Attch_3_-_Engineering_Drawings _Kwanju_AB.pdf

SECTION 3:

TECHNICAL DOCUMENTS

PROJECT LOCATION

FUEL BAG FARM

PROJECT LOCATION

MILITARY SERVICE STATION

PROJECT LOCATION

BULK STORAGE FACILITY

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

N

C H

K

A P

V D

B Y

A P

V D

DWG

C H

M

H

I L

L

A

L

R

G

H T

S

R

E S

E R

V E

D

C H

L L

A

N D

S

O T

B

E

U

S E

D

W

O

E

P

R

T

F

Y

H

O

J E

C

T

H O

U

I T

T E

N

A

U T

H O

R I Z

A T

I O

N

O

F

C

H M

H I L L

T H

C

U M

E N

T

A

E A

S

A

S

I G

C O

R P

O R

A T

R

E I N

A

S

A

N

I N

S T

R U

M E

F

P

R O

F E

S S

I O

N A

L

S

E R

V I C

E

O

P E

R T

Y

O

F R

E U

D

O C

U M

E N

T S c

N O

T

F

N

S T

R U

C T

I O

N

1140312

4-24-2015

A

B

C

D

1 2 3 4 5

M C

H M

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

P

K W

A N

G J

B

S

E

S

O U

K

R

E A

INDEX OF DRAWINGS

SHEET

ID.

DEFICIENCY FACILITY DESCRIPTION

G-001 -- -- COVER

G-002 -- -- INDEX OF DRAWINGS

G-100 -- -- DEFICIENCY SITE PLAN FUEL BAG FARM

G-101 -- -- DEFICIENCY SITE PLAN MILITARY SERVICE STATION

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

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

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

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

G-106 -- -- DEFICIENCY SITE PLAN ENLARGED BULK STORAGE FACILITY

C-001 -- --

CIVIL GENERAL NOTES, LEGENDS AND ABBREVIATIONS

C-101

DEFICIENCY N-007586-05 (1)

FACILITY 1305 PROVIDE CONCRETE CONTAINMENT

C-102

DEFICIENCY N-007586-05 (2)

FACILITY 1311 PROVIDE CONCRETE CONTAINMENT

C-103

DEFICIENCY N-007586-05 (3)

FACILITY 1315 PROVIDE CONCRETE CONTAINMENT

C-110

DEFICIENCY KJU003 (1)

FACILITY 712 DEMOLISH TANK

C-111

DEFICIENCY KJU003 (2)

FACILITY 713 DEMOLISH TANK

C-120 DEFICIENCY KJU004 FACILITY 1317 PROVIDE CONCRETE CONTAINMENT

C-130

DEFICIENCY KJU006 (1)

FACILITY 2137 DEMOLISH GROUND PRODUCT TANKS

C-131

DEFICIENCY KJU006 (2)

FACILITY 2138 DEMOLISH GROUND PRODUCT TANKS

C-140 DEFICIENCY KJU011 FACILITY 1317 REPLACE SECTIONS OF SPALLED CONCRETE

C-150 DEFICIENCY KJU013 FACILITY 1308 TEMPERED EYEWASH

C-160 DEFICIENCY KJU023 FACILITY 1312 TEMPERED EYEWASH

C-170 DEFICIENCY KJU018 FACILITY 1316 TEMPERED EYEWASH

C-180 DEFICIENCY KJU022 FACILITY 1317 EYEWASH STATION

C-510 DEFICIENCY KJU003 FACILITY 712 DEMOLISH TANK DETAILS

C-511 DEFICIENCY KJU003 FACILITY 713 DEMOLISH TANK DETAILS

C-540 DEFICIENCY KJU011 FACILITY 1317 REPLACE SECTIONS OF SPALLED CONCRETE

S-101 DEFICIENCY KJU007 FACILITY 2003 CANOPY & CONTAINMENT PAD

S-102 DEFICIENCY KJU001 FACILITY 1316 INSTALL CATWALKS

S-103

DEFICIENCY N-040875-11 (2)

FACILITY 1308

INSTALL FILTER SEPARATORS, VALVES, ETC.

S-301 DEFICIENCY KJU007 FACILITY 2003

PROVIDE TWO FILTER SEPARATORS, PAD, & CANOPY

S-302 DEFICIENCY KJU009 FACILITY 1305 INSTALL ROLLING PIT COVER

S-303

DEFICIENCY N-040875-11 (2)

FACILITY 1308

INSTALL FILTER SEPARATORS, VALVES, ETC.

S-304 DEFICIENCY KJU-005 FACILITY 1305 REPLACE TANK 1305 BRANCH VALVE PIT

S-305 DEFICIENCY KJU-005 FACILITY 1305 REPLACE TANK 1305 BRANCH VALVE PIT

P-101 DEFICIENCY KJU013 FACILITY 1308 TEMPERED EYEWASH

P-102 DEFICIENCY KJU023 FACILITY 1312 TEMPERED EYEWASH

P-103 DEFICIENCY KJU018 FACILITY 1316 TEMPERED EYEWASH

P-104 DEFICIENCY KJU022 FACILITY 1317 EYEWASH STATION

P-501 DEFICIENCY KJU013 FACILITY 1308 TEMPERED EYEWASH PLUMBING SCHEDULES AND DETAILS

P-502 DEFICIENCY KJU023 FACILITY 1312 TEMPERED EYEWASH PLUMBING SCHEDULES AND DETAILS

INDEX OF DRAWINGS

SHEET

ID.

DEFICIENCY FACILITY DESCRIPTION

P-503 DEFICIENCY KJU018 FACILITY 1316 TEMPERED EYEWASH PLUMBING SCHEDULES AND DETAILS

P-504 DEFICIENCY KJU022 FACILITY 1317 TEMPERED EYEWASH PLUMBING SCHEDULES AND DETAILS

F-001 -- --

GENERAL NOTES, LEGEND, & ABBREVIATION KEY

F-501

DEFICIENCY KJU003 (1)

FACILITY 712 DEMOLISH TANK

F-502 DEFICIENCY KJU005 FACILITY 1305 REPLACE TANK 1305 BRANCH VALVE PIT

F-503 DEFICIENCY N-007604-06 FACILITY 1315

REPLACE VALVES, PERFORM PIPE PRESSURE TEST

F-504 DEFICIENCY KJU010 FACILITY 1315 REPLACE ELASTOMERIC SEALS IN PIT

F-505 DEFICIENCY KJU002 FACILITY 1316

REPLACE THREADED PIPE, THERMAL RELIEFS (SHEET 1 OF 2)

F-506 DEFICIENCY KJU002 FACILITY 1316

REPLACE THREADED PIPE, THERMAL RELIEFS (SHEET 1 OF 2)

F-507 DEFICIENCY N-007600-05 FACILITY 1317 INSTALL DEADMAN

F-508 DEFICIENCY KJU008 FACILITY 1317 REPLACE PIPE PENETRATIONS

F-509

DEFICIENCY N-040875-11 (1)

FACILITY 1308

INSTALL TWO PD METERS FOR BI-DIRECTIONAL FLOW

METERING CAPABILITIES

F-510

DEFICIENCY N-040875-11 (2)

FACILITY 1308

INSTALL FILTER SEPARATORS, VALVES, ETC.

F-511

DEFICIENCY KJU006 (1)

FACILITY 2137 DEMOLISH GROUND PRODUCT TANK

F-512 DEFICIENCY KJU007 FACILITY 2003

PROVIDE TWO (2) 600 GPM FILTER SEPARATORS, PAD, AND

CANOPY

F-513 DEFICIENCY N-037447-08 FACILITY 2136 REPLACE BRASS VALVES

F-514

DEFICIENCY KJU006 (2)

FACILITY 2138 DEMOLISH GROUND PRODUCT TANK

F-515

DEFICIENCY KJU003 (2)

FACILITY 713 DEMOLISH TANKS

E-001 -- --

ELECTRICAL GENERAL NOTES, LEGEND, AND

ABBREVIATIONS

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

E-003 -- -- HAZARDOUS AREA CLASSIFICATION SITE PLAN

E-004 -- -- HAZARDOUS CLASSIFICATION DETAILS

E-101 DEFICIENCY N-037448-08 FACILITY 1307 ILLUMINATION STUDY

E-102 DEFICIENCY N-007600-05 FACILITY 1317 INSTALL DEADMAN

E-401

DEFICIENCY KJU003 (1)

FACILITY 712 DEMOLISH TANKS

E-402 DEFICIENCY KJU019 FACILITY 1317 GROUNDING

E-403

DEFICIENCY KJU006 (1)

FACILITY 2137 DEMOLISH MOGAS FUEL TANK

E-404 DEFICIENCY KJU007 FACILITY 2003

PROVIDE TWO (2) 600GPM FILTER SEPARATORS

E-405 DEFICIENCY KJU007 FACILITY 2003 LIGHTING PLAN

E-406

DEFICIENCY N-040875-11 (2)

FACILITY 1308

INSTALL FILTER SEPARATORS, VALVES, ETC.

