3_-_Engineering_Drawings _Daegu_AB.pdf

PDF 26 MB Posted May 5, 2016

Attached to: Site Visit Notice Federal contract opportunity
Solicitation number: FA8903-16-B-0016
Issued by: Department of the Air Force Materiel Command Installation and Mission Support Center Installation Contracting Agency

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Attachment 3 - Engineering Drawings Daegu AB

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File	Type	Posted
Site_Visit_Notice_Amendment_02_-_IFB_0016.pdf	PDF	Mar 14, 2017
Attch_2_-_FA8903-16-B-0016_Bidder_Question_Template.xlsx	XLSX spreadsheet	Jun 22, 2016
Attch_1_-_FA8903-16-B-0016_SOW_dated_21_June_16.pdf	PDF	Jun 22, 2016
FA8903-16-B-0016_Questions_and_Draft_Statement_of_Work.pdf	PDF	Jun 22, 2016
FA8903-16-B-0016_Kimhae_and_Dague_Site_Visit_sign_in_sheet.pdf	PDF	Jun 15, 2016
FA8903-16-B-0016_Site_Visit_Notice_Amendment.pdf	PDF	May 19, 2016
FA8903-16-B-0016_Site_Visit_Memo.pdf	PDF	May 5, 2016
4_-_Engineering_Drawings_-_Kimhae_AB.pdf	PDF	May 5, 2016
2_-_EAL_Kimhae_and_Daegu_AB.xlsx	XLSX spreadsheet	May 5, 2016
1_-_Draft_Appendix_A.pdf	PDF	May 5, 2016

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SECTION 3:

SUPPORTING TECHNICAL DOCUMENTS

PROJECT LOCATION

MILITARY SERVICE STATION

PROJECT LOCATION

BULK STORAGE FACILITY

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

C H

A P

V D

B Y

A P

V D

SHEET

DWG

C H

I L L

L L

I G

H T

E S

E R

V E

C H

N D

O T

S E

J E

H O

I T

T E

U T

H O

R I Z

A T

I O

M H

I L

T H

U M

E N

E A

I G

C O

R P

O R

A T

E I N

I N

S T

R U

M E

R O

F E

S S

I O

N A

E R

V I C

P E

R T

F R

E U

O C

U M

E N

T S c

N O

S T

R U

C T

I O

T A

E G

O U

E A

1140312

20-4-2015

1 2 3 4 5

M C

M H i l l a f c e c s i t e o l l o w o n d e s i g n c a d b i m c a d t a e g u c a d G d w g j r d a n

INDEX OF DRAWINGS

SHEET

ID.

DEFICIENCY FACILITY DESCRIPTION

G-001 -- -- COVER SHEET

G-002 -- -- INDEX SHEET

G-100 -- -- DEFICIENCY SITE PLAN MILITARY SERVICE STATION

G-101 -- -- DEFICIENCY SITE PLAN BULK STORAGE FACILITY

G-102 -- -- DEFICIENCY SITE PLAN SOUTH BULK STORAGE FACILITY

G-103 -- -- DEFICIENCY SITE PLAN WEST BULK STORAGE FACILITY

G-104 -- -- DEFICIENCY SITE PLAN EAST BULK STORAGE FACILITY

G-105 -- -- DEFICIENCY SITE PLAN NORTH BULK STORAGE FACILITY

C-001 -- --

GENERAL CIVIL NOTES, LEGENDS AND ABBREVIATIONS

C-101 DEFICIENCY N-15102-05 FACILITY 105 REPAIR SPILL CONTAINMENT

C-110

DEFICIENCY N-15179-05 (1)

FACILITY 710 REPAIR SPILL CONTAINMENT

C-111

DEFICIENCY N-15179-05 (2)

FACILITY 618 REPAIR SPILL CONTAINMENT

C-120 DEFICIENCY N-15181-05 FACILITY 709 REPAIR SPILL CONTAINMENT

C-130 DEFICIENCY TAE006 FACILITY 628

PROVIDE CONCRETE CONTAINMENT AROUND STRAINER NEAR RAIL RECEIPT

AND CONCRETE PAD AT ADJACENT SLOP TANK

C-140 DEFICIENCY TAE015 FACILITY 6220 INSTALL CURB AT DOORWAY OF PUMP ROOM

C-141 DEFICIENCY TAE027 FACILITY 618 TEMPERED EYEWASH/SHOWER

C-150 DEFICIENCY TAE076 FACILITY 702 DEMOLISH TANK 702

C-151

DEFICIENCY N-037614-09 (1)

FACILITY 510 INSTALL EMERGENCY EYEWASH/SHOWER

C-160 DEFICIENCY TAE079 FACILITY 703 DEMOLISH TANK 703

C-161

DEFICIENCY N-037614-09 (2)

FACILITY 709 INSTALL EMERGENCY EYEWASH/SHOWER

C-170 DEFICIENCY TAE005 FACILITY 6220 INSTALL EYEWASH/SHOWER

C-171 DEFICIENCY TAE038 FACILITY 105 TEMPERED EYEWASH/SHOWER

C-180 DEFICIENCY TAE012 FACILITY 628 DEMOLISH 3 ABANDONED PIPE DAYLIGHTS ADJACENT TO BUILDING

C-181 DEFICIENCY TAE023 FACILITY 105 REPAIR LEAKING TANK-TOP PUMP PIT CONNECTIONS

C-190

DEFICIENCY N-015214-06 (2)

FACILITY 105 MULTIPLE REPAIRS

C-510

DEFICIENCY N-15179-05 (1)

FACILITY 710 REPAIR SPILL CONTAINMENT

C-511

DEFICIENCY N-15179-05 (2)

FACILITY 618 REPAIR SPILL CONTAINMENT

C-520 DEFICIENCY N-015181-05 FACILITY 709 REPAIR SPILL CONTAINMENT

C-550 DEFICIENCY TAE076 FACILITY 702 DEMOLISH TANK 702

C-560 DEFICIENCY TAE079 FACILITY 703 DEMOLISH TANK 703

S-301 DEFICIENCY TAE003 FACILITY 628 NEW LOW POINT DRAIN / HIGH POINT VENT PIT SECTION & DETAILS

S-302

DEFICIENCY N-037615-09 (1)

FACILITY 704 ROLLING PIT COVER DETAILS

S-303 DEFICIENCY TAE004 FACILITY 628 UPGRADE VALVE PIT 7 - WALL DETAILS

S-304 DEFICIENCY TAE004 FACILITY 628 UPGRADE VALVE PIT 7 - PIT COVER DETAILS

S-305

DEFICIENCY N-037615-09 (2)

FACILITY 705 ROLLING PIT COVER DETAILS

S-306 DEFICIENCY TAE008 FACILITY 707 SLOP TANK PAD & ANCHORAGE DETAILS

S-307 DEFICIENCY N-015214-06 FACILITY 105 MULTIPLE REPAIRS

S-308 DEFICIENCY TAE013 FACILITY 628 RAPLACE BALL VALVES WITH DBB VALVES

S-309 DEFICIENCY TAE018 FACILITY 628 REPLACE BALL VALVES WITH DBB VALVES IN PIT 9

S-310 DEFICIENCY TAE021 FACILITY 628 REPLACE BALL VALVES WITH DBB VALVES

S-311 DEFICIENCY TAE010 FACILITY 704 REPAIR LEAKING MANWAY

S-312 DEFICIENCY TAE004 FACILITY 628 UPGRADE VALVE PIT 7

P-101 DEFICIENCY TAE038 FACILITY 105 TEMPERED EYEWASH/SHOWER

P-102 DEFICIENCY TAE005 FACILITY 6220 INSTALL EYEWASH/SHOWER

P-103 DEFICIENCY TAE027 FACILITY 618 TEMPERED EYEWASH/SHOWER

P-104

DEFICIENCY N-037614-09 (1)

FACILITY 710 INSTALL EMERGENCY EYEWASH/SHOWER AT THESE FACILITIES

P-105

DEFICIENCY N-037614-09 (2)

FACILITY 709 INSTALL EMERGENCY EYEWASH/SHOWER AT THESE FACILITIES

P-501 DEFICIENCY TAE038 FACILITY 105 TEMPERED EYEWASH/SHOWER

P-502 DEFICIENCY TAE005 FACILITY 6220 INSTALL EYEWASH/SHOWER

P-503 DEFICIENCY TAE027 FACILITY 618 TEMPERED EYEWASH/SHOWER

P-504

DEFICIENCY N-037614-09 (1)

FACILITY 709 INSTALL EMERGENCY EYEWASH/SHOWER AT THESE FACILITIES

P-505

DEFICIENCY N-037614-09 (2)

FACILITY 709 INSTALL EMERGENCY EYEWASH/SHOWER AT THESE FACILITIES

F-001 -- --

GENERAL NOTES, LEGEND & ABBREVIATIONS

F-501 DEFICIENCY N-015210-06 FACILITY 628 REPLACE BALL VALVES WITH PLUG VALVES AND PROVIDE THERMAL RELIEFS

F-502 DEFICIENCY N-015212-06 FACILITY 628 WATERPROOF AND REPAIR VALVE PITS

F-503 DEFICIENCY TAE003 FACILITY 628 DEMOLISH MULTIPLE LPD/HPV PITS

F-504 DEFICIENCY TAE003 FACILITY 628 DEMOLISH MULTIPLE LPD/HPV PITS

F-505 DEFICIENCY TAE003 FACILITY 628 DEMOLISH MULTIPLE LPD/HPV PITS

INDEX OF DRAWINGS

SHEET

ID.

