Enclosure 4 - Attachment 3 - Painting of New 500K Gallon Water Tower _ Electrical Drawings.pdf

PROJECT

LOCATION

architects engineers

538 Broad Hollow Road, 4th Floor East Melville, NY 11747

631.756.8000 ▪ www.h2m.com

SHEET No.

REVIEWED BY:DRAWN BY:DESIGNED BY:

PROJECT No: DATE:

CHECKED BY:

Q

CLIENT

STATUS

SCALE:

AS SHOWN

DRAWING No.

OF8

/2

/2

:3 :5

P

M C

U s e rs

\j k o c a j\ D o c u m e n ts

\B N

L O

C e n tr a l2

P a in ti n g C o n tr a c t_ jk o c a j.

rv t

G 000

FINAL BID DOCUMENT

Painting of New 500,000 Gallon Water Tower

Brookhaven

National Laboratory

AMT

AUGUST 2022BNLO1804

JEK

Brookhaven National Laboratory

Painting of New 500,000 Gallon Water Tower

Upton Road, Upton, New York 11973

BNLO1804

AUGUST 2022

Upton Road, Upton, New York 11973

N

SITE LOCATION MAP

SCALE: 1" = 1,000'

architects engineers

538 Broad Hollow Road, 4th Floor East Melville, NY 11747

631.756.8000 ▪ www.h2m.com

SHEET No.

SHEET TITLE

"ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED

PROFESSIONAL IS ILLEGAL"

REVIEWED BY:DRAWN BY:DESIGNED BY:

PROJECT No: DATE:

CHECKED BY:

CONSULTANTS:

Q

CONTRACT

CLIENT

STATUS

SCALE:

AS SHOWN

DRAWING No.

OF8

/2

/2

:3 :5

P

M C

U s e rs

\j k o c a j\ D o c u m e n ts

\B N

L O

C e n tr a l2

P a in ti n g C o n tr a c t_ jk o c a j.

rv t

G 001

FINAL BID DOCUMENT

Painting of New 500,000 Gallon Water Tower

Brookhaven

National Laboratory

AMT

AUGUST 2022BNLO1804

JEK

Upton Road, Upton, New York 11973

PROJECT SHEET LIST AND

GENERAL NOTES

CONTRACT P - PAINTING

GENERAL CONSTRUCTION AND PROJECT NOTES:

1. CONTRACTOR SHALL INSPECT THE CONSTRUCTION SITE PRIOR TO SUBMISSION OF BIDS AND SHALL MAKE NO ADDITIONAL

CLAIMS REGARDING SITE CONDITIONS THEREAFTER.

2. CONTRACTOR SHALL NOTIFY THE OWNER AND H2M ARCHITECTS + ENGINEERS (TELEPHONE 631-756-8000) AT LEAST 24 HOURS PRIOR TO THE COMMENCEMENT OF THE WORK. THE SAME NOTICE SHALL BE REQUIRED WHEN RESUMING WORK

AFTER ANY STOPPAGE OR DELAY.

3. LOCATION OF ALL UNDERGROUND UTILITIES, ELECTRIC AND TELEPHONE CONDUITS, STORM DRAINS AND UNDERGROUND PIPING WERE OBTAINED FROM EITHER OLD MAPS, SURVEYS, DRAWINGS AND RECORDS SUPPLIED BY OTHERS. THE OWNER AND ENGINEER DO NOT GUARANTEE OR ACCEPT RESPONSIBILITY FOR ANY DAMAGE TO SUCH FACILITIES DUE TO DISCREPANCIES IN LOCATION AND SIZE SHOWN ON THE PLANS, NOR WILL ANY COMPENSATION BE MADE TO THE CONTRACTOR FOR ANY INCONVENIENCES CAUSED BY HIM BY ENCOUNTERING THE AFOREMENTIONED UTILITIES WHICH ARE NOT SHOWN, OR ARE INCORRECTLY SHOWN ON THE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATIONS OF ANY UNDERGROUND UTILITIES, GAS MAINS, ELECTRIC AND TELEPHONE CONDUITS.

4. CONTRACTOR SHALL PERFORM DAILY CLEAN-UP OPERATIONS WHICH INCLUDE REMOVAL OF DEBRIS AND EXCESS

CONSTRUCTION MATERIAL TO THE SATISFACTION OF THE OWNER AND THE ENGINEER.

5. DURING ALL NON-WORKING HOURS, THE CONTRACTOR WILL BE REQUIRED TO STORE ALL EQUIPMENT AND MATERIALS

WITHIN THE DESIGNATED AREAS AT THE PROJECT SITE.

6. ALL DIMENSIONS SHOWN ARE APPROXIMATE AND SUBJECT TO THE APPROVAL OF THE OWNER AND THE ENGINEER.

7. CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODE REQUIREMENTS, THE CONTRACT, AND

SUBJECT TO THE APPROVAL OF THE OWNER AND THE ENGINEER.

8. CONTRACTOR SHALL SECURE CONSTRUCTION SITE IN ACCORDANCE WITH ALL APPLICABLE SAFETY STANDARDS AND

SUBJECT TO THE APPROVAL OF THE OWNER AND THE ENGINEER.

9. CONTRACTOR SHALL COORDINATE ACTIVITIES WITH THE OWNER SO AS TO MINIMIZE INTERRUPTION TO THE WATER

SUPPLY.

10. ALL ELEVATIONS ARE BASED ON N.A.V.D. 1988 DATUM, UNLESS OTHERWISE INDICATED.

11. CONTRACTOR WILL BE REQUIRED TO PROTECT AND MAINTAIN ALL BENCHMARKS AND MONUMENTS. CONTRACTOR WILL BE RESPONSIBLE TO RESTORE ALL BENCHMARKS OR MONUMENTS DISTURBED BY THE CONTRACTOR'S WORK.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LAYOUT, SURVEY, ETC. AS REQUIRED TO COMPLETE THE WORK.

13. THE DRAWING AND SPECIFICATIONS ARE COMPLEMENTARY, THE PROJECT SEPARATELY BOUND, CONTAINS THE

CONDITIONS OF THE CONTRACT, PROCEDURES AND TECHNICAL SPECIFICATIONS.

14. ALL CONTRACTORS ARE TO VISIT THE SITE AND BECOME FAMILIAR WITH THE CONDITIONS OF THE SITE AND DIFFICULTIES

ATTENDING THE WORK.

15. DO NOT SCALE MEASURE AND DRAWING. VERIFY THE FIGURES, DIMENSIONS AND DESIGN INTENTION SHOWN ON THE

DRAWINGS BEFORE BEGINNING LAYOUT OF THE WORK.