E-407

DEFICIENCY KJU006 (2)

FACILITY 2138 DEMOLISH DIESEL FUEL TANK

E-408

DEFICIENCY KJU003 (2)

FACILITY 713 DEMOLISH TANKS

E-501 DEFICIENCY N-037448-08 FACILITY 1307 ILLUMINATION STUDY

E-502 DEFICIENCY KJU023 FACILITY 1312 TEMPERED EYEWASH

E-503 DEFICIENCY KJU018 FACILITY 1316 TEMPERED EYEWASH

E-504 DEFICIENCY KJU022 FACILITY 1317 EYEWASH STATION

E-505 DEFICIENCY KJU013 FACILITY 1308 TEMPERED EYEWASH

I N

D E

X

O

F

D

R A

W I N

G S

G-002

A J M

J E

J K

G U

C G

D A

T E

N O

D S

G N

D R

R E

V I S

I O

N

C H

K

A P

V D

B Y

A P

V D

DWG

C H

L

L

G

H T

S

R

E S

E R

V E

D

C H

L L

A

B

E

U

S E

D

O

R

T

F

H

O

J E

T

H O

I T

T E

N

A

U T

H O

R I Z

A T

I O

N

O

F

C

H M

H I L L

T H

C

U M

E N

T

A

E A

S

A

S

I G

C O

R P

O R

A T

R

E I N

A

S

A

N

I N

S T

R U

M E

P

R O

F E

S S

I O

N A

L

S

E R

V I C

E

O

P E

R T

Y

O

F R

E U

D

O C

U M

E N

T S c

N O

T

F

N

S T

R U

C T

I O

N

1140312

4-24-2015

A

B

C

D

1 2 3 4 5

M C

H M

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

P

K W

A N

G

S

E

S

O U

R

E A

INSTALL PADS, CANOPIES

AND FILTER SEPARATORS

S-301

SCALE: 1:250

SCALE:

FUEL BAG FARM

1:250

F-512

E-404

E-405

D E

F I C

I E

N C

Y

S

I T

E

P

L A

N

F

U E

L

B

R

M

G-100

A J M

J E

J K

G U

C

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

N

C H

K

A P

V D

B Y

A P

V D

DWG

C H

L

L

G

H T

S

R

E S

E R

V E

D

C H

L L

A

B

E

U

S E

D

O

R

T

F

H

O

J E

T

H O

I T

T E

N

A

U T

H O

R I Z

A T

I O

N

O

F

C

H M

H I L L

T H

C

U M

E N

T

A

E A

S

A

S

I G

C O

R P

O R

A T

R

E I N

A

S

A

N

I N

S T

R U

M E

P

R O

F E

S S

I O

N A

L

S

E R

V I C

E

O

P E

R T

Y

O

F R

E U

D

O C

U M

E N

T S c

N O

T

F

N

S T

R U

C T

I O

N

1140312

4-24-2015

A

B

C

D

1 2 3 4 5

M C

H M

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

P

K W

A N

G

S

E

S

O U

R

E A

SCALE: 1:250

SCALE:

MILITARY SERVICE STATION

1:250

DEMOLISH GROUND

PRODUCT TANKS

KJU006A

C-130

F-511

E-403

REPLACE

BRASS VALVES

N-037447-08

F-513

D E

F I C

I E

N C

Y

S

I T

E

P

L A

N

M

I L I T

A R

Y

S

E R

V I C

E

S

T A

T I O

N

G-101

A J M

J E

J K

G U

C G

P

DEMOLISH GROUND

PRODUCT TANKS

KJU006B

C-131

F-514

E-407

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

N

C H

K

A P

V D

B Y

A P

V D

DWG

C H

L

L

G

H T

S

R

E S

E R

V E

D

C H

L L

A

B

E

U

S E

D

O

R

T

F

H

O

J E

T

H O

I T

T E

N

A

U T

H O

R I Z

A T

I O

N

O

F

C

H M

H I L L

T H

C

U M

E N

T

A

E A

S

A

S

I G

C O

R P

O R

A T

R

E I N

A

S

A

N

I N

S T

R U

M E

P

R O

F E

S S

I O

N A

L

S

E R

V I C

E

O

P E

R T

Y

O

F R

E U

D

O C

U M

E N

T S c

N O

T

F

N

S T

R U

C T

I O

N

1140312

4-24-2015

A

B

C

D

1 2 3 4 5

M C

H M

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

P

K W

A N

G

S

E

S

O U

R

E A

SCALE:

BULK STORAGE FACILITY

1:250

SCALE: 1:250

DEMOLISH TANKSKJU003A

C-110

F-501

E-401

C-510

D E

F I C

I E

N C

Y

S

I T

E

P

L A

N

B

U

O

R A

C

I L I T

Y

G-102

A J M

J E

J K

G U

C G

P

DEMOLISH TANKSKJU003B

C-111

F-515

E-408

C-510

TBD09

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

N

C H

K

A P

V D

B Y

A P

V D

DWG

C H

L

L

G

H T

S

R

E S

E R

V E

D

C H

L L

A

B

E

U

S E

D

O

R

T

F

H

O

J E

T

H O

I T

T E

N

A

U T

H O

R I Z

A T

I O

N

O

F

C

H M

H I L L

T H

C

U M

E N

T

A

E A

S

A

S

I G

C O

R P

O R

A T

R

E I N

A

S

A

N

I N

S T

R U

M E

P

R O

F E

S S

I O

N A

L

S

E R

V I C

E

O

P E

R T

Y

O

F R

E U

D

O C

U M

E N

T S c

N O

T

F

N

S T

R U

C T

I O

N

1140312

4-24-2015

A

B

C

D

1 2 3 4 5

M C

H M

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

P

K W

A N

G

S

E

S

O U

R

E A

SCALE: 1:1000

SCALE:

BULK STORAGE FACILITY

1:1000

G-105

A3

BULK STORAGE FACILITY

G-104

A3BULK STORAGE FACILITY

G-106

A3BULK STORAGE FACILITY

D E

F I C

I E

N C

Y

S

I T

E

P

L A

N

B

U

O

R A

C

I L I T

Y

G-103

A J M

J E

J K

G U

C

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

N

C H

K

A P

V D

B Y

A P

V D

DWG

C H

L

L

G

H T

S

R

E S

E R

V E

D

C H

L L

A

B

E

U

S E

D

O

R

T

F

H

O

J E

T

H O

I T

T E

N

A

U T

H O

R I Z

A T

I O

N

O

F

C

H M

H I L L

T H

C

U M

E N

T

A

E A

S

A

S

I G

C O

R P

O R

A T

R

E I N

A

S

A

N

I N

S T

R U

M E

P

R O

F E

S S

I O

N A

L

S

E R

V I C

E

O

P E

R T

Y

O

F R

E U

D

O C

U M

E N

T S c

N O

T

F

N

S T

R U

C T

I O

N

1140312

4-24-2015

A

B

C

D

1 2 3 4 5

M C

H M

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

P

K W

A N

G

S

E

S

O U

R

E A

PROVIDE CONCRETE

CONTAINMENT

N-007586-05 (2)

C-102

PROVIDE CONCRETE

CONTAINMENT

N-007586-05 (1)

C-101

SCALE: 1:500

SCALE:

BULK STORAGE FACILITY A3

1:500 G-103

REPLACE

LINK SEALS

KJU005

F-502

D E

F I C

I E

N C

Y

S

I T

E

P

L A

N

E

N L A

R G

O

R A

C

I L I T

Y

G-104

A J M

J E

J K

G U

C

TBD09

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

N

C H

K

A P

V D

B Y

A P

V D

DWG

C H

L

L

G

H T

S

R

E S

E R

V E

D

C H

L L

A

B

E

U

S E

D

O

R

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F

H

O

J E

T

H O

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T E

N

A

U T

H O

R I Z

A T

I O

N

O

F

C

H M

H I L L

T H

C

U M

E N

T

A

E A

S

A

S

I G

C O

R P

O R

A T

R

E I N

A

S

A

N

I N

S T

R U

M E

P

R O

F E

S S

I O

N A

L

S

E R

V I C

E

O

P E

R T

Y

O

F R

E U

D

O C

U M

E N

T S c

N O

T

F

N

S T

R U

C T

I O

N

1140312

4-24-2015

A

B

C

D

1 2 3 4 5

M C

H M

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

P

K W

A N

G

S

E

S

O U

R

E A

INSTALL

BI-DIRECTIONAL METER

N-040875-11 (1)

