CIM-0900-14F-198-0920-01 CIM-0920-13T-512-02 GMFL Caywood DRAWINGS.pdf

chanrahan Typewritten Text

CIM -0920-13T-512-02 & CIM-0900-14F-198-0920-01

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COR

201003_S100_PLAN

S100

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

Drawing Title

Scale

Date

CAD File No.

Checked

Drawn

Drawing No.

Project

Date

Project Name

U E

R T

A

R

P D E

TMENT AOF

LUGRIC

No.

Revision/Issue

General Notes

R-9

EASTERN REGION

5109.00PMW

MDM

AS SHOWN

CAYWOOD POINT

RECREATION AREA

GREEN MOUNTAIN &

FINGER LAKES NATIONAL FOREST

CHAD VAN ORMER

GREEN MOUNTAIN & FINGER LAKES NATIONAL FOREST

231 NORTH MAIN STREET

RUTLAND, VERMONT 05701

PLAN & DETAILS

GABION WALL

17 27Sheet of

MAY 26, 2010

"=1’-0"4

1SCALE:

16+00

R A

V

IN

E

15+50

AA

GABION WALL

GENERAL PLAN

WALL @ TOP

FACE OF GABION

WALL @ BOTTOM

FACE OF GABION

SET BACK

1’-0" WALL

TIMBER RAILING

L

B

@ STA. 15+59.39

BEGIN RAILING

@ STA. 16+15.39

END RAILING

@ STA. 15+63.10

BEGIN GABION WALL

@ STA. 16+14.10

END GABION WALL

2’-0"

2’-0"

56’-0"

6 PIERS AT 4’-0" = 20’-0" 3’-6" 5’-0" 6 PIERS AT 4’-0" = 20’-0"3’-6"

1.

2.

3.

4.

5.

NOTES:

DETAILS TO BE SUBMITTED FOR APPROVAL.

PENETRATIONS. GABIONS SHALL BE REINFORCED WITH LACING WIRE,

GABION BASKETS SHALL ALLOW FOR THE RAILING POST AND CMP PIPE

AT ANY POST.

STAGGER RAIL SPLICES SO THAT A MAXIMUM OF TWO RAILS ARE SPLICED

THE COLOR OF THE PVC COATING WITH THE FOREST SERVICE.

BE GALVANIZED AND PVC COATED. THE CONTRACTOR SHALL COORDINATE

THE GABION BASKETS, LACING WIRE, STIFFENERS AND CONNECTORS SHALL

ALL ADJUSTMENTS PRIOR TO CONSTRUCTION OF THE WALL.

SHALL RECEIVE APPROVAL FROM THE OWNER’S REPRESENTATIVE FOR

FIELD ADJUSTMENT TO MEET EXISTING CONDITIONS. THE CONTRACTOR

THE GABION WALL LAYOUT SHOWN IS APPROXIMATE AND WILL REQUIRE

AND CAPACITY TO SUPPORT A BEARING PRESSURE LOAD OF 3000 PSF.

GEOTECHNICAL ENGINEER SHALL EVALUATE THE FOUNDATION FOR STABILITY

PROFESSIONAL ENGINEER SPECIALIZING IN GEOTECNICAL ENGINEERING. THE

THE CONTRACTOR SHALL HAVE THE FOUNDATION INSPECTED BY A LICENCED

BEARING AREA FOR THE GABION WALL TO BE PLACED.

ROCK SHALL THEN BE EXCAVATED AS REQUIRED TO PROVIDE A LEVEL

THE CONTRACTOR SHALL EXCAVATE DOWN TO THE TOP OF ROCK. THE

10’-0" 12’-0"

(HORIZONTAL) (HORIZONTAL)

LARGE STONE FILL

FOR DETAILS

DEVELOPMENT DRAWINGS

C.M. PIPE, SEE SITE

6.