16. REPORT ANY ERRORS, INACCURACIES, MISSING DIMENSIONAL REQUIREMENTS OR CONFLICTS TO THE

ARCHITECT/ENGINEER IN WRITING BEFORE BEGINNING ANY WORK.

17. VERIFY EXACT LAYOUT CAPABILITY WITH ALL EXISTING CONDITIONS AND COORDINATE ALL WORK TO BE UNDERTAKEN PRIOR TO BEGINNING ANY WORK. NOTIFY THE ARCHITECT/ENGINEER IN WRITING BEFORE BEGINNING WORK IF ANY DISCREPANCIES ARE FOUND WITH CONDITIONS ENCOUNTERED, AS WELL AS ITEMS COVERED IN 8 AND 9. CONTRACTOR WILL BE RESPONSIBLE FOR ALL TEMPORARY MEASURES, TIME LOST, CHANGES TO THE WORK SCOPE WITHOUT ANY ADDITIONAL COMPENSATION IF CONTRACTOR FAILS TO PROVIDE AFOREMENTIONED VERIFICATIONS AND COORDINATION

PRIOR TO COMMENCING WORK.

18. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, LAWS, AGENCIES HAVING JURISDICTION, AND STATUS AS

REQUIRED.

19. CONTRACTOR SHALL STRICTLY ADHERE TO MANUFACTURER'S PRINTED INSTRUCTION.

20. VERIFY ALL CHANGES TO WORK IN WRITING WITH THE ARCHITECT/ENGINEER AND OWNER BEFORE BEGINNING RELATED

WORK.

21. PROVIDE POSITIVE DRAINAGE AWAY FROM THE FOUNDATION PERIMETER, PITCH 1/4" PER FOOT. NOTIFY

ARCHITECT/ENGINEER OF ANY DISCREPANCIES WITH THIS REQUIREMENT BEFORE PROCEEDING.

22. IF APPLICABLE, ALL CONTRACTS MUST REVIEW ALL DRAWINGS CONTAINED IN THE SET SO AS TO BECOME FAMILIAR WITH THE WORK REQUIRED UNDER THEIR SCOPE AND THE WORK OF ALL OTHER CONTRACTORS. ADDITIONALLY, ALL CONTRACTORS ARE RESPONSIBLE FOR THE COORDINATION OF THEIR WORK WITH ALL OTHER TRADES AND

CONTRACTORS.

23. DIMENSIONS NOTED AS "EQUAL" OR "EQ" WITHIN A ROOM REFER TO A DISTANCE RELATIONSHIP CONTAINED ONLY IN THAT

ROOM AT AN OPPOSING OR PARALLEL WALL UNLESS NOTED OTHERWISE.

24. VERIFY AND ADJUST APPROXIMATE DIMENSIONS (+/-) IN THE FIELD. VERIFY WITH ARCHITECT/ENGINEER PRIOR TO

CONSTRUCTION.

25. ALL ITEMS DETAILED OR SPECIFIED TO RUN WITHIN OR ATTACHED TO WALLS AND CEILINGS ARE TO BE CONCEALED OR

RECESSED UNLESS NOTED OTHERWISE.

26. CONTRACTOR SHALL LOCATE ALL PENETRATIONS REQUIRED TO ACCOMMODATE ALL WORK DETAILED OR SPECIFIED FOR

THEIR SCOPE, AND COORDINATE THIS WORK WITH OTHERS.

27. CONTRACTOR SHALL PROTECT ALL ADJACENT EXISTING CONSTRUCTION, ITEMS, FINISHES, ETC. AND SHALL PATCH, REPAIR AND/OR REPLACE, AND REFINISH AS REQUIRED TO RESTORE ANY AND ALL AREAS DAMAGED DURING CONSTRUCTION.

28. CONTRACTOR SHALL PROVIDE, AND COORDINATE THE INSTALLATION OF, ALL ACCESS PANELS THAT ARE NEEDED TO

ACCESS OR SERVICE FOR ALL ITEMS INSTALLED AS PART OF THEIR SCOPE OF WORK.

29. CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION FENCING CONFORMING TO BNL STANDARDS TO PROTECT WORK AREAS DURING CONSTRUCTION AS PER SPECIFICATION SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS.

30. THE CONTRACTOR IS NOT PERMITTED TO REMOVE ANY EXISTING TREES. IF THE REMOVAL OF ANY TREES IS REQUIRED TO COMPLETE ANY OF THE WORK, OWNER SHALL APPROVE TREES TO BE REMOVED PRIOR TO ACTUAL REMOVALS. REMOVALS SHALL INCLUDE REMOVAL OF COMPLETE STUMP AND ROOT SYSTEM. CONTRACTOR SHALL NOT BE PERMITTED TO GRIND

STUMPS.

31. CONCRETE SIDEWALKS SHALL BE SAWCUT BACK TO EXPANSION/CONTROL JOINTS.

PROJECT SHEET LIST

SHEET

NO.

DRAWING

NO. SHEET NAME

1 G 000 COVER SHEET

2 G 001 PROJECT SHEET LIST AND GENERAL NOTES

3 V 100 EXISTING SITE CONDITIONS AND DETAIL

4 T 001 GENERAL NOTES, ELEVATION, AND ISOMETRIC

5 T 100 FLOOR PLANS

6 T 500 TANK DETAILS

7 E 001 LEGENDS AND SCHEDULES

8 E 100 TANK ELECTRICAL PLAN

9 E 200 TANK ELEVATION ELECTRICAL PLAN

10 E 500 ELECTRICAL DETAILS

SYMBOLS LEGEND

CENTERLINE

Level Name

N

PROJECT

NORTH

G1.0

G1.0

DETAIL KEY

ELEVATION LEVEL

NORTH ARROW

Drawing Title

SCALE:

DRAWING TITLE

SECTION CUT KEY

32. CONTRACTOR SHALL COORDINATE ACTIVITIES WITH OWNER/ENGINEER SO AS TO MINIMIZE

DISTURBANCE TO SITE, EXISTING WATER SUPPLY FACILITIES AND SURROUNDING AREAS.

33. PROTECT EXISTING STRUCTURES DURING EXCAVATION. PROVIDE TEMPORARY SHORING OR

BRACING AS REQUIRED TO PROPERLY AND ADEQUATELY SUPPORT EXISTING STRUCTURES.

34. CONTRACTOR SHALL COORDINATE ALL WORK WITH OWNER SO THAT DAILY OPERATIONS WILL NOT

BE AFFECTED BY NEW CONSTRUCTION.

