18B0014_AMENDMENT_0004_REVISED_DRAWINGS.pdf

PDF 2 MB Posted Sep 7, 2018

Attached to: Repair Failed Vehicle Washrack Pumps and Controls, located at Joint Base Lewis McChord, Tacoma, WA
Solicitation number: W912DW18B0014
Issued by: Department of the Army Corps of Engineers Engineering District Seattle

About this file

From the source

REVISED DRAWINGS AMENDMENT 04

View the file

Other files

File	Type	Posted
W912DW18B0014_Amendment_04.pdf	PDF	Sep 7, 2018
Amendment_0002_Revised_Drawings_and_Spec_01_45_00.00_10.pdf	PDF	Aug 29, 2018
W912DW18B0014_AMENDMENT_0003.pdf	PDF	Aug 29, 2018
W912DW18B0014_AMENDMENT_0002.pdf	PDF	Aug 29, 2018
W912DW18B0014_AMENDMENT_0003.pdf	PDF	Aug 27, 2018
Amendment_0003_Revised_Drawings_and_Spec_01_45_00.00_10.pdf	PDF	Aug 27, 2018
W912DW18B0014_Amd_0001.pdf	PDF	Aug 20, 2018
P2-450529_WASH-00-COMPILATION-RTA_(Edited).pdf	PDF	Aug 9, 2018
P2-450529_WASH-18-REFERENCE_DRAWINGS-100_.pdf	PDF	Aug 9, 2018
FY18_JBLM_Wash_Rack_Repairs_SPECS_-_RTA_SUBMITTAL_-_11_JUN_2018.pdf	PDF	Aug 9, 2018
W912DW18B0014_REPAIR_WASH_RACKS_JBLM_WASHINGTON.pdf	PDF	Aug 9, 2018

Show all 11

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

DOOR ABBREVIATIONS

HW-X

ALUM

ANOD

CLR

EPT-X

FRR

IGU

MFR

MIN

MTL-X

PNT-X

PVF2

SCWD

STL

TEMP

TEMP AG

HARDWARE SET (SEE SECTION 08 71 00)

ALUMINUM

ANODIZED FINISH

CLEAR

EXTERIOR PAINT COLOR

(SEE EXT. FINISH SCHEDULE)

FACTORY FINISH

FIRE RESISTANCE RATED

HOLLOW METAL (DOOR OR FRAME)

INSULATED GLAZING UNIT

MANUFACTURER

MINUTES

METAL FINISH COLOR (SEE EXT. FINISH SCHED.)

PAIR

PAINT COLOR (SEE ROOM FINISH SCHEDULE)

POLYVINYLIDENE FLUORIDE (ORGANIC COATING)

SOLID CORE WOOD DOOR

STAINLESS STEEL

STEEL

TEMPERED

TEMPERED ACOUSTICAL GLAZING

GENERAL NOTES

1. FIELD VERIFY ROUGH AND MASONRY OPENING, TYP

2. EXTERIOR DOORS, FRAMES AND GLAZING MUST MEET DESIGN

REQUIREMENTS OF DOD UFC 4-010-01, "STANDARD 10", SEE

DETAILS AND SPECIFICATION SECTIONS 08 11 13, 08 11 16, 08 44 00

AND 08 81 00.

3. SOLID GROUT HM EXTERIOR DOOR FRAMES.

4. WHERE DOOR FRAME IS INSTALLED AGAINST CONCRETE

MASONRY WALL CONDITIONS, PROVIDE ANCHORS APPROPRIATE

FOR ADJACENT MATERIALS.

5. EXTERIOR HM DOORS SHALL BE INSULATED.

6. KICK PLATE ON PUSH SIDE OF DOOR, MOP PLATE ON PULL SIDE.

7. SEE SPECIFICATION SECTION 08 71 00 FOR DOOR HARDWARE

SETS.

8. FIELD VERIFY WALL TO WALL DISTANCE AFTER CMU WALLS ARE

COMPLETE.

19. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE

AND OPERABLE SYSTEM MEETING THE IDS AND ELECTRONIC

LOCKING REQUIREMENTS (28 16 01) PER PLANS AND SPECS AS

WELL AS THE FUNCTIONS AND THE REQUIREMENTS OF THE

HARDWARE SPECS (8 71 00).

EXTERIOR FINISH NOTES

1. MANUFACTURERS AND PRODUCTS LISTED ARE FOR

COLOR, TEXTURE, AND/OR PATTERN REFERENCE ONLY AND

ARE NOT INTENDED TO LIMIT SELECTION OF SIMILAR FINISH

MATERIALS BY OTHER MANUFACTURERS.

LOUVER NOTES

1. ALL DIMENSIONS SHOWN ARE ROUGH OPENINGS.

2. FACTORY MANUFACTURE AND FINISH LOUVER MULLIONS AT

LOCATIONS WHERE LOUVER TYPES CONNECT FOR WATER TIGHT

SEAL.

