REMEDIATION OF RAYMARK INDUSTRIES, INC PART OF THE … · 2019-12-07 · of steel pipe piles"...

8

DD

SCALE: 3 / 8 " = 1 - 0 " (SEE NOTE 7 )

NOTES:

1. RELATED SHEET REFERENCES: C-043 GENERAL ARRANGEMENT PLANS TREATMENT BUILDINGS. C-044 PIPING DETAIL TREATMENT BUILDING C-046 ESGC SYSTEM PIPING PLAN P-003 PIPING k INSTRUMENTATION DIAGRAM-EASTERN TREATMENT BUILDING. P-004 ESGC SYSTEM-PROCESS FLOW DIAGRAM AND PIPING k INSTRUMENTATION DIAGRAM. S -00 3 STRUCTURAL /FOUNDATION DESIGN-TREATMENT BUILDINGS

2. VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO INSTALLATION OF MATERIALS AND EQUIPMENT.

3. REFER TO SPEC. SECTION 16060 FOR PIPING MATERIAL AND INSTALLATION DETAILS.

< 4. REFER TO SPEC. SECTION 11372 FOR BLOWER MATERIALS AND INSTALLATION

DETAILS. ALL EQUIPMENT SHALL BE NEC CLASS 1. DIV. 2. GROUP D CERTIFIED. EXECPT AS NOTED IN SPECIFICATION.

5. PIPING MANIFOLDS SHALL BE SUPPORTED AS SHOWN TO SUIT EXISTING CONDITIONS. ALL PIPING TO BE SUPPORTED, IN ACCORDANCE WITH SPEC. SECTION 15140.

FP-XXX/HV-XXX SHALL BE PRESO. SERIES B-PLUS 300. COMBINATION METERING /BALANCING FLOW DEVICE (VENTURI. FLOW SENSOR. WITH BALL VALVE). 3* NOM.. PIPE DIA.. FLANGED. PTFE GASKETS AND SEALS. PERFORMANCE:

FP-2XX/HV-2XX: 20 SCFM 0 40" W.C. VACUUM. 304 SST BODY (12 REQ'D.) FP-3XX/HV-3XX: 70 SCFM 0 50" W.C. CARBON STEEL BODY (12 REQ'D.) DEVICES ALSO REQUIRE PORTABLE FLOW METER GAGES. PRESO MODEL GM 0 - 2 FOR F P - 2 0 0 / P I - 2 0 0 (1 REQ'D.) PRESO MODEL GM 0 -10 FOR F P - 3 0 0 / P I - 3 0 0 (1 REQ'D.) REFER TO SPEC SECTION 16910 FOR DETAILS.

7. EQUIPMENT DETAILS SHOWN ON THIS DRAWING ARE BASED ON PRELIMINARY CATALOG DATA. AND REQUIRE VERIFICATION PENDING FINAL CERTIFIED MANUFACTURER INFORMATION. PRIOR TO INSTALLATION. ALL REFERENCE DIMENSIONS ARE SUBJECT TO CHANGE.

BB

474308

FOR CONTINUATION SEE C - 0 4 6

E A W 1 8 " DRIP LEG W / P I P E CAP 0 ISSUED FOR CONSTRUCTION 9/27/96 REV No DESCRIPTION DATE APPROVED

R E V I S I O N S

GROUNDWATER FOSTER WHEELER U.S. ARMY ELEVATION ELEVATION TECHNOLOGY SCALE: 3 / 8 " = T - O " ENVIRONMENTAL CORPORATION SCALE: 3 / 8 " = 1 - 0 " CORPS OF ENGINEERS GOVERNMENT SERVICES 470 ATLANTIC AVENUE Fffl

NEW ENGLAND DIVISION 223 IHJflNGTON-IEST CHESTER PKK BOSTON. MASS 02210 WALTHAM, MASSACHUSETTS CHADDS FORD. PA. 19317 (610) 568-2140 w