DEFICIENCY FACILITY DESCRIPTION

F-506 DEFICIENCY TAE004 FACILITY 628 UPGRADE/REPAIR VALVE PIT 7

F-507 DEFICIENCY TAE007 FACILITY 628 REPAIR CONCRETE PIPE SUPPORT

F-508 DEFICIENCY TAE011 FACILITY 628 DEMOLISH UNUSED PD METERS

F-509 DEFICIENCY TAE012 FACILITY 628 DEMOLISH 3 ABANDONED PIPE DAYLIGHTS ADJACENT TO BUILDING 6220

F-510 DEFICIENCY TAE013 FACILITY 628 ADD ISOLATION VALVES TO LINE AT PIT 11

F-511 DEFICIENCY TAE014 FACILITY 628 REPLACE SUMP PUMPS WITH STINGERS

F-512 DEFICIENCY TAE016 FACILITY 628

EXCAVATE AND INSTALL LINK SEALS FOR PENETRATIONS IN TANK PUMP

VAULTS

F-513 DEFICIENCY TAE018 FACILITY 628

REPLACE PIPE IN PIT 9, DEMOLISH SPECTACLE BLINDS AND REPLACE WITH

DBB VALVES

F-514 DEFICIENCY TAE021 FACILITY 628

REPLACE BALL VALVES WITH DBB PLUG VALVE (SHEET 1OF 3)

F-515A DEFICIENCY TAE021 FACILITY 628

REPLACE BALL VALVES WITH DBB VALVES (SHEET 2 OF 3)

F-515B DEFICIENCY TAE021 FACILITY 628

REPLACE BALL VALVES WITH DBB VALVES (SHEET 3 OF 3)

F-516 DEFICIENCY TAE159 FACILITY 619 DEMOLISH FILLSTANDS 7 & 8

F-517 DEFICIENCY TAE010 FACILITY 704 REPAIR LEAKING MANWAY

F-518 DEFICIENCY TAE017A FACILITY 704 PROVIDE BYBASS CONTROL VALVES ON RECIRCULATION LINE FOR TANK 704

F-519

DEFICIENCY TAE002 (1)

FACILITY 705 REPLACE EXISTING PUMP

F-520

DEFICIENCY TAE002 (1)

FACILITY 705 REPLACE EXISTING PUMP

F-521 DEFICIENCY TAE017B FACILITY 705 PROVIDE BYPASS CONTROL VALVES ON RECIRCULATION LINE FOR TANK 705

F-522 DEFICIENCY N-015189-05 FACILITY 751 REPLACE BALL VALVES WITH DBB VALVES

F-523 DEFICIENCY N-015190-05 FACILITY 752 REPLACE BALL VALVES WITH DBB VALVES

F-524 DEFICIENCY TAE019 FACILITY 6220 PROVIDE LINK SEALS THROUGH WALL PENETRATIONS AT 6220

F-525 DEFICIENCY TAE022 FACILITY 6222

DEMOLISH ALL GROUND FUELS INFRASTRUCTURE INCLUDING

LOADING/OFF-LOADING CONNECTIONS

F-526 DEFICIENCY TAE022 FACILITY 6222 REMOVE PUMPS

F-527 DEFICIENCY TAE020 FACILITY 6232 DEMOLISH DIESEL DRIVEN FUEL PUMP FOR TKP LINE

F-528 DEFICIENCY N-015214-06 FACILITY 106 MULTIPLE REPAIRS

F-529 DEFICIENCY TAE023 FACILITY 105 REPAIR LEAKING TANK-TOP PUMP PIT CONNECTIONS

F-530A DEFICIENCY N-015212-06 FACILITY 628 WATERPROOF AND REPAIR VALVE PITS

F-530B DEFICIENCY N-015212-06 FACILITY 628 WATERPROOF AND REPAIR VALVE PITS

F-531

DEFICIENCY TAE002 (2)

FACILITY 705 REPLACE EXISTING PUMP

F-532

DEFICIENCY TAE002 (2)

FACILITY 705 REPLACE EXISTING PUMP

E-001 -- --

ELECTRICAL LEGEND, ABBREVIATIONS, AND NOTES

E-002 -- -- HAZARDOUS AREA CLASSIFICATION SITE PLAN

E-003 -- -- HAZARDOUS CLASSIFICATION DETAILS

E-401 DEFICIENCY TAE159 FACILITY 619 DEMOLISH FILLSTANDS 7 & 8

E-402 DEFICIENCY TAE074 FACILITY 702 DEMOLISH ELECTRICAL EQUIPMENT RACK

E-403 DEFICIENCY TAE075 FACILITY 702 REMOVE FEEDER CONDUCTORS TO PANEL MDP LOCATED IN 6230

E-404 DEFICIENCY TAE077 FACILITY 703 DEMOLISH ELECTRICAL EQUIPMENT RACK

E-405 DEFICIENCY TAE078 FACILITY 703 REMOVE FEEDER CONDUCTORS TO PANEL MDP LOCATED IN 6230

E-406

DEFICIENCY TAE002(1)

FACILITY 705 REPLACE EXISTING PUMP

E-407 DEFICIENCY TAE029 FACILITY 6220 GROUNDING

E-409 DEFICIENCY TAE022 FACILITY 6222

DEMOLISH ALL GROUND FUELS INFRASTRUCTURE INCLUDING

LOADING/OFF-LOADING CONNECTIONS

E-410 DEFICIENCY TAE022 FACILITY 6222 REMOVE PUMPS

E-411 DEFICIENCY TAE022 FACILITY 6222

DEMOLISH CONDUIT BACK TO CEILING MOUNTED JUNCTION BOXES

MOUNTED ON CEILING

E-412 DEFICIENCY TAE022 FACILITY 6222 DEMOLISH CONDUCTORS FROM PUMPS TO STARTERS LOCATED IN 6221

E-413 DEFICIENCY TAE032 FACILITY 6225 GROUNDING

E-415 DEFICIENCY TAE031 FACILITY 6232 METAL ROOFING IS NOT EQUIPPED WITH PROPER GROUNDING

E-416

DEFICIENCY N-015214-06 (2)

FACILITY 105 MULTIPLE REPAIRS

E-417 DEFICIENCY TAE039 FACILITY 105 LIGHTNING PROTECTION

E-418

DEFICIENCY TAE002(2)

FACILITY 705 INSTALL NEW PUMP

E-501

DEFICIENCY N-037614-09 (1)

FACILITY 710 INSTALL EMERGENCY EYEWASH/SHOWER AT THESE FACILITIES

E-502

DEFICIENCY N-037614-09 (2)

FACILITY 709 INSTALL EMERGENCY EYEWASH/SHOWER AT THESE FACILITIES

E-503 DEFICIENCY TAE027 FACILITY 618 TEMPERED EYEWASH/SHOWER

E-504 DEFICIENCY TAE005 FACILITY 6220 INSTALL EYEWASH/SHOWER

E-505 DEFICIENCY TAE038 FACILITY 105 TEMPERED EYEWASH/SHOWER

E-601

DEFICIENCY TAE002(2)

FACILITY 705 INSTALL NEW PUMP

E-602

DEFICIENCY TAE002(2)

FACILITY 705 INSTALL NEW PUMP

I N

D E

H E

E T

G-002

A J M

J E

J K

G U

C G

N-015214-06 (1)

S-307

MULTIPLE REPAIRS

F-528

REPAIR PUMP PIT

CONNECTIONS

LIGHTING PROTECTION

SCALE: 1:50

SCALE:

MILITARY SERVICE STATION

1:50

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

C H

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L L

I G

H T

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E R

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C H

S E

J E

H O

I T

T E

U T

H O

R I Z

A T

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M H

I L

T H

U M

E N

E A

I G

C O

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O R

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E I N

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F E

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P E

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M H i l l c e c s i l l o w o n d e s i g n c a d b i m c a d t a e g u c a d G d r d a

FACILITY

DEFICIENCY /

TITLE

N-XXXX-XX

X-101

DEFICIENCY / TITLE

1. SEE G-002 FOR FACILITY / DEFICIENCY COORDINATION.

2. CALLOUT IDENTIFIES AFFECTED FACILITY LOCATION.

SHEET NUMBER OF DRAWING WHERE

DETAIL IS SHOWN/REFERENCED

DEFICIENCY LOCATION CALLOUT

DEFICIENCY STATEMENT NUMBER

TEMPERED

EYEWASH/SHOWER

P-101

P-501

D E

F I C

I E

N C

I T

L A

I L

I T

A R

E R

V I C

T A

T I O

G-100

A J M

K G

U C

G P

C-171

C-181

N-015214-06 (2)

E-416

MULTIPLE REPAIRS

C-190

N-015102-05

C-101

REPAIR SPILL

CONTAINMENT

SCALE: 1:1000

SCALE:

BULK STORAGE FACILITY

1:1000

G-104

STORAGE FACILITY

EAST BULK

SOUTH BULK

STORAGE FACILITY

G-102

WEST BULK

STORAGE FACILITY

G-103

G-105

STORAGE FACILITY

NORTH BULK

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

C H

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L L

I G

H T

E S

E R

V E

C H

S E

J E

H O

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T E

U T

H O

R I Z

A T

I O

M H

I L

T H

U M

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E A

I G

C O

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O R

A T

E I N

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S T

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M E

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F E

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V I C

P E

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DEFICIENCY /

TITLE

N-XXXX-XX

X-101

DEFICIENCY / TITLE

1. SEE G-002 FOR FACILITY / DEFICIENCY COORDINATION.

2. CALLOUT IDENTIFIES AFFECTED FACILITY LOCATION.

SHEET NUMBER OF DRAWING WHERE

DETAIL IS SHOWN/REFERENCED

DEFICIENCY LOCATION CALLOUT

DEFICIENCY STATEMENT NUMBER

D E

F I C

I E

N C

I T

L A

U L

T O

R A

I L

I T

G-101

A J M

K G

U C

PROVIDE CONC.

