ATTACHMENT 5 - DRAWINGS-BASE NEW ENTRANCE AND SITE - PART 2.pdf

PDF 22 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

About this file

Written by GovTribe AI · Apr 21, 2025

This file is a comprehensive set of technical drawings and civil engineering design details for the Pineview Reservoir Recreation Complex Reconstruction - Phase 2 Port Ramp project located in the Uinta-Wasatch-Cache National Forest in Utah. The drawings cover multiple aspects of the project, including site layouts, road cross-sections, erosion control, signage, boat ramp design, comfort stations, trash enclosures, utility details, and accessibility features. Key design elements include a new boat ramp, concrete sidewalks, ADA-compliant paths, roadway improvements along State Route 158, entry and exit roads, a watercraft inspection station, parking areas, and various site amenities such as picnic tables, kiosks, and comfort stations.

The technical drawings provide detailed specifications for site infrastructure, including pavement sections, drainage systems, fencing, gates, guardrails, and utility installations. Specific components include a dip tank area, camp host site, dump station, water hydrants, and various structural details with precise measurements and construction requirements. The design emphasizes accessibility, environmental considerations like erosion control, and adherence to United States Forest Service design standards. The project scope involves reconstructing recreational facilities to improve access, functionality, and user experience at the Pineview Reservoir Recreation Complex, with a focus on the port boat ramp area.

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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 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 16-31.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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D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD

24'' SD

2'' W 2'' W

2'' W

24'' SD

: 1

+0 0.

: 4

+9 7.

S89°59'58"E 397.27'

TOC: 11.71

TOC: 11.81

TOC: 5.32

5+50

6+00

6+50

N (F

STATION (FEET)

BOAT RAMP PROFILE

0+75 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+25

2.09% 2.04%

11.79%

B O

G R

E N

D B

PVI STA: 1+55.88

PVI ELEV: 4911.85

K: 5.69

LVC: 50.00

: 1

+3 0.

: 1

+8 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

/7/

:2 9 M

\!2

2\U

T-

-2

2 P

W R

\_P

P P&

9803098-2202

PRICE

ESSIONAL ENGINEER

TO F

ETATS

TREVOR N.

12/07/23

PLAN VIEW

PROFILE VIEW

EXISTING GRADE

DESIGN GRADE

GAOA PINEVIEW

RESERVOIR

RECREATION

COMPLEX

RECONSTRUCTION

-PHASE 2 PORT

RAMP

UINTA-WASATCH-CACHE

NATIONAL FOREST

OGDEN RANGER DISTRICT

BOAT RAMP PLAN &

PROFILE

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

49 136

C36.1

(R04)

INTERMOUNTAIN

EXIT RD

PORT RAMP

C36.1

DIP TANK

KEYMAP

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 omena Text Box

NOT IN CONTRACT

omena Polygon

N (F

STATION (FEET)

CONCRETE ADA PATH PROFILE

0+95 1+00 1+50 2+00 2+30

8.05%

1.79%

1.59%

8.10% 1.80%

8.02%ST

C O

N C

G R

E N

D C

O N

C R

ETAIN

ALL

24'' SD

2.0:1

6.8%

4915 4912

1.0% 1+00

2+00

2+24

: 1

+0 0.

: 1

+3 1.

: 1

+5 7.

: 1

+9 9.

EP: 2+24.4

CONCRETE ADA PATH

Number

Radius

50.00

Length

31.86

25.60

41.82

25.11

Line/Chord Direction

N31° 37' 08.83"E

N16° 56' 57.95"E

N2° 16' 47.06"E

N12° 06' 34.26"W

START STA.

1+00.00

1+31.86

1+57.46

1+99.28

END STA.

1+31.86

1+57.46

1+99.28

2+24.40

PI EXT. STA.

1+44.95

2+12.11

NORTHING EASTING

START N:3623034.7631 E: 1553262.2571

START N:3623061.8924 E: 1553278.9596

START N:3623086.1170 E: 1553286.3425

START N:3623127.9033 E: 1553288.0060

EXIST. NO PARKING SIGN

EXIST. PORT RAMP SIGNEXIST. PORT RAMP SIGN

EXIST. NO PARKING SIGN

BOAT LAUNCHING

PORT RAMP SIGN

EXIST. NO PARKING SIGNS

EXIST. NO PARKING BETWEEN SIGNS POST

EXIST. NO PARKING SIGNS POST

EXIST. STOP SIGN

EXIST. SIGN BOAT

EXIST. W

ATER W

ELL 4FT CENTER

HIGHW

AY 158EXIST. NO PARKING

BETWEEN SIGNS

POST

ATER

VAU

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/

:3 3 M

\!2

2\U

T-

-2

2 P

W R

\_P

.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

SIDEWALK PLAN &

PROFILE

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

50 136

C36.2

(R04)

INTERMOUNTAIN

C38

SR-158

C36 C35

Y R

EXIT R

KEYMAP

C36.2

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.

