rrombegts5 k5 i3 r6 e · 2020-03-31 · final schematic design-----of 17-----es es,kb...

17
SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY RENEWAL DATE DATE L I C E N S E D L A N D S C A P E A R C H I T E C T S T A T E O F C A L I F O R N I A E R I K S T R O M B E R G # 5 5 3 6 SIGNATURE DESCRIPTION REVISIONS DATE PROJECT TITLE SHEET TITLE DESIGN PHASE COVER SHEET NTS ROYS REDWOODS OPEN SPACE PRESERVE MARIN COUNTY FINAL SCHEMATIC DESIGN MARCH 31, 2020 LANDSCAPE ARCHITECTURE: RESTORATION DESIGN GROUP, INC. ERIK STROMBERG, PROJECT MANAGER 2332 FIFTH STREET SUITE C BERKELEY, CA 94710 (510) 644-2798 LANDSCAPE ARCHITECTURE ROTH/LAMOTTE LANDSCAPE ARCHITECTURE 56 MANOR ROAD FAIRFAX, CA 94930 (415) 451-8211 STRUCTURAL ENGINEERING KENNETH R. HUGHES, S.E 3620 MT. DIABLO BLVD. #203 LAFAYETTE, CA 94549 (925) 284-2808 GEOTECHNICAL ENGINEERING MILLER PACIFIC ENGINEERING GROUP 504 REDWOOD BOULEVARD #220 NOVATO, CA 94947 (415) 382-3444 COST ESTIMATING R. BORINSTEIN COMPANY 524 SAN ANSELMO AVE #135 SAN ANSELMO, CA 94960 (415) 259-4927 CONSTRUCTABILITY REVIEW CAMPBELL GRADING, INC. P.O. BOX 518 FORT JONES, CA 96032 (530) 468-4226 SURVEYING OBERKAMPER & ASSOCIATES 7200 REDWOOD BLVD #308 NOVATO, CA 94945 (415) 897-2800 PROJECT LOCATION: CLIENT: GOLDEN GATE NATIONAL PARKS CONSERVANCY ROB LAPORT, PROJECT MANAGER BUILDING 201 FORT MASON SAN FRANCISCO, CA 94123 (415) 561-3000 MARIN COUNTY PARKS JON CAMPO, SENIOR NATURAL RESOURCES PLANNER 3501 CIVIC CENTER DRIVE, SUITE 260 SAN RAFAEL, CA 94903 (415) 473-2686 PROJECT SITE PROJECT SITE SHEET LIST TABLE T-1 S:\PROJECTS\ROYS REDWOODS\04 AUTOCAD\WORKING DRAWINGS\SHEETS\LS-COVER.DWGPLOTTED ON: 3/31/2020 ROYS REDWOODS OPEN SPACE PRESERVE VISITOR ACCESS AND PUBLIC ENGAGEMENT MARCH 31, 2020 FINAL SCHEMATIC DESIGN ---- ---- OF 17 ---- ---- ---- ---- ES ES,KB ES,GR ---- ABBREVIATIONS CLR CLEAR CENTERLINE (E) EXISTING GB GRADE BREAK PP PRESERVE AND PROTECT TYP. TYPICAL C L T-1 COVER SHEET T-2 OVERVIEW L-1.0 ACCESSIBLE LOOP L-1.1 ACCESSIBLE PARKING AND ENTRY L-1.2 ROAD EDGE STEPS L-1.3 NORTH ENTRY L-1.4 NATURE EXPLORATION AREA L-2.0 CONSTRUCTION DETAILS L-2.1 CONSTRUCTION DETAILS L-2.2 CONSTRUCTION DETAILS L-3.0 TRAIL PROFILES L-3.1 TRAIL PROFILES S-1 FOOTBRIDGE PLANS S-2 FOOTBRIDGE SECTION AND DETAILS S-3 BOARDWALK PLANS S-4 BOARDWALK DECKING S-5 BOARDWALK SECTION AND DETAILS CONSULTANTS:

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Page 1: RROMBEGTS5 K5 I3 R6 E · 2020-03-31 · final schematic design-----of 17-----es es,kb es,gr----abbreviations clrclear centerline (e)existing gbgrade break pp preserve and protect

