LEGEND CIVIL SYMBOLS

+Ow ~

~~

-+I!~

'r

BENCHMARK INDICATOR

CONTROL ELEVATION INDICATOR

MONUMENT NO=SEOUENTIAL DESIGNATION EL=ELEVATlON

BORING INDICATOR NO=SEOUENTIAL DESIGNATION EL=ELEVATION

EXISTING ELEVATION INDICATOR

FINISH ELEVATION INDICA TOR

EXISTING PROPERTY CORNER INDICATOR

or- NEW PROPERTY CORNER INDICATOR

PROPERTY LINE INDICA TOR

TOP OF SLOPE

TOE OF SLOPE

- -­ -­ SURFACE DRAINAGE

/­ - ....£l, __ / EXISTING CONTOUR EL=ELEVATION

FINISHED CONTOUR EL~ELEVATION

7~~1Y

W'·uw

"co

-co ..

UNDISTlJRBED EARTH OR TlJFF

SELECT COMPACT FILL

ROCK

COURSE POROUS FILL

FINE POROUS FILL

VAULT

PULL BOX

MANHOLE

CLEANOUT

DOUBLE CLEANOU T

FIRE HYDRANT , VAL VE WITH ABOYIE GROUND INDICATOR

DISTIRIBUTION SYSTEM CWR (CHILLED WATER RETURN) CWS (CHILLED WATER SUPPLY) ETC. PER MECHANICAL SYMBOLS

SEWAGE AND DRAINAGE SD=STORM DRAIN SS=SANITARY SEWER

POWER AND COMMUNICATIONS C=COMMUNICATIONS P.POWER T=TELECOMMUNICA TlONS

i>.ATtRIAl END SECTION

CJca- CATCH BASIN

HEADWALL

OYIERHEAD LINE SUPPORT

U=UNDERGROUNO O=OYlERHEAD

-X---X­ BARBED WIRE FENCE (SECURITY FENCE)

CHAIN LINK FENCE

INDUSTIRIAL FENCE

UTILITY MAPPING SYMBOLS

~\

•-­H

@

Ii>

•.. -I"'l

o :>

--­00

• E-­

o -0

<l>

MANHOLE W /NUMBER

POST INDICATOR VALYIE

GATE VALYIE

METER

REDUCER

PRESSURE REDUCING VALVE

FIRE HYDRANT

CHECK VALVE

PIT

PUMPER CONNECTION

ANODE

CAPPED LINE

EXISTING LIGHT POLE WITH FIXTlJRE

ELECTRIC POLE

GUY WIRE

UNABLE TO LOCATE

UNABLE TO FIELD VERIFY NUMBER

UNABLE TO Y1ERIFY NO.• SIZE AND/OR MATERIAL

SANITARY SEWER MAPPING SYMBOLS

• --.. ~

~

SANITARY SEWER LINE. GRAIilTY

SANITARY SEWER LINE. FORCE MAIN

SANITARY SEWER LINE. TREATED EFFLUENT

CLEANOUT

DOUBLE CLEANOU T

HOLDING TANK

SEPTIC TANK

LEACH FIELD

LIFT STATION

AIR INJECTION S TA TlON

~ AIR RELIEF STATION

D DISTRIBUTION BOX

-ICI­ PLUG

WATER SYSTEM MAPPING SYMBOLS

00

o I~

@§

@

100-0001

~

WATER LINE

AIR REUEF VALVE

YARD HYDRANT

BUTTERFLY VALYlE

FIRE PROTECTION INDICATING VALYIE NUMBER

FIRE PROTECTION GA TE VAL YIE NUMBER

BLOCK VALVE NUMBER FIRE HYDRANT NUMBER

WA TER SYSTEM BLOCK VALVE NUMBER

(NOT All. SYl4iPtS WILL APPLY TO THIS PROJECT)

GAS SYSTEM MAPPING SYMBOLS

GAS LINE

~ PRESSURE REGULATING VALYIE

i9

.,f'\..

