02 07 9444 CA100 EA100 Site Design Plans 06 SP101 Site Plan

NYS DOT ROCHESTER REGION 4

585-753-7793

MIN. FRONT YARD SETBACK (FT)

ROCHESTER GAS AND ELECTRIC EAST ELECTRIC

585-694-5999

MIN. SIDE YARD SETBACK (FT)

ROCHESTER GAS AND ELECTRIC EAST GAS

585-771-6814

TOWN OF WEBSTER SEWER

585-265-0505

S

OH D

D

GRID

GM

437

ASPH.

ASPHALT 3 1.8

"S AN

42 1.9 7 42

422.02

432 P CM CH

THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE PROPERTY DESCRIBED IN THE COMMITMENT FOR TITLE INSURANCE PREPARED BY CHICAGO TITLE INSURANCE COMPANY DATED OCTOBER 21, 2024, HAVING TITLE NO. 2416-1090EC. EASEMENTS, COVENANTS AND RESTRICTIONS REFERENCED IN SAID TITLE COMMITMENT OR APPARENT FROM PHYSICAL INSPECTION OF THE SITE OR OTHERWISE KNOWN TO ME HAVE BEEN PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON THE SUBJECT PROPERTY. THE LEGAL DESCRIPTION FORMS A MATHEMATICALLY CLOSED FIGURE.

D. ALS TYN E RO AD

MM R D RU OH

EXISTING OVERHEAD UTILITIES

T

EXISTING TELEPHONE

UG

G

EXISTING UNDERGROUND UTILITIES EXISTING GAS

E

EXISTING ELECTRIC

TREE,HEDGE,EDGE OF WOODS EXISTING SWALE ,

X

BARBED WIRE,STOCKADE,CHAIN LINKED FENCE

410

EXISTING CONTOUR

x 420.4

EXISTING SPOT ELEVATION @ X CONCRETE PAD/ CONCRETE SIDEWALK

REFERENCES

ALL THAT TRACT OR PARCEL OF LAND SITUATE IN THE TOWN OF WEBSTER, COUNTY OF MONROE AND STATE OF NEW YORK BEING LOT 2 AS SHOWN ON THE COUNTRYMAX-WEBSTER SUBDIVISION AS SHOWN ON A MAP FILED IN THE MONROE COUNTY CLERK'S OFFICE IN LIBER 358 OF MAPS AT PAGE 81.

MAP ENTITLED "COUNTRYMAX - WEBSTER SUBDIVISION PLAT", PREPARED BY BME ASSOCIATES, HAVING PROJECT NO. 2534, DATED MAY 2018, AND IS ON FILE AT THE MONROE COUNTY CLERK'S OFFICE AT LIBER 358 OF MAPS PAGE 81.

TITLE REPORT PREPARED BY CHICAGO TITLE INSURANCE COMPANY, HAVING TITLE NO. 2416-1090EC, DATED OCTOBER 21, 2024.

SURVEY NOTES TOPOGRAPHY SHOWN FROM A FIELD SURVEY BY COSTICH ENGINEERING ON 6/10/2024 HORIZONTAL AND VERTICAL DATA OBTAINED THROUGH NYSDOT CORS NETWORK REFERENCED TO THE FOLLOWING MONUMENT

BEGINNING AT THE INTERSECTION OF THE CENTER LINE OF RIDGE ROAD WITH THE CENTER LINE OF HATCH ROAD, AND RUNNING THENCE WESTERLY ALONG THE CENTER LINE OF RIDGE ROAD EIGHTY-NINE AND TWENTY-SEVEN ONE-HUNDREDTHS (89.27) FEET TO A POINT; THENCE SOUTHERLY ONE HUNDRED SEVENTY-EIGHT AND FORTY-NINE ONE-HUNDREDTHS (178.49) FEET TO A POINT; THENCE EASTERLY EIGHTY-FIVE AND EIGHTY-FIVE ONE-HUNDREDTHS (85.85) FEET TO THE CENTER LINE OF HATCH ROAD; THENCE NORTHERLY ON HATCH ROAD ONE HUNDRED EIGHTY-ONE AND TWELVE ONE-HUNDREDTHS (181.12) FEET TO THE PLACE OF BEGINNING.