FRAME TYPES

SINGLE DOOR

DOOR PAIR MASONRY HEAD

3' - 4"

6' - 4"

LV-1

FRAME TYPES

LV-2

1' - 4"

FRAME TYPES

0" 2' - 8"

3' - 4"

DOOR TYPES

SINGLE DOOR

DOOR PAIR MASONRY HEAD

3' - 0"

6' - 0"

SHEET

IDENTIFICATION

D R

A W N

B Y:

I G N

B Y:

E :

C O

N O

N N

S O

B Y:

US ARMY CORPS OF

ENGINEERS ®

" X

N U

T D

1 2 3 4 5

A FY

P 2-

SEATTLE DISTRICT

E, W

N s/

2 1 4-

-0

U N

K R

R S

-M cC

H O

R D

, W

R . P

A U

O N

6/ 7/

C :\U se rs

\ G 3E

N E B

S9 \D oc um en ts

\F Y1

6_ P 2

-4

H _ A

R C

H _C

3E N

.rv t

6/ 7/

2 0

: 2

P M

R S

A-602

R/ W

W / L

C H

U L

E A

D O

Mark

WASH LOUVER SCHEDULE

R.O. SIZE FRAME DETAILS

NOTESWIDTH HEIGHT MATERIAL FINISH HEAD SILL JAMB

LV-1 1' - 4" 8" STEEL MTL-1 5/A-502 5/A-502 1/A-502

LV-2 1' - 4" 1' - 4" STEEL MTL-1 5/A-502 5/A-502 1/A-502

WASH EXTERIOR FINISH SCHEDULE

NAME TYPE / MATERIAL MANUFACTURER FINISH / COLOR COMMENTS

CMU-1 CONCRETE MASONRY UNIT Mutual Materials Smooth Face PNT-1

EPT-1 PVC ROOFING - - WHITE (USED IN REPAIR OF EXISTING BUILDINGS)

FBM-1 CONCRETE FLOORS MUTUAL MATERIALS - CLEAR SEALER

MTL-1 DOORS AND FRAMES SHERWIN WILLIAMS - COOL ZINC GREY

MTL-2 WINDOW FRAMES - ANNODIZED CLEAR

MTL-3 FLASHING, GUTTERS AND DOWNSPOUTS SHERWIN WILLIAMS - COOL ZINC GREY

MTL-5 STANDING SEAM METAL ROOFING AEP SPAN - COOL ZINC GREY

MTL-6 SOFFIT PANELS AND INSULATED METAL WALL PANELS KINGSPAN COOL ZINC GREY

WASH WINDOW SCHEDULE

FIRE

RATING NOTESTYPE

NOMINAL SIZE (W x H)

FINISH FRAME MATERIAL

DETAILS

W H HEAD SILL JAMB

W1 2' - 8" 2' - 0" MTL-2 2/A-502 6/A-502 6/A-502 NA FROSTED

W2 3' - 4" 3' - 4" MTL-2 2/A-502 6/A-502 6/A-502 NA

WASH DOOR SCHEDULE

DOOR

NO.

SIZE DOOR FRAME DETAILS FIRE

RATING

HARDWARE

SET

GLAZING

TYPE NOTESWIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB THRESHOLD 101 3' - 0" 7' - 0" 1 3/4" F MTL-1 F1 HM MTL-1 4/A-502 3/A-502 7/A-502 EAST DIVISION AREA PUMP HOUSE 101 3' - 0" 7' - 0" 1 3/4" F MTL-1 F1 HM MTL-1 4/A-502 3/A-502 7/A-502 EAST DIVISION AREA CONTROL BUILDING

101 3' - 0" 7' - 0" 1 3/4" F MTL-1 F1 HM MTL-1 4/A-502 3/A-502 7/A-502 BY OTHERS

101 3' - 0" 7' - 0" 1 3/4" F MTL-1 F1 HM MTL-1 4/A-502 3/A-502 7/A-502 3RD BRIGADE AREA PUMP HOUSE 101 3' - 0" 7' - 0" 1 3/4" F MTL-1 F1 HM MTL-1 4/A-502 3/A-502 7/A-502 3RD BRIGADE AREA CONTROL BUILDING 102 3' - 0" 7' - 0" 1 3/4" F MTL-1 F1 HM MTL-1 4/A-502 3/A-502 7/A-502 EAST DIVISION AREA CONTROL BUILDING 102 3' - 0" 7' - 0" 1 3/4" F MTL-1 F1 HM MTL-1 4/A-502 3/A-502 7/A-502 3RD BRIGADE AREA CONTROL BUILDING 102 6' - 0" 7' - 0" 1 3/4" FP MTL-1 F2 HM MTL-1 4/A-502 3/A-502 7/A-502 BY OTHERS 103 3' - 0" 7' - 0" 1 3/4" F MTL-1 F1 HM MTL-1 4/A-502 3/A-502 7/A-502 EAST DIVISION AREA CONTROL BUILDING

103 3' - 0" 7' - 0" 1 3/4" F MTL-1 F1 HM MTL-1 4/A-502 3/A-502 7/A-502 BY OTHERS

103 3' - 0" 7' - 0" 1 3/4" F MTL-1 F1 HM MTL-1 4/A-502 3/A-502 7/A-502 3RD BRIGADE AREA CONTROL BUILDING

104 3' - 0" 7' - 0" 1 3/4" F MTL-1 F1 HM MTL-1 4/A-502 3/A-502 7/A-502 BY OTHERS

WASH INTERIOR FINISH SCHEDULE

ROOM NO ROOM NAME

FLOOR

BASE FINISH

WALL FINISH CEILING NOTES & REMARKS

(SEE NOTES)MAT. FIN. NORTH EAST SOUTH WEST MAT. FIN.