PRESSURE RELIEF VALYIE

TEST LEAD

KEROTEST INSULA TOR

TEST PLUG

--t[}­

o GAS KEY VALYIE INDICATOR

GAS SYSTEM VALVE NUMBER

FIRE PROTECTION MAPPING SYMBOLS

WATER LINE

EB AUTOMA TIC SPRINKLER RISER

Em ARE CQNTlROL PANEL

m CARBON DIOXIDE SUPPRESSION SYSTEM

Eil:B HALON CON TIROL PANEL

• DRY CHEMICAL SUPPRESSION SYSTEM

~ KEY BOX

[]ffiffi] STAIR WELL

STRUCTlJRE LOCATION MAPPING SYMBOLS

r-­r -=-l -.:.' I UNDERGROUND BUILDING

PARKING AREA

~ PAYIED ROAD

'/ ::::: ~ ::::: -j GRAY1EL/DIRT ROAD

/' ~ " ./ DIRT TRAIL

CONCRETE

- -­ -----wr - - EXISTING PAVING

---""----­-0­ GATES

NUMBER

--; f----II----II-­

DOE/TECHNICAL AREA BOUNDARY

RE TAINING WALL

EARTH BERM

~ SIDEWALKS

EXISTING CONSTRUCTION/FEATlJRES

*-----* EXISTING TO BE REMOVED

MATCH LINE

-------­ DRAINAGE BASIN BOUNDARY

- - - - FUTURE CONSTIRUCTION

-­ - -- CENTER LINE

o ~ ~ EXISTING TREE/TREE LINE

[] GRAYIEL

~--~ EXISTING SILT FENCE

~ . ·1 GRASS

ABBREVIATIONS AL

APPROX

BLDG

CB

CI

CLR

CONC

CCP

CT

CTR

CTS

CU

CW

CMP

DIA

01

EW

EB

£lEC

EP

EL

EXST

FN

FIN FL

FIN GR

FLG

FLR

FT

FM

GPM

GALV

G

HPT

HPG

HWIL

HORIZ

HP

10

INV

IB

IRW

LF

LPT

MFG

MAX

ALUMINUM

APPROXIM A TE

BUILDING

CATCH BASIN (DROP INLET)

CAST IRON

CLEAR

CONCRETE

CONCRE TE CYLINDER PIPE

COOLING TOWlER

COOLING TOWlER RETlJRN

COOLING TOWER SUPPLY

COPPER

CHILLED WA TER

CORRUGA TED METAL PIPE

DIAMETER

DUCTILE IRON

EACH WAY

ELECTRICAL BOX

ELECTRICAL

ELECTRICAL PROTECTION

ELEVATION

EXISTING

FENCE

FINISH FLOOR

FINISH GRADE

FLANGE

FLOOR

FOOT

FORCE MAIN

GALLONS PER MINUTE

GALVANIZED STEEL

GAS

HIGH POINT

HIGH PRESSURE GAS

HIGH WATER LEYIEL

HORIZONTAL

HORSEPOWER

INSIDE DIAMETER

INVERT

IRRIGATION VALYIE BOX

IRRIGAnON WATER LINE

LABNET

LINEAR FEET

LOW POINT

MANUFACTURER

MAXIMUM

D06.llGND OWG

NO

MJ

MIN

NC

NA

NO.