PITTSFORD CORS STATION -LATITUDE

43-05-35.48461 (N) NAD 83 (CORS) -LONGITUDE: 077-31-31.11244 (W) -ELLIP HEIGHT: 113.481 METERS NAVD 88 (CORS)

CERTIFICATION

ALL THAT TRACT OR PARCEL OF LAND, SITUATE IN THE PHELPS AND GORHAM PURCHASE, TOWNSHIP 13, RANGE 4, TOWN LOT 60, TOWN OF WEBSTER, COUNTY OF MONROE AND STATE OF NEW YORK, BOUNDED AND DESCRIBED AS FOLLOWS:

WE, COSTICH ENGINEERING, D.P.C., HEREBY CERTIFY T0:

BEGINNING AT THE INTERSECTION OF THE SOUTHERLY RIGHT-OF-WAY LINE OF RIDGE ROAD NEW YORK STATE ROUTE 404 (66' RIGHT-OF-WAY), WITH THE WESTERLY RIGHT-OF-WAY LINE OF HATCH ROAD (49.5' RIGHT-OF-WAY); THENCE (1) S 01° 13' 00" E, ALONG SAID WESTERLY RIGHT-OF-WAY LINE OF HATCH ROAD, A DISTANCE OF 310.62 FEET TO A POINT; THENCE

THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6a, 6b, 7a, 7b1, 7c, 8, 9,11a,13,14,16,17, 18 AND 19 OF TABLE A THEREOF.

(2) S 88° 47' 00" W, A DISTANCE OF 300.00 FEET TO A POINT; THENCE

SCHEDULE B-II ITEM #8

CONCRETE HEADWALL

x8 6'H

EXISTING DRAINAGE SEWER, FIELD INLET, INLET MANHOLE, MANHOLE, & END SECTION.

T

THE SUBJECT PROPERTY HAS HAS DIRECT ACCESS TO HATCH ROAD, A PUBLIC DEDICATED RIGHT-OF-WAY

UNOBSTRUCTED FLOW OF CREEK

'W

AR

REBAR TO BE SET INV=426.95

12" SANITARY

9 42

43 3

430

429

431

LANDSCAPING

ASPHALT

434 433

434 432

433

LANDSCAPING LANDSCAPING

ROAD

INV=423.89

(3) N 01° 12' 59" W, A DISTANCE OF 290.64 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF RIDGE ROAD - NEW YORK STATE ROUTE 404; THENCE

THIS MAP WAS PREPARED FROM NOTES OF AN INSTRUMENT SURVEY COMPLETED ON JUNE 10, 2024 AND FROM THE REFERENCE(S) LISTED HEREON. NO SEARCH OF RECORDS, OTHER THAN THOSE REFERENCED, WAS MADE FOR EASEMENTS OR ENCUMBRANCES AFFECTING THIS PARCEL.

(4) N 84° 58' 21" E, ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE OF RIDGE ROAD - NEW YORK STATE ROUTE 404, A DISTANCE OF 300.65 FEET TO THE POINT AND PLACE OF BEGINNING. ALL AS SHOWN ON AN INSTRUMENT SURVEY ENTITLED "COUNTRYMAX – WEBSTER SUBDIVISION, MAP OF A SURVEY OF LOT 2 & OTHER LANDS," PREPARED BY BME ASSOCIATES, HAVING DRAWING NO. 2534-200, DATED MAY 13, 2024 AND LAST REVISED MAY 17, 2024.

3.6

INV=421.14

TG=428.92

JACKSON

4'W x 6'H BOX CULVERT

W

423.52 423.32

D

THE ABOVE TWO PARCELS BEING MORE MODERNLY DESCRIBED TOGETHER AS FOLLOWS:

35 MPH

12" HDPE

METAL SWING GATE

ROAD

430

SHOECRAFT

ROAD

ASPHALT

D

RGE 2

G

429

PE

BENCHMARK REBAR W/CAP ELEV=433.10

430

WOOD GUIDE RAIL

8" PVC

OH

430

GRAVEL

EXISTING SANITARY SEWER, & MANHOLE.

ALL THAT TRACT OR PARCEL OF LAND, SITUATE IN THE TOWN OF WEBSTER, COUNTY OF MONROE AND STATE OF NEW YORK, BEING PART OF LOT 60, TOWNSHIP 13, RANGE 4, BOUNDED AND DESCRIBED AS FOLLOWS:

W

425

3 42

428

S

424

423.99 .99

15" HDPE

N/F FARMINGTON LAWN CARE, INC. T.A.# 079.17.17-1-78.121 695 RIDGE ROAD LIBER 12242 PAGE 56 LOT 1 LIBER 358 OF MAPS PAGE 81

INV=421.89

6" PVC

PER NATIONAL WETLANDS INVENTORY MAP THERE ARE FEDERAL WETLANDS IN THE PROJECT AREA.