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

NOT IN CONTRACT

omena Line omena Line

TBC POINTS

POINT #

NORTHING

3622788.31

3622744.42

3622732.73

3622631.46

3622597.13

3622583.80

3622521.23

3622470.32

3622393.43

3622412.92

3622436.60

3622449.35

3622456.88

3622460.19

3622463.19

3622464.56

3622472.04

3622541.93

3622545.27

3622549.98

3622550.16

3622546.06

EASTING

1553068.51

1553083.08

1553085.47

1553093.95

1553121.28

1553161.96

1553212.20

1553216.57

1553161.08

1553120.72

1553099.06

1553098.55

1553100.84

1553103.76

1553106.40

1553107.62

1553110.23

1553106.66

1553106.49

1553110.60

1553112.68

1553117.55

ELEVATION

4913.86

4915.11

4915.43

4917.80

4916.88

4915.41

4914.15

4913.49

4912.65

4914.39

4916.45

4917.09

4916.97

4916.89

4916.90

4916.85

4917.36

4918.16

4918.20

4918.25

4918.17

4917.87

DESCRIPTION

TBC

TBC POINTS

POINT #

NORTHING

3622514.76

3622508.69

3622501.55

3622497.67

3622493.92

3622495.17

3622504.02

3622509.38

3622514.17

3622512.79

3622502.06

3622476.66

3622476.19

3622470.18

3622469.71

3622465.20

3622464.73

3622458.72

3622458.25

3622455.23

3622416.04

EASTING

1553120.23

1553121.71

1553124.66

1553126.01

1553126.57

1553141.17

1553140.41

1553141.53

1553144.14

1553150.70

1553151.62

1553153.80

1553148.32

1553154.35

1553148.87

1553154.78

1553149.30

1553155.34

1553149.86

1553155.63

1553134.49

ELEVATION

4916.66

4916.63

4916.59

4916.33

4915.67

4915.65

4916.16

4916.13

4916.11

4915.91

4915.65

4914.93

4915.03

4914.41

4915.00

4914.34

4914.93

4914.69

4914.78

4914.64

4913.99

DESCRIPTION

TBC

TOC POINTS

POINT #

NORTHING

3622462.15

3622462.11

3622457.92

3622456.52

3622455.78

3622466.81

3622469.89

3622471.41

3622475.10

3622514.24

3622514.50

3622487.53

3622488.45

3622473.47

3622472.81

3622470.11

3622469.01

3622467.50

3622468.14

3622619.80

3622619.30

3622793.62

3622785.65

3622709.48

3622490.19

3622488.71

EASTING

1553054.16

1553053.50

1553049.71

1553049.79

1553035.18

1553034.62

1553033.35

1553031.99

1553030.47

1553028.47

1553033.46

1553034.84

1553052.82

1553053.58

1553040.74

1553038.97

1553039.32

1553041.36

1553053.85

1553034.21

1553028.24

1553037.61

1553038.27

1553026.70

1553141.60

1553147.75

ELEVATION

4918.03

4918.04

4918.13

4918.15

4918.35

4918.51

4918.56

4918.59

4918.66

4919.01

4918.92

4918.69

4918.33

4918.16

4918.41

4918.43

4918.41

4918.35

4918.10

4918.28

4918.40

4913.89

4914.08

4916.18

4915.62

4915.49

DESCRIPTION

TOC

TOC POINTS

POINT #

NORTHING

3622482.70

3622421.06

3622424.96

3622433.44

3622442.45

3622442.92

3622485.35

3622489.07

3622493.33

3622452.96

3622451.29

3622425.48

3622427.29

3622427.02

3622426.48

3622444.40

3622444.94

3622445.20

3622448.69

3622454.93

3622457.69

3622463.41

3622470.58

3622477.07

3622538.14

EASTING

1553148.26

1553133.11

1553125.65

1553124.88

1553124.11

1553129.09

1553126.10

1553126.82

1553119.75

1553123.21

1553119.90

1553119.58

1553117.41

1553114.44

1553108.46

1553106.84

1553112.81

1553115.65

1553116.79

1553115.77

1553115.54

1553117.30

1553116.68

1553113.97

1553110.86

ELEVATION

4915.26

4914.10

4915.21

4915.82

4915.66

4915.62

4915.57

4915.95

4916.03

4915.61

4915.65

4915.68

4915.74

4915.83

4915.86

4915.87

4915.99

4916.30

4916.38

4916.64

4917.19

4917.43

4918.19

DESCRIPTION

TOC

TOA POINTS

POINT #

NORTHING

3622450.81

3622460.49

3622515.16

3622520.41

3622545.94

3622577.94

3622610.44

3622616.32

3622620.88

3622710.55

3622715.95

3622790.57

3622545.94

3622578.05

EASTING

1553053.95

1553054.24

1553046.44

1553051.18

1553025.17

1553023.17

1553053.06

1553052.57

1553047.17

1553039.48

1553044.05

1553067.24

1552978.20

1552978.29

ELEVATION

4917.79

4918.01

4918.74

4918.69

4918.83

4918.49

4918.18

4918.04

4918.02

4915.93

4915.71

4913.44

4919.40

4919.12

DESCRIPTION

TOA

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/7/

:4 1Z

T Q:

\!2

2\U T-

-2 2 P

\_P

-C

9803098-2202

PRICE

ESSIONAL ENGINEER

TO F

ETATS

TREVOR N.

03/24/25

GAOA PINEVIEW

RESERVOIR

RECREATION

COMPLEX

RECONSTRUCTION

-PHASE 2 PORT

RAMP

UINTA-WASATCH-CACHE

NATIONAL FOREST

OGDEN RANGER DISTRICT

GRADING PLAN

CC/ZS/CN

DS/ZH/MH

4AS

(R04)

INTERMOUNTAIN

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.

