L

A

K

E

E

L

M

O

D

R

I

V

E

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

U

G

P

U

G

P

U

G

P

U

G

P

U

G

P

U

G

P

U

G

P

U

G

P

U

G

P

U

G

P

U

G

P

U

G

P

U

G

P

U

G

P

U

G

P

U

G

P

W

W

W

W

W

W

W

W

W

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

3

2

0

3

3

2

0

5

3

1

9

6

3

2

0

0

3

2

0

2

3

2

0

4

3

1

9

8

3

2

0

0

3

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AD

IN

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9/10/2021

EM

MV

FWP#21-21

2021 LAND DESIGN, INC.

L3.3

C. F

LU

MIN

EA

E

RA

DIC

AT

IO

N, F

IS

HE

RIE

S &

P

AR

KS

- B

IL

LIN

GS

, M

T

FW

P#21-21 L

AK

E E

LM

O P

RO

JE

CT

GRADING PLAN

NORTHEAST BANK

N

0 feet100

1" = 50'

50 150 200

EXISTING PATHWAY

3205.66 TW

3204.50 BW

3203.50 BR

3205.66 TW

3204.50 BW

3203.50 BR

3205.66 TW

3204.50 BW

3203.50 BR

3205.66 TW

3204.50 BW

3203.50 BR

EXISTING PARKING LOT

W

A

T

E

R

S

U

R

F

A

C

E

3

2

0

4

.

5

EXISTING RESTROOMS

TO REMAIN

EXISTING SHELTER

TO REMAIN

EXISTING WATER EDGE

R

O

L

L

I

N

G

H

I

L

L

S

D

R

I

V

E

EXISTING SIDEWALK

239

3208

3206

3204

3

2

0

2

3200

3204

3206

3

2

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8

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9/10/2021

EM

MV

FWP#21-21

2021 LAND DESIGN, INC.

L3.4

C. F

LU

MIN

EA

E

RA

DIC

AT

IO

N, F

IS

HE

RIE

S &

P

AR

KS

- B

IL

LIN

GS

, M

T

FW

P#21-21 L

AK

E E

LM

O P

RO

JE

CT

GRADING PLAN

WEST JETTY

N

0 feet20

1" = 10'

10 30 40

3208.5

3208.25

0.25%

WA

TE

R S

UR

FA

CE

3204.5

EXISTING PATH

EXISTING WATER EDGE

240

X

X

X

X

X

X

X

X

X

X

3

2

0

7

3

2

0

5

3203

3207

3

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5

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9/10/2021

EM

MV

FWP#21-21

2021 LAND DESIGN, INC.

L3.5

C. F

LU

MIN

EA

E

RA

DIC

AT

IO

N, F

IS

HE

RIE

S &

P

AR

KS

- B

IL

LIN

GS

, M

T

FW

P#21-21 L

AK

E E

LM

O P

RO

JE

CT

GRADING PLAN

WEST BANK

N

0 feet100

1" = 50'

50 150 200

PROPOSED WATER EDGE

PROPOSED WATER EDGE

EXISTING DOG PARK

3208 TW

3203.5 BW

3202.6 BR

3208 TW

3203.5 BW

3202.6 BR

WATER ELEVATION: 3204.50'

EXISTING WATER EDGE

MATCHLINE

W

A

T

E

R

S

U

R

F

A

C

E

3

2

0

4

.5

EXISTING WATER EDGE

241

3

2

1

0

3

2

0

8

3

2

0

6

3

2

0

4

3

2

0

2

3

2

0

0

3

1

9

8

3

1

9

6

3

2

1

0

3

2

0

8

3

2

0

6

3

2

0

4

3

2

0

2

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LA

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9/10/2021

EM

MV

FWP#21-21

2021 LAND DESIGN, INC.

L3.6

C. F

LU

MIN

EA

E

RA

DIC

AT

IO

N, F

IS

HE

RIE

S &

P

AR

KS

- B

IL

LIN

GS

, M

T

FW

P#21-21 L

AK

E E

LM

O P

RO

JE

CT

GRADING PLAN

SOUTH JETTY

N

0 feet100

1" = 50'

50 150 200

FILL SOURCE AREA

3205.57

3

.