CONTAINMENT

REPAIR CONC. PIPE

SUPPORT

DEMOLISH PIPE

DAYLIGHTS

REPAIR SPILL

CONTAINMENT

TEMPERED

EYEWASH/SHOWER

DEMOLISH

FILLSTANDS 7/8

INSTALL

EYEWASH/SHOWER

INSTALL CURB AT

DOORWAY

PROVIDE LINK

SEALS

GROUND ROOF

DEMOLISH ALL

INFASTRUCTURE

F-526

N-015179-05(2)

C-111

SCALE: 1:250

SCALE:

SOUTH BULK

STORAGE FACILITY

1:250 G-101

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

C H

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L L

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H T

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V E

C H

S E

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P-102

P-502

E-401

P-103

P-503

C-511

DEFICIENCY /

TITLE

N-XXXX-XX

X-101

DEFICIENCY / TITLE

1. SEE G-002 FOR FACILITY / DEFICIENCY COORDINATION.

2. CALLOUT IDENTIFIES AFFECTED FACILITY LOCATION.

SHEET NUMBER OF DRAWING WHERE

DETAIL IS SHOWN/REFERENCED

DEFICIENCY LOCATION CALLOUT

DEFICIENCY STATEMENT NUMBER

D E

F I C

I E

N C

I T

L A

O U

T O

R A

I L

I T

G-102

A J M

K G

U C

G P

E-409

E-410

E-411

E-412

C-170

SCALE: 1:250

S-303

UPGRADE/REPAIR

VALVE PIT 7

REPLACE TANK

ACCESS LIDS

PROVIDE BYPASS

CONTROL VALVES

GROUNDING

N-037615-09 (1)

S-302

REPAIR SPILL

CONTAINMENT

N-015181-05

C-120

REPAIR SPILL

CONTAINMENT

N-015179-05 (1)

C-110

SCALE:

WEST BULK

STORAGE FACILITY

1:250 G-101

PROJ

DATE

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G N

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REPAIR

LEAKING MANWAY

N-037614-09 (2)

E-502

EMERGENCY

EYEWASH/SHOWER

P-105

P-505

N-037614-09 (1)

E-501

EMERGENCY

EYEWASH/SHOWER

P-104

P-504

C-520

C-510

DEFICIENCY /

TITLE

N-XXXX-XX

X-101

DEFICIENCY / TITLE

1. SEE G-002 FOR FACILITY / DEFICIENCY COORDINATION.

2. CALLOUT IDENTIFIES AFFECTED FACILITY LOCATION.

SHEET NUMBER OF DRAWING WHERE

DETAIL IS SHOWN/REFERENCED

DEFICIENCY LOCATION CALLOUT

DEFICIENCY STATEMENT NUMBER

S-304

D E

F I C

I E

N C

I T

L A

E S

U L

T O

R A

I L

I T

G-103

A J M

K G

U C

G P

C-151

S-311

S-312

REPLACE VALVES

ADD ISOLATION

VALVES

DEMOLISH SPECTACLE BLINDS

AND REPLACE WITH DBB VALVES

DEMO ELEC.

EQUIPMENT RACK

DEMOLISH TANK

DEMO ELEC.

EQUIPMENT RACK

REMOVE FEEDER

CONDUCTORS

DEMOLISH TANK

REPLACE TANK

ACCESS LIDS

DEMO DIESEL

DRIVEN PUMP

GROUND ROOF

N-037615-09(2)

S-305

N-015210-06

F-501

E-406

REPLACE

EXISTING PUMP

TAE002 (1)

F-519

E-601

PROVIDE BYPASS

CONTROL VALVES

TAE017B

F-521

SCALE: 1:250

SCALE:

EAST BULK

STORAGE FACILITY

1:250 G-101

PROJ

DATE

D A

T E

N O

D S

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REMOVE FEEDER

CONDUCTORS

E-602

C-550

C-560

DEFICIENCY /

TITLE

N-XXXX-XX

X-101

DEFICIENCY / TITLE

1. SEE G-002 FOR FACILITY / DEFICIENCY COORDINATION.

2. CALLOUT IDENTIFIES AFFECTED FACILITY LOCATION.

SHEET NUMBER OF DRAWING WHERE

DETAIL IS SHOWN/REFERENCED

DEFICIENCY LOCATION CALLOUT

DEFICIENCY STATEMENT NUMBER

D E

F I C

I E

N C

I T

L A

A S

U L

T O

R A

I L

I T

G-104

A J M

K G

U C

G P

F-520

F-519A

F-519B

TAE002 (2)REPLACE

EXISTING PUMP

E-418

E-601

E-602

DEMOLISH UNUSED

PD METERS

REPLACE BALL

VALVES

REPLACE BALL

VALVES

N-015189-05

F-522

N-015190-05

F-523

SCALE: 1:250

SCALE:

NORTH BULK

STORAGE FACILITY

1:250 G-101

PROJ

DATE

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REPAIR

SLOP TANKS

DEFICIENCY /

TITLE

N-XXXX-XX

X-101

DEFICIENCY / TITLE

1. SEE G-002 FOR FACILITY / DEFICIENCY COORDINATION.

2. CALLOUT IDENTIFIES AFFECTED FACILITY LOCATION.

SHEET NUMBER OF DRAWING WHERE

DETAIL IS SHOWN/REFERENCED

DEFICIENCY LOCATION CALLOUT

DEFICIENCY STATEMENT NUMBER

D E

F I C

I E

N C

I T

L A

O R

T O

R A

I L

I T

G-105

A J M

K G

U C

APPROXIMATELY

ARCHITECTURAL

BARREL

BACK OF CURB AT FINISHED GRADE

BUILDING

BOTTOM

BOTTOM OF WALL AT FINISHED GRADE

CENTERLINE

CUBIC FEET

CLEAN OUT

CONCRETE

CONTRACTING OFFICER'S REPRESENTATIVE

CHLORINATED POLYVINYL CHLORIDE

DROP INLET

DIAMETER

DUCTILE IRON PIPE

DOUBLE WING CATCH BASIN

EMERGENCY EYEWASH/SHOWER

EMERGENCY FUEL SHUT OFF

ELECTRICAL

ELEVATION

EDGE OF PAVEMENT

EASEMENT

EXISTING

FLARED END SECTION

FINISH FLOOR ELEVATION

FIRE HYDRANT

FEET

GRADED AGGREGATE BASE

HIGH DENSITY POLYETHYLENE PIPE

HORIZONTAL

HEIGHT

HEADWALL

IDENTIFICATION

INVERT ELEVATION

INCH

INCORPORATED

INVERT

IRON PIN FOUND

IRON PIN SET

JUNCTION BOX

LINEAR FEET

LAND LOT

LIGHT POLE

MAXIMUM

MECHANICAL

MITERED END SECTION

MINIMUM

MONUMENT

NUMBER

NOT TO SCALE

ON CENTER

ON CENTER EACH WAY

OUTLET CONTROL STUCTURE

OUTSIDE DIAMETER

POINT KNOWN

POINT OF BEGINNING

PETROLEUM, OILS, AND LUBRICANTS

PROPOSED

POUNDS PER SQUARE INCH

POWER-TELEPHONE POLE

POLYVINYL CHLORIDE

QUALITY CONTROL

REINFORCED CONCRETE PIPE

RIGHT OF WAY

STORM DRAIN

SILT FENCE

SPECIFICATIONS

SQUARE

SANITARY SEWER

SANITARY SEWER MANHOLE

STANDARD

STORM WATER MANAGEMENT

TEMPORARY BENCHMARK

TOP OF WALL

TYPICAL

VERTICAL

WATER METER

WATER VALVE

WELDED WIRE FABRIC

WITH

YEAR

APPROX.

ARCH.

BBL

BLDG

BOT

CONC

COR

CPVC

DIA.

DIP

DWCB

EEWS

EFSO

ELEC.

ELEV

ESMT

EX.

FES

FFE

G.A.B.

HDPE

HORZ.

I.D.

I.E.

IN.

INC.

INV

IPF

IPS

MAX.

MECH

MES

MIN.

MON.

NO.

NTS

O.C.

OCEW

OCS

O.D.

POB

POL

PROP

PSI

PTP

PVC

RCP

R/W

SPEC

SSMH

STD

SWM

TBM

TYP

VERT.

WWF

ABBREVIATIONS:

CIVIL GENERAL NOTES:

1. EXISTING CONDITIONS WERE TAKEN FROM:

SITE INVESTIGATIONS PERFORMED BY POND & COMPANY

AERIAL IMAGARY

2. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ACTUAL EXISTING

CONDITIONS MAY VARY FROM WHAT IS REPRESENTED IN THESE DRAWINGS.

CONTRACTOR SHALL IDENTIFY EXACT UTILITY LOCATIONS IN THE FIELD PRIOR TO

EXCAVATION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID DAMAGE TO EXISTING

UTILITIES. SOME UTILITIES MAY NOT BE SHOWN. CONTRACTOR SHALL NOTIFY

CONTRACTING OFFICER OF ANY DIFFERING CONDITIONS PRIOR TO CONSTRUCTION.

3. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE DRAINAGE TO

DRAINAGE STRUCTURES AND DITCHES. NATURAL FLOW OF SURROUNDING WATERS

SHALL NOT BE DISTURBED DURING CONSTRUCTION.

4. ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE STOCKPILED AND MAINTAINED IN AN

APPROVED AREA DURING CONSTRUCTION. EXCESS OR UNUSABLE TOPSOIL SHALL BE

DISPOSED OF OFF-SITE IN A MANNER THAT IS LEGAL AND CONSISTENT WITH ALL LOCAL,

STATE AND FEDERAL REQUIREMENTS. CONTRACTOR SHALL PROVIDE A STOCKPILE

MANAGEMENT PLAN WITH SITE SPECIFIC BMP'S.

5. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION

WASTE AND DEBRIS FROM THE SITE IN A MANNER THAT IS LEGAL AND CONSISTENT WITH

ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

6. CONTRACTOR SHALL MATCH ALL NEW PAVEMENT FLUSH WITH EXISTING, UNLESS

OTHERWISE NOTED.

7. ALL DIMENSIONS ARE TAKEN FROM/TO FENCE LINE, FACE OF CURB, EDGE OF PAVEMENT,

FACE OF WALL, TANK SHELL, FACE OF BUILDING, CENTERLINE OF STRIPING OR EDGE OF

SIDEWALK, UNLESS OTHERWISE NOTED.

8. CONTRACTOR SHALL ENSURE ALL EXISTING TOPS OF MANHOLES AND VALVE BOXES

IMPACTED BY CONSTRUCTION ARE RAISED AND/OR LOWERED TO BE FLUSH WITH

FINISHED GRADES.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING INSTALLATION OF ALL

NEW UTILITIES WITH THOSE THAT ARE EXISTING. IF EXISTING PRESSURIZED UTILITIES

(SUCH AS WATER MAINS) ARE IN CONFLICT WITH NEW GRAVITY SYSTEMS, THE

CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER.

10. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN

PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS

ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND SAFETY PRECAUTIONS AS

REQUIRED BY ANY REGULATORY AGENCY.

DETAIL NUMBER

SHEET NUMBERS OMITTED IF SECTION IS CUT

AND/OR DETAILED ON SAME DRAWING.

SHEET NUMBER OF DRAWING WHERE

DETAIL IS SHOWN/REFERENCED

XXX

SCALE:

DETAIL SCALE

DETAIL TITLE

DETAIL CALLOUT

DETAIL TITLE

DETAIL NUMBER

DETAIL IDENTIFICATION

XXXXX

XXXX

XXXXX

XXXX

PROJ

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G E

N E

R A

I V

E S

E G

E N

R E

V I A

T I O

N S

C-001

A J M

J E

J K

G U

10mm

I N

I T

I A

A W

U T

JOINT WIDENING

10mm (TYP)

SCALE: NTS

PROJ

DATE

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NOTES:

1. SEE C-001 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.

2. REPLACE FAILING JOINT SEALANT AROUND CANOPY ONLY.

CAREFULLY REMOVE EXISTING JOINT SEALANT TO PREVENT

DAMAGE TO THE ADJACENT CONCRETE.

3. REMOVE EXISTING JOINT SEALANT IN ACCORDANCE WITH UFC

3-250-08FA, CHAPTER 4 AND PROVIDE NEW JOINT SEALANT IN

ACCORDANCE WITH UFC 3-250-08FA, CHAPTER 5 AND THE

DETAILS ON THIS SHEET.

4. SEE SHEET G-100 FOR PROJECT LOCATION.

SCALE: NONE

DEFICIENCY N-15102-05 - FACILITY 105

REMOVE EXISTING JOINT SEALANT IN ACCORDANCE WITH UFC 3-250-08FA, CHAPTER 4

AND PROVIDE NEW JOINT SEALANT ON ALL JOINTS INSIDE THE LIMITS OF THE CONTAINMENT GRATING UNDER THE CANOPY.

IN ACCORDANCE WITH UFC 3-250-08FA, CHAPTER 5 AND THE DETAILS ON THIS SHEET.

C3CONCRETE JOINTS

C-101

D E

F I C

I E

N C

F A

C I L

I T

R E

P A

I L

O N

T A

I N

M E

N T

C-101

A J M

K G

U C

D A

T E

N O

D S

G N

D R

R E

V I S

I O

C H

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L L

I G

H T

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E R

V E

C H

S E

J E

H O

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T E

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H O

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A T

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M H

I L

T H

U M

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E A

I G

C O

R P

O R

A T

E I N

I N

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F E

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NOTES:

1. SEE C-001 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.

2. ADDITIONAL REPAIRS MAY BE NEEDED IN ADDITION TO THE

THOSE SHOWN ON THIS SHEET.

3. SEE SHEET C-510 FOR REPAIR DETAILS.

4. SEE SHEET G-103 FOR PROJECT LOCATION.

SCALE: NONE

DEFICIENCY N-15179-05 (1) - FACILITY 710

SPALL REPAIR

SPALL REPAIR ALONG TRENCH DRAIN

SPALL REPAIR

ALONG TRENCH DRAIN

SPALL REPAIR

ALONG TRENCH DRAIN

JOINT REPAIR

CONCRETE CRACK REPAIR

C-510

CONCRETE SPALL REPAIR

C-510

REFERENCE DETAILS:

CONCRETE JOINTS

C-510

JOINT REPAIR

SPALL REPAIR ALONG

TRENCH DRAIN

CRACK REPAIR

D E

F I C

I E

N C

F A

C I L

I T

R E

P A

I L

O N

T A

I N

M E

N T

C-110

A J M

J E

J K

G U

D A

T E

N O

D S

G N

D R

R E

V I S

I O

C H

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L L

I G

H T

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E R

V E

C H

S E

J E

H O

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T E

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H O

R I Z

A T

I O

M H

I L

T H

U M

E N

E A

I G

C O

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O R

A T

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S T

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F E

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SCALE:

NONE

DEFICIENCY N-15179-05 (2) - FACILITY 618

SPALL REPAIR

CRACK REPAIR

JOINT REPAIR

REMOVE EXISTING LINK-SEAL AND PROVIDE NEW LINK-SEAL WITH

WEATHERPROOF BOOT TO COVER PENETRATION AND SLEEVE

REMOVE EXISTING LINK-SEAL AND PROVIDE NEW LINK-SEAL WITH

WEATHERPROOF BOOT TO COVER PENETRATION AND SLEEVE

CRACK REPAIR

SPALL REPAIR

NOTES:

1. SEE C-001 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.

2. ADDITIONAL REPAIRS MAY BE NEEDED IN ADDITION TO THE

THOSE SHOWN ON THIS SHEET.

3. SEE SHEET G-102 FOR PROJECT LOCATION.

4. SEE SHEET C-511 FOR REPAIR DETAILS.

CONCRETE CRACK REPAIR

C-511

CONCRETE SPALL REPAIR

C-511

REFERENCE DETAILS:

CONCRETE JOINTS

C-511

D E

F I C

I E

N C

F A

C I L

I T

R E

P A

I L

O N

T A

I N

M E

N T

C-111

A J M

K G

U C

D A

T E

N O

D S

G N

D R

R E

V I S

I O

C H

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L L

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H T

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C H

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H O

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A T

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M H

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T H

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E A

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C O

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O R

A T

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F E

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SCALE:

NONE

DEFICIENCY N-15181-05 - FACILITY 709

SPALL REPAIR

ALONG TRENCH DRAIN

JOINT REPAIR

SPALL REPAIR

CRACK REPAIR

JOINT REPAIR

NOTES:

1. SEE C-001 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.

2. ADDITIONAL REPAIRS MAY BE NEEDED IN ADDITION TO THE

THOSE SHOWN ON THIS SHEET.

3. PROJECT LOCATION IS SHOWN ON G-103.

4. SEE SHEET C-520 FOR CRACK AND SPALL REPAIR DETAILS.

SPALL REPAIR

ALONG TRENCH DRAIN

SPALL REPAIR

ALONG TRENCH DRAIN

SPALL REPAIR

ALONG TRENCH DRAIN

D E

F I C

I E

N C

F A

C I L

I T

R E

P A

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O N

T A

I N

M E

N T

C-120

A J M

K G

U C

PROVIDE LEAK PROOF

ANCHORAGE

OF BOX TOP TO PAD. DESIGN

ACCORDANCE WITH ACI 318

APPENDIX D.

PROVIDE NEW CONCRETE PAD

AROUND EXISTING MANWAY.

DESING AND REINFORCE PAD

FOR APPLICABLE

LOADING REQUIREMENTS OF

ACI 318.

EXISTING MANWAY

150mm MIN

ALL SIDES

REPLACE SALVAGED

SLOP TANK BOX TOP

SCALE: NTS

50mm LOCKABLE BALL

VALVE AND DUCTILE

IRON PIPE FOR SPILL

CONTAINMENT AREA

DRAIN CONTROL

EXISTING SLAB

COMPACTED

SUBGRADE

(95% PROCTOR)

PROVIDE PATH FOR

DRAINAGE

PROJ

DATE

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A E d r d a

NOTES:

1. SEE C-001 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.

2. PROJECT LOCATION IS SHOWN ON G-102.

SCALE:

NONE

DEFICIENCY TAE006 - FACILITY 628

SCALE: NTS

CONCRETE PAD FOR SLOP TANK

C-130

CURBED CONCRETE CONTAINMENT AREA

C-130

C2 C4

PROVIDE 50mm LOCKABLE BALL

VALVE AND DUCTILE IRON PIPE

FOR SPILL CONTAINMENT AREA

DRAIN CONTROL

≈ 1.5 M

D E

F I C

I E

N C

A E

F A

C I L

I T

P R

O V

I D

O N

C R

E T

O N

T A

I N

M E

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A I N

A I L

R E

C E

I P

C R

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D J A

C E

A N

C-130

A J M

K G

U C

G P

SCALE:

NTS

CONCRETE CONTAINMENT - PLAN VIEW

SCALE: NTS

EXPANSION JOINT

D A

T E

N O

D S

G N

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R E

V I S

I O

C H

A P

V D

B Y

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SHEET

DWG

C H

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C H

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H O

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A T

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C O

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O R

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F E

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P E

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A E d r d a

NOTES:

1. SEE C-001 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.

2. SEE SHEET G-102 FOR PROJECT LOCATION.

SCALE:

NONE

DEFICIENCY TAE015 - FACILITY 6220

SAWCUT AND DEMOLISH

PORTION OF CONCRETE CURB

DEMOLISH CONCRETE STOOP

DEMOLITION NEW WORK

OPEN GRATE

SLOPE NEW CONCRETE TO DRAIN

INTO EXISTING CONTAINMENT

CONCRETE CURB

50mm REMOVABLE

GRATE, SEE STEEL

GRATE NOTES 1 - 3

L50mm x 50mm x 10mm GALV.

w/ 20mm DIA. x 127mm H.STUDS

@ 610mm O.C., TYP.

50 TYP.

STEEL GRATING:

1. STEEL GRATING AT TRENCH DRAINS SHALL BE WELDED STEEL GRATING WITH 45mm x 6mm

BEARING BARS AT 33mm O.C. WITH CROSS BARS AT 102mm O.C. EDGES SHALL BE BANDED.

2. GRATING SHALL BE ATTACHED WITH MANUFACTURER'S STANDARD CLIPS, UNLESS NOTED

OTHERWISE AND SHALL BE REMOVABLE.

3. GRATING SHALL BE FABRICATED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF

THE NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAMM) BAR

GRATING MANUAL.

