ATTACHMENT 4 - DRAWINGS-BASE NEW ENTRANCE AND SITE - PART 1 pgs 16-31.pdf

PDF 21 MB Posted Apr 21, 2025

Attached to: Pineview Reservoir Recreation Complex Reconstruction – Uinta Wasatch, Cache National Forest, Weber Utah
Solicitation number: 1282B125R0015
Issued by: Department of Agriculture Forest Service

View the file

Other files

File	Type	Posted
1282B125R0015_A0004_S.pdf	PDF	Jun 11, 2025
ATTACHMENT 9 - SCHEDULE OF ITEMS - RV2 A0004.xlsx	XLSX spreadsheet	Jun 11, 2025
ATTACHMENT 7 - DRAWINGS - BASE PINEVIEW TRAILHEAD pgs 1-10 RV1.pdf	PDF	Jun 9, 2025
1282B125R0015_A0003_Final.pdf	PDF	Jun 9, 2025
ATTACHMENT 9 - SCHEDULE OF ITEMS - RV1 0003.xlsx	XLSX spreadsheet	Jun 9, 2025
ATTACHMENT 1 - SOW-SPECS-BASE-ROAD - SITE IMPROV. RV1.pdf	PDF	May 27, 2025
1282B125R0015_A0002_Final.pdf	PDF	May 27, 2025
PineViewSignInSheet05122025.pdf	PDF	May 27, 2025
ATTACHMENT 11 - Pineview Rec Facilities Final Geo Report (07.31.23).pdf	PDF	May 27, 2025
Amendment 0001 - 1282B125R0015 Pineview.pdf	PDF	Apr 21, 2025
ATTACHMENT 6 - DRAWINGS-BASE NEW ENTRANCE AND SITE - PART 3.pdf	PDF	Apr 21, 2025
ATTACHMENT 5 - DRAWINGS-BASE NEW ENTRANCE AND SITE - PART 2.pdf	PDF	Apr 21, 2025
ATTACHMENT 1 - SOW-SPECS-BASE-ROAD - SITE IMPROV..pdf	PDF	Apr 21, 2025
ATTACHMENT 7 - DRAWING-BASE PINEVIEW TRAILHEAD pgs 1-10.pdf	PDF	Apr 21, 2025
ATTACHMENT 4 - DRAWINGS-BASE NEW ENTRANCE AND SITE - PART 1 pgs 1-15.pdf	PDF	Apr 21, 2025
ATTACHMENT 7 - DRAWING-BASE PINEVIEW TRAILHEAD pgs 26-40.pdf	PDF	Apr 21, 2025
ATTACHMENT 7 - DRAWING-BASE PINEVIEW TRAILHEAD pgs 41-50.pdf	PDF	Apr 21, 2025
ATTACHMENT 9 - SCHEDULE OF ITEMS - RV6.xlsx	XLSX spreadsheet	Apr 21, 2025
ATTACHMENT 8 - DRAWINGS- OPTION 1001-NEW POINT pgs 16-30.pdf	PDF	Apr 21, 2025
ATTACHMENT 8 - DRAWINGS- OPTION 1001-NEW POINT pgs 31-44.pdf	PDF	Apr 21, 2025
ATTACHMENT 4 - DRAWINGS-BASE NEW ENTRANCE AND SITE - PART 1 pgs 32-50.pdf	PDF	Apr 21, 2025
ATTACHMENT 7 - DRAWING-BASE PINEVIEW TRAILHEAD pgs 11-25.pdf	PDF	Apr 21, 2025
ATTACHMENT 3 - SOW - SPECS-OPTION ITEM 1001 -NEW POINT.pdf	PDF	Apr 21, 2025
ATTACHMENT 2 - SOW -SPECS-BASE - PINEVIEW TRAILHEAD.pdf	PDF	Apr 21, 2025
ATTACHMENT 8 - DRAWINGS- OPTION 1001-NEW POINT pgs 1-15.pdf	PDF	Apr 21, 2025
1. Request for Proposal 1282B125R0015.pdf	PDF	Apr 21, 2025
ATTACHMENT 10 - DBA WAGE DETERMINATION WEBER COUNTY UTAH.pdf	PDF	Apr 21, 2025

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T 9F

T 6I

T 9F

T 6I

T 9F

ALIGNMENT: BOAT RAMP

STA: 1+00.00

OFF: 0.00'

NORTHING: 3622839.66

EASTING: 1553033.80

4+00

5+00

6+00

7+00

8+00

9+00

10+00

11+00

+00

: 2

+2 1.

: 7

+3 5.

PI: 8+70.36

PI: 11+10.94

: 3

+0 2.

: 3

+4 6.

PC: 13+67.39

: 3

+2 6.

: 3

+7 7.

PORT RAMP ROAD - STA: 6+01.03 =

BOAT RAMP - STA: 1+14.83

L28

L29

L30

EXIST. W

ATER

ELL 4FT C

TER

ETAIN

ALL

T 9F

T 6I

T 9F

ATER

VAU

EXIST. W

ATER

ELL 4FT C

TER

ETAIN

ALL

T 9F

T 6I

T 9F

ATER

VAU

ALIGNMENT: PORT RAMP ROAD

STA: 1+00.00

OFF: 0.00'

NORTHING: 3622340.07

EASTING: 1553080.42

ALIGNMENT: BOAT RAMP

STA: 1+00.00

OFF: 0.00'

NORTHING: 3622839.66

EASTING: 1553033.80

ALIGNMENT: BOAT RAMP

STA: 4+97.27

OFF: 0.00'

NORTHING: 3622839.66

EASTING: 1553431.06

ALIGNMENT: PORT RAMP ROAD

STA: 15+79.10

OFF: 0.00'

NORTHING: 3623731.58

EASTING: 1552794.66

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

11+00

+00

14+00 15+00

: 2

+2 1.

: 7

+3 5.

PI: 8+70.36

PI: 11+10.94

: 1

: 3

+0 2.

: 3

+4 6.

PC: 13+67.39

: 3

+2 6.

: 3

+7 7.

: 1

PORT RAMP ROAD - STA: 1+00.00 =

ENTRY ROAD - STA: 20+17.21

PORT RAMP ROAD - STA: 3+16.41 =

EXIT ROAD - STA: 10+41.05

PORT RAMP ROAD - STA: 6+01.03 =

BOAT RAMP - STA: 1+14.83

L25

L26

L27

L28

L29

L30

L32 L33

C11 C12

C13

CLPR

Number

L25

L26

C11

L27

C12

L28

L29

L30

L31

C13

L32

L33

Radius

200.00

72.00

Length

121.99

80.15

24.27

20.31

31.04

358.12

134.48

240.58

256.45

52.80

96.61

62.30

Line/Chord Direction

N4° 48' 06.28"W

N2° 55' 21.55"W

N0° 33' 11.09"E

N4° 01' 43.72"E

N0° 25' 02.48"W

N4° 51' 48.67"W

N26° 47' 12.86"W

N26° 34' 18.08"W

N28° 44' 59.96"W

N7° 44' 34.24"W

N13° 15' 51.49"E

N32° 53' 13.23"E

Start Sta.

1+00.00

2+21.99

3+02.14

3+26.40

3+46.71

3+77.75

7+35.87

8+70.36

11+10.94

13+67.39

14+20.19

15+16.80

End Sta.

2+21.99

3+02.14

3+26.40

3+46.71

3+77.75

7+35.87

8+70.36

11+10.94

13+67.39

14+20.19

15+16.80

15+79.10

PI Ext. Sta.

3+14.28

3+62.26

13+95.04

Northing Easting

Start N: 3622340.0666 E: 1553080.4167

Start N: 3622461.6252 E: 1553070.2054

PI N: 3622553.8016 E: 1553065.4994

Start N: 3622565.9191 E: 1553066.3529

PI N: 3622601.6895 E: 1553068.8722

Start N: 3622617.1848 E: 1553067.5538

Start N: 3622974.0204 E: 1553037.1910

Start N: 3623094.0722 E: 1552976.5829

Start N: 3623309.2446 E: 1552868.9655

PI N: 3623558.3202 E: 1552732.3181

Start N: 3623585.2311 E: 1552738.6618

Start N: 3623679.2650 E: 1552760.8287

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

/7/

:0 3 D

T-

-2

2 P

W R

\_P

2- C4

9803098-2202

PRICE

ESSIONAL ENGINEER

TO F

ETATS

TREVOR N.

12/07/23

GAOA PINEVIEW

RESERVOIR

RECREATION

COMPLEX

RECONSTRUCTION

-PHASE 2 PORT

RAMP

UINTA-WASATCH-CACHE

NATIONAL FOREST

OGDEN RANGER DISTRICT

HORIZONTAL CONTROL

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

15 136

(R04)

INTERMOUNTAIN

CENTERLINE - PORT RAMP

NOTE: NORTHINGS, EASTINGS, ELEVATIONS, AND OTHER

SPACIAL DATA ARE FOR THE CONTRACTOR'S

CONVENIENCE ONLY. THE CONTRACTOR SHALL USE BEST

JUDGEMENT IN THE FIELD AND VERIFY STAKING WITH

CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO

CONSTRUCTION. ALERT ENGINEER OF DISCREPANCIES.

