JP8 Secondary Containment RTA Plans_DRAFT.pdf

PDF 13 MB Posted Sep 9, 2024

Attached to: Provide Secondary Containment at JP-8 Rail Offload Yokota Air Base, Japan
Solicitation number: W912HV-24-Z-0027
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Sep 9, 2024

This document is a Sources Sought Market Survey related to an upcoming Design-Bid-Build (DBB) requirement issued by the U.S. Army Corps of Engineers, Japan District (POJ) entitled "Provide Secondary Containment at JP-8 Rail Offload Yokota Air Base, Japan".

The project will involve providing concrete secondary containment underneath the active rail car offload positions and repairing the existing concrete containment around the rail offload piping area at Yokota Air Base in Japan. The project is estimated to be valued between YEN1,000,000,000 and YEN5,000,000,000 (Japanese Yen). The Government plans to issue a Request for Proposal (RFP) for this project in December 2024, and is requesting information from interested local sources in Japan by September 30, 2024. Key requirements include proof of authorization to perform construction work in Japan, specific experience with rail construction and replacement on active rail lines classified as Track Class 3 or higher, and the ability to complete rail outages within a 21 calendar day limit. Respondents are asked to provide details on their company, capabilities, relevant experience, and feedback on the draft plans and specifications provided.

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R U N W A Y

WALKER BLVD

NATIONAL HIGHWAY 16

WALKER BLVD

M C

G U

E AVE

WALKER BLVD

DETHLEFSEN

WALKER BLVD

MCGUIRE AVE

US Army Corps of Engineers

SOLICITATION NO.: W912HV-24-B-0011

CONTRACT NO.: W912HV19D0006

ISSUE DATE: AUGUST 2024

MAP OF JAPAN

JAPAN DISTRICT

LOCATION MAP

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

CIVILSTRUCTURAL

CHRISTOPHE DENIAUD (NAME AND LICENSE)

HOKKAIDO

KYUSHU

SHIKOKU

HONSHU

IWO JIMA

LOCATION MAP

SCALE 1:50000 0 1 2km

MAP OF JAPAN

SCALE NTS

FUSSA GATE

BASE CIVIL

ENGINEER OFFICE

B 937

CONTRACTOR GATE

EAST GATE

CAMP ZAMA

SAGAMIHARA HOUSING AREA

SAGAMI GENERAL DEPOT

CAMP FUJI

MCAS IWAKUNI

SASEBO NB

OKINAWA

YOKOSUKA NB

IKEGO

NAF ATSUGI

YOKOTA AB

PROJECT LOCATION

MISAWA AB

PROJECT LOCATION

SHEET ID

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LIST OF DRAWINGS

GENERAL DRAWINGS

PROVIDE SECONDARY CONTAINMENT AT JP-8 RAIL

OFFLOAD YOKOTA AIR BASE, JAPAN

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PLAN

NORTH

TRUE N

PLAN

NORTH

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G-001 COVER PAGE AND LIST OF DRAWINGS

G-002 GENERAL NOTES

GC-101 HAUL ROUTE AND LAYDOWN AREA

CD-100 DEMO PLAN VIEW

C-100 PLAN AND PROFILE

C-101 PLAN VIEW DETAILS

C-501 PLAN VIEW, SECTIONS AND DETAILS

C-502 GATE AND PAVEMENT DETAILS

S-101 GENERAL ARRANGEMENT - LAYOUT AND ELEVATIONS

S-102 GENERAL ARRANGEMENT - TYPICAL SECTIONS

S-103 PRECAST LAYOUT

S-501 PRECAST CONCRETE SLAB - DIMENSIONS

S-502 PRECAST CONCRETE SLAB - REINFORCEMENT

S-503 APPROACH SLAB - REINFORCEMENT AND DETAILS

S-504 RECTANGULAR CONCRETE GUTTER - DETAILS

DRAFT

CODES AND STANDARDS

CONSTRUCTION MUST BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND FOLLOWING

STANDARDS:

1. ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, 2019 EDITION.

2. AREMA MANUAL OF RAILWAY ENGINEERING (AREMA), 2003 EDITION.

3. JRF 土木設備実施基準 (JRF STANDARDS OF PRACTICE FOR THE IMPLEMENTATION OF CIVIL

ENGINEERING FACILITIES), 1/11/2022 REVISION.

4. JRF 線路設備実施基準 (JRF STANDARDS OF PRACTICE FOR IMPLEMENTATION OF RAILROADS),

6/22/2023 REVISION.

5. MLIT 土木設備実施細則 (MLIT REGULATIONS FOR IMPLEMENTATION OF CIVIL ENGINEERING

FACILITIES), SEPT 2019 REVISION.

6. MLIT 線路設備実施細則 (MLIT REGULATIONS FOR THE IMPLEMENTATION OF RAILROADS), NOV 2022

REVISION.

7. UFC 4-860-01 RAILROAD DESIGN AND REHABILITATION, DATED 6/23/2022.

GENERAL NOTES

1. ALL CONSTRUCTION MUST BE DONE IN ACCORDANCE WITH AREMA CHAPTER 8, THE MLIT

REFERENCES ABOVE, AND THE PROJECT SPECIFICATIONS.

2. COORDINATE AND OBTAIN CLEARANCES AND PERMITS FROM BASE CIVIL ENGINEERING PRIOR TO CONSTRUCTION ACTIVITIES. UNLESS OTHERWISE APPROVED BY BASE CIVIL ENGINEERING, THE DISRUPTION OF UTILITY SERVICES MUST BE MINIMIZED. BASE CIVIL ENGINEERING MUST APPROVE, IN

ADVANCE, ANY SERVICE INTERRUPTIONS AND THE REMOVAL OF EXISTING UTILITY LINES AND

TEMPORARY SERVICE.

3. ALL DISTANCES, DIMENSIONS AND ELEVATIONS ARE IN THE METRIC SYSTEM UNLESS OTHERWISE

INDICATED.

4. PROVIDE SHORING FOR TRENCH EXCAVATION WORK THAT EXCEEDS 1.50 M IN DEPTH.

5. CONTRACTOR MUST PROVIDE FENCING AND/OR BARRICADES FROM THE WORK AREA TO THE

NEAREST SIDEWALK, STREET OR OTHER PREDETERMINED DEMARCATION LINE AND BE

RESPONSIBLE FOR MAINTAINING THE GROUNDS WITHIN IN ACCORDANCE WITH THE PROJECT

CONSTRUCTION DOCUMENTS THROUGHOUT THE PERIOD OF WORK.

6. ALL EXISTING UTILITY LINES THAT ARE BEING REPLACED MUST BE REMOVED AND DISPOSED OF OFF

SITE UNLESS OTHERWISE INDICATED.

7. CONDUCT CONSTRUCTION OPERATIONS WITH MINIMAL INTERFERENCE TO ROADS, DRIVEWAYS, PARKING AREAS, SIDEWALKS, AND OTHER PEDESTRIAN AND VEHICULAR FACILITIES. USE ITS BEST EFFORTS TO PROVIDE CONTINUOUS TRAFFIC FLOW IN ALL DIRECTIONS AT ALL TIMES. PROVIDE A ROAD CLOSURE/TRAFFIC CONTROL PLAN TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO

START OF WORK.

8. THE LOCATIONS OF COVERED SLABS, AC PAVEMENTS, PIPES, UNDERGROUND STRUCTURES, OR OTHER UTILITIES SHOWN ON THESE PLANS ARE BASED ON VISIBLE FEATURES ON THE GROUND OR AVAILABLE DRAWINGS. VERIFY THE TYPE OF MATERIALS, EXACT LOCATION, SIZE AND DEPTH OF ALL

UTILITIES PRIOR TO THE START OF WORK.

9. EXISTING UTILITIES TO BE RECONNECTED MUST BE EXPOSED TO DETERMINE ACTUAL TYPE OF MATERIAL AND SIZE. EXERCISE EXTREME CAUTION DURING EXCAVATION ACTIVITIES IN THESE LOCATIONS. PROCURE THE APPROPRIATE TRANSITION COUPLINGS BEFORE STARTING TEMPORARY

OUTAGES FOR RECONNECTION.

10. REVIEW THE PLANS AND NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF ANY DISCREPANCIES

FOUND BEFORE PROCEEDING WITH THE WORK.

11. DUE TO VARIATIONS AND CONSTRAINTS DETERMINED BY ACTUAL FIELD CONDITIONS, NEW UTILITY ALIGNMENTS MAY BE ADJUSTED SLIGHTLY TO AVOID CONFLICTS WITH TREES, PLANT MATERIALS, OR UTILITIES. ALL ADJUSTMENTS MUST BE APPROVED IN ADVANCE BY CONTRACTING OFFICER. BENDS IN PIPES MUST CONFORM TO PIPE MANUFACTURERS RECOMMENDATIONS. CHANGES TO THE DESIGN

CONFIGURATION REQUIRE APPROVAL OF CONTRACTING OFFICER AND MUST BE DOCUMENTED ON

THE AS-BUILT DRAWINGS.

12. ALL EXISTING UTILITIES, VALVE BOXES AND MANHOLES WHETHER SHOWN OR NOT SHOWN ON THE

PLANS THAT ARE AFFECTED BY TRENCHING WORK MUST BE PROTECTED AT ALL TIMES DURING

CONSTRUCTION, IF DISTURBED THEY MUST BE RESTORED TO ORIGINAL OR BETTER CONDITION AND

ANY DAMAGE MUST BE REPAIRED AT NO COST TO THE GOVERNMENT.

13. ALL EXISTING SURVEY MONUMENTS MUST BE PROTECTED. IF THE CONTRACTOR DAMAGES A

SURVEY MONUMENT, HE MUST REPORT IMMEDIATELY TO CONTRACTING OFFICER. THE

CONTRACTOR WILL BE LIABLE FOR ALL COSTS TO RESTORE AND REPAIR DISTURBED SURVEY

MONUMENTS.