SHEET

SCALE

DATE

DRAWN BY

DESIGN BY

CHECKED BY

RENEWAL DATE

DATE

L

I

C

E

N

S

E

D

L

A

N

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S CA

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#

5

53

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SIGNATURE

DESCRIPTION

REVISIONS

DATE

PR

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CT

T

IT

LE

SH

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T T

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LE

DE

SIG

N P

HA

SE

CO

VE

R S

HE

ET

NTS

ROYS REDWOODS OPEN SPACE PRESERVE

MARIN COUNTY

FINAL SCHEMATIC DESIGN MARCH 31, 2020

LANDSCAPE ARCHITECTURE:

RESTORATION DESIGN GROUP, INC.

ERIK STROMBERG, PROJECT MANAGER

2332 FIFTH STREET SUITE C

BERKELEY, CA 94710

(510) 644-2798

LANDSCAPE ARCHITECTURE

ROTH/LAMOTTE LANDSCAPE ARCHITECTURE

56 MANOR ROAD

FAIRFAX, CA 94930

(415) 451-8211

STRUCTURAL ENGINEERING

KENNETH R. HUGHES, S.E

3620 MT. DIABLO BLVD. #203

LAFAYETTE, CA 94549

(925) 284-2808

GEOTECHNICAL ENGINEERING

MILLER PACIFIC ENGINEERING GROUP

504 REDWOOD BOULEVARD #220

NOVATO, CA 94947

(415) 382-3444

COST ESTIMATING

R. BORINSTEIN COMPANY

524 SAN ANSELMO AVE #135

SAN ANSELMO, CA 94960

(415) 259-4927

CONSTRUCTABILITY REVIEW

CAMPBELL GRADING, INC.

P.O. BOX 518

FORT JONES, CA 96032

(530) 468-4226

SURVEYING

OBERKAMPER & ASSOCIATES

7200 REDWOOD BLVD #308

NOVATO, CA 94945

(415) 897-2800

PROJECT LOCATION:

CLIENT:

GOLDEN GATE NATIONAL PARKS CONSERVANCY

ROB LAPORT, PROJECT MANAGER

BUILDING 201 FORT MASON

SAN FRANCISCO, CA 94123

(415) 561-3000

MARIN COUNTY PARKS

JON CAMPO, SENIOR NATURAL RESOURCES PLANNER

3501 CIVIC CENTER DRIVE, SUITE 260

SAN RAFAEL, CA 94903

(415) 473-2686

PROJECT SITE

PROJECT SITE

SHEET LIST TABLE

T-1

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MARCH 31, 2020

FIN

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OF 17

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ES

ES,KB

ES,GR

----

ABBREVIATIONS

CLR CLEAR

CENTERLINE

(E) EXISTING

GB GRADE BREAK

PP PRESERVE AND PROTECT

TYP. TYPICAL

C

L

Sheet List TableSheet Number Sheet Title

T-1 COVER SHEET

T-2 OVERVIEW

L-1.0 ACCESSIBLE LOOP

L-1.1 ACCESSIBLE PARKING AND ENTRY

L-1.2 ROAD EDGE STEPS

L-1.3 NORTH ENTRY

L-1.4 NATURE EXPLORATION AREA

L-2.0 CONSTRUCTION DETAILS

L-2.1 CONSTRUCTION DETAILS

L-2.2 CONSTRUCTION DETAILS

L-3.0 TRAIL PROFILES

L-3.1 TRAIL PROFILES

S-1 FOOTBRIDGE PLANS

S-2 FOOTBRIDGE SECTION AND DETAILS

S-3 BOARDWALK PLANS

S-4 BOARDWALK DECKING

S-5 BOARDWALK SECTION AND DETAILS

CONSULTANTS:

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03/31/21
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BEFORE YOU DIG CALL USA
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Page 2: RROMBEGTS5 K5 I3 R6 E · 2020-03-31 · final schematic design-----of 17-----es es,kb es,gr----abbreviations clrclear centerline (e)existing gbgrade break pp preserve and protect

