12034318!0017Drawings.pdf

PDF 8 MB Posted Jan 25, 2018

Attached to: HELENA-LEWIS & CLARK NATIONAL FOREST - Helena Ranger District Service Site Road and Fencing Project
Solicitation number: 12034318Q0017
Issued by: Department of Agriculture Forest Service R1-Northern Region

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File	Type	Posted
12034318Q0017Amend005.pdf	PDF	Feb 22, 2018
12034318Q0017Amend004.pdf	PDF	Feb 20, 2018
12034318Q0017Amend003.pdf	PDF	Feb 14, 2018
12034318Q0017Amend002.pdf	PDF	Feb 7, 2018
12034318Q0017Amend001.pdf	PDF	Jan 31, 2018
12034318Q0017WDs.pdf	PDF	Jan 25, 2018
12034318Q0017.pdf	PDF	Jan 25, 2018
12034318Q0017ExperienceQuestionaire.docx	DOCX document	Jan 25, 2018
12034318Q0017FSSS.pdf	PDF	Jan 25, 2018

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X X

B F

BF BF

B F

BFBFBF

B P

N G

NG NG

N G

OHF

O H

OHP

O H

W W

B T

B F

B T

T BT

X X

NG NG

BF BF

OHF OHF

OHP

BP BP

W W

BT BT

CONTROL POINT TABLE

POINT NUMBER

NORTHING

867792.25

867785.15

867951.84

867922.05

EASTING

1339417.54

1339464.37

1339595.44

1339769.74

ELEVATION

3916.19

3915.37

3910.74

3908.73

DESCRIPTION

NAIL

CONTROL POINT

TOPOGRAPHIC LEGEND

SCALE IN

30 30 6015

FEET

HORIZONTAL DATUM

BEARINGS, COORDINATES, AND DISTANCES ARE STATE PLANE

GRID, DERIVED FROM GPS OBSERVATIONS WITH

SURVEY-GRADE RECEIVERS AND REFERENCED TO THE

MONTANA COORDINATE SYSTEM, SINGLE ZONE, NAD 83 (2011)

AT CONTROL POINT NO. 2 DEPICTED HEREON. HORIZONTAL

UNITS ARE INTERNATIONAL FEET. COMBINED SCALE FACTOR

FOR THIS PROJECT IS 0.999233494

VERTICAL DATUM

ELEVATIONS ARE NAVD88, BASED ON AN OPUS PROJECTS

NETWORK ADJUSTMENT AND COMPUTED USING GEOID 12A.

VERTICAL UNITS ARE US SURVEY FEET.

NOTES:

1. PROJECT LOCATION LIES IN SECTION 20, TOWNSHIP 10 NORTH, RANGE 3 WEST,

PRINCIPAL MERIDIAN MONTANA.

2. BURIED UTILITIES ARE SHOWN AS INDICATED BY FIELD LOCATES AND RECORD

MAPS FURNISHED AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN

THE FIELD. MORRISON-MAIERLE ASSUMES NO LIABILITY FOR THE ACCURACY

OR COMPLETENESS OF THOSE RECORDS. FOR THE FINAL LOCATION OF

EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE UTILITY

OWNER/AGENCY.

STRIVING FOR EXCELLENCE

REGION ONE ENGINEERING

REVISION

SHEET TITLE

SHEET No.

