Attachment 4 Reconst 100 Giants Boardwalk Freeman Creek Trail Bridge DWGS.pdf

BAKERSFIELD

PINEHURST

WC

SPRINGVILLE

W.C.

PORTERVILLE

W.C.

FULTON

W.C.

HAVILAH

W.C.

PINE FLAT

RESERVOIR

M56

M99

SHERMAN

PASS ROAD

GENERALS

HIGHWAY

KERN

RIVER

LAKE

ISABELLA

22S82

13S09

TEN MILE

ROAD

KERN

RIVER

KERN

RIVER

DEMOCRAT

W.C.

21S50

22S05

SACRAMENTO

SAN

FRANCISCO

PORTERVILLE

FRESNO

BAKERSFIELD

ANGELES

STATE OF CALIFORNIA

SEQUOIA NATIONAL FOREST

OREGON

NEVADA

A R

IZ

O

N A

MEXICO

PACIFIC OCEAN

APPROVAL

CONTRACTING OFFICER

FOREST SUPERVISOR DATE

DATE

REVIEWED

DESIGNER

E.R / C.O.R.

DATE

DATE

SEQUOIA NATIONAL FOREST

PRIVATE LAND WITHIN N.F.

U.S. HIGHWAY

STATE HIGHWAY

COUNTY ROAD

FOREST ROAD

PRIMARY PAVED ROAD

FOREST PAVED ROAD

NATIONAL FOREST BOUNDARY

FOREST ENGINEER

DATE

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE - REGION FIVE

SEQUOIA NATIONAL FOREST - WESTERN DIVIDE RANGER DISTRICT

RECONSTRUCTION OF TRAIL OF 100 GIANTS BOARDWALK AND

FREEMAN CREEK TRAIL BRIDGE

LIMITED FOREST MAP

INDEX TO SHEETS

SHEET NO. DESCRIPTION

14S35

NOT TO SCALE

LOS

LEGEND

COUNTY LINE

DISTRICT RANGER DATE

G

IA

N T

S B

O A

R D

W A

L K

F

R E

E M

A N

C R

E E

K T

R A

IL

B

R

ID

G E

W E

S T

E R

N D

IV

ID

E R

A N

G E

R D

IS

T

R

IC

T

100 GIANTS BOARDWALK AND

FREEMAN CREEK TRAIL

BRIDGE

TITLE SHEET

J. HOLLAND

5/18/2023

NONE

PROJECT SITE

TRAIL OF 100 GIANTS

BOARDWALK

TITLE SHEET

QUANTITIES AND GENERAL NOTES

100 GIANTS TRAIL SITE PLAN

100 GIANTS BOARDWALK ELEVATIONS

100 GIANTS BOARDWALK 1 OF 4

100 GIANTS BOARDWALK 2 OF 4

NN

NN

7 100 GIANTS BOARDWALK 3 OF 4

8 100 GIANTS BOARDWALK 4 OF 4

PROJECT SITE

FREEMAN CREEK TRAIL BRIDGE

FREEMAN TRAIL VICINITY MAP AND SITE PHOTO

FREEMAN CREEK BRIDGE 1 OF 2

FREEMAN CREEK BRIDGE 2 OF 2

100 GIANTS BOARDWALK

AND FREEMAN CREEK TRAIL

BRIDGE

QUANTITIES SHEET AND

GENERAL NOTES

J. HOLLAND

5/18/2023

NONE

NOTES:

HAUL ROUTES FOR MATERIALS, WORK ZONES, AND ROAD IMPROVEMENT OPERATIONS SHALL BE SIGNED IN

ACCORDANCE WITH CURRENT MUTCD STANDARDS.

A CONSTRUCTION SCHEDULE AND TEMPORARY TRAFFIC CONTROL PLAN SHALL BE SUBMITTED

AND APPROVED BY C.O.R. PRIOR TO CONSTRUCTION.

ALL TRAFFIC CONTROL DEVICES ARE INCIDENTAL TO THIS CONTRACT.

SAMPLING AND TESTING OF STRUCTURAL CONCRETE IS INCIDENTAL TO PAY ITEM 552(07).