LEGEND

ACCESSIBLE SURFACE

AGGREGATE BASE

PROPERTY BOUNDARY

(E) FALLEN TREE

0

+

0

0

1

+

0

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2

+

0

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+

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0

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1

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+

0

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+

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0

15+00

1

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+

0

0

1

7

+

0

0

1

7

+

1

5

0

+

0

0

1+00

2

+

0

0

3+

00

4+00

5

+

0

0

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+

0

0

7

+

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0

8+00

9

+

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0

1

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+

0

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1

+

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1

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0

0

1

4

+

0

0

1

5

+

0

0

1

6

+

0

0

1

7

+

0

0

1

8

+

0

0

1

8

+

8

0

2

+

3

9

0+00

1

+

0

0

2

+

0

0

3

+

5

8

0+00

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+

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0

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0

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3

+

3

0

C

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9

0+00

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2

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0

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0

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+

0

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5

+

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7

+

7

0

0+00

1

+

0

0

2+00

3

+

0

0

4

+

0

0

5

+

0

0

6+

00

7

+

0

0

0

+

0

0

1+00

1

+

6

9

F

O

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A

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ME

AD

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TR

AI L

F

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L

MEA DOW TRAI L

S

ECO

NDARY

FOR

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B

O

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3

9

0

3

9

0

3

9

0

390

395

3

9

5

3

9

5

3

9

5

3

9

5

4

0

0

4

0

5

4

1

0

4

1

5

4

2

0

4

2

5

4

3

0

4

3

5

4

4

0

4

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5

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0

5

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1

0

415

4

2

0

425

4

3

0

4

3

5

4

4

0

4

4

5

4

5

0

4

5

5

TREE CAVE

GROVE

HOLLOW TREE

NATURE

EXPLORATION

AREA

FAIRY

RING

MEADOW

BURNT

GROVE

N

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C

A

S

I

O

V

A

L

L

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Y

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A

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GRANDFATHER

TREE

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K

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C

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15-FOOT SPAN

PEDESTRIAN

BOARDWALK

10-FOOT SPAN

PEDESTRIAN

BOARDWALK

PLACE LOGS TO DELINEATE AREA

OF HIGH IMPACT, SIMILAR TO

NATURE EXPLORATION AREA.

30-FOOT SPAN

PEDESTRIAN BRIDGE

SEE STRUCTURAL

SHEETS

MO

SS RO

C

K

S

C

O

N

N

E

C

T

O

R

ROYS

L

O

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PLACE LOGS TO DELINEATE

AREA OF HIGH IMPACT,

SIMILAR TO NATURE

EXPLORATION AREA.

15-FOOT SPAN

PEDESTRIAN

BOARDWALK

REPOSITION / CUT

DOWNED TREES TO

ACCEPT TRAIL

STA 5+25

BEGIN LOG EDGE

STA 5+40

END LOG EDGE

STA 14+25

END LOG EDGE

STA 13+65

BEGIN LOG EDGE

BUILD TRAIL TREAD ACROSS

ABANDONED CHANNEL

15-FOOT SPAN

PEDESTRIAN

BOARDWALK

STA 0+60

BEGIN LOG EDGE

STA 1+87

END LOG EDGE

STA 2+12

BEGIN LOG EDGE

STA 2+60

END LOG EDGE

REPOSITION

DOWNED BAY TREE

TO ACCEPT TRAIL

RIDGE

C

O

N

N

E

C

T

O

R

MOSS

ROCKS

RELOCATE EAST HITCHING

POST TO THE WEST TOWARDS

WATER TROUGH. PRESERVE

AND PROTECT TROUGH.

SALVAGE SPLIT RAIL FENCE

NORTH OF HITCHING POSTS.

REUSE TO REPAIR EXISTING

FENCE AND BUILD SECTIONS OF

RELOCATED FENCE.