TBC POINTS

POINT #

NORTHING

3622883.35

3622888.95

3622895.78

3622924.79

3622922.68

3622913.67

3622908.72

3622912.59

3622914.58

3622916.32

3622918.33

3622922.27

3622937.24

3622941.85

3622954.67

3622954.41

3622942.30

3622969.24

3623091.56

3623103.28

3623134.35

3623139.10

3623143.06

3623147.81

3623158.98

3623158.62

3623162.76

3623194.14

3623196.48

3623241.52

3622912.15

3623179.60

EASTING

1553061.63

1553060.32

1553059.75

1553076.33

1553082.33

1553086.67

1553089.06

1553096.98

1553101.22

1553104.83

1553109.01

1553117.16

1553109.77

1553111.19

1553129.60

1553134.41

1553145.89

1553167.37

1553238.95

1553245.80

1553257.83

1553258.73

1553259.30

1553259.78

1553260.07

1553244.43

1553239.84

1553231.04

1553229.86

1553169.64

1553063.15

1553236.76

ELEVATION

4914.17

4914.43

4914.69

4915.48

4915.71

4915.97

4916.09

4916.00

4916.02

4916.00

4915.98

4915.94

4915.84

4915.80

4915.62

4915.57

4915.45

4915.18

4915.89

4915.96

4916.12

4916.15

4916.17

4916.19

4916.25

4916.32

4916.36

4916.52

4916.55

4917.58

4915.23

4916.44

DESCRIPTION

TBC

TOC POINTS

POINT #

NORTHING

3622974.94

3622976.85

3622985.28

3623016.79

3623015.99

3623008.33

3623028.56

3623031.64

3623032.71

3623035.79

3623044.61

3622986.83

3623020.18

3623027.65

3623029.78

3623093.87

3623101.45

3623108.29

3623116.19

3623124.62

3623125.62

3623131.02

3623129.37

3623131.12

3623132.30

3623292.06

3623296.49

3623314.99

3623317.99

3623310.57

3623314.36

3623322.44

3623319.23

3623334.04

3623350.33

3623334.83

3623338.14

3623334.25

3623326.14

3623319.48

3623301.34

3623303.18

3623305.85

3623319.68

3623287.78

3623308.06

3623288.69

3623299.41

3623294.68

3623288.36

3623263.72

3623259.17

EASTING

1552989.13

1552993.75

1553014.07

1552998.79

1552996.96

1552992.89

1552982.68

1552978.92

1552975.04

1552971.28

1552966.83

1552983.67

1552966.84

1552965.02

1552964.23

1552931.87

1552938.13

1552934.68

1552914.90

1552915.26

1552915.03

1552912.22

1552934.80

1552935.90

1552938.24

1552845.27

1552829.90

1552835.24

1552837.63

1552850.61

1552850.19

1552845.76

1552886.57

1552892.80

1552899.64

1552936.52

1552943.28

1552952.54

1552948.91

1552951.53

1552922.44

1552923.22

1552929.76

1552935.57

1552954.71

1552963.23

1553009.33

1552999.31

1553023.78

1553038.82

1553079.06

1553105.39

ELEVATION

4918.24

4918.34

4917.96

4918.69

4918.73

4918.77

4918.93

4919.08

4919.19

4919.36

4919.76

4918.64

4918.57

4918.92

4919.03

4920.74

4920.99

4921.05

4921.52

4921.74

4921.77

4921.92

4921.21

4921.23

4921.25

4925.04

4924.96

4925.15

4925.18

4925.06

4925.10

4925.27

4924.17

4923.88

4923.56

4922.39

4922.23

4921.96

4922.11

4922.25

4923.08

4923.07

4922.93

4922.66

4922.07

4922.06

4919.67

4920.29

4919.28

4918.99

4918.36

4917.89

DESCRIPTION

TOC

TOC POINTS

POINT #

NORTHING

3623264.63

3623289.41

3623290.44

3623287.47

3623282.65

3623269.71

3623275.44

3623277.48

3623276.23

3623235.29

3623193.20

3623182.44

3623162.58

3623129.76

3623122.63

3623117.61

3623057.31

3623050.47

3623044.88

3623043.50

3622938.57

3622929.32

3622929.41

3622923.06

3622918.15

3622918.91

3622910.47

3622908.73

3622899.02

3622881.00

3622872.81

3622869.74

3622884.89

3622895.48

3622892.65

3622918.65

3622915.59

3622885.89

3622875.83

3623022.10

3623026.20

3623030.11

3623035.22

3623036.34

3623032.68

3623179.79

3623149.32

3623128.54

3622928.83

3622945.73

3623135.01

3623132.89

3623256.06

3623251.37

EASTING

1553112.26

1553107.95

1553113.86

1553114.38

1553118.94

1553117.46

1553123.52

1553141.36

1553159.04

1553200.88

1553253.28

1553254.72

1553234.96

1553231.41

1553251.98

1553258.67

1553225.28

1553227.07

1553223.90

1553217.20

1553137.10

1553123.66

1553139.11

1553137.71

1553133.53

1553130.73

1553107.65

1553104.05

1553090.82

1553079.50

1553070.53

1553144.73

1553158.06

1553152.42

1553147.12

1553140.63

1553134.89

1553145.06

1553123.70

1553260.23

1553263.83

1553248.83

1553251.97

1553259.70

1553264.50

1553263.88

1553270.68

1553267.78

1553074.37

1553109.19

1552933.12

1552917.10

1553097.30

1553113.05

ELEVATION

4917.38

4915.13

4914.93

4915.38

4915.22

4916.94

4916.14

4914.68

4914.32

4916.08

4914.64

4915.18

4916.07

4916.06

4915.73

4915.95

4915.61

4915.47

4915.37

4915.53

4915.36

4915.58

4915.18

4915.06

4915.19

4915.33

4915.68

4915.64

4915.15

4912.25

4912.77

4904.66

4905.12

4906.63

4906.75

4914.96

4915.07

4904.93

4907.65

4905.42

4905.36

4906.16

4906.23

4905.61

4905.50

4915.14

4916.01

4915.90

4915.42

4915.51

4921.40

4921.81

4918.09

4917.86

DESCRIPTION

TOC

TOA POINTS

POINT #

NORTHING

3622924.48

3622949.41

3622953.24

3622949.77

3623031.66

3623036.79

3623039.48

3623109.53

3623118.93

3623127.02

3623128.45

3623151.76

3623154.41

3623158.47

3623168.66

3623174.38

3623175.68

3623177.89

3623171.13

3623277.58

3623281.22

3623339.07

3623351.57

3623341.86

3623275.06

3623268.36

3623265.97

3623267.97

3622869.66

3622809.71

3622810.29

EASTING

1553026.77

1553023.11

1553017.06

1553002.53

1552989.05

1552982.79

1552973.09

1552937.72

1552941.32

1552940.91

1552906.90

1552895.40

1552900.76

1552906.32

1552916.13

1552916.99

1552916.34

1552909.62

1552896.23

1552842.49

1552842.15

1552836.64

1552859.43

1552864.76

1553003.60

1553006.69

1553032.20

1553048.54

1553151.00

1553150.31

1553081.47

ELEVATION

4916.11

4917.09

4917.33

4917.64

4919.07

4919.28

4919.56

4921.07

4921.05

4921.13

4922.05

4922.53

4922.42

4922.31

4922.13

4922.16

4922.19

4922.38

4921.87

4924.99

4925.03

4925.64

4925.12

4924.91

4920.18

4920.00

4919.42

4919.05

4904.81

4904.96

4912.10

DESCRIPTION

TOA

TOG POINTS

POINT #

NORTHING

3623372.39

3623367.89

3623387.38

3623391.88

3623349.57

3623354.07

3623373.56

3623369.06

3623303.66

3623299.17

3623318.65

3623323.15

EASTING

1553040.63

1553021.15

1553016.65

1553036.13

1553070.51

1553090.00

1553085.50

1553066.01

1553117.04

1553097.60

1553093.05

1553112.54

ELEVATION

4907.70

4907.30

4906.40

4906.70

4909.32

4909.02

4908.87

4909.27

4913.08

4913.45

4912.45

4912.08

DESCRIPTION

TOG

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/7/

:4 1Z

T Q:

\!2

2\U T-

-2 2 P

\_P

-C

9803098-2202

PRICE

ESSIONAL ENGINEER

TO F

ETATS

TREVOR N.

03/24/25

GAOA PINEVIEW

RESERVOIR

RECREATION

COMPLEX

RECONSTRUCTION

-PHASE 2 PORT

RAMP

UINTA-WASATCH-CACHE

NATIONAL FOREST

OGDEN RANGER DISTRICT

GRADING PLAN

CC/ZS/CN

DS/ZH/MH

4AS

(R04)

INTERMOUNTAIN

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.

304926

3.0:1

2.8

2.1%

2.0%

2.0% 0.5%4.0%

4.0%

4103 4104

4111 4112

4116 4117

412041214122

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

LOD

LODLOD

LOD

LODLOD

LOD

>>> LOD LOD

LOD

TOC POINTS

POINT #

NORTHING

3623360.87

3623371.97

3623391.08

3623379.98

3623413.81

3623424.91

3623444.02

3623432.92

3623461.18

3623472.28

3623491.39

3623480.29

3623512.77

3623520.69

3623540.24

3623532.32

3623562.26

3623585.00

3623600.94

3623578.21

EASTING

1552894.02

1552858.04

1552863.93

1552899.92

1552864.98

1552829.00

1552834.89

1552870.88

1552838.99

1552803.01

1552808.90

1552844.89

1552814.11

1552777.29

1552781.50

1552818.31

1552792.55

1552762.53

1552774.61

1552804.63

ELEVATION

4924.42

4925.17

4924.92

4923.62

4925.59

4926.34

4926.09

4924.79

4926.63

4927.38

4927.34

4926.23

4927.68

4928.43

4928.45

4927.28

4929.01

4929.95

4929.60

4928.61

DESCRIPTION

TOC

TOG POINTS

POINT #

NORTHING

3623364.79

3623397.22

3623402.64

3623411.46

3623450.15

3623455.57

3623464.39

3623497.53

3623502.94

3623511.76

3623513.69

3623549.44

3623574.28

3623582.48

3623584.98

3623587.81

3623605.88

3623617.76

3623626.41

3623588.44

3623527.35

3623501.64

3623463.07

3623639.86

3623645.82

EASTING

1552852.18

1552844.04

1552833.92

1552826.58

1552815.00

1552804.88

1552797.54

1552789.01

1552778.89

1552771.55

1552770.49

1552758.54

1552749.00

1552750.34

1552750.93

1552758.82

1552768.09

1552760.58

1552760.70

1552725.04

1552733.34

1552747.44

1552768.61

1552763.87

1552738.56

ELEVATION

4925.41

4925.64

4926.04

4926.44

4926.81

4927.20

4927.60

4927.96

4928.30

4928.65

4928.69

4929.23

4930.09

4930.28

4930.32

4930.07

4929.82

4930.21

4930.43

4930.80

4929.78

4929.22

4928.37

4930.29

4930.81

DESCRIPTION

TOG

NOTES:

1. WHERE APPLICABLE, CONTRACTOR

SHALL ENSURE THAT THE MAXIMUM

SLOPE IN ANY DIRECTION FOR ALL

ADA COMPLIANT HARDSCAPE IS

LESS THAN 2.00%.

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:

GRADING KEYNOTES

GRADE TO DRAIN TO RESERVOIR

DRAINAGE SWALE, SEE DETAIL,

SHEET 15.

DELINEATED WETLAND AREA

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/

:4 1 M

\!2

2\U

T-

-2

2 P

W R

\_P

-C

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

GRADING PLAN

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

53 136

C38

(R04)

INTERMOUNTAIN

C H

C38

SR-158

C36 C35

Y R

EXIT R

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

1'' W

1'' W 1'' W

1'' W

1'' W 1'' W

1'' W

1'' W 1'' W

1'' W

24'' SD

2'' W 2'' W

2'' W

2'' W 2'' W

2'' W 2'' W 2'' W

24'' SD

4'' W 4'' W

24'' SD

SFSF

FRFR

FR FR

LOD

LOD LOD

LOD

LOD LOD LOD

LODLOD

LOD

LODLOD

LOD

LODLOD

LODLODLODLOD

LOD

LOD LOD LOD LOD LOD

LOD

LOD LOD

LOD

LOD LOD

4913 49

49114912

1'' W

1'' W 1'' W

1'' W

1'' W 1'' W

1'' W

1'' W 1'' W

1'' W

24'' SD

2'' W 2'' W

2'' W

2'' W 2'' W

2'' W

2'' W 2'' W 2'' W

24'' SD

SD 24'' SD

24'' SD

4'' W 4'' W

24'' SD

SFSF

FRFR

FR FR

LOD

LOD LOD

LOD

LOD LOD LOD

LOD

LODLOD

LOD

LODLOD

LOD

LODLOD

LODLODLODLOD

LOD

LOD LOD LOD LOD LOD

LOD

LOD LOD

LOD

LOD LOD

4913 49

49114912

> 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/

:5 2 M

\!2

2\U

T-

-2

2 P

W R

\_P

-C

W G;

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

EROSION CONTROL

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

54 136

C39

(R04)

INTERMOUNTAIN

ATC

LIN

E SEE SH

EET C

MATCH LINE SEE SHEET C27

ATC

LIN

E SEE SH

EET C

NOTES:

1. EROSION CONTROL ELEMENTS

SHOWN ON THESE SHEETS ARE

NOT ALL INCLUSIVE AND MAY

VARY DEPENDING ON FINAL

GRADING AND SITE CONDITIONS.