F-509

INSTALL FILTER

SEPARATORS AND VALVES

N-040875-11 (2)

F-510

TEMPERED

EYEWASH/SHOWER

KJU013

E-505

TEMPERED

EYEWASH/SHOWER

KJU018

E-503

REPLACE

THREADED PIPE

KJU002

F-505

INSTALL CATWALK KJU001

S-102

TEMPERED

EYEWASH/SHOWER

KJU023

E-502

INSTALL DEADMAN N-007600-05

F-507

PROVIDE CONCRETE

CONTAINMENT

KJU004

C-120

GROUNDING KJU019

E-402

EYEWASH STATION KJU022

E-504

ILLUMINATION STUDYN-037448-08

E-101

SCALE:

BULK STORAGE FACILITY A3

1:500 G-103

SCALE: 1:500

REPLACE PIPE

PENETRATIONS

KJU008

F-508

REPLACE SPALLED

CONCRETE

KJU011

C-140

INSTALL

ROLLING PIT COVER

KJU009

S-302

REPLACE SECTIONS OF

SPALLED CONCRETE

KJU011

S-102

P-102

P-502

P-101

P-501

E-406

E-501

F-506

C-540

P-104

P-504

E-102

P-103

P-503

D E

F I C

I E

N C

Y

S

I T

E

P

L A

N

E

N L A

R G

O

R A

C

I L I T

Y

G-105

A J M

J E

J K

G U

C

D A

T E

N O

D S

G N

D R

R E

V I S

I O

N

C H

K

A P

V D

B Y

A P

V D

DWG

C H

L

L

G

H T

S

R

E S

E R

V E

D

C H

L L

A

B

E

U

S E

D

O

R

T

F

H

O

J E

T

H O

I T

T E

N

A

U T

H O

R I Z

A T

I O

N

O

F

C

H M

H I L L

T H

C

U M

E N

T

A

E A

S

A

S

I G

C O

R P

O R

A T

R

E I N

A

S

A

N

I N

S T

R U

M E

P

R O

F E

S S

I O

N A

L

S

E R

V I C

E

O

P E

R T

Y

O

F R

E U

D

O C

U M

E N

T S c

N O

T

F

N

S T

R U

C T

I O

N

1140312

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A

B

C

D

1 2 3 4 5

M C

H M

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

P

K W

A N

G

S

E

S

O U

R

E A

SCALE:

BULK STORAGE FACILITY A3

1:250 G-103

SCALE: 1:250

PROVIDE CONCRETE

CONTAINMENTC-103

REPLACE VALVES,

PRESSURE TEST

N-007604-06

F-503

REPLACE LEAK SEALSKJU010

F-504

D E

F I C

I E

N C

Y

S

I T

E

P

L A

N

E

N L A

R G

O

R A

C

I L I T

Y

G-106

A J M

J E

J K

G U

C

D A

T E

N O

D S

G N

D R

R E

V I S

I O

N

C H

K

A P

V D

B Y

A P

V D

DWG

C H

L L

L

R

I G

H T

S

R

E S

E R

V E

D

C H

L

L

A

B

E

U

S E

D

O

R

T

F

H

O

J E

T

H O

I T

T E

N

A

U T

H O

R I Z

A T

I O

N

O

F

C

H

M H

I L

L

T H

C

U M

E N

T

A

E A

S

A

S

I G

C O

R P

O R

A T

R

E I N

A

S

A

N

I N

S T

R U

M E

P

R O

F E

S S

I O

N A

L

S

E R

V I C

E

O

P E

R T

Y

O

F R

E U

D

O C

U M

E N

T S c

N O

T

F

N

S T

R U

C T

I O

N

1140312

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A

B

C

D

1 2 3 4 5

M C

H

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

P

K W

A N

G

S

E

S

O U

R

E A

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

BC

BLDG

BOT

BW

CF

CO

CONC

COR

CPVC

DI

DIA.

DIP

DWCB

EEWS

EFSO

ELEC.

ELEV

EP

ESMT

EX.

FES

FFE

FH

FT

G.A.B.

HDPE

HORZ.

HT

HW

I.D.

I.E.

IN.

INC.

INV

IPF

IPS

JB

LF

LL

LP

MAX.

MECH

MES

MIN.

MON.

NO.

NTS

O.C.

OCEW

OCS

O.D.

PK

POB

POL

PROP

PSI

PTP

PVC

QC

RCP

R/W

SD

SF

SPEC

SQ

SS

SSMH

STD

SWM

TBM

TW

TYP

VERT.

WM

WV

WWF

W/

YR

ABBREVIATIONS:

CONCRETE

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.

LEGEND:

DETAIL NUMBER

SECTION CUT CALLOUT

SHEET NUMBERS OMITTED IF SECTION IS CUT

AND/OR DETAILED ON SAME DRAWING.

SHEET NUMBER OF DRAWING WHERE

DETAIL IS SHOWN/REFERENCED

X

XXX

SCALE:

DRAWING SHEET SCALE

DRAWING SHEET TITLE

DETAIL CALLOUT

SECTION NUMBER

SHEET NUMBER OF DRAWING WHERE

SECTION IS SHOWN/REFERENCED

DETAIL TITLE

DETAIL NUMBER

X

DETAIL IDENTIFICATION

DEFICIENCY NUMBER

SHEET NUMBERS OMITTED IF SECTION IS CUT

AND/OR DETAILED ON SAME DRAWING.

SHEET NUMBER OF DRAWING WHERE

DETAIL IS SHOWN/REFERENCED

X

XXX

DEFICIENCY CALLOUT

DEFICIENCY TITLE

S502

DEMOLISH AREA

XXXXX

XXXX

XXXXX

XXXX

XXXXX

XXXX

C I V

N

E R

T

E S

L

E G

E N

B

R E

V I A

T I O

N S

C-001

A J M

J E

J K

G U

C

50mm LOCKABLE BALL

VALVE AND DUCTILE

IRON PIPE FOR SPILL

CONTAINMENT AREA

DRAIN CONTROL

EXISTING SLAB

COMPACTED

SUBGRADE

(95% PROCTOR)

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

N

C H

K

A P

V D

B Y

A P

V D

DWG

C H

L L

L

R

I G

H T

S

R

E S

E R

V E

D

C H

L

L

A

B

E

U

S E

D

O

R

T

F

H

O

J E

T

H O

I T

T E

N

A

U T

H O

R I Z

A T

I O

N

O

F

C

H

M H

I L

L

T H

C

U M

E N

T

A

E A

S

A

S

I G

C O

R P

O R

A T

R

E I N

A

S

A

N

I N

S T

R U

M E

P

R O

F E

S S

I O

N A

L

S

E R

V I C

E

O

P E

R T

Y

O

F R

E U

D

O C

U M

E N

T S c

N O

T

F

N

S T

R U

C T

I O

N

1140312

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B

C

D

1 2 3 4 5

M C

H

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 k w a n g

C d r d a

P

K W

A N

G

S

E

S

O U

R

E A

NOTES:

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

ABBREVIATIONS.

2. CONTRACTOR TO VERIFY PAD DIMENSIONS

NECESSARY TO ENSURE ALL ABOVEGROUND FLANGED

AND THREADED PIPE AND EQUIPMENT CONNECTIONS

ASSOCIATED WITH THE SUMP SEPARATOR TANK ARE

WITHIN THE NEW CURBED CONCRETE CONTAINMENT

AREA FOOTPRINT.

SCALE:

NTS

DEFICIENCY N-007586-05 (1) - FACILITY 1305

A3

CURBED CONCRETE

CONTAINMENT AREA

C-101

PROVIDE 50mm LOCKABLE BALL

VALVE AND STAINLESS STEEL PIPE

FOR SPILL CONTAINMENT AREA

DRAIN CONTROL

SCALE: NTS

A3

CURBED CONCRETE CONTAINMENT AREA

≈ 3 M

PROVIDE PIPE SLEEVE WITH LINK SEAL.

