Alaganik_Boat_Ramp_Final_Dwgs.pdf

SURVEY REFERENCE MONUMENT (RM) CONTROL TABLE

POINT NORTHING EASTING ELEVATION DESCRIPTION BEARING & DISTANCE ROM

BASIS OF COORDS. (RM 5)

RM 1 49962.33 49962.18 57.42

2" ALCAP REFERENCE

MONUMENT ON 5

8" REBAR S45° 06' 36"W, 53.38'

RM 2 50125.89 50020.48 58.44

2" ALCAP REFERENCE

MONUMENT ON 5

8" REBAR N9°14' 32"E, 127.54'

RM 4 50171.62 50152.92 56.77

2" ALCAP REFERENCE

MONUMENT ON 5

8" REBAR

N41° 42' 09"E, 229.86'

RM 5 50000.00 50000.00 59.19 DRILLED HOLE IN BOULDER NA, BASIS OF COORDS.

TETRA TECH EC, INC.

19803 North Creek Parkway Bothell, WA 98011

CHUGACH NATIONAL FOREST

CORDOVA RANGER DISTRICT

ALAGANIK SLOUGH

BOAT RAMP REPLACEMENT

EXISTING CONDITIONS PLAN

BIS

BIS/AJL

RMC05/28/2010

05/28/2010

05/28/2010

1 inch = 50 feet

GRAPHIC SCALE

NOTES:

1. THE BASIS OF BEARING FOR THIS

PROJECT IS S64°50'39" E, DIST.

10881.95, BASED ON GPS

OBSERVATIONS BETWEEN MONUMENT

POINTS 12 AND 11:

MONUMENT#11: FOUND 3-1/2" ALCAP

ON ALUMINUM ROD NEXT TO SIGN

"ALAGANIK BOAT LAUNCH SITE"

SOUTHWESTERLY OF THE INTERSECTION

OF "COPPER RIVER HIGHWAY" AND

"ALAGANIK ROAD". N 63112.965, E

41246.844, ELEVATION 101.58.

MONUMENT#12: FOUND ALCAP ON 5/8"

REBAR ON THE NORTH SIDE OF "COPPER

RIVER HIGHWAY" 100' ± SOUTH OF THE

BRIDGE OVER GLACIER RIVER. N

67738.6825, E 31396.9926, ELEVATION 96.76.

2. ELEVATIONS ARE BASED ON THE

ELLIPSOIDAL HEIGHT 28.420 (METERS,

NAD83) AT FEDERAL BASE NETWORK

CONTROL STATION FOUND AT THE MERLE

K SMITH AIRPORT (CDV) AND STAMPED

“CORD”, PID UW 8134. LOCATED AT

60°29'37.36545" (N);

145°28'31.52355" (W).

3. SURVEY DATA COLLECTED SEPTEMBER

22, 2009 to SEPTEMBER 25, 2009 BY

LARSEN CONSULTING GROUP.

4. PREDICTED 50-YR HIGH FLOW

ELEVATION IS 56.4 FT. PREDICTED 6-MO.

LOW-TIDE ELEVATION IS 47.5 FT. THESE

PREDICTIONS ARE PROVIDED FOR

INFORMATION ONLY. CONTRACTOR

SHALL VERIFY EXPECTED RANGE OF

WATER ELEVATIONS DURING PERIOD OF

CONSTRUCTION.

LEGEND:

EDGE GRAVEL SURFACE

EXISTING BOAT RAMP

(TO BE REMOVED)

VISITOR KIOSK

PIT TOILET

TRUCK & TRAILER PARKING

PICNIC AREA

CULVERTBOARDWALK TO

VIEWING PLATFORM

ALAGANIK

SLOUGH

WASTE

RECEPTACLE

APPROXIMATE TOP

OF BANK AND 50-YR

HIGH WATER ELEV.

(SEE NOTE 4.)

APPROXIMATE

BOTTOM OF BANK

TURNAROUND

AREA

TP 1 SOIL TEST PIT

LOCATIONS

PROPOSED LOCATION

OF REPLACEMENT

BOAT RAMP (SEE SHEET 3)

WOODEN

BOLLARDS

BASIS OF COORDINATES

(DRILLED HOLE IN BOULDER)

BASIS OF

COORDINATES

RM 1

RM 5

REFERENCE

MONUMENT

FACILITY ENTRANCE

(3.2 MILES TO

COPPER RIVER HIGHWAY)

(direction of flow)

APPROXIMATE

6-MO. LOW WATER

ELEVATION

(SEE NOTE 4.)

at left

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C A D P R C N T F I N A L E x i s t C o n d d w g

A M

1 inch = 50 feet

GRAPHIC SCALE

NOTES:

1. STRIP EXISTING VEGETATION

AND SOIL TO 6-INCHES BELOW

GROUND SURFACE IN PARKING

AREA, AND TO 8-INCH DEPTH IN

BOAT RAMP APPROACH (STA.