WAYFINDING POST

WAYFINDING POST

WAYFINDING POST

WAYFINDING

POST

WAYFINDING

POST

WAYFINDING POST

INFORMAL

GATHERING AREA

WITH PLACED LOGS

WAYFINDING

POST

PROPERTY BOUNDARY

(E) MAJOR CONTOUR

(E) MINOR CONTOUR

EQUESTRIAN / ACCESS AND DISCOVERY TRAIL

(IAP)

ACCESS AND DISCOVERY TRAIL

(IAP)

PRIMARY TRAIL

SECONDARY TRAIL

DECOMMISSIONED TRAIL

(E) TRAIL

LEGEND

SEE 1/L-2.1 FOR TRAIL TYPE DETAILS

OV

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1" = 60'-0"

ES

ES,KB

ES,GR

SHEET

SCALE

DATE

DRAWN BY

DESIGN BY

CHECKED BY

RENEWAL DATE

DATE

L

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SIGNATURE

DESCRIPTION

REVISIONS

DATE

PR

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SIG

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----

Feet

0 60 120

SHEET L-1.0

SHEET L-1.2

SHEET L-1.1

SHEET L-1.4

NOTES:

1. CHANNEL RESTORATION, REVEGETATION, AND COMPACTION MITIGATION MEASURES ARE

COVERED ON SEPARATE RESTORATION PLANS PREPARED BY PRUNSKE CHATHAM, INC.

2. SALVAGE DUFF AND NATIVE PLANTS WITHIN THE FOOTPRINT OF IMPROVEMENTS. RESTORE DUFF

TO ALL AREAS DISTURBED BY CONSTRUCTION. RE-PLANT SALVAGED NATIVE PLANTS WITHIN THE

RESTORATION AREAS. SEE RESTORATION PLANS BY OTHERS FOR LOCATIONS.

3. REUSE ALL TREES AND STUMPS REMOVED THAT CONFLICT WITH THE SITE IMPROVEMENTS. SEE

RESTORATION PLANS FOR LOCATIONS.

SHEET L-1.3

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OLD RUBBLE
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REDWOOD CLUSTER
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REDWOOD CLUSTER
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24" RW
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36" RW
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36" RW
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18" RW
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30" RW
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48" RW
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48" RW
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12" BAY
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18" BAY
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18" BAY
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18" BAY
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36" BAY
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18" BAY
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BAY CLUSTER
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03/31/21
Page 3: RROMBEGTS5 K5 I3 R6 E · 2020-03-31 · final schematic design-----of 17-----es es,kb es,gr----abbreviations clrclear centerline (e)existing gbgrade break pp preserve and protect

HOLLOW

TREES

TREE CAVE GROVE

N

I

C

A

S

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V

A

L

L

E

Y

R

O

A

D

0

+

0

0

1

+

0

0

2

+

0

0

3

+

0

0

4

+

0

0

0

+

0

0

1+00

2

+

0

0

3+

00

4+00

5

+

0

0

2

+

3

9

0+00

1

+

0

0

2

+

0

0

0

+

0

0

1

+

0

0

395

4

0

0

4

0

5

395

3

9

5

3

9

5

400

4

0

5

4

0

0

4

0

5

BOULDER

EDGING, TYP.

REPOSITION DOWNED

TREE TO ACCEPT TRAIL

REPOSITION / CUT

DOWNED TREE TO

ACCEPT TRAIL

REPOSITION / CUT

DOWNED TREES

TO ACCEPT TRAIL

SALVAGE STUMP TO

ACCEPT TRAIL

BOARDWALK, SEE

STRUCTURAL SHEET S3

BOARDWALK, SEE

STRUCTURAL SHEET

14' SPAN

NON-VEHICULAR

EQUESTRIAN

BOARDWALK

LOG EDGING, TYP.

ACCESSIBLE

PARKING, SEE

SHEET L-1.1

ROAD EDGE

STEPS, SEE

SHEET L-1.2

SCRAMBLE

NOTICE BOARD AND

PRIMARY SIGN

AGGREGATE BASE

SHOULDER, 3" DEPTH

SPLIT RAIL FENCE, TYP.

GRADE BREAK, TYP.

ACCESSIBLE

SURFACE, TYP.