PROVIDE FUEL AND WATER RESISTANT

SEALANT AT PENETRATION (TYP)

D E

F I C

I E

N C

Y

N

F A

C I L

I T

Y

P R

O V

I D

E

C

O N

C R

E T

E

C

O N

T A

I N

M E

N T

C-101

A J M

J E

J K

G U

C

IRON PIPE FOR SPILL

CONTAINMENT AREA

DRAIN CONTROL

EXISTING SLAB

COMPACTED

SUBGRADE

(95% PROCTOR)

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

N

C H

K

A P

V D

B Y

A P

V D

DWG

C H

L L

L

R

I G

H T

S

R

E S

E R

V E

D

C H

L

L

A

B

E

U

S E

D

O

R

T

F

H

O

J E

T

H O

I T

T E

N

A

U T

H O

R I Z

A T

I O

N

O

F

C

H

M H

I L

L

T H

C

U M

E N

T

A

E A

S

A

S

I G

C O

R P

O R

A T

R

E I N

A

S

A

N

I N

S T

R U

M E

P

R O

F E

S S

I O

N A

L

S

E R

V I C

E

O

P E

R T

Y

O

F R

E U

D

O C

U M

E N

T S c

N O

T

F

N

S T

R U

C T

I O

N

1140312

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A

B

C

D

1 2 3 4 5

M C

H

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 k w a n g

C d r d a

P

K W

A N

G

S

E

S

O U

R

E A

SCALE:

NTS

DEFICIENCY N-007586-05 (2) - FACILITY 1311

A3

CURBED CONCRETE

CONTAINMENT AREA

C-102

PROVIDE 50mm LOCKABLE BALL

VALVE AND STAINLESS STEEL PIPE

FOR SPILL CONTAINMENT AREA

DRAIN CONTROL

SCALE: NTS

A3

CURBED CONCRETE CONTAINMENT AREA

TIE TO EXISTING

CONCRETE OBTRUSION

NOTES:

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

ABBREVIATIONS.

2. CONTRACTOR TO VERIFY PAD DIMENSIONS

NECESSARY TO ENSURE ALL ABOVEGROUND FLANGED

AND THREADED PIPE AND EQUIPMENT CONNECTIONS

ASSOCIATED WITH THE SUMP SEPARATOR TANK ARE

WITHIN THE NEW CURBED CONCRETE CONTAINMENT

AREA FOOTPRINT.

EXPANSION JOINT SEAL DETAIL

SCALE: NTS

D E

F I C

I E

N C

Y

N

F A

C I L

I T

Y

P R

O V

I D

E

C

O N

C R

E T

E

C

O N

T A

I N

M E

N T

C-102

A J M

J E

J K

G U

C

IRON PIPE FOR SPILL

CONTAINMENT AREA

DRAIN CONTROL

EXISTING SLAB

COMPACTED

SUBGRADE

(95% PROCTOR)

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

N

C H

K

A P

V D

B Y

A P

V D

DWG

C H

L L

L

R

I G

H T

S

R

E S

E R

V E

D

C H

L

L

A

B

E

U

S E

D

O

R

T

F

H

O

J E

T

H O

I T

T E

N

A

U T

H O

R I Z

A T

I O

N

O

F

C

H

M H

I L

L

T H

C

U M

E N

T

A

E A

S

A

S

I G

C O

R P

O R

A T

R

E I N

A

S

A

N

I N

S T

R U

M E

P

R O

F E

S S

I O

N A

L

S

E R

V I C

E

O

P E

R T

Y

O

F R

E U

D

O C

U M

E N

T S c

N O

T

F

N

S T

R U

C T

I O

N

1140312

4-24-2015

A

B

C

D

1 2 3 4 5

M C

H

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 k w a n g

C d r d a

P

K W

A N

G

S

E

S

O U

R

E A

SCALE:

NTS

DEFICIENCY N-007586-05 (3) - FACILITY 1315

A3

CURBED CONCRETE

CONTAINMENT AREA

C-103

PROVIDE 50mm LOCKABLE BALL

VALVE AND STAINLESS STEEL PIPE

FOR SPILL CONTAINMENT AREA

DRAIN CONTROL

SCALE: NTS

A3

CURBED CONCRETE CONTAINMENT AREA

RELOCATE CONDUIT

TIE TO EXISTING CONCRETE OBTRUSION

NOTES:

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

ABBREVIATIONS.

2. CONTRACTOR TO VERIFY PAD DIMENSIONS

NECESSARY TO ENSURE ALL ABOVEGROUND FLANGED

AND THREADED PIPE AND EQUIPMENT CONNECTIONS

ASSOCIATED WITH THE SUMP SEPARATOR TANK ARE

WITHIN THE NEW CURBED CONCRETE CONTAINMENT

SCALE: NTS

D E

F I C

I E

N C

Y

N

F A

C I L

I T

Y

P R

O V

I D

E

C

O N

C R

E T

E

C

O N

T A

I N

M E

N T

C-103

A J M

J E

J K

G U

C

NOTES:

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

ABBREVIATIONS.

2. DEMOLISH TANKS AND SALVAGE NEW EQUIPMENT

INCLUDING VALVES. CONSULT GOVERNMENT ABOUT

VALVES AND EQUIPMENT TO BE SALVAGED BEFORE

DEMOLITION BEGINS.

3. AFTER SITE HAS BEEN DEMOLISHED, RESTORE GRADES TO

MATCH CONDITIONS TO THE SURROUNDING AREA, PROVIDE

PERMANENT VEGETATION, AND ENSURE NO PONDING

OCCURS.

4. SEE SHEET C-510 FOR TYPICAL CUT AND COVER TANK

SECTION.

C-110

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

N

C H

K

A P

V D

B Y

A P

V D

DWG

C H

L L

L

R

I G

H T

S

R

E S

E R

V E

D

C H

L

L

A

B

E

U

S E

D

O

R

T

F

H

O

J E

T

H O

I T

T E

N

A

U T

H O

R I Z

A T

I O

N

O

F

C

H

M H

I L

L

T H

C

U M

E N

T

A

E A

S

A

S

I G

C O

R P

O R

A T

R

E I N

A

S

A

N

I N

S T

R U

M E

P

R O

F E

S S

I O

N A

L

S

E R

V I C

E

O

P E

R T

Y

O

F R

E U

D

O C

U M

E N

T S c

N O

T

F

N

S T

R U

C T

I O

N

1140312

4-24-2015

A

B

C

D

1 2 3 4 5

M C

H

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 k w a n g

C

J U d r d a

P

K W

A N

G

S

E

S

O U

R

E A

SCALE: NTS

DEFICIENCY KJU003 - FACILITY 712/713

DEMOLISH TANK AT FACILITY 712

DEMOLISH 5,000 BBL

TANK AT FACILITY 712

APPROX. SCALE: 1:500

DEFICIENCY KJU003 - FACILITY 712

FACILITY 712

FACILITY 712 PUMP VAULT

DEMOLISH EXISTING MOGAS AND DIESEL CUT AND COVER TANKS

(SEE SHEET C-510 FOR TYPICAL CUT AND COVER TANK SECTION)

SCALE: 1:500

D E

F I C

I E

N C

Y

K

J U

F A

C I L

I T

Y

D E

M O

L I S

H

T

A N

K

C-110

A J M

J E

J K

G U

C

NOTES:

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

ABBREVIATIONS.

2. DEMOLISH TANKS AND SALVAGE NEW EQUIPMENT

INCLUDING VALVES. CONSULT GOVERNMENT ABOUT

VALVES AND EQUIPMENT TO BE SALVAGED BEFORE

DEMOLITION BEGINS.

3. AFTER SITE HAS BEEN DEMOLISHED, RESTORE GRADES TO

MATCH CONDITIONS TO THE SURROUNDING AREA, PROVIDE

PERMANENT VEGETATION, AND ENSURE NO PONDING

OCCURS.

4. SEE SHEET C-510 FOR TYPICAL CUT AND COVER TANK

SECTION.

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

N

C H

K

A P

V D

B Y

A P

V D

DWG

C H

L L

L

R

I G

H T

S

R

E S

E R

V E

D

C H

L

L

A

B

E

U

S E

D

O

R

T

F

H

O

J E

T

H O

I T

T E

N

A

U T

H O

R I Z

A T

I O

N

O

F

C

H

M H

I L

L

T H

C

U M

E N

T

A

E A

S

A

S

I G

C O

R P

O R

A T

R

E I N

A

S

A

N

I N

S T

R U

M E

P

R O

F E

S S

I O

N A

L

S

E R

V I C

E

O

P E

R T

Y

O

F R

E U

D

O C

U M

E N

T S c

N O

T

F

N

S T

R U

C T

I O

N

1140312

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A

B

C

D

1 2 3 4 5

M C

H

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 k w a n g

C

J U d r d a

P

K W

A N

G

S

E

S

O U

R

E A

SCALE: NTS

DEFICIENCY KJU003B - FACILITY 713

DEMOLISH TANK AT FACILITY 713

DEMOLISH 10,000 BBL

TANK AT FACILITY 713

APPROX. SCALE: 1:500

DEFICIENCY KJU003 - FACILITY 713

FACILITY 713 PUMP VAULT

DEMOLISH EXISTING MOGAS AND DIESEL CUT AND COVER TANKS

(SEE SHEET C-510 FOR TYPICAL CUT AND COVER TANK SECTION)

SCALE: 1:500

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H

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C-111

A J M

J E

J K

G U

C

IRON PIPE FOR SPILL

CONTAINMENT AREA

DRAIN CONTROL

EXISTING SLAB

COMPACTED

SUBGRADE

(95% PROCTOR)

PROJ

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P

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E

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SCALE: NTS

DEFICIENCY KJU004 - FACILITY 1317

SCALE: NTS

FACILITY 1317 - VIEW FROM THE SOUTH

SCALE: NTS

FACILITY 1317 - VIEW FROM THE EAST

A4

CURBED CONCRETE

CONTAINMENT AREA

C-120

SCALE: NTS

A4

CURBED CONCRETE CONTAINMENT AREA

PROVIDE 50mm LOCKABLE BALL

VALVE AND STAINLESS STEEL PIPE

FOR SPILL CONTAINMENT AREA

DRAIN CONTROL

NOTES:

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

ABBREVIATIONS.

