DIESEL/ GASOLINEFUEL STORAGE

ELEV 1

F.F.Elev. 755.50

1'-0" 83'-0" 1'-0" 17'-2"

3'-0" 81'-0" 3'-0" 17'-2"

1'-0

"58'-6

1 2"

2'-0

"57'-0

1 2"

1'-0

"

3'-0

"

1'-0

"40'-0

"

3'-0

"38'-0

"3'-0

"

1'-0

"

2'-0

"3'-4

"2'-0

"1'-9

1 2"2'-0

"7'-1

1"

3'-6"2'-0" 14'-912"1'-212"2'-0"14'-912"2'-0"1'-212"2'-0"14'-912"2'-0"1'-212"2'-0"14'-912"2'-814"1'-634"12"

9'-1

1"

9'-4"

FOOTING NOTES

1) SET CONCRETE FOOTINGS 48" (MIN.) BELOW SCHEDULED FINISHED GRADE.2) SET CONCRETE FOOTINGS ON UNDISTURBED SOIL OF ADEQUATE BEARING.3) SET SCHEDULED REINFORCING (RE-BAR) AS INDICATED. RE-BAR SHALL

HAVE THREE (3) INCHES OF CONCRETE COVER IN ANY DIRECTION.4) RE-BAR PRIOR TO POUR SHALL BE SUSPENDED FROM FORMWORK,

SETTING OF RE-BAR ON BLOCK OR STONE IS UNACCEPTABLE.5) 'SIMPSON' POST ANCHORS, AS SCHEDULED, MAY BE WET-SET.

CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE PROPER LOCATIONAND ORIENTATION OF ALL POST ANCHORS.

2

3

102'-2"

6" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 8'-7" 8'-7" 6"

60'-6

1 2"

6"

9'-1

1"

9'-1

1"

9'-1

1"

9'-1

1"

9'-1

1"

6"

1'-6"

AA103

A

1

B

2

A1 A2 A3 C1 C2 E1 E2 G1 H1 J1

C D E F G H J K L M

A1 A2 A3 C1 C2 E1 E2 G1 H1 J1

5A

3

4

5

6

7

1

2

5A

3

4

5

6

7

A B C D E F G H J K L M

AA103

1

3'-1112"

1'-1112"12"

3'-0

"

4

BTM.FTG.EL.=753.00

BTM.FTG.EL.=753.00

BTM.FTG.EL.=753.00

BTM.FTG.EL.=753.00

BTM.FTG.EL.=753.00

BTM.FTG.EL.=753.00

BTM.FTG.EL.=752.50

BTM.FTG.EL.=752.50

BTM.FTG.EL.=755.00* TOP.FTG.EL.=756.00

BTM.FTG.EL.=VARIES (755.00 - 751.00)*

*TOP.FTG.EL.=755.00 *TOP.FTG.EL.=754.00 *TOP.FTG.EL.=753.00 *TOP.FTG.EL.=752.00

*BTM.FTG.EL.=751.00

BTM

.FTG

.EL.

=755.0

0*

TOP.

FTG

.EL.

=756.0

0

BTM

.FTG

.EL.

=VARIE

S (755.0

0 -

753.0

0)

*

*TO

P.FT

G.E

L.=

756.0

0*

TOP.

FTG

.EL.

=755.0

0*

TOP.

FTG

.EL.

=754.0

0

*BTM

.FTG

.EL.

= 7

53.0

0

ELEV 4

ELEV

2

ELEV

3

5B 5B

TOP OF CONC. WALLEL = 762.00

TOP OF CONC. WALLEL = 762.00

TOP OF CONC. WALLEL = 762.00

TOP OF CONC. WALLEL = 762.00

1

1

OPEN STORAGEF.F.Elev. 757.00

NOTE:ORIENTATION OF 'SIMPSON' POST BASES AS SHOWNTHIS DETAIL IS SAME AS FOOTINGS PLAN, THIS SHEET.

ORIENTATION OFVERTICAL LEGS

ORIENTATION'A'

ORIENTATION'B'

'SIMPSON' #CB66 POST BASE(TYPICAL ALL POSTS)

FINISH GRADE VARIES

60" x 12"DP.CONCRETE FOOTING(N.T.S.)

6" CONCRETE SLAB W/#4 BARS @ 12"O.C. EACHWAY AND FIBER REINFORCING

6 MIL VAPOR BARRIER

12" R.O.B. SUB-BASECOMPACTED TO 95%STANDARD PROCTOR

12" REINFORCEDCONC. FROST WALL

TRANSITION

VARIE

S

#5 DOWELS @ 12"O.C.

(4) #5 BARS (CONT.)