101 CONTROL ROOM CONC FBM-1 PNT-2 PNT-2 PNT-2 PNT-2 WR GWB PNT-1

102 PUMP ROOM CONC FBM-1 PNT-2 PNT-2 PNT-2 PNT-2 WR GWB PNT-1

103 WOMENS ROOM CONC FBM-1 PNT-2 PNT-2 PNT-2 PNT-2 WR GWB PNT-1

104 MENS BATHROOM CONC FBM-1 PNT-2 PNT-2 PNT-2 PNT-2 WR GWB PNT-1

WASH INTERIOR FINISH LEGEND

NAME TYPE MANUFACTURER MODEL/STYLE NOTES

PNT-1 PAINT SHERWIN WILLIAMS - FN274 SW6273, NOUVELLE WHITE

PNT-2 PAINT SHERWIN WILLIAMS - FN185 SW6184, AUSTERE GRAY

TP-1 TOILET PARTITIONS SCRANTON PRODUCTS EX TEXTURE BLACK

K D

N D

North Control Building

G3DD9RDP

Line

G3DD9RDP

Line

G3DD9RDP

Line

G3DD9RDP

Line

G3DD9RDP

Text Box Amendment #0004

CS101

0 40' 80'

' x

S A

N D F

T E

' x

S A

N D F

T E

BASIN

EQUALIZATION

POND

DETENTION

HOUSE

PUMP

BUILDING

SPRAY WASH

OIL SEPARATOR BASIN

SEDMENTATION AND

DRAIN

TRENCH

DRAIN

TRENCH

DRAIN

TRENCH

DRAIN

TRENCH

P-501

C-505

NO.9

ISLAND

NO.8

ISLAND

NO.7

ISLAND

NO.6

ISLAND

NO.14

ISLAND

NO.13

ISLAND

NO.5

ISLAND

NO.4

ISLAND

NO.3

ISLAND

NO.2

ISLAND

NO.1

ISLAND

93C-505

P-501

NO.12

ISLAND

NO.11

ISLAND

NO.10

ISLAND

C-505

NO.18

ISLAND

NO.16

ISLAND

NO.15

ISLAND

NO.17

ISLAND

C-505

SEE PLUMBING

FILTER PUMPS,

VAULT

SENSING

TURBIDITY

C-503

C-504

4" DIA PVC (TYP)

EXISTING

4" DIA PVC (TYP)

EXISTING

4TH DIVISION DRIVE

D D

N D

WEST DRIVE

S O

U T

H D

ASPHALT

CONCRETE

RAMP

ANIMAL ESCAPE

S D

W W

F M

F M F M

F M

F M F

F M

F M F

F M

C-505

P-501

C-504

CONSTRUCTIO

N L

ITS

C O

N S

T R

U C

N L

B A

R R

E T

T P

E R

R Y

B A

R R

E T

P-505

TYP. 4 PLCS.

WATERPOINT

CATCH BASIN

WASTE OIL

IE = 301.00

IE = 300.00

IE = 305.80

IE = 306.00

307.00

IE =

P-506

SCALE: 1" = 40'

SEE SHEET ES101

TRANSFORMER

EXISTING

LEGEND

TANK

GROUND

ABOVE

INTERCEPTOR

OIL 8"

C-505

TYP. 3 PLCS.

BUILDING

CONTROL

M-3

S S

T-3

T-5

CONSTRUCTION LIMITS

AMNESTY

WASTE OIL

A-603

AMNESTY

WASTE OIL

CONCRETE ISLAND

14 - DEMOLISH METER.

13 - PROVIDE NEW METER "M-3", VAULT, AND BFP.

12 - ADD LOCKING LID TO VALVE VAULT .

SENSOR/ALARM, FOR DETAIL SEE SHEET C-504.

11 - INSTALL SEDIMENT BUCKET IN TYPE 1 CATCH BASIN. ADD OIL

10 - BUILDING TO BE DEMOLISHED BY OTHERS.

& 6 SIGN PLACEMENT. SEE STRUCTURAL. REMOVE VEGETATION.

KEEPING FOUNDATIONS. REFERENCE SHEET C-505 FOR A-603 DET. 5

SHALL BE REPAINTED AND NUMBERED. REPLACE ALL TOWERS AND

ACCESS. SEE MECHANICAL AND PLUMBING. BULKHEADS TO REMAIN

VALVE BOX WITH 2 'x 2' LOCKING ACCESS COVER FOR WATER VALVE

SEE ELECTRICAL, REPLACE PIPING AND HOSES. PROVIDE

9 - REBUILD CONCRETE ISLANDS: REPLACE LOW LIGHTING WITH LED.

8 - RECONDITION ALL SIGNS ON SITE AS REQUIRED.

SEE PLUMBING P-503.

7 - CLEAN AND UPGRADE OIL/WATER SEPARATOR SYSTEM.

EGRESS.

6 - CLEAN / CLEAR EQUALIZATION BASIN. ADD RAMP FOR ANIMAL

5 - CLEAN / CLEAR DETENTION POND.