DC

00

MECHANICAL JOINT

MINIMUM

NORM ALL Y CLOSED

NOT APPLICABLE

NUMBER

ON CENTER

OUTSIDE DIAMETER

OS AND Y OUTSIDE STEM AND YOKE

OP

P

PL

POD

PE/POLY

PVC

PIV

LB

PSI

PP

PRV

PLS

PB

RAD

RAIW

RGLTR

RD

RLW

SS

5S FM

SCHED

SHT

STA

STIL

TIJ/TEL

TC

TG

TSE

TYP

Y1ERT

VCP

WTIR/W

WIL

OYIERHEAD POWER

PIPE

PLATE

POINT OF DELlYlERY

POLYETHYLENE

POL YVINYL CHLORIDE

POST INDICATOR VALVE

POUND

POUNDS PER SQUARE INCH

POWER POLE

PRESSURE RELIEF VALYIE

PURE LIVE SEED

PULL BOX

RADIUS

RADIOACTlYIE INDUSTRIAL WASTE

REGULATOR

ROOF DRAIN

RAIDIO L1QUIO WASTE

SANITARY SEWER

SANITARY SEWER FORCE MAIN

SCHEDULE

SHEET

STATION

STEEL

TELEPHONE

TOP OF CONCRETE OR CURB

TOP OF GROUND

TlREA TED SEWAGE EFFLUENT

TYPICAL

VERTICAL

VlTlRiFlED CLAY PIPE

WATER

WATERLINE

NOT FOR CONSTRUCTION

OATE CLASS

REV. REVlSlONS loWN iDES IC"KD i." ISUB IREC

() CHAVEZ-GRIEVES CONSULTING ENGINEERS INC.

\.)V ARES Corporation

TA-53 RAIDOACTIVE LlOUID WASTE TREATMENT PROJECT

CIVIL: LEGEND

BLDG. 945 SU8MITTtO

DIEPOLDU-t

Lo~ CLASS!f ICA110N REVI£Yt£R

PROJECT 1.0. NO.

18649

TA-53

I APPROV£O roo RELEASE ~~

S. HANSON

LOlli ."10,....0'

DRAWN It. 9RICENO

DESIGN J. MIWNGTON

GRIEVl:S

J. FRA.:R

Is OF

DATE

REV.

6

:!l o "''''I ~ >:

~ci~~ J~~r!. :J..." .. N .. 1D6 I

g8~~ .. , ..

row,,> o~.z:w """>t...wcr

--- ---

--

--

---

--- ---

--

---------------

- - -

(IN

I I -­-­

69\O-~

30.00'

"­"­

"­"­

02

' ­ -­

r--­ _ ...... "-,,­

"­

---1­

-

" "-­ -­-" " " " -

~ --~--

_ ,_ ' ov'?- 9c<V'?­

-­-­

--6 115

_fl""

-­

'it

,'>i \>'' v'" ":v~-""~.o<)

tl.O"-::fJ::.«'~ ""\.... ......'--- '

-, " ­

KEYED NOTES

CD ASPHALTIC CONCRETE PAVEMENT, SEE

SAWCUT EXISTING PAVEMENT BACK 1

CD 8" WATERliNE-ANOTHER PROJECT.

4" RLW LINE-ANOTHER PROJECT.

® FIRE HYDRANT-ANOTHER PROJECT.

CD 6" GATE VALVE AND 8"X6" REDUCER­ANOTHER PROJECT.

CD 3" WATERLINE

CD RIPRAP, 5'-0" ON HIGH SIDE, 10'-0" ON

LOW SIDE BY 20'-0" LONG, SEE @ CD 4'-0" WIDE CONCRETE SIDEWALK, SEE @

-"- __ _'690, '_ ...... ­

-

--' -

-

.- -- ­

-6905

NOT FOR CONSTRUCTION

ClASS NO OATE REVISiONS OWN DES CHKO REL SUB REC APPREV.

. ..~~ .._._.. l ...~ ___. ___ C-­

(SjHAVEZ-GRIEVES CONSULTING ENGINEERS INC.

ARES Corporation

"­"­ ,

T A-53 RAIDOACTIVE LIQUID WASTE TREATMENT PROJECT

DRAWN

OESIGN

CHECKED

A. BRiCENO

- ­J. M!WNCTON

8, PONDER

CIVIL: GRADING AND DRAINAGE PLAN REL£ASEO D. GRIEVES

BLDG. 94!) SUBMlrrEO

P. OIEPOLOER -- ­

TA-53

IAPPROVED FOR REL..f.ASE

S. HANSON

ClATE 09-21.-98

I:p~:~: fOR RELEASE -

U·'020 '0~ N

'='"n@GRADINGAND_DRAINAGEPLAN 1-. Los A~©l.mos Lo. "'.mo. N,lion,' ~bc'."'YLOI NotnO$, New IoIclloc:a 87~1!) Ie

CLASSIFlCAnON REVlEWER DATE

L-__________________________________________________________________________________ xxxx

PROJECT 1.0. NO.