35. CONTRACTOR SHALL SUBMIT A PLAN FOR THE PROTECTION OF THE POLICE HEADQUARTERS AND RELATED FACILITIES

INCLUDING PROVIDING SAFE INGRESS / EGRESS TO AND FROM THE HEADQUARTERS.

MARK DATE DESCRIPTION

1 07/2022 BNL Review Revisions

36. EXISTING WATER MAIN VALVES MAY ONLY BE OPERATED BY BNL WATER OPERATORS. IF EXISTING WATER MAIN VALVES REQUIRE OPERATION 48 HOURS' NOTICE MUST BE PROVIDED TO BNL BEFORE THE REQUESTED OPERATION IS REQUIRED.

ALL AREAS DISTURBED BY THE WORK SHALL BE RESTORED TO PREEXISTING OR SPECIFIED NEW CONDITIONS INCLUDING

BUT NOT LIMITED TO ASPHALT PAVEMENT, CONCRETE CURBS, GRASS AREAS, ETC.

37.

ER

ERER

ER

T

ER ER

E E E E E E E E E

E

E

E

E

E

E E E E

E

E

E

E

E

E

EE

EEE

T T

T T

T T

T T

T

T

T

T

T

T T T T T T T T T T T T T

T T

T

T

E E

E

E

E

E

E E

E E

E

W

W

W

W

W

W

W

W

W

W

W

W

T T T T

T T

T T T T T

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

113.55

113.47

113.28

113.40

113.57

113.96

113.21

112.87

112.64

113.17

113.09

113.09

112.89

113.16

112.60 112.01

112.08

112.61 113.03

113.31

113.18 113.16 113.19

113.42 113.29

112.70

112.68

112.76 112.63

2.2

2.2

1.9

113.45113.63113.42

113.55

113.56

113.4

113.0

112.9 112.7

113.1

113.4

113.1

109.8

109.8

112.3 107.8

108.0 106.8

106.4

105.3

105.2 104.6

104.7

114.28 114.20 bc112.90 bc113.94 bc113.96 bc113.94 bc113.90 tc113.96 tc114.36 tc114.42 tc114.38 tc113.49 114.49

114.51 113.47

114.44 114.41

114.11 113.97

4.0

114.08

113.04

113.10

113.84 114.04

114.45 114.50

113.36 bc113.48 bc113.40 bc113.33 tc113.75 tc113.95 tc113.96 bc113.56 bc113.57 bc113.94 bc113.87 bc1 13.

tc1 13.

tc113.97 tc114.31 tc114.02 tc113.94

112.2

111.9

109.5

111.0

110.8

108.6

109.5

111.4

110.3

111.6

109.8

112.7

111.3

110.3

111.3

109.7

108.5

108.1

110.7

103.7

104.8 106.2

107.7

113.4

111.9

110.4

112.6

106.5

106.5

4.0

113.57

113.38

112.65

112.36

113.10

113.04 113.59

113.57

111.9

1 Story Shed

2 Story Frame Building

U pton R oad A sphalt Pavem ent

37.7'

16.8'

16.8'

16.8'

16.8'

Benchmark:

Nail Set in Pole Elevation 114.00

Crosswalk

Parking Lot Asphalt

Existing 300,000 Gallon Elevated Water Tank

E E

E E E

E

E

E

E

E

E

E

E

E

E

E E

E

E

E E E

WWWWWWWWWWWWWWWWWW

W W

W W

W tc113.49 tc113.45 tc1

.57 bc

3.1 bc113.24 bc113.46

Concrete Curb bc113.24 tc113.43

Gravel Path

Cluster

16"

20"

12" 12"

6"

22"

20"

10"

8"

16"

Column on Concrete Footing

(Typ.)

Transformer on Concrete

Pad

8" Iron Pipe Inv. 102.86

Concrete Headwall

Wooden Steps

Concrete W alk

Concrete W alk

Box with Fire Extinguisher

Edge of Pavement

Double Yellow Stripes

Single W hite Stripe

Concrete Curb Single W hite Stripe Concrete Curb

Double Yellow Stripes

Utility Pole With Antenna

E

E

E

E

E E E E E E E E E

E

E

E E

E E

E E

E E

E E

E

E

E

E

D

D

6" Ø

HD

PE

2.

0% (M

IN

112.0 111.3

110.5

112.0 111.0

110.5

109.5

108.5

111 111.0

110.0

110.0

110.0

110.0

110.0

109.8

109.8

109.8

109.7

109.5

EXISTING 500,000 GALLON

WATER TOWER TO BE

PREPARED AND PAINTED

EXISTING OVERFLOW PIPE

DISCHARGE TO BE PREPARED AND

PAINTEDV 100

EXISTING

TRANSFORMER 'TX'

DISCONNECT AND PLUG WEST SIDE

OF EXISTING TEE AND INSTALL

CLEANOUT ASSEMBLY, ABANDON

DRAIN FROM EXISTING 300,000

GALLON TANK TO TEE, BY OTHERS

EXISTING 12"x4" TEE, 4"Ø C.L.D.I.

PIPE, AND 4" GATE VALVE FOR

FUTURE TIE-IN OF WATER

SERVICE TO BUILDING 50

EXISTING HYDRANT ASSEMBLY

AND (2) 12" GATE VALVES

EXISTING 3"Ø PVC WATER

SERVICE TO BUILDING 50

PLUG EXISTING 12"x4" TEE AFTER

EXISTING TANK IS

DECOMMISSIONED AND PRIOR TO

DEMOLITION, BY OTHERS

EXPECTED AZIMUTH OF BNL

LOGO, LOGO TO GENERALLY

FACE THE TRAFFIC CIRCLE ON

PRINCETON AVENUE

270°±

NEW BOLLARD, TYP.

E 500

SCALE: NTS

Overflow Pipe Discharge Modification Detail

CL

EXISTING DUCTILE IRON x ASBESTOS

CEMENT COUPLING

8"

EXISTING 8"Ø TRANSITE TANK OVERFLOW PIPE

EXISTING PRECAST CONCRETE HEADWALL

CL

6" 6"

EXISTING 8" FLANGED STAINLESS STEEL INSECT

SCREEN, REMOVE, PROTECT, AND STORE. REINSTALL

AFTER PREPARATION AND PAINTING IS COMPLETED.

BLAST SSPC SP-10 AND PAINT ALL

EXTERIOR PIPE SURFACES AND

FLANGED FLAPPER VALVE

EXISTING CURB STOP

BOX

EXISTING 3/4'' CURB

STOP AND DRAIN

TAPPED

EXISTING 4'' Ø S.S.