TIMBER

EDGING

L-2.1

2

L-2.1

2

L-2.1

2

L-2.2

2

COARSE

WOODY

DEBRIS

PRIMARY TRAIL

CONTINUES

REPOSITION / CUT

DOWNED TREES TO

ACCEPT TRAIL

SEE RESTORATION PLANS FOR

PLACED LOGS IN THIS AREA

WAYFINDING

POST

WAYFINDING

POST

TERTIARY

SIGN AND

WAYFINDING

POST

WAYFINDING

POST

WAYFINDING

POST

TERTIARY SIGN

AND WAYFINDING

POST

WAYFINDING

POST

LEGEND

ACCESSIBLE SURFACE

AGGREGATE BASE

PROPERTY BOUNDARY

(E) FALLEN TREE

AC

CE

SS

IB

LE

LO

OP

L-1.0

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ES

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SHEET

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DATE

DRAWN BY

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RENEWAL DATE

DATE

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----

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NICASIO VALLEY ROAD
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NICASIO VALLEY ROAD
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BOUNDARY
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BOUNDARY
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BOUNDARY
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O
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3

9

0

3

9

0

(E) BRIDGE

2

2

'

-

6

"

5

'

-

0

"

1

2

'

-

9

"

GRADE BREAK, TYP.

BOULDER EDGING, TYP.

EQUESTRIAN / ACCESS

AND DISCOVERY TRAIL

WAYFINDING POST

BOARDWALK, SEE

STRUCTURAL PLANS

LOG EDGING

20-FOOT LONG

BOARDWALK, SEE

STRUCTURAL PLANS

ACCESSIBLE PARKING

SPOT, CONCRETE

GRADING AT TOP OF

BANK TO ALLOW FOR

ACCESSIBLE PARKING

TIMBER EDGING, TYP.

(E) TREE, PP1

.

5

%

S

L

O

P

E

1

.

6

%

S

L

O

P

E

2%

M

AX

1

.

5

%

S

L

O

P

E

3

.

9

%

S

L

O

P

E

5

%

S

L

O

P

E

SPLIT RAIL FENCE

L-2.1

2

L-2.1

2

L-2.1

2

TERTIARY SIGN

SAW CUT (E) AC 2-FT BEYOND

CONCRETE TO ALLOW CONCRETE

INSTALLATION. PATCH AC.

ACCESSIBLE SURFACE

AGGREGATE BASE

FG 395.3

FG 395.5

7

%

S

L

O

P

E

3

9

3

3

9

4

FG 395.5

FG 395.7

FG 395.8

FG 395.6

WAYFINDING POST

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DATE

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REVISIONS

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Feet

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----

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4

0

0

400

4

0

0

4

0

0

BOULDER EDGING, TYP.

L-2.1

2

TIMBER EDGING, TYP.

BOULDER, TYP.

STONE ENTRY STEPS

L-2.1

2

EQUESTRIAN / ACCESS AND

DISCOVERY TRAIL

(E) TREE, PROTECT AND

PRESERVE, TYP.

LOG EDGING, TYP.

L-2.1

2

L-2.2

1

ACCESSIBLE SURFACE

AGGREGATE BASE

SPLIT RAIL FENCE, TYP.

WAYFINDING POST

RO

AD

E

DG

E S

TE

PS

L-1.2

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DATE

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4

0

5

4

0

5

4

1

0

8

%

S

L

O

P

E

NOTICE BOARD

AND PRIMARY SIGN

LOG EDGING, TYP.

L-2.1

2

EQUESTRIAN / ACCESS AND

DISCOVERY TRAIL

BOULDER EDGING, TYP.

L-2.1

2

14-FOOT SPAN BOARDWALK, 5-FOOT WIDE

(PEDESTRIAN AND EQUESTRIAN LOADING),

SEE STRUCTURAL PLANS

GRADE BREAK, TYP.

ROCK FORD CROSSING

BOULDER

TIMBER EDGING

SPLIT RAIL FENCE

L-2.1

2

TERTIARY

SIGN

1

.

5

%

S

L

O

P

E

7

%

S

L

O

P

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ACCESSIBLE SURFACE

AGGREGATE BASE

WAYFINDING

POST

NO

RT

H E

NT

RY

L-1.3

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CHECKED BY

RENEWAL DATE

DATE

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4

2

0

PLACED LOG, TYP.