D E

S I G

N E

D R

A W

C H

E C

K E

U S

E P

A R

T M

E N

G R

I C

U L

T U

R E

N O

R T

H E

R N

E G

I O

E A

D Q

U A

R T

E R

F I L

N o

F O

R E

S T

V I C

3011 Palmer Street

Missoula, MT 59808

406.542.8880 www.m-m.net engineers surveyors planners scientists

Morrison

Maierle

H E

L E

I S

T R

I C

F F

I C

R E

G I O

N E

H E

L E

N A

O N

T A

N A

D A

EXISTING SITE

CONDITIONS

S F

Y e a r

C o n t r a c t

C o n v e y a n c e

C A

D S h e e t s E

X I S

T I N

I T

O N

D I T

I O

N S d w g

BOLLARD

SEWER MANHOLE

JUNCTION BOX

ELECTRIC METER

TRANSFORMER

UTILITY POLE

LIGHT POLE

GUY

TELEPHONE PEDESTAL

GAS METER

WATER METER

WATER VALVE

HYDRANT

FROST FREE HYDRANT

CURB STOP

GATE POST

BURIED POWER

OVERHEAD POWER

OVERHEAD FIBER

BURIED FIBER

BURIED GAS LINE

CHAINLINK FENCE

WOOD FENCE

DITCH CENTERLINE

MAJOR CONTOUR

MINOR CONTOUR

BUILDING

CONCRETE

ASPHALT ROAD

DIRT ROAD

GRAVEL ROAD

PERIMETER OF STAND OF SPRUCE

WATER LINE

BURIED TELEPHONE

R O

C I N

E L

E N

E R

V I C

P C

PT: 6+66.4

B F

BF BF

B F

BFBFBF

B P

N G

NG NG

N G

OHF

OHP

O H

B T

B F

B T

R=60.00' L=94.25'

Δ=90°00'00"