EXISTING DOOR

SLOPE BOTTOM TO DRAIN

TOWARD EXISTING

CONTAINMENT

27,600 kPa CONCRETE

SCALE: NTS

STOOP GRATE

C-140

≈ 1.2 M

D E

F I C

I E

N C

A E

F A

C I L

I T

I N

S T

A L

U R

O O

R W

U M

O O

C-140

A J M

K G

U C

G P

NEW CONCRETE PAVEMENT

TO TIE INTO EXISTING

(SEE DETAIL C1 THIS DWG)

W = 450mm NOTES

1. PROVIDE BEDDING IN ACCORDANCE

WITH DESIGN.

2. MAXIMUM TRENCH WIDTH "W" TAKEN

AT TOP OF PIPE.

3. TRENCH SHALL HAVE A MINIMUM

DEPTH OF 900mm.

UNDISTURBED

SOIL (TYP.)

SELECT GRANULAR

BEDDING MATERIAL

DN 40 INSULATED WATER SUPPLY

DN 20 INSULATED WATER RETURN

DN 20 PVC CONDUIT

80mm80mm

150mm

80mm

150mm

40mm

150mm

SCALE: 1:250

SCALE:

SOUTH BULK

STORAGE FACILITY

1:250 P-101

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

C H

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L L

I G

H T

E S

E R

V E

C H

S E

J E

H O

I T

T E

U T

H O

R I Z

A T

I O

M H

I L

T H

U M

E N

E A

I G

C O

R P

O R

A T

E I N

I N

S T

R U

M E

R O

F E

S S

I O

N A

E R

V I C

P E

R T

F R

E U

O C

U M

E N

T S c

N O

S T

R U

C T

I O

T A

E G

O U

E A

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M C

M H i l l c e c s i l l o w o n d e s i g n c a d b i m c a d t a e g u c a d C

A E d r d a

INSTALL STANDARD PIPE TRENCH TO HOUSE ELECTRICAL

CONDUIT LINE, INSULATED WATER SUPPLY LINE, AND WATER

RETURN LINE. (SEE DETAIL A3 THIS DWG)

DRILL AND AUGER BORE APPROXIMATELY 8M IN LENGTH. INSTALL

DN 300mm STEEL ENCASED PIPE.

INSTALL 2.0M X 2.0M X 0.15M THICK CONCRETE EQUIPMENT PAD

FOR HEATER. (SEE DETAIL A1 THIS DWG)

KEYED NOTES:

FACILITY 619 7&8

D E

F I C

I E

N C

A E

F A

C I L

I T

T E

M P

E R

W A

S H

H O

W E

C-141

A J M

K G

U C

G P

STANDARD PIPE TRENCH

SCALE: NTS

CONCRETE EQUIPMENT PAD

SCALE: NTS

D A

T E

N O

D S

G N

D R

R E

V I S

I O

C H

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L L

I G

H T

E S

E R

V E

C H

S E

J E

H O

I T

T E

U T

H O

R I Z

A T

I O

M H

I L

T H

U M

E N

E A

I G

C O

R P

O R

A T

E I N

I N

S T

R U

M E

R O

F E

S S

I O

N A

E R

V I C

P E

R T

F R

E U

O C

U M

E N

T S c

N O

S T

R U

C T

I O

T A

E G

O U

E A

1140312

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1 2 3 4 5

M C

M H i l l c e c s i l l o w o n d e s i g n c a d b i m c a d t a e g u c a d C

A E d r d a

NOTES:

1. SEE C-001 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.

2. DEMOLISH CUT AND COVER TANK 702 ALONG WITH ASSOCIATED

APPURTENANCES, PIPING, AND ELECTRICAL EQUIPMENT.

CONSULT WITH THE GOVERNMENT ABOUT ANY EQUIPMENT TO

BE SALVAGED BEFORE DEMOLITIONS BEGINS.

3. SEE C-550 FOR TYPICAL CUT AND COVER TANK SECTION.

4. SEE SHEET G-104 FOR PROJECT LOCATION.

APPROX. SCALE: 1:250

DEFICIENCY TAE076 - FACILITY 702

DEMOLISH EQUIPMENT

AND CONDUIT ASSOCIATED

WITH TANK 702

DEMOLISH CANOPY, EQUIPMENT

AND CONDUIT ASSOCIATED

WITH TANK 702

DEMOLISH TANK 702 SIGN

DEMOLISH PUMP VAULT

DEMOLISH STAIRS, HANDRAILS, SIDEWALK

DEMOLISH TANK

DEMOLISH SLOP TANK FOR TANK 702

DEMOLISH 5,000 BBL TANK,

APPURTENANCES, PIPING,

EQUIPMENT, AND CONDUIT

ASSOCIATED WITH TANK 702

(SEE C-550 FOR TYPICAL CUT

AND COVER TANK SECTION)

D E

F I C

I E

N C

A E

F A

C I L

I T

D E

M O

L I S

A N

C-150

A J M

K G

U C

W = 450mm

NOTES

1. PROVIDE BEDDING IN ACCORDANCE

WITH DESIGN.

2. MAXIMUM TRENCH WIDTH "W" TAKEN

AT TOP OF PIPE.

3. TRENCH SHALL HAVE A MINIMUM

DEPTH OF 900mm.

UNDISTURBED

SOIL (TYP.)

SELECT GRANULAR

BEDDING MATERIAL

DN 40 INSULATED WATER SUPPLY

DN 20 INSULATED WATER RETURN

DN 20 PVC CONDUIT

80mm80mm

150mm

80mm

150mm

40mm

150mm

SCALE: 1:250

SCALE:

WEST BULK

STORAGE FACILITY

1:250 P-101

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

C H

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L L

I G

H T

E S

E R

V E

C H

S E

J E

H O

I T

T E

U T

H O

R I Z

A T

I O

M H

I L

T H

U M

E N

E A

I G

C O

R P

O R

A T

E I N

I N

S T

R U

M E

R O

F E

S S

I O

N A

E R

V I C

P E

R T

F R

E U

O C

U M

E N

T S c

N O

S T

R U

C T

I O

T A

E G

O U

E A

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M C

M H i l l c e c s i l l o w o n d e s i g n c a d b i m c a d t a e g u c a d C d r d a

FACILITY 6225

FACILITY 710

FACILITY 709

INSTALL STANDARD PIPE TRENCH TO HOUSE ELECTRICAL

CONDUIT LINE, INSULATED WATER SUPPLY LINE, AND WATER

RETURN LINE.

(SEE DETAIL A3 THIS DWG)

OPEN CUT ROAD

INSTALL 1.5M X 1.2M X 0.15M THICK CONCRETE EQUIPMENT PAD

FOR EYEWASH STATION.

(SEE DETAIL B3 THIS DWG)

INSTALL 2.0M X 2.0M X 0.15M THICK CONCRETE EQUIPMENT PAD

FOR HEATER.

(SEE DETAIL B3 THIS DWG)

KEYED NOTES:

D E

F I C

I E

N C

F A

C I L

I T

I N

S T

A L

M E

R G

E N

W A

S H

H O

W E

C-151

A J M

K G

U C

G P

STANDARD PIPE TRENCH

CONCRETE EQUIPMENT PAD

D A

T E

N O

D S

G N

D R

R E

V I S

I O

C H

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L L

I G

H T

E S

E R

V E

C H

S E

J E

H O

I T

T E

U T

H O

R I Z

A T

I O

M H

I L

T H

U M

E N

E A

I G

C O

R P

O R

A T

E I N

I N

S T

R U

M E

R O

F E

S S

I O

N A

E R

V I C

P E

R T

F R

E U

O C

U M

E N

T S c

N O

S T

R U

C T

I O

T A

E G

O U

E A

1140312

20-4-2015

1 2 3 4 5

M C

M H i l l c e c s i l l o w o n d e s i g n c a d b i m c a d t a e g u c a d C

A E d r d a

NOTES:

1. SEE C-001 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.

2. DEMOLISH CUT AND COVER TANK 703 ALONG WITH ASSOCIATED

APPURTENANCES, PIPING, AND ELECTRICAL EQUIPMENT.

CONSULT WITH THE GOVERNMENT ABOUT ANY EQUIPMENT TO

BE SALVAGED BEFORE DEMOLITIONS BEGINS.

3. SEE C-560 FOR TYPICAL CUT AND COVER TANK SECTION.

4. SEE SHEET G-104 FOR PROJECT LOCATION.

APPROX. SCALE: 1:250

DEMOLISH 10,000 BBL TANK, APPURTENANCES, PIPING,

EQUIPMENT, AND CONDUIT ASSOCIATED WITH TANK 703

(SEE C-560 FOR TYPICAL CUT AND COVER TANK SECTION)

DEFICIENCY TAE079 - FACILITY 703

DEMOLISH PUMP VAULT

ASSOCIATED WITH TANK 703

DEMOLISH TANK 703 SIGN

DEMOLISH CONCRETE STAIRS

AND HANDRAILS

DEMOLISH TANK AND

CONCRETE CONTAINMENT

ASSOCIATED WITH TANK 702

DEMOLISH CANOPY, EQUIPMENT

AND CONDUIT ASSOCIATED

WITH TANK 703

PUMP VAULTPUMP VAULT

D E

F I C

I E

N C

A E

F A

C I L

I T

D E

M O

L I S

A N

C-160

A J M

K G

U C

1. PROVIDE BEDDING IN ACCORDANCE

WITH DESIGN.

2. MAXIMUM TRENCH WIDTH "W" TAKEN

AT TOP OF PIPE.

3. TRENCH SHALL HAVE A MINIMUM

DEPTH OF 900mm.

UNDISTURBED

SOIL (TYP.)