EXISTING WATER MAIN, VALVE, & HYDRANT.

OH

3 42

429

428

TG=428.09

426

10.6'

S

300.00'

S88° 47' 00"W

429

BRUSH 427

PER N.Y.S.D.E.C. FRESHWATER WETLANDS MAP THERE ARE NO D.E.C. WETLANDS IN THE PROJECT AREA.

Y

G

428

H

G

W

427

VENT

W

422.41

163.28'

S

RIP-RAP

REBAR TO BE SET

G

431

RIM=430.39 INV=423.64

429

427

(49.5' WIDE)

S

430 CONCRETE

G

43 2

SCHEDULE B-II ITEM #5 43

SCHEDULE B-II ITEM #3

6 42 RIM=429.69 FULL OF WATER BOTTOM=422.69

AT THE TIME OF SURVEY THERE WAS NO EVIDENCE OF CEMETERIES OR GRAVE SITES ON THE SUBJECT PROPERTY.

PARCEL II

715 RIDGE ROAD, TOWN OF WEBSTER, NEW YORK (TAX ID NO. 079.17-1-79): OH

8 42

422

RIM=433.45

20' WIDE WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY PER LIBER 9189 PAGE 221

SANITARY SEWER EASEMENT TO THE TOWN OF WEBSTER PER LIBER 358 OF MAPS PAGE 81

AT THE TIME OF SURVEY THERE WAS NO EVIDENCE THAT THE SITE IS OR WAS USED AS A SOLID WASTE DUMP OR SANITARY LANDFILL.

435

SCHEDULE B-II ITEM #3

423.86

WOODS

90 3. 42

423

42 7

PARCEL I

711 RIDGE ROAD, TOWN OF WEBSTER, NEW YORK (TAX ID NO. 079.17-1-78.111):

OH

PE

424

AT THE TIME OF SURVEY THERE WAS NO SIDEWALK CONSTRUCTION OR EVIDENCE OF STREET WIDENING.

SECTION/PARCEL BOUNDARY MIN. BUILDING SETBACK CENTER LINE EXIST. EASEMENT LINE EXIST. RIGHT-OF-WAY LINE EXIST. EDGE OF PAVEMENT

SCHEDULE A - PARCEL DESCRIPTION

421.76

290.64'

HD

425

LINE LEGEND

AT THE TIME OF SURVEY THERE WAS NO EVIDENCE OF EARTHWORK, BUILDING CONSTRUCTION OR ADDITIONS.

W

" 15

42 5

HATCH ROAD

G

OH

436 434

TRANSFORMER

WV

38.4'

24.7'

15' WIDE WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY PER LIBER 12284 PAGE 491

APPROXIMATE LOCATION OF FEDERAL WETLAND R4SB PER NATIONAL WETLAND INVENTORY

UTILITY BOARD

5 43

75' REAR SETBACK

425

RIM=430.78

W

424 422

D

W

423

S01° 13' 00"E

425

43.5'

50' FRONT SETBACK

426

T

EXISTING GUARD RAIL

23.4'

43.3'

WOODS

TWO STORY BLOCK/FRAME GARAGE FF=438.70 ROOF=460.0 1,079 SQ. FT.

TRAFFIC PULL BOX

ROAD

LOCATION SKETCH

7. RGE 1

39.4'

427

423

25.1' GRAVEL

TR

PLANK

TOWN OF WEBSTER TOWN OF PENFIELD

TELE.

OH

PARCEL I AREA = 1.861 ACRES

BUSH

RO

NOT TO SCALE

REBAR TO BE SET

36" 12"

9 43

61.08'

N86° 35' 56"E

PULL BOX

PROJECT LOCATION

GENERAL NOTES

12" SANITARY

REBAR TO BE SET

428

424

S

OH

6 43

433

N/F HATCH ROAD PARTNERSHIP T.A.# 079.17.17-1-78.111 711 RIDGE ROAD LIBER 9567 PAGE 181 LOT 2 LIBER 358 OF MAPS PAGE 81

TREE CONIFEROUS

TELEPHONE PULL BOX

N

440

ASPHALT

Y

W APPROXIMATE LOCATION 12" WATER MAIN

48"

32"

GUY WIRE

WV

147.34'

145.45'

20' SIDE SETBACK

9 43

9.8'

26"

429

RIM=440.18 BOTTOM=420.46 ABANDONED?