THE CONTRACTOR IS

RESPONSIBLE TO INSTALL

EROSION CONTROL MEASURES

PER DETAILS AND

SPECIFICATIONS, PLAN SHEETS,

AND BEST MANAGEMENT

PRACTICES.

KEYMAP

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:

EROSION CONTROL KEYNOTES

LIMITS OF DISTURBANCE

REVEGETATION, SHEET D15.

HECP TYPE 2, PER

SPECIFICATIONS AND DETAIL,

SHEET D15.

SILT FENCE, PER DETAIL, SHEET

D15

FIBER ROLL PER DETAIL, SHEET

D15

INLET PROTECTION, PER DETAIL,

SHEET D14

04 01

02 03

SR-158

Y R

EXIT R

C41 C40

C39

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.

Area N.I.C 03/05/25

N O

C O

2'' W

24'' SD

2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W

2'' W

1'' W

1'' W 1'' W

24'' SD

24'' SDSD

SFSF

FRFR

FR FRFRFR

FR FR FRFRFR

FRFR

FRFRFR

FRFR

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

LODLOD

LOD

491249134914

4918491749164915

2'' W

24'' SD

2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W

2'' W

1'' W

1'' W 1'' W

24'' SD

24'' SDSD

SFSF

FRFR

FR FRFRFR

FR FR FRFRFR

FRFR

FRFRFR

FRFR

491249134914

4918491749164915

> 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/

:5 2 M

\!2

2\U

T-

-2

2 P

W R

\_P

-C

W G;

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

EROSION CONTROL

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

55 136

C40

(R04)

INTERMOUNTAIN

T C3

C H

NOTES:

1. EROSION CONTROL ELEMENTS

SHOWN ON THESE SHEETS ARE

NOT ALL INCLUSIVE AND MAY

VARY DEPENDING ON FINAL

GRADING AND SITE CONDITIONS.

THE CONTRACTOR IS

RESPONSIBLE TO INSTALL

EROSION CONTROL MEASURES

PER DETAILS AND

SPECIFICATIONS, PLAN SHEETS,

AND BEST MANAGEMENT

PRACTICES.

KEYMAP

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:

EROSION CONTROL KEYNOTES

LIMITS OF DISTURBANCE

REVEGETATION, SHEET D15.

HECP TYPE 2, PER

SPECIFICATIONS AND DETAIL,

SHEET D15.

SILT FENCE, PER DETAIL, SHEET

D15

FIBER ROLL PER DETAIL, SHEET

D15

INLET PROTECTION, PER DETAIL,

SHEET D14

02 03

SR-158

Y R

EXIT R

C41 C40

C39

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

1'' W 1'' W

1'' W1'' W1'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W

1'' W

1'' W1'' W

1'' W

SFSF

FRFRFR

FR FRFR

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

LOD

LODLOD

LOD

LODLOD

LOD

2'' W2'' W

1'' W

SF FR

FR FR FRFRFR

LOD LOD

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/

:5 2 M

\!2

2\U

T-

-2

2 P

W R

\_P

-C

W G;

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

EROSION CONTROL

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

56 136

C41

(R04)

INTERMOUNTAIN

C H

NOTES:

1. EROSION CONTROL ELEMENTS

SHOWN ON THESE SHEETS ARE

NOT ALL INCLUSIVE AND MAY

VARY DEPENDING ON FINAL

GRADING AND SITE CONDITIONS.

THE CONTRACTOR IS

RESPONSIBLE TO INSTALL

EROSION CONTROL MEASURES

PER DETAILS AND

SPECIFICATIONS, PLAN SHEETS,

AND BEST MANAGEMENT

PRACTICES.

KEYMAP

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:

EROSION CONTROL KEYNOTES

LIMITS OF DISTURBANCE

REVEGETATION, SHEET D15.

HECP TYPE 2, PER

SPECIFICATIONS AND DETAIL,

SHEET D15.

SILT FENCE, PER DETAIL, SHEET

D15

FIBER ROLL PER DETAIL, SHEET

D15

01 05

02 03

02 03 02 0302 0302 03

02 03

C41

SR-158

C40 C39

Y R

EXIT R

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.

Area N.I.C 03/10/25 omena Text Box

NOT IN CONTRACT

omena Line omena Line

7 EP

: 2

1+ 00 1+

50 2+ 00 2+

50 3+

3+ 50 4+

00 4+ 50 5+

00 5+

: 6 m i/h

SD SD

SD20

7 EP

: 2 0+

00 1+ 50 2+

00 2+ 50 3+

3+ 50 4+

00 4+ 50 5+

00 5+

: 6 m i/h

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

:2 1 M

\!2

2\U

T-

-2

2 P

W R

\_P

-C

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

SIGNING & STRIPING

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

57 136

C42

(R04)

INTERMOUNTAIN

ATC

LIN

E SEE SH

EET C

MATCH LINE SEE SHEET C28

ATC

LIN

E SEE SH

EET C

STRIPING KEYNOTES

4-INCH WIDE SOLID WHITE

PAVEMENT MARKING PER

M.U.T.C.D. STANDARD PLANS.

DOUBLE 4-INCH WIDE SOLID

YELLOW LINE PER M.U.T.C.D.

STANDARD PLANS.

12-INCH WIDE SOLID WHITE STOP

BAR PER M.U.T.C.D. STANDARD

PLANS.

4-INCH WIDE SOLID YELLOW

PAVEMENT MARKING PER

M.U.T.C.D. STANDARD PLANS.

WHITE LANE-USE ARROW

PAVEMENT MARKING (RIGHT/LEFT

TURN AND THROUGH LANE-USE AS

NOTED ON DRAWINGS) PER

M.U.T.C.D STANDARD PLANS.

12-INCH WIDE TRANSVERSE

CROSSWALK MARKING LINE WHITE

PAVEMENT MARKING PER

M.U.T.C.D. STANDARD PLANS.

PAINTED ADA SYMBOL AND

ASSOCIATED HATCHING PER

M.U.T.C.D. STANDARD PLANS.

8-INCH WIDE SOLID YELLOW

PAVEMENT MARKING PER

M.U.T.C.D. STANDARD PLANS.

4-INCH SOLID YELLOW LINE

PAVEMENT MARKING WITH

DIAGONAL CROSSHATCH MARKING

PER M.U.T.C.D. STANDARD PLANS.

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:

SIGNING KEYNOTES

STOP SIGN R1-1 (30" X 30") PER

M.U.T.C.D. STANDARD PLANS.

CROSSING SIGNS W11-15 (30"X30")

AND W16-7P (24"X12") PER

M.U.T.C.D. STANDARD PLANS.

"NO PARKING, FIRE LANE" R8-31

SIGN PER M.U.T.C.D. STANDARD

PLANS.

ACCESSIBLE PARKING W/VAN

ACCESIBLE PLAQUE SIGN 7-8-12,

R7-8A PER M.U.T.C.D. STANDARD

PLANS.

18" X 12" - 15 MINUTE PARKING,

LOADING AND UNLOADING. SEE

DETAIL SHEET D16.