4

%

3210.19

WATER ELEVATION: 3204.50'

EXISTING BUILDING

W

A

T

E

R

S

U

R

F

A

C

E

3

2

0

4

.

5

EXISTING WATER EDGE

EXISTING PATH

242

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

U

G

P

U

G

P

U

G

P

F

O

F

O

F

O

FO

FO

F

O

F

O

F

O

S

S

S

S

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

3

1

9

7

3

1

9

5

3

1

9

3

3

1

9

1

3

1

9

9

3

2

0

1

3

2

0

3

3

2

0

5

3

2

0

7

3

2

0

9

3

2

1

1

3

1

9

7

3

1

9

5

3

1

9

3

3

1

9

9

3

2

0

1

3

2

0

3

3

2

0

5

3

2

0

7

3

1

9

6

3

1

9

8

3

2

0

0

3

2

0

2

3

2

0

4

3

1

9

8

3

2

0

0

3

2

0

2

3

2

0

4

3206

3208

3206 3

204

3

2

0

2

3200

3207 3

2

0

5

3203

3

2

0

7

3

2

0

5

3203

3

2

1

0

3

2

0

8

3

2

0

6

3

2

0

4

3

2

0

2

3

2

0

0

3

1

9

8

3

1

9

6

3

2

1

0

3

2

0

8

3

2

0

6

3

2

0

4

3

2

0

2

3204

3206

3

2

0

8

3

2

0

2

3

2

0

3

L

A

K

E

E

L

M

O

D

R

IV

E

L

A

K

E

E

L

M

O

D

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I

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PL

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LL

9/10/2021

EM

MV

FWP#21-21

2021 LAND DESIGN, INC.

L4.0

C. F

LU

MIN

EA

E

RA

DIC

AT

IO

N, F

IS

HE

RIE

S &

P

AR

KS

- B

IL

LIN

GS

, M

T

FW

P#21-21 L

AK

E E

LM

O P

RO

JE

CT

PLANTING PLAN

OVERALL

N

0 feet100

1" = 50'

50 150 200

SITE NOTES

1. SITE BASE INFORMATION AS PROVIDED BY OTHER, MAY NOT

DEPICT ACTUAL SITE CONDITIONS. CONTRACTOR SHALL VERIFY

ALL QUANTITIES, MEASUREMENTS, AND ELEVATIONS WITH ON SITE

CONDITIONS.

2. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR

TO EXCAVATION. CALL FOR UTILITY LOCATES PRIOR TO

COMMENCING WORK.

3. THE CONTRACTOR SHALL WARRANTY ALL CONTRACTED WORK

AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL

COMPLETION HAS BEEN ISSUED BY THE OWNER'S

REPRESENTATIVE FOR THE ENTIRE PROJECT UNLESS OTHERWISE

SPECIFIED IN THE CONTRACT DOCUMENTS OR SPECIFICATIONS.

4. GENERAL CONTRACTOR SHALL ENSURE THAT THE LANDSCAPE

PLAN IS COORDINATED WITH THE PLANS DONE BY OTHER

CONSULTANTS TO ENSURE THE PROPOSED GRADING, STORM

DRAINAGE, OR OTHER CONSTRUCTION DOES NOT CONFLICT NOR

PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE

ELEMENTS ON THIS PLAN.

5. CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, ROADS AND

STREETS, AND STRUCTURES, REPAIR BACK TO ORIGINAL

CONDITION IF DAMAGE HAS OCCURRED DURING CONSTRUCTION.

CONTRACTOR TO PROTECT ALL EXISTING LANDSCAPE AND

IRRIGATION ON ADJACENT PROPERTIES.

6. CONTRACTOR SHALL COORDINATE INSTALLATION OF SLEEVING

FOR IRRIGATION IMPROVEMENTS PRIOR TO INSTALLATION OF ALL

PAVING. REFER TO IRRIGATION PLANS FOR SIZES AND LOCATIONS.

7. LOCATION OF TREES, BOULDERS, AND TRAIL ALIGNMENT TO BE

FIELD APPROVED BY LANDSCAPE ARCHITECT PRIOR TO

PLACEMENT AND INSTALLATION.