#5 BARS @ 12"O.C.

#5 BARS @ 12"O.C. (VERT.)

#5 BARS @ 12"O.C. (HORIZ.)

3" MIN. COVER

TOP OF CONCRETE WALLEL =762.00)

7

2'-0

"

1'-0

"1'-0

"

A2 A3

2'-8"

1'-0" 8" 1'-0"

32" x 24" REINFORCED CONCRETE FOOTINGNOTE:-PROVIDE 3" (MIN.) COVER FOR ALL STEELREINFORCEMENT-BOTTOM OF FOOTING ELEVATION(BTM.FTG.EL.) = 753.00

'SIMPSON' #CB66POST BASE (TYP.)

#4 BARS @12"O.C. EACH WAY

C1 C2

E1

G1 H1

K

4A 5

6 7

2'-0"

1'-0" 1'-0"

2'-0

"

1'-0

"1'-0

"

24" x 24" REINFORCED CONCRETE FOOTINGNOTE:-PROVIDE 3" (MIN.) COVER FOR ALL STEELREINFORCEMENT-BOTTOM OF FOOTING ELEVATION (BTM.FTG.EL.)VARIES; SEE FOOTING PLAN, THIS SHEET

'SIMPSON' #CB66POST BASE (TYP.)

#4 BARS @12"O.C. EACH WAY

E2

7

2'-0

"

1'-0

"1

'-0"

J1 K

3'-6"

1'-0" 1'-6" 1'-0"

42" x 24" REINFORCED CONCRETE FOOTINGNOTE:-PROVIDE 3" (MIN.) COVER FOR ALL STEELREINFORCEMENT-BOTTOM OF FOOTING ELEVATION(BTM.FTG.EL.) = 752.50

'SIMPSON' #CB66POST BASE (TYP.)

#4 BARS @12"O.C. EACH WAY

FOUNDATION PLANSCALE: 3/16"=1'-0"

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DATE DRAWN CHECKED

SCALE

SHEET TITLE

PROJECT NUMBER

DRAWING NUMBER

15111

5/24/19

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FOOTING PLAN& DETAILS

A 100

9 ELKS LANEPOUGHKEEPSIE, NEW YORK 12601

TEL (845) 454-3411FAX (845) 473-1962

A / 1

POSTDESIGNATION

ANCHORORIENTATION

A

A / 2

A / 3

A / 4

A / 5

A / 6

A / 7

A1 / 7

B / 1

C / 1

C1 / 7

B

B

B

B

B

A

A

A

A

A

C2 / 7 A

D / 1 A

E / 1 A

E1 / 7 A

F / 1 A

G1 / 7

AG / 1

A

H / 1 A

H1 / 7 A

J1 / 7

AJ / 1

A

K / 1 A

K / 2 B

K / 3

K / 4 B

K / 5 B

K / 6 B

K / 7 A

POST ANCHOR ORIENTATION SCHEDULE6SCALE: N.T.S.

A2 / 7 A

A3 / 7 A

E2 / 7 A

B

L / 1 A

A

M / 1 A

A

FOOTING DETAIL1SCALE: N.T.S.

FOOTING DETAIL2SCALE: N.T.S.

FOOTING DETAIL3SCALE: N.T.S.

FOOTING DETAIL4SCALE: N.T.S.

K / 5B B

L / 5A

M / 5A

1

DIESEL/ GASOLINEFUEL STORAGE

ELEV 1

F.F.Elev. 755.50

AA103

6" REINFORCED CONCRETE SLABW/ #4 BARS @ 12" O.C.AND FIBER REINFORCEMENT

PROVIDE 12" EXPANSION FILLER AROUND

TIMBER POSTS PRIOR TO SLAB POUR

PROVIDE 12" EXPANSION FILLER

AT EDGE OF SLAB (TYPICAL)

A

1

B

2

A1 A2 A3 C1 C2 E1 E2 G1 H1 J1

C D E F G H J K L M

A1 A2 A3 C1 C2 E1 E2 G1 H1 J1

5A

3

4

5

6

7

1

2

5A

3

4

5

6

7

A B C D E F G H J K L M

AA103

PROVIDE 12" EXPANSION FILLER

AT EDGE OF SLAB (TYPICAL)

PROVIDE 12" EXPANSION FILLER

AT EDGE OF SLAB (TYPICAL)

ELEV 4

ELEV

2

ELEV

3

7 8

C.J.

S.C

.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

S.C

.S.C

.

S.C

.S.C

.S.C

.

S.C

.S.C

.S.C

.

