S 8°22'28" W118.13'

S 85°18'37" W

97.30'

S 9°38'35" E

15.22'

AS-BUILT CBRim.720.57

AS BUILTSanitaryRim.714.80

AS-BUILT Clean OutInv.715.6

Sanitary Line

Water Line

S 85°18'37" W

97.30'

715

710

705

700

695

FA

CILIT

Y LIN

E

15' RE

AR

YA

RD

SE

TB

AC

K

SLO

PE

1V

: 1-1.5H

S

L

O

P

E

1

V

: 1

H

Mean High Water Reference Line

PROPOSED

MONOLITHIC

STONE STEPS

MAINTAIN EXISTING OAK TREE

LAWN

LAWN

SLO

PE

1V

: 1-1.5H

LAWN

10' O

FF

SE

T LIN

E

EXISTING

PATIO

EXISTING

RESIDENCE

EXISTING LEDGESTONE WALL

ELEVATION 689.41 AMSL NGVD 1929

BOAT DOCOK AND BOAT STATION

(NO VARIANCE REQUIRED)

5

'

EXISTING

BREAKWALL

7'

7'

1

2

' S

ID

E

Y

A

R

D

S

E

T

B

A

C

K

+ B

S 7

06.5

0 +

+ T

S 7

07.0

0 +

DN

7 R

IS

ER

S

PROPOSED LEDGESTONE

BOUDLERS

MEAN HIGH WATER LINE

ELEVATION 689.41 AMSL NGVD 1929

1

2

.7

'

T

O

P

R

O

P

E

R

T

Y

L

IN

E

PROPOSED WOOD STAIRS

WITH HANDRAIL, REFER TO

SECTION DWG L-2

R

2

5

'

R

2

0

'

1

5

.2

'

2

'

T

Y

P

2

9

.

1

'

1

8

'

2

1

.

4

'

6

.

1

'

3

.7

'

4

.2

'

1

1

'

24" WIDE STONE PAVER MOW

STRIP TO PROTECT HOUSE

FOUNDATION

24" WIDE STONE PAVER MOW

STRIP TO PROTECT HOUSE

FOUNDATION

24.29'

GEOTEXTILE SEPARATION

FABRIC AND 4" TYPE 2 SUBBASE

STONE BENEATH STAIRS

S

L

O

P

E

2

%

M

A

X

2

1

'

TEMPORARY STOCKPILE AREA SURROUNDED

BY SILT FENCE. DURING CONSTRUCTION

CONTRACTOR SHALL TAKE EXTRA CARE TO

PREVENT SEDIMENT FROM LEAVING THE SITE

AND WASHING DOWN STREAM TO

NEIGHBORING PROPERTIES AND CANANDAIGUA

LAKE

3H:1V SLOPES OR STEEPER

SHALL BE STABILIZED WITH

EROSION CONTROL FABRIC OR

JUTE MESH AND STEEP SLOPE

SEED MIX., TYP. (SEE PLANTING

PLAN DWG L-2)

D

N

2

0

R

IS

E

R

S

D

O

C

K

M

A

IN

W

A

L

K

W

A

Y

+

+

TOTAL AREA OF STONE PAVERS

PATIO EXPANSION AND

MOW STRIP = 773 SF

MEAN HIGH WATER LINE

SETBACK

WATER DEPTH FOR BOAT BOW CLEARANCE

MAJOR CONTOUR

MINOR CONTOUR

WATER

W

SANITARY

S

SILT FENCE

EROSION CONTROL BLANKET

STABILIZATION STONE

SCALE:1"=10'-0"

NORTH

FIN

AL

S

IT

E A

ND

E

RO

SIO

N C

ON

TR

OL

P

LA

N

LEGEND

SC

AL

E:

CH

EC

KE

D B

Y:

DR

AW

N B

Y:

DE

SIG

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D B

Y:

DA

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:

BA

YE

RL

A

No

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EV

IS

IO

NS

BY

DA

TE

SC

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E:

CH

EC

KE

D B

Y:

DR

AW

N B

Y:

DE

SIG

NE

D B

Y:

DA

TE

:

As N

ote

d

BA

YE

RL

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No

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IS

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BY

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MH

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S

Jo

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en

ce (L

ot 2)

AP

PR

OV

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LA

NS

ZONING INFORMATION

1. THIS PARCEL IS TIER 1 CLASSIFICATION UNDER THE

UNIFORM CANANDAIGUA LAKE DOCK AND MOORING LAW.