REFERENCE DRAWINGS.

FILTERS AND PIPING IN-KIND PER THE AS-BUILT INFORMATION PROVIDED ON THE

GRAVEL, SAND, CONCRETE, AND PIPE, TO AN OFF-SITE LOCATION. RECONSTRUCT SAND

SAND FILTER SITES. HAUL AND DISPOSE OF ALL SAND FILTER REFUSE, INCLUDING TREES,

4 - DEMOLISH EXISTING SAND FILTERS. CLEAR AND GRUB ALL TREES AND VEGETATION FROM

3 - REPLACE ALL CONCRETE ISLANDS. DO NOT DISTURB BULKHEADS OR TOWER FOUNDATIONS.

SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL.

2 - REFURBISH CONTROL BUILDING INCLUDING CONTROL PANEL, UNISEX RESTROOM.

AND ELECTRICAL.

SEE ARCHITECTURAL, MECHANICAL, PLUMBING,

1 - REPAIR AND REFURBISH PUMP HOUSE.

KEYNOTES

REPLACE PAVEMENTS IN-KIND.

24 - SAWCUT AND REMOVE PAVEMENTS AS NECESSARY FOR REPAIRS.

NEW CHAIN LINK FENCE AND GATES IN-KIND.

23 - REMOVE AND DISPOSE ON CHAIN LINK FENCE AND GATE. CONSTRUCT

PROJECT SITE. REFER TO DRAWING P-902 AND REFERENCE DRAWINGS.

22 - REPLACE ALL PIPE VALVES AND VALVE BOXES IN-KIND ON THE

OF THE SAME NOMINAL SIZE, PRESSURE CLASS 350.

REPLACE EXISTING PIPE WITH RESTRAINED JOINT DUCTILE IRON PIPE

IN THE SAME HORIZONTAL AND VERTICAL ALIGNMENT AS EXISTING PIPE.

FLOW PIPE AND FITTINGS ON THE PROJECT SITE. INSTALL NEW PIPE

21 - BEGIN PIPE REPLACEMENT. REMOVE AND REPLACE ALL PRESSURE

20 - CLEAN OUT TURBIDITY SENSING VAULT

WITH CONCRETE PAD AND SIGN.

19 - ADD 500 GAL ABOVE GROUND TANK

18 - ADD OIL INTERCEPTOR.

WITH SIGN AND SPILLAGE BERM.

17 - ADD WASTE OIL CATCH BASIN

SEE DETAIL , PLATE P-503.

16 - ADD WASTE OIL AMNESTY WITH CONCRETE PAD AND SIGN.

15 - ADD WATERPOINT.

KEYNOTES (CONT.)

EAST DIVISION AREA WASH RACK FACILITIES BLDG 3560

SITE PLAN 1 - SOUTHEAST

W A

S H R

A C

K F

A C

S B

L D

E A

S T D

N A

R E

A S

O U

T H

E A

S T

E P

L A

PERCENT PASSING

PERCENTAGES BY WEIGHT: CLASS 1

REQUIREMENTS EXPRESSED AS

TO CONFORM TO THE FOLLOWING

3. FINE AGGREGATE SHALL BE GRADED

FOR AS-BUILT INFORMATION.

2. REFER TO REFERENCE DRAWINGS

FURNISHED MATERIALS.

CONTRACTOR AS GOVERNMENT

NOT BE PROVIDED TO THE

THEREFORE, A SURVEY WILL

SCOPE OF THIS PROJECT.

LAND SURVEY IS OUTSIDE THE

PRESENTATION. A PROFESSIONAL

DRAWINGS AND IS SCHEMATIC IN

DEVELOPED FROM AS-BUILT

1. THE SITE PLAN SHOWN WAS

NOTE:

P-501

P-501P-501

P-501

C-504

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

S I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

S E

A T

T L E

W A

S H

G T

O N

S E

A T

T L E D

T R

SEATTLE DISTRICT

P L

O T D

A T

P L

O T T

/7 /2

DESIGN FILE: I:\AECDesigns\FY16_P2-450529_WASH\02 Design\BIM_CAD\Civil\Sheet files\FY16_450529_WASH_CS101 - SITE PLAN 1 - EAST DIVISION AREA WASH RACK FACILITIES BLDG 3560.dgn s /2

-6

-0

IDENTIFICATION

SHEET

F Y P

-4

A S

W A

S H

R A

C K R

E P

J O

T B

A S

E L

E W

-M c C

H O

R D

W A

S H

G T

O N

R O

B E

R T D P

A U

L S

O N

U N

G3DD9RDP

Text Box DEMO AND REPLACE EXISTING SITE SIGNS. MATCH SIZE, COLOR AND TEXT OF ORIGINAL SIGNS

G3DD9RDP

Text Box #0002

G3DD9RDP

Line

G3DD9RDP

Line

G3DD9RDP

Text Box #0004

G3DD9RDP

Text Box

2000 GAL

G3DD9RDP

Text Box Amendment #0004

G3DD9RDP

Line

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps

S I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

S E

A T

T L E

W A

S H

G T

O N

S E

A T

T L E D

T R

SEATTLE DISTRICT

P L

O T D

A T

P L

O T T

/7 /2

DESIGN FILE: I:\AECDesigns\FY16_P2-450529_WASH\02 Design\BIM_CAD\Civil\Sheet files\FY16_450529_WASH_CS201 - SITE PLAN 1 - 3RD BRIGADE AREA WASH RACK FACILITIES BLDG 3925 - BID OPTION 1.dgn s /2