14. PROVIDE TEMPORARY ACCESS PROTECTION FOR EQUIPMENT, TRUCKS OR OTHER CONSTRUCTION

VEHICLES TO PREVENT ANY DAMAGE TO EXISTING AND/OR NEWLY INSTALLED CONCRETE

SIDEWALKS, CURBS, AND PAVING.

15. EXERCISE EXTREME CAUTION IN EXCAVATING AREAS THAT ARE KNOWN TO HAVE UNDERGROUND UTILITIES. HAND EXCAVATION IS REQUIRED WITHIN 0.90 M OF ANY EXISTING UTILITIES. IN CASE WHERE THE DEPTH OR ELEVATION ARE NOT INDICATED ON THE PLANS, PROCEED WITH CAUTION

AND MUST BE RESPONSIBLE FOR ANY DAMAGES INCURRED DURING EXCAVATION ACTIVITIES.

16. IT IS EXPECTED THAT WORK WILL BE PERFORMED IN AREAS OF PREVIOUSLY DISTURBED SOIL.

NONETHELESS, CULTURAL ASSETS MAY BE PRESENT WITHIN THE WORK AREA, AND CAUTION MUST

BE EXERCISED DURING GROUND DISTURBANCE. CONTRACTOR MUST NOTIFY THE CONTRACTING

OFFICER ONE (1) WEEK PRIOR TO EXCAVATIONS FOR WORK TO BE PERFORMED IN PREVIOUSLY

UNDISTURBED SOIL. THE CONTRACTING OFFICER WILL NOTIFY THE BASE CIVIL ENGINEER (BCE).

NOTIFY THE CONTRACTING OFFICER IN THE EVENT THAT CULTURAL ASSETS ARE DISCOVERED

DURING WORK.

17. EXISTING ASPHALT CONCRETE PAVEMENT, CONCRETE CURB AND GUTTER, CONCRETE WALKS, CMU

SCREEN WALLS, FENCES, TREES, NATURAL DRAINAGE SWALES, AND OTHER STRUCTURES THAT ARE

DISTURBED OR DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION MUST BE RESTORED TO

ITS ORIGINAL OR BETTER CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT.

18. TRAFFIC CONTROL SIGNS MUST BE BILINGUAL (ENGLISH AND JAPANESE).

19. REMOVAL OF EXISTING TRACK SHALL INCLUDE 2 RAILS, TIES, FASTENING SYSTEM AND ALL BALLAST UP TO THE BOTTOM OF EXCAVATION AT LEAST 450mm BELOW THE UNDERSIDE OF THE PRECAST

TRACK CONTAINMENT SLAB AND STORE EXCAVATED SOIL FOR RE-USE.

20. ALL WORK SHOWN ON THE PLANS ASSOCIATED WITH THE RAILROAD MUST BE PERFORMED BY A

CONTRACTOR OR SUBCONTRACTOR QUALIFIED TO WORK ON JR RAIL LINES.

21. IF THE CONTRACTOR ENCOUNTERS SUSPECTED HAZARDOUS MATERIAL, CONFIRMATION SAMPLES SHALL BE COLLECTED AND ANALYZED TO DETERMINE WASTE CHARACTERIZATIONS FOR OFF BASE

DISPOSAL ALTERNATIVES.

CIVIL NOTES

GENERAL

1. ALL UTILITIES AND COMMUNICATIONS ACCESSORIES SHOWN ARE FOR GENERAL REFERENCE AND

COORDINATION ONLY AND MUST BE VERIFIED WITH UTILITY AND TELECOMMUNICATION PLANS.

GEOTECHNICAL NOTES

1. EXCAVATE TO CONTOURS, ELEVATIONS, AND DIMENSIONS INDICATED. IN-SITU SOILS THAT MEET THE REQUIREMENTS OF FILL CAN BE REUSED (SEE NOTE 4). OTHER TYPE OF SOIL MATERIALS CANNOT BE

REUSED AND SHALL BE DISPOSED OFF BASE.

2. EXCAVATION MUST BE PERFORMED SO THAT THE AREA WILL BE CONTINUALLY AND EFFECTIVELY DEWATERED TO ELIMINATE ANY WATER ACCUMULATION IN THE EXCAVATION AS WELL AS GRADED TO DRAIN TO ELIMINATE ANY PONDING SURFACE WATER. WATER FROM ANY SOURCE MUST NOT BE PERMITTED TO ACCUMULATE IN THE EXCAVATION. THE EXCAVATION MUST BE DRAINED BY PUMPING

OR OTHER SATISFACTORY METHODS TO PREVENT SOFTENING OF THE FOUNDATION BOTTOM,

UNDERCUTTING OF FOOTINGS, OR OTHER ACTIONS DETRIMENTAL TO PROPER CONSTRUCTION.

3. TYPE OF MATERIALS PERMITTED IN FILL INCLUDE, GW, GM, GP, SW, SP, AND SM OF THE UNIFIED SOIL CLASSIFICATION SYSTEM, AS PER ASTM D2487, STANDARD PRACTICE FOR CLASSIFICATION OF SOIL

OR ENGINEERING PURPOSES (UNIFIED SOIL CLASSIFICATION SYSTEM).

4. WHEN SUBGRADE SURFACES ARE LESS THAN THE SPECIFIED DENSITY, THE SURFACE MUST BE BROKEN UP TO A MINIMUM DEPTH OF 150 MM, PULVERIZED AND COMPACTED TO THE SPECIFIED

DENSITY. SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL MUST BE PLOWED,

STEPPED, BENCHED, OR BROKEN UP SO THAT THE FILL MATERIAL WILL BOND WITH THE EXISTING

MATERIAL.

5. THE EXCAVATED SURFACE MUST BE SCARIFIED TO A DEPTH OF 150 MM AND RECOMPACTED TO 95%

IN CASE OF COHESIONLESS SOILS AND 90% IN CASE OF COHESIVE SOILS BEFORE FILL

REPLACEMENT IS BEGUN.

6. MATERIALS MUST NOT BE PLACED ON SURFACES THAT ARE MUDDY.

7. COMPACTION MUST BE ACCOMPLISHED BY SHEEPSFOOT ROLLERS, PNEUMATIC-TIRED ROLLERS, STEEL-WHEELED ROLLERS, OR OTHER APPROVED EQUIPMENT WELL SUITED TO THE SOIL BEING

PREPARED.

8. MATERIALS MUST BE MOISTENED OR AERATED AS NECESSARY TO PROVIDE PROPER WATER

CONTENT THAT WILL READILY FACILITATE OBTAINING THE SPECIFIED COMPACTION WITH

EQUIPMENT USED.

9. FILL MATERIALS MUST BE COMPACTED TO DENSITIES IN ACCORDANCE WITH ASTM STANDARD D 1557

OR JIS A 1210 TO 95%.

10. 50mm SAND LAYER TO BE PROVIDED AS A LEVELING COURSE BELOW THE PRE-CAST SLABS AND

GUTTERS.

G-002

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STRUCTURAL NOTES

1. THE STRUCTURAL DRAWINGS SHALL BE READ IN CONJUCTION WITH THE PROJECT SPECIFICATIONS. IN

THE CASE OF DISCREPANCY, THE SPECIFICATIONS GOVERN.

2. TRACK SLAB DESIGN PARAMETERS

- MAX TRACK SPEED: 24 km/h

- LIVE LOADS: COOPER E60 WITH REDUCED DESIGN IMPACT OF 116% IN ACCORDANCE WITH AREMA

CHAPTER 8 ARTICLE 19.3.4.B.

- PRECAST GUTTER AND T25 TRAFFIC RATED GRATING LID SHALL MEET JIS A 5372.

3. MATERIAL SPECIFICATIONS

- THECONCRETE EXPOSURE CATEGORIES SHALL BE S0, C1, F1, AND W1 PER ACI 318 TABLE 19.3.1.1

- THE CONCRETE MIX SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 36MPa AT 28 DAYS.

- THE REINFORCING BARS SHALL BE IN ACCORDANCE WITH JIS G 3112.

- GRADE SD295A FOR D10 TO D16

- GRADE SD345 FOR D19 TO D25

- GRADE SD390 FOR D29 AND LARGER

- THE MINIMUM COVER SHALL BE 50mm UNLESS NOTED OTHERWISE.

4. ALL EXPOSED CONCRETE EDGES SHALL BE GIVEN 20mm x 20mm CHAMFER.

5. THE RAIL PROFILE HAS BEEN DEVELOPED FROM THE SURVEY AND A BEST FIT LINE. THE RAIL PROFILE IS THE REFERENCE LINE OF THE DRAINAGE SYSTEM AND WILL NEED TO BE CONFIRMED BEFORE START OF

SITE WORK.

6. THE FABRICATOR IS RESPONSIBLE FOR THE FABRICATION AND DESIGN OF THE PRECAST TRACK SLABS

FOR STORAGE AND TRANSPORTATION CONDITIONS. ALL HOLES USED FOR TRANSPORTATION

PURPOSES INCLUDING BUT NOT LIMITED TO LIFTING AND MANIPULATION SHALL BE FILLED WITH HIGH

STRENGTH NON-SHRINK GROUT.

7. THE MINIMUM COVER SHALL BE 50mm UNLESS NOTED OTHERWISE.

RAIL FASTENING NOTES

1. PROVIDE PRE-ASSEMBLED RAIL FASTENING SYSTEM WITH BASE PLATE, UNDER BASEPLATE PADS AND

TWO ANCHORS MINIMUM WITH INSERTS PER UNIT TO BE INSTALLED AT THE PRECAST PLANT.