18649 C52076

• •

3" ASPHALTIC CONCRETE PAVING IN TWO LIFTS 00000000

00000000008" BASE COURSE COMPACTED o 9SX ASTM D-1557 "(' .

RIPRAP .. 5'-0" 'MOE ON HIGH SIDE, 10'-0" 'MOE~ 12" SUBGRADE COMPACTED

@ 957. ASTM D-1SS7 %~0~09IY, S6~~T~~I~Q.-OO" LONG, 10" GRANULAR FlLTER ~A TERIAL

ASPHALT PAVING SECTION (i:\ SCALE: NONE

f'

TOP OF CONCRETE

TOP OF CONCRETE

1/2" EXPANSION JblNT

GROOVE~ 1/3 DEPTHV, 'MDE OF SLABCUT IN FRESH CONC­

RETE 'MTH EDGER

EXPANSION JOINT SECTION ® CONTRACTION JOINT SECTION SCALE: NONE C3 SCALE: NONE

~t z'

~~~~ "~Ill:.~§~l! ~2~~

J

/EXPANSION JOINT, SEE (f\ /' 4'-0' \B7

", /i

1/4"1FT SLOPE I 3/4" CHA~FER ALL'" ~£XPOSED EDGES'3 z

'5 <D

4" S"X8"TlRNDOWN

COMPACTED SUBGRADE

NOTE: CONCRETE SHALL BE 4000 PSI AT 28 DAYS,

SIDEWALK AND JOINTS (C'\ SCALE: NONE \8)

I-

1;j [l5

':l <D

~ '" ;!

1/2" EXPANSION Ji:JlNT

EXPANSION JOINT SECTION AT IMMOVABLE OBJECT (f\ SCALE: NONE

NOT FOR CONSTRUCTION

006)DEI Lowe

CLASS

REV, LI_____, R~S!ONsNO I DArt

CHAVEZ-GRIEVES CONSULTING ENGINEERS INC,

ARES Corporation DRAWN A. BRICENQ

TA-53 RAIDOACTIVE LIQUID WASTE TREATMENT PROJECT

CIVIL: DETAlLS

BLDG, 945 SUB~ITITD -----------.~~~

Los ClASSIFICAnON

PROJECT I.D, NO, DRAWING NO,

DESIGN

CHECKED

RElfASEO

DATE

18649 C52076

J. MIWNG10N

8. PONDER

O. CRIEVES

09-22-98

REV,

I

o I

1;;

3)

0 I

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,c-­0 I

N

'I 0o II . • IX)

~ ....

~

2'-0· 6'-9"Inl" "I"

~ .. ,,+ I

F.F.

\

\ \

\

SLOPE

\ \

\ \

\ \

\ \

12'-0·

\ \

\ \

e I J~\ ~

+~,t]?'

\ \

\

-I"

\ \

I

S'-9­......

i ~l

12'-0·

I

/0

+¥.t~~

/ /

/ /

I /

/ /

/ /

/

I

6'-9"

Ie ~

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/ /

12'-0'

/ /

/ /

/ /

/ /

/ /

/

r +~.t~~

/ /

/ /

/

/ /

/

I

6'-9' 2'-0·

~F.F.

SLOPE

, I I (;)

'\~~~~~~~~~~::==~=ttr~~~~~====~~A~ "~-=t=-

f­ -I-'~ - SLOff­

/ /

/ /

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SLOPE

i . o

I

~

o

~ Lc-1 84.5+

i V F.F.

r----i ~ I ~ ~ I II IL ____ .J

~ e ~I==

"-0· ...J

20'-0'

65'-0'

B

@ FOUNDATION PLAN

~I ~ \::..}

SLOPE

I

I 1

I I

I ~ ~l-- ~lllil I

CF.F,

"-0·

\'-0'-""'-.:::'"

45'-0'

...J.. 0©

ooelSI.DW,

GENERAL NOTES

I. FINISHED FLOOR ELEVATION m 100.0' DATUM - XXXXX' MSL (SEE SHT. C3.) ALL ELEVATIONS ON THIS SHT. ARE MEASUREO fROM FINISHED FLOOR ELEVATION a 100.0' DATUM.

2. T.O.C. - TOP OF CONCRETE ELEVATION

J. F.F. = FINISH FLOOR ELEVATION

KEYED NOTES

o CONCRETE HOUSE KEEPING PAD.

CD 2'-0" SO. X 2'-0· DP. SUMP PIT WI GRATING COVER.

CD ACCESS HATCH ABOVE