(E) TREE, PROTECT

AND PRESERVE, TYP.

LOOSE STICKS AND

BRANCHES FOR PLAY

SHORT LOOSE PLANKS

MOVABLE LOG

ROUNDS OF

VARIOUS SIZES

LOG ROUNDS,

TYP.

REPOSITION

(E) LOGS

ACCESS AND

DISCOVERY TRAIL

TO SCRAMBLE(

E

)

S

W

A

L

E

(

E

)

S

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NA

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XP

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DATE

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Feet

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----

NOTES:

1. PLACE LOGS AROUND PERIMETER OF NATURE EXPLORATION AREA AS

SHOWN TO DELINEATE SPACE AND DEFINE EDGE.

2. LOOSE PARTS (SHOWN DASHED) ARE TO BE REPLENISHED OVER TIME.

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EQ

.

EQ

.E

Q.

3.75"

3'-6"

1"

2

1

3

4

5

6

7

8

3X8 RECLAIMED REDWOOD CAP

2X4 RECLAIMED REDWOOD RAIL

2X5 RECLAIMED REDWOOD RAIL,

TYP U.O.N

3X6 RECLAIMED REDWOOD POST

2.5 X 5 RECLAIMED REDWOOD

BRACE

3X10 RECLAIMED REDWOOD

DECKING AT POSTS

WOOD NAILER

STEEL BRIDGE BEAMS

3X6 RECLAIMED REDWOOD DECKING

9

1

2

3

4

5

6

7

8

9

5" M

IN

.

3"

5" M

IN

.

3"

1

2

3

4

5

6

3X4 RECLAIMED REDWOOD

CURB AND BLOCKING

4"Ø MIN. REDWOOD BRANCH

2X3 RECLAIMED REDWOOD

BLOCKING

3X DECKING

1/2"Ø CARRIAGE BOLT

RECLAIMED REDWOOD

BOARDWALK BEAM

1

SECTION - TYPE 1 SECTION - TYPE 2

2

3

4

5

6

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WOOD GUARDRAIL ON FOOTBRIDGE

SCALE: NTS

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EDGE PROTECTION

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21

COMPACTED SURFACE

BOULDER, 12" - 30" DIAMETER

AGGREGATE BASE BACKFILL MATERIAL

REDWOOD OR BAY LOG, 18" - 42"Ø

REBAR SPIKE, #5 x 48" W/ FLAT CAP 3' O.C.; WHERE

DOWNHILL SLOPE FOR LOG EDGING IS STEEPER

THAN 2:1 SPACE AT 18" O.C.

FASCINE, (3-5) 2" - 5"Ø BUNDLED STICKS WOUND

WITH BRAIDED JUTE TWINE

2" X 2" WOOD STAKE

8 X 8 TIMBER

DUFF

EXISTING GRADE

PROVIDE GAPS BETWEEN LOGS/BOULDERS AT

TRAIL LOW POINTS AND AS REQUIRED TO PROVIDE

POSITIVE DRAINAGE.

LAG EYE BOLT, STAINLESS STEEL, 1/2"Ø x 8" FOR

REBAR SPIKE

DOWNHILL SLOPE

REBAR SPIKE, #5 X 24" WITH FLAT CAP 3' O.C.

1

2

3

1 2

ROCK WALL AT BASE OF SLOPELOG EDGING AT STEEP SLOPE

9

961

1 45

7

ROCK AND LOG EDGING ON LEVEL GROUNDFASCINE EDGING ON LEVEL GROUND TIMBER EDGE ON LEVEL GROUND

1148

3

EM

BE

D

1/3

MIN

30"

MA

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8-20"

VA

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1/3

MIN

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D

2.5"

18"