2. RAIL FASTENING ASSEMBLY UNITS SHALL NOT BE SPACED MORE THAN 600mm APART.

3. COORDINATING WITH PRECAST SUPPLIER THE PLATE SIZE AND LOCATION OF CORRESPONDING

ANCHOR FOR PRECAST FABRICATION.

4. ALL RAIL PLATE ANCHORS SHALL BE PRE-LOCATED TO EACH PRECAST SLAB PRIOR TO POURING THE

CONCRETE. SEE PRECAST NOTES ON SHEET S-501.

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2438 1524 1524 1524 2743 1524 1829 1524 2438 2438 1524 1524 1524 2743 1524 1829 1524 1524

87.6 KN/M

COOPER E60 LOAD

(ALL AXLE SPACING ARE IN MM)

ABBREVIATIONS

ACI AMERICAN CONCRETE INSTITUTE

AREMA AMERICAN RAILWAY ENGINEERING AND MAINTENANCE-OF-WAY ASSOCIATION

BOT BOTTOM

DEMO DEMOLISH / DEMOLITION

DWG DRAWING

E.J. EXPANSION JOINT

E.L. ELEVATION

JRF JAPAN FREIGHT RAILWAY COMPANY

MLIT MINISTRY OF LAND, INFRASTRUCTURE, TRANSPORT AND TOURISM

SP SPACING

TYP. TYPICAL

UFC UNIFIED FACILITIES CRITERIA

℄ CENTERLINE

EARHART AVE

JAMES AVE

EAR

T AVE

KUTER ST

FENMOYER

KUTER ST

C R

JAMES AVE

EARHART AVE

M C

G U

E AVE

I A

MITCHELL RD

HOWARD ST

HAMILTON ST

TOKYO KANJO AVENUE

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OFFLOAD AREA

PROJECT SITE

CONSTRUCTION

HAUL ROUTE

SUPPLY GATE

SOUTH GATE

RTH

LEGEND

HAUL ROUTE

PROJECT SITE

LAYDOWN AREA

Meters

0 150 300

INSTALL TEMPORARY

GATE AND PROVIDE

ACCESS TO THIS AREA

SEE SHEET C-502 FOR

GATE AND PAVEMENT

DETAILS

OFFLOAD AREA

EGRESS

ESS

EGRESS

INGRESS

ESS

INGRESS

ESS

CRAW

xDEMO RAIL #8

50M SEGMENTS INCLUDING

TRANSITION SLAB

DEMO RAIL #7

1037 MM

RAIL TO BE REMOVED

TO NEAREST JOINT

1037 MM

D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D

DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD

EXISTING GUTTER/DRAIN

PIPE TO BE ABANDONED IN

PLACE AND GROUTED

EXISTING RAIL OFFLOAD

POINT, TYPICAL

EXISTING TRUCK OFFLOAD

POINT, TYPICAL

PROTECT EXISTING

UNDERGROUND PIPING

EXISTING UNDERGROUND

PIPING

EXISTING GUTTER TO BE DEMOLISHED

230661 MM OF EXISTING

GUTTER TO BE ABANDONED

IN PLACE AND GROUTED

EXISTING GUTTER TO BE ABANDONED IN

PLACE AND GROUTED

EXISTING GUTTER/DRAIN

PIPE TO BE ABANDONED IN

PLACE AND GROUTED

EXISTING GUTTER/DRAIN

PIPE TO BE ABANDONED IN

PLACE AND GROUTED

4865 M M

230661

5960 M M

xDEMO RAIL #8

DEMO RAIL #7

5586 MM

D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D

DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD

RAIL TO BE REMOVED

TO NEAREST JOINT

EXISTING GUTTER TO BE ABANDONED IN

PLACE AND GROUTED

EXISTING GUTTER/DRAIN

PIPE TO BE ABANDONED IN

PLACE AND GROUTED

EXISTING GUTTER/DRAIN

PIPE TO BE ABANDONED IN

PLACE AND GROUTED

EXISTING GUTTER

WALL TO BE

DEMOLISHED FOR

NEW CONNECTION

EXISTING GUTTER TO

BE DEMOLISHED

230661

DDDDDDDDDDDD

EXISTING DRAIN AND

GUTTER TO BE

DEMOLISHED FOR

NEW CONNECTION

UNDERGROUND

DRAINAGE PIPE

TO BE DEMOLISHED

EXISTING

GUTTER TO BE

DEMOLISHED

EXISTING GUTTER TO BE ABANDONED IN

PLACE AND GROUTED

EXISTING

GUTTER TO BE

DEMOLISHED

M M

EXISTING GUTTER

WALL TO BE

DEMOLISHED FOR

NEW CONNECTION

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NOTES:

1. TRACK DEMOLITION INCLUDES REMOVAL AND STORAGE OF RAIL,

RAILWAY TIES AND TRACK BALLAST. SUBGRADE EXCAVATION TO

FOLLOW STRUCTURAL REQUIREMENTS.

2. PROPOSED TRACK DEMOLITION AND PHASING INCLUDES THREE

SEPARATE WORK ZONES FOR EACH PLATFORM EDGE WITH

WORK BLOCK DURATION (INCLUDING DEMOLITION,

CONSTRUCTION AND INSPECTION) BEING LIMITED TO 3 WEEK

CYCLES. CONTRACTOR PROPOSALS TO INCREASE WORK ZONE

MUST DEMONSTRATE FEASIBILITY AND MITIGATION TO PREVENT

TRAIN DISRUPTIONS AND MUST NOT INCREASE COST TO THE

GOVERNMENT.

3. TRACK DEMOLITION TO BE COORDINATED WITH RAIL

AUTHORITY. CONTRACTOR TO HAVE REQUIRED TRAINING AND

AUTHORIZATION TO WORK IN RAILWAY ENVIRONMENT. PROPER

TRACK OCCUPANCY PERMIT AND TRACK PROTECTION TO BE IN

PLACE PRIOR TO WORK.

4. TRACK DEMOLITION TO BE COMPLETED WITHOUT DAMAGING

EXISTING INFRASTRUCTURE AND TRACK EQUIPMENT.

5. CABLE AND UTILITY LOCATIONS, SUCH AS GROUNDING SYSTEM,

TO BE COMPLETED BEFORE WORK.

6. ANY RAILWAY SIGNAL AND COMMUNICATIONS INFRASTRUCTURE

RELOCATION OR PROTECTION TO BE COORDINATED WITH

RAILWAY OPERATOR.

7. NEAT SAW CUT LINES SHALL BE COMPLETED AT THE LIMITS OF

THE GUTTER DEMOLITION.

8. FINAL SEQUENCE OF DEMOLITION AND CONSTRUCTION SHALL

BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR

SHALL SUBMIT THE PROPOSED SEQUENCE TO THE

CONTRACTING OFFICER FOR APPROVAL PRIOR TO STARTING

WORK.

9. DRAINLINES TO BE GROUTED SHALL BE CAPPED AT THE ENDS

PRIOR TO GROUTING.

LEGEND:

DEMO FEATURE

3 2

6 5

2 1

WORK ZONEDEMO EXISTING

GUTTER/PIPE

SCALE 1:150

DEMO PLAN VIEW 1

6m0 3

PLAN

NORTH

SCALE 1:150

DEMO PLAN VIEW 2

6m0 3

PLAN

NORTH

32000 MM

ABANDON EXISTING GUTTER

IN-PLACE AND GROUT

0+000 0+2000+1800+1600+1400+1200+0800+0600+0400+020 0+100

0+008

0+010

0+010 0+030

0+030

0+163

0+163 0+190

0+195

RAIL #8

RAIL #7

JAM

ES AVE

155040

-0.5%

EXISTING REMOTE

CATCH BASIN

-0.20%

155040

-0 .4

RECTANGULAR

CONCRETE GUTTER

200x300mm

RECTANGULAR

CONCRETE GUTTER

300x300mm

7000 7000

EXISTING RECTANGULAR

CONCRETE GUTTER

-0 .3

CONNECT TO

EXISTING GUTTER

STA 0+195

INV 121.709

3608965

70007000

APPROACH SLAB SEE

DETAIL

32283

RECTANGULAR

CONCRETE GUTTER

100x300mm

CONCRETE DIP TRACK SLAB

X X X

D D D D D D D D D D D

D D

DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD

APPROACH SLAB SEE

DETAIL

GROUND ROD AND

EXOTHERMIC WELDNEW GUTTER STARTS

STA 0+003

INV 122.618 RECTANGULAR

CONCRETE GUTTER

300x300mm

NEW GUTTER STARTS

STA 0+003

INV 122.677

GUTTER TRANSITION

STA 0+045

INV 122.467

GUTTER TRANSITION

STA 0+097

INV 122.207

RECTANGULAR

CONCRETE GUTTER

300x300mm

GUTTER BEND

STA 0+163

INV 121.877

GUTTER TEE

STA 0+195

INV 121.721

GUTTER CROSSING

STA 0+163

INV 121.818

GUTTER GRADE -0.5%

RECTANGULAR

CONCRETE GUTTER

300x300mm

RECTANGULAR

CONCRETE GUTTER

300x300mm

CONCRETE SLAB RAIL OFFLOAD

CONCRETE PAVED TRUCK OFFLOAD

GUTTER GRADE

CONNECT TO EXISTING

GUTTER

STA 0+195

INV 121.

GUTTER GRADE -0.5%

0+00

6000 TYP.

10mm TYP.

0+0100+008

10mm TYP.

E.J. E.J. E.J.

RECTANGULAR

CONCRETE GUTTER

300x300mm

CONCRETE SLABCONCRETE SLAB

APPROACH SLAB SEE

DETAIL

TOP OF RAIL

E.J.

