06-12-17

A S S O C I A T E SMcLANE

PWB

TJM

1724

CV

NOTICE FOR CONSTRUCTION PHASE AND 10 WORKING

DAYS IN DESIGN STAGE - STOP CALL 1-800-242-1776

PENNSYLVANIA LAW REQUIRES 3 WORKING DAYS

PA1System Inc.

CALL BEFORE YOU DIG

1

-

8

0

0

-

2

4

2

-

1

7

7

6

PENNSYLVANIA ONE CALL SYSTEM, INC.

LIST OF DRAWINGS

DESCRIPTION

DWG.

NUMBER

C-1

CV

C-2

C-3

LOOP TRAIL LAYOUT - SOUTH SECTION

OVERALL LOOP TRAIL LAYOUT

COVER

LOOP TRAIL LAYOUT - NORTH SECTION

N

SITE

C-3

C-2

JUNE 12, 2017

9

4

9

2

9

2

94

96

98

1

3

0

0

02

3

0

2

8

2

4

2

2

2

0

1

8

1

6

1

4

1

2

1

0

0

8

0

6

0

4

2

6

3

2

32

3

4

1

3

3

6

3

4

3

6

30

1

3

0

0

9

8

9

6

9

4

1302

1304

1302

1300

1

3

0

6

1

3

1

0

1

3

1

2

1

3

2

0

1

8

1

6

1

4

10

1

2

08

0

6

1

0

0

8

0

6

1

3

3

6

1

3

3

4

1

3

0

2

1

3

0

4

1306

0

4

0

6

0

8

1

4

1

2

1

0

1

4

1

3

0

2

1

3

1

8

2

0

1

2

9

8

1

3

0

0

22

24

26

28

1

8

2

0

1

6

9

6

9

8

9

4

1

3

3

4

1

3

3

2

1

3

3

6

C-2

2

1

C-2

2

C-2

1

C-3

C-3

4

C-3

1

C-2

1

C-3

2

3

C-3

2

C-3

2

C-3

30B

Wurtsboro

442B

Wyom

ing

12

Gleneyre-K

im

bles

30B

Wurtsboro

442B

Wyom

ing

30B

Wurtsboro

38B

Sw

artsw

ood

30B

Wurtsboro

442B

Wyom

ing

30B

Wurtsboro

30B

Wurtsboro

RENO

MATTRESS

DS-1

DS-2

FOOTBRIDGE 2

FOOTBRIDGE 3

DS-1

DS-2

DS-1

RENO

MATTRESS

DS-1

FOOT

BRIDGE 4

LOOP TRAIL

STONE DUST

(STA. 42+50 - 44+67)

LOOP TRAIL

MULCH HYBRID

(STA. 31+00 - 42+50)

LOOP TRAIL

REMNANT ROAD

(STA. 0+00 - 3+50)

(STA. 28+00 - 31+00)

LOOP TRAIL

MULCH

(STA. 22+00 - 28+00)

LOOP TRAIL

MULCH

(STA. 0+00 - 22+00)

FOOT

BRIDGE 1

DS-1

SOIL TYPES

239C - OQUAGAVERY STONY LOAM; 8 TO 15 PERCENT SLOPES; EXTREMELYBOULDERY; POORLY SUITED TO BUILDING SITE DEVELOPMENT;AREAS OF ROCK OUTCROP NEED TO BE CONSIDERED;HYDROLOGIC GROUP C.

38B - SWARTSWOODSTONY FINE SANDY LOAM; 0 TO 8 PERCENT SLOPES;EXTREMELY STONY, WELL DRAINED; FAIRLY WELL SUITED TOBUILDING SITE DEVELOPMENT AND SANITARY FACILITIES;STONES AND BOULDERS ON THE SURFACE REQUIRE MORESITE PREPARATION.; HYDROLOGIC GROUP C.

30B - WURTSBOROSTONY FINE SANDY LOAM; 0 TO 8 PERCENT SLOPES;EXTREMELY STONY, MODERATELY WELL DRAINED; POORLYSUITED TO BUILDING SITE DEVELOPMENT AND SANITARYFACILITIES; HYDROLOGIC GROUP C.

442B/442C - WYOMINGVERY COBBLY SANDY LOAM; 3 TO 8 PERCENT SLOPES;SOMEWHAT EXCESSIVELY DRAINED FAIRLY WELL SUITED TOWOODLAND AND BUILDING SITE DEVELOPMENT; HYDROLOGICGROUP A.

12 - GLENEYRE-KIMBLESCOMPLEX, 0 TO 2 PERCENT SLOPES; VERY POORLY DRAINED;BEDROCK DEPTH VERY DEEP; 0 TO 7 INCH SEASONAL WATERTABLE; HYDROLOGIC GROUP D; HYDRIC SOIL.