PIPE WITH #4 MESH

SCREEN COVER (BOTH

ENDS)

6''

V 100.00

EXISTING SITE CONDITIONS

AND DETAIL

AMT

MARK DATE DESCRIPTION

CLIENT

\\h 2m

.co m\ sh ar es \P ro jec ts\

BN

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(B ro ok ha ve n N ati on al

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B y j ko ca j

CONSULTANTS:

Brookhaven National Laboratory

SHEET No.

SHEET TITLE

CONTRACT

STATUS

OF

DESIGNED BY: DRAWN BY:

Q

PROJECT No.:

BNLO1804

DATE:

AUGUST 2022

CHECKED BY: REVIEWED BY:

SCALE:

AS SHOWN

DRAWING No.

Painting of New 500,000 Gallon Water Tower architects engineers

538 Broad Hollow Road, 4th Floor East Melville, NY 11747

631.756.8000 ▪ www.h2m.com

"ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL IS ILLEGAL"

CONTRACT P - PAINTING

FINAL BID DOCUMENT

Upton Road, Upton, New York 11973

GRAPHIC SCALE

( IN FEET )

1 inch = ft.

10 2020

JEK

1 07/2022 BNL Review Revisions

D

E

ER

FP

GM

GR

IRIR

L s

T

U

W

WM

w

BENCHMARK

MONUMENT

DRILL HOLE

IRON PIPE

DECIDUOUS TREE

EVERGREEN TREE

STAKE

GPS STATION

GUY WIRE

HOUSE CONNECTION

ROOF LEADER

STORM DRAIN

UNDERGROUND TELEPHONE

OVERHEAD WIRES

UNDERGROUND GAS

WATER MAIN

CURB

TOP/BOT CURB GRADE

FENCE

CONTOUR

HANDICAP PARKING STALL

DECIDUOUS SHRUB

EVERGREEN SHRUB

DROP CURB

WATER SERVICE

SANITARY SEWER

UNDERGROUND ELECTRIC

WETLAND MARKER

INLET

CATCH BASIN

GAS VALVE

IRRIGATION CONTROL BOX

SPRINKLER HEAD

GAS METER

BOLLARD

CLEAN OUT

DRAINAGE MANHOLE

HYDRANT

ELECTRIC MANHOLE

PULL BOX

LIGHT

MONITORING WELL

SIGN

SANITARY MANHOLE

SPOT ELEVATION

TELEPHONE MANHOLE

WATER MANHOLE

UTILITY POLE/GUY POLE

MANHOLE

WELL

WATER METER

WATER VALVE

CURB INLET

ROOF DRAIN\LEADER

EDGE OF PAVEMENT

CONCRETE PAVEMENT

BRICK/PAVER PAVEMENT

ASPHALT PAVEMENT

SANITARY/DRAINAGE FLOW ARROW

SURVEY NAIL

GAS RISER

TWO POST SIGN

CABLE TELEVISION BOX

INLET

TEST BORE/TEST HOLE

GROUND LIGHT

TRAFFIC SIGNAL POLE

TRAFFIC SIGNAL BOX

PEDESTRIAN SIGNAL POLE

X X

O/H O/H

T T

E E

G

S

HC HC

L

W W

WS

D D

RUBBERIZED SURFACE

ELECTRIC RISER

FLAG POLE

DETECTABLE WARNING PAD

LEGEND

DESCRIPTION SYMBOL

WV

DESCRIPTION SYMBOL

100.0 tc 100.50 bc 100.00

DESCRIPTION SYMBOL DESCRIPTION SYMBOL

2 08/2022 BNL Review Revisions 2

Finished Grade -0' - 6"

Overflow Elevation 127' - 1 13/16"

Low Water Elevation 89' - 7 13/16"

H E

A D

R A

N G

E

7'

6"

Lower Platform ± 28' - 5 1/4"

Upper Platform ± 74' - 9"

Top of Access Tube Cover 134' - 5 3/4"

ELEV. 110.13'

ELEV. 199.15'

ELEV. 237.65'

First Floor 0' - 0"

ELEV. 110.63'

55' - 10" Ø ±

/4

Overall Height 137' - 9 1/2"

4'

3/ 4"

7'

1/ 2"

7'

4"

BROOKHAVEN NATIONAL LABORATORY LOGO,

ALTERNATE BID ITEM, LOGO SHALL BE FOUR (4)

DIFFERENT FINISH COAT COLORS IN ADDITION

TO THE BASE FINISH COLOR OF THE TANK

TANK ELEVATION GENERAL NOTES:

1. ALL ELEVATIONS PREFACED WITH "ELEV." ARE IN REFERENCE TO NAVD88.

2. THE TANK FIRST FLOOR, OR TOP OF RING WALL, ELEVATION OF 110.63' NAVD88

WAS PROVIDED BY BNL AS PER RECENT SURVEYING INFORMATION.

BLAST SSPC SP-10 AND PAINT ALL

EXTERIOR PIPE SURFACES, TYP.

BLAST SSPC SP-7 AND PAINT EXISTING

CONCRETE FOUNDATION, REMOVE LOOSE

MATERIAL AND APPLY NEW FOUNDATION

COATING SYSTEM T 500

BLAST SSPC SP-6 AND PAINT ALL

EXTERIOR SURFACES

EXISTING 6"Ø FLOOR DRAIN,

TYP., TANK NOTE 3

EXISTING TRENCH DRAIN GRATES,

TANK NOTE 3

CONNECT NEW 3/4"Ø SAMPLING LINE

AND 3/4"Ø PRESSURE SENSING LINE TO

EXISTING 3/4" BALL VALVES, LOCATED

BEFORE ACCESS TUBE

BLAST SSPC SP-10 AND PAINT ALL

INTERIOR DRY SURFACES

BLAST SSPC SP-10 AND PAINT ALL

INTERIOR WET SURFACES

BLAST SSPC SP-10 AND PAINT ALL

INTERIOR DRY RISER SURFACE AND

UNDERSIDE OF WATER CAVITY SURFACE

EXISTING ACCESS LADDER, TYP., TANK NOTE 4

TANK NOTES:

1. INSTALL AFTER PREPARATION AND PAINTING IS COMPLETED.

2. CONTRACTOR SHALL FURNISH AND INSTALL TWO (2) HEAT TRACE CABLES, ONE (1) PRIMARY AND ONE (1) BACK-UP

FOR EACH COPPER LINE. INSTALL PIPE INSULATION AFTER INSTALLATION OF HEAT TRACE CABLES. THE TWO COPPER LINES TO BE HEAT TRACED SHALL BE TRACED WITH ONE CONTINUOUS HEATING CABLE. CONNECT TO THE

HEAT TRACE CONTROLLER IN THE SAMPLING STATION.