2. CONTRACTOR TO VERIFY PAD DIMENSIONS

NECESSARY TO ENSURE ALL ABOVEGROUND FLANGED

AND THREADED PIPE AND EQUIPMENT CONNECTIONS

ASSOCIATED WITH THE SUMP SEPARATOR TANK ARE

WITHIN THE NEW CURBED CONCRETE CONTAINMENT

SCALE: NTS

D E

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K

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F A

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P R

O V

I D

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C

O N

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E

C

O N

T A

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N T

C-120

A J M

J E

J K

G U

C

NOTES:

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

ABBREVIATIONS.

2. CONTRACTOR SHALL CONSULT GOVERNMENT ABOUT

VALVES AND EQUIPMENT TO BE SALVAGED BEFORE

DEMOLITION BEGINS.

3. AFTER SITE HAS BEEN DEMOLISHED, RESTORE GRADES TO

MATCH CONDITIONS TO THE SURROUNDING AREA, PROVIDE

PERMANENT VEGETATION, AND ENSURE NO PONDING

OCCURS.

PROJ

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E

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SCALE: NTS

DEFICIENCY KJU006 (1) - FACILITY 2137

COORDINATE WITH FUELING

FOR DEMOLITION OF 10,000

GALLON MOGAS TANK

DEMOLISH SIGN

DEMOLISH CONCRETE

DEMOLISH SIGN

D E

F I C

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Y

K

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F A

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D E

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H

G

R O

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D

P

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N

K S

C-130

A J M

J E

J K

G U

C G

P

DEMOLISH TANK STAND

DEMOLISH CONCRETE

CONTAINMENT FLOOR, WALLS,

AND ASSOCIATED FOOTINGS

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

ABBREVIATIONS.

2. CONTRACTOR SHALL CONSULT GOVERNMENT ABOUT

VALVES AND EQUIPMENT TO BE SALVAGED BEFORE

DEMOLITION BEGINS.

3. AFTER SITE HAS BEEN DEMOLISHED, RESTORE GRADES TO

MATCH CONDITIONS TO THE SURROUNDING AREA, PROVIDE

PERMANENT VEGETATION, AND ENSURE NO PONDING

OCCURS.

PROJ

DATE

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SCALE: NTS

DEFICIENCY KJU006 (2) - FACILITY 2138

DEMOLISH TANK ACCESS STAIRS

DEMOLISH CONCRETE

CONTAINMENT FLOOR, WALLS,

AND ASSOCIATED FOOTINGS

DEMOLISH CONCRETE

DEMOLISH CONCRETE

DEMOLISH SIGNS

D E

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F A

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P

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C-131

A J M

J E

J K

G U

C G

P

DEMOLISH TANK STAND

COORDINATE WITH FUELING

FOR DEMOLITION OF 10,000

GALLON DIESEL TANK

TBD09

NOTES:

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

ABBREVIATIONS.

2. SAWCUT SHALL BE FULL DEPTH AND PROVIDE A SMOOTH

VERTICAL FACE. EXISTING PAVEMENT NOT MARKED FOR

DEMOLITION SHALL BE PROTECTED.

PROJ

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APPROX. SCALE: 1:500

DEFICIENCY KJU011 - FACILITY 1317

SAWCUT EXISTING ASPHALT/CONCRETE INTERFACE

(SEE NOTE #2)

PROTECT EXISTING CONCRETE

DEMOLISH EXISTING CONCRETE IN THIS

AREA AND PROVIDE NEW CONCRETE

(APPROX. 400 SQM.)

B1 CONCRETE JOINTS

C-540

A4 CONCRETE PAVEMENT

C-540

DEMOLISH EXISTING CONCRETE

AND PROVIDE NEW CONCRETE

DEMOLISH EXISTING CONCRETE

AND PROVIDE NEW CONCRETE

DEMOLISH EXISTING CONCRETE

AND PROVIDE NEW CONCRETE

REFERENCE DETAILS:

SCALE: 1:500

D E

F I C

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K

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F A

C I L

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R E

P L

A C

E

S

E C

T I O

S

P A

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N

C R

E T

E

C-140

A J M

J E

J K

G U

C

150mm

80mm

150mm

40mm

150mm

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

PROJ

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SCALE:

BULK STORAGE FACILITYB1

SCALE: 1:50

1:50

D E

F I C

I E

N C

Y

K

J U

F A

C I L

I T

Y

T E

M P

E R

E

W A

S H

C-150

R P

B R

P B

T H

S C

G P

STANDARD PIPE TRENCH

SCALE: NTS

EXISTING EMERGENCY SHOWER/EYEWASH TO REMAIN - SEE

ELECTRICAL AND PLUMBING FOR UTILITY CONNECTIONS.

UNDERGROUND ELECTRICAL CONDUIT - SEE ELECTRICAL FOR SIZE

AND TYPE.

UNDERGROUND TEMPERED/COLD WATER SUPPLY - SEE PLUMBING

FOR SIZE AND TYPE.

UNDERGROUND COLD WATER SUPPLY - SEE PLUMBING FOR SIZE

AND TYPE.

NEW WATER HEATER ENCLOSURE ON CONCRETE PAD. SEE DETAIL,

THIS SHEET FOR CONCRETE PAD.

NOTES:

1. SEE SITE LOCATION ON SHEET G-105.

2. INSTALL WATER AND ELECTRICAL IN STANDARD PIPE TRENCH -

SEE DETAIL, THIS SHEET. WATER AND ELECTRICAL SHALL BE

HOUSED IN THE SAME TRENCH WHERE APPLICABLE. INSTALL IN

SEPERATE TRENCHES AS NEEDED FOR UTILITY CONNECTIONS.

COORDINATE WITH ELECTRICAL AND PLUMBING.

KEYED NOTES:

CONCRETE EQUIPMENT PAD

SCALE: NTS

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

PROJ

DATE

D A

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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 k w a n g

C

J U d r d a

P

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A N

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S

E

S

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SCALE:

BULK STORAGE FACILITYB1

SCALE: 1:50

1:50

D E

F I C

I E

N C

Y

K

J U

F A

C I L

I T

Y

T E

M P

E R

E

W A

S H

C-160

R P

B R

P B

T H

S C

G P

STANDARD PIPE TRENCH

SCALE: NTS

EXISTING EMERGENCY SHOWER/EYEWASH TO REMAIN - SEE

ELECTRICAL AND PLUMBING FOR UTILITY CONNECTIONS.

UNDERGROUND ELECTRICAL CONDUIT - SEE ELECTRICAL FOR SIZE

AND TYPE.

UNDERGROUND TEMPERED/COLD WATER SUPPLY - SEE PLUMBING

FOR SIZE AND TYPE.

UNDERGROUND COLD WATER SUPPLY - SEE PLUMBING FOR SIZE

AND TYPE.

NEW WATER HEATER ENCLOSURE ON CONCRETE PAD. SEE DETAIL,

THIS SHEET FOR CONCRETE PAD.

NOTES:

1. SEE SITE LOCATION ON SHEET G-105.

2. INSTALL WATER AND ELECTRICAL IN STANDARD PIPE TRENCH -

SEE DETAIL, THIS SHEET. WATER AND ELECTRICAL SHALL BE

HOUSED IN THE SAME TRENCH WHERE APPLICABLE. INSTALL IN

SEPERATE TRENCHES AS NEEDED FOR UTILITY CONNECTIONS.

COORDINATE WITH ELECTRICAL AND PLUMBING.

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

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

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C H

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L

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A

E A

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A

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1 2 3 4 5

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H

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 k w a n g

C

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P

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A N

G

S

E

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SCALE:

BULK STORAGE FACILITYB1

NOTES:

1. SEE SITE LAYOUT LOCATION ON SHEET G-105.

SCALE: 1:100

1:50

D E

F I C

I E

N C

Y

K

J U

F A

C I L

I T

Y

T E

M P

E R

E

W A

S H

C-170

R P

B R

P B

T H

S C

G P

STANDARD PIPE TRENCH

SCALE: NTS

EXISTING EMERGENCY SHOWER/EYEWASH TO REMAIN - SEE

ELECTRICAL AND PLUMBING FOR UTILITY CONNECTIONS.

