Preliminary Plans 3 of 3__ID PFA CRMO 10(2) Loop Road Phase 2.pdf

H.7

STATE PROJECT

N

SHEET

NUMBER

ID

PRA-CRMO 10(2)

S

E P

I P

P

W P

:d m s

C h e c k e d b y

D e s ig n e d b y

Snowpole holder location

63318-1000

ITEM DESCRIPTION UNIT

24,240

2463401-0300

63401-0300

QUANTITY

Snowpole (type 1), holder

Pavement markings, type B, solid yellow, 4" wide

Pavement markings, type B, solid white, 24" wide each lnft lnft

Sign system

R1-1

(STOP)

N

N

N

300+00

Tree Molds

Road

Stop bar (12’ x 24") pavement markings, type B, solid white

Pavement markings, type B, solid yellow, 4" wide, (double line) from 300+00 to 360+60.44

360+60.44

Tree Molds Road =

100+00

Tree Molds Parking Area

Pavement markings, type B, solid yellow, 4" wide, (double line)

Pavement markings, type B, solid white, 4" wide

Pavement markings, type B, solid white, 4" wide

TREE MOLDS ROAD QUANTITIES

LEGEND:

NOTE:

1. Install Type 1 snow pole holders right side of road only, at all points of curvature and points of tangency for curves, as shown at turnouts, road junctions, and at a maximum spacing elsewhere of 100-feet.

TREE MOLDS ROAD

(PERMANENT TRAFFIC

CONTROL)

PMIS Pkg. No.: 4252 NPS Drwg. No. 138/41903

PRELIMINARY

H.9

Removing and resetting sign

Sawcutting pavement

Removal of curb and gutter, concrete

TREE MOLDS PARKING AREA

(DEMOLITION)

Removal of curb and gutter, concrete

Sawcutting pavement

Remove and reset trash receptacle

(See Section 646)

Removal of curband gutter, concrete

Removal of curb

& gutter, concrete

Removal of curb, asphalt

Remove and reset trash receptacle

(See Section 646)

Removing and resetting sign

Sawcutting pavement

Do not disturb existing paved waterway

Removal of paved waterway, asphalt

Removal of curb, asphalt

Do not disturb tree

Removal of curb, asphalt

Removal of sidewalk, asphalt removal of curb and gutter, concrete

Scale in feet

25 0 25 50 75

DEMOLITION AND REMOVAL

ITEM DESCRIPTION UNIT QUANTITY

20302-0300

20315-0000

63316-1000 lnft lnft each

N

SHEET

PRA CRMO 10(2)

S

E P

I P

P

W P

:d m e c k e d b y s ig n e d b y

Removal of sidewalk, asphalt

PMIS Pkg. No.: 4252 NPS Drwg. No. 138/41903

PRELIMINARY

T re e M old s A ccess R oad

H.10

PMIS Pkg. No.: 4252 NPS Drwg. No. 138/41903

Clearing limit

Clearing limit

1:2 -2%

1:2

7’ typ.

CP

92412

CP

92413

CP

92411

025 25 50 75

SECTION A-A

Embankment

A

A

QUANTITIES

QUANTITYDESCRIPTIONITEM

20102-0000

20401-0000

20430-1000

31001-0000

40101-1000

41101-1000

41201-0000

60901-2300

60902-0400

61501-0100

62405-0100

64620-0600

Sidewalk, concrete

Curb and gutter, concrete, 6-inch depth

Prime coat, grade CMS-2

Recycled aggregate base, 4-inch depth

Roadway excavation

Clearing and grubbing ALL

1.5

2each ton ton lnft

Remove and reset trash recepticle

NAME NORTHING EASTING ELEVATION

CONTROL POINTS

92411

92412

92413

642250.537

642369.504

642241.910

1761024.019

1760956.836

1760853.970

5850.17

5854.63

5863.55

FOOTNOTE:

Scale in feet

Construct curb and gutter, concrete

Do not disturb tree

Construct curb and gutter, concrete. See Sheet L.1

Construct curb

& gutter, concrete

Existing trail

Construct sidewalk, concrete, 5’ wide

NORTHING EASTING

COORDINATE TABLE

P#

P2

P1 P4

P3

P5

P6

P7

P8

P9

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21 P22

P23

P24

P25

P26 P27

P28

P29

P30

P31

P32

P33

P34

P35

P36

P37

P38

P39

P1

P2

P3

P4

P5

P6

P7

P8

P9

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

642526.165

642527.251

642524.464

642526.863

642520.070

642492.284

642496.147

642492.392

642486.484

642477.549

642473.737

642346.587

642345.136

642322.479

642321.113

642308.252

642279.385

642269.416

642270.551

642276.875

1760873.861

1760870.775

1760854.826

1760860.738

1760858.912

1760848.531

1760842.022

1760838.679

1760843.445

1760812.979

1760821.375

1760846.430

1760839.071

1760904.341

1760901.670

1760851.250

1760860.698

1760862.609

1760868.531

1760871.422

NORTHING EASTING

COORDINATE TABLE

P#

P21

P22

P23

P24

P25

P26

P27

P28

P29

P30

P31

P32

P33

P34

P35

P36

P37

P38

P39

642284.865

642291.854

642291.706

642289.682

642280.655

642284.954

642285.484

642288.201

642287.322

642299.180

642334.483

642329.162

642307.876

642318.271

642325.249

642380.699

642415.361

642427.391

642467.888

1760874.258

1760886.356

1760890.594

1760893.593

1760939.658

1760942.210

1760947.182

1760969.187

1760987.165

1761000.707

1761004.549

1760985.256

1760967.355

1760922.552

1760905.494

1761005.038

1761005.038

1761005.038

1761005.038

Superpave pavement, 3/4-inch nominal maximum size aggregate, 0.3 to <3 million ESAL

Tack coat, grade CSS-1

100+00 Tree Molds

Parking Area = 360+60.43

Tree Molds Road

UNIT

6" Bedding

38" expansion joint

Existing ground

4" Concrete

60901-1300 260Curb, concrete, 15-inch depth

For information only: 0.50 acre (expanded parking area only).

Place as directed by the CO.

ton

Match existing trail width

DETAIL A

Construct sidewalk, concrete. See Sheet

L.1 and L.2

Construct curb and gutter, concrete

See Sheet L.1 and L.2

Construct sidewalk, concrete, south side, See Sheet L.1 and L.2, and Detail A

See detail A, Sheet L.1 and L.2

Remove and reset trash receptacle and pad

Construct sidewalk, concrete

See Sheet L.1

Construct curb and gutter, concrete. See Sheet L.1

Placing conserved topsoil, 2-inch to 4-inch depth

Construct curb and gutter, concrete. See Sheet L.1

Placing conserved shoulder material 2-inch to 4-inch depth

Curb, asphalt, 6-inch depth

Shoulder, excavation and placement

Placing conserved topsoil, 2-inch to 4-inch depth cuyd lnft lnft sqyd sqyd sqyd

Inft

Remove and reset trash receptacle and pad

LPSM

N

TREE MOLDS PARKING AREA

(NEW CONSTRUCTION)

SHEET

S

E P

I P

P

W P

:d m e c k e d b y s ig n e d b y

Install catch basin and

18" pipe culvert with end section for 18-inch pipe culvert

Construct paved waterway, asphalt

Construct accessibility ramp. See Sheet L.1 full width of sidewalk

Info only cuydEmbankment 1200

PRELIMINARY

P T

.4

P O

T

.0

P C

.9

P T

.5

P C

.8

PT 104+81.54

PC 105+71.49

þÿ�S � �7

�°� �4 þÿ�N � �1

�3 �°� �1 þÿ �S

�6

�2 �2

T= 121.51’L= 195.99’þÿ�D�=� �4�3�°�R= 131.11’ T= 77.75’

L= 109.62’ þÿ�D�=� �9�5�°�

R= 60.00’ þÿ� � �c�=� �1�0�4�°� �

L= 163.67’

R= 53.76’ þÿ� � �c�=� �1�7�4�°� � þÿ�D�=� �1�0�6�°

T= 1,109.23’

D

D

D þÿ� � �c�=� �8�5�°� �3

Variable

T re e M old s R oad

6’

7’

7’ typ.