B

S H

L D

R S

H L

D R

OF WALL STA. 15+90.30

C RAVINE AT FACE

"=1’-0"4

1SCALE:

ELEVATION A-A

DATUM EL. 519.00

1’-6"

L

12’-0" 6’-0" 6’-0"

EL. 533.00

EL. 534.50

EL. 536.00

EL. 531.50

EL. 530.00

EL. 527.00

EL. 524.00

EL. 521.00

3’-0" 1’-0"

7’-6"

6’-0"

EL. 521.00

GRADE

APPROX. EXISTING

FACE

EXCAVATE ROCK

TRAIL

C

GABION WALL

AT TOP OF ROCK FOR

EXCAVATE LEVEL SEAT

"=1’-0"4

1SCALE:

ELEVATION B-B

L 1’-0"

5’-0"

PROPOSED GRADE

GRADE

WALL TO MATCH EXISTING

FINAL GRADE IN FRONT OF

EXISTING GRADE

EXISTING GRADE

B

B

3’-0" 9’-0"

WALL

BACK FACE OF GABION

PROPOSED GRADE AT

EL. 537.50

FABRIC

GEOTEXTILE

1’-0"

MORE INFORMATION

THIS SHEET FOR

SEE RAILING DETAIL

EL. 530.50

STA. 15+90.30

@ FACE OF WALL

C RAVINE

C.M. PIPE

GRANULAR FILL

WITH SELECT

BACK FILL WALL

TRAIL BASE

6’-0" (3’)

(3’) (3’)

(3’) (3’)

(6’)

(6’)

(7.5’)

(7.5’)

BASKET

DEPTH OF

INDICATES

TO ELEV. 527.0

2’-6" LARGE STONE FILL

STONE FILL

LAYER LARGE

2’-6" THICK

6’-0"

AT THIS GABION

3" SET-BACK

ELIMINATE THE

TIE INTO EXISTING GRADE

WRAP FILL AROUND TO

3 SET BACK

(TYP. EA. LEVEL)

1’-0"

G A

B I O

N

B

S K

E T

S

B

S K

E

7’-6" 7’-6"6’-0"6’-0"7’-6"3’-0"6’-0"

"=1’-0"4

3SCALE:

TIMBER RAILING DETAIL

2x6 TOP PLATE

(TYP.)

OUTSIDE TRAVEL WAY

WITH NUT AND WASHER

CARRIAGE HEAD BOLT

�" DIA. x 8" LG.

(MAX.)

4’-0" O.C.

4x4 POST @

GRADE

FINAL

.C x

OF CONCRETE TO DRAIN

PIER, SLOPE TOP

12" DIA. CONCRETE

T Y

P

2x6 RAIL 2x6 RAIL

4x4 POST

CARRIAGE BOLTS

" DIA. x 8 LONG8 -52

RAIL SPLICE DETAIL

SCALE: 3"=1’-0"

CMP PIPE

(SEE NOTE 6)

GABION BASKET

EL. 530.50

"=1’-0"2

1SCALE:

PIPE PENETRATION DETAIL

PROJECTION

1’-6"

201003_S101_PLAN

S101

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

Drawing Title

Scale

Date

CAD File No.

Checked

Drawn

Drawing No.

Project

Date

Project Name

U E

R T

A

R

P D E

TMENT AOF

LUGRIC

No.

Revision/Issue

General Notes

5109.00PMW

MDM

AS SHOWN

CAYWOOD POINT

RECREATION AREA

GREEN MOUNTAIN &

FINGER LAKES NATIONAL FOREST

CHAD VAN ORMER

GREEN MOUNTAIN & FINGER LAKES NATIONAL FOREST

231 NORTH MAIN STREET

RUTLAND, VERMONT 05701

PLAN & DETAILS

PEDESTRIAN BRIDGE

18 27

MAY 26, 2010

Sheet of

R-9

EASTERN REGION

SECTION A-A

"=1’-0"4

3SCALE:

TIMBER STRINGER

BLOCKING / DIAPHRAGMS

(TYP.)

2x6 RAIL

(TYP.)

2X6 TOP PLATE

O.C. (MAX.)

4x4 POST @ 4’-0"

TIMBER DECK

T Y

P

.C x

6’-0"

CLEAR WIDTH

R A

V

IN

E C E

N T

R

F

L

L

ELEVATION B-B

EXISTING GRADE

APPROXIMATE

"=1’-0"8

3SCALE:

"=1’-0"8

3SCALE:

1+00

A

A

BB

B R I D

G

W I D

T H

C L

E A

R

L

STA. LINE

L

EL. 565.00EL. 565.00

STA. (A)1+02.00’

C BEARINGS

L L

(TYP.)