RECTANGULAR

CONCRETE GUTTER

200x100mm

EL. 122.618

APPROXIMATE LOCATION OF

EXISTING GUTTER

GUTTER GRADE 0.5%

IMPROVED SUB-GRADE

SOIL LAYER (TYP)

EXISTING SUBGRADE

3759 TYP. 3759 TYP.35

- 3

0+160

GROUND LEVEL TOP OF RAIL

CONCRETE SLAB

RECTANGULAR

CONCRETE GUTTER

200x100mm

E.J.33

0+1637000

EL. 121.818 34

BITUMINOUS

STABILIZED SUBBASE

0.5%

RECTANGULAR

CONCRETE GUTTER

300x300mm

APPROACH SLAB

0+160

0.5%

NATURAL GROUND

TOP OF RAIL

RECTANGULAR

CONCRETE GUTTER

200x100mm

E.J.

EL. 121.877

0+163

RECTANGULAR

CONCRETE GUTTER

300x300mm

BITUMINOUS

STABILIZED SUBBASE

E.J.

APPROACH SLAB

0+00

GUTTER GRADE 0.5%

10mm TYP. 10mm TYP.10mm TYP.

E.J.

E.J. E.J.39

0+0100+008

RECTANGULAR

CONCRETE GUTTER

100x300mm

RECTANGULAR

CONCRETE GUTTER

200x100mm

CONCRETE SLAB

APPROACH SLAB SEE

DETAIL APPROXIMATE

LOCATION OF

EXISTING GUTTER

IMPROVED SUB-GRADE

SOIL LAYER (TYP)

EXISTING SUBGRADE

EL. 122.677

SOUTH NORTH

RECTANGULAR

CONCRETE GUTTER

GROUND LEVEL

RAIL #8 EL. 122.329

RECTANGULAR

CONCRETE GUTTER

EL. 122.327

EL. 122.343

DEMO EXISTING GUTTER WALL AND CONSTRUCT

CONNECTION TO NEW GUTTER

EL. 122.224

EL. 122.100

EL. 122.306EL. 122.278

EL. 121.877 EL. 121.818

RAIL #7 EL. 122.334

0 122

SOUTH NORTH

NATURAL GROUND

RAIL #8 EL. 122.189

EL. 122.192

EL. 122.251

EXISTING GUTTER

EL. 121.721

RAIL #7 EL. 122.246

0.30%

EL. 122.007

EL. 121.709

GUTTER GRADE 0.44%

DEMO GUTTER AND CONNECT TO

EXISTING DRAIN

SEE DETAILEXISTING GUTTER TO ABANDON

IN PLACE AND GROUT EL. 122.140

EXISTING GUTTER TO ABANDON

AND GROUT EL. 122.248

EL. 122.000

EL. 121.834

RECTANGULAR

CONCRETE GUTTER

DEMO EXISTING GUTTER WALL AND

CONSTRUCT CONNECTION TO NEW GUTTER

R C

O N

U C

N D

A C-100

C-100

A N

D P

R O

E L-

H . E

L-

O U

.D W

B C-100

F C-501 C

C-100

E C-501

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U S

Y C

O R

O A

, J

C H

D B

D R

G C

O D

1 2 3 4 5 6 7 8 9 10

O N

Y C

O N

J P-

E, J

K D

N D

US Army Corps of Engineers ®

O M

H N

E, IN

G R

-3

2H V-

-B

-0

2H V1

D C-100

NOTES:

1. THE RAIL HAS BEEN DEVELOPED FROM THE SURVEY AND A BEST FIT LINE. THE

RAIL PROFILE WILL NEED TO BE CONFIRMED BEFORE START OF SITE WORK.

2. THE TRACK TIES AT CHAINAGE 0+163 SHALL BE SPACED SO THAT THEY DO NOT

LIE ON THE PROJECTED TRANSVERSAL GUTTER

3. THE CONTRACTOR MUST RESPECT ALL APPLICABLE STANDARDS TO REMOVE

THE EXISTING GUTTER AND REPLACE IT BY A GUTTER

4. ALL CONCRETE GUTTERS SHOWN ON THE DRAWING TO BE PREFABRICATED /

PRECAST.

5. GRADES SHOWN ARE FOR NEW CONCRETE GUTTERS

C-101

S-503

155030

S-503

SCALE 1:500

PLAN VIEW

20m0 10

PLAN

NORTH

SCALE 1:50

SECTION

2m0 1A

SCALE 1:50

SECTION

2m0 1B

SCALE 1:50

SECTION

2m0 1C SCALE 1:50

SECTION

2m0 1D

S-504

RAIL #8

CRAW

RAIL #7

RECTANGULAR CONCRETE

GUTTER WITH GRATING

300x300mm

EXISTING

GUTTER TO

REMAIN

GUTTER GRADE 0.5%

1% 1%

EXPANSION JOINT

10mm TYP.

EXPANSION JOINT

TYP.

EXISTING RECTANGULAR

CONCRETE GUITTER

RECTANGULAR CONCRETE

GUTTER WITH GRATING

100x300mm

1% 1%

0.5% 0.5%

RECTANGULAR CONCRETE

GUTTER WITH GRATING

200x300mm

GROUND ROD

SEE DETAIL

D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D

DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD

0+000 0+0800+0600+0400+020

0+008

0+010

0+010 0+030

0+030

APPROACH SLAB SEE

DETAIL

APPROACH SLAB SEE

DETAIL

EXPANSION

JOINT TYP.

EXPANSION

JOINT TYP.

PRECAST CONCRETE

GUTTER TYPE L2

SEE DETAIL.

EXPANSION JOINT

TYP.

PRECAST CONCRETE

GUTTER TYPE L1

SEE DETAIL

PRECAST CONCRETE

SLAB

EXOTHERMIC WELD SEE

DETAIL

RECTANGULAR CONCRETE

GUTTER WITHOUT GRATING

200X100mm

EXIST PVC PIPE D120

STA -0+002.6

INV 122.538

EXISTING TANK TO TRUCK PIPE

STA 0+062.69

INV 120.60

EXISTING TANK TO RAIL PIPE

STA 0+061.71

INV 120.58

EXIST PVC PIPE D120

STA 0+035.21

INV 122.477

EXIST PVC PIPE D120

STA 0+075.1

INV 122.36

EXISTING CONCRETE

PLATFORM

EXISTING

GUTTER TO BE

ABANDONED IN

PLACE AND

GROUTED

CONCRETE PLATFORM

GUTTER GRADE -0.5%

RECTANGULAR CONCRETE

GUTTER

EXISTING GUTTER TO REMAIN AND CONNECT TO

PRECAST GUTTER

EXISTING CONCRETE PLATFORM

1% 1%

EXPANSION JOINT

TYP.

EXPANSION JOINT

10mm TYP.

-0 .4

RECTANGULAR CONCRETE

GUTTER WITH GRATING

300x300mm

EXISTING RECTANGULAR

CONCRETE GUTTER

RECTANGULAR CONCRETE

GUTTER WITH GRATING

300x300mm

RECTANGULAR CONCRETE

GUTTER WITH GRATING

300x300mm

APPROACH SLAB SEE

DETAIL

APPROACH SLAB SEE

DETAIL

0.5% 0.5%

RECTANGULAR CONCRETE

GUTTER WITH GRATING

200x300mm

EXISTING GUTTER TO BE DEMOLISHED

GROUND ROD SEE

DETAIL

EXOTHERMIC WELD SEE

DETAIL

D D D D D D D D D D D D D D D D D D D D D D D D D D D

DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD

0+1800+1600+1400+1200+100

0+163

0+163 0+190

0+195

PRECAST CONCRETE

GUTTER TYPE L3

SEE DETAIL

PRECAST CONCRETE GUTTER

TYPE T2

SEE DETAIL

PRECAST CONCRETE

GUTTER TYPE W2 SEE

DETAIL

EXPANSION

JOINT TYP.

EXISTING CONCRETE PLATFORM

EXIST PVC PIPE D120

STA 0+114.41

INV 122.23

EXIST PVC PIPE D120

STA 0+154.98

INV 122.013

REMOVE EXIST PVC PIPE

D120 AND DEMO EXISTING

GUTTER WALL TO

CONNECT TO PRECAST

GUTTER STA 0+194.95

INV 121.78

RECTANGULAR CONCRETE

GUTTER WITHOUT GRATING

200X100mm

EXISTING

GUTTER TO BE

ABANDONED IN

PLACE AND

GROUTED

PRECAST CONCRETE

GUTTER TYPE T2

SEE DETAIL

1% 1%

GUTTER GRADE -0.5%

R C

O N

U C

N D

C-101

W D

E L-

H . E

L-

O U

S D

W G

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U S

Y C

O R

O A

, J

C H

D B

D R

G C

O D

1 2 3 4 5 6 7 8 9 10

O N

Y C

O N

J P-

E, J

K D

N D

US Army Corps of Engineers ®

O M

H N

E, IN

G R

-3

2H V-

-B

-0

2H V1

NOTES:

1. THE RAIL HAS BEEN DEVELOPED FROM THE SURVEY AND A BEST FIT LINE. THE

RAIL PROFILE WILL NEED TO BE CONFIRMED BEFORE START OF SITE WORK.

2. ALL CONCRETE GUTTERS SHOWN ON THE DRAWING TO BE PREFABRICATED /

PRECAST.