L4.1

L4.2

L4.3

L4.4

L4.5

L4.6

LANDSCAPING

SYMBOL DESCRIPTION QTY DETAIL

DRYLAND SEED MIX 48,667 SF

REFERENCE NOTES SCHEDULE

DRYLAND SEED MIX

Species Lbs PLS/Acre

Slender Wheatgrass 2

Western Wheatgrass 3

Thickspike Wheatgrass 2.5

Bluebunch Wheatgrass 2.5

Green Needlegrass 2

Western Yarrow 0.5

ADD ALTERNATE A

ADD ALTERNATE B

ADD ALTERNATE C

243

S

S

S

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

3

1

9

9

3

2

0

1

3

2

0

3

3

2

0

5

3

2

0

7

3

2

0

9

3

2

1

1

L

A

K

E

E

L

M

O

D

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G P

LA

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B

AN

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9/10/2021

EM

MV

FWP#21-21

2021 LAND DESIGN, INC.

L4.1

C. F

LU

MIN

EA

E

RA

DIC

AT

IO

N, F

IS

HE

RIE

S &

P

AR

KS

- B

IL

LIN

GS

, M

T

FW

P#21-21 L

AK

E E

LM

O P

RO

JE

CT

PLANTING PLAN

SOUTHEAST BANK

N

PROPOSED WATER EDGE

FISH WILDLIFE AND PARKS OFFICE

0 feet40

1" = 20'

20 60 80

LANDSCAPING

SYMBOL DESCRIPTION QTY DETAIL

DRYLAND SEED MIX 10,949 SF

REFERENCE NOTES SCHEDULE EAST BANK

EXISTING WATER EDGE

L4.2

EXISTING FENCE

FUTURE ACCESS N.I.C.

DO NOT DISTURB AREA.

RECLAIM STAGING

AND ACCESS AS

REQUIRED.

EXISTING PATH

NEW CONCRETE PATH

244

U

G

P

UG

P

UG

P

U

G

P

F

O

F

O

F

O

F

O

F

O

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

3

1

9

7

3

1

9

5

3

1

9

3

3

1

9

9

3

2

0

1

3

1

9

7

3

1

9

5

3

1

9

3

3

1

9

9

3

2

0

1

3

2

0

3

3

2

0

5

3

2

0

7

3

1

9

8

3

2

0

0

3

2

0

2

3

2

0

4

3

2

0

3

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PL

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LA

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9/10/2021

EM

MV

FWP#21-21

2021 LAND DESIGN, INC.

L4.2

C. F

LU

MIN

EA

E

RA

DIC

AT

IO

N, F

IS

HE

RIE

S &

P

AR

KS

- B

IL

LIN

GS

, M

T

FW

P#21-21 L

AK

E E

LM

O P

RO

JE

CT

PLANTING PLAN

EAST BANK

N

EXISTING WATER EDGE

PROPOSED WATER EDGE

0 feet40

1" = 20'

20 60 80

L3.1

LANDSCAPING

SYMBOL DESCRIPTION QTY DETAIL

DRYLAND SEED MIX 23,875 SF

REFERENCE NOTES SCHEDULE EAST BANK

EXISTING SHELTER

TO REMAIN

EXISTING PATH

TO REMAIN

NEW CONCRETE PATH

245

3

1

9

6

3

1

9

8

3

2

0

0

3

2

0

2

3

2

0

4

3

1

9

8

3

2

0

0

3

2

0

2

3206

3

2

0

3

L

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E

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PL

AN

TIN

G P

LA

N N

OR

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EA

ST

B

AN

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9/10/2021

EM

MV

FWP#21-21

2021 LAND DESIGN, INC.

L4.3

C. F

LU

MIN

EA

E

RA

DIC

AT

IO

N, F

IS

HE

RIE

S &

P

AR

KS

- B

IL

LIN

GS

, M

T

FW

P#21-21 L

AK

E E

LM

O P

RO

JE

CT

PLANTING PLAN

NORTHEAST BANK

N

0 feet40

1" = 20'