DESIGNED DRAWN CHECKED

REMEDIATION OE RAYMARK INDUSTRIES, INC MBW MBW JJT

SUBMITTED BY: PART OE THE RAYMARK SUPEREUND SITE RCRA CAP DESIGN

STRATEORD, CONNECTICUT PRINCIPAL OF A/E FIRM

ESGC EQUIPMENT LOCATION PLAN & DETAILS

SOLICITATION NUMBER: SHEET REFERENCE: DATE: SEPT. 20 . 1996

SCALE: AS NOTED DRAWING CODE:

P.E. STAMP FILE: 2311-P08.DWG SHEET 1 OF 1

8 7

P-008

8

GENERAL NOTES: —i-f I

1. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH•(—--} I- r" _.f.r+~i.i-. OF 4000 PSI IN 28 DAYS FOR PIPE CAP AND PILE PIPE.

2. REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARSr ; i1 a CONFORMING TO ASTM A615.

* ALL REINFORCING SPLICES SHALL BE CLASS 'B' TENSION LAP SPLICES.

F

J . — j 71 l o //

94-8

4. PLACING DIMENSIONS ARE GIVEN TO CENTER OF BARS WITH 2", 3" OR 4" COVER AS NOTED.

5. FOR PILE CAP LOCATION COORDINATES SEE DWG C-037B

K 4---+

i 6. STRUCTURAL FORM WORK AND CONCRETE SHALL BE IN ACCORDANCE

WITH SPECIFICATIONS 03110 AND 03310.

V — , f

'l-J—i T~" /

r Y - v -

1 11

REACTION PILES (TYP)

1^:2:-.-.v-

•I-4--4. V

N 634435.32 E 898314.09

7. STEEL PIPE PILES SHALL BE ASTM A252 GRADE 2 IN ACCORDANCE WITH "STATEMENT OF WORK FOR THE FABRICATION AND DELIVERY OF STEEL PIPE PILES", REV 0, DATED 2/2/96.

8. WELDING OF STEEL SHALL BE IN ACCORDANCE WITH AWS D1.1

9. CONCRETE QUANTITIES ARE SHOWN FOR REFERENCE ONLY. ACTUAL QUANTITY BY FIELD.

10. ANY PENETRATIONS IF REQUIRED SHALL BE IN THE T- 0 " THK AREA BETWEEN COLUMN STRIPS IN BOTH DIRECTIONS SEE SLAB REINFORCEMENT PLAN ON DWG S-002.

t- .L. I

^ > 11. LOCATION OF TEST PILE SUBJECT TO CONFIRMATION BASED ON PROBE

PILE DATA.

B li 12. THICKENED SLAB SHALL BE REQUIRED AT ALL PRODUCTION PILE

LOCATIONS.

N 634342.59 E 898195.32

PARTIAL

11 13

PLAN LOAD TEST PILE ARRANGEMENT ACTUAL LOCATION L ORIENTATION BY FIELD

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( PILE FOR SLAB REINF SEE

PLAN AT EL 12.00' SCALE: ' ' s ' ^ ' - O

E

o i

r— cr>

OPTIONAL - \ CONSTRUCTION JOINT

585 CU.YD. 462 CU.YD.

7'-4"

235'-0'

SUGGESTED CONCRETE PLACING PLAN SCALE: NONE

t PILE

4-A19 #6 EQ SP (RADIALLY)

(OPTIONAL BARS)

DETAIL SCALE: l " = r - 0 "

TOP OF CONC EL 12.00'

TYPICALUNLESS NOTED

SECTION AT SCALE: 1 " = r - 0 "

FOR PILE CAP REINF SEE DWG S-002

(RADIALLY)

3-A27 #3 @l'-6" TIES

PILE

TOP OF CONC EL 12.00'

COMPACTED GRANULAR FILL

TYPICAL SECTION AT REACTION

SECTION li , I r.n

SCALE: r = r - 0

FOR PILE CAP REINF SEE DWG S-002

PILES

REV No

ISSUED FOR CONSTRUCTION ISSUED FOR FINAL REVIEW REVISED PILE CAP CONFIGURATION ISSUED FOR 4025 APPROVAL REVISED PILE SPACING & TOP ELEV & DELETED CONICAL POINT DETAIL ISSUED FOR BID PURPOSES ONLY