-6

-0

IDENTIFICATION

SHEET

F Y P

-4

A S

W A

S H

R A

C K R

E P

J O

T B

A S

E L

E W

-M c C

H O

R D

W A

S H

G T

O N

R O

B E

R T D P

A U

L S

O N

U N

R R

E T

CS201

S K

D E

0 40' 80'

2nd DIVISION RANGE RD

91st DIVISION RD

117' x 121'

SAND FILTER

108' x 110'

SAND FILTER

DETENTION POND

HOUSE

PUMP

BASIN

EQUALIZATION

BUILDING

CONTROL

DRAIN

TRENCH

DRAIN

TRENCH

DRAIN

TRENCH

DRAIN

TRENCH

P-501

P-501 7

P-501

C-505

NO.6

ISLAND

NO.5

ISLAND

NO.4

ISLAND

NO.3

ISLAND

NO.2

ISLAND

NO.1

ISLAND

NO.15

ISLAND

NO.14

ISLAND

NO.13

ISLAND

NO.12

ISLAND

NO.11

ISLAND

NO.10

ISLAND

NO.9

ISLAND

NO.8

ISLAND

NO.22

ISLAND

NO.21

ISLAND

NO.20

ISLAND

NO.19

ISLAND

NO.18

ISLAND

NO.17

ISLAND

NO.16

ISLAND

C-503

BASIN

AND OIL SEPARATOR

SEDIMENTATION

BASIN

AND OIL SEPARATOR

SEDIMENTATION

C-503

4" DIA PVC (TYP)

EXISTING

P-501

C-505

RAMP

ANIMAL ESCAPE

P-501

F M

W W

F M

S D

P E

R R

S D

KEYNOTES:

4 - CLEAN / CLEAR EQUALIZATION BASIN. PERFORM NECESSARY REPAIRS

SEE MECHANICAL.

7 - REBUILD CONCRETE ISLANDS: REPLACE LOW LIGHTING WITH LED. PROVIDE

NEW LED OVERHEAD LIGHTS. SEE ELECTRICAL. REPLACE PIPING AND HOSES.

PROVIDE VALVE BOX WITH 2' x 2' LOCKING ACCESS COVER FOR WATER VALVE

BE REPAINTED AND NUMBERED. REMOVE VEGETATION.

SEE PLUMBING AND ELECTRICAL.

10 - ADD LOCKING LID TO VALVE VAULT

11 - REFURBISH FILTER PUMPS. SEE PLUMBING AND SPECIFICATIONS.

WATERPOINT

P-505

C-505

TYP. 4 PLCS.

CATCH BASIN

WASTE OIL

IE =101.50

IE =101.30

IE = 101.00

IE = 100.50

IE = 102.20

P-506

SCALE: 1" = 40'

SEE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL.

1 - REPAIR AND REFURBISH PUMP HOUSE. INSTALL NEW METER "M-3".

LEGEND

2 - REFURBISH CONTROL BUILDING INCLUDING CONTROL PANEL.

SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL.

INTERCEPTOR

OIL

M-2

BFP-3

M-3

NO.7

ISLAND

T-3 T-3

T-6

M-38

P-501

CONNECT TO EXISTING

"BFP-3" IN NEW VAULT AT EXISTING METER LOCATIONS. ROUTE CONDUIT TELEMETRY.

8 - DEMO EXISTING WATER METER AND REPLACE WITH NEW METERS AND NEW BFPS

CONSTRUCTION LIMITS

C O

N S

T R

U C

N L

C O

N S

T R

U C

N L

FOR DETAIL SEE SHEET C-504.

9 - INSTALL SEDIMENT BUCKET IN TYPE 1 CATCH BASIN. ADD OIL SENSOR/ALARM,

AMNESTY

WASTE OIL

AMNESTY

OIL

WASTE

6 - RECONDITION ALL SIGNS ON SITE AS REQUIRED.

A-603

TANK

GROUND

ABOVE

SEE MECHANICAL AND PLUMBING. BULKHEADS TO REMAIN AND SHALL

ACCESS. REFERENCE C-505 FOR A-603 DET. 5 & 6 SIGN PLACEMENT

SHALL REMAIN.

2. ALL BULKHEADS ON ISLANDS

FURNISHED MATERIALS.

CONTRACTOR AS GOVERNMENT

NOT BE PROVIDED TO THE

THEREFORE, A SURVEY WILL

SCOPE OF THIS PROJECT.

LAND SURVEY IS OUTSIDE THE

PRESENTATION. A PROFESSIONAL

DRAWINGS AND IS SCHEMATIC IN

DEVELOPED FROM AS-BUILT

1. THE SITE PLAN SHOWN WAS

NOTE:

CONCRETE ISLAND

REFERENCE DRAWINGS.

REPAIRS IN-KIND PER THE AS-BUILT INFORMATION PROVIDED IN THE

3 - CLEAN / CLEAR DETENTION POND OF VEGETATION AND DEBRIS. PERFORM

THE REFERENCE DRAWINGS.