0+37.18 TO 0+51.18) PER

PROFILE. PLACE GEOTEXTILE

SEPARATION LAYER AND TYPE D-1

CRUSHED AGGREGATE. SHAPE

AND COMPACT NEW MATERIAL TO

MATCH EXISTING PARKING GRADE

AND PROVIDE FOR POSITIVE

DRAINAGE.

2. BOARDWALK TO BE REMOVED

AND REPLACED UNDER SEPARATE

CONTRACT. CONTRACTOR TO

COORDINATE WITH ADJACENT

WORK ACTIVITIES.

3. REMOVE, PROTECT, AND

RE-INSTALL EXISTING SIGNS AS

REQUIRED.

4. BASE BID INCLUDES NEW RAMP

CONSTRUCTION ONLY. ADDITIVE

ITEMS INCLUDE PARKING LOT

WIDENING, BOULDERS, PLANTING,

AND ACCESSIBLE LOADING

PLATFORM. SEE BID FORM.

EDGE GRAVEL SURFACE

EXISTING VISITOR KIOSK EXISTING PIT TOILET

PICNIC AREA

TO REMAIN

BOARDWALK TO

VIEWING PLATFORM

(SEE NOTE 2)

APPROXIMATE

TOP OF BANK

APPROXIMATE

BOTTOM OF BANK

SEE NOTE 1

DISTURBED AREAS BETWEEN TOP OF

BANK AND GRAVEL LOT TO BE

REPLANTED WITH NATIVE PLANT

SPECIES (SEE DETAILS, SHEET 13)

ALAGANIK SLOUGH

0+37.18

BEGIN CONSTRUCTION

NORTHING: 50000.24

EASTING: 50076.15

LIMITS OF GRADING

AND RIPRAP

3:1 3:1

ALL EXISTING CONCRETE BOAT

RAMP PLANKS TO BE REMOVED

UPON COMPLETION OF NEW RAMP

A

SECTION ID.

SHEET NO.

TETRA TECH EC, INC.

19803 North Creek Parkway Bothell, WA 98011

CHUGACH NATIONAL FOREST

CORDOVA RANGER DISTRICT

ALAGANIK SLOUGH

BOAT RAMP REPLACEMENT

PROPOSED SITE PLAN

SFL

MJS

SO/REV09/07/2011

09/07/2011

09/07/2011

ACCESSIBLE

LOADING

PLATFORM

(SEE SHEET 6)

2+02.26

END CONSTRUCTION

NORTHING: 49837.84

EASTING: 50047.14

(direction of flow)

LEGEND:

POTENTIAL PICNIC SITE

(NOT IN CONTRACT)

PLACE 3'x3'x3' FLAT-BOTTOMED BOULDERS, SPACED 10' O.C. TYP., 69 TOTAL. SEE DETAIL, SHEET 9. CONTRACTING OFFICER TO APPROVE

FIELD LAYOUT PRIOR TO PLACEMENT.

PROVIDE AND INSTALL STANDARD "KEEP

RIGHT" SIGN NO. R4-7 (18"X24") & POST

BEHIND BOULDER IN ACCORDANCE WITH

2009 MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES (MUTCD).

at left

DRAINAGE ARROW

CULVERT

TO REMAIN

PROPOSED BOAT RAMP

CENTERLINE

POTENTIAL KIOSK

(NOT IN CONTRACT)

PARKING LOT HORIZONTAL CONTROL TABLE

POINT POINT DESCRIPTION NORTHING EASTING

1 MATCH 49965.31 49957.17

2 1/4 Δ 49996.55 49966.81

3 1/2 Δ 50027.10 49978.41

4 3/4 Δ 50056.86 49991.93

5 MATCH 50085.71 50007.31

6 MATCH 49983.69 50089.88

7 1/4 Δ 50018.46 50108.15

8 1/2 Δ 50059.49 50116.78

9 3/4 Δ 50101.28 50113.51

10 MATCH 50135.23 50101.37

11 TRAFFIC DIVIDER BOULDER 50129.43 50070.60

12 TRAFFIC DIVIDER BOULDER 50105.31 50052.26

13 TRAFFIC DIVIDER BOULDER 50099.11 50075.47

TYPE D-1 CRUSHED AGREGATE

PRE-CAST CONCRETE BOAT RAMP PLANKS

CONCRETE SIDEWALK

REPLANTING AREA

RIP RAP

STA0+

STA

1+

1 inch = 20 feet

NOTES:

1. SUBGRADE SHALL BE

STRIPPED OF VEGETATION

AND ORGANICS AND

EXCAVATED TO THE

DESIGN SUBGRADE.

