BAS Transportation Fuel Tanks Bids & Permits.pdf

BORDERLINE DRIVE

EXIST. BLDG.

EXIST. BLDG.

EXIST. BLDG.

EXIST. BAS

TRANSPORTATION BLDG

- TRANSPORTATION BUILDING -

BRIGHTON AREA SCHOOLS (BAS)

FUEL TANK REPLACEMENT

PROJECT LOCATION:

BAS TRANSPORTATION BUILDING

5800 BORDERLINE DRIVE

BRIGHTON, MI 48116

PRIVATE DRIVEWAY

PR

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PARCEL NO.:

4718-32-300-022

6'-3"

'-1

01 2"

'-1 01 2"

CL

'-1

01 2"

'-1 01 2"

CENTERLINE

OF TANK

CL

LINE OF 4" THK.

CONC. PAD SLAB

w/THK. PERIMETER

6" PIPE BOLLARD

EMBEDDED IN

24" DIA. CONC. FTG.

6' -1

0" 6'

-1 0"

2' -3

2'

-3

1' -0

1'

-0

12'-6"

OUTLINE OF

TANK ABOVE.

CL

6'-3"

CENTERLINE OF

TANK & SADDLE,

PIER & FTG.

8'-0" 8'-0"

CENTERLINE OF

SADDLE MOUNT,

PIER & FTG.

2'-0"x12'-6" FORMED CONC. PIER.

TYP. OF (4) - SEE SEC. DETAILS

4'-6"x16'-0" x 12" THK. CONC. FTG.

TYP. OF (4) - SEE SEC. DETAILS

TANK No. 01 - 10,000 Gal. Cap.

± 10'-6" DIA. x 17'-8" LONG.

CL

CENTERLINE OF

TANK & SADDLE,

PIER & FTG.

6'-3" 6'-3"

8'-0" 8'-0"

6'-3"28'-0" N.T.S.

'-5

'-5

CL

CENTERLINE

OF TANK

CL

6'-3"

CL

CL

'-4

1 2"

'-4 1 2"

1' -0

1'

-0 " 6'-3" 6'-3"

2' -3

2'

-3

8'-0" 8'-0"

TANK No. 02 - 20,000 Gal. Cap.

± 10'-6" DIA. x 39'-9" LONG.

CENTERLINE OF

TANK & SADDLE,

PIER & FTG.

CENTERLINE OF

SADDLE MOUNT,

PIER & FTG.

CLCL

CENTERLINE OF TANK

CENTERLINE OF

SADDLE MOUNT,

PIER & FTG.

6'-10" (TANK 01)

15'-4 1/2" (TANK 02)

BELLY BANK PLATE

REINFORCEMENT

BY MANUF.

SADDLE MOUNT BY MANUF.

2'-0"

(PROPOSED)

END OF TANK.

G.C. TO VERIFY PROPOSED SUPPORT SPACING

& TANK END DISTANCE w/MANUF. FINAL DRWGS.

PRIOR TO COMMENCING FOUNDATION WORK

'-6

2'-3" 2'-3"

LOWEST POINT OF

FINISH PAVEMENT GRADE

ADJACENT TO

THIS TANK BASE.

VERIFY w/CIVIL

4" 3'

-8 " M

IN

BASE FTG.: (3000 psi CONC.)

4'-6" WIDE x 16'-0" LONG x 12" THK.

FORMED CONC. PIER:

(4500 psi MIX / MAX. 0.45 w/c / 4% - 5% A.E.)

2'-0" WIDE x 12'-6" LONG x 3'-0" TALL.

3' -0

1'

-0

M

IN

(2) #4 BAR DOWELS

w/8" J-HOOK EMBEDMENT

& 2'-9 1/2" PROJ.

2' -9

1 2" 8"

3"

3"

(6) #4 CONT. HORZ. BARS

EACH FACE. LAP w/TIES TYP.

(4) #4 BAR TIES 18"x18" IN PIER

SURROUNDING (4) DOWELS TYP.

@ 6" / 12" c/c + (1) AT BOTT. IN FTG.

EACH SADDLE ANCHORED TO CONC. PIER

w/(2) 7/8" DIA. FULLY THREADED RODS EACH END OF SADDLE.

w/12" EMBEDMENT & 4" PROJECTION.

w/SET IN PLACE w/SIMPSON "SET-3G" EPOXY ADHESIVE

CENTER SADDLE ON PIER EACH WAY

& VERIFY ANCHOR LOCS. w/MANUF. SPECS.

4" 1'

-0

4" CONC. SLAB ON GRADE RAISED PAD.

(4500 psi MIX / MAX. 0.45 w/c / 4% - 5% A.E.)

w/#4 BARS @ 12" c/c E.W. w/2-1/2" TOP COVER TYP.

MATCH 12'-6" LENGTH OF CONC. PIERS & POUR

FLUSH TO TOP OF PIER w/EXPANSION JOINT MAT.

TO FACE OF PIER TYP.

HAUNCH FULL PERIMTER OF SLAB DOWN TO

MATCH BOTT. OF ADJACENT CONC. PAVEMENT

w(2) CONT. #4 BARS IN FACE w/2-1/2" COVER TYP.

6" 6"

SAND FILL COMPACTED

TO 95% IN MAX. 6" LIFTS.

6" THK. 21AA SUBBASE

COMPACTED & PROOFROLLED.

da te is su ed fo r dr ck 'd ap p' d:

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Pa ra di s

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In c.

ASSUMED ALLOWABLE SOIL BEARING CAPACITY = MIN. 1500 psf

CONTRACTOR TO FIELD VERIFY SOIL BEARING CAPACITY

PRIOR TO PLACING FOOTINGS.

-0

6-

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25.106.19

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SECTION

S-01

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

S-01

(T R

AN

SP

O R

TA

TI

O N

B

LD

G

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

N O

R

TH

(2X) TANK BASE

FOUNDATION PLANS.

SECTION

S-01

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

S-01

CONCRETE NOTES:

4-5

AIR

CONT.

0.45

CEMENT

HOH/LB.

MAX. W/C

RATIO LBS.

0.55

MIN. 28

STRENGTH

28 DAY

(PSI)

CONCRETE MIX GUIDE

EXPOSED

CONCRETE

CONCRETE

STANDARD

FOUNDATION

STANDARD

CONCRETE

CLASS OF

Contractor & all sub-trades are responsible for reviewing & complying with all applicable specifications contained herein. Where discrepancies occur between design drawings and these notes, design drawing specifications are to supersede.

A: Measuring, mixing and placing of concrete shall be in accordance with ACI 304.

B: Protection and curing of concrete shall be in accordance with ACI 305, 306 and 308.

C: All pertinent sections of ACI 318 shall apply.

D: Reinforcing steel shall be fabricated and placed in accordance with the ACI 315.

E: All reinforcing steel shall be ASTM A615 Grade 60, deformed in accordance with ASTM 305, unless otherwise noted.

F: Step all footings at a ratio of (2) horizontal to (1) vertical.

G: All footings to rest on undisturbed soil.

H: U.N.O. In concrete piers provide (8) #7 vert. bars [(3) each face] w/#4 ties @ 12" c/c max. Ties to be 2" from top & bott. of pier.

I: All columns & baseplates are to be fully encased in concrete from fin. floor to top of footing. Provide isolation joint encompassing entirity of base plate btwn. column pour & fin. floor slab.

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EXIST. BAS

TRANSPORTATION BLDG

EXIST. BAS

TRANSPORTATION BLDG