2. LINEAL FEET OF PARCEL SHORELINE = 279.67

3. THIS PARCEL MEETS THE REQUIREMENTS TO QUALIFY AS

A STEEP SLOPE PARCEL AS DEFINED IN UNIFORM

CANANDAIGUA LAKE DOCK AND MOORING LAW.

An adjoining parcel where less than 20 contiguous lineal feet of

the parcel boundary adjoining the mean high water mark are not

characterized by steep slopes.

A steep slope is defined as 30° (or 57% slope) or greater as

measured from the horizontal, for a vertical height of 20 feet or

more, with the toe of the slope commencing within 10 feet of the

mean high water mark. If the toe of the slope is greater than 10

feet from the mean high water mark, it is not considered a steep

slope.

GENERAL NOTES:

1. Existing conditions/base map information is from:

a. As-Built Topo prepared by Venezia Associates, dated 1/20/2015

titled As-Built Topo prepared for: Joy R Wegman Showing Land at

4415 County Road 16 Town of Canandaigua, County of Ontario,

State of New York; and

b.Marine Survey prepared by Venezia Associates, dated 10/10/2016

and titled Marine Survey Prepared for: Joy R Wegman Showing

Land at 4415 County Road 16 Town of Canandaigua, County of

Ontario, State of New York.

2.Contours derived from NAVD88 Datum

3. Survey Reference GPS

4.Flood Zones AE & X Per Community Panel No. 360598 0020c (Map

revised March 3, 1997)

2. Additions and alterations to the existing conditions plan by Bayer

Landscape Architecture, PLLC include the following:

2.1. Adjusted text orientation to fit sheet layout.

2.2. Adjusted legend to include additional linework in drawing.

3. Warning: It is a Violation of the law ( New York State Education Law

Title 8, Article 148 and Subpart 79-1.4 of the Regulations of the

Commissioner of Education) for any person, unless acting under the

direction of a licensed landscape architect, to alter an item on a plan,

specification, or report to which the seal of a landscape architect has

been applied. If an item bearing the seal of a landscape architect is

altered, the altering landscape architect shall affix to his item the seal

and the notation "altered by" followed by his signature and the date of

such alteration, and a specific description of the alteration.

4. All earthwork and stockpiling of soil shall be within the limits of erosion

control silt fence.

4.1. the total area of disturbance for this project is ±2,129 SF.

5.Outdoor lighting proposed for the steps will be dark sky friendly.

ZONING DISTRICT

RLD- RESIDENTIAL LAKE

DIMENSIONAL REQUIREMENTS (MIN)

LOT AREA 20,000 SF

SETBACKS (Accessory Structure) Permitted Proposed

SIDE 12' 12.7'

REAR (LAKE) 15 0'

MAXIMUM LOT COVERAGE 25% 17.5%

L-1

Town Engineer, Town of Canandaigua Date

Highway and Water Superintendent, Town of Canandaigua Date

Planning Board Chairperson, Town of Canandaigua Date

SITE, GRADING, AND EROSION CONTROL PLAN

SCALE:1"=10'-0"

EROSION CONTROL NOTES:

1. INSTALL EROSION CONTROL MEASURES PRIOR TO BEGINNING

EXCAVATION WORK.

2. PROVIDE TEMPORARY DIVERSION SWALES TO INTERCEPT SURFACE

RUNOFF AND TO DIRECT IT AWAY FROM DISTURBED AREAS.

3. MAINTAIN TEMPORARY EROSION AND SILTATION CONTROL MEASURES

DURING CONSTRUCTION PERIOD UNTIL FINAL GRADING., LANDSCAPING

AND PERMANENT EROSION CONTROL IS COMPLETED. ESTABLISH

VEGETATION ON EXPOSED AREAS AS SOON AS PRACTICAL, BUT NO LATER

THAN 7 DAYS AFTER SOIL DISTURBANCE ACTIVITY CEASES.

4. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL PRACTICES

ONLY AFTER RECEIVING AUTHORIZATION FROM THE TOWN OF

CANANDAIGUA.

5. DISTURBANCE OF EXISTING VEGETATIVE GROUNDCOVER SHALL NOT TAKE

PLACE MORE THAN (15) DAYS PRIOR TO THE START OF GRADING OR

CONSTRUCTION.

6. DUST SHALL BE CONTROLLED DURING CONSTRUCTION BY THE

CONTRACTOR TO MINIMIZE THE EFFECT ON THE ADJACENT PROPERTIES.

THE CONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES AS

NEEDED AND/OR AS DIRECTED BY THE TOWN OF CANANDAIGUA.

GRADING AND DRAINAGE NOTES

1. CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS PRIOR TO

STARTING CONSTRUCTION. FIELD CONDITIONS MAY VARY FROM THE

SURVEY UTILIZED IN THESE CONSTRUCTION DOCUMENTS.

2. A FIELD IS MEETING REQUIRED TO REVIEW PROPOSED GRADING PRIOR TO

THE START OF CONSTRUCTION.

3. ALL PROPOSED ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS

AND FINISHED TW/BW ELEVATIONS INCLUDING COPINGS AND PAVERS.

4. ANY DISCREPANCIES IN PROPOSED ELEVATIONS NOTED BY THE

CONTRACTOR DURING THE CONSTRUCTION PROCESS SHALL BE

REPORTED IMMEDIATELY TO THE OWNER'S REPRESENTATIVE FOR

DECISION.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF ALL CUT

AND FILL OPERATIONS AND MATERIALS NECESSARY TO ACHIEVE THE

ELEVATIONS SPECIFIED ON THIS PLAN, INCLUDING THE OFF SITE DISPOSAL

OF ANY EXCESS MATERIALS IN A LEGAL MANNER.

6. ALL FILL AND BACKFILL MATERIALS MUST BE THOROUGHLY COMPACTED

AS THEY ARE PLACED.

7. ADJUST THE HEIGHT OF ALL UTILITY FRAMES, GRATES, VALVES,

HYDRANTS, AND ANY OTHER UTILITY STRUCTURE OR COMPONENTS AS

REQUIRED TO ACHIEVE THE PROPER RELATIONSHIP TO THE PROPOSED

FINISHED GRADES.

8. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO

PREVENT DISTURBANCE OF, OR DAMAGE TO, EXISTING PLANTS TO

REMAIN.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL

APPLICABLE OSHA REGULATIONS.

TEMPORARY SEEDING NOTES

1. TEMPORARILY STABLIZE DISTURBED AREAS OF THE SITE

WHEREVER ESTABLISHMENT OF PERMANENT COVER IS NOT

FEASIBLE UNTIL A LATER DATE. SEED ALL CUT AND FILL AREAS,

TOPSOIL PILES AND PONDS WITHIN SEVEN (7) DAYS AFTER

COMPLETION.

1.1. IF SOILS ARE COMPACTED, SCARIFY UPPER TWO INCHES BY

BACKBLADING, RAKING, OR LIGHTLY DISKING.

1.2. TEMPORARILY SEED WITH THE FOLLOWING MIX:

SPRING/SUMMER/EARLY FALL 6 LBS/1,000SF ANNUAL RYE

LATE FALL/EARLY WINTER 6 LBS/1,000SF CEREAL RYE

2. CONTRACTOR SHALL MAINTAIN SEEDED AREA UNTIL A HEALTHY

STAND OF GRASS IS ESTABLISHED WITH A GERMINATION RATE OF

AT LEAST 85 PERCENT AND MINIMAL INERT MATERIAL.

3. APPLY STRAW MULCH, EROSION CONTROL FABRIC, OR JUTE MESH

AS NECESSARY TO HOLD IN MOISTURE, PROTECT SOIL FROM

EROSION, HOLD SEED IN PLACE, AND KEEP SOIL TEMPERATURES

MORE CONSTANT. FOR STRAW, USE 3 BALES PER 1000 SQ. FT.