R 120

R

R

R

R

R

R .2

R .7

R .7

R

R

R 0 R

R

R 70

R

R

R

.2

.7

R 8

I.3

N

Work limit

(clearing limit)

Work limit

(clearing limit)

NORTHING EASTINGP#

654260.160

654273.565

654259.875

654277.135

654318.629

654349.504

654341.443

654267.461

1758721.153

1758714.279

1758687.585

1758663.047

1758709.152

1758704.297

1758753.643

1758735.390

P1

P2

P3

P4

P5

P6

P7

P8

BONE YARD ROAD

(INTERSECTION

REHABILITATION)

Sawcutting pavement follow edge of Loop Road

Roadway obliteration method 1

Roadway obliteration

Method 1

P7

Sawcutting pavement

Protect existing gate

P8

Match existing grade

P2

P1

P3

P4

P6

Match existing crown or superelevation rates, unless otherwise notedRoadway exavation

Existing pavement

1:2

Recycled aggregate base, 4" compacted depth

Prime coat, grade CMS-2, and blotter Existing aggregate base

Existing ground

Existing pavement

Surplus roadway excavation stockpiled in bone yard.

NOTE:

1.

2.

3.

4.

5.

FOOTNOTE:

Scale in feet

25 0 25 50 75

LCLC

P5

SHEET

S

E P

I P

P

W P

:d m e c k e d b y s ig n e d b y

EXCAVATION

SECTION A-A

NEW PAVEMENT STRUCTURE

Sawcutting pavement

Roadway obliteration, method 1

Recycled aggregate base 4-inch depth

20315-0000

21101-1000

31001-1000 lnft sqyd sqyd

40101-1000 Superpave asphalt 34-inch nominal maximum size aggregate 0.3 to < 3 million ESAL, type V ton 29.34

41101-1000

41105-0000

Info only

Prime coat, grade CMS-2

Blotter

Embankment construction ton ton cuyd

0.12

1.63

Super pave pavement, 3/4-inch nominal maximum size aggregate, 0.3 < 3 million ESAL, 3-inch compacted depth

Pulverizing 6-inch depth

Dimensions not labeled are in feet.

See Sheet C.2 for connection detail, Bone Yard Road to

Loop Road.

After pulverizing Bone Yard Road intersection, remove pulverized material to a depth that will facilitate the design. Place removed pulverized material as embankment material in Devil’s Orchard, Spatter Cone or Tree Molds

Parking Area construction. Compact remaining rotomilled material as per subsection 310.

Match existing road alignment grade and crown.

Prepare recycled aggregate base as per section 310.

PRELIMINARY

PMIS Pkg. No.: 4252 NPS Drwg. No. 138/41903

R

3’ 12’ 12’

(Match existing width)

(Various width)

(Road obliteration method 1)

3’

ITEM DESCRIPTION UNIT QUANTITY

QUANTITIES

COORDINATE TABLE

A

A

R 50’

I.4

PMIS/NPS Pkg.No.:CRMO 004252 Drwg.No.:131/41,903

LOOP ROAD

(PAVED WATERWAYS)

SHEET

S

E P

I P

P

W P

:d m e c k e d b y s ig n e d b y

N

Paved waterway, type 5

25+50 LEFT (Loop Road)

Paved waterway, type 5

242+00 LEFT (Loop Road)

Paved waterway, Type 5

42+50 LEFT (Caves Road)

Paved waterway, type 5

205+40 LEFT & RIGHT (Loop Road)

Paved waterway, type 5

180+15 RIGHT (Loop Road)

Scale in feet

25 0 25 50 75

NOTE:

1. Exact locations must be determined in the field.

PRELIMINARY