PERFORM REPAIRS IN-KIND PER THE AS-BUILT INFORMATION PROVIDED IN

TO ENSURE SATISFACTORY PERFORMANCE. ADD RAMP FOR ANIMAL EGRESS.

SAND AS NECESSARY. REFER TO REFERENCE DRAWINGS.

REMOVE AND REPLACE ABOVE GROUND PIPE AND FITTING IN KIND. REPLACE

18 - CLEAN SAND FILTERS: CLEAR ALL VEGETATION AND DEBRIS FROM FILTERS.

REFER TO DRAWING P-902 AND REFERENCE DRAWINGS.

DUCTILE IRON PIPE OF THE SAME NOMINAL SIZE, PRESSURE CLASS 350.

ALIGNMENT AS THE EXISTING PIPE. REPLACE PIPE WITH RESTRAINED-JOINT

EACH ISLAND. INSTALL NEW PIPE IN THE SAME HORIZONTAL AND VERTICAL

PIPE, FITTINGS, VALVES, AND VALVE BOXES FROM THE PUMPHOUSE TO

17 - BEGIN WATER PIPE REPLACEMENT. REMOVE AND REPLACE ALL WATER

16 - ADD 500 GAL ABOVE GROUND TANK WITH CONCRETE PAD AND SIGN

15 - ADD OIL INTERCEPTOR.

14 - ADD WASTE OIL CATCH BASIN WITH SIGNAGE AND SPILL BERM.

13 - ADD WASTE OIL AMNESTY WITH CONCRETE PAD AND SIGN.

12 - ADD WATERPOINT.

KEYNOTES (CONT.)

3RD BRIGADE AREA WASH RACK FACILITIES BLDG 3925

SITE PLAN 1 - SOUTHWEST

P T

W A

S H R

A C

K F

A C

S B

L D

D B

A D

E A

R E

A S

O U

T H

W E

S T

E P

L A

F M

5 - CLEAN AND UPGRADE OIL/WATER SEPARATOR SYSTEM.

G3DD9RDP

Text Box DEMO AND REPLACE EXISTING SITE SIGNS. MATCH SIZE, COLOR AND TEXT OF ORIGINAL SIGNS

G3DD9RDP

Text Box #0003

G3DD9RDP

Text Box Amendment #0004

G3DD9RDP

Text Box

2000 GAL

G3DD9RDP

Line

G3DD9RDP

Text Box Note 3 on Ref 116

G3DD9RDP

PUMP ROOM

PROVIDE WCO W/SSL CAP

W al l

S T R E E T

S D

8" PVC EL. 222.78

OUTLET OF SETTLEMENT POND

Survey Date: 1993

NGVD '29

NAD '83

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps

S I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

S E

A T

T L E

W A

S H

G T

O N

S E

A T

T L E D

T R

SEATTLE DISTRICT

P L

O T D

A T

P L

O T T

/7 /2

DESIGN FILE: I:\AECDesigns\FY16_P2-450529_WASH\02 Design\BIM_CAD\Civil\Sheet files\FY16_450529_WASH_CS301 - SITE PLAN 1 - LEWIS NORTH AREA WASH RACK FACILITIES J0202 - BID OPTION 2.dgn s /2

-6

-0

IDENTIFICATION

SHEET

F Y P

-4

A S

W A

S H

R A

C K R

E P

J O

T B

A S

E L

E W

-M c C

H O

R D

W A

S H

G T

O N

R O

B E

R T D P

A U

L S

O N

U N

PUMP ROOM

PROVIDE WCO W/SSL CAP

R R

E T

CS301

S K

D E

0 30' 60'

SOUTH D

RIV

"A S

T R E E T

FACILITIES J0202

NORTH FORT WASH RACK

OIL/WATER SEPARATOR BASIN

SEDIMENTATION AND

C-501

N O .1

TRENCH GRATE

N O .9

ASP

HALT

GRAVEL D

RIV

LEWIS NORTH AREA WASH RACK FACILITIES J0202

SITE PLAN 1 -

C-502

P-501

P-505

C-505

TYP. 4 PLCS.

P-506

SCALE: 1" = 30'

LEGEND

C-501

INTERCEPTOR

OIL

T H S

T R E E T

C O

N S T R

U C T

N L

C O

N S T R

U C T

N L

C O

N S T R

U C T

LIM

C O

N S

T R

U C

N L

AMNESTY

WASTE OIL

P-503

P-506

A-603

TANK

GROUND

ABOVE

A-603

CONCRETE ISLAND TO BE REPLACED

CONCRETE ISLAND TO BE PERMANENTLY REMOVED

2.- ALL BULKHEADS ON ISLANDS SHALL REMAIN.

FURNISHED MATERIALS.

PROVIDED TO THE CONTRACTOR AS GOVERNMENT

OF THIS PROJECT. THEREFORE, A SURVEY WILL NOT BE

PROFESSIONAL LAND SURVEY IS OUTSIDE THE SCOPE

DRAWINGS AND IS SCHEMATIC IS PRESENTATION. A

1 - THE SITE PLAN SHOWN WAS DEVELOPED FROM AS-BUILT

NOTES:

SWING GATE

P T

W A

S H R

A C

K F

A C

S J

L E

O R

T H A

R E

A S

E P

L A

BETWEEN CONTROL BUILDING AND REMOVED METER.