LIGHTING NOTES

1. LIGHTS FOR STEPS SHALL BE LOW VOLTAGE LED.

2. FINAL ELECTRICAL CIRCUITRY DESIGN, TRANSFORMER SELECTION,

WIRING SIZING, AND POINT(S) OF CONNECTION TO BE DETERMINED BY THE

ELECTRICAL CONTRACTOR IN COMPLIANCE WITH ALL APPLICABLE

NATIONAL, STATE, AND LOCAL CODES AND REGULATIONS.

3. THE ELECTRICAL CONTRACTOR SHALL CALCULATE THE VOLTAGE DROP

ON ALL LOW VOLTAGE CIRCUITS AND BALANCE EACH CIRCUIT TO DELIVER

BETWEEN 10.8 AND 11.5 VOLTS AT EACH LAMP.

4. THE CONTRACTOR SHALL REVIEW WIRE/CONDUIT RUNS, SWITCHING, AND

GENERAL CIRCUITRY WITH THE OWNER'S REPRESENTATIVE PRIOR TO THE

ORDERING OF FIXTURES AND/OR INSTALLATION OF ANY CONDUIT OR

WIRE.

5. ALL WIRE (INCLUDING THAT USED FOR LOW VOLTAGE CIRCUITS) SHALL BE

INSTALL IN PVC CONDUIT.

SCHEDULE:

START DATE ANTICIPATED COMPLETION

INSTALL SILT FENCE March 13, 2017 March 14, 2017

SITE PREPARATION March 15, 2017 March 22, 2017

INSTALL STAIRS March 23, 2017 April 6, 2017

SEEDING AT STAIRS April 7, 2017 April 7, 2017

PATIO INSTALLATION April 10, 2017 May 1, 2017

INSTALL PLANT MATERIAL May 2, 2017 May 9, 2017

PROJECT COMPLETION May 15, 2017

NOTE:

SCHEDULE IS APPROXIMATE AND WILL DEPEND ON WEATHER AND ACTUAL SITE

CONDITIONS AT THE TIME OF CONSTRUCTION.

WOVEN GEOTEXTILE SILT FENCE, MIRIFI OR APPROVED

EQUAL. BOTTOM OF GEOTEXTILE FABRIC TO BE

EMBEDDED IN SOIL AS SHOWN TO PREVENT ANY

MIGRATION OF SOIL UNDER FENCE. GEOTEXTILE FABRIC

TO BE SECURED TO HARDWOOD STAKES WITH HEAVY

DUTY STAPLES. SILT FENCE SHALL BE INSTALLED PRIOR

TO THE START OF CONSTRUCTION AND MAINTAINED

UNTIL FULL ESTABLISHMENT OF VEGETATIVE COVER ON

ALL DISTURBED AREAS OF THE SITE.

HARDWOOD STAKES AT 4' O.C. TYP.

6" M

IN

.

±1' - 6"

±2' - 6"

AREA OD DISTURBED/PREPARED GRADE

1. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE

NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND

SEDIMENT CONTROL.

2. THE CONTRACTOR SHALL REVIEW THE ROUTING OF THE EROSION

CONTROL/SILT FENCE andAND/OR STAKED STRAW BALES WITH THE

LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.

3. ALL EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE IN

PLACE PRIOR TO THE COMMENCEMENT OF EXCAVATION OPERATIONS.

4. ALL DISTURBED AREAS OF THE SITE OUTSIDE PLANTING BEDS AND SHALL BE

SEEDED WITH THE "TRIO SUPREME" MIX BY PREFERRED SEED, (877) 417-7333,

OR AN APPROVED EQUAL SEED MIX, AT A MINIMUM RATE OF 6 LBS. PER 1000

SF. SEEDING OPERATIONS SHALL BE COMPLETED NOT MORE THAN 7 DAYS

AFTER COMPLETION OF THE CONSTRUCTION OPERATIONS CAUSING THE

DISTURBANCE. SEEDED AREAS ARE TO BE MAINTAINED THROUGH FULL

ESTABLISHMENT OF GRASS .

5. THE EROSION CONTROL/SILT FENCING SHALL BE MAINTAINED THROUGHOUT

THE CONSTRUCTION PROJECT AND THROUGH ESTABLISHMENT OF SEEDED

AREAS.