W

6.1'

435

432

N01° 12' 59"W

20' SIDE SETBACK

PORCH

TREE DECIDUOUS

ELECTRIC PULL BOX

WV

21.4'

439

STOP BAR

STOP

UTILITY POLE

MILE LINE

N/F HATCH ROAD PARTNERSHIP T.A.# 079.17.17-1-79 715 RIDGE ROAD LIBER 9567 PAGE 186

430

SCHEDULE B-II ITEM #3

GV

8.0'

BLOCK RETAINING WALL

BURIED CONCRETE FOUNDATION

W

PARCEL II AREA = 0.210 ACRES

SANITARY SEWER EASEMENT TO THE TOWN OF WEBSTER PER LIBER 358 OF MAPS PAGE 81

HANDICAP

OH

G

APPROXIMATE LOCATION 4" GAS MAIN G G

3 STORY BLOCK/FRAME HOUSE FF=443.16 977 SQ. FT.

TR

8" RCP

440

2 STORY BLOCK/FRAME GARAGE FF=441.66 LOWER LEVEL=433.80 ROOF=451.6 415 SQ. FT.

430

SCHEDULE B-II ITEM #6

35.0'

29.0'

19.0'

32"

431

10' WIDE WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY PER LIBER 9189 PAGE 226

PEAK ELEV=473.31

TBACK

TURNING ARROW

CABLE TV PEDESTAL

ELEC.

OH

436

434

432

21.9'

21.8'

437 435

21.0'

440

29.3'

W

438

439

50' FRONT SE

PORCH

18.9'

440

WATER METER

D. V BL

G

10"

WOODS

435

SIGN

RIDGE

SCRIBENER ROAD

CONCRETE CURB

41.0'

H

W

TER MAIN

W

436

SCHEDULE B-II ITEM #3

439

REBAR TO BE SET

S01° 13' 00"E

"E OXIMATE LOCATION 8" WA N8W4° 58' 21AP PR

31.7'

15' WIDE WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY PER LIBER 12284 PAGE 491

WM

SIGN

HYDRANT

OH

WV

H

236.81'

W

Y

RGE 64 RTC 229-1.5

W

BRUSH

W

ASPH. 2.5'

ASPHALT

MB

W

#715

OH

438

OH

W

OH

STREET SIGN

RGE 64 RTC 230

63.85' 84° 58' 21"E W W N

S02° 16' 14"E

MAG NAIL TO BE SET

OH

OH #711

OH

MB

OH

GRAVEL

RGE 63 FTR 237

OH

WV

8" RCP

W

Y

SIGN

WATER SERVICE

G

E W W

W

W RGE 62

WV

W

WV

WS

POST

WATER VALVE

SIGNAL POLE WV

W

BOLLARD

GAS METER

C

POINT OF BEGINNING

W IN 8" WATER MA E LOCATION W APPROXIMAT

MB

GAS SERVICE

GM WV

Y

IRONDEQUOITWAYNECOUNTYEXPRESSWA

ROAD

W

UTE 40 O R . .S .Y N RIDGE ROAD

MAILBOX

FIVE

440

(66' WIDE) WV

GS

G

IN

8" GAS MA E LOCATION G

OH

UTILITY POLE WITH LIGHT

PUBLISHER'S PARKWAY

HATCH

G

OH

CLEAN OUT

H

441

G

439

LIGHT POLE

AD RO

G

8. RIGHTS OF OTHERS TO THE NATURAL AND UNOBSTRUCTED FLOW OF THE CREEK CROSSING PREMISES AT SOUTHEAST CORNER OF 711 RIDGE ROAD. -CREEK SHOWN ON MAP

G G

438

SANITARY MANHOLE

BAY

G

GV

S

GAS VALVE

7. SANITARY SEWER (20') GRANTED TO TOWN OF WEBSTER BY INSTRUMENT RECORDED IN THE MONROE COUNTY CLERK'S OFFICE IN LIBER 3628 OF DEEDS, AT PAGE 54. -DOCUMENT NOT PROVIDED.

440

G

APPROXIMAT G

LAMP POST

C.O.

