AG-9702-S-10-0505 Attachment 2 - Plans and Drawings.pdf

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WENTWORTH SP R INGS R

D

FOREBAY RD

POLLOCK PINES

SLY PARK

PLACERVILLEG

QUINTETTE

GEORGETOWN

05 04

28 25

36 33

28 25

05 0401

06 02

01 05

10090807

Sla b Creek

Iowa Canyon

Brushy Canyon

Mi ll C ree k

Tunnel Creek

ELD-63

12N70

12N53

12N56

12N34

12N64

12N59

N8

12N72

ELD-60

N8

11N63

11N

12N

11N82

12N76

11N Y0

N8

11N64

ELD-88

12N83 12N58

11N

11NY25

11N88

12N67

11NY20

11N

12N51

12N38

12N

12N54

12N51A

11N96

N7

2A

12N34G

12N61

11N12

11N91

12N

12N43

11N 63A

N5

N3

4L

12N70D

12N59B

ELD-60

11N80

09 10

T.

N.

T.

N.

R. 11 E. R.12.E

VICINITY MAP

PROJECT SHEET NUMBER

HEY JOE

Legend

HEY JOE RDS

CONST_TYPE

RECONST

OPTIONAL WORK

SYSTEM RDS

OPER_MAINT

MAINT LVL 2

MAINT LVL 3

MAINT LVL 4

MAINT LVL 5

HIGHWAY

STREAM / RIVER

LAKES

LAND STATUS

OWNNERSHIP

Eldorado National Forest

PRIVATE

NF OUTSIDE BOUNDARY

STATE

0 1

Miles

Slab Creek12N59

N5

0203 Br ush

Creek

Incline Creek

11N

N5

N5

12N

Y2

N8

SLAB CREEK

BRIDGE REPAIRS

REQUIRED

BRUSH CREEK

BRIDGE REPAIRS

REQUIRED

R. 12 E. R.13.E

GENERAL NOTES:

ARRA Funding Sign shall be installed prior to start of work at the beginning of road 12N34 and intersection of County Road ELD-60 and 12N59. Sign shall be maintained and in place until all work has been completed and accepted by the Contracting Officer.

Contractor shall remove sign at the completion of the project and stored at ther Carson Road Work Center. Sign becomes the property of the Government.

Rolling dips do not intercept ditches unless otherwise noted. All dips are Type I unless specified otherwise.

Locations of work to be done will be staked on the ground by the Forest Service.

All roads used by Contractor during road construction shall be maintained by Contractor.

Landings are designated as disposal sites when piling of construction slash is required in specifications.

Forest Service will designate borrow sites as needed.

ALL ROADS MAY HAVE MOTORCYCLE OR OHV TRAFFIC.

CONTRACTOR IS RESPONSIBLE FOR PLACING

CONSTRUCTION SIGNS ON ROADS WHEN OPERATING

EQUIPMENT ON THIS PROJECT.

ARRA

SIGN

ARRA

SIGN

BRUSH CRK BRIDGE REPAIRS

WATERS SOURCE

END AB PLACEMENT

BEGIN 11N80 SEG B

MAINT

DIP 385

MAINT

DIP

MAINT

DIP

MAINT

DIP

MAINT

DIP

LANDING 4486

MAINT

DIP8657

MAINT

DIP

MAINT

DIP

MAINT

DIP

MAINT

DIP

MAINT

DIP 3570

MAINT

DIP

MAINT

DIP

MAINT

DIP

MAINT

DIP

MAINT

DIP

MAINT

DIP

MAINT

DIP6977

MAINT

DIP

LANDING

MAINT

DIP

MAINT

DIP

MAINT

DIP

MAINT

DIP

MAINT

SWALE

MAINT

DIP

MAINT

DIP

MAINT

SWALE

EXIST

BRIDGE

MAINT

24 CMP

MAINT

18 CMP

MAINT

TURNOUT

MAINT

DIP

MAINT

60 CMP

LANDING

BEGIN 11N80 SEG A

CONTINUE AB

PLACEMENT

ROAD 11N80 - SEG A

PLACE 3140 TONS

3/4" ROAD BASE

11 12

Inclin e Creek

Bru sh

Cree k

11N80

N5

12N57D

11N Y22

11N Y23

NY

11N

N5

0 0.1 0.2 Miles

PROJECT ROAD NUMBER SHEET NUMBER

HEY JOE 11N80 SEG A

NOTE:

ROAD 11N80 SEG A - GRADE AND SHAPE EXISTING ROAD. WIDTH VARIES.

MAINTAIN EXISTING SURFACE DRAINAGE FEATURES.

PLACE 3/4" AGG BASE @ 4"DEPTH AND 14' WIDTH

Legend

RECONST

MAINT

Billy Ellis Text Box

REQUIRED WORK

11N80 SEG B

END 11N80 SEG A

BEGIN 11N80 SEG B

END 12N59

BEGIN 11N80 SEG B

MAINTAIN

EXISTING CHIP

SEAL SURFACE

MAINTAIN NATIVE SURFACE

BEFORE, DURING AND AFTER HAUL.

09 10

Br ush Creek

Wa ter

Ca nyo n

Sla b Creek

Incline Creek

Gasparni Creek

Texas Creek

Br ush

Cr eek

11N80

12N56

12N59

12N58

12N19

11N93

N5 9D

12N43

11N80A

12N57

12N56D

NY

11N 80B

12N43B

12N

A

11N

B

12N56B

N6

0B 12N57

11N

12N59

0 0.1 0.2 Miles

PROJECT ROAD NUMBER SHEET NUMBER

HEY JOE 11N80 SEG B

NOTE:

ROAD 11N80 SEG B - GRADE AND SHAPE EXISTING ROAD AS NEEDED FOR HAUL. WIDTH VARIES.

MAINTAIN EXISTING SURFACE DRAINAGE FEATURES. BRUSH AS NEEDED FOR HAUL. SPOT PATCH

EXISTING CHIP SEAL SURFACE.

Text

Legend

RECONST

MAINT

BRUSH CRK

BRIDGE REPAIR

Billy Ellis Text Box

OPTIONAL WORK

Billy Ellis

MAINTAIN

DIP

MAINTAIN

DIP

MAINTAIN

DIP

MAINTAIN

DIP

MAINTAIN

DIP

MAINTAIN

DIP

MAINTAIN

DIP

MAINTAIN

DIP

MAINTAIN

DIP

MAINTAIN

DIP

MAINTAIN

DIP

MAINTAIN

DIP

MAINTAIN

DIP

MAINTAIN

DIP5098

MAINTAIN

DIP

MAINTAIN

DIP4725

MAINTAIN

DIP

MAINTAIN

DIP

MAINTAIN

DIP

MAINTAIN

DIP

MAINTAIN

DIP

MAINTAIN

DIP

16730

MAINTAIN

DIP

14652

MAINTAIN

DIP

13864

MAINTAIN

DIP

12370

MAINTAIN

DIP

18400

MAINTAIN

SWALE

14000

MAINTAIN

SWALE

12467

MAINTAIN

SWALE

10471

MAINTAIN

18 CMP

16238

MAINTAIN

18 CMP

15339

MAINTAIN

18 CMP

11789

MAINTAIN

18 CMP

MAINTAIN

DIP

MAINTAIN

DIP

MAINTAIN

DIP

MAINTAIN

DIP

MAINTAIN

DIP

MAINTAIN

DIP

MAINTAIN

DIP

EXIST

METAL GATE

14188

MAINTAIN

SWALE

MAINTAIN

18 CMP

MAINTAIN

18 CMP

17129

MAINTAIN

18 CMP

15019

MAINTAIN

18 CMP

14388

MAINTAIN

18 CMP

BEGIN

MAINTENANCE

18840

END MAINTENANCE

BEGIN RECONSTRUCTION

BRUSHY RES

11 12

02 0103

Gasparni Creek

Brush Cree k

12N34

11NY20

12N34G

11N Y05

11N Y23

11N12

12N 34L

NY

11N Y20A

12N56B

12N57F

11NY23A

12N57

11NY20B

11N12A

12N34

12N57

0 0.1 0.2 Miles

PROJECT ROAD NUMBER SHEET NUMBER

HEY JOE 12N34

NOTE:

ROAD 12N34 - GRADE AND SHAPE EXISTING ROAD. WIDTH VARIES. MAINTAIN

EXISTING SURFACE DRAINAGE FEATURES.

MAINTAIN SURFACE DURING HAUL OPERATIONS.

Legend

RECONST

MAINT

Billy Ellis

MAINT

DIP7338

MAINT

DIP

MAINT

DIP

MAINT

DIP

MAINT

DIP

MAINT

DIP116

MAINT

SWALE

MAINT

SWALE

MAINT

SWALE

MAINT

SWALE

MAINT

SWALE

MAINT

SWALE3138

MAINT

SWALE

MAINT

SWALE

MAINT

SWALE

MAINT

SWALE

UNPLUG

24 CMP

MAINTAIN

TURNOUT

MAINTAIN

18 CMP

MAINTAIN

12 CMP

MAINTAIN

18 CMP

MAINTAIN

30 CMP

STA 0+00

BEGIN GRADING AND SHAPING

AB PLACEMENT

STA 7520

END 12N57

BEGIN 11N08

ROAD 12N57

PLACE 2600 TONS

3/4" ROAD BASE

Gasparni Creek

N5

11N Y23

12N34

12N57D

11N80

12N57F

NY

A

N5

11N80

12N340 100 200 300 400 500 Feet

PROJECT ROAD NUMBER SHEET NUMBER

HEY JOE 12N57

NOTE:

ROAD 12N57 - GRADE AND SHAPE EXISTING ROAD. WIDTH VARIES. MAINTAIN EXISTING SURFACE

DRAINAGE FEATURES. PLACE 3/4" AGG BASE @ 4"DEPTH AND 14' WIDTH.

Billy Ellis

11N80 SEG B

END 12N59

BEGIN 11N80 SEG B

MAINTAIN

EXISTING CHIP

SEAL SURFACE

MAINTAIN

EXISTING CHIP

SEAL SURFACE

Sla b C ree k

Soa pweed Creek

Texas Creek

Sai lor

Ra vin e

S late Canyon

Lost Canyon Creek

Wa ter

C an yo n

12N59

ELD-60

12N60B

11N80

12N

N1

12N 60H

12N60D

N8

0A

12N59A

12N59E

12N

12N74A

12N60J

N5 9B

12N 60G12N64

12N 60G

N12N61

12N59EL

D-

12N59

11N800 0.1 0.2 Miles

PROJECT ROAD NUMBER SHEET NUMBER

HEY JOE 12N59

NOTE:

ROAD 12N59- MAINTAIN EXISTING ROAD AS NEEDED FOR HAUL. WIDTH VARIES. SPOT PATCH EXISTING

CHIP SEAL SURFACE. BRUSH AS NEEDED FOR HAUL.

Legend

RECONST

MAINT

SLAB CRK

BRIDGE REPAIR

Billy Ellis Text Box

OPTIONAL WORK

Billy Ellis

Billy Ellis Text Box

APPROACH WORK:

PLACE 24 TON 3/4" AGG BASE 4"DEPTH, 16' WIDTH ON EACH APPROACH - INCLUDED IN WORK ON ROAD 11N80 SEG A.

PLACE 24 TON 1/2" HOT BITUMINOUS ASPHALT 3" DEPTH, 15'WIDTH ON EACH APPROACH. WORK INCLUDED IN BRUSH CR BRIDGE REPAIR.