7+00

7+46

CENTERLINE POINT TABLE

POINT NUMBER

DESCRIPTION

0+00

0+50

1+00

1+50

2+00

2+50

3+00

3+50

4+00

C/L

4+50

5+00

5+50

5+72.2 PC

6+00

6+50

6+66.4 PT

7+00

7+46

C/L

NORTHING

867544.28

867545.21

867546.15

867547.08

867548.02

867548.95

867549.89

867550.82

867551.76

867551.86

867552.69

867553.63

867554.56

867554.98

867561.82

867599.85

867616.09

867649.68

867696.15

867601.85

867622.58

867650.69

EASTING

1339991.80

1339941.81

1339891.82

1339841.83

1339791.83

1339741.84

1339691.85

1339641.86

1339591.87

1339586.59

1339541.88

1339491.89

1339441.90

1339419.75

1339393.01

1339362.80

1339360.88

1339361.51

1339362.37

1339587.53

1339587.92

1339588.44

ELEVATION

3915.05

3915.33

3915.71

3916.23

3916.61

3916.98

3917.35

3917.73

3918.10

3918.14

3918.48

3918.85

3919.20

3919.37

3919.55

3919.10

3918.76

3918.08

3917.70

3917.39

3917.08

3916.56

ROAD LAYOUT POINT TABLE

POINT NUMBER

DESCRIPTION

0+00 7'R

0+50 7'R

1+00 7'R

1+50 7'R

2+00 7'R

2+50 7'R

3+00 7'R

3+23.3 7'R

3+50 11.9'R

EDGE OF GRAVEL

4+50 16.9'R

4+87.3 7'R

5+00 7'R

5+02.2 7'R

5+50 13.2'R

NORTHING

867551.28

867552.21

867553.15

867554.08

867555.02

867555.95

867556.89

867557.32

867562.74

867580.28

867633.71

867650.55

867650.82

867633.97

867581.36

867569.61

867560.39

867560.63

867560.67

867567.71

EASTING

1339991.93

1339941.94

1339891.95

1339841.96

1339791.96

1339741.97

1339691.98

1339668.71

1339642.08

1339616.10

1339595.13

1339595.44

1339581.44

1339581.13

1339558.17

1339542.19

1339504.74

1339492.02

1339489.86

1339442.14

ELEVATION

3914.89

3915.09

3915.38

3916.13

3916.50

3916.88

3917.25

3917.42

3917.55

3917.49

3916.86

3916.53

3916.60

3916.94

3917.92

3918.22

3918.65

3918.75

3918.76

3918.98

ROAD LAYOUT POINT TABLE

POINT NUMBER

DESCRIPTION

5+72.2 16'R

6+00 16'R

6+50 16'R

6+66.4 16'R

7+00 12.2'R

7+46 7'R

0+00 7'L

0+50 7'L

1+00 7'L

1+50 7'L

2+00 7'L

2+50 7'L

3+00 7'L

3+50 7'L

4+00 7'L

4+50 7'L

5+00 7'L

5+50 7'L

5+72.2 7'L

6+00 7'L

NORTHING

867570.97

867575.99

867603.88

867615.79

867649.45

867696.02

867537.28

867538.22

867539.15

867540.08

867541.02

867541.95

867542.89

867543.82

867544.76

867545.69

867546.63

867547.56

867547.98

867555.62

EASTING

1339420.04

1339400.44

1339378.29

1339376.87

1339373.73

1339369.37

1339991.67

1339941.68

1339891.69

1339841.69

1339791.70

1339741.71

1339691.72

1339641.73

1339591.74

1339541.75

1339491.76

1339441.76

1339419.61

1339389.76

ELEVATION

3919.08

3919.15

3918.83

3918.63

3917.98

3916.76

3915.21

3915.58

3915.96

3916.33

3916.71

3917.08

3917.46

3917.83

3918.21

3918.58

3918.96

3919.33

3919.50

3919.75

ROAD LAYOUT POINT TABLE

POINT NUMBER

DESCRIPTION

6+50 7'L

6+66.4 7'L

7+00 7'L

7+46 7'L

MATCH EXISTING

NORTHING

867598.09

867616.22

867649.81

867696.28

867595.18

867594.57

867572.60

867518.11

867512.41

867516.89

867514.70

867519.13

867520.37

EASTING

1339356.03

1339353.88

1339354.51

1339355.38

1339916.20

1339949.15

1340014.83

1339974.36

1339955.57

1339861.85

1339829.61

1339491.66

1339467.33

ELEVATION

3919.29

3918.82

3918.13

3917.59

3913.79

3913.74

3914.46

3915.89

3915.85

3916.51

3917.42

3919.57

3919.85

SCALE IN

HORIZONTAL SCALE

30 30 6015

FEET

STRIVING FOR EXCELLENCE

REGION ONE ENGINEERING

REVISION

SHEET TITLE

SHEET No.

D E

S I G

N E

D R

A W

C H

E C

K E

U S

E P

A R

T M

E N

G R

I C

U L

T U

R E

N O

R T

H E

I O

E A

D Q

U A

R T

E R

F I L

N o

F O

R E

V I C

3011 Palmer Street

Missoula, MT 59808

406.542.8880 www.m-m.net engineers surveyors planners scientists

Morrison

Maierle

H E

L E

T R

I C

F F

I C

R E

G I O

N E

H E

L E

N A

O N

T A

N A

D A

ROAD LAYOUT

S F a r

C o n t r a c t

H n v e y a n c e

C A

D S h e e t s R

O A

A Y

O U

T d w g

TYPICAL ROAD SECTION OVER EXISTING GRAVEL ROAD

NOT TO SCALE

VARIES

EXISTING

SUBGRADE

PROPOSED EDGE OF GRAVEL

PROPOSED CENTERLINE

14'

7' 16'

14'

FILL SLOPE (TYP.)

CONTRACTOR TO VERIFY

MINIMUM OVERHEAD CLEARANCE

CONTRACTOR TO VERIFY

MINIMUM OVERHEAD CLEARANCE

TYPICAL ROAD SECTION WHERE NO ROAD GRAVEL EXISTS

NOT TO SCALE

C/L

PROPOSED LIMITS OF ROAD WORK

R O

C I N

E L

E N

E R

V I C

I T

CENTERLINE

LAYOUT POINT

ROAD LAYOUT POINT

FILL SLOPE (TYP.)

