Project Drawings.pdf

PDF 6 MB Posted

Attached to
MANTI-LA SAL NATIONAL FOREST - Price Yard Fire Storage: Foundation and Slab Construction
Solicitation number
1240LN21Q0049
Issued by

View the file

Other files

File Type Posted
1240LN21Q0049.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PROJECT LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE NO

G-01 COVER SHEET 1

C-1 SITE PLAN 2

C-2 FOUNDATION GRADING PROFILE 3

N-1 FOOTING NOTES 4

F-1 FOOTING FLOOR PLAN 5

D-A FOOTING DETAILS: COLUMN A 6

D-B&C FOOTING DETAILS: COLUMNS B & C 7

D-D STEM WALL DETAILS 8

D-E BOLT DETAILS 9

D-F ANCHOR BOLT DETAIL 10

FROM THE MANTI-LA SAL SUPERVISORS OFFICE (599 WEST PRICE

RIVER DRIVE, PRICE, UT) HEAD WEST ON WEST PRICE RIVER DRIVE.

TURN RIGHT ONTO W 100 N/W 1ST N ST FOR ABOUT A MILE. TURN

LEFT ONTO N 300 E FOR ONE MILE. TURN RIGHT ONTO E 8TH N,

FOLLOW FOR 0.6 MI. TURN LEFT ONTO N 100 E, THE PRICE YARD IS

ON THE LEFT.

RECOMMENDED BY:

APPROVED:

DIRECTOR OF ENGINEERING

DATE

FOREST SUPERVISOR DATE

PRICE YARD FIRE STORAGE:

FOUNDATION AND SLAB CONSTRUCTION

UTAH

CARBON COUNTY

MANTI-LA SAL NATIONAL FOREST

(R04) INTERMOUNTAIN REGION

NEW FIRE FACILITY

30'-0"

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/4 /21

:3

0 S

HI

LL

W

OR

TH

EN C

:\U

SE

RS

\S

HI

LL

W

OR

TH

EN

\B

OX

\E

NG

DE

SI

GN

\M

AN

TI

LA

SA

L\

PR

IC

E.

YA

RD

.F

IR

EE

NG

IN

EB

UI

LD

IN

G.

\D

W G\

C.

1.F

OU

ND

AT

IO

N.

DE

SI

GN

.20

.D W

G

R-4

INTERMOUNTAIN REGION

PRICE YARD FIRE

STORAGE:

FOUNDATION

AND SLAB

CONSTRUCTION

MANTI-LASAL NF

PRICE RANGER DISTRICT

SITE PLAN

SMHW/SB

SMHW

C. MILLER

C-1 2 10

KEYNOTES

PRICE WAREHOUSE:

ORIENTATION OF THE BUILDING ON THE SITE - THE

MAN DOOR IS IN THE SOUTH EAST CORNER AS

ORIENTED ON THE SITE. THE EAST SIDE IS ALSO

THE WIDE INTERIOR (10-FEET) NOT THE 6-FEET

SIDE WHEN LOOKING AT THE OVERHEAD DOORS.

IN OTHER WORDS THE VEHICLE STORAGE WILL BE

ON THE WESTERLY SIDE OF THE BUILDINGS

INTERIOR.

CONCRETE-ENCASED GROUNDING ELECTRODE

(UFER GROUND):

FABRICATE ACCORDING TO NFPA 70; USE BARE

COPPER CONDUCTOR NOT SMALLER THAN NO. 4

AWG. BOND TO ALL ELECTRICALLY CONDUCTIVE

COATED STEEL REINFORCING BARS OR RODS IN

FOOTING. IF REINFORCING IS IN MULTIPLE PIECES,

CONNECT FOOTING REINFORCING TOGETHER BY

THE USUAL STEEL TIE WIRES (TWO WRAPS

MINIMUM) AND BOND TO CONDUCTOR IN AT LEAST

THREE LOCATIONS WITH REBAR CLAMPS, OR

CONNECT TOGETHER WITH EXOTHERMIC

WELDING.

LEAVE 10-FEET GROUNDING ELECTRODE

CONDUCTOR PIGTAIL ON BUILDING EXTERIOR,

LOCATED ON EAST SIDE, ABOUT 13-FEET FROM

SOUTH CORNER FOR CONNECTION TO FUTURE

ELECTRICAL SERVICE EQUIPMENT.

LOCATE BUILDING ON SITE AS STAKED BY THE

FOREST SERVICE

PROVIDE REINFORCED CONCRETE FOUNDATION

INCLUDING ALL LABOR AND MATERIALS AS SHOWN

IN DRAWINGS AND NOTED IN SPECIFICATIONS.

WORK INCLUDES EXCAVATION, FILL, COMPACTION,

VAPOR BARRIER, SLAB, REINFORCEMENT,

FOOTINGS, ANCHORS TO CONSTRUCT A

COMPLETE FOUNDATION FOR A PREFABRICATED

BUILDING TO BE ERECTED BY OTHERS. THE

BUILDING IS ON SITE NEARBY.