DESCRIPTION

9/12/96 8/23/96 8/1/96 5/9/96 4/23/96 3/1/96 DATE

•ti

APPROVED R E V I S I O N S

(r

It

• A ,

- J

U.S. ARMY CORPS OF ENGINEERS NEW ENGLAND DIVISION

WALTHAM, MASSACHUSETTS

DESIGNED

GWU DRAWN

FS CHECKED RG

SUBMITTED BY:

PRINCIPAL OF A/E FIRM

>*»"«!!! '"#*

/&2B&&S

/^^M,

P.E. STAMP

W FOSTER WHEELER ENVIRONMENTAL CORPORATION 470 ATLANTIC AVENUE BOSTON, MASSACHUSETTS 02210

REMEDIATION OF RAYMARK INDUSTRIES, INC PART OF THE RAYMARK SUPERFUND SITE

RCRA CAP DESIGN STRATFORD, CONNECTICUT

PILE CAP PILE LAYOUT

DATE: SEP 12 . 1996

SCALE:AS SHOWN

FILE:S0000094.DGN

SOLICITATION NUMBER:

DRAWING CODE:

SHEET REFERENCE:

S-001 SHEET 1 OF 2

it--.il

C

u

BAR BENDING SCHEDULE LAP=K 0

4-A28*46l0

D

B

@12 T 2x1 SETS (2-A3 & 1-A4)

'6T

PLAN SLAB REINFORCEMENT ARRANGEMENT

SCALE: y=1'-0"

M • F DA C__L \ D E/H| J G B

J7 fK C

0 1/ a* — ^

© © '"" (u) ALL DIMENSIONS ARE OUT TO OUT

MARK QTY SIZE LENGTH TYPE A B C D E F G H j H K 0

A1 2550 #6 T.'-tlV 3 l'-0" !'-6" r-nW l'-6' l'-0" r-i" r-i" A2 130 #6 6'-5" 3 11V 2'-ll ' l'-6' l'-0' r-i" 8"

1620 #6 40'-0" STR A3

A4 336 #6 22'-8" STR

A5 142 #6 12'-8" STR

A6 44 20'-4" STR #6

A7 383 #6 13'-4" STR

A8 126 #6 33'-0" STR

#5 A9 885 40'-0" STR

A10 115 #5 21'-8" STR

32'-6" STR A11 42 #5

A12 45 9'-8" STR #5

A13 11 19'-4" #5 STR

A14 15 #5 35'-3" STR

A15 42 #5 21'-8" STR

#4 A16 303 40'-0" STR

A17 495 #4 13'-3" STR

A18 18 #4 22'-0" STR

A19 32 #6 l'-7'/2" 17 7V r-o" A20 27 #4 23'-6" STR

A21 4 #5 12'-0" STR

A22 318 #4 7'-6" STR

A23 45 #5 25'-6" STR

STR A24 115 #5 37'-6"

#6 A25 8 6'-0" STR

A26 1072 #6 5'-4" 3 8" 4'-8" 6"

A27 804 #3 3'-1l" T3 r-o" n" #4 STR A28 16 20'-0"

A29 10 #6 9'-8" STR

A30 20 #6 26'-8" STR

A31 30 #4 30'-0" STR

A32 2 #6 10'-4" STR

REINF BAR WEIGHTS: NOTES: #3 BARS 1200

1. FOR GENERAL NOTES SEE DRAWING S-001 #4 BARS 15600

2. SPLICE LAP LENGTHS: #4 BAR 2 ' - 0 " 48900 #5 BARS #5 WITH #6 BAR 2 ' - 6 " #5 BAR 2 ' - 6 " #6 BARS 168200

#6 BAR 3 ' - 0 " 233900 LBS

SEE PLAN c

3 ' -0" 3'--0"

t

& 4

o A * - i A- CQ ax - G H > <sj

ro ro ¥' <t I

uof

5-A1 »689i —^— 5-A1 #6@9 B EW * B " '

TYPE PC2 TYPE PC1 ."12-PLACES (FOR ORIENTATION SEE PLAN ON DWG S-001)