ROADWAY AGGREGATE

6" COMPACTED DEPTH

6" SCARIFIED & COMPACTED

EXISTING GRAVEL; COMPACTED

TO 95% STANDARD PROCTOR

VARIES

EXISTING

SUBGRADE

FILL SLOPE (TYP.)

C/L

CENTERLINE

LAYOUT POINT

ROAD LAYOUT POINT

FILL SLOPE (TYP.)

ROADWAY AGGREGATE

6" COMPACTED DEPTH

18" SELECT BORROW

(FP-03 704.01)

SEPARATION FABRIC

X X

N: 867951.58

E: 1339220.70

N: 867945.41

E: 1339744.20

N: 867622.02

E: 1339617.85

N: 867623.14

E: 1339557.86

N: 867584.43

E: 1339557.13

N: 867583.05

E: 1339617.12

N: 867768.80

E: 1339287.63

N: 867768.35

E: 1339400.17

B F

BF BF

BFBFBF

B P

N G

NG NG

N G

OHF

O H

OHP

O H

W W

B T

T BT

B F

BFBF

NG NG

OHF

OHP

SCALE IN

30 30 6015

FEET

STRIVING FOR EXCELLENCE

REGION ONE ENGINEERING

REVISION

SHEET TITLE

SHEET No.

D E

S I G

N E

D R

A W

C H

E C

K E

U S

E P

A R

T M

E N

G R

I C

U L

T U

R E

N O

R T

H E

I O

E A

D Q

U A

R T

E R

F I L

N o

F O

R E

V I C

3011 Palmer Street

Missoula, MT 59808

406.542.8880 www.m-m.net engineers surveyors planners scientists

Morrison

Maierle

H E

L E

T R

I C

F F

I C

R E

G I O

N E

H E

L E

N A

O N

T A

N A

D A

FENCE LAYOUT

PLAN

S F a r

C o n t r a c t

H n v e y a n c e

C A

D S h e e t s F

E N

L A

N d w g

20'

524'±

CONNECT TO EXISTING FENCE

CONNECT TO EXISTING FENCE.

INSTALL CORNER.

CONNECT TO EXISTING FENCE.

INSTALL CORNER.

CONNECT TO

EXISTING FENCE

REMOVE 60' OF

EXISTING FENCE

113'±

CONNECT TO

EXISTING FENCE

CONNECT TO

EXISTING FENCE

PROPOSED FENCE

(TYP.)

KEY NOTES

INSTALL 20' VERTICAL LIFT GATE (SEE SHEET 5 FOR DETAILS).

CONTRACTOR TO VERIFY LOCATION OF (4) BOLLARDS ADJACENT

TO GATE MOTOR WITH CO.

INSTALL CARD READER (SEE SHEET 5 FOR SPECIFICATIONS).

CONTRACTOR TO VERIFY LOCATION & HEIGHT WITH CO.

CONTRACTOR TO VERIFY LOCATION OF (2) BOLLARDS ADJACENT

TO CARD READER WITH CO.

MOUNT CARD READER ON PEDESTAL PROVIDED WITH GATE.

PROVIDE WEATHER PROOF JUNCTION BOX MAINTENANCE

ACCESS.

A A

SECTION A-A

NOT TO SCALE

EXISTING DITCH

PROPOSED FENCE

GATE ELECTRICAL DETAIL

NOT TO SCALE

GATE LOOP. PROVIDE 1" CONDUIT

ONLY TO GATE LOOP.

PROVIDE #10 CU IN 1-1/2" CONDUIT

TO GATE CONTROLLER. VERIFY

GATE CONTROLLER LOCATION

PRIOR TO ROUGH IN.

PROVIDE 1" CONDUIT TO GATE

CONTROLLER.

R O

C I N

E L

E N

E R

V I C

I T

HANG ADDITIONAL

FENCE FABRIC FROM

BOTTOM RAIL TO

PROVIDE STOCK

CONTAINMENT

(TYP.)

12" DIA.