03/05/25Area N.I.C omena Text Box

NOT IN CONTRACT

omena Line omena Line omena Polygon

EXIST. W

ATER

ELL 4FT C

TER

R/W

AIR

VAC

ATER

VAU

LOD

LOD LOD LOD LOD LOD

LOD

PAVE-CUT

PAVE-CUT PAVE-CUT

PAVE-CUT

LOD

LODLOD

LOD

LODLOD

LOD

LOD LOD

LOD

LODLOD

LOD

LODLOD

LOD

ETAIN

ALL

ETAIN

ALL

SCOPE OF WORK:

PROVIDE, INSTALL AND/OR

CONSTRUCT THE FOLLOWING PER THE

SPECIFICATIONS GIVEN OR

REFERENCED, THE DETAILS NOTED,

AND/OR AS SHOWN IN THE

CONSTRUCTION DRAWINGS:

DEMO KEYNOTES

PROTECT AND PRESERVE ALL

EXISTING IMPROVEMENTS

INCLUDING BUILDINGS, CURB AND

GUTTER, SIDEWALK, CONCRETE,

ASPHALT, OTHER IMPROVED

SURFACES, FENCES, POWER

POLES, UTILITIES, SIGNS, ETC.

(TYPICAL UNLESS OTHERWISE

NOTED).

CLEAR, GRUB, AND GRADE FOR

PROPOSED PAVEMENT SECTION

OR OTHER SURFACE

IMPROVEMENTS.

LIMIT OF DISTURBANCE.

REMOVE AND PROPERLY DISPOSE

OF EXISTING ASPHALT PAVEMENT

AND ROAD BASE SUFFICIENT FOR

INSTALLATION OF NEW PAVEMENT

SECTION. SEE ROADWAY PLAN

AND PROFILES AND PAVEMENT

PLANS.

SAWCUT EXISTING ASPHALT

PAVEMENT TO PROVIDE A CLEAN

EDGE FOR THE TRANSITION

BETWEEN EXISTING AND

PROPOSED ASPHALT PAVEMENT

OR CONCRETE CURB.

REMOVE AND PROPERLY DISPOSE

OF EXISTING FENCE AND

GUARDRAIL

REMOVE AND PROPERLY DISPOSE

OF EXISTING STORM DRAIN

REMOVE AND PROPERLY DISPOSE

OF EXISTING VAULT RESTROOM.

REMOVE AND PROPERLY DISPOSE

OF EXISTING RETAINING WALL.

REMOVE AND PROPERLY DISPOSE

OF EXISTING CONCRETE

INCLUDING STAIRS, SIDEWALKS,

AND PADS.

PROTECT EXISTING TREES AND

VEGETATION AS NOTED TO REMAIN

THROUGHOUT CONSTRUCTION.

DO NOT DISTURB BELOW UNITED

STATES ARMY CORPS OF

JURISDICTION ELEVATION, 4902,

UNLESS NOTED ON DRAWINGS.

REMOVE AND DISPOSE OF

EXISTING DUMP STATION

REMOVE AND PROPERLY DISPOSE

OF EXISTING BOAT RAMP.

UTAH DWR DIP TANK. SEE NOTE

ON THIS SHEET FOR MORE

INFORMATION.

WEBER COUNTY WAYFINDING

SIGNS BY OTHERS, COORDINATE

WITH COUNTY, UDOT, AND USFS

FOR RELOCATION AS NEEDED TO

ACCOMMODATE PROJECT

IMPROVEMENTS.

KEYMAP

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

/7/

:2 4 Z

T Q:

\!2

2\U T-

-2 2 P

\_P

\C 5-

C6 D

.D W

9803098-2202

PRICE

ESSIONAL ENGINEER

TO F

ETATS

TREVOR N.

12/07/23

GAOA PINEVIEW

RESERVOIR

RECREATION

COMPLEX

RECONSTRUCTION

-PHASE 2 PORT

RAMP

UINTA-WASATCH-CACHE

NATIONAL FOREST

OGDEN RANGER DISTRICT

DEMOLITION PLAN

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

16 136

(R04)

INTERMOUNTAIN

DO NOT IMPACT

PRIVATE DRIVEWAY

OUTSIDE OF ROW

DO NOT IMPACT

PRIVATE DRIVEWAY

OUTSIDE OF ROW

DEMOLITION LEGEND

EXISTING PAVEMENT

CLEAR AND GRUB

REMOVE EXISTING

PAVEMENT

PINEVIEW

TRAILHEAD

SR-158

ENTRY RD

01 16

PROPERTY LINE

FENCE RUNNING

NORTH TO SOUTH

SHALL BE PRESERVED.

INTERNAL

FENCE/GUARDRAIL

RUNNING EAST TO

WEST SHALL BE

REMOVED.

NOTE:

FOR THE PURPOSES OF BIDDING,

CONTRACTOR SHALL ASSUME THAT

DIP TANK WILL BE INSTALLED BY

OTHERS PRIOR TO THE DEMOLITION

DONE ON THIS SHEET.

CONTRACTOR TO FIELD VERIFY DIP

TANK STATUS PRIOR TO

MOBILIZATION AND SHALL BE

RESPONSIBLE TO PROTECT IN

PLACE DIP TANK AND ALL

ADJACENT FEATURES.

PROTECT IN PLACE ALL FENCING, SIGNS, AND

UTILITIES OUTSIDE OF THE PROJECT LIMITS OF

DISTURBANCE. ANY INCIDENTAL IMPACTS SHALL

BE RESTORED TO ORIGINAL CONDITION AT NO

EXPENSE TO THE OWNER.

REMOVE AND REINSTALL GATE AND TIRE

RIPPERS AT EXISTING LOCATION.

NOTE:

ALL EXISTING SIGNAGE ALONG

SR-158 SHALL BE PRESERVED

UNLESS OTHERWISE NOTED. IF

SIGNS NEED TO BE RELOCATED

BASED ON ROADWAY CHANGES,

THE SIGNS SHALL BE RELOCATED

OR REPLACED WITH THE SAME

TYPE OUTSIDE OF THE PAVEMENT

LIMITS PER UDOT STANDARDS.

03/05/25Area N.I.C.

omena Text Box

NOT IN CONTRACT

omena Line omena Line

R/W

AIR

VAC

PAVE-CUT

PAVE-C

T PAVE-CUT

PAVE-CUT

LOD

D LOD

LOD

G R

R/W

R/W R/W

R/W

N E

T 2F

T 4I

T 3F

T 8I

T 8F

T 6I

LOD

PAVE-CUT

LOD

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

/7/

:2 4 Z

T Q:

\!2

2\U T-

-2 2 P

\_P

\C 5-

C6 D

.D W

9803098-2202

PRICE

ESSIONAL ENGINEER

TO F

ETATS

TREVOR N.

12/07/23

GAOA PINEVIEW

RESERVOIR

RECREATION

COMPLEX

RECONSTRUCTION

-PHASE 2 PORT

RAMP

UINTA-WASATCH-CACHE

NATIONAL FOREST

OGDEN RANGER DISTRICT

SR-158 DEMOLITION

PLAN

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

17 136

(R04)

INTERMOUNTAIN

SCOPE OF WORK:

PROVIDE, INSTALL AND/OR

CONSTRUCT THE FOLLOWING PER THE

SPECIFICATIONS GIVEN OR

REFERENCED, THE DETAILS NOTED,

AND/OR AS SHOWN IN THE

CONSTRUCTION DRAWINGS:

DEMO KEYNOTES

PROTECT AND PRESERVE ALL

EXISTING IMPROVEMENTS

INCLUDING BUILDINGS, CURB AND

GUTTER, SIDEWALK, CONCRETE,

ASPHALT, OTHER IMPROVED

SURFACES, FENCES, POWER

POLES, UTILITIES, SIGNS, ETC.

(TYPICAL UNLESS OTHERWISE

NOTED).

CLEAR, GRUB, AND GRADE FOR

PROPOSED PAVEMENT SECTION

OR OTHER SURFACE

IMPROVEMENTS.

LIMIT OF DISTURBANCE.

REMOVE AND PROPERLY DISPOSE

OF EXISTING ASPHALT PAVEMENT

AND ROAD BASE SUFFICIENT FOR

INSTALLATION OF NEW PAVEMENT

SECTION. SEE ROADWAY PLAN

AND PROFILES AND PAVEMENT

PLANS.

SAWCUT EXISTING ASPHALT

PAVEMENT TO PROVIDE A CLEAN

EDGE FOR THE TRANSITION

BETWEEN EXISTING AND

PROPOSED ASPHALT PAVEMENT

OR CONCRETE CURB.

REMOVE AND STORE EXISTING

PEDESTRIAN SIGNS FOR RE-USE

WEBER COUNTY WAYFINDING

SIGNS BY OTHERS, COORDINATE

WITH COUNTY, UDOT, AND USFS

FOR RELOCATION AS NEEDED TO

ACCOMMODATE PROJECT

IMPROVEMENTS.