S-504 1

C-501

S-504

C-501

S-504

S-503

C-501

S-503

C-501

S-503

SCALE 1:150

PLAN VIEW 1 1 6m0 3

PLAN

NORTH

SCALE 1:150

PLAN VIEW 2 2 6m0 3

PLAN

NORTH

CONCRETE PLATFORM

(NOT IN CONTRACT)

EL. 122.590

EL. 122.640EL. 122.636

EXPANSION JOINT

EL. 122.658

TRACK ℄

BARRIER

BARRIER RECTANGULAR

CONCRETE SLAB

200x100mm

JET FUEL RESISTANT

JOINT SEALANT

TRACK ℄ EXISTING GUTTER

EL.122.477

EXISTING GUTTER TO BE

ABANDONED AND GROUTED

EL 122.752

RAIL #8

EL. 122.808RAIL #7

EL. 122.852

CONCRETE PLATFORM

(NOT IN CONTRACT)

EL. 122.678

EL. 122.765

CONCRETE PLATFORM

(NOT IN CONTRACT)

EL. 122.740

EXPANSION JOINT

EL. 122.760

℄TRACK

BARRIER

TRACK ℄ EXISTING GUTTER

EL.122.549

EXISTING GUTTER TO BE

ABANDONED AND GROUTED

EL 122.867

RAIL #8

EL. 122.876RAIL #7

EL. 122.950

CH. 0+008

SOUTH NORTH

CH. 0+030

EXISTING NATURAL GROUND

EL. 122.640

EL. 122.786

EL. 122.906

EL. 122.924

EL. 122.698

EL. 122.574

EL. 122.818

EL. 122.799

EL. 122.372EL. 122.416

EL. 122.297

EL. 122.341

CONCRETE PLATFORM

(NOT IN CONTRACT) ±3140

IMPROVED SUBGRADE

SOIL LAYER

IMPROVED SUBGRADE

SOIL LAYER

IMPROVED SUBGRADE

SOIL LAYER

SOUTH

ABANDONED CONCRETE SLURRY

OR RETAINING WALL

6500 11322100 AT 0+30

VARIES 1300-1600

(2460 AT 0+160)

NATURAL SOIL

(LOAM MH, N=5/AS PER

APSI DRAWING BORING LOG)

400 5960

CONCRETE PAVED TRUCK OFFLOAD CONCRETE SLAB, RAIL OFFLOAD

540 970 1132

NATURAL SOIL

(LOAM MH, N=5/AS PER

APSI DRAWING BORING LOG)

NORTH

EXISTING SUBGRADE

S-102

SUBGRADE LAYER

FOR CONCRETE

GUTTER SEE

S-102

SUBGRADE LAYER

FOR CONCRETE

GUTTER SEE IMPROVED SUBGRADE

SOIL LAYER

S-102

SUBGRADE LAYER

FOR CONCRETE

GUTTER SEE

S-102

SUBGRADE LAYER

FOR CONCRETE

GUTTER SEE

EXPANSION JOINT

10-20mm TYP.

℄T R

CONCRETE PLATFORM

BARRIER

℄T R

BARRIER

EXPANSION JOINT

10-20mm TYP.

RECTANGULAR

CONCRETE GUTTER

100x300mm

0.5%

RECTANGULAR

CONCRETE GUTTER

300x300mm

RECTANGULAR

CONCRETE GUTTER

200x100mm

RECTANGULAR

CONCRETE GUTTER

200x100mm

0+000

EXISTING GUTTER

TO REMAIN

EXISTING GUTTER

TO REMAIN

0.5%0.5%

0.5%0.5% 1%

APPROACH SLAB

FOR GRATING

SEE NOTE 2

TYP. (INCLUDES JOINT)

TYP.

TYP. (INCLUDES JOINT)

TYP.

TYP. (INCLUDES JOINT)

NOTE:

TO IMPROVE SYSTEM RESISTANCE, CONDUCTIVITY ENHANCING

ADDITIVES MAY BE USED AS BACKFILL MATERIAL IN AUGURED HOLE.

PROVIDE RODS TO ACHIEVE MAXIMUM RESISTANCE PER SPECIFICATIONS.

COR MUST BE PRESENT PRIOR TO BACKFILL OF GROUND RING.

NOTIFY COR 48 HOURS IN ADVANCE OF COMPLETION AND / OR

BACKFILL.

GROUND CONDUCTOR,

SIZE AS NOTED ON PLANS

GROUND ROD (SEE NOTE)

25mm x 100mm SLOT

SEPARABLE MECHANICAL

CONNECTIONS WITH

CIRCUMFERENTIAL

COMPRESSION LUGS

CLEAN SAND FILL

CONCRETE

TEST WELL CASE

CONCRETE

TEST WELL COVER

LABELED "GROUND"

CONCRETE TEST WELL

WITH CONCRETE COVER

m m

0m m

M m m

0m m M

U M

GROUNDING

ELECTRODE

SYSTEM 150mm

GROUND ROD, REFER

TO SPEC SECTION 26 20

00.

CONTINUOUS

DETECTABLE

WARNING

TAPE

COMPACTED

EARTH BACKFILL 150mm

EXOTHERMIC WELD

GROUNDING

COUNTERPOISE.

CONDUCTOR SHALL BE

CONTINUOUS EXCEPT

BREAKS AT TEST WELLS

300mm

GRADE GRADE

0m m M

U M

0m m M

U M

FINISHED GRADE 1

NORMAL INSTALLATION

BARE STRANDED

COPPER TO

MAIN

GROUND GRID 2

EXOTHERMIC WELD CABLE TO ROD

GROUND ROD

EXOTHERMIC WELD CABLE TO ROD

NUMBER

ITEM

QUANTITY DESCRIPTION

TYPE VS

STRUCTURAL STEEL CONNECTION

TYPE YA-2

2-HOLE BUS

CONNECTION

TYPE HS

GROUND PLATE CONNECTION

TYPE SS

INLINE CONNECTION

TYPE TA TYPE GT

TEE CONNECTION ROD CONNECTION SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U S

Y C

O R

O A

, J

C H

D B

D R

G C

O D

1 2 3 4 5 6 7 8 9 10

O N

Y C

O N

J P-

E, J

K D

N D

US Army Corps of Engineers ®

O M

H N

E, IN

G R

-3

2H V-

-B

-0

2H V1

C-501

W , S

O N

D D

E L-

H .E

L-

O U

S D

W G

R C

O N

U C

N D

NOTES:

1. THE RAIL HAS BEEN DEVELOPED FROM THE SURVEY AND A BEST FIT LINE. THE

RAIL PROFILE WILL NEED TO BE CONFIRMED BEFORE START OF SITE WORK.

2. DESIGN LOAD FOR GRATINGS IS H-20 VEHICLE, GRATING IS REQUIRED FOR THE

ENTIRE LENGTH OF ALL GUTTERS

3. ALL CONCRETE GUTTERS SHOWN ON THE DRAWING TO BE PREFABRICATED /

PRECAST.

SCALE: 1:50

1 DETAIL - PLAN VIEW

SCALE: NTS

2 GROUND TEST WELL DETAIL

SCALE: NTS

3 GROUND ROD DETAIL

SCALE: NTS

4 EXOTHERMIC WELD DETAILS

GROUNDING ROD NOTES:

1. GROUND RODS TO BE COPPER-CLAD STEEL, WITH MINIMUM DIAMETER OF 14mm

AND MINIMUM LENGTH OF 1500mm.

2. MEASURE THE RESISTANCE TO GROUND USING THE FALL-OF-POTENTIAL

METHOD DESCRIBED IN JIS C 60364-6. DO NOT EXCEED 25 OHMS UNDER

NORMALLY DRY CONDITIONS FOR THE MAXIMUM RESISTANCE OF A SINGLE

ROD.

3. IF THIS RESISTANCE CANNOT BE OBTAINED WITH A SINGLE ROD, DRIVE TWO

ADDITIONAL RODS, SPACED ON CENTER, NOT LESS THAN TWICE THE DISTANCE

OF THE LENGTH OF THE ROD.

4. IF THE RESULTANT RESISTANCE OF THE AMENDED GROUND ROD SYSTEM

CONTINUES TO EXCEED 25 OHMS, MEASURED NOT LESS THAN 48 HOURS

AFTER RAINFALL, NOTIFY THE CONTRACTING OFFICER.

SCALE 1:50

SECTIONE 2m0 1

SCALE 1:50

SECTIONF 2m0 1

SCALE 1:50

EXISTING SECTION AT 0+30 (0+160)

2m0 1DRAFT

NAME STANDARD SURFACE PREPARATION

DOUBLE VEHICLE GATE

POLE Ø 267.4 X 6.0

Ø318.5 X 6.9 JIS H 8641 2 HDZ55

BODY EDGE, BRACE Ø89.1 X 3.2, Ø16

Ø101.6 X 3.2, Ø16 JIS H 8641 2 HDZ55

WIRE NET #8 X 50 JIS G 3552 Z-GS7

BARBED WIRE #12 JIS G 3533 BWGS-7

METAL FITTINGS JIS H 8641 2 HDZ55

240 3200240

3200 240 240

PLAIN

CONCRETE

RC - 40

100 300 100

Ø89.1 X 3.2

Ø16

Ø89.1 X 3.2

WIRE NET

150 x 6.0

Ø89.1 X 3.2

BARBED

WIRE #12

R13

Ø22 R13

16001600 1600

POLE

Ø25 Ø89.1 X 3.2

R4.5

A A

EXISTING

FENCE POST

AND FENCE

EXISTING

FENCE POST

AND FENCE

200 X 100 X 6

4.5 X 50

Ø34 X 2.3

Ø9

HOOK

LOCKABLE Ø19

FINISH GRADE

Ø101.5 X 3.2

4.5 X 50

Ø34 X 2.3

50050

15035

FINISH

GRADE

CURB BLOCK A

MORTAR

CONCRETE

SUB BASE COURSE

RC - 40

1/10

DETAIL OF L-TYPE GUTTER (300)

AC PAVEMENT

BASE COURSE

(RM-40)

SUB BASE COURSE

(RC-40)