1P

RC

C

OM

ME

NT

SR

S1

2.2

3.1

6

S 8°22'28" W118.13'

S 85°18'37" W

97.30'

S 9°38'35" E

15.22'

AS BUILTSanitaryRim.714.80

AS-BUILT 4" PVCRim.720.26'

AS-BUILT Clean OutInv.715.6

Sanitary Line

Water Line

S 85°18'37" W

97.30'

15' RE

AR

YA

RD

SE

TB

AC

K

MAINTAIN EXISTING OAK TREE

LAWN

EXISTING

PATIO

EXISTING

RESIDENCE

EXISTING LEDGESTONE WALL

1

2

' S

ID

E

Y

A

R

D

S

E

T

B

A

C

K

MEAN HIGH WATER LINE

ELEVATION 689.41 AMSL NGVD 1929

EXTEND 6" PVC ±18LF,

TIE INTO EXISTING 10"

HDPE

EXTEND EXISTING 10" HDPE

±10 LF AND DAYLIGHT

NATIVE SHRUB SLOPE

PLANTING, SEE PLANTING

NOTE 14

ALL DISTURBED AREAS

SHALL RECIEVE 6" TOPSOIL

AND LAWN (SEE SEED

SCHEDULE)

ELECTRICAL SUPPLY LINE

FOR STEP LIGHTS

EXTEND AND DAYLIGHT

EXISTING 10" OUTLET,

PROVIDE A STONE LEVEL

SPREADER AT OUTLET (4-6"

STONE DIA.)

INV = 689.50

3H:1V SLOPES OR STEEPER

SHALL BE STABILIZED WITH

EROSION CONTROL FABRIC

OR JUTE MESH AND STEEP

SLOPE SEED MIX., TYP.

D

O

C

K

M

A

IN

W

A

L

K

W

A

Y

LOW VOLTAGE

LED STEP LIGHTS

AS SELECTED BY

OWNER, TYP.

LOW VOLTAGE LED LIGHTS

INTEGRAL TO HANDRAIL.

TO POWER SOURCE AT

HOUSE

MEAN HIGH WATER LINE

SETBACK

WATER DEPTH FOR BOAT BOW CLEARANCE

MINOR CONTOUR

WATER

W

SANITARY

S

SILT FENCE

690

695

700

705

710

715

720

MEAN HIGH WATER LINE

ELEVATION 689.41 AMSL NGVD 1929

BOAT DOCK

MAIN WALKWAY

15' REAR YARD SETBACK

EXISTING BREAKWALL

36" HEIGHT HANDRAIL

WITH INTEGRAL LOW

VOLTAGE LED LIGHTS

7

1

2

"

11"

36

"

PROPOSED GRADE

1V:1.5H

EXISTING GRADE

(2) STEEL

SUPPORT PILES,

TYP.

(2) 5/4 X 6 IPE TREADS

(2) 5/4 X 4 IPE RISERS

IPE TRIM BOARDS AT EXPOSED

STRINGER SEE SECTION, THIS

SHEET.

MONOLITHIC STONE STEPS

SLOPED LAWN

12" MIN TYPE 2 SUBBASE STONE

GEOTEXTILE SEPARATION FABRIC

COMPACTED SUBGRADE

CONTRACTOR TO FASTEN THE STRINGER ASSEMBLY TO

THE TOP OF THE EXISTING BREAKWALL OR FASTEN IT TO

THE WEST SIDE OF THE BREAKWALL WITH A HEAVY

GALVANIZED STEEL ANGLE. FINAL ATTACHMENT

LOCATION AND METHOD SHALL BE FIELD DETERMINED BY

THE LANDSCAPE ARCHITECT

S 8°22'28" W118.13'

S 85°18'37" W

97.30'

S 9°38'35" E

15.22'

Water Line

S 85°18'37" W

97.30'

FA

CILIT

Y LIN

E

SLO

PE

1V

: 1-1.5H

LAWN

SLO

PE

1V

: 1-1.5H

10' O

FF

SE

T LIN

E

EXISTING

PATIO

EXISTING

RESIDENCE

1

2

' S

ID

E

Y

A

R

D

S

E

T

B

A

C

K

FINISHED GRADE

4" TYPE 2 SUBBASE STONE

BENEATH STAIRS

GEOTEXTILE SEPARATION

FABRIC

8" STEEL "C CHANNEL"