ROCK ANCHOR,

FINAL GRADE

GRADE

FINAL

STA. (A)1+02.00’

NORTH ABUTMENT

C BEARINGS

STA. (A)0+72.00’

SOUTH ABUTMENT

C BEARINGS

PEDESTRIAN BRIDGE

GENERAL PLAN

OF ROCK, (TYP.)

ESTIMATED TOP

30’-0" C TO C OF BEARINGS

STA. (A)0+72.00’

C BEARINGS

M I N

DIRECTLY ON ROCK

PLACE FOOTINGS

N

W

R

A I L

"=1’-0"4

3SCALE:

ABUTMENT PLAN

L

STA. (A)0+72.00 S. ABUT.

STA. (A)1+02.00 N. ABUT.

C BEARINGSL

C BEARINGSL

2’-9"

4’-6" 4’-6"

4’-0" 4’-0" 6"6"

C TRAIL

2’-9"

D

D

4’-0" S. ABUT.

2’-0" N. ABUT.

(TYP.)

ROCK ANCHOR,

C C

4’-0" N. ABUT.

2’-0" S. ABUT.

15’-0"

@ 12" O.C., E.F.

#4 BAR, CONT.

CONT.

#4@12" O.C., E.W., #4@12" O.C., E.F.

SECTION D-D

SCALE: 1"=1’-0"

9" 9"

6"1’-6"10"

C L

R

CLR.

1�" #4@12" O.C.

EL. TO BE DETERMINED

BY CONTRACTOR

C BRG.L

EL. 565.00 @ S. ABUT.

EL. 565.00 @ N. ABUT.

TOP OF ROCK

#4@12" O.C.

DEEP

ROCK ANCHOR x 20’-0"

DRILL & GROUT 1" DIA.

4’-6"

1’-8"

4" DIA.

C L

R

SCALE: 1"=1’-0"

6"

2’-0" N. ABUT.

4’-0" S. ABUT.

ELEVATION C-C

EL. 565.00 N. ABUT

EL. 565.00 S. ABUT

PLATE

6"x6"x1" ANCHOR

STRUCTURAL FILL

WITH SELECT

BACKFILL ABUTMENT

WEST SIDE

(EL. 562.50)

(EAST SIDE)

EL. 564.50

1.

2.

3.

4.

5.

6.

7.

8.

9.

NOTES:

PLATE AND BACKFILL WITH GROUT.

EQUIPMENT REQUIRED TO DRILL HOLE, SET ROCK ANCHOR WITH ANCHOR

COST FOR ROCK ANCHORS SHALL INCLUDE ALL LABOR, MATERIALS AND

STRENGTH OF 4000 PSI.

GROUT USED FOR THE ROCK ANCHOR INSTALLATION SHALL HAVE A

THE FINAL BOTTOM OF FOOTING ELEVATION.

THE ROCK ANCHOR SHALL BE DRILLED TO A DEPTH OF 20-FEET BELOW

ANCHOR BOLTS AS REQUIRED BY THE BRIDGE FABRICATOR.

THE CONTRACTOR SHALL BE RESONSIBLE FOR PROVIDING AND INSTALLING

ON THE SUPERSTRUCTURE DEPTH PROVIDED.

THE CONTRACTOR SHALL DETERMINE THE BRIDGE SEAT ELEVATION BASED

ADJUSTED BASED ON THE FINAL ELEVATION OF THE FOOTING.

THE ABUTMENT HEIGHT AND REINFORCING BAR LENGTHS SHALL BE

BEARING PRESSURE OF 3000 PSF.

FOUNDATION FOR STABILITY AND BEARING CAPACITY TO SUPPORT A

ENGINEERING. THE GEOTECHNICAL ENGINEER SHALL EVALUATE THE

LICENCED PROFESSIONAL ENGINEER SPECIALIZING IN GEOTECNICAL

THE CONTRACTOR SHALL HAVE THE FOUNDATION INSPECTED BY A

SHALL CONTACT THE OWNER FOR DIRECTION.