EXPOSED SUBGRADE

SHALL BE STABILIZED WITH

GEOTEXTILE, THEN

BACKFILLED WITH ROCK

BORROW MATERIAL TO

CREATE COMPETENT

SURFACE TO ACCEPT BASE

COURSE MATERIAL.

OBTAIN CONTRACTING

OFFICER'S ACCEPTANCE

OF SUBGRADE PRIOR TO

PLACING GEOTEXTILE AND

BACKFILL MATERIAL.

SURVEY SUBGRADE AND

BACKFILL MATERIALS PER

THE SPECIFICATIONS.

ANCHOR GEOTEXTILE PER

MANUFACTURER'S

RECOMMENDATIONS.

2. LOWEST THREE PLANKS

TO BE INSTALLED AT 1

(VERT) : 3 (HORIZ) SLOPE

AND BURIED WITH RIPRAP

AS SHOWN.

LEGEND:

2X VERTICAL EXAGGERATION (1"=10')

TETRA TECH EC, INC.

19803 North Creek Parkway Bothell, WA 98011

CHUGACH NATIONAL FOREST

CORDOVA RANGER DISTRICT

ALAGANIK SLOUGH

BOAT RAMP REPLACEMENT

PROPOSED BOAT RAMP PROFILE

SFL

MJS

SO/REV09/07/2011

09/07/2011

09/07/2011

-13.00 %

0%

LIMITS OF

GEOTEXTILE

PLACEMENT

(ALSO SEE

SHEET 5)

at left

1 inch = 10 feet

NOTES:

1. EXPOSED SUBGRADE SHALL BE

STABILIZED WITH GEOTEXTILE AND

BACKFILLED WITH 2' MIN. LAYER ROCK

BORROW MATERIAL, COMPACTED WITH

HEAVY CONSTRUCTION EQUIPMENT TO

CREATE COMPETENT STABLE SURFACE

IF DELETERIOUS MATERIALS (EG. PEAT

OR HIGHLY ORGANIC SILT OR CLAY) ARE

EXPOSED IN SUBGRADE, THEY SHALL BE

OVER-EXCAVATED AND REPLACED WITH

COMPACTED ROCK BORROW. ANCHOR

GEOTEXTILE AT TOP OF SLOPE PER

MANUFACTURER'S RECOMMENDATIONS.

2. SLOPE AREAS SHALL BE STRIPPED OF

LOOSE MATERIALS, VEGETATION AND

ORGANICS. SUBGRADE SHALL BE

STABILIZED WITH GEOTEXTILE PRIOR TO

PLACEMENT OF RIPRAP SLOPE

PROTECTION.

3. 2' LAYER BASE COURSE,

ENCAPSULATED WITH GEOTEXTILE. AT

CONTRACTING OFFICER'S DISCRETION,

THE TOP 3" OF BASE COURSE MAY BE

SUBSTITUTED WITH TYPE D-1 CRUSHED

AGGREGATE.

LEGEND:

2X VERTICAL EXAGGERATION (1"=5')

CL

CL

NOTE: FOR DETAILS NOT

SHOWN, SEE TYPICAL

SECTION A.

1.5

TETRA TECH EC, INC.

19803 North Creek Parkway Bothell, WA 98011

CHUGACH NATIONAL FOREST

CORDOVA RANGER DISTRICT

ALAGANIK SLOUGH

BOAT RAMP REPLACEMENT

TYPICAL RAMP SECTIONS

SFL

MJS

SO/REV09/07/2011

09/07/2011

09/07/2011

1 inch = 10 feet at left

TETRA TECH EC, INC.