26-PLACES

TYPICAL PILE CAP REINF DETAILS FOR ORIENTATION AND LOCATION SEE PLAN ON DWG NO. S-001

SCALE :Y=l'-0" B

ISSUED FOR FINAL REVIEW (SECOND SUBMITTAL; 9/20/96

ISSUED FOR FINAL REVIEW 8/23/96 ^

REVISED PILE CAP CONFIGURATION AND REINFORCING 8/1/96

ISSUED FOR 4025 APPROVAL 5/9/96

GENERAL REVISIONS BASED ON PILE SPACING 4/23/96

ISSUED FOR BID PURPOSES ONLY 3/1/96

REV No DESCRIPTION DATE APPROVED

R E V I S I O N S

U.S. ARMY CORPS OF ENGINEERS FOSTER WHEELER ENVIRONMENTAL CORPORATION

NEW ENGLAND DIVISION 470 ATLANTIC AVENUE BOSTON. MASSACHUSETTS 02210 WALTHAM, MASSACHUSETTS w /

DESIGNED DRAWN CHECKED REMEDIATION OF RAYMARK INDUSTRIES, INC GWU FS RG

SUBMITTED BY: PART OF THE RAYMARK SUPERFUND SITE RCRA CAP DESIGN

STRATFORD. CONNECTICUT PRINCIPAL OF A/E FIRM

PILE CAP REINFORCING LAYOUT mm"m SOLICITATION NUMBER: SHEET REFERENCE: DATE: SEP 20. 1996

S-002 SCALE:AS SHOWN DRAWING CODE:

P.E. STAMP FILE:S0000096.DGN SHEET 2 OF 2 J 8 7 5

8

PREMIUM-GRADE, HIGH PERFORMANCE, 1-COMPONENT, POLYURETHANE BASE, NON-SAG ELASTOMERIC SEALANTWITH TOOLED SURFACE.

SEALANT GROOVE SHALL 6" THICK - 8'x4' CONCRETE PAD BE SAND BLASTED, BLOWN TYPICAL AT 7'-0" OUT, CLEAN & DRY BEFORE WIDE DOORS w/ WWF 4x4-W4x4 JSEALANT IS PLACED REINFORCING

6" THICK - 9'x5' SEE DETAIL 2 luON-ABSORBENT RIGID CONCRETE PAD

BACKING ROD TYPICAL AT S'-O" WIDE DOORS w/ WWF 4x4-W4x4 NOTE: REINFORCING

DISCONTINUE FLOOR CONTROL JOINTS SEE DETAIL 2 AT EQUIPMENT PAD LOCATIONS.

DETAIL f l \ SCALE: N.T.S. S-003 S-003

CONTROL JOINT

CONCRETE SLAB/WALL

V A

V/A7 C 7 LINK-SEAL ASSEMBLY STEEL PIPE SLEEVE, (AS MANUFACTURED CAST INTO SLAB

4" THICK - 4'x4' 6" THICK - 9'x5' BY THUNDERLINE CONCRETE PAD CONCRETE PAD CORP. OR APPROVED TYPICAL AT ALL TYPICAL AT 8'-0" EQUAL) PERSONAL DOORS w/ WIDE DOORS w/

MOISTURE "- ENHANCED WWF 6x6-W2.9x2.9 WWF 4x4-W4x4 SEPARATOR SOIL GAS REINFORCING REINFORCING DETAIL PIPE SLEEVE AND COLLECTION SEE DETAIL 2 4" THICK - 4'x4 SEE DETAIL 2 a±SCALE: 1/4"=1'-0" C-044 S-003 PENETRATION CONDENSATE BLOWER AND CONCRETE PAD PUMP PAD CONDENSATE TYPICAL AT ALL TYPICAL SLAB PIPING PENETRATION

PUMP PAD PERSONAL DOORS w/ CWW3 WWF 6x6-W2.9x2.9

REINFORCING SEE DETAIL 2 DD

S-003 EASTERN TREATMENT BUILDING WESTERN TREATMENT BUILDING 1/4*=1'-0" i/4"=r-oM

FIRST POUR SECOND POUR

LEVELING GROUT LESS THAN AT EQUIPMENT SUPPORTS TOP OF GROUT EL.O'-e"