KEYMAP

PINEVIEW TRAILHEAD AREA

SHOWN FOR REFERENCE ONLY.

NOT PART OF PROJECT.

NOT ALL PAVEMENT ON SR-158 TO BE

REMOVED. SEE SR-158 PLAN AND

PROFILES AND ROADWAY SECTIONS

FOR EXACT LIMITS OF PAVEMENT

REMOVAL AND REPLACEMENT.

C6PINEVIEW

TRAILHEAD

SR-158

ENTRY RD

PORT RAMP

DEMOLITION LEGEND

EXISTING PAVEMENT

CLEAR AND GRUB

REMOVE EXISTING

PAVEMENT

REMOVE AND REINSTALL EXISTING CROSSING SIGNS. INSTALL

OUTSIDE OF PAVEMENT PER UDOT STANDARDS

PROTECT IN PLACE ALL FENCING, SIGNS, AND

UTILITIES OUTSIDE OF THE PROJECT LIMITS OF

DISTURBANCE. ANY INCIDENTAL IMPACTS SHALL

BE RESTORED TO ORIGINAL CONDITION AT NO

EXPENSE TO THE OWNER.

REMOVE AND REINSTALL GATE AND TIRE

RIPPERS AT EXISTING LOCATION.

NOTE:

ALL EXISTING SIGNAGE ALONG SR-158

SHALL BE PRESERVED UNLESS

OTHERWISE NOTED. IF SIGNS NEED TO

BE RELOCATED BASED ON ROADWAY

CHANGES, THE SIGNS SHALL BE

RELOCATED OR REPLACED WITH THE

SAME TYPE OUTSIDE OF THE

PAVEMENT LIMITS PER UDOT

STANDARDS.

EXIST. TRAIL SIGN

EXIST. NO TRESPASSING SIGN\DEAD END

EXIST. STOP SIGN

EXIST. NATIONAL FOREST SIGN

EXIST. SIGN CROSSING AHEAD

EXIST. TRAIL CROSSING SIGN

EXIST. NO PARKING SIGN

EXIST. STOP SIGN

EXIST. NO PARKING SIGN

EXIST. STREET SIGN

EXIST. NO PARKING SIGN

EXIST. NO PARKING BETWEEN SIGNS POST

EXIST. NO PARKING SIGN

EXIST. PORT RAMP SIGNEXIST. PORT RAMP SIGN

EXIST. NO PARKING SIGN

EXIST. CACHE

NATIONAL FOREST

BOAT LAUNCHING

PORT RAMP SIGN

EXIST. NO PARKING SIGNS

EXIST. NO PARKING BETWEEN SIGNS POST

EXIST. NO PARKING SIGNS POST

EXIST. STOP SIGN

EXIST. sps hours

EXIST. FOREST SERVICE SIGNS

EXIST. CLOSED SIGN

EXIST. STOP SIGN

EXIST. PORT RAMP SIGN

EXIST. STOP SIGN

EXIST. SIGN BOAT

GROVE

HIG

HWAY 158

5150 E

EXIST. NO PARKING

BETWEEN SIGNS

POST

PAVE-C

-C

UTPA

-C

PAVE-C

PAVE-CUT

1'' W

'' S

1'' W 2'' W

2'' W 2'' W

2'' W

S S

2'' W

24'' SD

SDSD

x x x x x x x x x x x x x x x x x x x x x x x x x

R/W

R/W x x x x x x

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

/11

/23

:1 2 Z

T Q:

\!2

2\U T-

-2 2 P

\_P

\C 7 C

.D W

9803098-2202

PRICE

ESSIONAL ENGINEER

TO F

ETATS

TREVOR N.

GAOA PINEVIEW

RESERVOIR

RECREATION

COMPLEX

RECONSTRUCTION

-PHASE 2 PORT

RAMP

UINTA-WASATCH-CACHE

NATIONAL FOREST

OGDEN RANGER DISTRICT

CROSS REFERENCE

SHEET

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

18 136

(R04)

INTERMOUNTAIN

-1

C11

SR-158 P&P

C21

SR-158 S&S

C12

SR-158 P&P

C21

SR-158 S&S

C13

SR-158 P&P

C22

SR-158 S&S

C18

EXIT RD P&P

C27

EXIT RD EC

C28

EXIT RD S&S

C19

EXIT RD P&P

C27

EXIT RD EC

C28

EXIT RD S&S

C14 ENTRY RD P&P

C23 ENTRY RD EC

C25 ENTRY RD S&S C15 ENTRY RD P&PC23 ENTRY RD ECC25 ENTRY RD S&S

C16 ENTRY RD P&P

C24 ENTRY RD EC

C26 ENTRY RD S&S C17

ENTRY R

D P &P

C24

ENTRY R

D E C

C26

ENTRY R

D S &S C

R T

R A

M P

T R

A M

T R

A M

P G

R A

D E

T R

A M

T R

A M

P S&

P O

R T

R A

M P

P A

V E

P O

R T

R A

M P

E /U

P O

R T

R A

M P

G R

A D

E C

O R

T R

A M

P E

C C

O R

T R

A M

P S

P O

R T

R A

M P

P A

V E

P O

R T

R A

M P

E /U

P O

R T

R A

M P

G R

A D

E C

O R

T R

A M

P E

P H

A S

S U

M M

A R

Y O

E M

PHASE 1 SUM

ARY O

F ITEM

05/13/2024

03/05/25Area N.I.C.

omena Text Box

NOT IN CONTRACT

omena Line omena Line omena Line omena Line

G R

PAVE-CUT

PAVE-CUT PAVE-CUT

PAVE-CUT

1'' W

24'' SD

1'' W

2'' W

2'' W 2'' W

2'' W

2'' W 2'' W

24'' SD

x x x x x x x x x x x x x x x x x x x x x x x x x

R/W

R/W x x x x x

HIGHWAY 158

5150 E

SDSD

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

/30

/23

:3 1 M

\!2

2\U

T-

-2

2 P

W R

\_P

8- C8

9803098-2202

PRICE

ESSIONAL ENGINEER

TO F

ETATS

TREVOR N.

12/07/23

GAOA PINEVIEW

RESERVOIR

RECREATION

COMPLEX

RECONSTRUCTION

-PHASE 2 PORT

RAMP

UINTA-WASATCH-CACHE

NATIONAL FOREST

OGDEN RANGER DISTRICT

PORT RAMP OVERALL

SITE

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

19 136

(R04)

INTERMOUNTAINPARKING DATA TABLE

STANDARD STALLS 56

TRAILER PARKING 65

ADA - ACCESSIBLE STALLS 9

TOTAL STALLS 130

COMFORT STATIONS RECOMMENDED

130 STALLS X 3.5 PAOT (PEOPLE AT ONE

TIME) PER STALL / 35 PAOT PER SEAT =

13 SEATS

2 SEATS PER 2-UNIT COMFORT STATION

(4 COMFORT STATIONS RECOMMENDED)

1 SEAT PER SINGLE VAULT COMFORT

STATION (2 SINGLE VAULT STATIONS

RECOMMENDED)

NEW POINT ENTRANCE

NEW POINT EXIT

GATE

ENTRY BOOTHS

DRAINAGE COLLECTION AREA

SINGLE UNIT COMFORT STATION

DRAINAGE COLLECTION AREA

DWR AREA CONCRETE SIDEWALK

CONCRETE STEPS

SHORE PROTECTION

CONCRETE STEPS

CONCRETE

SIDEWALK

TWO UNIT COMFORT

STATION

TWO UNIT COMFORT STATION

CONCRETE SIDEWALK

SHORE PROTECTION

CONCRETE SIDEWALK

SHADE STRUCTURES WITH PICNIC TABLES

(1) ACCESSIBLE WITH CONCRETE PAD AND ACCESS

(3) NON-ACCESSIBLE WITH COMPACTED GRAVEL PAD AND ACCESS

TWO UNIT COMFORT STATION

TIE INTO EXISTING TRAIL

FUTURE CONCESSIONAIRE BLDG.