STRINGER

2 X 12 PT STRINGER FASTEN

TO 8" STEEL "C CHANNEL"

WITH GALV CARRIAGE

BOLTS

5/4 X 6 IPE TRIM BOARDS ON

ALL EXPOSED PT LUMBER

5/4 X 6 IPE TREADS

2 X 12 PT CENTER SUPPORT

STRINGER

ALUMINUM HANDRAIL,

(POWDERCOAT BLACK) WITH

INTEGRAL LOW VOLTAGE LED

LIGHTS

5'

36"

4" MIN

DISTURBED AREA TO BE SEEDED

NATIVE SHRUB SLOPE PLANTING

PL

AN

TIN

G P

LA

N &

D

ET

AIL

S

SC

AL

E:

CH

EC

KE

D B

Y:

DR

AW

N B

Y:

DE

SIG

NE

D B

Y:

DA

TE

:

BA

YE

RL

A

No

.R

EV

IS

IO

NS

BY

DA

TE

SC

AL

E:

CH

EC

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D B

Y:

DR

AW

N B

Y:

DE

SIG

NE

D B

Y:

DA

TE

:

As N

ote

d

BA

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RL

A

No

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BY

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Jo

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NS

UTILITY AND PLANTING PLAN

SCALE:1"=10'-0"

L-2

Town Engineer, Town of Canandaigua Date

Highway and Water Superintendent, Town of Canandaigua Date

Planning Board Chairperson, Town of Canandaigua Date

ABBREVIATION OR

SYMBOL

DESCRIPTION

LOW VOLTAGE CABLE ELECTRICAL CONDUIT

T TRANSFORMER

HANDRAIL LIGHT

UPLIGHT

SCALE:1"=10'-0"

NORTH

LEGEND

STAIR SECTION A-A'

SCALE:1/4"=1'-0"

A

'

A

SECTION LOCATION KEY PLAN

SCALE:1"=10'-0"

TYPICAL STAIR SECTION

SCALE:NTS

1. ALL DISTURBED AREAS SHALL RECEIVE 6" TOPSOIL

MINIMUM AND SHALL BE FINE GRADED AND SEEDED

PER THE SEED SCHEDULE ON THIS PLAN.

2. TOPSOIL AND ORGANIC MATERIAL SOURCES MUST

BE APPROVED BY THE OWNER'S REPRESENTATIVE.

3. PLANTING SOIL MIX SHALL BE COMPRISED OF 3

PARTS APPROVED TOPSOIL AND 1 PART APPROVED

AGED COMPOST BY VOLUME. PLANTING MEDIUM

SHALL BE THOROUGHLY BLENDED PRIOR TO

PLACEMENT.

5. HAVE SOIL MIX TESTED BY AN APPROVED

HORTICULTURAL TESTING LAB. ADD

RECOMMENDED ORGANIC SLOW RELEASE

FERTILIZERS AS REQUIRED AT THE RECOMMENDED

RATES.

6. SOIL MIX SHALL HAVE A PH RANGE OF 5.0 TO 7.0.

7. NO PHOSPHOROUS SHALL BE USED AT PLANTING

TIME UNLESS THE SOIL TESTS SPECIFICALLY

INDICATE A PHOSPHOROUS DEFICIENCY THAT IS

HARMFUL, OR WILL PREVENT NEW LAWNS AND

PLANTINGS FROM ESTABLISHING PROPERLY.

8. IF SOIL TESTS INDICATE A PHOSPHOROUS

DEFICIENCY THAT WILL IMPACT PLANT AND LAWN

ESTABLISHMENT, PHOSPHOROUS SHALL BE

APPLIED AT THE MINIMUM RECOMMENDED LEVEL

PRESCRIBED IN THE SOIL TEST FOLLOWING ALL

NYS DEC REGULATIONS.