20 60 80

PROPOSED WATER EDGE

EXISTING WATER EDGE

EXISTING PARKING

EXISTING RETAINING WALL

BEACH

LANDSCAPING

SYMBOL DESCRIPTION QTY DETAIL

DRYLAND SEED MIX 10,949 SF

REFERENCE NOTES SCHEDULE NORTHEAST BANK

EXISTING SIDEWALK

246

3208

3206

3204

3

2

0

2

3200

3204

3206

3

2

0

8

3

2

0

2

DERGERD

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ET

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LT

A

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LA

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IN

G P

LA

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T JE

TT

Y

9/10/2021

EM

MV

FWP#21-21

2021 LAND DESIGN, INC.

L4.4

C. F

LU

MIN

EA

E

RA

DIC

AT

IO

N, F

IS

HE

RIE

S &

P

AR

KS

- B

IL

LIN

GS

, M

T

FW

P#21-21 L

AK

E E

LM

O P

RO

JE

CT

PLANTING PLAN

WEST JETTY

N

0 feet20

1" = 10'

10 30 40

PROPOSED EDGE OF WATER

LANDSCAPING

SYMBOL DESCRIPTION QTY DETAIL

DRYLAND SEED MIX 3,719 SF

REFERENCE NOTES SCHEDULE WEST JETTY

EXISTING WATER EDGE

EXISTING PATH

247

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

3

2

0

7

3

2

0

5

3203

3207

3

2

0

5

3

2

0

3

DERGERD

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LA

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T B

AN

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9/10/2021

EM

MV

FWP#21-21

2021 LAND DESIGN, INC.

L4.5

C. F

LU

MIN

EA

E

RA

DIC

AT

IO

N, F

IS

HE

RIE

S &

P

AR

KS

- B

IL

LIN

GS

, M

T

FW

P#21-21 L

AK

E E

LM

O P

RO

JE

CT

PLANTING PLAN

WEST BANK

N

0 feet20

1" = 10'

10 30 40

PROPOSED WATER EDGE

PROPOSED WATER EDGE

EXISTING DOG PARK

LANDSCAPING

SYMBOL DESCRIPTION QTY DETAIL

DRYLAND SEED MIX 3,043 SF

REFERENCE NOTES SCHEDULE WEST BANK

EXISTING FENCE

EXISTING PATH

EXISTING WATER EDGE

EXISTING WATER EDGE

248

3

2

1

0

3

2

0

8

3

2

0

6

3

2

0

4

3

2

0

0

3

1

9

8

3

1

9

6

3

2

1

0

3

2

0

8

3

2

0

6

3

2

0

4

3

2

0

2

DERGERD

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LA

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9/10/2021

EM

MV

FWP#21-21

2021 LAND DESIGN, INC.

L4.6

C. F

LU

MIN

EA

E

RA

DIC

AT

IO

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PLANTING PLAN

SOUTH JETTY

N

0 feet20

1" = 10'

10 30 40

PROPOSED WATERS EDGE

EXISTING WATER EDGE

EXISTING BUILDING

GRAVEL PATHWAY

LANDSCAPING

SYMBOL DESCRIPTION QTY DETAIL

DRYLAND SEED MIX 7,081 SF

REFERENCE NOTES SCHEDULE SOUTH JETTY

EXISTING PATH

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2021 LAND DESIGN, INC.

L5.0

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DETAILS

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CONCRETE WALK

NTS

CONCRETE NOTES:

1. CONCRETE SURFACES SHALL HAVE HEAVY BROOM FINISH.

2. SCARIFY AND COMPACT 12" MIN. DEPTH SUB-GRADE TO 95%.

3. ALL SURFACES SHALL BE FLUSH AND MEET SMOOTHLY AND EVENLY

4. PROVIDE POSITIVE DRAINAGE OFF WALK, ALL LOCATIONS. ADJUST

ADJACENT GRADES AS REQUIRED TO PROPERLY DRAIN.

5. SCORING SHALL BE EQUALLY SPACED ON ALL CONCRETE WALKS WITH

EXPANSION JOINTS AS NEEDED.