USFS INFORMATION HUB. INSTALL

INVASIVE SPECIES PANEL. SEE

SHEET D16, D19 AND CONSTRUCT

PER FOREST SERVICE REFERENCE

DRAWINGS.

R5-1 "DO NOT ENTER" SIGN PER

M.U.T.C.D. STANDARD PLANS.

R15-8 "LOOK" SIGN PER M.U.T.C.D.

STANDARD PLANS.

EMPLOYEE PARKING ONLY. SEE

DETAIL SHEET D16.

NO PARKING ANY TIME R7-1

(12”X18”) (RIGHT/LEFT AND DOUBLE

ARROW AS NOTED ON DRAWINGS)

PER M.U.T.C.D. STANDARD PLANS.

USFS SIGN - WATERCRAFT

INSPECTION STATION, BOAT RAMP,

PARKING, AND EXIT TRAFFIC

CONTROL SIGN. SEE SHEET D16,

D17 AND CONSTRUCT PER FOREST

SERVICE REFERENCE DRAWINGS.

KEYMAP

NOTES:

1. ALL STRIPING TO CONFORM TO

M.U.T.C.D STANDARDS UNLESS

OTHERWISE NOTED

13 TYP.

C44

SR-158

C43 C42

Y R

EXIT R

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

:2 1 M

\!2

2\U

T-

-2

2 P

W R

\_P

-C

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

SIGNING & STRIPING

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

58 136

C43

(R04)

INTERMOUNTAIN

T C4

N O

G B

N D

T H

NOTES:

1. ALL STRIPING TO CONFORM TO

M.U.T.C.D STANDARDS UNLESS

OTHERWISE NOTED

KEYMAP

STRIPING KEYNOTES

4-INCH WIDE SOLID YELLOW

PAVEMENT MARKING PER

M.U.T.C.D. STANDARD PLANS.

WHITE LANE-USE ARROW

PAVEMENT MARKING (RIGHT/LEFT

TURN AND THROUGH LANE-USE AS

NOTED ON DRAWINGS) PER

M.U.T.C.D STANDARD PLANS.

12-INCH WIDE TRANSVERSE

CROSSWALK MARKING LINE WHITE

PAVEMENT MARKING PER

M.U.T.C.D. STANDARD PLANS.

PAINTED ADA SYMBOL AND

ASSOCIATED HATCHING PER

M.U.T.C.D. STANDARD PLANS.

8-INCH WIDE SOLID YELLOW

PAVEMENT MARKING PER

M.U.T.C.D. STANDARD PLANS.

4-INCH SOLID YELLOW LINE

PAVEMENT MARKING WITH

DIAGONAL CROSSHATCH MARKING

PER M.U.T.C.D. STANDARD PLANS.

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:

SIGNING KEYNOTES

YIELD R1-2 (18"X18"X18"), PER

M.U.T.C.D STANDARD PLANS.

CROSSING SIGNS W11-15 (30"X30")

AND W16-7P (24"X12") PER

M.U.T.C.D. STANDARD PLANS.

ACCESSIBLE PARKING W/VAN

ACCESIBLE PLAQUE SIGN 7-8-12,

R7-8A PER M.U.T.C.D. STANDARD

PLANS.

USFS INFORMATION HUB. INSTALL

BOATER SAFETY INFORMATION

PANEL. SEE SHEET SHEET D16,

D19, D20 AND CONSTRUCT PER

FOREST SERVICE REFERENCE

DRAWINGS.

USFS INFORMATION HUB. INSTALL

BOATER SAFETY INFORMATION

PANEL, PORT RAMP SITE

INFORMATION PANEL, AND LOCK

BOX. SEE SHEET D16, D20 AND

CONSTRUCT PER FOREST SERVICE

REFERENCE DRAWINGS.

R15-8 "LOOK" SIGN PER M.U.T.C.D.

STANDARD PLANS.

ENTERING FEE AREA. SEE SHEET

D16 AND CONSTRUCT PER FOREST

SERVICE REFERENCE DRAWINGS.

USFS SITE IDENTIFICATION SIGN -

PORT RAMP BOAT LAUNCH SEE

SHEET D16, D17 AND CONSTRUCT

PER FOREST SERVICE REFERENCE

DRAWINGS.

R5-11 "AUTHORIZED VEHICLES

ONLY" SIGN PER M.U.T.C.D.

STANDARD PLANS.

NO PARKING ANY TIME R7-1

(12”X18”) (RIGHT/LEFT AND DOUBLE

ARROW AS NOTED ON DRAWINGS)

PER M.U.T.C.D. STANDARD PLANS.

USFS SIGN - DUMPING STATION.

SEE SHEET D16 AND CONSTRUCT

PER FOREST SERVICE REFERENCE

DRAWINGS.

USFS INFORMATION HUB. INSTALL

LOADING AND LAUNCHING PANEL,

BOATER SAFETY INFORMATION

PANEL, PORT RAMP SITE

INFORMATION PANEL, AND LOCK

BOX. SEE SHEET D16, D19 AND

CONSTRUCT PER FOREST SERVICE

REFERENCE DRAWINGS.

13TYP.

13 TYP.

33 35

C44

SR-158

C43 C42

Y R

EXIT R

18 16

Area N.I.C 03/10/25 omena Text Box

NOT IN CONTRACT

omena Line omena Line

NOTES:

1. PROVIDE JOINT PATTERN SPACING TO PRODUCE L X W=0.8 TO 1.2. ALL

JOINTS IN PAVEMENT SECTION SHALL BE SEALED. CONTRACTOR TO

PROVIDE CONSTRUCTION JOINTS AT SECTIONS JOINTING PREVIOUSLY

POURED SECTIONS.

2. CONCRETE SHALL BE MEDIUM BROOM FINISH UNLESS OTHERWISE NOTED

ON PLANS.

WIDTH PER PLAN

TYPICAL CONCRETE PAVED ROAD/PARKING SECTION

SCALE: 1" = 1'-0"

6 1/2-INCHES PORTLAND CEMENT CONCRETE

(SPECIFICATION 3213131)

6 1/2-INCHES, GRADE 1-1/2", UNTREATED BASE

COURSE (UTBC) COMPACTED TO 95% OF

MODIFIED PROCTOR DENSITY PER ASTM D1557

AND AASHTO T180-D

(SPECIFICATION 321123)

16-INCHES NON-FROST SUSCEPTIBLE, A-1-a

GRANULAR BORROW, SUBBASE FROST

PROTECTION COMPACTED TO 95% OF

MODIFIED PROCTOR DENSITY PER ASTM D1557

AND AASHTO T180-D

(SPECIFICATION 310513)

NOTES:

1. CONTRACTOR SHALL PROVIDE CONTROL JOINTS

EVERY 5 FEET AND EXPANSION JOINTS EVERY 20 FEET.

2. SIDEWALK ADJACENT TO STRUCTURES SHALL HAVE

2% MAX. CROSS SLOPE AWAY FROM STRUCTURE

UNLESS OTHERWISE NOTED.

3. CONCRETE SHALL BE MEDIUM BROOM FINISH UNLESS

OTHERWISE NOTED ON PLANS.