LEGENDEXISTING

PROPERTY LINE

10' CONTOUR

2' CONTOUR

UTILITY POLE

BUILDING

ROAD

DRIVEWAY

STREAM

WETLAND

BIORETENTION AREA

06-12-17

A S S O C I A T E SMcLANE

PWB

TJM

1724

C-1

PROPOSED

= TRAIL

= RENO MATTRESS

= NPDES BOUNDARY(FOLLOWS PROPERTY LINE)

= LIMIT OF DISTURBANCE

LEGEND

C-3

C-2

94

96

98

1

3

0

0

0

2

3

0

2

8

2

4

2

2

2

0

1

8

1

6

1

4

1

2

1

0

0

8

0

6

0

4

2

6

3

2

32

3

4

1

3

3

6

3

4

3

6

30

1302

1304

1302

1300

1

3

0

6

1

3

1

0

1

3

1

2

1

3

3

6

1

3

3

4

1

3

0

2

1

3

0

4

1306

0

4

0

6

0

8

1

3

0

2

1

2

9

8

1

3

0

0

9

6

9

8

9

4

1

3

3

4

1

3

3

2

1

3

3

6

1

C-2

2

C-2

1

C-3

3

C-3

2

C-3

2

C-3

442B

Wyom

ing

30B

Wurtsboro

30B

30B

Wurtsboro

DS-1

DS-2

FOOTBRIDGE 2

FOOTBRIDGE 3

DS-1

DS-2

DS-1

RENO

MATTRESS

LOOP TRAIL

STONE DUST

(STA. 42+50 - 44+67)

LOOP TRAIL

MULCH HYBRID

(STA. 31+00 - 42+50)

LOOP TRAIL

REMNANT ROAD

(STA. 0+00 - 3+50)

(STA. 28+00 - 31+00)

LOOP TRAIL

MULCH

(STA. 22+00 - 28+00)

FOOT

BRIDGE 1

DS-1

LEGENDEXISTING

PROPERTY LINE

10' CONTOUR

2' CONTOUR

UTILITY POLE

BUILDING

ROAD

DRIVEWAY

STREAM

WETLAND

BIORETENTION AREA

06-12-17

A S S O C I A T E SMcLANE

PWB

TJM

1724

C-2

PROPOSED

= TRAIL

= RENO MATTRESS

= NPDES BOUNDARY(FOLLOWS PROPERTY LINE)

= LIMIT OF DISTURBANCE

LEGEND

2% CROSS SLOPE

RENO MATTRESS

7'-0"

UNDISTURBED

SUBGRADE

RENO MATTRESS - 6"

DEPTH

E

X

I

S

T

I

N

G

S

L

O

P

E

TRAIL

6'-0"

12'-0"

SECTION

PLAN

NOTES:1. RENO MATTRESS TO BE FILLED WITH R-3 STONE2. ALL MATTRESSES SHALL BE ZINC COATED3. THE FOUNDATION ON WHICH THE RENO MATTRESS IS TO BE PLACED ON SHALL BE LEVEL, AND GRADED TO THE ELEVATIONS AS SHOWN ON THE

PROJECT CONSTRUCTION DRAWINGS4. THE 1' OVERHANG SHALL BE APPLIED TO THE UPPER SIDE OF THE SLOPE5. ASSEMBLY OF MATRESSES SHOULD MEET ALL THE SPECIFICATIONS SET FORTH BY MACCAFERRI INC.6. SEE PLAN FOR LOCATIONS

S

L

O

P

E

S

L

O

P

E

100

98

96

R-3 STONE

(NTS)

(NTS)

WIDTH

7'-0"

LENGTH

8-0"

HEIGHT 6"

PERSPECTIVE(NTS)

2

C-2

NOT TO SCALE

RENO MATTRESS

1

C-2

NOT TO SCALE

FOOT BRIDGE / BOARDWALK

C-3

C-2

30% Chewings Fescue (Festuca rubra ssp. commutata)

30% Creeping Red Fescue, 'Pennlawn' (Festuca rubra, 'Pennlawn')

20% Annual Ryegrass (Lolium multiflorum (L. perenne var. italicum))

10% Rough Bluegrass (Poa trivialis)

10% Kentucky Bluegrass, 'Alley Cat' (Poa pratensis, 'Alley Cat')

CONSERVATION SHADE MIX (ERNMX - 129)

SEED RATE: 8LB PER 1,000 SF

MULCH RATE: 140LB PER 1,000 SF

EARTH DISTURBANCE AREAS

DISTURBED EARTH AREAS NOT STABILIZED WITH MULCH SHOULD BE SEEDED

WITH THE ABOVE SEED MIX TO STABILIZE THE GROUND. PENNDOT FORMULA B

CAN BE USED IN ANY AREAS NOT UNDER CANOPY.