UNDERGROUND ELECTRICAL CONDUIT - SEE ELECTRICAL FOR SIZE

AND TYPE.

UNDERGROUND TEMPERED/COLD WATER SUPPLY - SEE PLUMBING

FOR SIZE AND TYPE.

UNDERGROUND COLD WATER SUPPLY - SEE PLUMBING FOR SIZE

AND TYPE.

NEW WATER HEATER ENCLOSURE ON CONCRETE PAD. SEE DETAIL,

THIS SHEET FOR CONCRETE PAD.

NOTES:

1. SEE SITE LOCATION ON SHEET G-105.

2. INSTALL WATER AND ELECTRICAL IN STANDARD PIPE TRENCH -

SEE DETAIL, THIS SHEET. WATER AND ELECTRICAL SHALL BE

HOUSED IN THE SAME TRENCH WHERE APPLICABLE. INSTALL IN

SEPERATE TRENCHES AS NEEDED FOR UTILITY CONNECTIONS.

COORDINATE WITH ELECTRICAL AND PLUMBING.

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

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

N

C H

K

A P

V D

B Y

A P

V D

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C H

L L

L

R

I G

H T

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R

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E R

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C H

L

L

A

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D

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A

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E

O

P E

R T

Y

O

F R

E U

D

O C

U M

E N

T S c

N O

T

F

N

S T

R U

C T

I O

N

1140312

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A

B

C

D

1 2 3 4 5

M C

H

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 k w a n g

C

J U d r d a

P

K W

A N

G

S

E

S

O U

R

E A

SCALE:

BULK STORAGE FACILITYB1

1:100

D E

F I C

I E

N C

Y

K

J U

F A

C I L

I T

Y

E Y

E W

A S

H

S

T A

T I O

N

C-180

R P

B R

P B

T H

S C

G P

SCALE: 1:250

NOTES:

1. SEE SITE LAYOUT LOCATION ON SHEET G-105.

STANDARD PIPE TRENCH

SCALE: NTS

NEW EMERGENCY SHOWER/EYEWASH ON CONCRETE PAD - SEE

DETAIL, THIS SHEET FOR CONCRETE PAD. SEE ELECTRICAL AND

PLUMBING FOR UTILITY CONNECTIONS.

UNDERGROUND ELECTRICAL CONDUIT - SEE ELECTRICAL FOR SIZE

AND TYPE.

UNDERGROUND TEMPERED/COLD WATER SUPPLY - SEE PLUMBING

FOR SIZE AND TYPE.

UNDERGROUND COLD WATER SUPPLY - SEE PLUMBING FOR SIZE

AND TYPE.

NEW WATER HEATER ENCLOSURE ON CONCRETE PAD. SEE DETAIL,

THIS SHEET FOR CONCRETE PAD.

NOTES:

1. SEE SITE LOCATION ON SHEET G-105.

2. INSTALL WATER AND ELECTRICAL IN STANDARD PIPE TRENCH -

SEE DETAIL, THIS SHEET. WATER AND ELECTRICAL SHALL BE

HOUSED IN THE SAME TRENCH WHERE APPLICABLE. INSTALL IN

SEPERATE TRENCHES AS NEEDED FOR UTILITY CONNECTIONS.

COORDINATE WITH ELECTRICAL AND PLUMBING.

KEYED NOTES:

5%

STEEL PIPE

COLUMNS

PUMP VAULT

D16 @ 300

WITH STD. HOOK

D16 @ 300 E.W.

EXHAUST FAN

A

250 500 250

D16 @ 300 E.W.

D16 @ 300 E.W.

B

250 500 250

L76x76x7.9

2%

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)

C

L R

DETAIL

C

D

SECTION

D16 @ 300 EACH

WAY, EACH FACE

D16 @ 300

5%

13 DIA. EXPANSION

ANCHOR BOLT W/ 150

MINIMUM EMBEDMENT

(TYP. OF 4)

GROUT,

SLOPE TO

DRAIN

C L R

T Y

P

W200x15 TYP.

L51x51x4.8

(TYP. OF 3)

BOTTOM PLATE

FUEL RESISTANT EPOXY

RESIN COATING

FLOOR SLAB

SLOPE

5%

5%

2%

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

C

C

L R

T Y

P

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.

5%

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

D

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

N

C H

K

A P

V D

B Y

A P

V D

DWG

C H

L L

L

R

I G

H T

S

R

E S

E R

V E

D

C H

L

L

A

B

E

U

S E

D

O

R

T

F

H

O

J E

T

H O

I T

T E

N

A

U T

H O

R I Z

A T

I O

N

O

F

C

H

M H

I L

L

T H

C

U M

E N

T

A

E A

S

A

S

I G

C O

R P

O R

A T

R

E I N

A

S

A

N

I N

S T

R U

M E

P

R O

F E

S S

I O

N A

L

S

E R

V I C

E

O

P E

R T

Y

O

F R

E U

D

O C

U M

E N

T S c

N O

T

F

N

S T

R U

C T

I O

N

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1 2 3 4 5

M C

H

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 k w a n g

C

J U d r d a

P

K W

A N

G

S

E

S

O U

R

E A

D E

F I C

I E

N C

Y

K

J U

F A

C I L

I T

Y

D E

M O

L I S

H

T

A N

K

D

E T

A I L

S

C-510

A J M

J E

J K

G U

C

STEEL PIPE

COLUMNS

PUMP VAULT

D16 @ 300

WITH STD. HOOK

D16 @ 300 E.W.

EXHAUST FAN

A

250 500 250

D16 @ 300 E.W.

D16 @ 300 E.W.

B

250 500 250

L76x76x7.9

2%

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)

C

L R

DETAIL

C

D

SECTION

D16 @ 300 EACH

WAY, EACH FACE

D16 @ 300

5%

13 DIA. EXPANSION

ANCHOR BOLT W/ 150

MINIMUM EMBEDMENT

(TYP. OF 4)

GROUT,

SLOPE TO

DRAIN

C L R

T Y

P

W200x15 TYP.

L51x51x4.8

(TYP. OF 3)

BOTTOM PLATE

FUEL RESISTANT EPOXY

RESIN COATING

FLOOR SLAB

SLOPE

5%

5%

2%

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

C

C

L R

T Y

P

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.

5%

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

D

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

N

C H

K

A P

V D

B Y

A P

V D

DWG

C H

L L

L

R

I G

H T

S

R

E S

E R

V E

D

C H

L

L

A

B

E

U

S E

D

O

R

T

F

H

O

J E

T

H O

I T

T E

N

A

U T

H O

R I Z

A T

I O

N

O

F

C

H

M H

I L

L

T H

C

U M

E N

T

A

E A

S

A

S

I G

C O

R P

O R

A T

R

E I N

A

S

A

N

I N

S T

R U

M E

P

R O

F E

S S

I O

N A

L

S

E R

V I C

E

O

P E

R T

Y

O

F R

E U

D

O C

U M

E N

T S c

N O

T

F

N

S T

R U

C T

I O

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B

C

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1 2 3 4 5

M C

H

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 k w a n g

C

J U d r d a

P

K W

A N

G

S

E

S

O U

R

E A

D E

F I C

I E

N C

Y

K

J U

F A

C I L

I T

Y

D E

M O

L I S

H

T

A N

K

D

E T

A I L

S

C-511

A J M

J E

J K

G U

C

10mm

10mm

I N

I T

I A

L

S

A W

C

U T

JOINT WIDENING

10mm (TYP)

ASPHALT PAVEMENTCONCRETE PAVEMENT

T

T

X

PROPOSED PAVEMENTEXISTING PAVEMENT

1/2 DOWEL

LENGTH

DOWEL BAR SCHEDULE

THICKNESS OF SLAB

(T)

DOWEL DIAMETER

(D)

DOWEL

LENGTH

DOWEL

SPACING

300mm500mm25mm200mm

300mm600mm32mm370mm

1/2 DOWEL

LENGTH

C

1/2 DOWEL

LENGTH

D

SCALE: NTS

EX SUBGRADE

S A

W

C

P

T H

EXISTING PROPOSED

PAVEMENT PAVEMENT

B1

SCALE: NTS

CONCRETE PAVEMENT

PORTLAND CEMENT

(35 MPa)