3. REMOVE, PROTECT, AND STORE. REINSTALL AFTER PREPARATION AND PAINTING IS COMPLETED.

4. REMOVE, PROTECT, AND STORE EXISTING SAFETY CLIMB DEVICE. REINSTALL AFTER PREPARATION AND PAINTING IS

COMPLETED.

5. REMOVE, PROTECT, AND STORE LADDER HARDWARE CONNECTING THE LADDER TO THE CONCRETE TANK FLOOR

AND CONDENSATE PLATFORM. TEMPORARILY SUPPORT THE LADDER AS REQUIRED. REINSTALL AFTER PREPARATION

AND PAINTING IS COMPLETED.

NO SCALE

PIPE INSULATION ON WELDED STEEL

INLET / OUTLET PIPE, INSULATION

PROVIDED BY OWNER, INSTALLED BY

CONTRACTOR, NOTE 1

T 500

EXISTING 12"Ø INLET /

OUTLET PIPING

T 500

NEW 3/4"Ø SAMPLING LINE AND 3/4"Ø PRESSURE

SENSING LINE, NOTES 1 AND 2. UTILIZE EXISTING

BRACKETS AND ATTACHMENT HARDWARE AS REQUIRED,

NOT SHOWN FOR CLARITY, GENERAL TANK NOTE 16.

EXISTING TANK SHAFT INLET /

OUTLET PIPE BRACKET, TYP. OF 6,

GENERAL TANK NOTE 16

T 500

EXISTING TANK SHAFT OVERFLOW

PIPE BRACKET, TYP. OF 6, GENERAL

TANK NOTE 16

T 500

EXISTING DRY RISER INLET / OUTLET

PIPE BRACKET, TYP. OF 1, GENERAL

TANK NOTE 16

T 500

4 EXISTING DRY RISER OVERFLOW

PIPE BRACKET, TYP. OF 2,

GENERAL TANK NOTE 16

NEW SAMPLE STATION,

ENCLOSURE PROVIDED BY

OWNER, INSTALLED BY

CONTRACTOR, TANK NOTE 1

EXISTING 12"Ø OVERFLOW PIPING

T 500

EXISTING LOWER PLATFORM

ACCESS LADDER, TANK NOTE 5

EXISTING 24"Ø VENT, TANK NOTE 3

EXISTING 30"Ø DRY RISER HATCH

EXISTING 30"Ø WATER CAVITY HATCH EXISTING 36"Ø BOLTED EXHAUST MANHOLE

EXISTING MIXING SYSTEM

VALVES, TANK NOTE 3

EXISTING DRY RISER ACCESS

LADDER, TANK NOTE 4

EXISTING WATER CAVITY

ACCESS LADDER, TANK NOTE 4

EXISTING MIXING SYSTEM

VALVES, TANK NOTE 3

EXISTING 30"Ø MANWAY

EXISTING WATER CAVITY GRATING, TANK NOTE 3

EXISTING 30"Ø WATER CAVITY MANWAY

NEW TANK LIGHTING, SEE 'E' DRAWINGS

T 500

EXISTING WATER CAVITY, CONTRACTOR

SHALL FLUSH DRAIN LINE UPON

COMPLETION AND DISCONNECT AND STORE

DETACHABLE HOSE ACCORDINGLY

EXISTING CABLE RIGGING

COUPLINGS, TYP. AT EACH

PLATFORMT 500

NEW NETWORK RACK

ENCLOSURE, AS

MANUFACTURERED BY DDN

UNLIMITED, MODEL OD-30DDC,

CREAM COLOR, ON

EQUIPMENT PAD

GENERAL TANK NOTES:

1. THE ENGINEER WILL TAKE AND TEST SOIL SAMPLES FOR HEAVY METALS PRIOR TO AND AFTER CONSTRUCTION TO CONFIRM THAT BACKGROUND HEAVY METAL LEVELS ARE NOT EXCEEDED FOLLOWING CONSTRUCTION. THE CONTRACTOR WILL BE REQUIRED TO REMEDIATE ALL AREAS WHERE HEAVY METAL LEVELS EXCEED THE

BACKGROUND LEVELS.

2. AIR MONITORING WILL BE REQUIRED AS OUTLINED IN SPECIFICATION SECTION 015719 - TEMPORARY ENVIRONMENTAL

CONTROLS (CONTAINMENT).

3. CONTRACTOR SHALL PROVIDE INSPECTING ENGINEER(S) WITH FULL FACE RESPIRATOR AND REPLACEMENT

CARTRIDGES.

4. THE CONTRACTOR SHALL PROVIDE FULL CONTAINMENT AS SPECIFIED AROUND TANK DURING ALL INTERIOR & EXTERIOR BLASTING, PREPARATORY WORK, AND PAINTING OPERATIONS TO COMPLY WITH STATE REQUIREMENTS

FOR PARTICULATE EMISSIONS.

5. PRIOR TO COMMENCING BLASTING THE CONTRACTOR SHALL INSTALL PROPERLY SIZED PIPE PLUGS OR CAPS IN TANK

FILL AND DRAIN PIPES WITHIN THE TANK TO PREVENT DEBRIS FROM ENTERING THE PIPES.

6. ALL TANK COATINGS SHALL BE LEAD FREE. REFER TO SPECIFICATION SECTION 099870 - STEEL TANK COATING

SYSTEM FOR PREPARATION AND COATING REQUIREMENTS FOR TANK SURFACES.

7. UPON COMPLETION OF PAINTING OPERATIONS, DISINFECT TANK IN ACCORDANCE WITH 331160 DISINFECTION OF

WATER STORAGE FACILITIES AND ANALYZE WATER QUALITY SAMPLES.

8. WATER QUALITY SAMPLES SHALL BE TAKEN IN ACCORDANCE WITH 331120 - WATER QUALITY SAMPLING.

9. UPON FILLING THE TANK, THE ENGINEER SHALL OBSERVE THE TANK AND APPURTENANT PIPES FOR LEAKAGE. THE

CONTRACTOR SHALL IMMEDIATELY TAKE STEPS TO ELIMINATE ANY LEAKS IN A MANNER APPROVED BY THE ENGINEER

AT NO ADDITIONAL COST TO THE OWNER.