TOP VIEW

6'-0"

5'-4"

2" X 4" CURB

DECK BOARDS (2" x 6")

2" X 6" DECKING

2" X 6" STRINGER

TO BE RECESSED 2"

UNDER DECKING

2" x 4" CURB

2" X 6" STRINGER

BOARDWALK TO BE

UNDERLAIN WITH 6" AASHTO

#57, IF NEEDED TO LEVEL

2" x 6" x 36"

FASTENER BLOCK

3

8

" CARRIAGE BOLTS

DECK SCREWS

2" X 6" JOIST

2" X 6" JOIST

NOTE:

1. APPLY TWO COATS OF CLEAR ACRYLIC OUTDOOR STAIN TO ALL WOOD SURFACES

2. ALL LUMBER TO BE PRESSURE TREATED SOUTHERN YELLOW PINE

3. FASTENERS TO BE STAINLESS STEEL

ANCHOR FRAME TO EXISTING BOULDERS TO

SECURE IN PLACE (HARDWARE TBD IN FIELD)

APPROXIMATE LENGTHS:

FOOTBRIDGE 1 = 20 LF FOOTBRIDGE 2 = 35 LF

FOOTBRIDGE 3 = 40 LF FOOTBRIDGE 4 = 20 LF

1

3

2

0

1

8

1

6

1

4

10

1

2

08

0

6

1

0

0

8

0

6

1

4

1

2

1

0

1

4

1

3

1

8

2

0

22

24

26

28

1

8

2

0

1

6

C-2

2

C-3

4

C-3

1

C-2

1

C-3

2

442B

Wyom

ing

442B

Wyom

ing

30B

Wurtsboro

RENO

MATTRESS

DS-1

FOOT

BRIDGE 4

LOOP TRAIL

MULCH

(STA. 0+00 - 22+00)

LEGENDEXISTING

PROPERTY LINE

10' CONTOUR

2' CONTOUR

UTILITY POLE

BUILDING

ROAD

DRIVEWAY

STREAM

WETLAND

BIORETENTION AREA

06-12-17

A S S O C I A T E SMcLANE

PWB

TJM

1724

C-3

TRAIL

RENO MATTRESS

NPDES BOUNDARY (PROPERTY LINE)

LIMIT OF DISTURBANCE

2" TSA

4" ASPHALT MILLINGS

2% MIN CROSS SLOPE IN

DIRECTION OF EXISTING GRADE

6' TRAIL WIDTH 1' MIN.

6"

3'-0"

4'-0"

1'-6"

6" x 6" MIN PCF 0.60

lb/ft3 SOUTHERN

YELLOW PINE

2A MODIFIED (MIXED

WITH DRY CEMENT)

PADOT 2B STONE

30.0Á

NOTES:

1. APPLY TWO COATS OF CLEAR ACRYLIC OUTDOOR STAIN TO

ALL WOOD SURFACES

2. SIGNS ARE TO BE LOCATED APPROXIMATELY 10' FROM THE

START OR INTERSECTION OF A TRAIL, ADJACENT TO TRAIL (1')

SIDE VIEW

1

2

" ROUTED PLASTIC

ARROW. DIRECTION OF

ARROW INDICATED ON

PLAN. ARROW IS TO BE

PAINTED TRAIL COLOR.

FRONT VIEW

L

O

O

P

T

R

A

I

L

HORIZONTAL ROUTED

TRAIL NAME.

ARROW STYLE FOR POSTS

INDICATED ON PLAN

LOOP TRAIL

SPUR TRAIL

6' TRAIL WIDTH

8'-0" CLEAR

CORRIDOR

HEIGHT

MULCH 4" DEPTH

GEOTEXTILE FABRIC

ASPHALT MILLINGS *

SEE NOTES

(DEPTH VARIES BASED ON SURFACE ROCK)

UNDISTURBED SUBGRADE

NOTES:

1. ASPHALT MILLINGS NEEDED ONLY IN AREAS OF HIGH SURFACE ROCKS

2. NO EARTH DISTURBANCE BEYOND CONSTRUCTION FENCE NEAR WETLANDS.

2

C-3

NOT TO SCALE

MULCH & MULCH-HYBRID TRAIL

PROPOSED

8' TRAIL CORRIDOR

3

C-3

NOT TO SCALE

STONE DUST TRAIL

1' MIN.

1

C-3

NOT TO SCALE

DIRECTIONAL SIGNAGE (DS)

4

C-3

NOT TO SCALE

TEMPORARY CONSTRUCTION FENCING

2"X2"X6' STAKES

FENCING - ORANGE

VINYL CONSTRUCTION

6' MAX.

SIDE VIEW

TOP VIEW

5'

1' MIN.

C-3

C-2

LAWN

RESTORATION