UNPAVED ROAD FOR GOLF CARTS WHEN GATES ARE CLOSED

CAMP HOST/CONCESSIONAIRE SITES

WITH RV PAD AND UTILITY HOOK-UPS

TURN AROUND AREA

GRAVEL PARKING FOR GOLF CART

GATE TO RESTRICT ACCESS INTO CAMP HOST AREA

TRASH ENCLOSURE

WITH DUMPSTER

TRAILER /BOAT DUMP STATION

TWO UNIT COMFORT STATION

CONCRETE SIDEWALK

SINGLE UNIT COMFORT

STATION

BOAT WIPE DOWN AND TRAVEL PREP AREAS

PRESERVE EXISTING ACCESS

EXISTING LANES

GATE TO RESTRICT ACCESS

(ONLY OPEN TO EMERGENCY VEHICLES)

SR - 158

UNPAVED TRAIL

GRAVEL PATH

CONCRETE SIDEWALK

UNPAVED TRAIL

GRAVEL PATH

FUTURE PLP TRAIL EXTENSION

TRASH ENCLOSURE WITH DUMPSTER

PRESERVE EXISTING ACCESS

CONCRETE

PATH

US ARMY CORPS OF ENGINEERS

JURISDICTIONAL HWL

EXISTING FENCE

TO REMAIN

CONCEPTUAL LAYOUT FOR

FUTURE ACCESS WHEN SNOW

BASIN PARCEL IS DEVELOPED

EXISTING FENCE

TO REMAIN

PINEVIEW

TRAILHEAD

SR-158

ENTRY RD

KEYMAP

03/05/25Gate and Area N.IC.

omena Polygon omena Text Box

NOT IN CONTRACT

omena Line omena Line omena Polygon omena Text Box

GATE NOT IN CONTRACT

> PAVE-CUT

PAVE-CUT

24'' SD

R/W

G R

N E

T 2F

T 4I

T 3F

T 8I

T 8F

T 6I

PAVE-CUT

PAVE-CUT PAVE-CUT

PAVE-CUT

24'' SD

x x x x x x x x x x x x x x x x x x x x x x x x x

R/W

R/W x x

HIGHWAY 158

5150 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

/30

/23

:3 1 M

\!2

2\U

T-

-2

2 P

W R

\_P

8- C8

9803098-2202

PRICE

ESSIONAL ENGINEER

TO F

ETATS

TREVOR N.

12/07/23

GAOA PINEVIEW

RESERVOIR

RECREATION

COMPLEX

RECONSTRUCTION

-PHASE 2 PORT

RAMP

UINTA-WASATCH-CACHE

NATIONAL FOREST

OGDEN RANGER DISTRICT

SR-158 OVERALL SITE

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

20 136

C8.1

(R04)

INTERMOUNTAIN

CHIP SEAL

NEW PAVEMENT

NEW

PAVEMENT

4 INCH SOLID WHITE LINE

4 INCH SOLID

WHITE LINE

4 INCH SOLID

WHITE LINE

DOUBLE 4 INCH

SOLID YELLOW LINE

DOUBLE 4 INCH SOLID

YELLOW LINE

DOUBLE 4 INCH

SOLID YELLOW LINE

DOUBLE 4 INCH

SOLID YELLOW LINE

8 INCH SOLID

WHITE LINE

'4'

'12

CONCEPTUAL LAYOUT FOR

FUTURE PEDESTRIAN UNDERPASS

BEGIN WORK

NEW ENTRY ROAD

180' @ 15:1 TAPER

435' TOTAL DECELERATION LENGTH

100' MIN. STORAGE

LANE TAPER AREA. 55:1 TAPER RATE. 660' TOTAL LENGTH

NEW

ENTRY

ROAD

FUTURE PLP

TRAIL EXTENSION

CONCEPTUAL LAYOUT FOR

FUTURE CONNECTION

WHEN SNOW BASIN

PARCEL IS DEVELOPED

EXISTING RIGHT

HAND TURN

LANE TO REMAIN

EXISTING ACCESS TO REMAIN.

NO IMPROVEMENTS PLANNED.

FUTURE PLP

TRAIL EXTENSION END WORK

NEW PAVEMENT

4 INCH SOLID WHITE LINE

DOUBLE 4 INCH SOLID

YELLOW LINE

8 INCH SOLID WHITE LINE

587' TOTAL DECELERATION LENGTH

180' @ 15:1 TAPER

LANE TAPER AREA (55:1 TAPER RATE, 660' TOTAL LENGTH)

MIN. 100'

STORAGE

4 INCH SOLID WHITE LINE ROADWAY

CENTERLINE

ROADWAY

CENTERLINE

CHIP SEAL

TOTAL SF OF NEW PAVEMENT - 38383

TOTAL SF OF CHIP SEAL - 101980

8 INCH SOLID WHITE LINE

C8.1

PINEVIEW

TRAILHEAD

SR-158

ENTRY RD

C8.1

KEYMAP

NOTE:

MINIMUM 30 DAY WAITING PERIOD

REQUIRED BETWEEN ASPHALT

PLACEMENT AND CHIP SEAL, TO ALLOW

FOR PROPER CURING. REFER TO

CURRENT UDOT STANDARDS.

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

R/WR/WR/WR/WR/WR/WR/WR/WR/W

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

R/WR/WR/WR/WR/WR/WR/WR/WR/W

C U

T C

U T

C U

T CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

R/WR/WR/WR/WR/WR/WR/WR/WR/W

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

R/WR/WR/WR/WR/WR/WR/WR/WR/W

4931 4932 4933 4934 4936 4937 4938 4939

4941 4942

R/W R/W R/W R/W R/W R/W R/W R/W R/W

R/WR/WR/WR/WR/WR/W

R/W R/W R/W R/W R/W R/W R/W R/W R/W

R/WR/WR/WR/WR/WR/WR/W

CUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUT

C U

T C

U T

C U

R/W R/W R/W R/W R/W R/W R/W R/W R/W

R/WR/WR/WR/WR/WR/W

R/W R/W R/W R/W R/W R/W R/W R/W R/W

R/WR/WR/WR/WR/WR/WR/W

4931 4932 4933 4934 4936 4937 4938 4939

4941 4942

N (F

STATION (FEET)

SR-158 PROFILE

1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+25

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

/7/

:1 0 M

\!2

2\U

T-

-2

2 P

W R

\_P

9- C1

3 S R-

8 P

&P .D

W G;

9803098-2202

PRICE

ESSIONAL ENGINEER

TO F

ETATS

TREVOR N.

12/07/23

PLAN VIEW

PROFILE VIEW

SEE TRAILHEAD DRAWING

PACKAGE FOR CONTINUATION

C H

EXISTING ROW

DESIGN SHALL MATCH EXISTING GRADE

PROPOSED EDGE

OF ASPHALT

EXISTING EDGE

OF ASPHALT

EXISTING EDGE

OF ASPHALT

GAOA PINEVIEW

RESERVOIR

RECREATION

COMPLEX

RECONSTRUCTION

-PHASE 2 PORT

RAMP

UINTA-WASATCH-CACHE

NATIONAL FOREST

OGDEN RANGER DISTRICT

SR-158 PLAN & PROFILE

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

21 136

(R04)

INTERMOUNTAIN

NEW PAVEMENT PER UDOT

STANDARDS. SEE ROADWAY

SECTIONS AND GENERAL NOTES.

SAWCUT EXISTING

PAVEMENT

SAWCUT EXISTING

PAVEMENT

PROPOSED EDGE

OF ASPHALT

CHIP SEAL ALL NEW AND EXISTING

PAVEMENT WITHIN PROJECT LIMITS

OF DISTURBANCE PER UDOT

STANDARDS. SEE ROADWAY

SECTIONS AND GENERAL NOTES.

BEGIN SR-158

IMPROVEMENTS

NOTES:

1. SEE SHEETS D38-D40 FOR

ROADWAY DESIGN CROSS

SECTIONS.

2. ALL WORK WITHIN THE UDOT

RIGHT-OF-WAY IS SUBJECT TO THE

CURRENT UDOT STANDARD

DRAWINGS AND SPECIFICATIONS.

3. CONTRACTOR IS RESPONSIBLE

FOR OBTAINING A UDOT

ENCROACHMENT PERMIT FOR THE

CONSTRUCTION ON SR-158.

4. SEE PROJECT GENERAL NOTES

FOR ADDITIONAL UDOT

REQUIRMENTS.

5. MINIMUM 30 DAY WAITING PERIOD

REQUIRED BETWEEN ASPHALT

PLACEMENT AND CHIP SEAL TO

ALLOW FOR PROPER CURING.

REFER TO CURRENT UDOT

STANDARDS.

6. NORTHINGS, EASTINGS,

ELEVATIONS, AND OTHER SPACIAL

DATA ARE FOR THE

CONTRACTOR'S CONVENIENCE

ONLY. THE CONTRACTOR SHALL

USE BEST JUDGEMENT IN THE

FIELD AND VERIFY STAKING WITH

CONTRACTING OFFICER'S

REPRESENTATIVE PRIOR TO

CONSTRUCTION. ALERT ENGINEER

OF DISCREPANCIES.

R/WR/WR/WR/WR/WR/WR/W

R/WR/WR/WR/WR/W

R/W

R/W R/W

R/W

R/WR/WR/WR/WR/WR/WR/W

R/WR/WR/WR/WR/W

R/W

R/W R/W

R/WAIR

VAC>>>>>>>>>>>>>>>>>>

CUT

CUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUT

CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT

CUT

CUT CUT

CUT

CUT CUT

CUT

CUT CUT

CUT

CUT CUT

CUT

R/WR/WR/WR/WR/WR/WR/W

R/WR/WR/WR/WR/W

R/W

R/W R/W

R/W

R/WR/WR/WR/WR/WR/WR/W

R/WR/WR/WR/WR/W

R/W

R/W R/W

R/WAIR

VAC

5+ 00 6+

SR-158 - STA: 8+33.90 =

ENTRY ROAD - STA: 1+28.80

SR-158 - STA: 8+34.44 =

ENTRY ROAD - STA: 1+57.11

SR-158 - STA: 8+34.96 =

ENTRY ROAD - STA: 1+82.48

EL:4942.49

EL:4940.70

EL:4939.10

R/WR/WR/WR/WR/WR/WR/W

R/WR/WR/WR/WR/W

R/W

R/W R/W

R/W

R/WR/WR/WR/WR/WR/WR/W

R/WR/WR/WR/WR/W

R/W

R/W R/W

R/WAIR

VAC>>>>>>>>>>>>>>>>>>

CUT

CUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUT

CUT

CUT CUT

CUT

CUT CUT

CUT

CUT CUT

CUT

: 0

+9 3.