19803 North Creek Parkway Bothell, WA 98011

CHUGACH NATIONAL FOREST

CORDOVA RANGER DISTRICT

ALAGANIK SLOUGH

BOAT RAMP REPLACEMENT

LOADING PLATFORM PLAN

SFL

MJS

SO/REV09/07/2011

09/07/2011

09/07/2011

TYPE D-1 CRUSHED AGREGATE

PRE-CAST CONCRETE BOAT RAMP PLANKS

CONCRETE SIDEWALK

LEGEND:

17'-2"

5' -6

8'-10"

9' -8

1' -4

26'-0"

5' -0

3" Ø DRAIN HOLE

AT BASE (SEE NOTE 1)

1' -0

W

A

LL

TH

IC

KN

ES

S (T

YP

HANDRAIL

SEE SHEETS 5 AND 6

FOR DETAILS

5'-0"1'-0"

1'-4"

5' -2

1' -2

1'-0"

#4 @18

EW

4'-2"

2"

CLEAR

COVER (TYP)

#5@24

(TYP)

#4 @36

R=9" #5@24

#5@24

3" C

LE

A R

C O

V

ER

(T

YP

1'-10" 11"

(TYP)

#4 (QTY 7)

RAMP

PLANK

V A

R

IE

S

5'-0"

5' -2

1'

-2

1'-0" #4 @18

EW

9'-8"

2"

CLEAR

COVER (TYP)

#5@24

(TYP)

#4 @36

R=9"

#5@24

#5@24

3" C

LE

A R

C O

V

ER

(T

YP

1'-4"

(TYP)

8"

(TYP)

#4@24

2' LAYER

ROCK BORROW

(TYP)

V A

R

IE

S

RAMP

PLANK

2' LAYER

ROCK BORROW

(TYP)

6" TYPE D-1

CRUSHED AGGREGATE

(TYP)

NOTES:

1. INSTALL (2) 3"Ø PVC

SCHEDULE 80 PIPE,

EXTEND THE PIPE UNDER

RAMP AT 1% SLOPE TO

DAYLIGHT IN RIPRAP.

COVER THE DRAIN HOLE

WITH GEOTEXTILE. EXTEND

GEOTEXTILE MINIMUM 1FT

AROUND OPENING.

4' -2

"1' -1

0" 1'

-4

FOREST SERVICE

R-10

ALASKA REGION

U.S. DEPARTMENT OF AGRICULTURE

TETRA TECH EC, INC.

19803 North Creek Parkway Bothell, WA 98011

CHUGACH NATIONAL FOREST

CORDOVA RANGER DISTRICT

ALAGANIK SLOUGH

BOAT RAMP REPLACEMENT

RETAINING WALL DETAILS (1)

SFL

MJS

SO/REV09/07/2011

09/07/2011

09/07/2011

13at left

HANDRAIL NOT SHOWN FOR CLARITY

CANTILEVER

RETAINING WALL

DETAILS

TETRA TECH EC, INC.

19803 North Creek Parkway Bothell, WA 98011

CHUGACH NATIONAL FOREST

CORDOVA RANGER DISTRICT

ALAGANIK SLOUGH

BOAT RAMP REPLACEMENT

RETAINING WALL DETAILS (2)

BIS

AJL

RMC05/28/2010

05/28/2010

05/28/2010

GRAPHIC SCALE: NOT TO SCALE

NOTE:

ALASKA DEPARTMENT OF

TRANSPORTATION AND

PUBLIC FACILITIES DETAIL

PROVIDED FOR

REFERENCE ONLY.

CONFIRM LATEST VERSION

IS USED FOR

CONSTRUCTION.

at left

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C A D P R C N T F I N A L D e t a i l s R e t a i n i n g W a l l d w g

4" WIDE, SMOOTH

TROWELED PERIMETER

3/8" TO

1/2" R.

3/8" TO

1/2" R.

EXPANSION JOINT IN

SIDEWALK (E)

CONTRACTION JOINT

IN SIDEWALK (C)

PREMOLDED

JOINT FILLER

M

IN

" M

IN

3'X3'X3' FLAT-BOTTOMED

BOULDER, TYP.

TYPE D-1 CRUSHED

AGGREGATE

ROAD OR PARKING

LOT SURFACING

FINISH

GRADE

10' ON CENTER

TYP.

TETRA TECH EC, INC.

19803 North Creek Parkway Bothell, WA 98011

CHUGACH NATIONAL FOREST

CORDOVA RANGER DISTRICT

ALAGANIK SLOUGH

BOAT RAMP REPLACEMENT

SIDEWALK AND BOULDER DETAILS

BIS

AJL

RMC05/28/2010

05/28/2010

05/28/2010

GRAPHIC SCALE: NOT TO SCALE

at left

CONCRETE SIDEWALK DETAILS

BOULDER DETAILS

SECTION VIEW

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C A D P R C N T F I N A L D e t a i l s S i d e w a l k a n d

B o u l d e r s d w g

CORNER

POST

END

POST

FINISH

GRADE

FRONT VIEW

RAIL

RAIL

DIMENSION AS SHOWN

ON PLAN (TYP.)