WIDTH PER PLAN

6-INCHES PORTLAND

CEMENT CONCRETE

(SPECIFICATION 321613)

6-INCHES, GRADE 1-1/2"

UNTREATED BASE COURSE

(UTBC) COMPACTED TO 95% OF

MODIFIED PROCTOR DENSITY

PER ASTM D1557 AND AASHTO

T180-D

(SPECIFICATION 321123)

TYPICAL CONCRETE SIDEWALK SECTION

SCALE: 1" = 1'-0"

WIDTH PER PLAN

TYPICAL ASPHALT PAVED TRAIL SECTION

SCALE: 1" = 1'-0"

3-INCH PG64-22, DM-1/2, 50 BLOW,

ASPHALT PAVEMENT

(SPECIFICATION 321215.13)

8-INCH, GRADE 1-1/2", UNTREATED BASE

COURSE (UTBC) COMPACTED TO 95% OF

MODIFIED PROCTOR DENSITY PER ASTM D1557

AND AASHTO T180-D

(SPECIFICATION 321123)

19-INCH NON-FROST SUSCEPTIBLE, A-1-a

GRANULAR BORROW, SUBBASE FROST

PROTECTION COMPACTED TO 95% OF

MODIFIED PROCTOR DENSITY PER ASTM

D1557 AND AASHTO T180-D

(SPECIFICATION 310513)

WIDTH PER PLAN

12-INCHES, GRADE 1-1/2",

UNTREATED BASE COURSE (UTBC)

COMPACTED TO 95% OF MODIFIED

PROCTOR DENSITY PER ASTM D1557

AND AASHTO T180-D

TYPICAL UNPAVED ROAD/PARKING SECTION

SCALE: 1" = 1'-0"

WIDTH PER PLAN

TYPICAL UNPAVED TRAIL SECTION

SCALE: 1" = 1'-0"

4-INCHES, GRADE 1-1/2", UNTREATED BASE

COURSE (UTBC) COMPACTED TO 95% OF

MODIFIED PROCTOR DENSITY PER ASTM D1557

AND AASHTO T180-D

3-INCHES CRUSHER FINES

WIDTH PER PLAN

TYPICAL ASPHALT PAVED PARKING SECTION

SCALE: 1" = 1'-0"

SEE NOTE 1

SEE NOTE 2

SEE NOTE 3

NOTES:

1. 4-INCH PG64-22, DM-1/2, 50 BLOW, ASPHALT PAVEMENT, COMPACT MAXIMUM

LIFT OF 3-INCHES. IF GREATER THAN 3-INCHES LIFTS SHALL BE EQUAL.

(SPECIFICATION 321216.13).

2. 6-INCH UNTREATED BASE COURSE (UTBC) COMPACTED TO 95% OF

MODIFIED PROCTOR DENSITY PER ASTM D1557 AND AASHTO T180-D

(SPECIFICATION 321123).

3. 19-INCH NON-FROST SUSCEPTIBLE SUBBASE FROST PROTECTION

COMPACTED TO 95% OF MODIFIED PROCTOR DENSITY PER ASTM D1557

AND AASHTO T180-D (SPECIFICATION 310513).

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 2 Z

T Q:

\!2

2\U T-

-2 2 P

\_P

\D 1 -

W G;

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

TYPICAL PAVEMENT

SECTIONS

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

59 136

(R04)

INTERMOUNTAIN

APPLICABLE SPECIFICATION SECTIONS

1. ASPHALT PER SECTION 321216.13

2. CONCRETE FOR DRIVEWAYS,SIDEWALKS, AND CURB/GUTTER PER SECTION 321613

3. CONCRETE PAVING PER SECTION 321313

4. CRUSHER FINES PER SECTION 321540

5. UTBC PER SECTION 321123

6. NON FROST SUSCEPTIBLE FILL PER SECTION 310513

ASPHALT MIX REQUIREMENTS

1. ROADWAYS WITHIN UDOT RIGHT-OF-WAY (NOT ANTICIPATED ON PINEVIEW

TRAILHEAD) - PG 54-34, 12", 7-75-115 GYRATION

2. ROADWAYS, PARKING AREAS, AND PAVED TRAILS OUTSIDE OF UDOT'S

RIGHT-OF-WAY - PG 64-22, 12", APWA 50

FOUNDATION CENTER POINT

3622446.0177 1553107.4137

FOUNDATION CENTER POINT

3622446.0177 1553107.4637

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 2 Z

T Q:

\!2

2\U T-

-2 2 P

\_P

\D 1 -

W G;

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

ADA RAMP DETAILS

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

60 136

(R04)

INTERMOUNTAIN

NOTES:

1. USE CAST IRON ACCESS TILES OR APPROVED

EQUAL.

2. INSTALL PER MANUFACTURER'S SPECIFICATIONS.

3. ENSURE TEXTURING, ADHESION METHODS, AND SIZE

MEET CURRENT STATE AND MUNICIPAL CODES.

WIDTH VARIES (MUST EXTEND FULL WIDTH OF RAMP)

1.6-2.4"

4" .6

5" M

D O

.9-1.4" BASE DIAMETER

50-60% OF BASE DIAMETER

DIMENSION PER PLAN (4' MIN.)

MUST BE AN EVEN NUMBER FOR

COMPATIBILITY WITH PRE-FABRICATED

DETECTABLE WARNING TILES

DIMENSION PER PLAN

MINIMUM 6'-3"

U M

TYPICAL ACCESSIBLE RAMP DETAIL

NOT TO SCALE

BACK OF WALK PER PLANS

CURBING AS DETAILED

CONCRETE SIDEWALK AS DETAILED

MAX SLOPE

8.0%

MAX SLOPE

8.0%

. 0.5%

AX 1.0%

CURB AND GUTTER AS DETAILED

CONCRETE RAMP

SLOPED CURB

GUTTER

PREFABRICATED STEEL

DETECTABLE WARNING

TILES.

PLAN VIEW

SECTION VIEW

ELEVATION VIEW

MIN. 0.5%, MAX 1.0% SLOPE

GUTTER FLOW LINE

CURBING

CONCRETE SIDEWALK

DETECTABLE

WARNING AREA

CURBING (HEIGHT VARIES TO ACCOMMODATE

SIDEWALK AND RAMP SLOPES

FINISHED GRADE 1" BELOW CURB. SLOPE PER PLANS

SIDEWALK SLOPE PER PLANS

SLOPED CURB

CURB AND GUTTER

AS DETAILED

DETECTABLE

WARNING

AREA

BACK OF LANDING

CURBING AS DETAILED

NOTES:

1. DETAIL IS FOR A TYPICAL LAYOUT

AND MAY VARY FROM ACTUAL PLAN

LOCATION REQUIREMENTS. IN ALL

CIRCUMSTANCES, CURRENT

ACCESSIBILITY GUIDELINES MUST

BE MET FOR RAMPS, LANDINGS,

AND DETECTABLE WARNING AREAS.

2. CONSTRUCT ALL RAMPS AND

CURBS FROM 3000 PSI PORTLAND

CEMENT CONCRETE.

3. ADHERE TO BASE MATERIAL AND

SUBGRADE REQUIREMENTS

OUTLINED IN TYPICAL SECTION

DRAWINGS.

DETECTABLE WARNING DETAIL

NOT TO SCALE

PORT RAMP ACCESSIBLE RAMP LAYOUT 1

SCALE: 1"=5'

ALTERNATE ACCESSIBLE RAMP DETAIL

NOT TO SCALE

STRIPING PER SIGNAGE

AND STRIPING PLANS

6.5'

ACCESSIBLE RAMP

AS DETAILED

CONCRETE

SIDEWALK PER

TYPICAL

SECTIONS

DETECTABLE WARNING

TILES AS DETAILED

APPLICABLE

SPECIFICATION

SECTIONS

1. ASPHALT PER SECTION 321216.13

2. CONCRETE FOR

DRIVEWAYS,SIDEWALKS, AND

CURB/GUTTER PER SECTION 321613

3. CONCRETE PAVING PER SECTION

321313

4. CRUSHER FINES PER SECTION 321540

5. UTBC PER SECTION 321123

6. NON FROST SUSCEPTIBLE FILL PER

SECTION 310513

7. DETECTABLE WARNING SURFACE PER

SECTION 321716

8. PAVEMENT MARKINGS PER SECTION

321723

9. SIGNS PER SECTION 101400.05,

320105, AND 320106

4' MIN.