: 1

+0 5.

R/WR/WR/WR/WR/WR/WR/W

R/WR/WR/WR/WR/W

R/W

R/W R/W

R/W

R/WR/WR/WR/WR/WR/WR/W

R/WR/WR/WR/WR/W

R/W

R/W R/W

R/WAIR

VAC

5+ 00 6+

SR-158 - STA: 8+33.90 =

ENTRY ROAD - STA: 1+28.80

SR-158 - STA: 8+34.44 =

ENTRY ROAD - STA: 1+57.11

SR-158 - STA: 8+34.96 =

ENTRY ROAD - STA: 1+82.48

PI STA: 9+45.93

NORTHING: 3621957.11

EASTING: 1551652.09

EL:4942.49

EL:4940.70

EL:4939.10

N (F

STATION (FEET)

SR-158 PROFILE

4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+45

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

/7/

:1 0 M

\!2

2\U

T-

-2

2 P

W R

\_P

9- C1

3 S R-

8 P

&P .D

W G;

9803098-2202

PRICE

ESSIONAL ENGINEER

TO F

ETATS

TREVOR N.

12/07/23

PLAN VIEW

PROFILE VIEW

C H

SEE TRAILHEAD DRAWING PACKAGE

FOR CONTINUATION

SEE SHEET C14FOR CONTINUATION

EXISTING ROW

DESIGN SHALL MATCH EXISTING GRADE

PROPOSED EDGE

OF ASPHALT

EXISTING EDGE

OF ASPHALT

PROPOSED EDGE

OF ASPHALT

EXISTING EDGE

OF ASPHALT

GAOA PINEVIEW

RESERVOIR

RECREATION

COMPLEX

RECONSTRUCTION

-PHASE 2 PORT

RAMP

UINTA-WASATCH-CACHE

NATIONAL FOREST

OGDEN RANGER DISTRICT

SR-158 PLAN & PROFILE

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

22 136

C10

(R04)

INTERMOUNTAIN

NEW PAVEMENT PER UDOT STANDARDS. SEE

ROADWAY SECTIONS AND GENERAL NOTES.

SAWCUT EXISTING

PAVEMENT

SAWCUT EXISTING

PAVEMENT CHIP SEAL ALL NEW AND EXISTING

PAVEMENT WITHIN PROJECT LIMITS

OF DISTURBANCE PER UDOT

STANDARDS. SEE ROADWAY

SECTIONS AND GENERAL NOTES.

CONTRACTOR SHALL BE RESPONSIBLE

TO RECONSTRUCT THE EXISTING OGDEN

CITY AIR VAC STRUCTURE TO ENSURE IT

IS TRAFFIC RATED. FOR BASIS OF

BIDDING ASSUME THE USE OF APWA

PLANS 413, 345, AND 575. STRUCTURE

MAY BE PRE-CAST OR CAST IN PLACE,

BUT MUST MEET UDOT ROADWAY

STANDARDS AND OGDEN CITY

STANDARDS. PROVIDE SUBMITTAL FOR

APPROVAL PRIOR TO FABRICATION OR

PLACEMENT.

STRAIGHT GRADE FROM CENTERLINE OF

ROAD TO ENTRY ROAD CONNECTION.

SEE PROFILE ON SHEET C14.

NOTES:

1. SEE SHEETS D38-D40 FOR

ROADWAY DESIGN CROSS

SECTIONS.

2. ALL WORK WITHIN THE UDOT

RIGHT-OF-WAY IS SUBJECT TO THE

CURRENT UDOT STANDARD

DRAWINGS AND SPECIFICATIONS.

3. CONTRACTOR IS RESPONSIBLE

FOR OBTAINING A UDOT

ENCROACHMENT PERMIT FOR THE

CONSTRUCTION ON SR-158.

4. SEE PROJECT GENERAL NOTES

FOR ADDITIONAL UDOT

REQUIRMENTS.

5. MINIMUM 30 DAY WAITING PERIOD

REQUIRED BETWEEN ASPHALT

PLACEMENT AND CHIP SEAL TO

ALLOW FOR PROPER CURING.

REFER TO CURRENT UDOT

STANDARDS.

6. NORTHINGS, EASTINGS,

ELEVATIONS, AND OTHER SPACIAL

DATA ARE FOR THE

CONTRACTOR'S CONVENIENCE

ONLY. THE CONTRACTOR SHALL

USE BEST JUDGEMENT IN THE

FIELD AND VERIFY STAKING WITH

CONTRACTING OFFICER'S

REPRESENTATIVE PRIOR TO

R/W R/W

R/WR/WR/WR/WR/WR/WR/WR/W

R/W R/W R/W R/W R/W

R/W R/W

R/W

R/WR/WR/WR/WR/WR/WR/WR/W

R/W R/W R/W R/W R/W

R/W R/W

R/WR/WR/WR/WR/WR/WR/WR/W

R/W R/W R/W R/W R/W

R/W R/W

R/W

R/WR/WR/WR/WR/WR/WR/WR/W

R/W R/W R/W R/W R/W

ENTRY ROAD - STA: 1+28.80

SR-158 - STA: 8+34.44 =

ENTRY ROAD - STA: 1+57.11

PI STA: 9+45.93

NORTHING: 3621957.11

EASTING: 1551652.09

R/W R/W

R/W

CUT

CUT CUT CUT CUT CUT CUT CUT

R/W R/W

R/W

SR-158 - STA: 8+33.90 =

ENTRY ROAD - STA: 1+28.80

SR-158 - STA: 8+34.44 =

ENTRY ROAD - STA: 1+57.11

N (F

STATION (FEET)

SR-158 PROFILE

8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+45

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

/7/

:1 0 M

\!2

2\U

T-

-2

2 P

W R

\_P

9- C1

3 S R-

8 P

&P .D

W G;

9803098-2202

PRICE

ESSIONAL ENGINEER

TO F

ETATS

TREVOR N.

12/07/23

PLAN VIEW

PROFILE VIEW

C H

EXISTING ROW

DESIGN SHALL MATCH EXISTING GRADE

PROPOSED EDGE

OF ASPHALT

EXISTING EDGE OF ASPHALT

PROPOSED EDGE OF ASPHALT

EXISTING EDGE

OF ASPHALT

GAOA PINEVIEW

RESERVOIR

RECREATION

COMPLEX

RECONSTRUCTION

-PHASE 2 PORT

RAMP

UINTA-WASATCH-CACHE

NATIONAL FOREST

OGDEN RANGER DISTRICT

SR-158 PLAN & PROFILE

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

23 136

C11

(R04)

INTERMOUNTAIN

NEW PAVEMENT PER UDOT STANDARDS. SEE

ROADWAY SECTIONS AND GENERAL NOTES.

SAWCUT EXISTING

PAVEMENT

FUTURE TRAIL (REFERENCE ONLY)

EXISTING FENCE LINE

8.2 10.0

17.5

CHIP SEAL ALL NEW AND

EXISTING PAVEMENT

WITHIN PROJECT LIMITS

OF DISTURBANCE PER

UDOT STANDARDS. SEE

ROADWAY SECTIONS AND

GENERAL NOTES.

NOTES:

1. SEE SHEETS D38-D40 FOR

ROADWAY DESIGN CROSS

SECTIONS.

2. ALL WORK WITHIN THE UDOT

RIGHT-OF-WAY IS SUBJECT TO THE

CURRENT UDOT STANDARD

DRAWINGS AND SPECIFICATIONS.

3. CONTRACTOR IS RESPONSIBLE

FOR OBTAINING A UDOT

ENCROACHMENT PERMIT FOR THE

CONSTRUCTION ON SR-158.

4. SEE PROJECT GENERAL NOTES

FOR ADDITIONAL UDOT

REQUIRMENTS.

5. MINIMUM 30 DAY WAITING PERIOD

REQUIRED BETWEEN ASPHALT

PLACEMENT AND CHIP SEAL TO

ALLOW FOR PROPER CURING.

REFER TO CURRENT UDOT

STANDARDS.

6. NORTHINGS, EASTINGS,

ELEVATIONS, AND OTHER SPACIAL

DATA ARE FOR THE

CONTRACTOR'S CONVENIENCE

ONLY. THE CONTRACTOR SHALL

USE BEST JUDGEMENT IN THE

FIELD AND VERIFY STAKING WITH

CONTRACTING OFFICER'S

REPRESENTATIVE PRIOR TO

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

49454943

STATION (FEET)

SR-158 PROFILE

12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+0017+05

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

/7/

:1 0 M

\!2

2\U

T-

-2

2 P

W R

\_P

9- C1

3 S R-

8 P

&P .D

W G;

9803098-2202

PRICE

ESSIONAL ENGINEER

TO F

ETATS

TREVOR N.