RGE 64A

NO #

MANHOLE

GV

6. EASEMENT GRANTED TO MONROE COUNTY WATER AUTHORITY BY INSTRUMENT DATED JULY 14, 1999, AND RECORDED JULY 21, 1999, IN LIBER 9189 OF DEEDS, AT PAGE 226. -EASEMENT IS SHOWN ON MAP.

EXISTING SIGNAL

PEDESTRIAN POLE

MH

RIM=436.22

419.07

MIN. REAR YARD SETBACK (FT)

5. EASEMENT GRANTED TO MONROE COUNTY WATER AUTHORITY BY INSTRUMENT DATED JULY 14, 1999, AND RECORDED JULY 21, 1999, IN LIBER 9189 OF DEEDS, AT PAGE 221. -EASEMENT IS SHOWN ON MAP.

VAN

RO AD

MAX. BUILDING HEIGHT (FT)

END OF PIPE

L

585-442-2000 x285

GR AVE

MONROE COUNTY WATER AUTHORITY

ROAD

KLEM

TELEPHONE PEDESTAL

E

END SECTION

D

150

EM PIR

MIN. LOT WIDTH (FT)

DRI VE

585-777-8523

MAP LE

FRONTIER TELEPHONE OF ROCHESTER

ROAD

KLEM

TELEPHONE MANHOLE

T TP

RO AD

CATCH BASIN

ELECTRIC METER

AKE

SHOEM

ROAD

20%

12" SANITARY 418.95

MAX LOT COVERAGE

EM

INLET DRAINAGE MANHOLE

4. EASEMENT GRANTED TO MONROE COUNTY WATER AUTHORITY BY INSTRUMENT DATED JULY 12, 1999, AND RECORDED JULY 12, 1999, IN LIBER 9184 OF DEEDS, AT PAGE 671. -EASEMENT IS LOCATED ON THE PARCEL TO THE SOUTH AND WEST OF SUBJECT PARCEL, EASEMENT DOES NOT AFFECT SUBJECT PARCEL.

317-575-7800 x2

HE RORMA AD N

D R ROA

D

CHARTER COM NORTHEAST WESTERN NY

ROA

ELECTRIC MANHOLE

E

BAY

REQUIRED 45,000

MIN. LOT AREA (SF)

DRAINAGE MANHOLE

D

N HARD

2. BULK REQUIREMENTS:

3. EASEMENTS AS SHOWN ON SUBDIVISION MAP FILED IN LIBER 358 PAGE 81. -EASEMENTS SHOWN ON MAP.

D EW ITT

UTILITY INFORMATION PER UFPO DESIGN TICKET # 05304-001-486-00 DATED MAY 30, 2024

ROAD

L

IRONDEQUOIT BAY

1. EXISTING ZONING: MC (MEDIUM-INTENSITY COMMERCIAL DISTRICT)

By graphic plotting only, this property is in Zone X of the Flood Insurance Rate Map No. 36055C0228G Community Panel No. 360436, Town of Webster, which bears an effective date of 8/28/2008, No field surveying was performed to determine this zone and an elevation certificate may be needed to verify this determination or apply for a variance from the Federal Emergency Management Agency.

RG

BU E VOS K A

LAKE ONTARIO

SYMBOL LEGEND

SCHEDULE B - SECTION II

FLOOD NOTE:

D

UTILITY INFORMATION

WHITING ROAD

SITE DATA

E 15" HDP

PRELIMINARY

By:

Date:

Daniel T. Hickok, N.Y.S. L.S., No. 050449 PROJECT MANAGER

NO.

DATE

REVISION

BY

CHKD.

APVLS.

N

I

A

S

ED

NO. 0 5 0 4 L AND

R SU

V

Land Surveying

G.M.S.

Landscape Architecture

G.L.R. DATE

6/14/2024 SCALE

1"=30'

FINGERLAKES FCU 711 & 715 RIDGE ROAD

TITLE OF DRAWING

BOUNDARY

R

YO

L. S.

E

( IN FEET ) 1 inch = 30 ft.

G.M.S.

TOPO/BASE

EN

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, LAND SURVEYOR, ARCHITECT OR LANDSCAPE ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY . ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY", FOLLOWED BY HIS/HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATION, TO THE DOCUMENT.

120

DRAWN BY

ST

DA

Civil Engineering

K

Y RK O OK

T E E L T. H I

C

GRAPHIC SCALE

TITLE OF PROJECT

D.T.H.