THREE RAIL

HANDRAIL

WELD (SEE GENERAL

NOTE 2)

BOLT DOWN CONNECTION

(SEE SIDE VIEW)

FINISH GRADE

(SIDEWALK)

BOLT DOWN

CONNECTION. MOUNT

SYMMETRICALLY ON TOP

OF WALL.

(SEE SHEET 11)

SIDE VIEW

(ON STRUCTURE)

NOTES:

2% MAX. 4"

CANTILEVER

RETAINING

WALL

1. HANDRAIL DETAILS ARE BASED ON UNITED STATES ACCESS BOARD (AND

FOREST SERVICE OUTDOOR RECREATION ACCESSIBILITY GUIDELINES)

STANDARDS.

2. SEE SHEET 11 FOR WELD DETAILS.

3. SEE SHEET 11 FOR ANCHOR PLATE FOR BOLT DOWN CONNECTION DETAILS.

4. HOT-DIP GALVANIZE ALL PARTS AFTER FABRICATION.

5. SEE SHEET 11 FOR APPROVED POST AND RAIL MATERIALS.

RAIL 6" RADIUS

TETRA TECH EC, INC.

19803 North Creek Parkway Bothell, WA 98011

CHUGACH NATIONAL FOREST

CORDOVA RANGER DISTRICT

ALAGANIK SLOUGH

BOAT RAMP REPLACEMENT

HANDRAIL DETAILS (1)

BIS

AJL

RMC05/28/2010

05/28/2010

05/28/2010

GRAPHIC SCALE: NOT TO SCALE

at left

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C A D P R C N T F I N A L D e t a i l s H a n d R a i l d w g

ANCHOR PLATE FOR BOLT DOWN CONNECTION

TETRA TECH EC, INC.

19803 North Creek Parkway Bothell, WA 98011

CHUGACH NATIONAL FOREST

CORDOVA RANGER DISTRICT

ALAGANIK SLOUGH

BOAT RAMP REPLACEMENT

HANDRAIL DETAILS (2)

SFL

MJS

SO/REV09/07/2011

09/07/2011

09/07/2011

GRAPHIC SCALE: NOT TO SCALE

at left

ALL HANDRAIL (POSTS, RAILS) SHALL BE 1 1/2"Ø PIPE SCHEDULE 40

8"

CL

TETRA TECH EC, INC.

19803 North Creek Parkway Bothell, WA 98011

CHUGACH NATIONAL FOREST

CORDOVA RANGER DISTRICT

ALAGANIK SLOUGH

BOAT RAMP REPLACEMENT

CONCRETE BOAT RAMP PLANK DETAILS

SFL

MJS

SO/REV09/07/2011

09/07/2011

09/07/2011

GRAPHIC SCALE: NOT TO SCALE

4" CHAMFER (TYP)

STIRRUPS AND REBAR SPACED PER

MANUFACTURER'S

RECOMMENDATIONS FOR PLANK

DIMENSIONS (TYP)

8"X8" ALASKA YELLOW CEDAR

CURB, 3" GAP BETWEEN TIMBER

AND TOP OF PLANK (TYP)

SUBGRADE PREPARED IN

ACCORDANCE WITH SHEETS 4&5

AND THE CONTRACT SPECIFICATIONS

SIDE-VIEW

STAINLESS STUD END

FITTING (FOR CABLE

TERMINATION)

4"x4"x1/4" STAINLESS

STEEL PLATE WITH

1"-DIAMETER HOLE

DRILLED IN CENTER

1" THICK X 6" X 6" SQUARE

SKIRTBOARD RUBBER SPACER

WITH 3/4" DIAMETER HOLE

DRILLED IN CENTER FOR WIRE

ROPE

5/8" DIAMETER 6 X 19

TYPE 304 STAINLESS

STEEL WIRE ROPE

1 1/2" DIAMETER PVC

PIPE SLEEVE FOR

ROUTING WIRE ROPE

16'

8"X8" ALASKA

YELLOW CEDAR

CURB (TYP)

4' (TYP)

1 1/2" PVC PIPE

SLEEVE FOR

ROUTING WIRE

ROPE

1'-11" (TYP)

11-1/2" (TYP)

60°

PLAN-VIEW

3" X 6" x 8" ALASKA YELLOW

CEDAR SPACER

90°

1" (TYP)

TYPICAL

V-GROOVE

DETAIL

V-GROOVE

5/8" HOT-DIP GALVANIZED BOLTS, COUNTERSUNK

IN WOOD AND CONCRETE PLANKS.