12/07/23

PLAN VIEW

PROFILE VIEW

C H

EXISTING ROW

DESIGN SHALL MATCH EXISTING GRADE

PROPOSED EDGE

OF ASPHALT

EXISTING EDGE

OF ASPHALT

PROPOSED EDGE

OF ASPHALT

EXISTING EDGE

OF ASPHALT

GAOA PINEVIEW

RESERVOIR

RECREATION

COMPLEX

RECONSTRUCTION

-PHASE 2 PORT

RAMP

UINTA-WASATCH-CACHE

NATIONAL FOREST

OGDEN RANGER DISTRICT

SR-158 PLAN & PROFILE

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

24 136

C12

(R04)

INTERMOUNTAIN

NEW PAVEMENT PER UDOT STANDARDS. SEE

ROADWAY SECTIONS AND GENERAL NOTES.

SAWCUT EXISTING

PAVEMENT

FUTURE TRAIL

(REFERENCE ONLY)

EXISTING FENCE LINE

10.0 9.8

12.0

CHIP SEAL ALL NEW AND EXISTING PAVEMENT WITHIN

PROJECT LIMITS OF DISTURBANCE PER UDOT STANDARDS.

SEE ROADWAY SECTIONS AND GENERAL NOTES.

NOTES:

1. SEE SHEETS D38-D40 FOR

ROADWAY DESIGN CROSS

SECTIONS.

2. ALL WORK WITHIN THE UDOT

RIGHT-OF-WAY IS SUBJECT TO THE

CURRENT UDOT STANDARD

DRAWINGS AND SPECIFICATIONS.

3. CONTRACTOR IS RESPONSIBLE

FOR OBTAINING A UDOT

ENCROACHMENT PERMIT FOR THE

CONSTRUCTION ON SR-158.

4. SEE PROJECT GENERAL NOTES

FOR ADDITIONAL UDOT

REQUIRMENTS.

5. MINIMUM 30 DAY WAITING PERIOD

REQUIRED BETWEEN ASPHALT

PLACEMENT AND CHIP SEAL TO

ALLOW FOR PROPER CURING.

REFER TO CURRENT UDOT

STANDARDS.

6. NORTHINGS, EASTINGS,

ELEVATIONS, AND OTHER SPACIAL

DATA ARE FOR THE

CONTRACTOR'S CONVENIENCE

ONLY. THE CONTRACTOR SHALL

USE BEST JUDGEMENT IN THE

FIELD AND VERIFY STAKING WITH

CONTRACTING OFFICER'S

REPRESENTATIVE PRIOR TO

HIGHWAY 158

5150 E

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT

C U

T C

U T

C U

HIGHWAY 158

5150 E

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

R/W R/W R/W R/W R/W R/W R/W

STATION (FEET)

SR-158 PROFILE

17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50

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

/7/

:1 0 M

\!2

2\U

T-

-2

2 P

W R

\_P

9- C1

3 S R-

8 P

&P .D

W G;

9803098-2202

PRICE

ESSIONAL ENGINEER

TO F

ETATS

TREVOR N.

12/07/23

PLAN VIEW

PROFILE VIEW

C H

SEE SHEET C18 FOR CONTINUATION

EXISTING ROW

DESIGN SHALL MATCH EXISTING GRADE

PROPOSED EDGE OF ASPHALT

EXISTING EDGE OF ASPHALT

PROPOSED EDGE OF ASPHALT

EXISTING EDGE OF ASPHALT

GAOA PINEVIEW

RESERVOIR

RECREATION

COMPLEX

RECONSTRUCTION

-PHASE 2 PORT

RAMP

UINTA-WASATCH-CACHE

NATIONAL FOREST

OGDEN RANGER DISTRICT

SR-158 PLAN & PROFILE

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

25 136

C13

(R04)

INTERMOUNTAIN

NEW PAVEMENT PER UDOT STANDARDS. SEE

ROADWAY SECTIONS AND GENERAL NOTES.

FUTURE TRAIL (REFERENCE ONLY)

SAWCUT EXISTING PAVEMENT

PROTECT IN

PLACE EXISTING

STORM DRAIN

10.0

1.9

12.9

EXISTING FENCE LINE

PROPOSED EDGE OF ASPHALT

EXISTING EDGE OF ASPHALT

EXISTING ROW

FUTURE TRAIL (REFERENCE ONLY)

EXISTING FENCE LINE

CONSTRUCT NEW FLARED

END SECTION PER UDOT

STANDARD DRAWING DG7.

SEE DETAIL, SHEET XX.

EXTEND EXISTING STORM

DRAIN PER UDOT

STANDARD DRAWINGS DG5,

SEE DETAIL SHEET XX.

MAINTAIN EXISTING SLOPE

AND FLOWLINE.

CHIP SEAL ALL NEW AND

EXISTING PAVEMENT

WITHIN PROJECT LIMITS OF

DISTURBANCE PER UDOT

STANDARDS. SEE

ROADWAY SECTIONS AND

GENERAL NOTES.

END OF SR-158

IMPROVEMENTS

NOTES:

1. SEE SHEETS D38-D40 FOR

ROADWAY DESIGN CROSS

SECTIONS.

2. ALL WORK WITHIN THE UDOT

RIGHT-OF-WAY IS SUBJECT TO

THE CURRENT UDOT

STANDARD DRAWINGS AND

SPECIFICATIONS.

3. CONTRACTOR IS RESPONSIBLE

FOR OBTAINING A UDOT

ENCROACHMENT PERMIT FOR

THE CONSTRUCTION ON SR-158.

4. SEE PROJECT GENERAL NOTES

FOR ADDITIONAL UDOT

REQUIRMENTS.

5. MINIMUM 30 DAY WAITING

PERIOD REQUIRED BETWEEN

ASPHALT PLACEMENT AND CHIP

SEAL TO ALLOW FOR PROPER

CURING. REFER TO CURRENT

UDOT STANDARDS.

6. NORTHINGS, EASTINGS,

ELEVATIONS, AND OTHER

SPACIAL DATA ARE FOR THE

CONTRACTOR'S CONVENIENCE

ONLY. THE CONTRACTOR

SHALL USE BEST JUDGEMENT

IN THE FIELD AND VERIFY

STAKING WITH CONTRACTING

OFFICER'S REPRESENTATIVE

PRIOR TO CONSTRUCTION.

ALERT ENGINEER OF

DISCREPANCIES.

CUT

0+00

0+50

BP: 0+00.00

2+00

PC: 2

+03.67

: 3

+1 8.

: 3

+6 5.

: 4

+6 6.

492049

49174918

491949

STA: 2+30.08

SD-TH#03

RIM: 4929.00

INV IN: 4929.00 24" (W)

58 LF OF 24" S.D. @ 1.38%

CUT

0+00

0+50

1+00

PC: 0+93.01

PT: 1+05.73

2+00

PC: 2

+03.67

24'' SD

STATION (FEET)

ENTRY ROAD PROFILE

1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+10

6.3%

12.0%

G R

PVI STA: 2+37.09

PVI ELEV: 4935.65

K: 10.00

LVC: 56.82

: 2

+0 8.

: 2

+6 5.

PVI STA: 3+77.35

PVI ELEV: 4918.81

K: 17.40

LVC: 191.36

: 2

+8 1.

: 4

+7 3.

EX. CL SR-158

STA:1+28.80

ELEV:4942.488

R/W

STA:1+57.11

ELEV:4940.70

SR-158 & ENTRY RD

TIE-IN

STA:1+82.48

ELEV:4939.10

SDSD

SCOPE OF WORK:

PROVIDE, INSTALL AND/OR CONSTRUCT

THE FOLLOWING PER THE

SPECIFICATIONS GIVEN OR REFERENCED,

THE DETAILS NOTED, AND/OR AS SHOWN

IN THE CONSTRUCTION DRAWINGS:

ROADWAY KEYNOTES

PAVED ROAD/PARKING (4-INCH

ASPHALT ON 6-INCH UTBC ON

19-INCH SUBBASE). SEE DETAIL,

SHEETS D1 AND D31-D33.

3-INCH CRUSHER FINES ON 4-INCH

UTBC, UNPAVED PATH, WIDTH PER

PLANS. SEE DETAIL, SHEETS D1.

STANDARD CURB AND GUTTER. SEE

DETAIL, SHEET D4.

ACCESS GATE. SEE DETAIL, SHEET

D35, D36 AND D37.

3-4 FOOT BARRIER ROCK, SEE

DETAIL, SHEET D13.

POST AND ROPE FENCE. SEE

TYPICAL DETAIL, SHEET D11.

FUTURE TRAIL, SHOWN FOR

REFERENCE ONLY.

MSE BLOCK RETAINING WALL. SEE

DETAIL, SHEET D18

ROADWAY GUARDRAIL - METAL POST

WITH WOOD RAIL. SEE DETAIL,

SHEET D15.