MAX 8.3%

2' DEPTH X FULL WIDTH DETECTABLE WARNING REQ'D

LANDSCAPE/

REVEGETATION

AREA, AS

DETAILED

MAX SLOPE OF

12% ON WINGS

MAX SLOPE OF

8.3% ON WINGS

4' MIN.

MAX 8.3%

2' DEPTH X FULL

WIDTH DETECTABLE

WARNING REQ'D

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.

FOUNDATION CORNER POINT

3622904.7824 1553062.3386

FOUNDATION CORNER POINT

3622910.3132 1553072.9701

FOUNDATION CORNER POINT

3622930.7613 1553133.1712

FOUNDATION CORNER POINT

3622922.6439 1553121.3782

FOUNDATION CENTER POINT

3622910.5884 1553126.1642

FENCE POINT

3622907.8786 1553130.9010

FENCE POINT

3622921.1171 1553136.2762

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 2 Z

T Q:

\!2

2\U T-

-2 2 P

\_P

\D 1 -

W G;

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

ADA RAMP DETAILS

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

61 136

(R04)

INTERMOUNTAIN

PORT RAMP ACCESSIBLE RAMP LAYOUT 3

SCALE: 1"=5'

PORT RAMP ACCESSIBLE RAMP LAYOUT 2

SCALE: 1"=5'

DETECTABLE WARNING

TILES AS DETAILED

ACCESSIBLE RAMP AS DETAILED

8.0'23.0' 2.0'

10.5'

7.5'

STRIPING PER SIGNAGE AND STRIPING PLANS

STRIPING PER

SIGNAGE AND

STRIPING PLANS

DETECTABLE WARNING

TILES AS DETAILED

ACCESSIBLE RAMP

AS DETAILED 40

2.0'

10.3' CONCRETE

SIDEWALK PER

TYPICAL SECTIONS

7.5'

APPLICABLE SPECIFICATION SECTIONS

1. ASPHALT PER SECTION 321216.13

2. CONCRETE FOR DRIVEWAYS,SIDEWALKS, AND

CURB/GUTTER PER SECTION 321613

3. CONCRETE PAVING PER SECTION 321313

4. CRUSHER FINES PER SECTION 321540

5. UTBC PER SECTION 321123

6. NON FROST SUSCEPTIBLE FILL PER SECTION 310513

7. DETECTABLE WARNING SURFACE PER SECTION 321716

8. PAVEMENT MARKINGS PER SECTION 321723

9. SIGNS PER SECTION 101400.05, 320105, AND 320106

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.

Area N.I.C 03/10/25 omena Text Box

NOT IN CONTRACT

omena Text Box

NOT IN CONTRACT

omena Line omena Line

10" LONG #4 DOWEL

AT 4' OC, GROUTED IN

PLACE

ASPHALT PAVEMENT

(THICKNESS PER PLAN)

NOTES:

1. CURB SHALL BE CONSTRUCTED OF PORTLAND CEMENT

CONCRETE.

2. EPOXY CEMENT COAT SHALL BE APPLIED TO PAVEMENT

SURFACE PRIOR TO INSTALLATION OF PCC CURB.

3. ALL EXPOSED CORNERS ON CONCRETE BUMPER TO BE

ROUNDED WITH A 1/2" RADIUS.

PER PLANSASPHALT SURFACE

BASE COURSE: GRADE 1-1/2",

UNTREATED BASE COURSE

(SPECIFICATION 321123). DO

NOT USE GRAVEL AS A BASE

COURSE WITHOUT

ENGINEER’S PERMISSION.

S=0.052%

(3) #4 @ 12" O.C.

#4 @ 24" O.C.

REINFORCED CONCRETE

(SPECIFICATION 321613)

E. CONCRETE CURING AGENT: CLEAR MEMBRANE

ENGINEER’S PERMISSION.

NOTES:

1. GENERAL

A. VARIANCE FROM SPECIFIED DIMENSIONS AND

SLOPES MUST BE ACCEPTABLE TO THE

ENGINEER. SYSTEM CONFIGURATION MAY BE

CHANGED AT ENGINEER’S DISCRETION.

B. UNLESS INDICATED OTHERWISE, WIDTH OF

WATERWAY AS FOLLOWS.

1) 4 FEET FOR A RESIDENTIAL STREET.

2) 6 FEET FOR A NON-RESIDENTIAL STREET.

3) IF WIDER THAN 6 FEET, OFFSET THE FLOW LINE IN

THE WATERWAY TO MATCH (LINE UP WITH) THE

CURB AND GUTTER FLOW LINE. ADJUST CROSS

SLOPES TO MATCH EXISTING SLOPES.

2. PRODUCTS

A. BASE COURSE: UNTREATED BASE COURSE,

(SPECIFICATION 321123). DO NOT USE GRAVEL AS

A BASE COURSE WITHOUT ENGINEER’S

PERMISSION.

B. EXPANSION JOINT FILLER: 1/2-INCH THICK TYPE F1

FULL DEPTH.

C. CONCRETE: IF NECESSARY, PROVIDE CONCRETE

THAT ACHIEVES DESIGN STRENGTH IN LESS

THAN 7 DAYS. USE CAUTION; HOWEVER, AS

CONCRETE CRAZING (SPIDER CRACKS) MAY

DEVELOP IF AIR TEMPERATURE EXCEEDS 90

DEGREES F.

D. REINFORCEMENT: GALVANIZED OR EPOXY

COATED, DEFORMED, 60 KSI YIELD GRADE STEEL,

ASTM A615.

E. CONCRETE CURING AGENT: CLEAR MEMBRANE

FORMING COMPOUND WITH FUGITIVE DYE (TYPE

ID CLASS A).

3. EXECUTION

A. BASE COURSE PLACEMENT: THICKNESS IS

6-INCHES IF FLOW-LINE GRADE IS 0.5 PERCENT

(S=0.005) OR GREATER. IF SLOPE IS LESS,

PROVIDE 8-INCHES. MAXIMUM LIFT THICKNESS

BEFORE COMPACTION IS 8-INCHES WHEN USING

RIDING EQUIPMENT OR 6-INCHES WHEN USING

HAND HELD EQUIPMENT. COMPACTION IS 95

PERCENT OR GREATER RELATIVE TO A MODIFIED

PROCTOR DENSITY.

B. CONCRETE PLACEMENT:

1) INSTALL EXPANSION JOINTS VERTICAL, FULL

DEPTH, WITH TOP OF FILLER SET FLUSH WITH

CONCRETE SURFACE. EXPANSION JOINTS ARE

NOT REQUIRED IN CONCRETE PLACEMENT USING

SLIP-FORM CONSTRUCTION.

2) INSTALL CONTRACTION JOINTS VERTICAL,

1/8-INCH WIDE OR 1/4 SLAB THICKNESS IF THE

SLAB IS GREATER THAN 8-INCHES THICK. MATCH

JOINT LOCATION IN ADJACENT

PORTLAND-CEMENT CONCRETE ROADWAY

PAVEMENT.

3) PROVIDE 1/2-INCH RADIUS EDGES. APPLY A

BROOM FINISH. APPLY A CURING AGENT.

C. PROTECTION AND REPAIR: PROTECT CONCRETE

FROM DEICING CHEMICALS DURING CURE.

REPAIR CONSTRUCTION THAT DOES NOT DRAIN.

IF NECESSARY, FILL FLOW-LINE WITH WATER TO

VERIFY.

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 2 Z

T Q:

\!2

2\U T-

-2 2 P

\_P

\D 1 -

W G;

9803098-2202

PRICE

ESSIONAL ENGINEER

TO F

ETATS

TREVOR N.

