J01b Drawings - U-O Pavement.pdf

PDF 18 MB Posted

Attached to
U&O Pavement in Fort Duchesne, Utah, Uintah County
Solicitation number
75H701-25-R-00051
Issued by

View the file

Other files

Show all 18

On GovTribe

Work with this file

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

Text version

IN

D

I A N

HEA LTH SER

V

ICE

1 9 5 5

FORT DUCHESNE UINTAH & OURAY CLINIC

PROJECT #PH23UO01C6 U&O PAVEMENT PROJECT

01/13/25

IA

N

HEA LTH SER

V

ICE

1 9 5 5

40191

PKY

S.B.

FG

NIC

LF

VG

D/W

SHT

(TYP)

EX

SW or S/W

EG

C&G

EOP

BSW

FF or FFE

EA

LF

SF

SY

NPI

PARKWAY

SETBACK

FINISH GRADE

NOT IN CONTRACT

FLOWLINE

VALLEY GUTTER

TYPICAL

EXISTING GRADE

EXISTING

DRIVEWAY

SIDEWALK

SHEET

CURB AND GUTTER

EDGE OF PAVEMENT

BACK OF SIDEWALK

FINISH FLOOR ELEVATION

EACH

LINEAL FEET

SQUARE FOOT

SQUARE YARDS

NON PAY ITEM

AP

POL

PCC

PRC

PT

PC

RP

R

BC or TC

POC

MPOC

ANGLE POINT

POINT ON LINE

POINT OF COMPOUND CURVATURE

POINT OF REVERSE CURVATURE

POINT OF CURVATURE

POINT OF TANGENCY

RADIUS POINT

MID POINT ON CURVE

POINT ON CURVE

RADIUS

BACK OF CURB (TOP)

CB CATCH BASIN

U.P. UTILITY POLE

X-ING CROSSING

MPOL MID POINT ON LINE

or FL

CY CUBIC YARDS

DC DEPRESSED CURB

BLDG BUILDING

GB GRADE BREAK

U.G. UNDERGROUND

G & D GRADING and DRAINAGE

W & S WATER and SEWER

INT INTERSECTION

TERM TERMINATION

TRANS TRANSITION

LP LOW POINT

U.N.O. UNLESS NOTED OTHERWISE

PH PHASE

AC ASPHALT CONCRETE

HC HANDICAP

HP HIGH POINT

BOT BOTTOM

CONC CONCRETE

CL CENTERLINE

ME MATCH EXISTING

C.T. CURB TERMINATION

G GUTTER

N.T.S. NOT TO SCALE

IA

N

HEA LTH SER

V

ICE

1 9 5 5

IA

N

HEA LTH SER

V

ICE

1 9 5 5

N.T.S.

N.T.S.

N.T.S.

NOTES:

N.T.S.

N.T.S.(NORMAL GUTTER PAN - WHERE PAVEMENT SLOPES TOWARDS CURB)

N.T.S.(INVERTED GUTTER PAN - WHERE PAVEMENT SLOPES AWAY FROM CURB)

N.T.S.

N.T.S.(NORMAL GUTTER PAN - WHERE

PAVEMENT SLOPES TOWARDS CURB)

N.T.S.(INVERTED GUTTER PAN - WHERE

PAVEMENT SLOPES AWAY FROM CURB)

N.T.S.

N.T.S.

SCALE:1" = 20'

N.T.S.

N.T.S.

N.T.S.

G GUTTER

TC TOP OF CURB (BACK)

N.T.S.

N.T.S.

(ADDITIONAL DEMOLITION INFORMATION)

(ADDITIONAL CONSTRUCTION INFORMATION)

I A N

HEA LTH SER

V

ICE

IA

N

HEA LTH SER

V

ICE

1 9 5 5

N.T.S.

IA

N

HEA LTH SER

V

ICE

IA

N

HEA LTH SER

V

ICE

1 9 5 5

POINT NORTHING EASTING ELEV DESCRIPTION POINT NORTHING EASTING ELEV DESCRIPTION

IA

N

HEA LTH SER

V

ICE

1 9 5 5

POINT NORTHING EASTING ELEV DESCRIPTION POINT NORTHING EASTING ELEV DESCRIPTION

IA

N

HEA LTH SER

V

ICE

IA

N

HEA LTH SER

V

ICE

IA

N

HEA LTH SER

V

ICE

IA

N

HEA LTH SER

V

ICE

01/13/2025

R

181.5" T-1

171.5" T-2

191.5" T-3

231.5" T-4

181.5" T-5

C

1" D1

1" D2

332" T9

181" T8

251.5" T6

221.5" T7

R C

211.5" T1

51" D1

IN

D

IA

N

HEA LTH SER

V

ICE

M

WR2WIRELESS SENSOR

IN

D

I A N

HEA LTH SER

V

ICE

Sheets and Views
100% Construction Dwgs-01 TITLE SHEET
100% Construction Dwgs-02 COVER SHEET
100% Construction Dwgs-03 PHASING PLAN
100% Construction Dwgs-04 DETAILS
100% Construction Dwgs-05 DEMO PLAN
100% Construction Dwgs-06 G&D WEST
100% Construction Dwgs-07 G&D EAST
100% Construction Dwgs-08 CONTROL WEST
100% Construction Dwgs-09 CONTROL EAST
100% Construction Dwgs-10 SWPPP NOTES
100% Construction Dwgs-11 SWPPP DETAILS
100% Construction Dwgs-12 SWPPP PLAN

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