SELECT GRANULAR

BEDDING MATERIAL

DN 40 INSULATED WATER SUPPLY

DN 20 INSULATED WATER RETURN

DN 20 PVC CONDUIT

80mm80mm

150mm

80mm

150mm

40mm

150mm

SCALE: 1:250

SCALE:

WEST BULK

STORAGE FACILITY

1:250 P-101

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

C H

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L L

I G

H T

E S

E R

V E

C H

S E

J E

H O

I T

T E

U T

H O

R I Z

A T

I O

M H

I L

T H

U M

E N

E A

I G

C O

R P

O R

A T

E I N

I N

S T

R U

M E

R O

F E

S S

I O

N A

E R

V I C

P E

R T

F R

E U

O C

U M

E N

T S c

N O

S T

R U

C T

I O

T A

E G

O U

E A

1140312

20-4-2015

1 2 3 4 5

M C

M H i l l c e c s i l l o w o n d e s i g n c a d b i m c a d t a e g u c a d C d r d a

FACILITY 6225

FACILITY 710

FACILITY 709

D E

F I C

I E

N C

F A

C I L

I T

I N

S T

A L

M E

R G

E N

W A

S H

H O

W E

C-161

A J M

K G

U C

G P

STANDARD PIPE TRENCH

CONCRETE EQUIPMENT PAD

SCALE: NTS

INSTALL STANDARD PIPE TRENCH TO HOUSE ELECTRICAL

CONDUIT LINE, INSULATED WATER SUPPLY LINE, AND WATER

RETURN LINE. (SEE DETAIL A3 THIS DWG)

INSTALL 1.5M X 1.2M X 0.15M THICK CONCRETE EQUIPMENT PAD

FOR EYEWASH STATION.

(SEE DETAIL B3 THIS DWG)

INSTALL 2.0M X 2.0M X 0.15M THICK CONCRETE EQUIPMENT PAD

FOR HEATER.

(SEE DETAIL B3 THIS DWG)

KEYED NOTES:

1. PROVIDE BEDDING IN ACCORDANCE

WITH DESIGN.

2. MAXIMUM TRENCH WIDTH "W" TAKEN

AT TOP OF PIPE.

3. TRENCH SHALL HAVE A MINIMUM

DEPTH OF 900mm.

UNDISTURBED

SOIL (TYP.)

SELECT GRANULAR

BEDDING MATERIAL

DN 40 INSULATED WATER SUPPLY

DN 20 INSULATED WATER RETURN

DN 20 PVC CONDUIT

80mm80mm

150mm

80mm

150mm

40mm

150mm

SCALE: 1:250

SCALE:

SOUTH BULK

STORAGE FACILITY

1:250 P-101

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

C H

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L L

I G

H T

E S

E R

V E

C H

S E

J E

H O

I T

T E

U T

H O

R I Z

A T

I O

M H

I L

T H

U M

E N

E A

I G

C O

R P

O R

A T

E I N

I N

S T

R U

M E

R O

F E

S S

I O

N A

E R

V I C

P E

R T

F R

E U

O C

U M

E N

T S c

N O

S T

R U

C T

I O

T A

E G

O U

E A

1140312

20-4-2015

1 2 3 4 5

M C

M H i l l c e c s i l l o w o n d e s i g n c a d b i m c a d t a e g u c a d C

A E d r d a

D E

F I C

I E

N C

A E

F A

C I L

I T

I N

S T

A L

Y E

W A

S H

H O

W E

C-170

X X

INSTALL STANDARD PIPE TRENCH TO HOUSE ELECTRICAL

CONDUIT LINE, INSULATED WATER SUPPLY LINE, AND WATER

RETURN LINE.

(SEE DETAIL A4 THIS DWG)

INSTALL 1.5M X 1.2M X 0.15M THICK CONCRETE EQUIPMENT PAD

FOR EYEWASH STATION.

(SEE DETAIL C3 THIS DWG)

INSTALL 2.0M X 2.0M X 0.15M THICK CONCRETE EQUIPMENT PAD

FOR HEATER.

(SEE DETAIIL C3 THIS DWG)

KEYED NOTES:

FACILITY 618 5&6

STANDARD PIPE TRENCH

CONCRETE EQUIPMENT PAD

1. PROVIDE BEDDING IN ACCORDANCE

WITH DESIGN.

2. MAXIMUM TRENCH WIDTH "W" TAKEN

AT TOP OF PIPE.

3. TRENCH SHALL HAVE A MINIMUM

DEPTH OF 900mm.

UNDISTURBED

SOIL (TYP.)

SELECT GRANULAR

BEDDING MATERIAL

DN 40 INSULATED WATER SUPPLY

DN 20 INSULATED WATER RETURN

DN 20 PVC CONDUIT

80mm80mm

150mm

80mm

150mm

40mm

150mm

SCALE: 1:50

SCALE:

MILITARY SERVICE STATION

1:50

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

C H

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L L

I G

H T

E S

E R

V E

C H

S E

J E

H O

I T

T E

U T

H O

R I Z

A T

I O

M H

I L

T H

U M

E N

E A

I G

C O

R P

O R

A T

E I N

I N

S T

R U

M E

R O

F E

S S

I O

N A

E R

V I C

P E

R T

F R

E U

O C

U M

E N

T S c

N O

S T

R U

C T

I O

T A

E G

O U

E A

1140312

20-4-2015

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M C

M H i l l c e c s i l l o w o n d e s i g n c a d b i m c a d t a e g u c a d C

A E d r d a

D E

F I C

I E

N C

A E

F A

C I L

I T

T E

M P

E R

W A

S H

H O

W E

C-171

X X

FACILITY 105

STANDARD PIPE TRENCH

CONCRETE EQUIPMENT PAD

SCALE: NTS

INSTALL STANDARD PIPE TRENCH TO HOUSE ELECTRICAL

CONDUIT LINE, INSULATED WATER SUPPLY LINE, AND WATER

RETURN LINE. (SEE DETAIL A4 THIS DWG)

INSTALL 2.0M X 2.0M X 0.15M THICK CONCRETE EQUIPMENT PAD

FOR HEATER.

(SEE DETAIIL A1 THIS DWG)

KEYED NOTES:

#10 M EPOXY COATED

REINFORCING BARS

DRILL DN 20mm MIN DIA HOLES

FILL WITH EPOXY GROUT

TOP OF NEW CURB

EXISTING CONCRETE

m m

300mm m m m m

EXISTING

CONCRETE

DOWELED CONCRETE

CURB

m m

150mm

NOTES:

1. SEE C-001 FOR GENERAL NOTES, LEGENDS, AND

ABBREVIATIONS.

2. SEE SHEET G-102 FOR PROJECT LOCATION.

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

C H

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L L

I G

H T

E S

E R

V E

C H

S E

J E

H O

I T

T E

U T

H O

R I Z

A T

I O

M H

I L

T H

U M

E N

E A

I G

C O

R P

O R

A T

E I N

I N

S T

R U

M E

R O

F E

S S

I O

N A

E R

V I C

P E

R T

F R

E U

O C

U M

E N

T S c

N O

S T

R U

C T

I O

T A

E G

O U

E A

1140312

20-4-2015

1 2 3 4 5

M C

M H i l l c e c s i l l o w o n d e s i g n c a d b i m c a d t a e g u c a d C

A E d r d a

SCALE:

CONCRETE CURB REPLACEMENT

NTS

D E

F I C

I E

N C

A E

F A

C I L

I T

D E

M O

L I S

N D

O N

A Y

L I G

H T

D J A

C E

U I L

D I N

C-180

X X

SAWCUT PAVEMENT TO A

CLEAN VERTICAL EDGE

SCALE: NTS

DOWELED CONCRETE CURB

DEMOLISH EXISTING

CONCRETE CURB AND

INSTALL DOWELED

CONRETE CURB

(SEE DETAIL A1)

D A

T E

N O

D S

G N

D R

R E

V I S

I O

C H

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L L

I G

H T

E S

E R

V E

C H

S E

J E

H O

I T

T E

U T

H O

R I Z

A T

I O

M H

I L

T H

U M

E N

E A

I G

C O

R P

O R

A T

E I N

I N

S T

R U

M E

R O

F E

S S

I O

N A

E R

V I C

P E

R T

F R

E U

O C

U M

E N

T S c

N O

S T

R U

C T

I O

T A

E G

O U

E A

1140312

20-4-2015

1 2 3 4 5

M C

M H i l l c e c s i l l o w o n d e s i g n c a d b i m c a d t a e g u c a d C

A E d r d a

NOTES:

1. SEE C-001 FOR GENERAL NOTES, LEGEND AND

ABBREVIATIONS.

2. SEE SHEET G-100 FOR PROJECT LOCATION.

D E

F I C

I E

N C

A E

F A

C I L

I T

R E

P A

K I N

A N

K T

N E

C T

I O

N S

C-181

X X

REPLACE CONCRETE AT MANWAY

SCALE: NTS

FINISH GRADE

5000 PSI AT 28 DAYS

150mm AGGREGATE

BASE COMPACTED

TO 95% OF

LABORATORY

MAXIMUM DENSITY

(ASTM D 1557)

SUBGRADE

COMPACTED TO 95%

OF LABORATORY

MAXIMUM DENSITY

(ASTM D 1557)

225A MLO

PANEL

208/120V

3PH/4W

22.9KV

PRIMARY

PMT

208/120V SEC

3PH,4W

ENC

200A

DISC.

200A

BUILDING 105

MTS

200A

SERVICE STATION

4 POLE

WITH OFF POSITION

VARIES*

20mm CHAMFER

IN TURF AREAS

FINISH GRADE

152x152 MW18.7/18.7

100mm

SUBGRADE COMPACTED TO

95% OF LABORATORY MAXIMUM

DENSITY (ASTM D 1557)

150mm AGGREGATE BASE

COMPACTED TO 95% OF

LABORATORY MAXIMUM

DENSITY (ASTM D 1557)

300mm

FINISH GRADE

5000 PSI AT 28 DAYS

200mm

80mm

200mm

40mm

2 - #13 M CONT.(TYP)

1:1

SCALE: NONE

INSTALL CONCRETE EQUIPMENT PAD

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

C H

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L L

I G

H T

E S

E R

V E

C H

S E

J E

H O

I T

T E

U T

H O

R I Z

A T

I O

M H

I L

T H

U M

E N

E A

I G

C O

R P

O R

A T

E I N

I N

S T

R U

M E

R O

F E

S S

I O

N A

E R

V I C

P E

R T

F R

E U

O C

U M

E N

T S c

N O

S T

R U

C T

I O

T A

E G

O U

E A

1140312

20-4-2015

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M C

M H i l l c e c s i l l o w o n d e s i g n c a d b i m c a d t a e g u c a d C d r d a

D E

F I C

I E

N C

F A

C I L

I T

M U

L T

I P

A I R

C-190

K L

A K

L A

W B

C C

G P

CONCRETE EQUIPMENT PAD

SCALE: NTS

ENGINE

GENERATOR SET

SEE SHEET C-001 FOR GENERAL NOTES, LEGEND, AND

ABBREVIATIONS.