5B 5B

1'-0

1 2"

83'-0"1112"

82'-11"

58'-51 2"

41

'-0"

18

'-6"

1'-012"

17'-112"

39'-1

1"

4'-6

"

5'-0"

4" CONC.PAD

5'-0

"

4'-6"

4" CONC.PAD

6" REINFORCED CONCRETE SLABW/ #4 BARS @ 12" O.C.AND FIBER REINFORCEMENT

6" REINFORCED CONCRETE SLABW/ #4 BARS @ 12" O.C.AND FIBER REINFORCEMENT

6" REINFORCED CONCRETE SLABW/ #4 BARS @ 12" O.C.AND FIBER REINFORCEMENT

CONCRETE APRONSEE DETAIL 7, THIS SHEET

OPEN STORAGEF.F.Elev. 757.00

6" x 6" TIMBER POST BEYOND

2'-0

"

1'-0"

6"

EXPANSION FILLER WRAP AT TIMBER POSTS (TYP.)

6"x6" TIMBER POST w/ 'SIMPSON' CB66 POST ANCHOR(NOT SHOWN) SET ON REINFORCED CONCRETE FOOTING

1'-0

"

4'-0

"

SEE FOOTING PLAN

2'-0

"

1'-4"

#4 DOWELS @ 24"O.C.30"

18"

TYP. SLAB EDGEBETWEEN POSTS

TYP. SLAB EDGE AT POSTS

6" x 6" TIMBER POSTS (TYPICAL)

6" CONCRETE SLAB w/ #4 BARS @ 12"" O.C. EACH WAY #4 BARCONTINUOUS#4 BAR

CONTINUOUS

6 MIL VAPOR BARRIER

12" COMPACTED GRADED GRAVEL

(2) #4 BARS (CONTINUOUS; 3" MIN. COVER)

REINFORCED CONCRETE FOOTINGSEE DETAILS SHEET A100

#5 @ 16"O.C.

#3 @ 12"O.C.

3'-0"

6"

FINISH GRADE

CONCRETE APRONSLOPE 1/8" PER FOOT

6x6 P.T. POST BEYOND

CONCRETE APRONSEE DETAIL 7

6"Ø CONC. FILLEDSTEEL BOLLARD

SUBGRADE COMPACTED TO 95%MODIFIED PROCTOR

12" GRADED GRAVEL COMPACTEDTO 95% MODIFIED PROCTOR

'SIKADUR 51' SEALER ALONGCONTROL JOINTS

6 MIL VAPOR BARRIER

'SIKADUR 51' SEALER ALONGCONTROL JOINTS

SUBGRADE COMPACTED TO 95%MODIFIED PROCTOR

12" GRADED GRAVEL COMPACTEDTO 95% MODIFIED PROCTOR

PRE-FABRICATED METAL CONTROLJOINTS WITH REMOVABLE PLASTICCAPS. PROVIDE #4 SMOOTHDOWELS (24" LONG) AT 24" O.C.

6" CONCRETE SLAB W/ #4 BARS @ 12"O.C.EACH WAY AND FIBER REINFORCEMENT

'SIKADUR 51' SEALER ALONGCONTROL JOINTS

POWER FLOAT FINISH

PROVIDE TWO (2) COATS SEALER WITH SILICASAND ANTI-SLIP

6 MIL VAPOR BARRIER

2" DEEP SAW-CUT WITH'SIKADUR 51' SEALER

POWER FLOAT FINISH

PROVIDE TWO (2) COATS SEALER WITH SILICASAND ANTI-SLIP

SUBGRADE COMPACTED TO 95%MODIFIED PROCTOR

12" GRADED GRAVEL COMPACTEDTO 95% MODIFIED PROCTOR

6 MIL VAPOR BARRIER

6" CONCRETE SLAB W/ #4 BARS @ 12"O.C.EACH WAY AND FIBER REINFORCEMENT

3'-9

"

CONCRETE SLAB PLANSCALE: 3/16"=1'-0"

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AS NOTED

ADD ALTERNATECONCRETE SLABPLAN & DETAILS

A 101

9 ELKS LANEPOUGHKEEPSIE, NEW YORK 12601

TEL (845) 454-3411FAX (845) 473-1962

SLAB DETAIL7SCALE: 1"=1'-0"

SLAB DETAIL8SCALE: 1"=1'-0"

CONTROL JOINT DETAIL9SCALE: 1 1/2"=1'-0"

SAW-CUT JOINT DETAIL10SCALE: 1 1/2"=1'-0"

DATE DRAWN CHECKED

SCALE

SHEET TITLE

PROJECT NUMBER

DRAWING NUMBER

15111

5/24/19

STO

RAG

E BU

ILD

ING

FOR

THE

TOW

N O

F N

ORT

H EA

ST H

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NO

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D

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HESS

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1

1