18 - REMOVE EXISTING PVC PIPE AND REPLACE WITH 4" DI PIPE

17 - INSTALL 4" DI PIPE TRENCH DRAIN TO SEDIMENT BUCKET.

16 - INSTALL NEW METER INSIDE CONTROL BUILDING.

ARCHITECTURAL DRAWINGS.

15 - CONSTRUCT NEW CONTROL ROM BUILDING. REFER TO

AND SIGN.

14 - CONSTRUCT 500 GAL ABOVE GROUND TANK WITH CONCRETE PAD

CATCH BASIN. SEE DETAIL, PLATE C-504

13 - ADD OIL SENSOR/ALARM. INSTALL SEDIMENT BUCKET IN TYPE 1

12 - CONSTRUCT OIL INTERCEPTOR.

11 - CONSTRUCT WASTE OIL CATCH BASIN WITH SIGN AND SPILLAGE BERM.

10 - CONSTRUCT WASTE OIL AMNESTY WITH CONCRETE PAD AND SIGN.

REFERENCE DRAWINGS.

9 - CONSTRUCT NEW WATERPOINT FACILITY IN-KIND. REFER TO

CAPABLE TRENCH DRAIN GRATES.

8 - REMOVE AND REPLACE TRENCH DRAIN GRATES. PROVIDE HS25 LOAD

SHEET C-505 FOR A-603 DET. 5 & 6 SIGN PLACEMENT.

REPAINTED AND NUMBERED. REMOVE VEGETATION. REFERENCE

MECHANICAL AND PLUMBING. BULKHEADS TO REMAIN SHALL BE

LOCKING ACCESS COVER FOR WATER VALVE ACCESS. SEE

REPLACE PIPING AND HOSES. PROVIDE VALVE BOX WITH 2' x 2'

LED. PROVIDE NEW LED OVERHEAD LIGHTS. SEE ELECTRICAL.

7 - CONSTRUCT NEW CONCRETE ISLANDS: REPLACE LOW LIGHTING WITH

6 - CLEAN AND SERVICE OIL/WATER SEPARATOR POOL. SEE MECHANICAL.

PAVING FOR WASH RACKS.

5 - REMOVE CONCRETE ISLAND AND REPAVE AS PART OF OVERALL SITE

4 - CONSTRUCT CONCRETE DRIVEWAY APRON ALIGN APRON w/GATE.

3 - INSTALL WATER METER WITH NEW 6" DI PIPE.

AC PAVEMENT FROM WASHRACK TO "A" STREET.

2 - RE-GRADE TO ELIMINATE LOW SPOT POOLING. CONSTRUCT

AS EXISTING PIPE. REFER TO REFERENCE DRAWINGS.

WATER PIPE IN THE SAME HORIZONTAL AND VERTICAL ALIGNMENT

IN-KIND WITH RESTRAINED-JOINT DUCTILE IRON PIPE. INSTALL NEW

1 - REPLACE WATER PIPE, FITTINGS AND VALVES AND VALVE BOXES

KEYNOTES

C-503

C-504

IE = 227.00

TOP EL. = 232.30

E 1,115,419.07

N 657,874.74

EXISTING MH

E 1,115,349.78

N 657,852.76

CLEANOUT

(E) 6" IE = 230.00

RIM EL = 234.50

E 1,115,252.51

N 657,858.02

48" MANHOLE

SANITARY SEWER

SLIDE GATE

HORIZONTAL

P-501

C-505

P-501

C-505

P-501

C-505

P-501

C-505

P-501

C-505

P-501

C-505

P-501

C-505

P-501

C-505

P-501

C-505

P-501

C-505

CATCH BASIN

WASTE OIL

C-504

C-503

P-506

T-1

T-4

M-3

M-1

E 1,115,242.68

N 657,857.06

4" WATER VALVE

CS301 SCALE: 1" = 10'

UTILITY PLAN

ENLARGED -

PLUMBING

SEE MECHANICAL AND

FROM CONTROL BLDG

3" DI PIPE CONNECTION

PLUMBING

SEE MECHANICAL AND

FROM CONTROL BLDG

4" DI PIPE CONNECTION

WASHRACK ISLANDS

TO VEHICLE

NEW 4" DI PIPE

PLUMBING

SEE MECHANICAL AND

CONNECTIONFROM CONTROL BLDG

6" SANITARY SEWER

CS301

G3DD9RDP

Text Box Amendment #0004

G3DD9RDP

Text Box

1200 GAL

G3DD9RDP

Line

U S

S F

W A

N S it e S

H E

E T S e e d .d g n

E-502

C H

E C

K E

D B

D E

N B

D W

N B

H T F

T U

R E

NOT TO SCALE NOT TO SCALE

: 25W LED

: 21 LED BAR

MOUNTING HOLE ALIGNMENT

: DIE CAST ALUMINUM BACKPLATE WITH CAST IN KNOCKOUTS FOR

NOM. SIZE

LAMP TYPE

PROFILE

BALLAST

ELECTRIC

HOUSING

FINISH

MOUNTING

: 120VAC, 60HZ, 1 PH

: HPF, 120V LED DRIVER

: CLEAR ANODIZED ALUMINUM

WEATHERPROOF, UL LISTED WET LABEL

: DIE CAST ALUMINUM HOUSING, DOOR ASSEMBLY AND BACKPLATE,

: 18" X 9" X 9"

SEE SPECS FOR TYPES. PROVIDE INTERNAL GROUNDING SCREW.