PRIME COAT

COMPACTED

SUBGRADE

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U S

Y C

O R

O A

, J

C H

D B

D R

G C

O D

1 2 3 4 5 6 7 8 9 10

O N

Y C

O N

J P-

E, J

K D

N D

US Army Corps of Engineers ®

O M

H N

E, IN

G R

-3

2H V-

-B

-0

2H V1

C-502

D P

E L-

H .E

L-

O U

S D

W G

R C

O N

U C

N D

SCALE: 1:20

1 DETAIL OF DOUBLE VEHICLE GATE

SCALE: 1:5

A DETAIL A

SCALE: 1:5

B DETAIL B

SCALE: 1:10

2 DETAIL OF CONC CURB AND GUTTER

SCALE: 1:10

3 DETAIL OF ASPHALT CONCRETE PAVEMENT

224122.038

RAIL SWITCH

226123.568

RAIL SWITCH

227123.583

RAIL SWITCH

228122.036

RAIL SWITCH

229122.032RAIL SWITCH

1198121.895RAIL SWITCH

1199121.888

RAIL SWITCH

1200123.424

RAIL SWITCH

XXXX

JAM

ES AVE

155028

EXIST REMOTE

CATCH BASIN

155028

RECTANGULAR

CONCRETE GUTTER

200x300mm

0+000 0+2000+1800+1600+1400+1200+0800+0600+0400+020 0+100

0+163

0+163 0+190

0+195

CONNECT TO

EXISTING GUTTER

SEE DETAIL

70007000

APPROACH SLAB SEE

DETAIL

32283

CRAW

RECTANGULAR

CONCRETE GUTTER

100x300mm

RECTANGULAR

CONCRETE GUTTER

300x300mm

EXISTING

RECTANGULAR

CONCRETE GUTTER

RECTANGULAR

CONCRETE GUTTER

300x300mm

RECTANGULAR

CONCRETE GUTTER

300x300mm

0+000

0+163

0+180

TRACK #9

TRACK #8

TRACK #7

TRACK #4

TRACK #5

TRACK #6

APPROACH SLAB SEE

DETAILHIGH QUALITY NON-SHRINK CEMENTITIOUS GROUT COVERED

WITH TWO COMPONENTS POLYURETHANE-BASED LIQUID

ELASTOMERIC COATING (TYP) FOR CONCRETE GUTTER,

SEE DETAILS

SEE LAYOUT 1

ON DWG S-103

SEE LAYOUT 2

ON DWG S-103

5990 TYP

155028

3750 TYP

20mm TYP

PRECAST

CONCRETE

SLAB (TYP)

TOP OF RAIL

RECTANGULAR

CONCRETE GUTTER

200x100mm (TYP)

- 3

0+000

GUTTER GRADE 0.5%

TOP OF RAIL

EL 122.903

APPROACH SLAB SEE

DETAIL

CONCRETE SLAB JOINT

DETAIL

RECTANGULAR

CONCRETE GUTTER 300x300mm

0+160

GROUND LEVEL

0+163

TOP OF RAIL

EL 122.826

RECTANGULAR

CONCRETE GUTTER

300x300mm

0+160

NATURAL

GROUND

APPROACH SLAB

0+163

RECTANGULAR

CONCRETE GUTTER

300x300mm

TOP OF RAIL

EL 122.886

STA. 155+028.00

0+000

10mm TYP

0+010

RECTANGULAR

CONCRETE GUTTER

200x100mm (TYP)

PRECAST

CONCRETE

SLAB (TYP)

RECTANGULAR

CONCRETE GUTTER

100x300mm

TOP OF RAIL

EL 122.992

STA. 0+000.00

TOP OF RAIL

CONCRETE GUTTER JOINT

DETAIL

GUTTER GRADE 0.5%

R C

O N

U C

N M

S-101

A R

D E

N S

C .D

U D

- S.

O U

S -C

W G

SCALE 1:500

PLAN VIEW

S-102

SITE CONSTRUCTION NOTES:

1. FOR GENERAL NOTES SEE SHEET G-002.

2. THE TRACK TIES AT STATION 0+163 SHALL BE SPACED SO THAT THEY DO NOT LIE

ON THE PROJECTED TRANSVERSAL GUTTER.

3. THE CONTRACTOR MUST RESPECT ALL APPLICABLE STANDARDS TO REMOVE THE

EXISTING GUTTER AND REPLACE IT BY A NEW GUTTER.

4. ALL CONTAINMENT TRACK SLABS AND GUTTERS SHOWN ON THESE DRAWINGS

SHALL BE PREFABRICATED/PRECAST FOR EXPEDITED INSTALLATION ON SITE

DURING THE ALLOCATED WORK BLOCK.

5. GAPS BETWEEN BASE OF THE RAIL AND TOP OF THE CONCRETE SLAB SHALL BE

FILLED WITH SHIM OR RAIL PADS (15MM MAXIMUM)

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U S

Y C

O R

O A

, J

C H

D B

D R

G C

O D

1 2 3 4 5 6 7 8 9 10

O N

Y C

O N

J P-

E, J

K D

N D

US Army Corps of Engineers ®

O M

H N

E, IN

G R

-3

2H V-

-B

-0

2H V1

S-102

S-101

SCALE 1:50

ELEVATION THROUGH PRECAST SLABA

SCALE 1:50

ELEVATION THROUGH GUTTER

20m0 10

0 1 2m

PLAN

NORTH

S-102

S-504

S-503

S-102

S-503

SOUTH NORTH

RECTANGULAR

CONCRETE GUTTER

GROUND

LEVEL

0.44%

SCALE 1:50

SECTION

0 1000 2000

℄TRACK # 8℄TRACK # 7

RECTANGULAR

CONCRETE

GUTTER

EXISTING GUTTER TO

ABANDON IN PLACE

AND GROUT

EXISTING GUTTER

GUTTER

WIDTH

G U

600450

RECTANGULAR

CONCRETE GUTTER

CONCRETE SLAB

GRATING (SEE STRUCTURAL

NOTE 2 ON SHEET G-002)

SCALE 1:20

TYPICAL GUTTER DETAIL5

IMPROVED

SUB-GRADE SOIL

LAYER

0 500 1000mm 600mm WIDE SHOWN, 400mm AND 500mm WIDE SIMILAR

L40 x 40 x 5

JET FUEL RESISTANT

JOINT SEALANT

20x20mm

±3140

CONCRETE

PLATFORM

±6500

CONCRETE PLATFORM

(NOT IN CONTRACT)

℄TRACK # 8

RECTANGULAR

CONCRETE GUTTER

SEE

RECTANGULAR

CONCRETE GUTTER

SEE

DESIGN NOT

IN SCOPE

SOUTH NORTH

IMPROVED SUB-GRADE

SOIL LAYER (TYP)

SCALE 1:50

SECTION

0 1000 2000

℄TRACK # 7

EXISTING

NATURAL

GROUND

A S-102

S-102

EXPANSION

JOINT

EXISTING SUBGRADE

IMPROVED SUBGRADE

SOIL LAYER

SOUTH NORTH

RECTANGULAR

CONCRETE GUTTER

EXISTING GUTTER

TO ABANDON IN

PLACE AND GROUT

EXISTING GUTTER

0.30%

DEMO GUTTER AND CONNECT TO

EXISTING DRAIN

SEE DETAILNATURAL

GROUND

SCALE 1:50

SECTION

0 1000 2000

℄TRACK # 8℄TRACK # 7

S-504

EXISTING

GUTTER TO

REMAIN

SCALE 1:20

DETAIL3 0 500 1000mm

HIGH QUALITY NON-SHRINK

CEMENTITIOUS GROUT COVERED

WITH TWO COMPONENTS

POLYURETHANE-BASED LIQUID

ELASTOMERIC COATING

BARRIER

1% SLOPE

TWO COMPONENTS

POLYURETHANE-BASED

LIQUID ELASTOMERIC

COATING

IMPROVED SUBGRADE

SOIL LAYER

EXISTING SUBGRADE

SCALE 1:20

DETAIL4 0 500 1000mm

EXISTING

GUTTER TO BE

ABANDONED HIGH QUALITY NON-SHRINK

CEMENTITIOUS GROUT COVERED

WITH TWO COMPONENTS

POLYURETHANE-BASED LIQUID

ELASTOMERIC COATING

BARRIER

TWO COMPONENTS

POLYURETHANE-BASED

LIQUID ELASTOMERIC

COATING

1% SLOPE

EXISTING SUBGRADE

IMPROVED SUBGRADE

SOIL LAYER

CONCRETE SLAB

IMPROVED SUB-GRADE

SOIL LAYER

SCALE 1:20

CONCRETE SLAB JOINT DETAIL

0 500 1000mm

HIGH QUALITY

NON-SHRINK

CEMENTITIOUS GROUT

BACKER ROD

300 MIN

TYP

20 MIN

TYPTWO COMPONENTS

POLYURETHANE-BASED

LIQUID ELASTOMERIC

COATING

5m m M

SCALE 1:20

CONCRETE GUTTER JOINT DETAIL

0 500 1000mm

RECTANGULAR

CONCRETE

GUTTER (TYP)

10 GAP

NOM

SEALANT RESISTANT TO

FUEL AROUND INSIDE

CHAMFERS AT JOINT

TWO COMPONENTS

POLYURETHANE-BASED LIQUID

ELASTOMERIC COATING ALONG

ENTIRE GUTTER INTERIOR

20x20mm CHAMFER

(TYP)

600mm WIDE GUTTER SHOWN 500mm AND 400mm WIDE SIMILAR

R C

O N

U C

N M

S-102

A R

O N

C .D

U D

- S.

O U

S -D

W G

PRECAST SLAB JOINT NOTES:

1. FOR GENERAL NOTES SEE SHEET G-002.

2. FOR PRECAST NOTES SEE SHEET S-501.

3. FILL CONSECUTIVE ADJACENT PRECAST SLABS WITH HIGH QUALITY

NON-SHRINK CEMENTITIOUS GROUT WITH EARLY STRENGTH IN

ACCORDANCE TO ASTM C109 UP TO 25mm BELOW THE TOP OF THE

SLAB.