6. INSTALL PER MPW SPECIFICATIONS.

7. FIBER REINFORCED MESH: MONOFILAMENT OR FIBRILLATED

POLYPROPLYENE FIBERS ENGINEERED AND DESIGNED FOR USE IN

CONCRETE PAVING, COMPLYING WITH ASTM C116/C 116M, TYPE III, [

1

2

TO

1-1/2 INCHES (13 TO 38 MM)] LONG. REQUIRED IN ALL EXTERIOR

CONCRETE SIDEWALKS. UNIFORMLY DISPERSE IN CONCRETE MIXTURE

AT MANUFACTURER'S RECOMMENDED RATE, BUT NOT LESS THAN 1.0

LB/CU. YD. (0.60 KG/CU. M).

VARIES

FINISH

GRADE

6" COMPACTED CRUSHED STONE

EXCEPT AS NOTED ON PLAN

95% COMPACTED

SUBGRADE

4"

SLOPE TO DRAIN

1

2

" NON-ASPHALTIC

EXPANSION JOINT

1

4

" W. X

1

2

" DEEP CONTROL JOINT

#4 REBAR DOWEL 12" LONG

6"x6" WELDED WIRE MESH IN

BOTTOM 1/3 OF SLAB OR APPROVED

EQUAL

1

SOFT SURFACE EDGE - SEEDED

NTS

12"

TY

P

WATER'S LEVEL

PER SECTIONS

SEED BANK 12" BELOW WATER ELEVATION LEVEL TYP.

SUBGRADE

2

2%2%

4"

4"

CROWN, RAISE

CENTER OF PATHS

1

2

"

HIGHER THAN EDGES

ALUMINUM EDGER

1

4

"

ABOVE PATHWAY

3

4

" WASHED CRUSHED GRAVEL, 4" DEEP

WEED FABRIC BARRIER

ON SIDES AND BOTTOM OF GRAVEL

1

1

2

" MINUS CRUSHED

BASE COURSE MATERIAL

95% PROCTOR

95% COMPACTED SUBGRADE

5'

SOFT SURFACE TRAIL - ADD ALT. C

NTS

7

BLOCK ROCK WALL - WATER'S EDGE

NTS

TOPSOIL TO

MEET FINISH

GRADE

NOTES:

1. SEE PLANS AND SECTIONS FOR DOUBLE OR SINGLE

STACK WALL

2. BLOCK WALL EXPOSED FACES SHALL BE A SMOOTH

CONTINUOUS PLANE. NO IRREGULAR BUMP OUTS ARE

ALLOWED

3. ALL ROCK TO HAVE APPROVAL OF LANDSCAPE

ARCHITECT PRIOR TO DELIVERY TO SITE.CONTRACTOR

SHALL SUPPLY SAMPLES OF MATERIALS PRIOR TO

INSTALLATION.

4. CONTRACTOR SHALL SUPPLY BLOCK ROCK TESTING

DATA PER SPECS.

5. ALL HORIZONTAL SURFACES OF BLOCK ROCK TO BE

LEVEL. SLOPING ROCK WITH GRADE IS NOT ALLOWED.

6. ALL BLOCK ROCK WALLS SHALL HAVE NO MOVEMENT

PRIOR TO BACKFILL. CONTRACTOR TO SHIM ROCK WITH

STONE SHARDS AS NECESSARY.

7. VERTICAL GAPS BETWEEN BLOCK ROCK ARE TO BE NO

GREATER THAN 3". CONTRACTOR TO BACKFILL GAPS

WITH BLOCK ROCK SHARDS TO ENSURE NO FABRIC IS

VISIBLE.

8. MINIMUM BLOCK ROCK SIZES SHALL NOT BE USED

CONSECUTIVELY.

9. ALL ROCK INSTALLATION SUBJECT TO APPROVAL OF

LANDSCAPE ARCHITECT.

10. ALL GRADING IS SUBJECT TO APPROVAL OF LANDSCAPE

ARCHITECT.

11. CONTRACTOR SHALL COMPACT SUBGRADE AS

NECESSARY TO ENSURE SETTLEMENT DOES NOT

OCCUR.

12. 32" BLOCK ROCK SHALL BE 36" TO 60" IN LENGTH AND

HAVE A WIDTH NO LESS THAN 27".

