4_Drawings_Buckboard.Water.Tank.Final.07.14.16.pdf

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ITEM

NUMBER DESCRIPTION

METHOD

OF MEAS UNIT QUANTITY

BASE BID ITEMS

011900 Mobilization LSQ LS Lump Sum

033020 Concrete - Splash Pad LSQ LS Lump Sum

033100 Structural Grout LSQ LS Lump Sum

051200 Structural Steel Framing - Tie Rod Tensioning LSQ LS Lump Sum

099600 High-Performance Coatings - Painting Inlet/Outlet Pipe LSQ LS Lump Sum

221110-1 Steel Water Pipe - Including Pipe Attachments, #24 Mesh Screen, Steel Plate and Welding LSQ LS Lump Sum

221110-2 Access Hatch Gasket - Government Furnished Gasket Material LSQ LS Lump Sum

FL

A

M I N

G G

O R

G E

R

ES

ER

VO

IR

BUCKBOARD SEWER LAGOONS

PROJECT AREA: BUCKBOARD WATER TOWER

BUCKBOARD CAMPGROUND

TO HWY 530 AND MANILA, UT

FS ROAD 009 - ASPHALT PAVED ROAD

FS ROAD 009 - ASPHALT PAVED ROAD

FS ROAD 047

FS ROAD 047A

FS

R

O

AD

- G

RA

VE

L

RO

AD

BUCKBOARD RV CAMPGROUND

EXISTING VISITORS

INFORMATION LOOP

EXISTING

PARKING AREA

FLAMING GORGE

RESERVOIR

FLAMING GORGE

RESERVOIR

EXISTING HOUSING

AND STORE

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70'-0"

28'-0"

32'-0"

18"

ACCESS LADDER

NOTES:

1. GSP REFERS TO GALVANIZED STEEL PIPE.

150,000 GALLON

WATER TANK

COLUMN-TO-COLUMN

TIE, TYP.

TANK

INLET/OUTLET

PIPE

22" DIA. TOWER

COLUMN, TYP.

EXISTING 4" GSP

OVERFLOW PIPE

ACCESS LADDER

150,000 GALLON

WATER TANK

TANK INLET/OUTLET PIPE

22" DIA. TOWER

COLUMN, TYP.

EXISTING 4" GSP

OVERFLOW PIPE

INSTALL NEW OVERFLOW PIPE

(4" DIA. GSP - SCHEDULE 40),

SEE SHEET C4

CONNECT NEW OVERFLOW

PIPE TO EXISTING OVERFLOW

OUTLET, SEE SHEET C4

INSTALL NEW GSP ELBOW

INSTALL NEW GSP ELBOW

150,000 GALLON

WATER TANK

EXISTING 4" GSP

OVERFLOW PIPE

INSTALL NEW OVERFLOW PIPE

(4" DIA. GSP - SCHEDULE 40),

SEE SHEET C4

CONNECT NEW OVERFLOW

PIPE TO EXISTING OVERFLOW

OUTLET, SEE SHEET C4

INSTALL NEW 4" DIA GSP ELBOW

INSTALL NEW 4"

DIA. GSP ELBOW

PAINT THE UNPAINTED

SECTION OF THE

INLET/OUTLET PIPE,

SEE SHEET C2

CONCRETE

FOUNDATION, TYP.

ACCESS LADDER

INSTALL CONCRETE SPLASH

PAD, SEE SHEET C4

INSTALL NEW OVERFLOW PIPE

(4" DIA. GSP - SCHEDULE 40), SEE

CONNECTION DETAIL ON SHEET C4

INSTALL 4" DIA. OUTLET

PIPING WITH #24-MESH

SCREEN, SEE SHEET C4

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ACCESS LADDER

150,000 GALLON

WATER TANK

ACCESS HATCH

CUT, FIT AND INSTALL GOVERNMENT

FURNISHED GASKET ON HATCH LID, SECURELY

ATTACH WITH WATERPROOF ADHESIVE

TOWER COLUMN, TYP.

ACCESS LADDER

TANK INLET/OUTLET PIPE

SCRAPE, SAND, AND PAINT

THE UNPAINTED SECTION

OF THE INLET/OUTLET PIPE

TOWER COLUMN, TYP.

SCRAPE, SAND, AND PAINT

THE UNPAINTED SECTION

OF THE INLET/OUTLET PIPE

150,000 GALLON

WATER TANK

TANK INLET/OUTLET PIPE

PAINT NEW 4" DIA. GSP, STEEL

PLATE, AND PIPE OUTLET

NOTES:

1. GSP REFERS TO GALVANIZED STEEL PIPE.

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ACCESS LADDER

NOTES:

1. THE CONTRACTOR SHALL ADJUST THE TENSIONS IN ALL COLUMN-TO-COLUMN AND PIPE-TO-COLUMN TIE RODS TO MANUFACTURER'S RECOMMENDATIONS. THERE ARE 16 COLUMN-TO-COLUMN TIE RODS (CROSS BRACING) AND 8 PIPE-TO-COLUMN TIE RODS, WITH A TOTAL OF 24 TIE RODS. THE CONTRACTOR SHALL ADJUST THE TURNBUCKLES ON

EACH TIE ROD ASSEMBLY TO ELIMINATE SAGGING IN TIE RODS.