THE 58" Ø ANCHORS MAY BE PRECAST INTO THE

PLANKS OR POST-INSTALLED CONCRETE ANCHORS

MAY BE USED (ALL THREAD)

at left

GEOTEXTILE (SEE SHEETS 4 & 5)

LAP SPLICE (TYP) BETWEEN

ADJACENT TIMBERS AS

NEEDED.

8" TYP

4" (TYP)

FOR LIMITS OF CURBING, SEE

TYPICAL SECTION A, SHEET 5.

PRE-CAST

CONCRETE

PLANK

SHRUB, TREE, AND GROUND COVER PLANTING DETAIL

BACKFILL WITH TOPSOIL

SEE NOTE

SPREAD ROOTS OUT

EMERGENT PLANTING DETAIL

PLANTING HOLE 3 TIMES

THE ROOT SPREAD

BREAK UP ROOTBALL OF CONTAINER PLANTS,

INCLUDING PLUGS PRUNE CIRCLING ROOTS

3 TIMES

THE ROOT SPREAD

ROOT

DEPTH

UPPERMOST ROOT SHALL BE NO MORE THAN

1" BELOW SOIL SURFACE

MOUND SOIL TO FORM WATERING WELL AT

DRIPLINE OF EACH PLANT

NON-SYNTHETIC FIBER JUTE MAT (OR CLEAN WOOD

MULCH) AS APPROVED BY THE OWNER TO PROVIDE

TEMPORARY EROSION AND SEDIMENT CONTROL

DURING PLANT ESTABLISHMENT. MULCH MATERIALS, IF

USED, SHALL BE FEATHERED TO BASE OF PLANT.

INSTALL PLANT

VERTICALLY

EXISTING SOIL

EXISTING SOIL

UPPERMOST ROOT SHALL BE NO MORE

THAN 1" BELOW SOIL SURFACE

BREAK UP ROOTBALL OF CONTAINER

PLANTS, PRUNE CIRCLING ROOTS

TETRA TECH EC, INC.

19803 North Creek Parkway Bothell, WA 98011

CHUGACH NATIONAL FOREST

CORDOVA RANGER DISTRICT

ALAGANIK SLOUGH

BOAT RAMP REPLACEMENT

PLANTING DETAILS

BIS/WDB

BIS/JBC

RMC05/28/2010

05/28/2010

05/28/2010

13at left

PLANT MATERIAL SCHEDULE

COMMON

NAME SCIENTIFIC NAME PERCENT

COMPOSITION

DENSITY PER AREA

REVEGETATED *

TOTAL PLANTS

NEEDED

SITKA SPRUCE PICEA SITCHENSIS 8 1 1

SITKA ALDER

ALNUS CRISPA

SSP. SINUATA 17 2 2

WILLOWS

SALIXSPP. (AS

AVAILABLE) 50 6 5

SWEETGALE MYRICA GALE 25 3 2

TREE/SHRUB TOTAL 100 12 12

* APPROXIMATELY 500 SQUARE FEET

SEED MIX AND APPLICATION RATES

COMMON

NAME

SCIENTIFIC NAME PERCENT

COMPOSITION

POUNDS PER AREA

REVEGETATED *

TOTAL POUNDS

NEEDED

BLUEJOINT

REEDGRASS

CALAMAGROSTIS

CANADENSIS 67 0.2 0.2

SITKA SEDGE CAREX SITCHENSIS 33 0.1 0.1

TOTAL 100 0.3 0.3

* APPROXIMATELY 500 SQUARE FEET

NOTES:

1. TREES AND SHRUBS SHALL BE PLANTED AT APPROXIMATELY 8 FEET ON CENTER.

2. SEED MIXTURES SHALL BE APPLIED TO BARE SOIL AT A RATE OF 30 POUNDS

PER ACRE.

3. SEED MIXTURES SHALL BE CERTIFIED “WEED-FREE.”

4. THE USE OF MULCH, FERTILIZER, ORGANIC SOIL TACKIFIERS, OR THE METHODS

THAT WOULD BE USED TO APPLY SEED MIXTURES SHALL BE APPROVED BY THE

FOREST SERVICE PRIOR TO USE.

P

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C A D P R C N T F I N A L D e t a i l s P l a n t i n g s d w g