CD 8· CMU SHIELD WALL

(]) ACCESS LADDER

fL-# 'I v¥,A1t0

NOT fOR CONSTRUCTION

NO I DAIf Ic~~ I RE'VISIONS TOWN 001 CHICO IREt ISUB IREC 1­~HAVEZ-GRIEVES CONSULTING ENGINEERS INC.

~ ARES Corporation

TA-53 RADIOACTIVE UQUID WASTE TREATMENT PROJECT

STRUCT: FOUNDATION PLAN

BLDG. 945 TA-53

ORAWIf-CHECl<EG

REl£ASED

DAT£

D. HEPPlER

B. GRIfTIlH

L. WEBSTER

D. GRIEVES

Oe-U-QB

,_ • ",wIlED rOif'RElEASt

J. fMII[JII APPROVED fOIl RElEASE -­ ......'".,"nn;~,"~...

S. _SON

SUBt.InTEG

P. DlEPOI.Il£R

j

I ! ~

! i I

I

I

Los Alamos ..... Alamo. Hotl_ laborolcty lOI: Altum., N.. "Ideo 87M5 ~S 1 OF

~SlFlCAllOH REVIEWER DATE

PROJECT 1.0. NO. DRAWING NO, REV.

18649 C52076

100.0' 0 ~ ~ j. 100.0' \ / T.O.W. .;. V J V Y ,. T.C.W. \

I 'I ( ( '> \ ~ ~

------~------------------+ ..... .....

d ~ ~ d d o m 1111 0 0

+------.;:..J...---I(II ," ----;,:-1-------------1­o 0 0 • I I ~ ~ ~

• 0 0 0 o ____~~---------------~ ~ ~ 10 Z 10 Z .... 51 'Q 51 'Q 51

:::> ....:::> ....::> Q.. ~ Q.. ~ Q..

---~----------------------~. . ,'" '" '" - f-\

~ i J V J \J !;;

~ ~ ~ r I-I [SJI ·'~'i\ ~. ~ I~ -11 10s::rr ­ 0 \ - 0) r;:l • ~ __ 0 106.J3'~ - ­T.O.W. \ .I 99.S' .I ~ al GO <l .I / T.O.W.

I') F.F. \ I') I')

)- ,­ wu I~(). 6 0 LU 0 0 t­,j1/i SLOPE 6 WI6xJl tfl rt'tr;.', W16x26 ;.', : ~ WI2x16 b

;:~·~gATUMN) ~ a:r1 w ~- J ~ .~ ~ W12X16. r l- f-\V . I ..

~ Wt6xJl ~ W16x26 I' , I V o tV j IMII ; ~! ~ ~ i T WI2xl6 I ~ ~ i i W16XJ11yl t. ~ i W16X26.... ii; ! I 17'\

\J _ / '" I Y i I ..c W12.16: ~~

I (9---' W16x26 ;., '" '" Iwi", I Q.. W16.31 I I

10000' 9 I lY' I W12.16 I

. F.F.' ~12J-- "'.LO Y - J Ii­ 0 rlI I . 10 I I ;rF I I.... r L.. --:;., ----..111 T)­ I k__I._________________ 1 I "j'

L --~ :8~i3~'N) / I "'JV i cv--/ I

I ~'-o' "­ ,,'-,' ~L ",-~ ! 65'-0·

® B © -D I

OOfJ3S2.OW,

GENERAL NOTES

1. FINISHED FLOOR ELEVATION ~ 100.0' DATUM - XXXX' MSL (SEE SHT. C3.) ALL ElEVATIONS ON THIS SHT. ARE MEASURED FROM FINISHED FLOOR ELEVATION; 100.0' DATUM.

2. T.O.W. a TOP OF WALL ELEVATION

3. F.F. = FINISH FLOR ELEVATION

KEYED NOTES

CD 6" CONCRETE SLAB ON GRADE

CD 6" CONCRETE SLAB OVER 1 1/2" 22 GA. COMPOSITE STEEL DECK 7 1/2' TOTAL THICKNESS. F.F. EL. .. 100.0' (DATUMN)

CD METAl ROOFING BY METAL BUILDING MANUFACTURER.

CD CAST IRON MANHOLE COVER 2'-6" X 2'-6'.

CD S' CMU SHIELD WALL ABOVE.

CD FLOOR DRAIN

(j) METAl BUILDING COLUIANS, TYPICAl OF 8 BY METAL BUILDIN(; MANUFACTURER.

CD ACCESS HATCH J'-O' X 3'-0'

CD STEEL LADDER AND PLATFORM.

<!§) 6' X 6' CONCRETE CURB.

NOT FOR CONSTRUCTION

010.1£ ClASS