EXISTING GRADE. IF THE ACTUAL CONDITIONS DIFFER THE CONTRACTOR

THE TOP OF ROCK IS ESTIMATED TO BE LESS THAN 4-FEET BELOW

PLACED.

A LEVEL BEARING SURFACE FOR THE BRIDGE FOUNDATION TO BE

THE CONTRACTOR SHALL THEN EXCAVATE ROCK AS REQUIRED TO PROVIDE

THE CONTRACTOR SHALL EXCAVATE DOWN TO THE TOP OF ROCK.

201003_S200_PLAN

S200

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

Drawing Title

Scale

Date

CAD File No.

Checked

Drawn

Drawing No.

Project

Date

Project Name

U E

R T

A

R

P D E

TMENT AOF

LUGRIC

No.

Revision/Issue

General Notes

R-9

EASTERN REGION

5109.00PMW

MDM

AS SHOWN

CAYWOOD POINT

RECREATION AREA

GREEN MOUNTAIN &

FINGER LAKES NATIONAL FOREST

GREEN MOUNTAIN & FINGER LAKES NATIONAL FOREST

231 NORTH MAIN STREET

RUTLAND, VERMONT 05701

FOUNDATION PLAN

QUEEN’S CASTLE

19 27Sheet of

MAY 26, 2010

DETAIL

"=1’-0"2

1SCALE: 1

A

NEW TIMBER POST

DRILLED PIER

12" DIA.

FINAL GRADE

(M I N

GRANITE

AND GROUTED 3" INTO

EMBEDED 12" INTO PIER

�" DIA. ANCHOR ROD

THE CENTER

HOLE DRILLED THRU

" DIA.2

1POST BASE WITH 1

NEW 10"x10"x6" GRANITE

NEW POST

12" MIN. INTO CENTER OF

3" INTO GRANITE AND EPOXY

�" ANCHOR ROD, GROUT

LEVELING BASE

" MORTAR 2

DETAIL

SCALE: 1"=1’-0"

B

MESH

WELDED WIRE

@ FIREPLACE

USE 6-#4 BARS

3-#4 BARS, CONT.

EL. 448.75

4’-0" TO 5’-3" @ FIREPLACE

2’-0"

C L

R

#4 BAR @ 12" O.C.

"2

COV.

"=1’-0"2

1SCALE: 1

ANCHOR BOLT DETAIL

SLAB-ON-GRADE

STRUCTURE

BUILDING

QUEENS CASTLE NUT & WASHER �" & PLUG

REQUIRED), COUNTERSINK

WITH 6" EMBEDMENT (18

ANCHOR BOLT @ 4’-0" O.C.

" DIA. GALVANIZED2

NO SCALE

WWM

"4

SEALANT

BACKER ROD

CONTROL JOINT IN SLAB-ON-GRADE

"4

"-8

D

TOOLED JOINT

"=1’-0"2

1SCALE:

SLAB-ON-GRADE PLAN

"=1’-0"2

1SCALE:

SECTION A-A

A

A

T Y

P

TIMBER POST

(SEE NOTE 9)

SUB-BASE MATERIAL

6" MIN. STONE

FINAL GRADE

1.

2.

3.

4.

5.

6.

QUEENS CASTLE FOUNDATION NOTES:

T Y

P

6’-0"

BUILDING STRUCTURE

QUEENS CASTLE

FIREPLACE

THICK FOUNDATION

OUTLINE OF 15"

6" SUB-BASE MATERIAL

INSULATION AND MIN.

LIMITS OF 2" RIGID

THICKNESS

RIGID INSULATION 2"

FIREPLACE

6X6-W6.0xW6.0 WWM

4" SLAB-ON-GRADE WITH

T Y

P

DRILLED PIER

12" DIA.

EL.448.75

EXTERIOR WALLTHIS SHEET

SEE DETAIL A

THIS SHEET

SEE DETAIL B

DETAIL

SCALE: 1"=1’-0"

B

MESH

WELDED WIRE

18’-0"

4’-4" 6’-10"6’-10"

NOTE: = SEE NOTE 4

@ FIREPLACE

USE 6-#4 BARS

3-#4 BARS, CONT.