WATER LEVEL

6" BATTER

1-2" CRUSHED, WASHED, AGGREGATE

GEOTEXTILE FABRIC, 8OZ

NON-WOVEN, POPEX 801

OR APPROVED EQUAL

10'

8-12" COMPACTED

ROAD MIX

32" BLOCK ROCK. BURY 6 " WITH 5% BATTER INTO HILL. 3"

MAXIMUM VERTICAL GAP BETWEEN ALL ROCKS IN WALL.

RIP-RAP, 12" DEPTH

3

BOULDER PLACEMENT

NTS

NOTES:

1. BOULDERS SHALL BE PLACED IN GROUPS AS INDICATED ON

PLANS. BOULDERS SHALL NEVER BE EVENLY SPACED OR

CONFIGURED IN STRAIGHT LINES.

2. BOULDERS SHALL NATURAL MOSS AND LICHEN COVERED

ROCK OF VARYING COLORS, AS APPROVED BY THE

LANDSCAPE ARCHITECT.

3. PLACE ALL BOULDERS SUCH THAT

1

3

OF THE TOTAL MASS OF

EACH BOULDER IS BELOW FINISH GRADE.

4. BOULDERS SHALL BE 2.5' TO 6' DIAMETER.

5. BOULDERS SHALL NOT BE SCRATCHED OR BROKEN,

INCLUDING MARKS OR SCRATCHES DURING PLACEMENT.

5'-0

3

4

"

2'-5' BOULDERS LOCATED PER PLAN

DO NOT SCAR OR DAMAGE, BURY

1

3

OF

BOULDER BELOW FINISH GRADE

FINISH GRADE

COMPACTED SUBGRADE

COMPACT SUBGRADE BEHIND BOULDERS (TYP)

FINISH GRADE

FINISH GRADE WHERE BOULDERS RETAIN GRADE

2'-5' BOULDERS LOCATED PER PLAN

DO NOT SCAR OR DAMAGE, BURY

1

3

OF

BOULDER BELOW FINISH GRADE

MOSS & LICHEN COVERED BOULDERS

TO BE PLACED IN A NATURAL CONFIGURATION

4

RIP RAP PLACEMENT

NTS

4" TOPSOIL, TO MEET RIP RAP AT FINISH GRADE

EXCAVATED FILL

WATER'S EDGE

24" RIP RAP, TIE TO LAKE BOTTOM GRADE

AND FINISH GRADE, SLOPE TO VARY PER

PLAN

NOTE: 10' RIP RAP AT 24" DEPTH TYP., SLOPE PER PLAN. WATER LEVEL TO

OCCUR AT MIDPOINT OF RIP RAP EMBANKMENT

10'

EXISTING SUBGRADE

GEOTEXTILE FABRIC, 8OZ

NON-WOVEN, POPEX 801 OR

APPROVED EQUAL

5

BASIN SWALE

NTS

3'

4'

EXISTING

SURFACE

PLACE EXCAVATION

BESIDE TRENCH,

SPREAD AS NEEDED TO

MAINTAIN WATER DEPTH

3' BELOW SURFACE

ELEVATION MIN.

3:1

3:1

6

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2021 LAND DESIGN, INC.

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SECTIONS

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EAST BANK - SECTION 1

1/8" = 1'-0"

WATER LEVEL

3204.50

3206.75

8' 8'

L5.0

5RIP RAP PLACEMENT

L5.0

1

CONCRETE WALK

EXISTING SURFACE

1

EAST BANK - SECTION 2

1/8" = 1'-0"

WATER LEVEL

3204.50

3208.50

8'

3206

L5.0

5RIP RAP PLACEMENT

L5.0

1

CONCRETE WALK

HEADGATE, BY OTHERS,

N.I.C

EXISTING SURFACE

2'-10"4'-5"

2

WATER LEVEL

3204.50

3205.66

NORTHEAST BANK - TYPICAL SECTION

1/4" = 1'-0"

L5.0

3BLOCK ROCK WALL -

WATER'S EDGE

EXISTING SURFACE

3

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2021 LAND DESIGN, INC.