9. ALL BED CONFIGURATIONS AND LAYOUT OF ALL

PLANT MATERIAL SHALL APPROVED BY THE

OWNER'S REPRESENTATIVE PRIOR TO PLANTING.

10. ALL PLANTS MUST MEET OR EXCEED THE

STANDARDS OUTLINED IN THE CURRENT EDITION

OF ANSI Z260.1, THE AMERICAN STANDARD FOR

NURSERY STOCK.

11. ALL PLANTING BEDS SHALL RECEIVE 3" OF DOUBLE

GROUND SHREDDED HARDWOOD BARK MULCH.

12. ALL PLANTS SHALL BE MAINTAINED AND

GUARANTEED FOR A PERIOD OF ONE YEAR FROM

THE DATE OF ACCEPTANCE BY THE OWNER.

13. ALL SEEDED AREAS SHALL BE MAINTAINED AND

WATERED UNTIL A HEALTHY STAND OF GRASS,

FREE OF WEEDS, IS ESTABLISHED AND (3)

MOWINGS HAVE BEEN COMPLETED.

14. THE CONTRACTOR SHALL COORDINATE WITH

UTILITY AGENCIES TO VERIFY THE LOCATION OF

ALL UNDERGROUND UTILITIES PRIOR TO

COMMENCING PLANTING OPERATIONS.

15. NATIVE SHRUB SLOPE PLANTING: THE SLOPE

PLANTING SHALL CONSIST OF NATIVE SHRUBS

SPACED AT APPROXIMATELY 4 FT ON CENTER (6

SHRUBS PER 100 SF). SHRUBS SHALL BE NATIVE

SPECIES SUCH AS Rhus Typhina, Rhus Aromatica

'Grow Low', Sambucus canadensis. Diervilla lonicera,

Cornus racemosa, Amelanchier alnifolia, or equivalent

species. FINAL SPECIES SELECTION AND

ARRANGEMENT WILL BE FIELD DETERMINED BY THE

LANDSCAPE ARCHITECT BASED ON FIELD

CONDITIONS AFTER CONSTRUCTION.

PLANTING NOTES

LAWN SEED MIX

Lawn areas to be seeded with Preferred

Seed's "TRIO SUPREME MIX" or approved

equal at a minimum rate of 6 lbs / 1000 SF.

Seeding to be done at completion of site

grading. Seeding areas to be maintained

through full establishment of grass including

mowing.

DISTURBED SLOPES GREATER THAN 1:3 TO BE

SEEDED WITH PREFERRED SEED'S "LOW-GRO

MIX" OF HARD FESCUE, CHEWINGS FESCUE

AND SHEEPS FESCUE OR AN APPROVED

EQUAL AT A MINIMUM RATE OF 6 LBS PER 1000

SF AT COMPLETION OF SITE GRADING.

SEEDED AREAS TO BE MAINTAINED THROUGH

FULL ESTABLISHMENT OF GRASS. INCLUDING

(1) MOWING.

PREFERRED SEED CONTACT: 1-877-7333

STABILIZE SLOPE WITH NORTH

AMERICAN GREEN S150 EROSION

CONTROL BLANKETS OR APPROVED

EQUAL, INSTALL ACCORDING TO

MANUFACTURES RECOMMENDATIONS,

TYP.

1P

RC

C

OM

ME

NT

SR

S1

2.2

3.1

6

LIGHTING LEGEND

CanandaiguaLake

S 51°36'12" ES 33°13'23" E

21.52'

S 69°50'40" E51.17'

S 51°57'24" E

106.44'N 8

3°26'16

" E21.88'

S 36°54'2" E

22.70'

S 62°01'18" E 34.03'S 46°14'03" E

43.48' S 72°15'32" E

100.97'

S 86°54'0

6" E

92.12'

N/F Matthew & Courtney VahueLiber 1262 Page 828

N/F Joel & Kathy HochmanLiber 1207 Page 677

ohw

ohw

ohw

ohw

ohw

S 08°22'28" W

118.13'

S 85°18'37"

W

97.30'

S 09°38'35" E

15.22'

N 80°23'13"

W

188.08'

N 40°33'50" W

336.55'

N 29°44'17" E

135.

61'

N 30°50'53" E

102.