10' (TYP)

GATE POST

STANDARD HINGES

DIAGONAL TRUSS RAIL

HORIZONTAL

RAIL BAR

TERMINAL POST

NOTES:

1. UTILIZE 2-3/8" WOVEN WIRE MESH

(GALVANIZED DIAGONAL CHAIN LINK).

2. UTILIZE GALVANIZED FENCE POSTS.

SEE NOTE 1

Y P

2" MAXIMUM CLEARANCE BETWEEN

GROUND AND BOTTOM OF FENCE

NPS 3-1/2" DIA.

PANEL POSTNPS 1-1/2" DIA. TOP,

DIAG. & MIDDLE RAILS

NPS 3-1/2" DIA. CORNER

DOUBLE PANEL POSTS

HI TENSION

WIRE AS

SPECIFIED

12" DIA. CONCRETE FOOTING ON

ALL CORNERS & DOUBLE PANELS

NOTES:

1. UTILIZE 2-3/8" WOVEN WIRE

MESH (GALVANIZED

DIAGONAL CHAIN LINK).

2. UTILIZE GALVANIZED FENCE

POSTS.

SEE NOTE 1

TOP VIEW

FOUNDATION ONLY

1'-1

7"7"

11'

Add Fence Post to Stanchion

Foundation to

Attach Fence to

Stanchion Foundation Operator Foundation

Reinforced

#4 Rebar at 6" each way

Stub in Power &

Control Conduit

Drill Four Holes After Placing

Operator and Epoxy Four

4 X 12" Studs or Equivalent

TOP VIEW

FOUNDATION, OPERATOR, AND BARRIER

SECURED SIDE

ROADWAY

1'-6"

10'

Fence to Suit

This Side

Fence to Suit

This Side

Provide 27" Minimum

Clearance For

Door Swing

Provide 50" Minimum

Clearance For Maintenance

Access Door Swing

20'

VIEW A-A

Pilings Dug To Frost Line or Entire

Concrete Pad Dug to Frost Line.

20' 10'

R E B A R n1' TYP

18'-8"

19'-6"

1'-6"

ROADWAY

Frost Line

Brass Grounding

Connection on Pedestal

OPTIONAL

REVERSING EDGE

VIEW FROM SECURED SIDE

LOOKING OUT

STRIVING FOR EXCELLENCE

REGION ONE ENGINEERING

REVISION

SHEET TITLE

SHEET No.

D E

S I G

N E

D R

A W

C H

E C

K E

U S

E P

A R

T M

E N

G R

I C

U L

T U

R E

N O

R T

H E

I O

E A

D Q

U A

R T

E R

F I L

N o

F O

R E

V I C

3011 Palmer Street

Missoula, MT 59808

406.542.8880 www.m-m.net engineers surveyors planners scientists

Morrison

Maierle

H E

L E

T R

I C

F F

I C

R E

G I O

N E

H E

L E

N A

O N

T A

N A

D A

GATE & FENCE

DETAILS

S F a r

C o n t r a c t

H n v e y a n c e

C A

D S h e e t s C

I V

A I L

S d w g

FENCE DETAIL

NOT TO SCALE

FENCE CORNER DETAIL

NOT TO SCALE

VERTICAL PIVOT GATE DETAILS

NOT TO SCALE

CARD READER SPECIFICATIONS

NAME: SECURA KEY

MODEL: RK-65KS

GATE SPECIFICATIONS

NAME: TILT-A-WAY

MODEL: HYJD-25U

VOLTAGE: 220

PHASE: 1

AMPS: 20

VEHICLE USAGE CLASS: IV

GATE TIMER SPECIFICATIONS

NAME: INTERMATIC

MODEL: ET70115CR

R O

C I N

E L

E N

E R

V I C

1 COVER SHEET

2 EXISTING SITE CONDITIONS

3 ROAD LAYOUT

4 FENCE LAYOUT PLAN

5 GATE & FENCE DETAILS

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