Rl'V. RE\I!SIONS CHl<D I MEL Isue I R£C lAPP

~HAVEZ-GRIEVES CONSULTING ENGINEERS INC.

~ ARES Corporation ---------- ­

TA-53 RADIOACTIVE UQUIDWASTE TREATUENT PROJECT

STRUCT: FLOOR fRAMING AND LOW ROOF FRAMING PLAN

BLDG. 945 SUBIi!ITTED

11... lllllllilii&1ER

TA-53 APPROVED f'Oft 1W£l.SE

s. ~SOtf

Los Alamos t: =. ':.""=!.~'l RElIIEW£II

PROJECT 1.0. NO. DRAWING NO.

-DESIGN

CHECKED

RELEASm

OIo.TE

18649 C52076

D. HEPPl!R

9. GRlmTH

L. WEBSTER

D, CRIEVES

OV-23-QS

DATE

REV. ~ GROUND LEVEL PLAN

B <$)~ i 45'-0' 1 3'-0'20'-0'

I 22' 6"

'" '"' ~G" - T ~ '~~o I

._----­

c:v-..5 CD---....

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3

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. ­

@HIGH ROOF FRAWING PLAN

12

CD----11 n ~III I~ I

F. EL.

~~\

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8

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" '1 F~EV./\\t. r IIII I I ~ ~SEESI

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I STORAGE TANK

\ r ,L@ -----,1=-1__-.::::~_=_ BUILDING SECTION f'A:'.,. 1/4" - 1'-0·

C?J I

cp I

1

i i I

5

___ - I I

1\

1/ I

103.5'

~Tlf.W:

100.67. BM BRG

--<D

xtVAULT F.F. ELEV•• VARIES SEE SI

GENERAL NOTES

1. FINISHED FLOOR ELEVATION '" 100.0' DATUM - XXxx' MSL (SEE SHT. C3.) ALL ELEVATIONS ON THIS SHT. ARE MEASURED FROM FINISHED FLOOR El.EVATION 100.0' DATUM.

KEYED NOTES

CD S12X31.8 MONORAIL CRANE BEAM

CD RIGID FRAME BENT BY METAL BUILDING MANUFACTURER.

NOT FOR CONSTRUCTION .r-----------~--.-.--.--._.__.~

NO DATE 10:: I REVISIONS IOWN IDB ICl<1<O IREI. ISUB lREe 1_

~HAVEZ-GRIEVES CONSULTING ENGINEERS INC.

~ ARES Corporation

T~-35 RADIOACTIVE UQUID W~STE TREATWENT PROJECT

OAAWN D. Iif'PPl£R

D£SlGM e. CRIffllH

CH£CICl:O L. WEBSTER

fTRUCT: HIGH ROOF FRAMING PLAN AND BUILDING SECTION O. <lR£VES

BL~G. 945 TA-53 0I-2J-1Il! APPR{M'O rOI: "Et.£AS[

P. ~~R ~ ~

Los Alamos t: =.:..~~ C!.ASSIF'lCIIlIOH U R£'\IIOmI DATE

PROJECT 1.0. NO. DRAWING NO.

1R649 REV.

Q) ROOF PURLINS

G) WALL GIRTS BY

® METAL ROOFING

CD SEE SHEET SI

CD SEE SHEET S2 ROOF FRAMING

SEE SHEET S1

BY METAL BUILDING UANUFACTURER.

METAL BUILDING MANUFACTURER.

AND SIDING BY METAL BUILDING MANUFACTURER.

FOR FOUNDATION INFORUATION

FOR GROUND LEVEL FLOOR FRAMING AND LOW PLAN

FOR STAlR SECTION AND DETAILS

--

S .. <:I I

'!" ~

• I :!

s .... 1.'.

~ · .., ....•

{ I Ir.-r

I

Llxlx1/4".o'-3" WI W;:B~ ANCH wi

tA\ 3/4".1'-0" ~

030 6" I' 2' 3',- _. -.

..

MCI2.10.8

3'-0" ----~==~~~~------------~-----

~

....... t= ........ II

12 1/202 1/2.1/."

tWf/~(.r~;sso WI

3/16"