OF NEW

LI C

EXISTING UTILITIES (LOCATION, SIZES AND INVERTS) SHOWN ON THE PLANS ARE APPROXIMATE AND ARE NOT CERTIFIED AS TO THE ACCURACY OF THEIR LOCATION OR COMPLETENESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATIONS AND DEPTHS OF ALL UTILITIES AND STRUCTURES IN THE PATH OF, OR CLOSELY PARALLEL TO, OR UNDER, THE PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DELAYS OR DAMAGES OCCURRING AS A RESULT OF INCORRECTLY LOCATED UTILITIES. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITY OWNERS IN AMPLE TIME FOR THEM TO LOCATE AND MARK THEIR FACILITIES. THE CONTRACTOR SHALL ALSO NOTIFY UNDERGROUND UTILITY LOCATION SERVICE AT LEAST 48 HOURS IN ADVANCE OF COMMENCING ANY WORK.

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

ALTA/NSPS LAND TITLE SURVEY LOCATION OF PROJECT

TAX PARCEL NO. 079.17-1-79 & 78.111 TOWN LOT 60, TOWNSHIP 13, RANGE 4, PHELPS & GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK CLIENT DWG. # 9444 PWCAMPBELL 109 ZETA DRIVE PITTSBURGH, PENNSYLVANIA 15238 SHEET 1 OF 1

VT100

CONCRETE GUTTER

STACI

SITE LINE LEGEND STREET SIGN/ NO OUTLET/ 8 TON WEIGHT LIMIT

LANE

N

EXISTING RIGHT-OF-WAY LINE EXISTING ADJACENT PROPERTY LINE MIN. BUILDING SETBACK

NO #

RIDGE

UTE 404 O R . .S .Y N ROAD

RGE 64 RTC 229-1.5

CENTER LINE

GRID

STOP SIGN

PARCEL BOUNDARY

EXISTING EASEMENT LINE EXISTING BUILDING EXISTING CONCRETE CURB

(66' WIDE)

RGE 63 FTR 237 #715

EXISTING EDGE OF PAVEMENT

STREET SIGN

RGE 64 RTC 230

EXISTING EDGE OF GRAVEL

MB RGE 62

GRAVEL

MAG NAIL TO BE SET

16.3'

300.65'

236.81'

EXISTING UTILITY POLE , GUY ANCHOR & UTILITY POLE WITH LIGHT

R=40.0'

10' WIDE WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY PER LIBER 9189 PAGE 226

PROPOSED CONCRETE CURB

S01° 13' 00"E

52.9'

S02° 16' 14"E

PROPOSED EDGE OF PAVEMENT

PROPOSED GENERATOR/ CONDENSER UNIT

PROPOSED MONUMENT SIGN

EXISTING STOCKADE & CHAIN LINK FENCE

R=56.0'

15' WIDE WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY PER LIBER 12284 PAGE 491

ASPHALT

EXISTING GUARD RAIL

REBAR TO BE SET

N84° 58' 21"E

ASPH. 2.5'

EXISTING CONC. PAD/ CONC. SIDEWALK

63.84'

N84° 58' 21"E

MB #711

PROPOSED BUILDING PROPOSED CONCRETE SIDEWALK

PROPOSED ADA SIDEWALK RAMPS PROPOSED BIO-RETENTION AREA PROPOSED 3' WIDE FILTER STRIP

COUNTRYMAX SIGN

50' FRONT SE

TBACK

PROPOSED 30' ± FLAGPOLE

STOP

OP T S

2,600 Sq. Ft.

R=145.0'

R=40.0'

PROJECT SPONSOR:

TAX PARCEL NO. 079.17-01-078.111, 079.17-01-79

PARCEL AREA

1.861 ACRES & 0.210 ACRES

BUILDING GFA

X,XXX SQ. FT.

EXISTING ZONING

MC (MEDIUM-INTENSITY COMMERCIAL DISTRICT)

BULK REQUIREMENTS

REQUIRED

R=60.0'

' .0 25

5' 2.

SANITARY SEWER EASEMENT TO THE TOWN OF WEBSTER PER LIBER 358 OF MAPS PAGE 81

5' 9.

N01° 12' 59"W

RGE 1

MIN. LOT AREA (SF)

45,000

MAX LOT COVERAGE

20%

MIN. LOT WIDTH (FT)

150

MAX. BUILDING HEIGHT (FT)

MIN. FRONT YARD SETBACK (FT)

MIN. SIDE YARD SETBACK (FT)

MIN. REAR YARD SETBACK (FT)

PROVIDED

310.62' S01° 13' 00"E

R=5.0'

(49.5' WIDE)

N86° 35' 56"E 61.0

R=50.0'

20' SIDE SETBACK

LANDSCAPING AREA

0' 9.