A4

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

N

C H

K

A P

V D

B Y

A P

V D

DWG

C H

L L

L

R

I G

H T

S

R

E S

E R

V E

D

C H

L

L

A

B

E

U

S E

D

O

R

T

F

H

O

J E

T

H O

I T

T E

N

A

U T

H O

R I Z

A T

I O

N

O

F

C

H

M H

I L

L

T H

C

U M

E N

T

A

E A

S

A

S

I G

C O

R P

O R

A T

R

E I N

A

S

A

N

I N

S T

R U

M E

P

R O

F E

S S

I O

N A

L

S

E R

V I C

E

O

P E

R T

Y

O

F R

E U

D

O C

U M

E N

T S c

N O

T

F

N

S T

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C T

I O

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1140312

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B

C

D

1 2 3 4 5

M C

H

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 k w a n g

C

J U d r d a

P

K W

A N

G

S

E

S

O U

R

E A

D E

F I C

I E

N C

Y

K

J U

F A

C I L

I T

Y

R E

P L

A C

E

S

E C

T I O

S

P A

L L

N

C R

E T

E

C-540

A J M

J E

J K

G U

C

C250x22.8 C250x22.8 C250x22.8

C250x22.8C250x22.8C250x22.8C250x22.8

C250x22.8

C250x22.8

C x

C x

C x

C x

C x

C x

C x

C x

L76x76x6.4

DIAG. BRACE (TYP)

BAR GRATING STAIR TREADS, 38

x 5 @ 30 w/ CROSS BARS @ 100

CROSS-HATCHED PLATE NOSING

31 WIDE MIN. SEE NOTES ON S-001

1350 3825 3750 3750 3450

C250x22.8

HSS 76.2x76.2x4.8 POST w/ 13mm CAP

PLATE AND BASE PLATE 16x250x250 (TYP)

DRILL AND EPOXY ANCHORS INTO

EXISTING SLAB. VERIFY EXISTING SLAB

THICKNESS

SCALE:

B3

FACILITY 1305 - CATWALK CANOPY PLAN

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

N

C H

K

A P

V D

B Y

A P

V D

DWG

C H

L

L

G

H T

S

R

E S

E R

V E

D

C H

L L

A

B

E

U

S E

D

O

R

T

F

H

O

J E

T

H O

I T

T E

N

A

U T

H O

R I Z

A T

I O

N

O

F

C

H M

H I L L

T H

C

U M

E N

T

A

E A

S

A

S

I G

C O

R P

O R

A T

R

E I N

A

S

A

N

I N

S T

R U

M E

P

R O

F E

S S

I O

N A

L

S

E R

V I C

E

O

P E

R T

Y

O

F R

E U

D

O C

U M

E N

T S c

N O

T

F

N

S T

R U

C T

I O

N

1140312

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A

B

C

D

1 2 3 4 5

M C

H M

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

P

K W

A N

G

S

E

S

O U

R

E A

D E

F I C

I E

N C

Y

K

J U

F A

C I L I T

Y

I N

S T

A L L

C

A T

W A

L K

S

S-102

C F

W C

F W

R C

J C

G P

1. SEE DESIGN NARRATIVE FOR LOAD ASSUMPTIONS AND REQUIREMENTS FOR

MATERIAL PROPERTIES.

2. MINIMUM DIMENSION VALUES PROVIDED FOR ESTIMATION PURPOSES. ACTUAL

DIMENSIONS TO BE VERIFIED IN FINAL DESIGN.

HOUSEKEEPING PAD UNDER

FILTER SEPARATOR UNIT. SEE

DETAIL ON S-303. TYP. x 2.

D3

S-303

SCALE:

C1

RAIL OFFLOAD FOUNDATION PLAN

1/8" = 1'-0"

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

N

C H

K

A P

V D

B Y

A P

V D

DWG

C H

L

L

G

H T

S

R

E S

E R

V E

D

C H

L L

A

B

E

U

S E

D

O

R

T

F

H

O

J E

T

H O

I T

T E

N

A

U T

H O

R I Z

A T

I O

N

O

F

C

H M

H I L L

T H

C

U M

E N

T

A

E A

S

A

S

I G

C O

R P

O R

A T

R

E I N

A

S

A

N

I N

S T

R U

M E

P

R O

F E

S S

I O

N A

L

S

E R

V I C

E

O

P E

R T

Y

O

F R

E U

D

O C

U M

E N

T S c

N O

T

F

N

S T

R U

C T

I O

N

1140312

4-24-2015

A

B

C

D

1 2 3 4 5

M C

H M

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

P

K W

A N

G

S

E

S

O U

R

E A

16808

SCALE: 1/8" = 1'-0"

D E

F I C

I E

N C

Y

N

F A

C I L I T

Y

I N

S T

A L L

F

I L T

P

A R

A T

O R

S

V

A L V

E S

E

T C

S-103

C F

W C

F W

R C

J C

G P

1. SEE DESIGN NARRATIVE FOR LOAD ASSUMPTIONS AND REQUIREMENTS FOR

CONCRETE PROPERTIES.

2. MINIMUM DIMENSION VALUES PROVIDED FOR ESTIMATION PURPOSES. ACTUAL

25mm NON-METALLIC, NON-SHRINK GROUT

ANCHOR RODS, SEE SCHEDULE

ON S-101. SEE PIER DETAIL FOR

ARRANGEMENT

PRE-ENG'D COLUMN

w/ BASE PLATE

TIES AROUND ANCHOR

RODS, SEE PIER DETAILS

13mm EXPANSION

JOINT (TYP. AROUND

PIER)

SEE CIVIL DRAWINGS FOR

PAVEMENT, TYP. E.S. (NO

PAVEMENT AT SIM. SECT.)

#13 TIES (3 SETS IN PIER & 1 SET

IN FOOTING, SEE SECTIONS)

SEE SCHEDULE ON S-101 FOR

FOOTING SIZE & REINF.

ANCHOR REINF.,

SEE PIER DETAIL

C5

S-301

C3

S-301

#19 BARS, SEE

C3/S-301 (TYP.)

#13 TIES w/ 135° HOOKS

#13 TIE, ALTERNATE

DIRECTION OF 135°

HOOK

75 CLR.

TO TIE (TYP.)

A N

C H

B

E D

M E

N T

S E

E

C

O L

U M

N

S

C H

E D

U L

E

P

E

S

U P

P O

T

A I L

S

SEE PLANS FOR

T/ CONC ELEV.

TACK

WELD 2

PLACES

HEAVY HEX-NUT

& WASHER

HEAVY HEX-NUT

ASTM F1554 THRD'D ROD

SEE SCHEDULES AND

DETAILS FOR DIAMETERS

75mm PROJECTION & THREAD FOR 19mm DIA.

PAD TO EXTEND 50mm MINIMUM BEYOND

EQUIPMENT FOOTPRINT ON ALL SIDES. COORDINATE

EXACT PAD SIZE WITH EQUIPMENT PURCHASED.

NOTE:

SEE PLAN FOR SLAB

THICKNESS & REINF.

ROUGHEN SURFACE & APPLY

EPOXY BONDING AGENT

19mm CHAMFER (TYP.)

#13 @ 300mm O.C. E.W.

PLACED AT MID-DEPTH

1. SLAB SHALL BE SAWN AS SOON AS THE CONCRETE WILL SAFELY

SUPPORT MEN AND EQUIPMENT.

2. FILL JOINT WITH SEALANT AFTER SLAB HAS BEEN CURED.

3. DOWELS SHALL BE SMOOTH AND LIGHTLY GREASED ON ONE END TO

PREVENT BONDING TO CONCRETE. DOWELS SHALL BE SUPPORTED

SO THEY WILL REMAIN PARALLEL IN BOTH THE HORIZONTAL AND

NOTES:

DISCONTINUE SLAB REINF.

AT EACH SIDE OF JOINT

4mm x (1/4 x SLAB THICKNESS)

SAW CUT JOINT w/ JOINT FILLER

GRANULAR FILL

COMPACTED SUBGRADE

19mm Ø x 400mm LONG SMOOTH

DOWELS SPACED @ 300mm O.C.

CENTERED AT JOINTS (PROVIDE

BAR SUPPORTS AT EACH END)

#13 + HOOK

@ 300mm

SEE PLAN FOR

SLAB REINF.

#13 CONT.

M I N

19mm CHAMFER, TYP.

T/SLAB ELEV.

150 150

88 MIN. 88 MIN.

N

M

I N

300mm

TYP x 2

#6 ANCHOR REINF.

#19 w/ HOOK @ E.E. (TYP.

x 10)

2 SETS OF #13 ANCHOR

TIES w/ 135° HOOKS

ANCHOR RODS, SEE

SCHED. ON S-101.

450mm x 450mm PIER

PIER TIES NOT SHOWN FOR

CLARITY, SEE C5/S-301.