"=1’-0"2

1SCALE: 1

ANCHOR BOLT DETAIL

SLAB-ON-GRADE

STRUCTURE

BUILDING

QUEENS CASTLE

SLAB

EDGE OF FOUNDATION

EL. 448.75

7.

EXISTING FRAMING

EXACT LOCATION BASED ON

CONTRACTOR TO DETERMINE

BOLTS AT 4’-0" MAX. O.C.

" DIA. GALVANIZED ANCHOR2

THE CENTER

HOLE DRILLED THRU

" DIA.2

1POST BASE WITH 1

NEW 10"x10"x6" GRANITE

NEW POST

12" MIN. INTO CENTER OF

3" INTO GRANITE AND EPOXY

�" ANCHOR ROD, GROUT

NUT & WASHER �" & PLUG

REQUIRED), COUNTERSINK

WITH 6" EMBEDMENT (18

ANCHOR BOLT @ 4’-0" O.C.

" DIA. GALVANIZED2

NYSDOT STANDARD SPECIFICATION SECTION 304, SUB-BASE COURSE, TYPE 2.

STONE SUB-BASE SHALL BE A GRANULAR MATERIAL CONFORMING TO

THE VERTICAL PLANE.

" MEASURED FROM 2

1PROJECTIONS OR DEPRESSIONS GREATER THAN

THE SIDES AND BOTTOM SHALL BE SPLIT FACE AND SHALL HAVE NO

HAMMERED AND FINISHED TO APPROXIMATELY TRUE AND LEVEL PLANES.

THE TOP SURFACE OF THE GRANITE BLOCK SHALL BE SAWED OR

PRICE BID FOR CONCRETE.

ALL COST ASSOCIATED WITH DE-WATERING SHALL BE INCLUDED IN THE

PRIOR TO PLACING CONCRETE. THE FORMS SHALL BE WATER-TIGHT.

CONTRACTOR SHALL DE-WATER THE DRILLED PIER HOLES AS REQUIRED

BELOW EXISTING GRADE AT THE QUEENS CASTLE FOUNDATION. THE

THE WATER TABLE IS ESTIMATED TO BE APPROXIMATELY 2-FEET

UNDER THE POST.

DRILLED PIERS APPROPRIATELY. DRILLED PIERS SHALL BE CENTERED

POST ON THE QUEENS CASTLE STRUCTURE AND LOCATE THE NEW

CONTRACTOR SHALL FIELD MEASURE THE LOCATION OF THE EXISTING

SLAB SHALL BE GAIVANIZED.

BAR REINFORCEMENT AND WELDED WIRE MESH IN THE FOUNDATION

NEW FOUNDATION DIMENSIONS AS REQUIRED.

THE EXISTING QUEENS CASTLE STRUCTURE AND REVISE THE

THE CONTRACTOR SHALL FIELD MEASURE ALL DIMENSIONS OF

CURE PERIOD.

THE CONCRETE SHALL REMAIN WET DURING THE ENTIRE

CONCRETE FOUNDATION SHALL RECEIVE A 7-DAY WET CURE.

HIGHLOAD 40 INSULATION BOARD OR APPROVED EQUAL.

ON THE PLANS. THE INSULATION SHALL BE STYROFOAM

UNDER THE CONCRETE FOUNDATION TO THE LIMITS SHOWN

A MINIMUM OF 2" OF RIGID INSULATION SHALL BE PLACED

EXPOSED AGGREGATE FINISH.

STRENGTH OF 4000 PSI. CONCRETE SLAB SHALL HAVE AN

BE AIR-ENTRAINED CONCRETE WITH A MINIMUM 28 DAY

CONCRETE FOR THE QUEENS CASTLE FOUNDATION SHALL

8.

(12 LOCATIONS)

DRILLED PIER

GRANITE BLOCK WITH

4’-0" TO 5’-3" @ FIREPLACE

2’-0"

(TYP.)

CONTROL JOINT

SLAB

EDGE OF FOUNDATION

T Y

P

UP AT DOOR D9)

TOP COURSE (RAMP

4" CRUSHED STONE

8" BACKFILL MATERIAL

C L

R

#4 BAR @ 12" O.C.

"2

COV.

9.