' .0 20

5' 2.

R=5.0'

PROPOSED 6" BOLLARDS (SEE DETAIL)

50' FRONT SETBACK

R=15.0' R=5.0'

147.34'

25.0'

FINGERLAKES, FCU

HATCH

PROPOSED CONCRETE SIDEWALK (SEE DETAILS) PROPOSED ADA RAMP (SEE DETAILS)

145.45'

R=15.0'

SITE DATA

' .0

R=170.0'

PARKING REQUIREMENT

1 SPACE/150 SF GROSS FLOOR AREA OVER 1000 SF 1/150 x 1,180 = 8 PARKING SPACES PARKING PROVIDED: 4 PARKING SPACES, 1 ADA/HANDICAP TOTAL = 14 PARKING SPACES

ASPHALT

R=24.0'

11.00' 11.00'

LANDSCAPING AREA

PROVIDE 3.0' CURB TRANSITION (TYP.) R=30.0'

ROAD

R=33.0'

ONLY ONLY

OVERHANG

PROVIDE 3.0' WIDE CURB BREAK

R=24.0'

R=33.0'

EXISTING BUILDING 'COUNTRYMAX'

ASPH.

14.00'

R=15.0'

36.0'

R=10.0'

75' REAR SETBACK

290.64'

15' WIDE WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY PER LIBER 12284 PAGE 491

LANDSCAPING AREA

BENCHMARK REBAR W/CAP ELEV=433.10

20' WIDE WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY PER LIBER 9189 PAGE 221

APPROXIMATE LOCATION OF FEDERAL WETLAND R4SB PER NATIONAL WETLAND INVENTORY

163.28'

RGE 2

SANITARY SEWER EASEMENT TO THE TOWN OF WEBSTER PER LIBER 358 OF MAPS PAGE 81

GRAPHIC SCALE 20

35 MPH CONCRETE PAD

( IN FEET ) 1 inch = 20 ft. (24" x 36" SHEET) 1 inch = 40 ft. (12" x 18" SHEET)

RIP-RAP

10.6'

N.Y.S. DEC CLASS C STREAM REGULATION 847-575.6 PER ENVIRONMENTAL MAPPER

VENT

300.00'

S88° 47' 00"W

COPYRIGHT © 2025 COSTICH ENGINEERING, D.P.C. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, LAND SURVEYOR, ARCHITECT OR LANDSCAPE ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY . ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY", FOLLOWED BY HIS/HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATION, TO THE DOCUMENT.

T.G.=428.09 REBAR TO BE SET GRAVEL

N/F FARMINGTON LAWN CARE, INC. T.A.# 079.17.17-1-78.121 695 RIDGE ROAD LIBER 12242 PAGE 56 LOT 1 LIBER 358 OF MAPS PAGE 81

REBAR TO BE SET

NO.

CONCRETE HEADWALL METAL SWING GATE

REVISION

BY

A

OF E

ER

D.J.L.

AL SS I O N

TOPO/BASE

Landscape Architecture

G.L.R. DATE

SCALE

1"=20'

APVLS.

FINGERLAKES FCU 711 & 715 RIDGE ROAD

Land Surveying

G.M.S.

03/03/2025

CHKD.

TITLE OF DRAWING

BOUNDARY

I NE

NG

ED

E 0 9 6 1 84 R P PR

E

A

MI

M LI

IN

Civil Engineering

DRAWN BY

RY

H

C

RK O IE

ST

T E EL O R I T Y HA

TITLE OF PROJECT

E.R.G.

OF N EW

NS

T.G.=428.92

DATE

PROJECT MANAGER

L I CE

ASPHALT

WOOD GUIDE RAIL

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

SITE PLAN LOCATION OF PROJECT

TAX PARCEL NO. 079.17-1-79 & 78.111 TOWN LOT 60, TOWNSHIP 13, RANGE 4, PHELPS & GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

CLIENT

PWCAMPBELL ATTN. JASON STRAYLEY 109 ZETA DRIVE PITTSBURGH, PENNSYLVANIA 15238

DWG. #

9444

SP101

SHEET 06 OF 12

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