78'

12' setback

60' s

etba

ck

12' setback

39.91'

S 20°47'18" W37.49'

S 46°19'59" W

22.56'S 23°26'42" W

86.27'

Pavilion

Fire Pit

10" HD

PE

10" HDPE

10" H

DPE

Paver Sidewalk

Porch

CatchBasin

CatchBasin

CatchBasin

CatchBasin

50.7'

CatchBasin

CatchBasin

Con

cret

e Re

tain

ing

Wal

l

Auto Court

Porch

Porch

720.4

720.0

Two StoryFrame HouseFFE. 721.25

Average Grade 720.3Peak Elevation 745.2House Height 24.9'

Concrete Retaining Wall

Boul

der R

etai

ning

Wal

l

Boulder Retaining Wall

Area = 3.757 Acres

Lot 1

"Wes

t La

ke R

oad"

( 66'

R.O

.W. W

idth

)

R.O

.W. L

ine

CatchBasin

106.

1'

Paved Drive

Paved Drive

CatchBasin

CatchBasin

10" HDPE

24" P

erfo

rate

d H

DPE

10" H

DPE

25'

CS

Wooded Area

42"TripleBeech

18"Larch

18"Hemlock

42"RedOak

42"RedOak

18"SugarMaple

18"WhitePine

30"RedOak

18"WhitePine

20"NorwayMaple

12"SugarMaple

14"NorwaySpruce

18"NorwaySpruce

12"WhitePine

12"WhitePine

20"WhitePine 18"NorwayMaple

8"RedMaple

10"NorwaySpruce

18"NorwaySpruce

20"WhitePine

18"WhitePine

18"WhitePine

18"NorwaySpruce

24"RedOak

18"NorwaySpruce

16"RedOak

20"RedOak

14"RedOak

20"SugarMaple

18"NorwaySpruce

12"SugarMaple

24"RedOak

12"NorwaySpruce

15"NorwaySpruce

20"NorwaySpruce

12"NorwaySpruce

18"NorwaySpruce12"RedOak

20"RedOak

18"Hemlock

12"Ginko

12"Ash

12"Ash

Lot 1

Arb

orvi

tae

Row

4" PVCRim.720.26'

C.O.

Sanitary Line

Wat

er L

ine

635'

[Obs

erve

d]53

3' [O

bser

ved]

Post

ed S

peed

Lim

it 35

mph

Stop

ping

Dis

tanc

es

(650'± To Foster Road)

85%

Spe

ed p

er O

CD

PW =

55

mph

(24'

Pav

emen

t wid

th)

Cou

nty

Road

16

" Unauthorized alteration or additionto a map bearing a LicensedProfessional Engineer's or

Professional Land Surveyor's seal inany way is a Violation of Section 7209

" Copyright 2016" Venezia &Associates. All rights reservedunauthorized duplication is aviolation of all applicable laws"

Revisions

E-mail rocco@veneziasurvey.com5120 Laura Lane Canandaigua New York, 14424 (585)396-3267 Fax. No. (585) 396-0131

NO. Date Description By

www.veneziasurvey.com

Legend Drill hole

Utility pole

Iron pin set

Iron pin or pipe found

Benchmark

Concrete Monument

P.K. nail set

P.K. nail found

Utility lines

R.O.W. line

Property lines

Centerline

VENEZIA LAND SURVEYORS AND CIVIL ENGINEERS

Existing Conditions Plat prepared for:

signed

performed on 05/12/2015 from notes of an instrument survey was completed on 12/22/2016Licensed Land Surveyor and that this plan This is to certify that I am a

Rocco A. VeneziaLicense No. 049761

Showing Landat

Town of Canandaigua County of Ontario State of New York

Joy R. Wegman

4415 County Road 16Scale 1"= 20'

File# 12238 As-BuiltT.m. # 126.16-2-3.32

Vicinity Map N.T.S.

Mid

dle

Che

shir

e Rd

.

Foster Rd.

Lake

Hill

Dr.

Hillcrest Dr.

Wes

t Lak

e Rd.

Can

anda

igua

Lak

e

Site

Property Owner/Joy Wegman

4417 West Lake RoadCanandaigua N.Y. 14424

Developer