(3/4" GROUT) CN

AT.O.C. EL0'-5 1/4" Zz

— #4 DOWELS ® 18' (TYP.) 4" MIN ^ DRILL AND GROUT

(3/4 " HOLE MAX AND EPOXY GROUT)

SECTION ^ 3 SCALE: N.T.S. S-003IS-003

OPTIONAL REBAR CONFIGURATION FOR NARROW PAD -8 " CONCRETE FLOOR SLAB

12"O.C.-E.W. 3/4' NOT

1. NO REINFORCING SHALL EXTEND THROUGH CONSTRUCTION JOINT EXCEPT AS NOTED ON SECTION 2. (SLAB REINFORCING NOT SHOWN FOR CLARITY)

2. ALL CONSTRUCTION JOINTS IN THE 1 1/2" CLR - , SLAB SHALL HAVE CONTROL JOINTS. (TYP.)

3. IF FLOOR SLAB IS CONSTRUCTED IN 6" MIN (TOP OF GROUT) ONE POUR THIS DETAIL DOES NOT APPLY.

8" CONCRETE SLAB TYPICAL CONSTRUCTION JOINT FOR SLAB

SLAB REINFORCING 1/4'=1'-0" >12"O.C.-E.W NOTES; 1. CONCRETE SHALL BE PREPARED, PLACED AND CURED IN

ACCORDANCE WITH ACI 318-89 LATEST EDITION AND IN WITH SPECIFICATION SECTION 03310, CAST-IN-PLACE CONCRETE.

2. ALL SPLICES IN REINFORCEMENT SHALL BE CLASS B SPLICES AS PER ACI 318-89 LATEST EDITION.

3. PROVIDE FLOAT FINISH FOR ALL FLOOR SURFACES. APPLY TWO COATS OF A CONCRETE SEALER/HARDENER TO FINISHED FLOOR SURFACE.

BB 4. CAST IN ANCHOR BOLTS SHALL BE IN PROPER LOCATION BEFORE CONCRETE IS CURED. THE BUILDING MANUFACTURER SHALL SUPPLY ANCHOR BOLT SIZES AND LAYOUT REQUIREMENTS PRIOR TO POURING FOUNDATION.

5. ALL EQUIPMENT ANCHOR BOLTS SHALL BE 3 / 4 INCH STAINLESS STEEL EXPANSION BOLTS WITH 4 INCH MINIMUM EMBEDMENT UNLESS OTHERWISE RECOMMENDED BY THE EQUIPMENT COMMON MANUFACTURER. GRANULAR

FILL 6. BUILDING FOUNDATIONS SHALL BE VERIFIED WHEN FINAL DESIGN

LOADS ARE SUPPLIED BY BUILDING AND EQUIPMENT SUPPLIERS.

7. ELEVATION O'-O" CORRESPONDS TO FINISHED FLOOR ELEVATION (FFE) ISSUED FOR CONSTRUCTION 9 /27 /96 VAPOR BARRIER 6 MIL POLYETHYLENE FFE FOR THE WESTERN TREATMENT BUILDING IS 26.6 AND THE EASTERN REV. NO. DESCRIPTIONS DATE 5?fij

TREATMENT BUILDING IS 19.5. REVISIONS SHEETING U. S. ARMY FOSTER WHEELER A i t i t ABB

CORPS OF ENGINEERS S ^ I P I P Environmental ENVIRONMENTAL CORPORATION «EA «»* BMRI Services Inc. +70 ATLANTIC AVENUE NEW ENGLAND DIVISION Wl110 FREE STREET BOSTON, MASSACHUSETTS 02110 WALTHAM, MASSACHUSETTS PORTLAND, MAINE 04101


M. PETERS D. LAWRENCE IA> REMEDIATION OF RAYMARK INDUSTRIES, INC SUBMITTED BY: PART OF THE RAYMARK SUPERFUND SITE

NOTE: RCRA CAP DESIGN PAD DIMENSIONS AS REQUIRED ANCHOR BOLT SIZE AND LOCATIONS FOR EQUIPMENT BASE PLATE STRATFORD, CONNECTICUT TO BE SPECIFIED BY PRINCIPAL OF A/E FIRM AND ANCHOR BOLT LAYOUT EQUIPMENT MANUFACTURER AS SPECIFIED BY EQUIPMENT STRUCTURAL - FOUNDATION DESIGN MANUFACTURER