PROVIDE 6" THICK COMPACTED AGGREGATE FILL

ON BOTH SIDES OF FOUNDATION AS SHOWN.

SLOPE 2% AWAY FROM THE BUILDING.

PROVIDE MINIMUM 6" OF CLEARANCE FROM TOP

OF FOUNDATION WALL TO SURROUNDING GRADE,

WITH THE EXCEPTION OF THE OVERHEAD AND

PERSONNEL DOOR. SLOPE GRADE AWAY FROM

FOUNDATION.

SEE DETAIL 1/C-2 FOR N-S GRADING PROFILE FOR

THE FOUNDATION AND SLAB

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E shillworthen Typewritten Text

FINAL DRAWING

2/9/2021

EXISTING

GROUND

F

IN

IS

H

E D

G R

A D

E

NOTE: EXISTING GROUND CONDITIONS

WILL REQUIRE SITE GRADING CUT AND

FILL TO ALLOW FOR A FINISHED SLAB ON

GRADE.

10 MIL VAPOR BARRIER UNDER SLAB

GRADE AWAY FROM

BUILDING AND TIE INTO

EXISTING GROUND.

SCALE 1" = 10'

NORTH-SOUTH SLAB FOUNDATION/ GRADING PROFILE

COMPACTED AGGREGATE FILL

EXISTING

GROUND

COMPACTED AGGREGATE FILL

F

IN

IS

H

E D

G R

A D

E

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/4 /21

:0

6 S

HI

LL

W

OR

TH

EN C

:\U

SE

RS

\S

HI

LL

W

OR

TH

EN

\B

OX

\E

NG

DE

SI

GN

\M

AN

TI

LA

SA

L\

PR

IC

E.

YA

RD

.F

IR

EE

NG

IN

EB

UI

LD

IN

G.

\D

W G\

C.

2.G

RA

DI

NG

.D

W G

R-4

INTERMOUNTAIN REGION

PRICE YARD FIRE

STORAGE:

FOUNDATION AND

SLAB

CONSTRUCTION

MANTI-LASAL NATIONAL

FOREST

PRICE RANGER DISTRICT

FOUNDATION GRADING

PROFILE

C. MILLER

C. MILLER

M-L STAFF

C-2 3 10

AutoCAD SHX Text

NORTH - SOUTH PROFILE

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E shillworthen Typewritten Text shillworthen Text Box