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1/3

DIA

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11

SLOPE

SLOPE

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13

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14

MAX CLEARING WIDTH

% SLOPE

CLE

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G H

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TRAIL TABLE

TRAIL TYPE

TREAD

MATERIAL

MAX

WIDTH

MIN

WIDTH

CROSS

SLOPE

CLEARING

HEIGHT

MIN. CLEARING

WIDTH

ACCESS AND

DISCOVERY

PARK TREAD

OR SIMILAR

6'-0" 4'-0" 2% MAX 8' MIN 6' MIN

EQUESTRIAN

PARK TREAD

OR SIMILAR

6'-0" 4'-0" 2% MAX 12' MIN 10' MIN

PRIMARY

TRAIL

EARTHEN 4'-0" 2'-0" 5% MAX 8' MIN 4' MIN

SECONDARY

TRAIL

EARTHEN 3'-0" 2'-0" 5% MAX 8' MIN 3' MIN

MAX / MIN

TO LIMIT OF GRADING

1.0

1

2.0

1

2

2

3

ON SLOPE

DUFF, RE-PLACE SALVAGED DUFF, TO LIMIT

OF DISTURBANCE, 3" MIN DEPTH

LIMIT OF GRADING

EDGE CONDITION (NOT SHOWN), DTL 2 / L-2.1

1

2

3

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EDGING CONDITIONS

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TRAIL TYPES

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2

24" M

AX

REDWOOD LOG, 8" - 20" Ø

REDWOOD PLANK, 3" X 10" - 3" X 24"

NO. 5 REBAR X 48", COUNTER SINK 2", SPACE 24" MIN AT TOP, ANGLE 5°

OFF VERTICAL ALL DIRECTIONS AS SHOWN. MIN (2) PER LOG.

COARSE WOODY DEBRIS, 2-6" THICK LAYER OF TWIGS AND BRANCHES

PLACED NATURALISTICALLY TO PROTECT FOREST FROM TRAMPLING,

SEE PLANS FOR EXTENTS

WOOD FASTENER

PLANK ON LOG - PROFILE

PLANK ON LOG - SECTION

2

LOG ROUND ON GRADE

14" - 40"

4" - 12"

LOG AS TREAD

14" - 30"

6" - 18"

1

2

3

1

3

1

3

SCRAMBLE EDGING

4

4

5' MAX

55

12"

5

3" MIN.

12"

3

NOTES:

1. ENSURE ALL ELEMENTS ARE SET FREE OF

MOVEMENT / WOBBLE.

2. USE REBAR/FASTENERS TO HOLD POSITIONS OF

ELEMENTS NOT TO STABILIZE ELEMENTS.

3. SCARIFY AS NECESSARY TO PROVIDE

ROUGHENED TEXTURE TO WALKING SURFACES.

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DATE

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DESIGN BY

CHECKED BY

RENEWAL DATE

DATE

L

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SCALE: NTS

2

SCRAMBLE ELEMENTS

SCALE: NTS

1

ROAD ENTRY STEPS

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Elevation

Station

Profile View of Meadow Trail

400

410

420

430

440

390

400

410

420

430

440

1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+50

Elevation

Station

Profile View of Forest Trail

400

410

420

430

390

400

410

420

430

1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+45

Elevation

Station

Profile View of Scramble

410

420

400

410

420

1+00 2+00 3+00 4+004+00

Elevation

Station

Profile View of Secondary Forest Trail

420

430

410

420

430

1+00 2+00 3+00 4+004+00

Elevation

Station

Profile View of Boardwalk

410

420

400

410

420

1+00 2+00 3+003+00

Elevation

Station

Profile View of Forest Trail

440

450

460

430

440

450

460

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00

Elevation

Station

Profile View of Meadow Trail

430

440

450

420

430

440

450

9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00

3.8

6%

1.00%

4.4

0%

0.88%

6.53%

0.57%

6.50%

1.59% -4.8

9%

-1.54% 3.3

9%

2.29%

3.5

9%

7

.7

5

%

-1.09%

0.75% -1.17%

-3.00%

0.00%

2.30%

0.17%

-4.3

9%

-4.6

9%

-5.3

5%

6.65%

3.0

9%

0.49%

-6.34%

-2.44%

5.8

9%

2.88%

5.6

8%

7

.9

8

%

6.65%

6.62%

-0.85%

6.57%

5.5

7%

2 (15-FOOT) SPAN

PEDESTRIAN

BOARDWALKS

14-FOOT SPAN

EQUESTRIAN

BOARDWALK

15-FOOT SPAN

PEDESTRIAN BOARDWALK

10-FOOT SPAN

PEDESTRIAN BOARDWALK

4.3

%

AV

ER

AG

E G

RA

DE

EQUESTRIAN / ACCESS AND DISCOVERY TRAIL

ACCESS AND DISCOVERY TRAIL

PRIMARY TRAIL

SECONDARY TRAIL

EXISTING GRADE

PROPOSED GRADE

LEGEND

SEE 1/L-2.1 FOR TRAIL TYPE DETAILS

TR

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1" = 70'-0"