2. GSP REFERS TO GALVANIZED STEEL PIPE.

150,000 GALLON

WATER TANK

COLUMN-TO-COLUMN TIE ROD ASSEMBLY,

4 ASSEMBLIES ON EACH SIDE OF TOWER

(16 TOTAL ASSEMBLIES), SEE NOTE 1

TANK INLET/OUTLET PIPE

CONCRETE

FOUNDATION, TYP.

REMOVE AND REPLACE GROUT,

TYP. ALL FOUR COLUMNS

TOWER COLUMN, TYP.

PIPE-TO-COLUMN TIE ROD ASSEMBLY

(8 TOTAL ASSEMBLIES), SEE NOTE 1

EXISTING SAG IN TIE ROD

TOWER COLUMN, TYP.

EXISTING

TURNBUCKLE,

TYP.

TOWER COLUMN, TYP.

CONCRETE

FOUNDATION, TYP.

REMOVE AND REPLACE GROUT,

TYP. ALL FOUR COLUMNS

TOWER COLUMN, TYP.

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8'-0"

18"

6"

2'-0"

6"

ACCESS LADDER

NOTES:

1. THE EXISTING OVERFLOW PIPE OUTLET HAS AN ELBOW AT THE OUTLET. IF THE ELBOW IS STEEL, IS IN GOOD CONDITION, AND CAN SWIVEL TO MAKE THE NEW PIPE CONNECTION, THE CONTRACTOR CAN USE THE EXISTING CONNECTION. THIS CONNECTION SHALL BE WATER TIGHT AND WELDED. IF THE

EXISTING ELBOW DOES NOT MEET THE ABOVE CRITERIA, THE CONTRACTOR SHALL VERIFY THE

REQUIRED ANGLE OF THE NEW 4" GSP ELBOW IN THE FIELD AND FURNISH NEW 4" GSP ELBOW. THE

CONTRACTOR SHALL VERIFY THIS WORK WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.

2. THE CONTRACTOR SHALL VERIFY THE REQUIRED ANGLE OF THE NEW 4" GSP ELBOW IN THE FIELD. THE CONNECTION BETWEEN THE NEW ELBOW AND THE NEW PIPE SHALL BE WATER TIGHT AND WELDED.

3. GSP REFERS TO GALVANIZED STEEL PIPE. THE GALVANIZED STEEL PIPE AND JOINTS MAY COME WITH

TRHEADED ENDS. THE PIPES AND JOINTS SHALL BE WELDED TOGETHER. THE JOINTS CAN BE

THREADED TOGETHER FIRST, BUT THEN NEED TO BE WELDED AND WATERTIGHT.

4. WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER AND THE WELDS SHALL BE CONTINUOUS

3/16" FILLET WELDS THAT RUN THE ENTIRE LENGTH OF THE STEEL PLATE, ON BOTH SIDES.

150,000 GALLON

WATER TANK

EXISTING 22" DIA.

TOWER COLUMN

TANK INLET/OUTLET PIPE

EXISTING 4" GSP

OVERFLOW PIPE

INSTALL 2'x2'x6" CONCRETE

SPLASH PAD, FLUSH WITH

EXISTING GROUND

INSTALL NEW 4" SCH. 40

GSP OVERFLOW PIPE

INSTALL NEW 4" GSP 90° ELBOW

INSTALL NEW 4" DIA. FLANGE WITH

#24 MESH NON-CORRODIBLE

SCREEN, SEE DETAIL ON RIGHT

1/4" THICK x 4" TALL x 6" WIDE

STEEL PLATE SPACED EVERY 8', TYP.

CONNECT NEW 4" PIPE TO 22" DIA.

COLUMN WITH A STEEL PLATE AND

3/16" FILLET WELDS, TYP. (SEE NOTE 4)

NATIVE GROUNDNATIVE GROUND

INSTALL NEW 4" SCH. 40

GSP OVERFLOW PIPE 1/4" THICK x 4" TALL x 6" WIDE

STEEL PLATE SPACED EVERY 8', TYP.

PAINT NEW 4" DIA. GSP,

STEEL PLATE, AND PIPE

OUTLET, SEE SHEET C2

CONNECT NEW 4" PIPE TO

22" DIA. COLUMN WITH A

STEEL PLATE AND 3/16"

FILLET WELDS, TYP.

EXISTING TIE

ROD ASSEMBLY

EXISTING 22" DIA.

TOWER COLUMN, TYP.

INSTALL NEW 4" GSP ELBOW,

SEE NOTE 2

CONNECT NEW OVERFLOW PIPE

TO THE EXISTING OVERFLOW

PIPE, SEE NOTE 1

NEW 4" DIA.

STEEL FLANGE

FLANGE BOLTS, TYP.

#24 MESH

NON-CORRODIBLE

SCREEN

LEGEND

NEW 1/4" THICK x 4" TALL x 6" WIDE STEEL PLATE

NEW 4" DIA. GSP

CONCRETE

NATIVE GROUND

PAINT NEW 4" DIA. GSP,

STEEL PLATE, AND PIPE

OUTLET, SEE SHEET C2

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