NOTE:

300mm x 300mm

BASE PLATE

PROJ

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M C

H M

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

P

K W

A N

G

S

E

S

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E A

SCALE:

C1

TYPICAL COLUMN FOUNDATION

NTS SCALE:

C3

TYPICAL PIER DETAIL AT COLUMN

NTS SCALE:

C5

TYPICAL PIER REINFORCEMENT AT COLUMN

NTS

SCALE:

B1

TYPICAL ANCHOR ROD

NTS

SCALE:

A1

HOUSEKEEPING PAD DETAIL

NTS

SCALE:

A3

CONTAINMENT SLAB CURB DETAIL

NTS

SCALE:

B3

SLAB CONTROL JOINT DETAIL

NTS

D E

F I C

I E

N C

Y

K

J U

F A

C I L I T

Y

P R

O V

I D

E

T

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A T

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S

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A D

N

O P

Y

S-301

C F

W C

F W

R C

J C

G P

1. SEE DESIGN NARRATIVE FOR LOAD ASSUMPTIONS AND REQUIREMENTS FOR

CONCRETE PROPERTIES.

2. MINIMUM DIMENSION VALUES PROVIDED FOR ESTIMATION PURPOSES. ACTUAL

DIMENSIONS TO BE VERIFIED IN FINAL DESIGN.

3. SEE PLAN FOR CONTAINMENT SLAB EXTENTS & SLAB PROPERTIES.

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

B4

S-302

A2

S-302

REINF.

CONCRETE

PIT

2.64m

OUT TO OUT PIT WALL

FIELD VERIFY

FIELD VERIFY

STIFFENER

SHELL, SEE

SCHEDULE BELOW

TOP OF VAULT WALL

38mm Ø BENT ROD

(TYP. x 4)

G

4 MOUNTING BRACKETS EQUALLY SPACED AS REQ'D.

TYP.

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

B2

S-302

P R

O J

T H

R E

A D

S

WASHER

LEVELING NUT

w/ WASHER

16mm - 13UNC-2 ANCHOR

ROD w/ LARGE O.D. WASHER

& HEX NUT (GALV.)

SCALE: NTS

ROLLING PIT COVER SECTION

D2

1. THE TRACK FOR THE STEEL ROLLING COVER SHALL BE SHIMMED TO MAKE IT LEVEL AT THE PIT. THE

TRACK AT THE CONCRETE POST SHALL BE ADJUSTED WITH THE LEVELING NUTS.

2. THE ROLLING COVER SHALL BE FIELD TESTED BY THE CONTRACTOR TO ENSURE PROPER WHEEL

ADJUSTMENTS TO ELIMINATE BINDING AND TRACK MISALIGNMENT. IN ADDITION, CONTRACTOR

SHALL DEMONSTRATE TO THE CONTRACTING OFFICER'S REPRESENTATIVE THAT THE COVER AND

COVER TRACKS ARE LEVEL.

3. ALL FERROUS STEEL INCLUDING BOLTS, NUTS, SHIMS, AND WASHERS SHALL BE GALVANIZED

UNLESS OTHERWISE INDICATED ON THESE DRAWINGS.

4. ROLLING PIT COVER SHALL BE GROUNDED FOR LIGHTNING PROTECTION.

5. MINIMUM DIMENSION VALUES PROVIDED FOR ESTIMATION PURPOSES. ACTUAL DIMENSIONS TO BE

VERIFIED IN FINAL DESIGN.

NOTES:

A36 OR EQUIV.

SHELL MATERIAL SCHEDULE

3mm

TYPE

5mm

MIN. STIFFENER

THICKNESS

STEEL

SHELL

MIN. SHELL

THICKNESS

SCALE: NTS

ROLLING PIT COVER SECTION

B2

SCALE: NTS

ROLLING PIT COVER PARTIAL PLAN

A2

SCALE: NTS

ROLLING PIT COVER SECTION

B4

SCALE: NTS

ANCHOR ROD DETAIL

A4

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P

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C F

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B

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C

O L

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P O

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A I L

S

SEE PLANS FOR

T/ CONC ELEV.

TACK

WELD 2

PLACES

HEAVY HEX-NUT

& WASHER

HEAVY HEX-NUT

ASTM F1554 THRD'D ROD

SEE SCHEDULES AND

DETAILS FOR DIAMETERS

75mm PROJECTION & THREAD FOR 19mm DIA.

PAD TO EXTEND 50mm MINIMUM BEYOND

EQUIPMENT FOOTPRINT ON ALL SIDES. COORDINATE

EXACT PAD SIZE WITH EQUIPMENT PURCHASED.

NOTE:

SEE PLAN FOR SLAB

THICKNESS & REINF.

ROUGHEN SURFACE & APPLY

EPOXY BONDING AGENT

19mm CHAMFER (TYP.)

#13 @ 300mm O.C. E.W.

PLACED AT MID-DEPTH

1. SLAB SHALL BE SAWN AS SOON AS THE CONCRETE WILL SAFELY

SUPPORT MEN AND EQUIPMENT.

2. FILL JOINT WITH SEALANT AFTER SLAB HAS BEEN CURED.

3. DOWELS SHALL BE SMOOTH AND LIGHTLY GREASED ON ONE END TO

PREVENT BONDING TO CONCRETE. DOWELS SHALL BE SUPPORTED

SO THEY WILL REMAIN PARALLEL IN BOTH THE HORIZONTAL AND

VERTICAL PLANES.

4. CONSTRUCTION JOINT MAY REPLACE CONTROL JOINT.

NOTES:

DISCONTINUE SLAB REINF.

AT EACH SIDE OF JOINT

4mm x (1/4 x SLAB THICKNESS)

SAW CUT JOINT w/ JOINT FILLER

GRANULAR FILL

COMPACTED SUBGRADE

19mm Ø x 400mm LONG SMOOTH

DOWELS SPACED @ 300mm O.C.

CENTERED AT JOINTS (PROVIDE

BAR SUPPORTS AT EACH END)

#13 + HOOK

@ 300mm

SEE PLAN FOR

SLAB REINF.

#13 CONT.

M I N

19mm CHAMFER, TYP.

T/SLAB ELEV.

PROJ

DATE

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M C

H M

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

P

K W

A N

G

S

E

S

O U

R

E A

SCALE:

B1

TYPICAL ANCHOR ROD

NTS

SCALE:

D1

HOUSEKEEPING PAD DETAIL

NTS

SCALE:

D3

CONTAINMENT SLAB CURB DETAIL

NTS

SCALE:

B5

SLAB CONTROL JOINT

NTS

D E

F I C

I E

N C

Y

N

F A

C I L I T

Y

I N

S T

A L L

F

I L T

P

A R

A T

O R

S

V

A L V

E S

E

T C

S-303

C F

W C

F W

R C

J C

G P

1. SEE DESIGN NARRATIVE FOR LOAD ASSUMPTIONS AND REQUIREMENTS FOR

CONCRETE PROPERTIES.

2. MINIMUM DIMENSION VALUES PROVIDED FOR ESTIMATION PURPOSES. ACTUAL

DIMENSIONS TO BE VERIFIED IN FINAL DESIGN.

3. SEE PLAN FOR CONTAINMENT SLAB EXTENTS & SLAB PROPERTIES.

(TYP.)

M A

X I M m m

C

O O

R D

I N

A T

E

W

F I N

A L

M

E C

H A

N I C

A L

R

E Q

U I R

E M

E N

T S

SEE PLAN

C

L R

C

L R

300mm COMPACTED AGGREGATE

BASE COURSE MATERIAL UNDER

BOTTOM SLAB

MIN #16 @ 300mm O.C. E.W.

SEE MECHANICAL DRAWINGS FOR

PIT DETAILS AND LID ORIENTATION.

NOTE:

MIN #16 @ 300 MIN O.C. HORIZ. (TYP.)

DOWEL w/ STD 90° HOOK TO

MATCH SIZE & SPACING OF

WALL VERT., LAP PER S-001

MIN #16 @ 300mm O.C. E.W.

MIN #16 @ 300mm O.C. VERT. (TYP.)

GRADE, SEE CIVIL

PIPE CL ELEV.

SEE FUELING MECH.

S E

E

F U

E L I N

G

M E

C H

SLEEVE AND SEAL

JET FUEL RESISTANT

WATERSTOP (TYP.)

75 CLR.

(TYP.)

50 CLR.

(TYP.)

T/ PIT ELEV.

SEE CIVIL

MIN

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:

SEE

PLAN

S E

E

P L A

N

L A

P

P

I

C H

A P

T E

R

LAP PER ACI 318

CHAPTER 12

L A

P

P

I

C H

A P

T E

R

LAP PER ACI 318

CHAPTER 12

SPLICE BARS SAME SIZE

& SPACING AS HORIZ.

WALL REINF.

PROJ

DATE

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V I C

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Y

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T S c

N O

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C T

I O