REVEGETATION AREA. SEE EROSION

CONTROL PLANS, AND LANDSCAPE

SPECIFICATIONS.

VEGETATED DRAINAGE SWALE, SEE

DETAIL, SHEET D15.

BOLLARD (ENTRY ROAD). 42"

SPACING ON CENTER. SEE DETAIL,

SHEET D12.

KEYMAP

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

/7/

:1 8 M

\!2

2\U

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-2

2 P

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\_P

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D P&

9803098-2202

PRICE

ESSIONAL ENGINEER

TO F

ETATS

TREVOR N.

12/07/23

PLAN VIEW

PROFILE VIEW

C H

FOR CONTINUATIO

SEE SHEET C10

SEE TRAILHEAD

DRAWING

PACKAGE FOR

CONTINUATION

EXISTING FENCE

EXISTING GRADE

DESIGN GRADE

GAOA PINEVIEW

RESERVOIR

RECREATION

COMPLEX

RECONSTRUCTION

-PHASE 2 PORT

RAMP

UINTA-WASATCH-CACHE

NATIONAL FOREST

OGDEN RANGER DISTRICT

ENTRY ROAD PLAN &

PROFILE

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

26 136

C14

(R04)

INTERMOUNTAIN

17 END GUARDRAIL

STA: 3+85.00 LT 17.17'

END RETAINING WALL

STA: 3+85.00 LT 18.72' ±

BEGIN GUARDRAIL

STA: 1+82.48 LT 17.20'

BEGIN RETAINING WALL

STA: 1+84.51 LT 38.86' ±

END GUARDRAIL

STA: 4+18.22 RT 18.00'

BEGIN GUARDRAIL

STA: 2+40.76 RT 17.86'

EXIT RD

C17 C14

PINEVIEW

TRAILHEAD

SR-158

C15 C16

IN ANY AREAS WHERE FILL

EXCEEDS 4'. THE

CONTRACTOR SHALL BE

REQUIRED TO ALLOW FOR

FILL TO SETTLE FOR A

MINIMUM OF 30 DAYS PRIOR

TO THE COMMENCEMENT OF

ANY OVERLYING

CONSTRUCTION

19 TYP.

" T

GATE POST

STA: 1+88.06 LT 18.09'

08 GATE LOCKBACK POST

STA: 2+04.67 LT 17.98'

GATE LOCKBACK POST

STA: 1+94.03 RT 33.32'

GATE POST

STA: 1+88.02 RT 17.91'

GATE CONSISTS OF

TWO 16.5' GATE PANELS

NOTE: NORTHINGS, EASTINGS,

ELEVATIONS, AND OTHER SPACIAL DATA

ARE FOR THE CONTRACTOR'S

CONVENIENCE ONLY. THE CONTRACTOR

SHALL USE BEST JUDGEMENT IN THE

FIELD AND VERIFY STAKING WITH

CONTRACTING OFFICER'S

REPRESENTATIVE PRIOR TO

CONSTRUCTION. ALERT ENGINEER OF

DISCREPANCIES.

Gate N.I.C 03/21/25 omena Cross-Out omena Cross-Out omena Cross-Out omena Cross-Out omena Cross-Out omena Cross-Out omena Polygon omena Text Box

GATE NOT IN CONTRACT

GROVE

8+ 00 9+

11+00

: 8

+1 2.

: 9

+8 5.

: 1

PT: 10+95.62

PC: 11+32.75

GROVE

24'' SD

SD-ER#01 DI

STATION: 9+16.57 L

RIM: 4912.28

INV OUT: 4908.53 24" RCP

65.59' OF 24" RCP @ 2.03%

SD-ER#02 FES

STATION: 9+24.64 R

RIM: 4909.45

INV IN: 4907.20 24" RCP

20.23' OF 24" RCP @ 0.64%

STATION (FEET)

ENTRY ROAD PROFILE

6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 10+90

2.3%

3.1% 1.0%

PVI STA: 7+75.00

PVI ELEV: 4914.84

K: 30.82

LVC: 41.52

: 7

+5 4.

: 7

+9 5.

PVI STA: 9+23.07

PVI ELEV: 4911.36

K: 18.24

LVC: 99.52

: 8

+7 3.

: 9

+7 2.

2'' W

SDSD

SDSD 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

/7/

:1 8 M

\!2

2\U

T-

-2

2 P

W R

\_P

-C

D P&

9803098-2202

PRICE

ESSIONAL ENGINEER

TO F

ETATS

TREVOR N.

12/07/23

PLAN VIEW

PROFILE VIEW

ATC

LIN

E SEE SH

EET C

MATCH LINE SEE SHEET C16

EXISTING FENCE

EXISTING GRADE

DESIGN GRADE

PIPE OUTLET

INV: 4906.07

EXIT RD

PINEVIEW

TRAILHEAD

SR-158

GAOA PINEVIEW

RESERVOIR

RECREATION

COMPLEX

RECONSTRUCTION

-PHASE 2 PORT

RAMP

UINTA-WASATCH-CACHE

NATIONAL FOREST

OGDEN RANGER DISTRICT

ENTRY ROAD PLAN &

PROFILE

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

27 136

C15

(R04)

INTERMOUNTAIN

SCOPE OF WORK:

PROVIDE, INSTALL AND/OR CONSTRUCT

THE FOLLOWING PER THE

SPECIFICATIONS GIVEN OR REFERENCED,

THE DETAILS NOTED, AND/OR AS SHOWN

IN THE CONSTRUCTION DRAWINGS:

ROADWAY KEYNOTES

PAVED ROAD/PARKING (4-INCH

ASPHALT ON 6-INCH UTBC ON

19-INCH SUBBASE). SEE DETAIL,

SHEETS D1 AND D31-D33.

3-INCH CRUSHER FINES ON 4-INCH

UTBC, UNPAVED PATH, WIDTH PER

PLANS. SEE DETAIL, SHEETS D1.

POST AND ROPE FENCE. SEE

TYPICAL DETAIL, SHEET D11.

REVEGETATION AREA. SEE EROSION

CONTROL PLANS, AND LANDSCAPE

SPECIFICATIONS.

VEGETATED DRAINAGE SWALE, SEE

DETAIL, SHEET D15.

STORM DRAIN KEYNOTES

3' X 3' PRECAST CONCRETE

DRAINAGE INLET WITH GALVANIZED

WELDED GRATE LID. SEE DETAIL,

SHEET D6.

RCP STORM DRAIN PIPE PER APWA

STANDARDS. SEE DETAIL, SHEET D5

FOR TRENCHING AND EMBEDMENT.

CIRCULAR FLARED END SECTION FOR

CONCRETE PIPE, SEE DETAIL, SHEET

KEYMAP

C17 C14 C15

C16

NOTE: NORTHINGS, EASTINGS,

ELEVATIONS, AND OTHER SPACIAL DATA

ARE FOR THE CONTRACTOR'S

CONVENIENCE ONLY. THE CONTRACTOR

SHALL USE BEST JUDGEMENT IN THE

FIELD AND VERIFY STAKING WITH

CONTRACTING OFFICER'S

REPRESENTATIVE PRIOR TO

CONSTRUCTION. ALERT ENGINEER OF

+00

PT: 1

.62

PC: 1

.75

: 1

STATION (FEET)

ENTRY ROAD PROFILE

11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+5015+55

PVI STA: 11+85.00

PVI ELEV: 4919.51

K: 13.31

LVC: 50.00

: 1

2'' W

SDSD

SCOPE OF WORK:

PROVIDE, INSTALL AND/OR CONSTRUCT

THE FOLLOWING PER THE

SPECIFICATIONS GIVEN OR REFERENCED,

THE DETAILS NOTED, AND/OR AS SHOWN

IN THE CONSTRUCTION DRAWINGS:

ROADWAY KEYNOTES

PAVED ROAD/PARKING (4-INCH

ASPHALT ON 6-INCH UTBC ON

19-INCH SUBBASE). SEE DETAIL,

SHEETS D1 AND D31-D33.

3-INCH CRUSHER FINES ON 4-INCH

UTBC, UNPAVED PATH, WIDTH PER

PLANS. SEE DETAIL, SHEETS D1.

ACCESS GATE. SEE DETAIL, SHEET

D35 AND D36.

3-4 FOOT BARRIER ROCK, SEE

DETAIL, SHEET D13.

REVEGETATION AREA. SEE EROSION

CONTROL PLANS, AND LANDSCAPE

SPECIFICATIONS.

VEGETATED DRAINAGE SWALE, SEE

DETAIL, SHEET D15.

KEYMAP

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

/7/

:1 8 M

\!2

2\U

T-

-2

2 P

W R

\_P

-C

D P&

9803098-2202

PRICE

ESSIONAL ENGINEER

TO F

ETATS

TREVOR N.