10. CONTRACTOR IS RESPONSIBLE FOR RESTORATION OF SURROUNDING AREAS DAMAGED DURING CONSTRUCTION. AS PART OF SITE RESTORATION, CONTRACTOR SHALL GRADE PERIMETER OF TANK FOUNDATION TO ACHIEVE A MINIMUM OF 2% POSITIVE PITCH AWAY FROM TANK FOUNDATION. PLACE 4" OF TOPSOIL AND HYDROSEED ALL GRASS AREAS

DISTURBED BY CONSTRUCTION.

11. ALL TANK MODIFICATIONS SHALL CONFORM TO PART 7 OF THE 2018 EDITION OF THE RECOMMENDED STANDARDS FOR

WATER WORK.

12. ALL MATERIAL DEEMED HAZARDOUS SHALL BE HANDLED AND DISPOSED OF IN ACCORDANCE WITH SECTION 099870-

STEEL TANK COATING SYSTEMS.

13. THE CONTRACTOR SHALL SUBMIT FOR THE ENGINEER'S REVIEW ANY AND ALL PROPOSED PERMANENT OR TEMPORARY TANK ATTACHMENTS, CONSTRUCTION AIDS, ETC. THE ENGINEER SHALL DETERMINE WHETHER THESE PROPOSED ATTACHMENTS, CONSTRUCTION AIDS, ETC. SHALL BE PERMITTED TO BE PERMANENTLY INSTALLED OR BE REQUIRED TO BE REMOVED. THE INSTALLATION, REMOVALS, TOUCH-UP PAINTING, ETC. PROCESS SHALL BE

APPROVED BY THE ENGINEER PRIOR TO ANY INSTALLATIONS.

14. ALL INTERIOR PIPING AND CONDUIT SHALL BE PROPERLY SUPPORTED TO WALLS, CEILING AND OTHER STRUCTURES.

ALL MATERIALS USED FOR PIPE SUPPORT SHALL BE STAINLESS STEEL.

15. CONTRACTOR SHALL REMOVE AND PROTECT ALL EXISTING GASKETS AND HARDWARE ON ALL HATCHES OF THE TANK. CONTRACTOR SHALL REINSTALL THESE GASKETS AFTER PREPARATION AND PAINTING IS COMPLETED.

16. ALL U-BOLTS, NUTS, AND WASHERS SHALL BE REMOVED, PROTECTED, AND STORED FROM EXISTING BRACKETS AND

REINSTALLED AFTER PAINTING IS COMPLETED.

architects engineers

538 Broad Hollow Road, 4th Floor East Melville, NY 11747

631.756.8000 ▪ www.h2m.com

SHEET No.

SHEET TITLE

"ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED

PROFESSIONAL IS ILLEGAL"

REVIEWED BY:DRAWN BY:DESIGNED BY:

PROJECT No: DATE:

CHECKED BY:

CONSULTANTS:

Q

CONTRACT

CLIENT

STATUS

SCALE:

AS SHOWN

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T 001

FINAL BID DOCUMENT

Painting of New 500,000 Gallon Water Tower

Brookhaven

National Laboratory

AMT

AUGUST 2022BNLO1804

JEK

Upton Road, Upton, New York 11973

GENERAL NOTES, ELEVATION,

AND ISOMETRIC

CONTRACT P - PAINTING

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

Tank Elevation

SCALE:

Tank Isometric

MARK DATE DESCRIPTION

1 07/2022 BNL Review Revisions

EXISTING 12"Ø INLET /

OUTLET PIPE

EXISTING SHAFT ACCESS LADDER

FROM LOWER PLATFORM TO UPPER

PLATORM

EXISTING ACCESS

LADDER FROM TANK

FLOOR TO LOWER

PLATFORM

EXISTING FLOOR DRAIN

90°

EXISTING 12"Ø

OVERFLOW PIPE

T 500

EXISTING CONDUIT ROUTING

PENETRATION, TYP.

270°

0°

180°

54° 35°

55°

50°

40°

EXISTING STEEL DRAINLINE

EXISTING PIPE

BRACKET, TYP.

EXISTING CONDUIT

ROUTING PENETRATION

UPPER PLATFORM ACCESS

LADDER FROM LOWER

PLATFORM

EXISTING DRY RISER ACCESS

LADDER TO TANK ROOF

EXISTING 12"Ø INLET / OUTLET PIPE

EXISTING 12"Ø OVERFLOW PIPE

EXISTING CAMLOCK FITTING TO

4"Ø STEEL DRAINLINE (BELOW)

EXISTING TANK ACCESS MANHOLE

AND ACCESS LADDER (MANHOLE NOT

SHOWN FOR CLARITY)

EXISTING FLOOR DRAIN

CONNECTED TO 4"Ø STEEL

DRAINLINE (BELOW)

EXISTING 30"Ø HINGED

ACCESS HATCH

90° 270°

0°

180°

EXISTING CONDUIT ROUTING

PENETRATION, TYP.

5°

20° 43°

47°

15°

30°

EXISTING LAYFLAT HOSE

BRACKET

T 500

EXISTING LOWER PLATFORM

ACCESS LADDER

EXISTING 4"Ø STEEL

DRAINLINE (FROM ABOVE)

EXISTING 42"x80" BELL

ACCESS DOOR (TYP. OF 2)

EXISTING 12"Ø

OVERFLOW PIPE

EXISTING 12"Ø INLET /

OUTLET PIPE

EXISTING 6"Ø

HDPE DRAIN

EXISTING FOUNDATION

FOOTING PERIMETER

EXISTING 2"Ø AND

1-1/4"Ø CONDUITS

EXISTING 4"Ø CONDUIT

TO CONTROL MANHOLE

T 100

18°

18°

32°

23°

32°

23°

90°

0°

90°

180°

270°

T O

O V

E R

F

LO

W

TO

D

R Y

W E

LL

TO

FR

O

M S

YS

TE

M

(8) NEW CONDUIT MOUNTING

BRACKETS ALONG THE TANK WALL

FROM THE FOUNDATION PENETRATION

FOR THE FIBER CABLE TO THE

NETWORK CABINET, ±20" TO MIDPOINT

OF BRACK A.F.F.