CONCRETE SHALL BE TESTED FOR SLUMP, TEMPERATURE, AIR CONTENT, AND COMPRESSIVE

STRENGTH IN ACCORDANCE WITH SECTION 552.09b.

WATER FOR CONSTRUCTION IS INCIDENTAL TO THIS CONTRACT.

DEBRIS AND TRASH GENERATED DUE TO CONSTRUCTION SHALL BE DISPOSED OFF FOREST

SERVICE LAND.

CLEANING OF EQUIPMENT FOR NOXIOUS WEEDS AND SANITATION FACILITIES ARE INCIDENTAL

TO PAY ITEM 151(01).

UNSUITABLE MATERIAL SHALL BE DISPOSED OF AND SPREAD OUT ON DESIGNATED AREA AND

APPROVED BY THE C.O.R.

THE EXISTING ABUTMENTS AND PIERS FOR THE STRUCTURES CONSTITUTE THE GOVERNMENT

FURNISHED CONTROL FOR THIS PROJECT. CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND

CONTROL AS SHOWN ON THE DRAWINGS IN ACCORDANCE WITH SECTIONS 104 AND 152.

QUANTITIES & GENERAL NOTESVICINITY MAP

EXISTING

BRIDGE #4

APPROXIMATE LOCATION OF ROUTE FOR

TRANSPORTING CONSTRUCTION MATERIALS

AND RELATED ITEMS, ROUTE WILL BE

FLAGGED BY THE PROJECT ENGINEER.

PARKING LOT,

DAY USE AREA

REDWOOD MEADOW

CAMPGROUND

TO JOHNSONDALE

COUNTY ROUTE 107, WESTERN DIVIDE HIGHWAY

NOTES:

PROJECT EQUIPMENT WILL BE LIMITED TO A BOBCAT OR SKIDSTEER RUBBER TIRE, WITH

WIDTH OF 46" AND WEIGHT OF 4,000 LBS OR EQUIVALENT WITH C.O.R. APPROVAL.

THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT TRACKS AND TRACES UPON COMPLETING

THE PROJECT INCLUDING ACCESS ROUTE.

CLEANUP SHALL BE TO THE SATISFACTION OF THE CONTRACTING OFFICER OR PROJECT

ENGINEER.

ALL OTHER EXCESS MATERIAL GENERATED SHALL BE HAULED OFF OF NATIONAL FOREST

LAND.

ALONGSIDE AND ADJACENT TO EXISTING TRAIL AND SIDE SLOPES, CONTRACTOR IS

RESPONSIBLE FOR ALL DAMAGE.

REMOVE ALL DOWNED LOGS AND LIMBS OUT OF THE ACCESS ROUTE.

CONTRACTOR SHALL PROVIDE SIGNS, BARRICADES, ETC. TO CLOSE OFF SECTIONS OF TRAIL

UNDER CONSTRUCTION, AND SHALL BE APPROVED BY C.O.R. PRIOR TO STARTING WORK IN

THE AREA.

CONNECTING TRAIL

EXISTING

BRIDGE #1

EXISTING

BRIDGE #2

EXISTING BRIDGE #3

UNDER THE TREE

= BENCH LOCATION

FALLEN GIANT

SEQUOIA TREE

FALLEN GIANT

SEQUOIA TREES

DRAINAGE

DRAINAGE

D R

A

IN

A G

E

DRAINAGE

EXISTING ASPHALT

TRAIL OF 100 GIANTS

T O

H

IG

H W

A Y

TO PONDEROSA

TRAIL PATH TO

FALLEN GIANT LOOP

PROVIDE INFORMATION

SIGN FOR TRAIL

CLOSURE AHEAD

PROVIDE BARRICADE

TO CLOSE TRAIL

PROVIDE BARRICADE

TO CLOSE TRAIL

PROVIDE INFORMATION

SIGN FOR TRAIL

CLOSURE AHEAD

G

IA

N T

S B

O A

R D

W A

L K

F

R E

E M

A N

C R

E E

K T

R A

IL

B

R

ID

G E

W E

S T

E R

N D

IV

ID

E R

A N

G E

R D

IS

T

R

IC

T

100 GIANTS BOARDWALK

AND FREEMAN CREEK TRAIL

BRIDGE

100 GIANTS BOARDWALK

TRAIL SITE PLAN

J. HOLLAND

5/18/2023

NONE

NN

TRAIL SITE PLAN

N.T.S.