ANCHORS PER FIXTURE TO WALL OR CEILING AS INDICATED.

NOTE : MOUNT BACKPLATE WITH MINIMUM OF 6 SCREWS OR

STEEL TAMPER PROOF SCREWS

WITH MINIMUM 6 STAINLESS

SECURE LENS TO BACKPLATE

4 1/2"

4 3/4"

PRISMATIC INJECTION MOLDED WRAPAROUND LENS

TAMPER PROOF MINIMUM 1/8" THICK CLEAR

WHITE BAKED ENAMEL FINISH

STEEL BACKPLATE WITH

MIN. 1/2" ONE PIECE

LAMP TYPE

PROFILE

BALLAST

ELECTRIC

HOUSING

FINISH

NOM. SIZE

: 1 ENERGY SAVING LAMP

: HPF ( 9) ETL, CBM APPROVED, RAPID START

48"

: T5, 28W

: 120VAC, 60HZ, 1 PH

: DIE FORMED 16 GAUGE CRS

: HIGH GLOSS WHITE POWDER COAT FINISH

: 5 1/4" X 49"

: LED 20WLAMP TYPE

PROFILE

BALLAST

ELECTRIC

HOUSING

SHIELDING

MOUNTING : SURFACE MOUNT

: DRIVER

: 120VAC

: DIE-CAST ALUMINUM

: VANDAL SHIELD

: FOR WET LOCATIONS

: LOW WATTAGE LED FLOODLIGHT

D E

T A

MOUNTING

BALLAST

ELECTRIC

HOUSING

: DRIVER

NOM. SIZE

UL : LISTED FOR WET LOCATIONS

TYPE/PROFILE

: HEAVY-DUTY CAST ALUMINUM

: 277V

: 52 WATT LED

: 27 1/2" L X 12 5/8" W X 6 17/32" H

: POLE MOUNTED

DISTRIBUTION : TYPE 2

LUMENS : 5,997

DISTRIBUTION : 6X6

LUMENS : 2,760

NOT TO SCALE

XF - LED FLOOD

NOT TO SCALE

XP - LED POLE

SM - SURFACE MOUNT FLUORESCENT XM - LED WALL MOUNT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps

S I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

S E

A T

T L E

W A

S H

G T

O N

S E

A T

T L E D

T R

SEATTLE DISTRICT

OFSHEET

P L

O T D

A T

P L

O T T

/1 /2

DESIGN FILE: I:\AECDesigns\FY16_P2-450529_WASH\02 Design\BIM_CAD\Electrical\P2-450529_WASH_E-502 - LIGHT FIXTURE DETAILS.dgn s /2

-6

-0

IDENTIFICATION

SHEET

F Y P

-4

A S

W A

S H

R A

C K R

E P

J O

T B

A S

E L

E W

-M c C

H O

R D

W A

S H

G T

O N

P A

U L S

O N

A Y

G3DD9RDP

E-004

N B

: LED 20WLAMP TYPE

PROFILE

BALLAST

ELECTRIC

HOUSING

SHIELDING

MOUNTING : SURFACE MOUNT

: DRIVER

: 120VAC

: DIE-CAST ALUMINUM

: VANDAL SHIELD

: FOR WET LOCATIONS

: LOW WATTAGE LED FLOODLIGHT

MOUNTING

BALLAST

ELECTRIC

HOUSING

: DRIVER

NOM. SIZE

UL : LISTED FOR WET LOCATIONS

TYPE/PROFILE

: HEAVY-DUTY CAST ALUMINUM

: 277V

: 52 WATT LED

: 27 1/2" L X 12 5/8" W X 6 17/32" H

: POLE MOUNTED

DISTRIBUTION : TYPE 2

LUMENS : 5,997

DISTRIBUTION : 6X6

LUMENS : 2,760

NOT TO SCALE

XF - LED FLOOD

NOT TO SCALE

XP - LED POLE

L U

E D

E T

C K

S U

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps

S I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

S E

A T

T L E

W A

S H

G T

O N

S E

A T

T L E D

T R

SEATTLE DISTRICT

P L

O T D

A T

P L

O T T

/7 /2

DESIGN FILE: I:\AECDesigns\FY16_P2-450529_WASH\02 Design\BIM_CAD\Electrical\P2-450529_WASH_E-004 - LUMINAIRE DETAILS.dgn s /2

-6

-0

IDENTIFICATION

SHEET

F Y P

-4

A S

W A

S H

R A

C K R

E P

J O

T B

A S

E L

E W

-M c C

H O

R D

W A

S H

G T

O N

R O

B E

R T D P

A U

L S

O N

U N

DELETED

G3DD9RDP

Line

G3DD9RDP

Line

G3DD9RDP

File details come from the government source that posted it.