SHEET N-1

shillworthen Typewritten Text

2/9/21

SHEET F-1

shillworthen Typewritten Text

SHEET D-A

shillworthen Typewritten Text

SHEET D-B&C

shillworthen Typewritten Text

SHEET D-D

shillworthen Typewritten Text

SHEET D-E

shillworthen Typewritten Text

SHEET D-F

shillworthen Typewritten Text

Coversheets_USFS_STD_ctb.FOUNDATION.DESIGN.2021-G-1 (2)
Sheets and Views
G-1 (2)
C.1.Foundation.design.2021-PLOT 17X11
Sheets and Views
PLOT 17X11
Footing.Design.1.29.21
C.2.Grading-PLOT 17X11.pdf
Sheets and Views
PLOT 17X11
undefined:
REVISION:
31 tGTH IWN STREET lLPER UT AH 84526 435 4723914:
REVISION31 tGTH IWN STREET lLPER UT AH 84526 435 4723914:
31 tGTH IWN STREET lLPER UT AH 84526 435 4723914_2:
31 tGTH IWN STREET lLPER UT AH 84526 435 4723914_3:
JI 76 C to C:
L I:
19Row1:
undefined_2:
undefined_3:
19Row1_2:
undefined_4:
19Row2:
undefined_5:
undefined_6:
19Row3:
19Row3_2:
19Row3_3:
19Row3_4:
19Row3_5:
19Row3_6:
19Row3_7:
19Row3_8:
19Row3_9:
19Row3_10:
19Row3_11:
19Row3_12:
19Row3_13:
19Row3_14:
19Row3_15:
19Row3_16:
19Row4:
undefined_7:
undefined_8:
undefined_9:
undefined_10:
undefined_11:
undefined_12:
undefined_13:
undefined_14:
undefined_15:
undefined_16:
undefined_17:
Row1:
undefined_18:
undefined_19:
Row2:
undefined_20:
undefined_21:
Row3:
undefined_22:
undefined_23:
Row4:
undefined_24:
undefined_25:
Row5:
19Row13:
undefined_26:
undefined_27:
undefined_28:
undefined_29:
undefined_30:
undefined_31:
undefined_32:
undefined_33:
undefined_34:
undefined_35:
undefined_36:
undefined_37:
undefined_38:
undefined_39:
undefined_40:
undefined_41:
undefined_42:
undefined_43:
undefined_44:
undefined_45:
Row1_2:
undefined_46:
undefined_47:
undefined_48:
undefined_49:
undefined_50:
undefined_51:
undefined_52:
undefined_53:
undefined_54:
undefined_55:
undefined_56:
undefined_57:
undefined_58:
Row1_3:
JlJRow1:
undefined_59:
undefined_60:
JlJRow2:
r Row1:
JlJRow3:
undefined_61:
undefined_62:
I:
lff:
undefined_63:
1:
4:
I_2:
undefined_64:
36:
SA CUTS JIJIHTS JI 76 C to C 2h r r3 I r3 1 r nl M L I 19 t B f JlJ 510¼ E 7 76 2 L 1 k J X4 10 GIUGE IRE MESH 76 14 14 3 1 76 r 71 2 91o¼ 1 fJ I J B iO lf lff I 3 Ji 1 I 9 4 r11 3J Je1 STRUcru 5tl CUT JOINTS c DN9CTDC No iftf l It ffl 8 m lt 1 I Pru1 36 SHEET F1 PAGE 4 OF 9Row1:
ND:
REVISION_2:
u1YL11:
599 PRICE RIVER DR PRICE UT 11H 84501:
SA CUTS JIJIHTS JI 76 C to C 2h r r3 I r3 1 r nl M L I 19 t B f JlJ 510¼ E 7 76 2 L 1 k J X4 10 GIUGE IRE MESH 76 14 14 3 1 76 r 71 2 91o¼ 1 fJ I J B iO lf lff I 3 Ji 1 I 9 4 r11 3J Je1 STRUcru 5tl CUT JOINTS c DN9CTDC No iftf l It ffl 8 m lt 1 I Pru1 36 SHEET F1 PAGE 4 OF 9Row2:
undefined_65:
undefined_66:
undefined_67:
10:
undefined_68:
411X41110 GAUGE wIRE MESH:
4 wASHED GRAVEL:
1LPER UTAH 84526 435 4723914:
REVISION1LPER UTAH 84526 435 4723914:
1LPER UTAH 84526 435 4723914_2:
1LPER UTAH 84526 435 4723914_3:
DA:
10_2:
5311J:
A tEnvlronMentol NO:
REVISION_3:
SHEET DBC:
1011:
undefined_69:
1 4b11:
1011 1 4b11 11 8 4 19 311 11 CONCRETE 4X410 GAUGE vIRE MESH REBAR 1211 C TD C 4 REBAR 1211 C TD C 411 vASHED GRAVEL IN F 711 vi ASHED GRAVEL REBAR 911 C TD C 4 REBAR 121 C TD C NDISTURBED NATURAL GROUND SEE NOTE 9 CONCRETE STEM DETAIL WALL FDR SHEET DD PAGE 7 OF 9Row1:
1011 1 4b11 11 8 4 19 311 11 CONCRETE 4X410 GAUGE vIRE MESH REBAR 1211 C TD C 4 REBAR 1211 C TD C 411 vASHED GRAVEL IN F 711 vi ASHED GRAVEL REBAR 911 C TD C 4 REBAR 121 C TD C NDISTURBED NATURAL GROUND SEE NOTE 9 CONCRETE STEM DETAIL WALL FDR SHEET DD PAGE 7 OF 9Row2:
31 NllllTH HAIN STREIT lLPEI UTAH 84526 435 4723914:
REVISION31 NllllTH HAIN STREIT lLPEI UTAH 84526 435 4723914:
31 NllllTH HAIN STREIT lLPEI UTAH 84526 435 4723914_2:
31 NllllTH HAIN STREIT lLPEI UTAH 84526 435 4723914_3:
DD:
undefined_70:
SHEET DE:
REVISION_4:
FRONT EDGE OF CONCRETE FRONT EDGE OF CONCRETE rRONT EDGE OF CONCRETE BDL T DETAIL FDR CD LUM N 11 A 11 RONT EDGE OF CONCRETE BDL T DETAIL FDR C D L UM N II B 11 BDL T DETAIL FDR CD LUM N 11 C 11 SHEET DE PAGE 8 OF 9Row1:
GTAYLDR TJ PALUSO:
undefined_71:
undefined_72:
undefined_73:
1_2:
2:
undefined_74:
1_3:
2_2:
undefined_75:
undefined_76:
undefined_77:
II:
undefined_78:
undefined_79:
1_4:
2_3:
undefined_80:
undefined_81:
undefined_82:
31 HllTH HAIN STREET IEPER UTNi 84526 435 4723914:
TJ PIilUSO31 HllTH HAIN STREET IEPER UTNi 84526 435 4723914:
Df:
2021-02-05T10:00:28-0700
RYAN NEHL
2021-02-09T09:51:17-0700
CHRISTOPHER CAMPBELL

File details come from the government source that posted it. Updated .