ES

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SHEET

SCALE

DATE

DRAWN BY

DESIGN BY

CHECKED BY

RENEWAL DATE

DATE

L

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SIGNATURE

DESCRIPTION

REVISIONS

DATE

PR

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T

IT

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SH

EE

T T

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DE

SIG

N P

HA

SE

Feet

0 40 80

----

2X VERTICAL EXAGGERATION

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Elevation

Station

Profile View of Alignment - Moss Rocks Connector Trail

460

470

480

490

451

460

470

480

490

1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+008+00

Elevation

Station

Profile View of Alignment - Ridge Connector

450

460

470

480

490

500

448

450

460

470

480

490

500

1+00 2+00 3+00 4+00 5+00 6+006+00

28-FOOT

SPAN

PEDESTRIAN

BRIDGE

6.6%

9

.7

%

A

V

E

R

A

G

E

G

R

A

D

E

A

V

E

R

A

G

E

G

R

A

D

E

Elevation

Station

Profile View of Alignment - Fire Road Connector

450

460

440

450

460

1+00 2+002+00

-1.67%

-

1

7

.

3

9

%

-1

2

.4

6

%

-7.54%

-1

0

.0

5

%

EQUESTRIAN / ACCESS AND DISCOVERY TRAIL

ACCESS AND DISCOVERY TRAIL

PRIMARY TRAIL

SECONDARY TRAIL

EXISTING GRADE

PROPOSED GRADE

LEGEND

SEE 1/L-2.1 FOR TRAIL TYPE DETAILS

TR

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RO

FILE

S

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MARCH 31, 2020

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--------

OF 17

--------

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1" = 70'-0"

ES

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ES,GR

SHEET

SCALE

DATE

DRAWN BY

DESIGN BY

CHECKED BY

RENEWAL DATE

DATE

L

I

C

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N

S

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D

L

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SIGNATURE

DESCRIPTION

REVISIONS

DATE

PR

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CT

T

IT

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SH

EE

T T

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DE

SIG

N P

HA

SE

Feet

0 40 80

----

2X VERTICAL EXAGGERATION

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SHEET

SCALE

DATE

DRAWN BY

DESIGN BY

CHECKED BY

DESCRIPTION

REVISIONS

DATE

PR

OJE

CT

T

IT

LE

SH

EE

T T

IT

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DE

SIG

N P

HA

SE

FO

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P

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MARCH 27, 2020

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OF 17

--------

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A.M.

K.H.

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SHEET

SCALE

DATE

DRAWN BY

DESIGN BY

CHECKED BY

DESCRIPTION

REVISIONS

DATE

PR

OJE

CT

T

IT

LE

S-2

MARCH 27, 2020

--------

OF 17

--------

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AS NOTED

A.M.

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SHEET

SCALE

DATE

DRAWN BY

DESIGN BY

CHECKED BY

DESCRIPTION

REVISIONS

DATE

S-3

MARCH 27, 2020

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OF 17

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--------

AS NOTED

A.M.

K.H.

PR

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SHEET

SCALE

DATE

DRAWN BY

DESIGN BY

CHECKED BY

DESCRIPTION

REVISIONS

DATE

S-4

MARCH 27, 2020

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OF 17

--------

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AS NOTED

A.M.

K.H.

PR

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SHEET

SCALE

DATE

DRAWN BY

DESIGN BY

CHECKED BY

DESCRIPTION

REVISIONS

DATE

S-5

MARCH 27, 2020

--------

OF 17

--------

--------

AS NOTED

A.M.

K.H.

PR

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