12/07/23

3 4"

TYPICAL CONCRETE

JOINT DETAILS

NOT TO SCALE

UNPAVED TRAIL

PER TYPICAL

SECTIONS

3" 6"

HMA PAVEMENT

ROLL OFF TRANSITION DETAIL (ASPHALT)

NOT TO SCALE

GAOA PINEVIEW

RESERVOIR

RECREATION

COMPLEX

RECONSTRUCTION

-PHASE 2 PORT

RAMP

UINTA-WASATCH-CACHE

NATIONAL FOREST

OGDEN RANGER DISTRICT

CURB AND GUTTER

DETAILS

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

62 136

(R04)

INTERMOUNTAIN

3" 8"

6" X 18" REINFORCED

CONCRETE CURB

MONOLITHIC CURB/FLATWORK

GRADE 1-1/2", UNTREATED

BASE COURSE

(SPECIFICATION 321123)

CONCRETE FLATWORK

PER PAVEMENT CROSS

SECTIONS

ASPHALT PAVEMENT PER

ROADWAY CROSS

SECTIONS

6" 6"

6" 6"12

12" 12"

#3 REBAR MAT ON 12" CENTERS.

SLOPE PER GRADING

PLAN

SLOPE PER GRADING

PLAN

MONOLITHIC CONCRETE CURB WALL AND FLATWORK DETAIL

NOT TO SCALE

CONCRETE CURB STOP DETAIL

NOT TO SCALE

CATCH CURB AND GUTTER DETAIL

NOT TO SCALE

UNPAVED TRAIL

PER TYPICAL

SECTIONS

1' TYP.

4' MIN.

18"

6" 6" 15

3" 1"

18" MIN. 18"

4000 PSI REINFORCED

CONCRETE OR EQUAL

DEPTH HOT MAX

ASPHALT IF EDGE IS

ASPHALT ON PLANS

#3 REINFORCING MAT. 1'

CENTERS TYP. FOR CONCRETE

EDGESEXTEND REINFORCING A

MINIMUM OF 4' TO THE FIRST

CONTROL JOINT.

4' VALLEY GUTTER DETAIL

NOT TO SCALE

ROLL OFF TRANSITION DETAIL (CONCRETE)

NOT TO SCALE

CONTROL JOINT

EXPANSION JOINT

SHED CURB AND GUTTER DETAIL

NOT TO SCALE

SLOPE PER PLANS

ADJACENT PAVEMENT PER

PLANS AND TYPICAL

SECTIONS

MIN. 6" DEPTH OF 1.5" UTBC

COMPACTED TO 95% OF

MODIFIED PROCTOR DENSITY

PER ASTM D1557 AND

AASHTO T180-D

ADJACENT PAVEMENT PER

PLANS AND TYPICAL

SECTIONS

MIN. 6" DEPTH OF 1.5" UTBC

COMPACTED TO 95% OF

MODIFIED PROCTOR DENSITY

PER ASTM D1557 AND

AASHTO T180-D

4000 PSI PORTLAND CEMENT

CONCRETE

4000 PSI PORTLAND CEMENT

CONCRETE30"

6" M

30"

PROPERLY COMPACTED SUBGRADE OR

NON-FROST SUSCEPTIBLE FILL, A-1-a

GRANULAR BORROW, PER TYPICAL SECTIONS

PROPERLY COMPACTED SUBGRADE OR

NON-FROST SUSCEPTIBLE FILL A-1-a

GRANULAR BORROW, PER TYPICAL SECTIONS

PROPERLY COMPACTED SUBGRADE OR

NON-FROST SUSCEPTIBLE FILL, A-1-a

GRANULAR BORROW, PER TYPICAL SECTIONS

MIN. 6" DEPTH OF 1.5" UTBC

COMPACTED TO 95% OF

MODIFIED PROCTOR DENSITY

PER ASTM D1557 AND

AASHTO T180-D

MIN. 6" DEPTH OF 1.5" UTBC

COMPACTED TO 95% OF

MODIFIED PROCTOR DENSITY

PER ASTM D1557 AND

AASHTO T180-D

TOOLED JOINT WITH

2" CHAMFER, TYP.

SLAB OR WALL

JOINT SEALANT.

SIKAFLEX OR

APPROVED EQUAL.

BACKER ROD

PREFORMED FIBER

JOINT FILLER

TOOLED EDGE WITH

2" CHAMFER, TYP.

18" 18" MIN. 18"

4" 6"

CONCRETE PER SECTION 321313

UTBC PER SECTION 321121

NON FROST SUSCEPTIBLE FILL PER SECTION 310513

ASPHALT PER SECTION 321216.13

UTBC PER SECTION 321121

NON FROST SUSCEPTIBLE FILL PER SECTION 310513

CONCRETE PER SECTION 321313

UTBC PER SECTION 321121

NON FROST SUSCEPTIBLE FILL PER SECTION 310513

CONCRETE PER SECTION 321313

UTBC PER SECTION 321121

NON FROST SUSCEPTIBLE FILL PER SECTION 310513

DIP TANK CURB TRANSITION DETAIL

NOT TO SCALE

CURB AND GUTTER PER

PLANS AND DETAILS

HMA PAVEMENT PER

PLANS AND DETAILS

TRANSITION AREA

EDGE OF WALKWAY/

END OF TRANSITION

FIELD FIT LENGTH TO ACCOMMODATE GRADES. APPROXIMATE LENGTH = 10'

PROPERLY COMPACTED SUBGRADE OR

NON-FROST SUSCEPTIBLE FILL, A-1-a

GRANULAR BORROW, PER TYPICAL SECTIONS

PLAN VIEW

END VIEWSECTION A-A

30"

74"

44"

9- 1/

3.75"

48"

WT = 5.25"

GROUT AROUND PIPE IN THE

BELL OF THE FE SECTION

RCP (SIZE PER PLANS)

24-INCH CLASS III RCP

A A

* REFER TO SPECIFICATIONS 330502 AND 334100 FOR ADDITIONAL INFORMATION.

HEAVY GALV (G-90 HOT DIPPED) STEEL

GRATE W/ BARS @ 3" OUTSIDE TO

OUTSIDE ATTACHED WITH BOLTS &

ANCHORS. BARS TO BE SMOOTH WITH NO

CROSS BARS, INCLUDING HINGE AND

LOCKING ASSEMBLY.

RCP FLARED END SECTION W/ TRASH RACK DETAIL

NOT TO SCALE

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 2 Z

T Q:

\!2

2\U T-

-2 2 P

\_P

\D 1 -

W G;

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

STORM DRAIN PIPE AND

END SECTION DETAILS

9/26/2023 ----

CC/ZS/CN

DS/ZH/MH

4AS

63 136

(R04)

INTERMOUNTAIN

CULVERT END SECTION LAYOUT DETAILS

NOT TO SCALE

SLOPE TO DAYLIGHT

FLARED END SECTION

NATURAL GROUND

2:1 DITCH EXCAVATION

AS REQ'D 2:

RCP

ROADWAY OR PAVED

TRAIL SECTION

NATURAL

GROUND

2:1

RCP 4:14:1

VARIES VARIES

FLARED

END

SECTION

DITCH EXCAVATION AS REQ'D

12" OF ROCK RIPRAP (D50 = 6") REQ'D

DOWN STREAM END

UP STREAM END

ROADWAY OR PAVED TRAIL SECTION

TYPICAL STORM DRAIN PIPE TRENCH DETAIL

NOT TO SCALE

TYPICAL CURB INLET DETAIL

NOT TO SCALE

APPLICABLE SPECIFICATION SECTIONS

1. RIP RAP PER SECTION 313700.

2. CONCRETE PIPE AND CULVERTS PER SECTION

330502 AND SECTION 332228.05

3. DRAINAGE SYSTEMS PER SECTION 334100.

NOTES:

1. REFERENCES IN THESE DETAILS TO OTHER

UDOT STANDARD DRAWINGS ON THESE SHEETS

MAY NOT BE APPLICABLE CONFIRM WITH COR

PRIOR TO IMPLEMENTATION.

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 2 Z

T Q:

\!2

2\U T-

-2 2 P

\_P

\D 1 -

W G;

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

STORM DRAIN

STRUCTURE…

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