0' 20' 40' 60' 80' 100' 120' 140' 160'

20' BRIDGE

@ -1.5%

20' BOARDWALK

@ -1.5%TRAIL @ -5% TRAIL @ -5%

CREEK

CREEK

EXISTING

GROUND PROFILE

NEW TRAIL

PROFILE

20' BOARDWALK

@ 0%

20' BOARDWALK

@ 0%

REFERENCE

GRADE @ 0"

SWITCH

BACK

-4'-1 1/2" -13.8"

-17.5" -21.25" -25.0" -25.0"

-25.0"

REFERENCE

GRADE LINE @ 0"

TRAIL ELEVATION

1/16" = 1'-0"

@ -5% MAX @ -1.5% @ -5% MAX@ -1.5% @ 0%

20' BRIDGE

@ -1.5%

@ -1.5%

-28.5" -42.6"

-57.5" -57.5" -55.0" -31.2"

0' 20' 40' 60' 80' 100' 120' 140' 160'

TRAIL TRAIL

CREEK CREEK

FALLEN GIANT

SEQUOIA TREE

EXISTING

PAVED TRAIL

EXISTING PAVED

TRAIL

TRAIL PLAN

1/16" = 1'-0"

CONSTRUCT

20'

BOARDWALK

CONSTRUCT

20'

BOARDWALK

CONSTRUCT

20'

BOARDWALK

CONSTRUCT

20'

BOARDWALK

CONSTRUCT

20'

BOARDWALK

EXISTING

PAVED TRAIL

EXISTING

PAVED TRAIL

G

IA

N T

S B

O A

R D

W A

L K

F

R E

E M

A N

C R

E E

K T

R A

IL

B

R

ID

G E

W E

S T

E R

N D

IV

ID

E R

A N

G E

R D

IS

T

R

IC

T

100 GIANTS BOARDWALK

AND FREEMAN CREEK TRAIL

BRIDGE

100 GIANTS BOARDWALK

ELEVATIONS

J. HOLLAND

5/18/2023

AS NOTED

NN

SIDESLOPE

RANGE 0% TO 1%

SIDESLOPE

RANGE 10% TO 20%

SIDESLOPE

RANGE 30% TO 40%

SIDESLOPE

RANGE 50% TO 60%

SIDESLOPE

RANGE 40% TO 50%

SIDESLOPE

RANGE 30% TO 40%

SIDESLOPE

RANGE 50% TO 60%

SIDESLOPE

RANGE 0% TO 1%

EXISTING

ABUTMENT

A

EXISTING

ABUTMENT

B

EXISTING

PIER

#1

EXISTING

PIER

#2

EXISTING

PIER

#3

EXISTING

PIER

#4

SIDESLOPE

RANGE 0% TO 1%

SIDESLOPE

RANGE 10% TO 20%

SIDESLOPE

RANGE 30% TO 40%

SIDESLOPE

RANGE 50% TO 60%

SIDESLOPE

RANGE 40% TO 50%

SIDESLOPE

RANGE 30% TO 40%

SIDESLOPE

RANGE 50% TO 60%

SIDESLOPE

RANGE 0% TO 1%

ABUTMENT

A

ABUTMENT

B

PIER

#1

PIER

#2

PIER

#3

PIER

#4

100 GIANTS BOARDWALK ELEVATIONS

100 GIANTS BOARDWALK

AND FREEMAN CREEK TRAIL

BRIDGE

VICINITY MAP AND SITE

PHOTO

J. HOLLAND

5/18/2023

NONE

VICINITY MAP & SITE PHOTO

EXISTING TRAIL BRIDGE ABUTMENTS WITH CONCRETE SILTS AND STEEL BRACKETS

DESIGNED

DISREGARD PRINTS BEARING EARLIER DATES

*** CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION

H. Dodini

D. Pereira

D. Pereira

4/21/23

5/9/23

5/12/23

DESIGNED

DISREGARD PRINTS BEARING EARLIER DATES

2 2

H. Dodini

D. Pereira

D. Pereira

4/21/23

5/9/23

5/12/23