TREATMENT BUILDINGS DETAIL SECTION ^T\

SOLICITATION NUMBER: SHEET REFERENCE: o SCALE: N.T.S. S-003IS-003 GRAPHIC SCALE DATE: SEPT. 27 , 1996

EQUIPMENT PAD 0 4' 81 S-003 N.T.S. S-003&-003 SCALE: AS NOTED FOUNDATION 1/4"=1'-0" DRAWING CODE:

<M>7-7t P.E. STAMP RLE: 8731-05\8731S003 SHEET 1 OF 1

8

8 7

FALSE CHIMNEY AROUND STACK FALSE CHIMNEY AROUND STACK PROVIDE 1" MINIMUM PROVIDE 1" MINIMUM CLEARANCE FROM STACKCLEARANCE FROM STACK FALSE CHIMNEY SHALL NOT LOCATION FOR FUTURE FALSE CHIMNEY SHALL NOT PENETRATE ROOF PANEL INSTALLATION OF PIPE PENETRATE ROOF PANEL SLEEVES IF NEEDED FALSE CHIMNEY SHALL TERMINATE 3 INCHES BELOW PROVIDE DRAINAGE AT FIXED LOUVER LV-6 THE STACK DISCHARGE BASE OF FALSE CHIMNEY w/INSECT SCREEN

3'-0" ABOVE ON DOWN SLOPE SIDE @ 6" AIR SPACE- STANDING SEAM STANDING SEAM HIGHEST ROOF METAL ROOF-7 METAL ROOF7 19"x14" STACK 2 -0" ABOVE PEAK PENETRATION —

r~r r—

EF-1 rrirz i , i , j , 3L-L14-J1 1 ,FIXED LOUVER LV-5 H ',!' I 3 ; 1. XXLLLL' v., ,r 1 ^rrrr^^ r r r w/INSECT SCEEN o @ 6" AIR SPACE EXTERIOR BUILDING SIDING L±Jt- I—I

^=5 Ld EF-3 EF-3 Q X EF-1 PREFABRICATED BRICK X PANELS (/)

BLOWER LOCATION FOR FUTURE © o o

IINTAKE EXTERIOR BUILDING SIDING 0 - 1 INSTALLATION OF PIPE PREFABRICATED BRICK

SLEEVES IF NEEDED b£E2 PANELS S i x I

^S. T:FFN. ^==r^x FINISHED FINISHED T~~r ^ ^ r S ^ - .sfPrF^l o ::. ^ ^ ^ 1111 i ELO'-O"

h-r J—t—'—1—'—r- FLOOR ELO'-O" . : ; : - £ i l

' =' FLOOR-i ^ W - r

EASTERN TREATMENT BUILDING - NORTH ELEVATION EASTERN TREATMENT BUILDING - WEST ELEVATION :RN TREATMENT BUILDING - NORTH ELEVATION :RN TREATMENT BUILDING - WEST ELEVATION

GUTTER DOWNSPOUT GUTTER DOWNSPOUT 4 CORNERS (TYP) 4 CORNERS (TYP)

PROVIDE DRAINAGE AT r GUTTER (TYP)

BASE OF FALSE CHIMNEY ON DOWN SLOPE SIDE STANDING SEAM ^ STANDING SEAM

-3'-0" ABOVE METAL ROOF-7 METAL ROOF7 i i HIGHEST ROOF

PENETRATION

1 , 1 , 1 , 1 , EF-1 x $

i 1 ' r ?