12/07/23

PLAN VIEW

PROFILE VIEW

MATCH LI

NE SEE SHEET C

C H

EXISTING FENCE

EXISTING GRADE

DESIGN GRADE

GAOA PINEVIEW

RESERVOIR

RECREATION

COMPLEX

RECONSTRUCTION

-PHASE 2 PORT

RAMP

UINTA-WASATCH-CACHE

NATIONAL FOREST

OGDEN RANGER DISTRICT

ENTRY ROAD PLAN &

PROFILE

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

28 136

C16

(R04)

INTERMOUNTAIN

NEW POINT AREA, BY OTHERS

EXIT RD

PINEVIEW

TRAILHEAD

SR-158

C17 C14 C15

C16

GATE POST

STA: 12+95.22' RT 15.09'

GATE LOCKBACK POST

STA: 13+10.63 RT 14.06'

GATE CONSISTS OF TWO 16.5' GATE PANELS

08 GATE POST

STA: 12+91.25' LT 20.70'

GATE LOCKBACK POST

STA: 13+09.55 LT 21.80'08

NOTE: NORTHINGS, EASTINGS,

ELEVATIONS, AND OTHER SPACIAL DATA

ARE FOR THE CONTRACTOR'S

CONVENIENCE ONLY. THE CONTRACTOR

SHALL USE BEST JUDGEMENT IN THE

FIELD AND VERIFY STAKING WITH

CONTRACTING OFFICER'S

REPRESENTATIVE PRIOR TO

16+00

18+00

19+00

20+00

20+17

PC: 16+55.70

PT: 17+47.66

PC: 17+62.46

PT: 17+65.30

PI: 18+62.91

PI: 19+69.91

24'' SD

SD-ER#03 DI

STATION: 16+55.70 L

RIM: 4916.52

INV OUT: 4908.52 24" RCP

109.32' OF 24" RCP @ 1.04%

SD-ER#04 FES

STATION: 17+33.62 R

RIM: 4909.63

INV IN: 4907.38 24" RCP

STATION (FEET)

ENTRY ROAD PROFILE

16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+35

PVI STA: 19+90.00

PVI ELEV: 4914.30

K: 16.01

LVC: 50.00

: 1

: 2

D E

Y R

.2 7'

0.6%

3.8%

2'' W

SDSD

SCOPE OF WORK:

PROVIDE, INSTALL AND/OR CONSTRUCT

THE FOLLOWING PER THE

SPECIFICATIONS GIVEN OR REFERENCED,

THE DETAILS NOTED, AND/OR AS SHOWN

IN THE CONSTRUCTION DRAWINGS:

ROADWAY KEYNOTES

PAVED ROAD/PARKING (4-INCH

ASPHALT ON 6-INCH UTBC ON

19-INCH SUBBASE). SEE DETAIL,

SHEETS D1 AND D31-D33.

3-INCH CRUSHER FINES ON 4-INCH

UTBC, UNPAVED PATH, WIDTH PER

PLANS. SEE DETAIL, SHEETS D1.

STANDARD CURB AND GUTTER. SEE

DETAIL, SHEET D4.

MONOLITHIC CURB WALL AND

FLATWORK FOR RAISED PAD. SEE

DETAIL, SHEET D4.

SITE CONSTRUCTED FEE BOOTH -

SEE ARCHITECTURAL DRAWINGS.

BOLLARD. SEE DETAIL, SHEET D12.

3-4 FOOT BARRIER ROCK, SEE

DETAIL, SHEET D13.

REVEGETATION AREA. SEE EROSION

CONTROL PLANS, AND LANDSCAPE

SPECIFICATIONS.

VEGETATED DRAINAGE SWALE, SEE

DETAIL, SHEET D15.

STORM DRAIN KEYNOTES

3' X 3' PRECAST CONCRETE

DRAINAGE INLET WITH GALVANIZED

WELDED GRATE LID. SEE DETAIL,

SHEET D6.

RCP STORM DRAIN PIPE PER APWA

STANDARDS. SEE DETAIL, SHEET D5

FOR TRENCHING AND EMBEDMENT.

CIRCULAR FLARED END SECTION

FOR CONCRETE PIPE, SEE DETAIL,

SHEET D5

KEYMAP

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

/7/

:1 8 M

\!2

2\U

T-

-2

2 P

W R

\_P

-C

D P&

9803098-2202

PRICE

ESSIONAL ENGINEER

TO F

ETATS

TREVOR N.

12/07/23

PLAN VIEW

MATCH LINE SEE SHEET C16 SEE SHEET C35

R CO

NTINUATIO

EXISTING FENCE

PROFILE VIEW

EXISTING GRADE

DESIGN GRADE

GAOA PINEVIEW

RESERVOIR

RECREATION

COMPLEX

RECONSTRUCTION

-PHASE 2 PORT

RAMP

UINTA-WASATCH-CACHE

NATIONAL FOREST

OGDEN RANGER DISTRICT

ENTRY ROAD PLAN &

PROFILE

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

29 136

C17

(R04)

INTERMOUNTAIN

EXIT RD

PINEVIEW

TRAILHEAD

SR-158 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

/7/

:1 8 M

X Q

\U T-

-2 2 P

\_P

-C

P& P.

9803098-2202

PRICE

SIONAL ENGINEER

TOF

ETATS

TREVOR N.

12/07/23

C17 C14 C15

C16

NOTE: NORTHINGS, EASTINGS,

ELEVATIONS, AND OTHER SPACIAL DATA

ARE FOR THE CONTRACTOR'S

CONVENIENCE ONLY. THE CONTRACTOR

SHALL USE BEST JUDGEMENT IN THE

FIELD AND VERIFY STAKING WITH

CONTRACTING OFFICER'S

REPRESENTATIVE PRIOR TO

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

: 2

+2 9.

: 4

+8 0.

24'' SD

SD-EXR#01

STATION: 5+53.25 L

RIM: 4927.07

INV OUT: 4924.74 24" RCP

38.87' OF 24" RCP @ 3.14%

H W

A Y

H W

A Y

C U

T C

U T

C U

T C

U T

C U

T C

U T

C U

T C

U T

C U

T C

U T

C U

T C

U T

C U

T C

U T

C U

T C

U T

C U

T C

U T

C U

T C

U T

20+50

21+00

: 1

+0 0.

N (F

STATION (FEET)

EXIT ROAD PROFILE

1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+25

PVI STA: 2+00.01

PVI ELEV: 4946.74

K: 24.59

LVC: 100.00

: 1

+5 0.

: 2

+5 0.

PVI STA: 5+98.87

PVI ELEV: 4924.54

K: 56.01

LVC: 236.41

: 4

+8 0.

1.5%

5.6%

T R

SCOPE OF WORK:

PROVIDE, INSTALL AND/OR CONSTRUCT

THE FOLLOWING PER THE

SPECIFICATIONS GIVEN OR REFERENCED,

THE DETAILS NOTED, AND/OR AS SHOWN

IN THE CONSTRUCTION DRAWINGS:

ROADWAY KEYNOTES

PAVED ROAD/PARKING (4-INCH

ASPHALT ON 6-INCH UTBC ON

19-INCH SUBBASE). SEE DETAIL,

SHEETS D1 AND D31-D33.

FUTURE TRAIL, SHOWN FOR

REFERENCE ONLY.

REVEGETATION AREA. SEE EROSION

CONTROL PLANS, AND LANDSCAPE

SPECIFICATIONS.

VEGETATED DRAINAGE SWALE, SEE

DETAIL, SHEET D15.

STORM DRAIN KEYNOTES

RCP STORM DRAIN PIPE PER APWA

STANDARDS. SEE DETAIL, SHEET D5

FOR TRENCHING AND EMBEDMENT.

CIRCULAR FLARED END SECTION

FOR CONCRETE PIPE, SEE DETAIL,

SHEET D5

KEYMAP

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

/7/

:2 3 M

\!2

2\U

T-

-2

2 P

W R

\_P

-C

P &P

.D W

9803098-2202

PRICE

ESSIONAL ENGINEER

TO F

ETATS

TREVOR N.

12/07/23

PLAN VIEW

PROFILE VIEW

C H

T C

R C

O N

EXISTING FENCE

EXISTING GRADE

DESIGN GRADE

GAOA PINEVIEW

RESERVOIR

RECREATION

COMPLEX

RECONSTRUCTION

-PHASE 2 PORT

RAMP

UINTA-WASATCH-CACHE

NATIONAL FOREST

OGDEN RANGER DISTRICT

EXIT ROAD PLAN &

PROFILE

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

30 136

C18

(R04)

INTERMOUNTAIN

GATE AND TIRE RIPPERS

AS INSTALLED BY ON-GOING

PROJECT.

EXISTING FENCE

TYP.

C18

-1

C19

PORT RAMP

ENTRY AREA

NOTE: NORTHINGS, EASTINGS,

ELEVATIONS, AND OTHER SPACIAL DATA

ARE FOR THE CONTRACTOR'S

CONVENIENCE ONLY. THE CONTRACTOR

SHALL USE BEST JUDGEMENT IN THE

FIELD AND VERIFY STAKING WITH

CONTRACTING OFFICER'S

REPRESENTATIVE PRIOR TO

ATTACHMENT 4 - DRAWINGS-BASE NEW ENTRANCE AND SITE - PART 1

File details come from the government source that posted it. Updated Apr 21, 2025.