R17PS00480_Attachment_2_-_Drawings.PDF

DRAWINGS

INFORMATION ONLY DRAWINGS

1292— —4806

_— Disconnect switches

________ ________ / NDS—09—AC706

J NDS—09—AC7O5

NDS—O9—AC7O4

________ Motor storter x355 duct / I F

& NDM-09-AC7O2 MS-09-~

~ (Bottom EL. I 4 1.500) Control darhper I I”

10 kW Unit heoter NCDO9AC7O2 NUH—09—AC702 10 kW Unit heoter

NUH—09—AC7O3

Bock— —355x355 draft

1 (bottom EL.

Motor storterdomper \

NMS—O9—AC703

SG36X30 Thermostat

3450 NTQ—09—AC7O

41.610 Typ.)

F EL. 38.260

SC.4LE AND CHLORINE

STORAGE ROOM

Indicating light

NIL—09—AC705

REFERENCE DRA WINGS

1292 —D— 1957, Heating, ventilation, and air—conditioning equipment designations 1292—0—4025, (For concrete general notes) 1292—0—4154, Chlorine building, general arrangement

L~ 1292—0—4156, Chlorine building, outline and reinf. design, Plan, sections, and details

1292—0—4635, Chlorine building, arch., floor plan 1292—0—4804, Heating, ventilation, and air—conditioning systems, general notes, reference drawings, and symbols 1292—D—4814, Heating, ventilatian, and air—conditioning systems, sections and details

ALWAYS THINK SAFETY ~

UNIIOV srAlOS

OEPAR7MENTOF fl~E IN7ERIOR 8UR~4U Of RECLAFS4TION

DESALTING PL4NT

• - ORINE BUILDING

HEATING, VENTILA ~G AND AIR—CONDITIONING

MS

PLAN AND TIONS

0 0

2 Disconnect switches

4700 cfm $porative NDS—O9—AC7O2 __________ Pipe trench NDS—O9—AC7O 1 Reinforced concrete base cooling unit NEC—09—AC7OI NDS—O9—AC703610 x 1170 Stationary louver

/ 965x 1170 r560 x 915 Control hamper NCD—09—AC7OI ~ Thermostat ~ Evoporat~e~

Switch I I NTQ—O9—AC7OI

NS,—09—AC702\

Stationary I Indicating light NIL—O9—AC louverI~ ( (~ Indicating light _________ _________

Switch NSj—O9 ________

________ -AC7O3~ __

~1O0~—

- 4700 cfm Evaporative cooling unit NEC—O9—AC7O2

Switch NS4—09—AC7O 1

D(~14) F(~14) 965 x 1170 Stationary louverDamper operator

Indicating ~ 66J/~” NDM—09—AC7O3

~ NIL—09—AC 4~. 751RL

Stationary louver

III© (~‘—---------

7 1/2 kW Unit heater

NUH—O9—AC7O4 —_...~

460 x 560 Stationary louver

Motor starter

NMS 09—AC701—~

omper operator

Aircontr&/- ~

SGI8x12 - —

800— —

CHLORINATOR ROOM —

i-lI ç41Ox305 —

Back—draft — damper

3000 cfm Axial fan

~~E(4814) •“l c?

~~Unflheater ~j1G /f. NUH—O9—AC7O~~__

Transformer 13.8KvL~~/480Y

USB—O9—O7

Transformer 13.8Kv ‘3’48OY

USB—O9—OO2O1

SECTION X—X

JAF

-< D (Typ all u it heaters)

Distribution center

[F j~1 _~____J-T

10.000 cfm Axial fan

X NUH—09—AC7O I

5 Back (bottom EL.

~ 10 kW Unit heater

40.700 Typ.)

NOTES

1. All dimensions are in millimeters unless otherwise noted.

2. All elevations are in meters.

3. Field verify all dimensions.—

-<i E(4814)

I EL.37.065—’

NIL—O9—AC7O 1 NMSO9AC7O2 915 x 915 Back draft damper Indicating light~~~ \ 12 Motor starter I ~ 965 xl 170 Stationary louver

1 170 x 915 Back—draft damper Switch NS~—O9—AC7O1 455 x 915 Back -<JG (4814) 20 x 1 170 Stationary louver draft damper 510 x 1170 Stationary louver ~65 x 1170 Stationary louver

1000 0

PL4N

1:50

JR

INFORMATION ONLY

DESIGNED ~D~1J~NBILRY ~ APPR~%~LLER

D54~_ ~L”Y!~ 5UBMITTED_.

CHE KEG _~J~?~5EBu

J. ~NNETT

2 I 3 4

RECLAMATION

Ma,uzgjng JffoterintheHfrst

B B ci ci ci ci ci B ci c-c

Railroad platform

RAILROAD TANK CAR SCALE

(NTS)

NOTES:

1. For reference drawings and notes see DCT—09—0020 1 single—line diagram 1292—0— 1803.

2. Size and number of all conduits necessoly to provide electrical power and distribution systems for all electrical equipment associated with this structure shall be determined by the contractor in accordance with the applicable portions of the specifications text and the latest edition of the N.E C., the contractor shall also determine the routing of all conduits including those that terminate in other areas.