V^ FIXED LOUVER LV-5 w/INSECT ¥ FIXED LOUVER LV-6 w/INSECT SCREEN ® 6" AIR SPACE SCREEN @ 6" AIR SPACE

^ P^ EXTERIOR BUILDING SIDING EF-3 PREFABRICATED BRICK

EXTERIOR BUILDING SIDING EXTERIOR BUILDING SIDING PANELS PREFABRICATED BRICK PREFABRICATED BRICK BLOWER PANELS PANELS INTAKE

LV-1 LV-2

x=x A T ~ T ^

n^tv ^ sC. I 1 i , - L

S'tZJ I• ; ; , ! IT I I

^ ^ • " ^D _ ^ 4 ' D

EASTERN TREATMENT BUILDING - SOUTH ELEVATION EASTERN TREATMENT BUILDING - EAST ELEVATION WESTERN TREATMENT BUILDING - SOUTH ELEVATION WESTERN TREATMENT BUILDING - EAST ELEVATION

DOOR SCHEDULE

DOOR NUMBER TYPE WIDTH AND HEIGHT THRESHOLD MATERIAL NUMBER OF LEAFS

001 TO 006 FLUSH 3'-0"x7'-0" ALUMINUM SINGLE

007 TO 008 FLUSH 8'-0"x10'-0" ALUMINUM DOUBLE

009 TO 010 FLUSH 7'-0"x10'-0" ALUMINUM DOUBLE

SEE SPECIFICATION 13120 PRE-ENGINEERED BUILDING SYSTEMS FOR DOOR AND HARDWARE SPECIFICATIONS.

NQTES:

1. REFER TO SPECIFICATION 13120 PRE-ENGINEERED BUILDING SYSTEMS FOR DESIGN LOAD REQUIREMENTS.

2. EXTERIOR COLORS FOR BRICK PANELS AND STANDING SEAM ROOF SHALL BE APPROVED BY OWNER AND COORDINATED TO MATCH THE COLORS OF THE PROPOSED RETAIL BUILDINGS.

3. BUILDING MANUFACTURER SHALL PROVIDE ANCHOR BOLT SIZES AND LAYOUT REQUIREMENTS PRIOR TO POURING CONCRETE FOUNDATION.

4. BUILDING DIMENSIONS ARE MEASURED FROM OUTSIDE FACE OF CONCRETE FOUNDATION. DOOR DIMENSIONS SHOWN ARE ACTUAL DOOR SIZE, NOT ROUGH (UNFRAMED) OPENING.

5. RIGHT LEAFS OF DOUBLE DOORS SHALL BE THE ACTIVE LEAF.

6. REFER TO SPECIFICATION 13120 FOR LOUVER 88 OPENING SIZES AND SPECIFICATION 15850 FOR EXHAUST FAN OPENING SIZES.

7. METAL LINER PANELS SHALL BE PROVIDED FOR ALL INTERIOR WALLS.

B B

0 ISSUED FOR CONSTRUCTION 9/27/96

REV. NO. DESCRIPTIONS DATE

REVISIONS

U. S. ARMY FOSTER WHEELER A I t I I ABB

f ^ I P I P Environmental CORPS OF ENGINEERS ENVIRONMENTAL CORPORATION fsu. snow nova] services Inc. 470 ATLANTIC AVENUE NEW ENGLAND DIVISION 110 FREE STREET BOSTON, MASSACHUSETTS 02110 \mWALTHAM, MASSACHUSETTS PORTLAND, MAINE 04101


M. PETERS D. LAWRENCE REMEDIATION OF RAYMARK INDUSTRIES, INC SUBMITTED BY: PART OF THE RAYMARK SUPERFUND SITE

RCRA CAP DESIGN STRATFORD, CONNECTICUT EASTERN TREATMENT BUILDING WESTERN TREATMENT BUILDING PRINCIPAL OF A/E FIRM

ARCHITECTURAL PLANS AND ELEVATIONS 1'-4" TREATMENT BUILDINGS

SOLICITATION NUMBER: SHEET REFERENCE: GRAPHIC SCALE DATE: SEPT. 27, 1996

0 8' S-004 SCALE: 1/4'=1'-0'

1/4" = r-0" DRAWING CODE:

P.E. STAMP RLE: 8731-05\8731S004 p-^Vh SHEET 1 OF 1

REMEDIATION OF RAYMARK INDUSTRIES, INC PART OF THE … · 2019-12-07 · of steel pipe piles"...

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