4. PROVIDE BACKER ROD

5. COVER THE JOIN WITH TWO COMPONENTS POLYURETHANE-BASED

LIQUID ELASTOMERIC COATING.

6. PROVIDE SELECTED MATERIALS FOR APPROVAL BY THE

CONTRACTING OFFICER PRIOR TO PURCHASE AND APPLICATION.

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U S

Y C

O R

O A

, J

C H

D B

D R

G C

O D

1 2 3 4 5 6 7 8 9 10

O N

Y C

O N

J P-

E, J

K D

N D

US Army Corps of Engineers ®

O M

H N

E, IN

G R

-3

2H V-

-B

-0

2H V1

7000 TYP

0+0600+0400+0200+000 0+080

0+010 0+030

0+0600+0400+0200+000 0+080

0+010 0+030

TRACK #8

TRACK #9

RECTANGULAR CONCRETE

GUTTER WITHOUT GRATING

200X100mm

RECTANGULAR CONCRETE

GUTTER WITH GRATING

300x300mm

EXISTING GUTTER

TO REMAIN CONCRETE PLATFORM

EXISTING CONCRETE

PLATFORM

E.J.

EXISTING RECTANGULAR

CONCRETE GUTTER

RECTANGULAR CONCRETE

GUTTER WITH GRATING

100x300mm

7000 TYP

TYPE A APPROACH SLAB

SEE DETAIL

TYPE B APPROACH SLAB

SEE DETAIL

EXPANSION JOINT 20mm TYP

RECTANGULAR CONCRETE

GUTTER WITH GRATING

200x300mm

0+0400+000

6010 3770 6010

HIGH QUALITY NON-SHRINK CEMENTITIOUS

GROUT COVERED WITH TWO COMPONENTS

POLYURETHANE-BASED LIQUID ELASTOMERIC

COATING (TYP)

TRACK #7

155038

20 GAP

TYP

3980 3980 3980 1608 3980 3980 3980 1608 3980 3980 3980 1608 3980 3980 3980 1608 3980 3980 3980 1608 3980 3980 3980 1608 3980

39802704 3980 3980 1608 3980 3980 3980 1608 3980 3980 3980 1608 3980 3980 3980 1608 3980 3980 3980 1608 3980 3980 3980 1608 3980

E.J.

3770 3770 3770 6010 3770 3770 6010 3770 3770 6010 3770 3770 6010 3770 3770 6010

37706010 3770 6010 3770 3770 6010 3770 3770 6010 3770 3770 6010 3770 3770 6010 3770 3770 6010

E.J.

EXISTING GUTTER

TO BE ABANDONED

AND GROUTED

0+1630+1600+1400+1200+100

RECTANGULAR CONCRETE

GUTTER WITHOUT GRATING

200X100mm

EXISTING GUTTER TO REMAIN

CONCRETE PLATFORM

RECTANGULAR CONCRETE

GUTTER WITH GRATING

300x300mm

EXISTING RECTANGULAR

CONCRETE GUTTER

RECTANGULAR CONCRETE

GUTTER WITH GRATING

300x300mm

TYPE C APPROACH SLAB

SEE DETAIL

TYPE C APPROACH SLAB

SEE DETAIL ON DWG S-503RECTANGULAR CONCRETE

GUTTER WITH GRATING

200x300mm

DEMO GUTTER

WALL AND

CONNECT TO NEW

GUTTER

155038

1608 3980 3980 3980 1608 3980 3980 3980 1608 3980 3980 3980 1608 3980 3980 3980 1608 3980 3980 3980 1608 3980 3980

1608 3980 3980 3980 1608 3980 3980 3980 1608 3980 3980 3980 1608 3980 3980 3980 1608 3980 3980 3980 1608 3980 3980 1105

6010 3770 3770 6010 3770 3770 6010 3770 3770 6010 3770 3770 6010 3770 3770 6010

3980 3980 3980 3980

RECTANGULAR

CONCRETE

GUTTER

EXISTING GUTTER

TO BE ABANDONED

AND GROUTED

EXISTING GUTTER

TO BE DEMOLISHED

RECTANGULAR CONCRETE

GUTTER WITH GRATING

300x300mm

NOT TO SCALE

DETAIL6

20 GAP

TYPCONCRETE

SLAB

CONCRETE

SLAB

NOMINAL PRECAST SLAB LENGTH

C/C OF JOINTS ON THE PLAN VIEW

NOMINAL PRECAST SLAB LENGTH

C/C OF JOINTS ON THE PLAN VIEW

℄ JOINT

0+190

0+195

0+190

224122.038

RAIL SWITCH

226123.568

RAIL SWITCH

CONNECT TO EXISTING DRAIN

SEE DETAIL

3980 3980 2820

DEMO GUTTER

WALL AND

CONNECT TO NEW

GUTTER

R C

O N

U C

N M

S-103

U T

C .D

U D

- S.

O U

S -D

W G

SCALE 1:150

PRECAST - LAYOUT 1

SCALE 1:150

PRECAST - LAYOUT 2

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U S

Y C

O R

O A

, J

C H

D B

D R

G C

O D

1 2 3 4 5 6 7 8 9 10

O N

Y C

O N

J P-

E, J

K D

N D

US Army Corps of Engineers ®

O M

H N

E, IN

G R

-3

2H V-

-B

-0

2H V1

0 10m5

SCALE 1:150

PLAN

NORTH

0 10m5

SCALE 1:150

PLAN

NORTH

PRECAST SLAB AND GUTTER INSTALLATION NOTES:

1. FOR GENERAL NOTES SEE SHEET G-002.

2. FOR EXCAVATION NOTES SEE SHEET G-002.

3. EXISTING SUBGRADE SOILS SHALL BE IMPROVED WITH PORTLAND CEMENT TO A DEPTH OF 450MM

BELOW BOTTOM OF THE SLAB.

4. ALL PRECAST SLABS AND GUTTERS SHALL BE FOUNDED ON IMPROVED SUB GRADE SOIL LAYER WITH A

REQUIRED MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 140KPa WITH A MINIMUM CALIFORNIA BEARING RATIO (CBR) VALUE OF 20. REFER TO IAW JIS A 1211 FOR STANDARD TESTING METHOD FOR CBR OF LABORATORY COMPACTED SOILS. PROVIDE CURING AS NEEDED TO ACHIEVE THE SPECIFIED

BEARING CAPACITY AND CBR.

5. THE ALLOWABLE SOIL BEARING CAPACITY SHALL BE CONFIRMED BY PLATE BEARING TESTS IN ACCORDANCE TO JGS 1521 PROVIDED TO THE CONTRACTING OFFICER PRIOR TO THE PRECAST SLAB

INSTALLATION.

6. PLACE A 50 MM THICK LAYER OF LEAN CONCRETE (F'c = 18 MPA) IN BETWEEN THE IMPROVED SUBGRADE

AND THE PRECAST SLABS.

ESTIMATED QUANTITIES

3.970m GUTTER 600mm WIDE

3.970m GUTTER 500mm WIDE

3.970m GUTTER 400mm WIDE

TYP 5.590m PRECAST SLABS WITH GUTTER

TYP 3.749m PRECAST SLABS

ITEM TOTAL EST AS CONSTR

TYP 5.590m END PRECAST SLABS WITH GUTTER

1.396m GUTTER 600mm WIDE

1.416m GUTTER 600mm WIDE

2.784m GUTTER 600mm WIDE

2.810m GUTTER 600mm WIDE

3.453m GUTTER 600mm WIDE 1

1310 11

S-504

S-504 S-103

S-504S-504S-504 S-504

S-504 S-504

S-504

S-503

SCALE 1:20

PLAN VIEW - TYPICAL CONCRETE SLAB UNIT

℄ TRACK

SCALE 1:20

SECTION

SCALE 1:20

SECTION

SCALE 1:20

SECTION

SCALE 1:20

PLAN VIEW - TYPICAL CONCRETE SLAB UNIT WITH GUTTER

℄ TRACK ℄ TRACK

SCALE 1:20

SECTIOND

S-501

℄ TRACK

37502895 200 2895

2895 200 2895

2206116 116

2324 116

2206116 116

RECTANGULAR

CONCRETE GUTTER

RECTANGULAR

CONCRETE GUTTER

0.5%0.5%

1% 1%

150 MIN

300 MAX

150 MIN

300 MAX

MAX

7 PAIRS OF RAIL

PRE-ASSEMBLED

FASTENING SYSTEM

(TYP), SEE SPEC

SECTION # 34 11 00/2.7

2 - 6 PAIRS OF RAIL

PRE-ASSEMBLED FASTENING

(TYP), SEE SPEC SECTION

34 11 00, PARA. 2.7

TYPICAL CONCRETE SLAB UNIT WITH GUTTER

SCALE 1:20

SECTIONC

FOR TYPICAL END PRECAST CONCRETE SLAB

RESERVATION OR

INSERT (TYP)

SEE PRECAST NOTE 3

2895 200 2895

300 570 5120

RECTANGULAR

CONCRETE GUTTER

1 2

EXPANSION JOINT

20mm TYP

2020 EXPANSION JOINT

20mm TYP

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U S

Y C

O R

O A

, J

C H

D B

D R

G C

O D

1 2 3 4 5 6 7 8 9 10

O N

Y C

O N

J P-

E, J

K D

N D

US Army Corps of Engineers ®

O M

H N

E, IN

G R

-3

2H V-

-B

-0

2H V1

S-501

C O

N C

O N

C .D

U D

- S.

O U

S -D

W G

R C

O N

U C

N M

SCALE 1:20

0 500 1000mm

PRECAST NOTES:

1. FOR GENERAL NOTES AND STRUCTURAL NOTES SEE SHEET G-002.

2. FOR PRECAST INSTALLATION NOTES SEE SHEET S-501.

3. PROVIDE AND SECURE AT LEAST TWO (2) RESERVATION TUBES OR INSERTS FROM

PRE-ASSEMBLED FASTENING SYSTEM FOR EACH REQUIRED RAIL FASTENER

PRIOR TO POURING CONCRETE.