Note 4 (—1841).

3. The contractor shall furnish and install 5 — 2 In. conduits originating at the north OCT and terminating in the area marked future remote terminal unit. The PMSC system (RTU’S and PMSC master statian) will be furnished and installed by others under separate contract. A consolidated DCT/RTU master interface terminal block section(s) shall be furnished and installed under this contract at the aprapriate end of the OCT lineup in order that the RTU can be handwired (by others) to the OCT without disturbing either. The contractor shall exchange information with the PMSC system equipment contractor and shall be responsible far all necessary design and coordinated manufacturer and installation for the OCT’S.

4. The overhead crane disconnect switch shall be located at the north OCT.

5. Refer to (—4798 and —1659).

6. For loads served by 120/240—volt panel boards that ore not shown here, refer to the appropriate process and instrumentation diogroms and general arrangement drawings as listed on the general notes drawing (—1803).

D

C

B ci

A ci

B

Unit substations concrete 5 x 5 pods. Note 5 a w U

(1) z F

(I)

-J

Future remote terminal unit

Note 3

I—, ~

Motor starter

I NMS—09—AC704

I~-1

IN FORMATION ONLY

N Robert fleer

100 0 100 200 300 400 500

Retort Ttcrer flrr~~t H,rrr,hI~

1:50 crcEcKrD

,rnnk~ffyy U DFNWR. COUuITL’u flATEE

DEPARTMENT OF TUE INTERIOR

IUREAU OF RECLAMATION

~A~C~mz% / &‘WJYO,’Y- s~2y.’cc e~Gx~tZ~ )fØW WA~4~v7

~&~CdW/c59,f ~‘1~6i~’ c~ ~3t5~~ i.~~ - ~ ,,~ ~

ACHLORINE BUILDING —

ISTRIBUTION CENTER

CT—09—0020 1

ELECTRI EQUIPMENT

LOCA S

“a ~ I ~ L’ /8c~26 1292_D_~18à’S\ Situ 560

1 I 2 I 3 4 I 5

4 I I 3 2 I 1

F

Disconnect switches

NDS— 12—AC7O 1

NDS— 12—AC7O2

NDS— 12—AC7OJ

Reinforced concrete base

AL

4700 cfm Evaporative cooling unit

NEC—72—AC7OI

Motor starter

NMS— 12—AC7O 1

Disconnect switches

NDS— 12—AC704

NDS— 12—AC705

NDS— 12—AC706

J 4700 cfm Evaporative cooling unit NEC— 12—AC702

Reinforced concrete base

Motor starter NMS— 12—AC702

NOTES

Far general notes, reference drawings, and symbols, see 1292—0—4804.

For designations, see 1292—0—1957.

Far concrete general notes, see 1292—0—4025.

REFERENCE DRAWINGS

General notes, reference drawings, and symbols, see 1292—0—4804

Designations, see 1292—D— 1957 Concrete general notes, see———— 1292—0—4 025 Lighting systems, see 1292—D—42J2 Structural design, see 1292—0—4004 Outline and reinforcement design plan and sections, see 1292—0—4026 Floor plan, elevations, and sections, see 1292—0—4641

5—78~~t AD~D~GREL

0—DUO. I

ALWAYS THINK SAFETY ~

UWI7ED STAlES

DEPARIMENT ~ ONE INIERIOR

BUREAU OPREDL4M.4TION

DESALTING PLANT

SULFURIC ACID ST EAREA, AND COMPRESSOR BUILDING

HEATIN, NTILATING AND

AIR—CONDI INC SY~STEMS

p

DESIGN TECH APPRZ~L~R

suswmoo LEO!._~

CHE~~~NN~ pp~W~ANDERSEW~’%~ BO7VNE11 O,ru smccr Mc

C400SESIEM C400 FILENAME ‘~“~ ~

1 292—D—4808

N

J

Flexible connector

(4814) E1> ._— 965 x 1170 Stationary louver Slope / 915 x 915 Backdraft damper

1 Ct <iD

D

1/2W Dia. water supply for evaporative cooling unit

Thermostat NTQ— 12—AC702

Flexible connector

-ci’ s orage area

Stat lana ~ Dia. water supply far 965 x 1170 Stationary louver JE (4814) evaporative coaling unit

PLAN

1000 0 5000

I I I I I 1:50

I I ~ ADDED CONTROL ROOM AND REMORED PUMPS.

INFOR ATIONO LY

I 12~2—U—4~U~”

5 4 3 2

Externol light

Personnel door

— 4407 [14’—5~]

~I I B

Top of curb, EL 38.870

Design

ALWAYS THINK SAFETY

UNITED STATES

DEPAR7MEN~OF TIlE INTERIOR

8UREAU OFRECLAAL4TION

COLORADO R BASIN S.4LINIrf CONTROL PROJECT

TITLE 1 OIVISIO ES.4LTING COMPLEX UNIT - ARIZONA

YUMA D TING PLANT

WQIC BUILD EXPANSION

BUILDING EL ONS

4 3

5 4 I I 3 1292—303—6292

1 1/2” Dia PVC drain line (buried 12” mm.)