~~~

3/4"= l' -0'

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Los Alamos LOI Name. H.UonoI I.<lborGl<>ryLo. .AJomo., Nt. "'xc 81545

CtASSIf'Ii:A11ON REV1£WEII

PROJECT I.D. NO. DRAWING NO.

18649 C52076

!l.'.TE

a 1111:.-.05 • 9" • 6'-9"

NO OIITI:

e

NOT FOR CONSTRUCTION

cuss R!II. REVISIONS OWN ID£S ICHKD IREI. ISUB IREC lAPP

~HAVEZ-GRIEVES CONSULTING ENGINEERS INC.

~ ARES Corporation ---.----.-------~

TA-53 RADIOACTIVE LIQUID WASTE TREATMENT PROJECT

DRAWl! O. HEPPt.£II

DESIGN B. CRlf'F'ITH

CHECI<£!) L. WEBSTER

IIEl£ASED 0. GRl£\ItS

DATE 011-23-08

SUBIAfTIID APPIIOV£l) FOR RELEASE

l. W£aSn:R

REV.

Cf

4

12

1 1/2r--­ ;:GD~----------------~- ,

Cf;3 12 I

~11/21

CD

+l~ • ~IIII( iir: c::' uJilllllllllllll~I". >0"" ff "-+

I I IL______ ____________ _____________ ___________ __________ _~

WEST BUILDING ELEVATION ___---'fA\ 1/4" - 1'-0'

~~~~~~ ~ I I

m n 4! 12 I

F.f. ElEV. + VARIES SEE SI

~I ~ ---"'1' ,

• >oM f.~ .'I~111lI1IW~11 5 --=="

+r.r. ELEV. I

VARIES SEE SI :.­ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~

EAST BUILDING ELEVATION 1/4" .. 1'-0'

VAULT f.f. ELEV. + VARIES 5EE 51

ooelS!.OW'

GENERAL NOTES

1. fiNISHED fLOOR ELEVATION 100.0' DATUM - XXXX' MSL (SEE SHT. C3.) ALL ELEVATIONS ON THIS SHT. ARE MEASURED FROM fiNISHED FLOOR ELEVATION - 100.0' DATUM.

KEYED NOTES

CONCRETE WALL

METAL SIDING

fACIA

CD METAL ROOFING

CD fiNISHED GRADE

NOT FOR CONSTRUCTION

NO I DATE ClASS

REV. RfVISIONS OWN IDES ICHl<D IR£t Isua IREC 1_

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KEYED NOTES

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ANAlYSIS AlARM

CONDUCTMTY CONTROLI NTIAL

d]!rFJr'\tR CTION

ELECTRIC ELEMENT

FLOW

GLAS6~r'NG HAND ~UAlLY I I HICHINIT TEO)

INDICATOR

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