4. PROVIDE SHOP DRAWING FOR REVIEW AND ACCEPTANCE BY CONTRACTING

OFFICER PRIOR TO START OF FABRICATION.

SCALE 1:20

PLAN VIEW - TYPICAL CONCRETE SLAB UNIT

℄ TRACK

D22 TOP

D25 TOP

D25 @ 150 AT BOT DRAIN TROUGH

D22 TOP

D25

ADDITIONAL 4-D25 AT

BOT DRAIN TROUGH

AS SHOWN

50 TYP

50 TY

2-D16 TYP

D16 TYP

D16

D16 @ 300

2-D16 D16 TYP

@ 300

D16 TYP D16 TYP D16 TYP

D22 @ 300

TOP TYP

D25 @ 150

BOT TYP

D25 BOT D25 BOT

D22

2300 TYP

SCALE 1:20

SECTION

SCALE 1:20

SECTION

SCALE 1:20

SECTION - TYPICAL CONCRETE SLAB WITH GUTTER UNIT

C D

SCALE 1:20

PLAN VIEW - TYPICAL CONCRETE SLAB WITH GUTTER UNIT

℄ TRACK ℄ TRACK

SCALE 1:20

SECTIONB

S-502

2 SP

@ 150 = 300

1508 SP

@ 100 = 800

8 SP

@ 100 = 800

D25

℄ TRACK

2 SP

@ 150 = 300

1508 SP

@ 100 = 800

8 SP

@ 100 = 800

600 TYP

15 SP @ 150 = 2250 (C/C)

D25 TYP

D16 TYP

2-D16 TYP

D25 TYP

D16 TYP

T O

B O

D16 @ 300 600

A T

2-D25

BOT END

A T

D25 TOP2-D16

D16 @ 300

ADDITIONAL D25

AT BOT DRAIN

TROUGH

D22

D25

D25 @ 150

BOT TYP

D25 @ 150

BOT TYP

D22 @ 300

TOP TYP

D22 @ 300

TOP TYP

B O

T O

O T

O F

D R

T R

O U

G H

SCALE 1:20

DETAIL16

℄ RAIL

300 300

0+000

50 TYP

D25 @ 2002-D25

2-D16

D16 @ 300

D25 @ 150

BOT TYP

D25 @ 200

2-D16

SCALE 1:20

SECTION - END CONCRETE SLAB E

RAIL FASTENING PLATE

@ 600mm c/c

CENTER-TO-CENTER

RAIL FASTENING PLATE

TYP

50 TYP

S-502

2 SP

@ 157.5

= 315

2 SP

@ 170 = 340

2 SP

@ 250 = 500

2 SP

@ 250 = 500

3 SP

@ 190 = 570

D22

D25

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U S

Y C

O R

O A

, J

C H

D B

D R

G C

O D

1 2 3 4 5 6 7 8 9 10

O N

Y C

O N

J P-

E, J

K D

N D

US Army Corps of Engineers ®

O M

H N

E, IN

G R

-3

2H V-

-B

-0

2H V1

S-502

C O

N C

R C

C .D

U D

- S.

O U

S -D

W G

R C

O N

U C

N M

SCALE 1:20

0 500 1000mm

0+000

D25 @ 200

MESH D10 @ 200

20mm

GAP (TYP)

PRECAST END

CONCRETE SLAB

WITH GUTTER

(TYP)

SCALE 1:20

APPROACH SLAB REINFORCEMENT - SECTION 1

SCALE 1:20

APPROACH SLAB - PLAN

LENGTH

APPROACH SLAB

D25 @ 200

PRECAST END CONCRETE

SLAB WITH GUTTER (TYP)

APPROACH SLAB

0+000

SCALE 1:20

APPROACH SLAB - ELEVATION

0.5%

2.14% SLAB SLOPE

S-503

SCALE 1:20

APPROACH SLAB REINFORCEMENT - SECTION 2B

MESH D10 @ 200

D25 @ 200D25 @ 200

S-503

SCALE 1:20

APPROACH SLAB REINFORCEMENT - SECTION 3C

D25 @ 200D25 @ 200

2.35%

IMPROVED SUB-GRADE

SOIL LAYER (TYP)

℄ TRACK24

C B

S-503 S-503

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U S

Y C

O R

O A

, J

C H

D B

D R

G C

O D

1 2 3 4 5 6 7 8 9 10

O N

Y C

O N

J P-

E, J

K D

N D

US Army Corps of Engineers ®

O M

H N

E, IN

G R

-3

2H V-

-B

-0

2H V1

S-503

H S

- R

R C

D D

C .D

U D

- S.

O U

S -D

W G

R C

O N

U C

N M

SCALE 1:20

0 500 1000mm

APPROACH SLABS

SLAB TYPE TOTAL EST QTY AS CONSTR

TYPE A

TYPE B

TYPE C

WIDTH (mm)

LENGTH (mm)

LOCATION

NE & SE

RECTANGULAR

CONCRETE GUTTER

20x20mm

CHAMFER

(TYP)

GRATING (SEE STRUCTURAL

NOTES 2 ON SHEET G-002)

800 800

D10 @ 200

CONCRETE SLAB

WITH GUTTER UNIT

RECTANGULAR

CONCRETE GUTTER

300X300mm

RECTANGULAR

CONCRETE GUTTER

100X300mm

CONCRETE GUTTER

JOINT (TYP)

SEE DETAIL

D10 @ 300150

SCALE 1:20

TYPICAL SECTION

SCALE 1:20

DETAIL

SCALE 1:20

DETAIL

SCALE 1:20

DETAIL A

D10 EACH SIDE

CONCRETE SLAB

WITH GUTTER UNITPRECAST CONCRETE GUTTER

TYPE L1

PRECAST CONCRETE GUTTER

TYPE L2

PRECAST CONCRETE GUTTER

TYPE T1

℄ GUTTER

300 800

S-504

℄ GUTTER

300 800

499 500601

SCALE 1:20

DETAIL

PRECAST CONCRETE GUTTER

TYPE T2

CONCRETE GUTTER JOINT (TYP)

SEE DETAIL

PRECAST GUTTER UNITS

ITEM TOTAL EST QTY AS CONSTR

T. UNITS

WIDENING UNITS

TYPE L1

TYPE L2

TYPE L3

90 ° ELBOW UNITS

TYPE W1

TYPE W2

TYPE T1

℄ GUTTER

CONCRETE SLAB

WITH GUTTER UNIT

TYPE T2

TYPE T3

CONCRETE SLAB

WITH GUTTER UNIT

SCALE 1:20

DETAIL

PRECAST CONCRETE GUTTER

TYPE T3

℄ GUTTER

800 800

CONCRETE SLAB

WITH GUTTER UNIT

1000 1000 1970

RECTANGULAR

CONCRETE GUTTER

200X300mm

SCALE 1:20

DETAIL

PRECAST CONCRETE GUTTER

TYPE W1

CONCRETE GUTTER JOINT (TYP)

SEE DETAIL 2

CONCRETE SLAB

WITH GUTTER UNIT

RECTANGULAR

CONCRETE GUTTER

200X300mm

SCALE 1:20

DETAIL

PRECAST CONCRETE GUTTER

TYPE T4

℄ GUTTER

800 800

TYPE T4 3

CONCRETE SLAB

WITH GUTTER UNIT

1000 1000

RECTANGULAR

CONCRETE GUTTER

RECTANGULAR

CONCRETE GUTTER

SCALE 1:20

DETAIL

PRECAST CONCRETE GUTTER

TYPE W2

RECTANGULAR

CONCRETE GUTTER

300x300mm MIN

PRECAST CONCRETE GUTTER

TYPE L3

SCALE 1:20

DETAIL

RECTANGULAR

CONCRETE GUTTER

300X300mm

RECTANGULAR

CONCRETE GUTTER

300X300mm

RECTANGULAR

CONCRETE GUTTER

100X300mm

RECTANGULAR

CONCRETE GUTTER

100X300mm

600mm WIDE GUTTER SHOWN 500mm AND 400mm WIDE SIMILAR

7 8 9

10 11 12

151413

NOT TO SCALE

DETAIL16

EXISTING

STRUCTURE

EXISTING

DRAINAGE

GUTTER

FILL WITH LOW SHRINK

HYDRAULIC GROUT

PRECAST

CONCRETE

RECTANGULAR

GUTTER WITH

GRATING

DEMOLISH

EXISTING

STRUCTURE

WALL AND BEND

REBARS TO

INSTALL NEW

GUTTER

CONNECTION OF PRECAST GUTTER TO

EXISTING STRUCTURE

EXISTING

DRAINAGE

GUTTER

DEMOLISH EXISTING

GUTTER WALL AT STA

0+163 AND BEND REBARS

TO INSTALL NEW

GUTTER

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U S

Y C

O R

O A

, J

C H

D B

D R

G C

O D

1 2 3 4 5 6 7 8 9 10

O N

Y C

O N

J P-

E, J

K D

N D

US Army Corps of Engineers ®

O M

H N

E, IN

G R

-3

2H V-

-B

-0

2H V1

S-504

G U

C O

N C

E G

C .D

U D

- S.

O U

S -D

W G

R C

O N

U C

N M

SCALE 1:20

0 500 1000mm

PRECAST GUTTER NOTES:

1. FOR GENERAL NOTES SEE SHEET G-002.

2. FOR PRECAST GUTTER INSTALLATION NOTES SEE SHEET S-103.

3. PROVIDE SHOP DRAWING FOR REVIEW AND ACCEPTANCE BY THE

CONTRACTING OFFICER PRIOR TO START OF FABRICATION.

S-102

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C-503

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S-103

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60689664 S-DT0008-0

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