T 500

35°

NEW NETWORK RACK

ENCLOSURE, AS

MANUFACTURERED BY DDN

UNLIMITED, MODEL OD-30DDC,

CREAM COLOR, ON

EQUIPMENT PAD

T 500

EXISTING 2"Ø AND 3/4"Ø CONDUITS

EXISTING 12"Ø INLET / OUTLET PIPE

EXISTING 3/4"Ø CONDUITS FROM

INLET / OUTLET PIPE TO NEW

ELECTRICAL PANELS

90° 270°

0°

180°

EXISTING MIXING

SYSTEM CONNECTED TO

12"Ø INLET / OUTLET PIPE

EXISTING INTERIOR

BOWL ACCESS LADDER

EXISTING DRY RISER

ACCESS LADDER TO

TANK ROOF

EXISTING WEIR BOX AND

OVERFLOW PIPE

47°

70°

43°

85°

5° architects engineers

538 Broad Hollow Road, 4th Floor East Melville, NY 11747

631.756.8000 ▪ www.h2m.com

SHEET No.

SHEET TITLE

"ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED

PROFESSIONAL IS ILLEGAL"

REVIEWED BY:DRAWN BY:DESIGNED BY:

PROJECT No: DATE:

CHECKED BY:

CONSULTANTS:

Q

CONTRACT

CLIENT

STATUS

SCALE:

AS SHOWN

DRAWING No.

OF8

/2

/2

:3 :1

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\B N

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rv t

T 100

FINAL BID DOCUMENT

Painting of New 500,000 Gallon Water Tower

Brookhaven

National Laboratory

AMT

AUGUST 2022BNLO1804

JEK

Upton Road, Upton, New York 11973

FLOOR PLANS

CONTRACT P - PAINTING

SCALE: 1/4" = 1'-0"

Lower Platform Floor Plan

SCALE: 1/4" = 1'-0"

Upper Platform Floor Plan

SCALE: 1/4" = 1'-0"

First Floor Plan

SCALE: 1/2" = 1'-0"

First Floor Conduit Plan

N

PROJECT

NORTH

N

PROJECT

NORTH

N

PROJECT

NORTH

N

PROJECT

NORTH

SCALE: 1/4" = 1'-0"

Bowl Plan N

PROJECT

NORTH

MARK DATE DESCRIPTION

1 07/2022 BNL Review Revisions

6"

4" M

IN

5" M

IN

A S

R E

Q U

IR

E

D

GRADE (TOP OF

ASPHALT/GRASS)

NEW FOUNDATION

COATING (TYP)

APPLY POLYESTER FABRIC TAPE AT CONCRETE

FOUNDATION BASEPLATE/INTERFACE AFTER

SPECIFIED EPOXY COATING HAS BEEN APPLIED

M

IN

CONTRACTOR SHALL EXCAVATE A

MINIMUM OF 12" AROUND FOUNDATION

AS REQUIRED FOR NEW FOUNDATION

COATINGS APPLICATION. BACKFILL AND

RESTORE AS REQUIRED

3/4" CHAMFER

CONCRETE FOUNDATION

NOTES:

1. PREPARE CONCRETE FOUNDATION AND STEEL TANK

SURFACES AS PER SPECIFICATIONS.

STEEL TANK SIDEWALL

EXTERIOR COATING, TYP.

2. COATINGS APPLICATION PROCEDURE:

APPLY ZINC RICH PRIMER TO STEEL TANK SURFACES.A.

APPLY EPOXY INTERMEDIATE COATING TO ALL

STEEL AND CONCRETE FOUNDATION SURFACES.

B.

APPLY POLYESTER FABRIC TAPE AT CONCRETE

FOUNDATION/ BASEPLATE INTERFACE.

C.

APPLY (2) COATS OF ELASTOMERIC COATING TO

CONCRETE FOUNDATION AND 18-INCHES UP

STEEL TANK SURFACES.

D.

APPLY STEEL TANK FINISH COATING(S) TO ALL

PREVIOUSLY COATED STEEL SURFACES.

E.

3. REFER TO SPECIFICATION 099870 - STEEL TANK

COATING SYSTEM FOR ALL PREPARATION AND

COATING REQUIREMENTS.

INTERIOR PEDESTAL

FLOOR NOT SHOWN

FOR CLARITY

Finished Grade -0' - 6"

EXISTING 12" BUTTERFLY

VALVE, TYP.

EXISTING 12"Ø

INLET/OUTLET PIPE

NEW SAMPLING

STATION

EXISTING 12"Ø OVERFLOW PIPE

EXISTING TRENCH DRAIN

PIPE INSULATION ON WELDED

STEEL INLET / OUTLET PIPE

First Floor 0' - 0"

T 500

TO

O

V E

R

FL

O W

TO

F R

O M

S Y

S

TE

M

WELDED STEEL

C.L.D.I.

EXISTING FACTORY INSTALLED

TAP ON TEE FACING BELL WALL

EXISTING 3/4"Ø CONDUITS FROM INLET /

OUTLET PIPE TO NEW ELECTRICAL PANELS

NOTES:

1.

30°, TYP.

3"x3"x3/8" ANGLE

2' - 4′′

12"Ø INLET/OUTLET/

12"Ø OVERFLOW PIPE

2'

8"

3"x3"x3/8" ANGLE, TYP.

1"Ø THREADED STAINLESS STEEL U-

BOLT, NUTS AND WASHERS

TANK SIDEWALL

DOUBLE JAM NUT, TYP.

1/4" THICK RUBBER ISOLATING STRIP

ALL U-BOLTS, NUTS, WASHERS, AND RUBBER ISOLATING

STRIPS SHALL BE REMOVED, PROTECTED, STORED, AND

REINSTALLED AS REQUIRED FOR ALL SURFACE PREPARATION

AND PAINTING WORK.

3/8"

TYP.

20°, TYP.

3"x3"x3/8" ANGLE

2' - 4′′

12"Ø INLET/OUTLET/

12"Ø OVERFLOW PIPE

3"x3"x3/8" ANGLE

1"Ø THREADED STAINLESS STEEL U-

BOLT, NUTS AND WASHERS

DRY RISER

DOUBLE JAM NUT, TYP.

1/4" THICK RUBBER ISOLATING STRIP

3/8"

TYP.

2'

8"

TANK SHAFT PIPE BRACKET DRY RISER PIPE BRACKET

2. CONTRACTOR SHALL INSTALL PIPE INSULATION AROUND PIPE

SUPPORT BRACKETS AS REQUIRED.

NEW 100 W ELECTRIC HEATER

AS MANUFACTURED BY

HOFFMAN. MODEL NO.

DAH1001A. PROVIDE HEATER

WITH STANDARD OUTLET PLUG,

TYP. OF 2

NEW 3/4"Ø TANK

SAMPLE LINE

NEW 3/4"Ø BALL

VALVE, TYP.