INSTALL 2.75M X 1.5M X 0.20M THICK CONCRETE EQUIPMENT PAD

FOR ENGINE GENERATOR SET (SEE DETAIL B1 THIS DWG)

KEYED NOTES:

NOTES:

1. SEE SHEET G-100 FOR PROJECT LOCATION.

10mm

I N

I T

I A

A W

U T

JOINT WIDENING

10mm (TYP)

SCALE: NTS

FORM AND PLACE CONCRETE IN

ONE REPAIR SECTION AT A TIME

50mm LOCKABLE BALL

VALVE AND DUCTILE

IRON PIPE FOR SPILL

CONTAINMENT AREA

DRAIN CONTROL

EXISTING SLAB

COMPACTED

SUBGRADE

(95% PROCTOR)

PROVIDE PATH FOR

DRAINAGE

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

C H

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L L

I G

H T

E S

E R

V E

C H

S E

J E

H O

I T

T E

U T

H O

R I Z

A T

I O

M H

I L

T H

U M

E N

E A

I G

C O

R P

O R

A T

E I N

I N

S T

R U

M E

R O

F E

S S

I O

N A

E R

V I C

P E

R T

F R

E U

O C

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N O

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C T

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D E

F I C

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N C

F A

C I L

I T

R E

P A

I L

O N

T A

I N

M E

N T

C-510

A J M

K G

U C

10mm

I N

I T

I A

A W

U T

JOINT WIDENING

10mm (TYP)

SCALE: NTS

FORM AND PLACE CONCRETE IN

ONE REPAIR SECTION AT A TIME

50mm LOCKABLE BALL

VALVE AND DUCTILE

IRON PIPE FOR SPILL

CONTAINMENT AREA

DRAIN CONTROL

EXISTING SLAB

COMPACTED

SUBGRADE

(95% PROCTOR)

PROVIDE PATH FOR

DRAINAGE

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

C H

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L L

I G

H T

E S

E R

V E

C H

S E

J E

H O

I T

T E

U T

H O

R I Z

A T

I O

M H

I L

T H

U M

E N

E A

I G

C O

R P

O R

A T

E I N

I N

S T

R U

M E

R O

F E

S S

I O

N A

E R

V I C

P E

R T

F R

E U

O C

U M

E N

T S c

N O

S T

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C T

I O

T A

E G

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M H i l l c e c s i l l o w o n d e s i g n c a d b i m c a d t a e g u c a d C d r d a

D E

F I C

I E

N C

F A

C I L

I T

R E

P A

I L

O N

T A

I N

M E

N T

C-511

A J M

K G

U C

10mm

I N

I T

I A

A W

U T

JOINT WIDENING

10mm (TYP)

SCALE: NTS

FORM AND PLACE CONCRETE IN

ONE REPAIR SECTION AT A TIME

50mm LOCKABLE BALL

VALVE AND DUCTILE

IRON PIPE FOR SPILL

CONTAINMENT AREA

DRAIN CONTROL

EXISTING SLAB

COMPACTED

SUBGRADE

(95% PROCTOR)

PROVIDE PATH FOR

DRAINAGE

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

C H

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L L

I G

H T

E S

E R

V E

C H

S E

J E

H O

I T

T E

U T

H O

R I Z

A T

I O

M H

I L

T H

U M

E N

E A

I G

C O

R P

O R

A T

E I N

I N

S T

R U

M E

R O

F E

S S

I O

N A

E R

V I C

P E

R T

F R

E U

O C

U M

E N

T S c

N O

S T

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C T

I O

T A

E G

O U

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M H i l l c e c s i l l o w o n d e s i g n c a d b i m c a d t a e g u c a d C d r d a

D E

F I C

I E

N C

F A

C I L

I T

R E

P A

I L

O N

T A

I N

M E

N T

C-520

A J M

K G

U C

STEEL PIPE

COLUMNS

PUMP VAULT

D16 @ 300

WITH STD. HOOK

D16 @ 300 E.W.

EXHAUST FAN

250 500 250

D16 @ 300 E.W.

250 500 250

L76x76x7.9

ROUGHEN SURFACE

SEE NOTE 2.

TOP OF STEEL FLOOR

PLATE AT SHELL

INVERT ELEV.

D16 @ 300 EA.

WAY TYP.

100 DIA LEAK DETECTION PIPE

PUMPHOUSE WALL

C.J.

SLOPE

REINF. CONC.

ROOF SLAB

SEE WALL SECTION

FOR REINFORCING

STEEL PIPE

COLUMN (BEYOND)

ROUGHEN SURFACE

SEE NOTE 2

150 FLAT OR

DUMBBELL

WATERSTOP

D16 @ 350 - 700mm

D22 @ 300

E.W. BOTTOM

TANK WALL CONSTRUCTION JOINT (C.J.)

FINISHED FLOOR

100 FLAT OR

DUMBBELL WATERSTOP

D22 E.W. TOP

PRECAST CONNECTORS AS

REQUIRED BY PRECAST

MANUFACTURER (TYP)

L R

DETAIL

SECTION

D16 @ 300 EACH

WAY, EACH FACE

D16 @ 300

13 DIA. EXPANSION

ANCHOR BOLT W/ 150

MINIMUM EMBEDMENT

(TYP. OF 4)

GROUT,

SLOPE TO

DRAIN

C L R

T Y

W200x15 TYP.

L51x51x4.8

(TYP. OF 3)

BOTTOM PLATE

FUEL RESISTANT EPOXY

RESIN COATING

FLOOR SLAB

SLOPE

REINFORCED CONC.

CONCRETE LEVELING COURSE

GROUT FINISH

100 DIA. LEAKAGE

DETECTION PIPE

PROTECTIVE GROUT

WATERPROOFING MEMBRANE

GROUT FINISH

D16 @ 300

EACH WAY,

EACH FACE

W200 (BEYOND)

L52x52

TO W8

L R

T Y

D16@300

DETAIL

TANK WALL (CONC.)

SLOPE

MEMBRANE

WATERPROOFING

PROTECTION

BOARD

MEMBRANE

WATERPROOFING

D13 RADIAL "U" BAR

@ 300 O.C.

D18 @ 150 WITH

STANDARD HOOK

D19 RADIAL BARS WITH

STD HOOK @ 250 O.C.

EACH FACE

ROUGHEN SURFACE

SEE NOTE 2.

D22 @ 300

E.W. BOTTOM

D22 VERTICAL BARS

WITH STD HOOK

@ 200 O.C., E.F.

L76x76x7.9

TOP OF BERM

SEE GRADING

PLAN

TOP OF STEEL TANK

50 PROTECTIVE GROUT

D13 "U" BAR

@ 300

D16 VERTICAL

BARS, 7200 LONG

@ 300 O.C., E.F.

D22 VERTICAL BARS

x 3000 LONG @ 200 O.C., E.F.

150 FLAT OR

DUMBBELL

WATERSTOP

NOTES:

1. HORIZONTAL BARS IN TANK WALL SHALL HAVE

CLASS "B" TENSION LAP SPLICES. SPLICES IN

ADJACENT HORIZONTAIL BARS SHALL BE SPACED A

MINIMUM OF 750. DO NOT SPLICE HORIZONTAL

BARS AT CONSTRUCTION JOINT.

2. ROUGHEN SURFACE OF CONCRETE @ JOINT

TO AN AMPLITUDE OF 6mm PRIOR TO

PLACEMENT OF ADJACENT CONCRETE AND

CLEAN BY SANDBLASTING, HIGH-PRESSURE

WATER JET OR OTHER APPROVED METHOD.

3.MEMBRANE WATERPROOFING, PROTECTION BOARD,

AND GROUT NOT SHOWN IN SECTIONS.

TOP OF STEEL

FLOOR PLATE AT

SHELL

C L R

MEMBRANE WATERPROOFING

CONCRETE LEVELING COURSE

PROTECTIVE GROUT

DETAIL

TANK

SCALE: NTS

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

C H

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L L

I G

H T

E S

E R

V E

C H

S E

J E

H O

I T

T E

U T

H O

R I Z

A T

I O

M H

I L

T H

U M

E N

E A

I G

C O

R P

O R

A T

E I N

I N

S T

R U

M E

R O

F E

S S

I O

N A

E R

V I C

P E

R T

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E U

O C

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N O

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M H i l l c e c s i l l o w o n d e s i g n c a d b i m c a d t a e g u c a d C

A E d r d a

D E

F I C

I E

N C

A E

F A

C I L

I T

D E

M O

L I S

A N

C-550

A J M

K G

U C

STEEL PIPE

COLUMNS

PUMP VAULT

D16 @ 300

WITH STD. HOOK

D16 @ 300 E.W.

EXHAUST FAN

250 500 250

D16 @ 300 E.W.

250 500 250

L76x76x7.9

ROUGHEN SURFACE

SEE NOTE 2.

TOP OF STEEL FLOOR

PLATE AT SHELL

INVERT ELEV.

D16 @ 300 EA.

WAY TYP.

100 DIA LEAK DETECTION PIPE

PUMPHOUSE WALL

C.J.

SLOPE

REINF. CONC.

ROOF SLAB

SEE WALL SECTION

FOR REINFORCING

STEEL PIPE

COLUMN (BEYOND)

ROUGHEN SURFACE

SEE NOTE 2

150 FLAT OR

DUMBBELL

WATERSTOP

D16 @ 350 - 700mm

D22 @ 300

E.W. BOTTOM

TANK WALL CONSTRUCTION JOINT (C.J.)