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SECTIONS

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WATER LEVEL

3204.50

WATER LEVEL

3204.50

3208.50

3208.25

22'-7"

45'-6"32'-2"6'

WEST JETTY - SECTION 3 - ADD ALT. A

1 1/2" = 1'-0"

L5.0

5

RIP RAP PLACEMENT

L5.0

1CONCRETE WALK

EXISTING SURFACE

EXISTING TRAIL

3

3208.25

WATER LEVEL

3204.50

WATER LEVEL

3204.50

23'-7"

47'-0"

8'

WEST JETTY - SECTION 1 - ADD ALT. A

1/4" = 1'-0"

L5.0

5RIP RAP PLACEMENT

L5.0

1CONCRETE WALK

EXISTING SURFACE

1

WATER LEVEL

3204.50

WATER LEVEL

3204.50

3208.50

40'-0"

16'-0"

8'

3208.25

6'

37'-0"

WEST JETTY - SECTION 2

1 1/2" = 1'-0"

L5.0

1

CONCRETE WALK

L5.0

5

RIP RAP PLACEMENT

EXISTING SURFACE

2

WATER LEVEL

3204.50

152'-8"

4'-10"

12'-6"

3208.25

WEST JETTY LONGITUDINAL - SECTION 4 - ADD ALT. A

1 1/2" = 1'-0"

L5.0

1CONCRETE WALK

L5.0

5RIP RAP PLACEMENT

EXISTING SURFACE

EXISTING TRAIL

4

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2021 LAND DESIGN, INC.

L6.2

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SECTIONS

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WATER LEVEL

3204.50

3208

DOG PARK EXPANSION - SECTION 1 - ADD ALT. B

1/4" = 1'-0"

EXISTING SURFACE

1

WATER LEVEL

3204.50

WATER LEVEL

3204.50

3207.25

3208

DOG PARK EXPANSION - SECTION 2 - ADD ALT. B

1/4" = 1'-0"

L5.0

3

BLOCK ROCK WALL -

WATER'S EDGE

EXISTING SURFACE

2

WATER LEVEL

3204.50

3207

DOG PARK EXPANSION - SECTION 3 - ADD ALT. B

1/4" = 1'-0"

EXISTING SURFACE

3

WATER LEVEL

3204.50

3207.25

3208

DOG PARK EXPANSION - SECTION 4 - ADD ALT. B

1/4" = 1'-0"

L5.0

3BLOCK ROCK WALL -

WATER'S EDGE

EXISTING SURFACE

4

12'-0" 12'-5"184'-0"6'

3211.80

3205.50

WATER LEVEL

3204.50

SOUTH JETTY - SECTION 4 - ADD ALT. C

1/8" = 1'-0"

L5.0

1CONCRETE WALK

L5.0

7SOFT SURFACE TRAIL -

ADD ALT. C

L5.0

5RIP RAP PLACEMENT

EXISTING SURFACE

5

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2021 LAND DESIGN, INC.

L6.3

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SECTIONS

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25'-9" 13'-2"10'-9"

6'

WATER LEVEL

3204.50

3206.50

WATER LEVEL

3204.50

SOUTH JETTY - SECTION 1 - ADD ALT. C

1/4" = 1'-0"

L5.0

7SOFT SURFACE TRAIL -

ADD ALT. C L5.0

5RIP RAP PLACEMENT

EXISTING SURFACE

1

WATER LEVEL

3204.50

WATER LEVEL

3204.50

14'-3"24'-0"

3208

SOUTH JETTY - SECTION 2 - ADD ALT. C

1/4" = 1'-0"

12'-10"

6'

L5.0

5RIP RAP PLACEMENT

L5.0

7

SOFT SURFACE TRAIL -

ADD ALT. C

EXISTING SURFACE

2

WATER LEVEL

3204.50

WATER LEVEL

3204.50

19'-11"22'-10" 21'-8"

6'

3210.50

SOUTH JETTY - SECTION 3 - ADD ALT. C

1/4" = 1'-0"

L5.0

5RIP RAP PLACEMENT

L5.0

7SOFT SURFACE TRAIL -

ADD ALT. C

EXISTING SURFACE

3

254