EXISTING 12"Ø INLET / OUTLET

PIPE

NEW HEAT TRACE CONTROL

PANEL, AS MANUFACTURED BY

RAYCHEM MODEL ELEXANT

4010i-EMR-IS-FW

NEW 6"x2" PVC FUNNEL

NEW GFCI RECEPTACLE

FOR HEATERS

NEW PIPING

INSULATION, TYP.

NEW 2"Ø SCH. 40 PVC

TO TRENCH DRAIN

INSTALL 36"x36"x12" TYPE

304 S.S. ENCLOSURE

NOTES:

1. 3/4"Ø SAMPLE LINE AND PRESSURE SENSING LINE SHALL EXTEND UP TO 4'-0" ABOVE THE TANK BOTTOM CAPACITY LINE. INSTALL 3/4" TEE AT END OF SAMPLING LINE. UTILIZE EXISTING BRACKETS AND ATTACHMENT HARDWARE AS REQUIRED TO SUPPORT THE SAMPLE LINE, PRESSURE SENSING LINE, AND SAMPLE STATION ENCLOSURE. PROVIDE TWO (2) ±4' LONG S.S. CHANNEL SUPPORTS AND ASSOCIATED HARDWARE TO MOUNT

THE SAMPLE STATION ENCLOSURE TO EXISTING ANGLE SUPPORT BRACKETS.

2. ALL WIRING ON THE "WET SIDE" OF THE ENCLOSURE SHALL BE SUPPLIED WITH MANUFACTURER'S WATERPROOF CABLING SYSTEM OR INSTALLED IN LIQUID-TIGHT FLEXIBLE CONDUIT. WHERE WIRING OR CONDUIT PENETRATES TO THE "DRY SIDE" INSTALL WATERPROOF CONNECTION OR PROPERLY SIZED RUBBER

GROMMETS.

NEW PRESSURE GAUGE

NEW LEVEL TRANSMITTER

NEW 3/4"Ø TANK

PRESSURE SENSING

NEW PRESSURE SWITCH

NEW BLOCK & BLEED

VALVE, TYP.

NEW SNUBBER

NEW 1/4" PLEXIGLASS, SEAL

WITH ASTM C-920, CLASS 35

SILICONE

"WET SIDE" "DRY SIDE"

LOW WATER ELEVATION

EXTEND SAMPLING LINE 4' ABOVE

LOW WATER ELEVATION WITH TEE

EXTEND PRESSURE SENSING LINE

12" ABOVE LOW WATER

ELEVATION WITH TEE

EXISTING 3/4" THREADED

COUPLING, TYP. OF 2

EXISTING 3/4" COPPER NIPPLE,

TYP. OF 2

EXISTING 3/4" BRASS BALL VALVE,

TYP. OF 2

NEW 3/4"Ø PRESSURE SENSING LINE

NEW 3/4"Ø SAMPLING LINE

S P

SP

P S

PS

DRY RISER

WATER CAVITY

PS: PRESSURE SENSING LINE

SP: SAMPLINE LINE

11" OUTSIDE DIAMETER

8 1/4" DIAMETER CUTOUT

EXISTING PLATFORM, TYP.

NOTES:

1. CONTRACTOR SHALL COORDINATE WITH

ENGINEER FOR FINAL LOCATION OF

BRACKETS.

2. BRACKETS SHALL BE INSTALLED EVERY 4' - 0"

ON CENTER AS SHOWN ON THE FLOOR PLAN.

5/

8"

5/16"Ø PRE-DRILLED HOLES, TYP. OF 6

1/4" THICK FLATBAR, LENGTH AS SHOWN

1/4"Ø RUBBER-COATED STAINLESS

STEEL U-BOLT (1-3/8x2-3/8), NUTS, AND

WASHERS, TYP. OF 3

T A

N K

W A

LL

1/4"

TYP.

5/

8"

5/ 8"

5/

8"

1/4" THICK FLATBAR, LENGTH AS

REQUIRED, TYP.

5/

8"

5/ 8"

1/

8"

2"

/8

4"

VERIFY IN FIELD

9/16"Ø PRE-DRILLED HOLES, TYP. OF 2

1/2"Ø RUBBER-COATED STAINLESS STEEL

U-BOLT (4-9/16x3), NUTS, AND WASHERS

6x6 W2.9xW2.9

X

CONCRETE FLOOR

X X X

3/4" CHAMFER

1/2"∅ DOWELS x 5" LONG AT

2'-0" O.C. ALONG PAD

PERIMETER IN HILTI HVA

ADHESIVE OR EQUAL

EXTEND PAD 4" BEYOND

EDGE OF EQUIPMENT

ON EACH SIDE

CONTRACTOR SHALL PRIME AND PAINT (SAFETY YELLOW) CONCRETE PAD

BEFORE NETWORK ENCLOSURE IS INSTALLED.

1.

NOTE:

X

4" P

A D

NETWORK ENCLOSURE

12" CLR.

2'

7" architects engineers

538 Broad Hollow Road, 4th Floor East Melville, NY 11747

631.756.8000 ▪ www.h2m.com

SHEET No.

SHEET TITLE

"ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED

PROFESSIONAL IS ILLEGAL"

REVIEWED BY:DRAWN BY:DESIGNED BY:

PROJECT No: DATE:

CHECKED BY:

CONSULTANTS:

Q

CONTRACT

CLIENT

STATUS

SCALE:

AS SHOWN

DRAWING No.

OF8

/2

/2

:3 :1

P

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U s e rs

\j k o c a j\ D o c u m e n ts

\B N

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rv t

T 500

FINAL BID DOCUMENT

Painting of New 500,000 Gallon Water Tower

Brookhaven

National Laboratory

AMT

AUGUST 2022BNLO1804

JEK

Upton Road, Upton, New York 11973

TANK DETAILS

CONTRACT P - PAINTING

SCALE: 3/4" = 1'-0"

Foundation Coating Detail

SCALE: 3/4" = 1'-0"

Tank Inlet / Outlet Pipe Detail

SCALE: 3/4" = 1'-0"

Pipe Bracket Detail

SCALE: 1" = 1'-0"

Sample Station Enclosure

SCALE: NO SCALE

Sampling Line and Pressure Line Small Piping Detail

SCALE: 6" = 1'-0"

Cable Hole Cover Detail

MARK DATE DESCRIPTION

1 07/2022 BNL Review Revisions

2 08/2022 BNL Review Revisions 2

SCALE: 3" = 1'-0"

Conduit Mounting Bracket

SCALE: NO SCALE

Equipment Pad