FINISHED FLOOR

100 FLAT OR

DUMBBELL WATERSTOP

D22 E.W. TOP

PRECAST CONNECTORS AS

REQUIRED BY PRECAST

MANUFACTURER (TYP)

L R

DETAIL

SECTION

D16 @ 300 EACH

WAY, EACH FACE

D16 @ 300

13 DIA. EXPANSION

ANCHOR BOLT W/ 150

MINIMUM EMBEDMENT

(TYP. OF 4)

GROUT,

SLOPE TO

DRAIN

C L R

T Y

W200x15 TYP.

L51x51x4.8

(TYP. OF 3)

BOTTOM PLATE

FUEL RESISTANT EPOXY

RESIN COATING

FLOOR SLAB

SLOPE

REINFORCED CONC.

CONCRETE LEVELING COURSE

GROUT FINISH

100 DIA. LEAKAGE

DETECTION PIPE

PROTECTIVE GROUT

WATERPROOFING MEMBRANE

GROUT FINISH

D16 @ 300

EACH WAY,

EACH FACE

W200 (BEYOND)

L52x52

TO W8

L R

T Y

D16@300

DETAIL

TANK WALL (CONC.)

SLOPE

MEMBRANE

WATERPROOFING

PROTECTION

BOARD

MEMBRANE

WATERPROOFING

D13 RADIAL "U" BAR

@ 300 O.C.

D18 @ 150 WITH

STANDARD HOOK

D19 RADIAL BARS WITH

STD HOOK @ 250 O.C.

EACH FACE

ROUGHEN SURFACE

SEE NOTE 2.

D22 @ 300

E.W. BOTTOM

D22 VERTICAL BARS

WITH STD HOOK

@ 200 O.C., E.F.

L76x76x7.9

TOP OF BERM

SEE GRADING

PLAN

TOP OF STEEL TANK

50 PROTECTIVE GROUT

D13 "U" BAR

@ 300

D16 VERTICAL

BARS, 7200 LONG

@ 300 O.C., E.F.

D22 VERTICAL BARS

x 3000 LONG @ 200 O.C., E.F.

150 FLAT OR

DUMBBELL

WATERSTOP

NOTES:

1. HORIZONTAL BARS IN TANK WALL SHALL HAVE

CLASS "B" TENSION LAP SPLICES. SPLICES IN

ADJACENT HORIZONTAIL BARS SHALL BE SPACED A

MINIMUM OF 750. DO NOT SPLICE HORIZONTAL

BARS AT CONSTRUCTION JOINT.

2. ROUGHEN SURFACE OF CONCRETE @ JOINT

TO AN AMPLITUDE OF 6mm PRIOR TO

PLACEMENT OF ADJACENT CONCRETE AND

CLEAN BY SANDBLASTING, HIGH-PRESSURE

WATER JET OR OTHER APPROVED METHOD.

3.MEMBRANE WATERPROOFING, PROTECTION BOARD,

AND GROUT NOT SHOWN IN SECTIONS.

TOP OF STEEL

FLOOR PLATE AT

SHELL

C L R

MEMBRANE WATERPROOFING

CONCRETE LEVELING COURSE

PROTECTIVE GROUT

DETAIL

TANK

SCALE: NTS

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

C H

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L L

I G

H T

E S

E R

V E

C H

S E

J E

H O

I T

T E

U T

H O

R I Z

A T

I O

M H

I L

T H

U M

E N

E A

I G

C O

R P

O R

A T

E I N

I N

S T

R U

M E

R O

F E

S S

I O

N A

E R

V I C

P E

R T

F R

E U

O C

U M

E N

T S c

N O

S T

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C T

I O

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M H i l l c e c s i l l o w o n d e s i g n c a d b i m c a d t a e g u c a d C

A E d r d a

D E

F I C

I E

N C

A E

F A

C I L

I T

D E

M O

L I S

A N

C-560

A J M

K G

U C

S E

U E

L I N

250 MIN.

ALUMINUM

PIT COVER

FIBERGLASS

PIT

152x152 MW19xMW19 WWR

T/ PIT ELEV.

SEE FUELING

SEE MECHANICAL DRAWINGS FOR

PIT DETAILS AND LID ORIENTATION.

NOTE:

75 CLR.

(TYP.)

50 CLR.

(TYP.)

MIN. #13 @ 450mm VERT. w/ STD 90° HOOK, E.F.

MIN. #13 @ 450mm HORIZ., E.F.

MIN. 1'-0" COMPACTED AGGREGATE BASE

COURSE MATERIAL UNDER BOTTOM SLAB.

COORDINATE WITH REQUIREMENTS OF

FINAL GEOTECHNICAL REPORT.

INTEGRAL CONCRETE ANCHOR PER MFR.

SPLIT BARS EACH SIDE,

1/2 x NUMBER OF TYPICAL

BARS INTERUPTED.

FUEL PIPE

SLEEVE

WHERE BASE SLAB DOES NOT ALLOW FULL EXTENSION

OF EXTRA DIAGONAL BARS, EXTEND AS FAR AS

POSSIBLE AND BEND HORIZONTAL. WHERE

INTERSECTING WALL DOES NOT ALLOW FULL EXTENSION,

PROVIDE 90° BEND INTO INTERSECTING WALL.

NOTE:

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

C H

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L L

I G

H T

E S

E R

V E

C H

S E

J E

H O

I T

T E

U T

H O

R I Z

A T

I O

M H

I L

T H

U M

E N

E A

I G

C O

R P

O R

A T

E I N

I N

S T

R U

M E

R O

F E

S S

I O

N A

E R

V I C

P E

R T

F R

E U

O C

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T S c

N O

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M H i l l c e c s i l l o w o n d e s i g n c a d b i m c a d t a e g u c a d S d r d a

D E

F I C

I E

N C

A E

F A

C I L

I T

N E

I N

R A

I G

O I N

E N

T I O

A I L

S-301

C F

W C

F W

R C

J C

G P

1. SEE SHEET F-503 FOR PROJECT LOCATIONS.

2. SEE DESIGN NARRATIVE FOR LOAD ASSUMPTIONS AND REQUIREMENTS FOR

CONCRETE PROPERTIES.

3. MINIMUM DIMENSION VALUES PROVIDED FOR ESTIMATION PURPOSES. ACTUAL

DIMENSIONS TO BE VERIFIED IN FINAL DESIGN.

75 CLR.

SEE THIS SHEET FOR ROLLING

COVER DETAILS

SEE NOTE 4

FURNISH CORROSION

RESISTANT PLATE, SHIM AS

REQ'D DURING INSTALLATION

EMBEDDED ANCHOR

ROD, SEE 5/S-

300mm Ø DRILLED PIER, REINF. w/ 4 - #16 VERT.

BARS & #10 TIES @

300mm O.C.

REINF. CONCRETE

PIT

SLOPE

MIN 16mm SLIP RESISTANT STEEL PLATE

COVER OVER AREA WITH FIXED EQUIPMENT

OPENINGS. SLOPE AWAY FROM INTERFACE

WITH ROLLING COVER.

L64x64x6.4 CONT.

AT INTERFACE

13x150xCONT. STEEL PLATE FOR CONNECTION OF

STEEL COVER. GROUT TO ELEVATION REQUIRED

FOR SLOPE. POST INSTALLED ANCHORS SHALL BE

DESIGNED PER ACI 318 APPENDIX D.

INTERIOR

WALL FACE

3.21m

OUT TO OUT PIT WALL

FIELD VERIFY

EQ EQ

S-302

REINF.

CONCRETE

PIT

2.64m

OUT TO OUT PIT WALL

FIELD VERIFY

STIFFENER

SHELL, SEE

SCHEDULE BELOW

TOP OF VAULT WALL

38mm Ø BENT ROD

(TYP. x 4)

4 MOUNTING BRACKETS EQUALLY SPACED AS REQ'D.

TYP.

6mm

BEVEL

TUBE END

L51x51x6.5 x 64mm (TYP.)

MFR. TO LOCATE ANGLE

CLIPS USING COVER SHELL

AS A TEMPLATE

25mm x 6mm BAR, 4

PER EA. HANDLE

(TYP.)

HSS 101.6x76.2x7.9

ROLLING COVER SHELL

38mm x 76mm x 19mm THICK

NEOPRENE STOP BUMPER,

APPLY TO ANGLE w/ ADHESIVE

(TYP. x 4)

HSS 101.6x76.2x7.9

POST-INSTALLED

ANCHORS

CL OF ECCENTRIC AXLE

& SUPPORT

CL OF ECCENTRIC AXLE

& SUPPORT

INSTALLATION & ALIGNMENT CROSS BRACE,

L64x64x4.8 w/ 6mm BASE PL & 13mm HEX CAP

SCREWS.

9mm x 75mm x 150mm END PL, GRIND BOTTOM CORNERS

ROUND (2 PLACES)

L64x51x6.4 x 75mm

L76x64x6.4 x 75mm

COORDINATE WITH IN-PLACE PIT ELEVATIONS AND

PROVIDE SHIMS AS REQUIRED TO INSURE LEVEL COVER.

NOTE:

600 MAX. SPACING OF STIFFENER PLATES

13mm PL

SYMMETRICAL ABOUT CL

STIFF PL (TYP.)

DIAGONALS TO

MEASURE WITHIN

3mm OF EACH

OTHER

BOLT & ANGLE

SPACING @ 900mm

O.C.

25mm Ø HOLE THROUGH

BOTH ANGLES

L64x51x6.4 x 75mm STOP

(TYP. 4 CORNERS)

5mm

19mm OF WELD ON

3 SIDES (TYP.)

5mm

19mm OF WELD ON

3 SIDES (TYP.)

GRIND FLUSH

ON BOTTOM

5mm

TYP.

6mm

S-302

P R

O J

T H

R E

A D

WASHER

LEVELING NUT

w/ WASHER

16mm - 13UNC-2 ANCHOR

ROD w/ LARGE O.D. WASHER

& HEX NUT (GALV.)

SCALE: NTS

ROLLING PIT COVER SECTION

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

C H

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L L

I G

H T

E S

E R

V E

C H

S E

J E

H O

I T

T E

U T

H O

R I Z

A T

I O

M H

I L

T H

U M

E N

E A

I G

C O

R P

O R

A T

E I N

I N

S T

R U

M E

R O

F E

S S

I O

N A

E R

V I C

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.