New reinforced concrete apron, top edge to match existing apron i••—r- ~

#4 (grade 60) Rebar @ 18” ac. e.w.

with .3” cover (Typical)

D

Existing concrete apron

Existing concrete pipe trench

Core drill .3” dia hole through side of pipe trench far 1 1/2” dia PVC drain line (elbow down and terminate). After drain line installation pack cared hale with nan—shrink grout

Connect 1/2” Dia capper tubing to existing service water line New reinforced concrete apron, 43’—O X 6’—6” X 8”

1/2” Capper service water line, 1/2” Copper service water line See NOTE2

SOUTH ELEVATION (6291)

1 0 5 10 1,1,1 I I I I I

New reinforced concrete apron

.3/4” Dia capper drain line

SCALE OF FEET

SCALE OF FEET

DETAIL 2

5/8” Expansion joint material

Existing concrete apron

Existing concrete stem wall (metal wall panel section nat shawn)

SCALE OF FEET

1 3

#4 (grade 60) Rebar 0 18” o.c. e.w.

with 3” cover (Typical)

NOTES

1. Elevations are in meters unless otherwise specified,

2. Fasten service water line to concrete apron.

INFORMATION ONLY

IIII..?

— (6291)

ALWAYS THINK SAFETY

SCALE OF FEET

UNI7ED S14705

DEPARI5,’ThTQF DIE IN7FRICR

BUREAU OFRECLAAMISON

0 RIVER BASIN SALINITY CONTROL PROJECT

TITLE 1 SION — DESALTING COMPLEX UNIT — ARIZONA

Y ESALTING PLANT

WATER QUA IMPROVEMENT CENTER

EVAPORATIVE AIR CO SYSTEM MODIFICATIONS

SOUTH ELEVATION, S ON AND DETAILS

DESIGNED 3~!iWI TECH.APPR’S~9!~

~54I4W — — SUBMITIED — &

~4OD SEDIGN 1500 FILGN’JfE

ARIL19~

4 3

5 4 3

REFERENCE DRA WINGS

1292—303—5374 (Site plan, evop cooler mod) 1292—303—5376 (Section A—A) 1292—303—5377 (Section 8—B) 1292—303—5378 (East elevation) 1292—303—5286 (Site plan, WQIC)

NOTES:

1. Contractor shall provide oil moteriols, equipment and labor to furnish and install two (2) new evaporative air cooling sidedraft units w/264’~ x 26k” duct outlet openings and dual inlets;

golvanized duct ing w/1 and ~ insulation as shown, and hangers to be spaced as per manufacturers recommendations.

2. Contractor shall make electrical, service water and drainage connections for new evaporative air cooling units.

3. Contractor shall test the new evaporative air cooling units and shall be responsible for all corrections in the event the units do not operate.

4. See drawing 1292—303—5376 for Section A — A

—5377 for Section B — B —5378 for East Elevation

5. Contractor shall also construct new concrete apron extension.

6. The Contractor shall core drill through east end of Trench /1 for 1~w cooler drain line.

7. See drawing 1292—303—5286 for listing of WQIC building drawings.

1292—303—5375

D Concrete apron 3 000 wide

C

B

A

INFORMATION ONLY~

ALWAYS THINK SAFETY

~%qb%~ ovr9,~meNTw IHE INSRICR8u,qfAU ~RECLAM4TIC.’~

COLORADO RIWJ? &ASIN SALINITY CONTROL PROJECT

TITLE I DIVISION — DESALTING COUPLES UNIT — ARIZONA

YU744 DESALTING PLANT

WATER QUALI’1v IMPR0~MENT CENTER

EVAPORATIVEAIR COOLIEJO TEM MODIFICATIONS

PARTIAL P N

DEsIcNED__~_t2_~_E!i!s IH.AAL__Jt~ cHEcKEo -cllIrFo’Ircve4Ic.4L sERvicEs OIviSiCij

-~,~ ICROO FSLLR4WE

~ .. I l292—J3—~~ 2 2 ~~~ ~ ~ ~ESr2Cf5 ~,WE2S. 19961 1292—303—5375

5 4 3 2

NOTES

1. All dimensions ore in millimeters unless otherwise specified.

2. All elevations ore in meters unless otherwise specified.

.3. Field verify all dimensions.

INFORMATION ONLY

ALWAYS THINK

UNIIED STAlES OEPAR77.4ENT OF INE INTh71IOR

BUREAU OFRECLAM4TION

C 0 RIVER 5ASIN SALINflY CONTROL PROJECT

TITLE 1 0 SION — OES4LTING CoMPLEX UNIT — ARIZOi~L4

Vt) ‘~ES.4LTING PLANT

WQIC ~1~4~ING EXPANSION

EVAPORATIVE A~rf),1, TA#~ c~v’

- - lECH. APP

--~ SUBMITlEO~.!~!~_

- Alkh~iWIgff PC AFPRO~EQ - ~ -

~JL

J F-

Existing building Added building extension

38 mm Grout pod

SECTION A—A

(See dwg 5785 for evaporative air cooling system supply and drain piping) boo 0 I I