711 715 Site Development Plans

FINGERLAKES FCU 711 & 715 RIDGE ROAD SITE DEVELOPMENT PLANS TOWN OF WEBSTER COUNTY OF MONROE STATE OF NEW YORK ROAD

ALS TYN E RO AD

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ROAD

KLEM

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AD RO

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DEW ITT

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PUBLISHER'S PARKWAY IRONDEQUOIT

PRESSWAY WAYNE COUNTY EX ROUTE 104 N.Y.S.

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SCRIBENER

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ROAD

PREPARED FOR

PWCAMPBELL 109 SETA DRIVE PITTSBURGH, PENNSYLVANIA 15238

TE

K OR I E

ROAD

PLANK

ROAD

EMP

TOWN OF WEBSTER

TOWN OF PENFIELD

ROAD

IRONDEQUOIT BAY

LINE

D

PROJECT LOCATION

SHOECRAFT

MILE

VD BL

AD RO

JACKSON

L

LE

FIVE

RIDGE HATCH

A RO

DRAWING TITLE COVER SHEET (SHEET 01 OF 12) EXISTING FEATURE/DEMOLITION PLAN (SHEET 02 OF 12) EROSION CONTROL PLAN (SHEET 03 OF 12) SITE PLAN (SHEET 04 OF 12) UTILITY PLAN (SHEET 05 OF 12) GRADING PLAN (SHEET 06 OF 12) LANDSCAPE PLAN (SHEET 07 OF 12) DETAIL SHEET (SHEET 08 OF 12) DETAIL SHEET (SHEET 09 OF 12) DETAIL SHEET (SHEET 10 OF 12) DETAIL SHEET (SHEET 11 OF 12) DETAIL SHEET (SHEET 12 OF 12)

BAY

SHEET NO. GA001 CA100 CA110 CA120 CA130 CA140 LA100 CA500 CA501 CA502 CA503 CA504

ROAD

KLEM

VAN

M R DRU M

INDEX OF DRAWINGS

OAD

KER R HOEMA

HARD

HE R RO MA AD N

D. LA

NORTH

G

BUR

VOS

KE

WHITING ROAD

LAKE ONTARIO

AL S S I ON

LOCATION SKETCH NOT TO SCALE

Civil Engineering Land Surveying Landscape Architecture

Costich Engineering

FINGERLAKES FCU 711 & 715 RIDGE ROAD SITE DEVELOPMENT PLANS TOWN OF WEBSTER COUNTY OF MONROE STATE OF NEW YORK

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

PRELIMINARY PLANS DATE:

MAY 12, 2025

PROJECT NO.

9444

SHEET NO.

GA001 SHEET 01 OF 12

LANE

G

GRID

EXISTING TELEPHONE

UG

EXISTING UNDERGROUND UTILITIES

G

EXISTING GAS

E

EXISTING ELECTRIC

434

8" RCP

435

32"

W

LOD

DEMOLITION LEGEND EXISTING DECIDUOUS & CONSCIOUS TREES TO BE REMOVED

EXISTING WOODED AREA TO BE REMOVED

EXISTING CONCRETE CURB TO BE REMOVED

43 6

433

432

ASPH.

48"

435

EXISTING CONTOUR

G

(TO BE REMOVED)

OH

432

433

435

434

431

OH

BLOCK RETAINING WALL

430

439

9.8'

147.34'

9 43

PORCH

(TO BE REMOVED)

STOCKADE, CHAIN LINKED FENCE

100

LOD

(TO BE RAZED)

BOLLARD

431

G

437 431

430

EXISTING SWALE

HATCH

(TO BE RAZED) 440

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

TREE,HEDGE,EDGE OF WOODS

440

APPROXIMATE LOCATION 4" GAS MAIN

435

429

G

EXISTING BUILDING TO BE REMOVED

W

43 8

LOD

2 43

W

RGE 1

X X

434

PROPOSED SILT FENCE

LOD

LIMITS OF DISTURBANCE

LOD

12"

(TO BE REMOVED)

SF

OH

310.62'

36"

BURIED CONCRETE FOUNDATION

INLET PROTECTION

LIMITS OF DISTURBANCE (TYP.)

X

430

EXISTING CONCRETE TO BE REMOVED

G

26"

EXISTING ASPHALT TO BE REMOVED (TYP.)

X

LOD

12" SANITARY

(TO BE REMOVED)

OH

WOODS

(49.5' WIDE)

LIMITS OF DISTURBANCE (TYP.) 4

T

D

WV

433

EXISTING DECIDUOUS TREE TO BE REMOVED (TYP.)

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

436

432

T

WV

437

436

POST W/ CHAIN (TYP.)

EXISTING OVERHEAD UTILITIES

OH

434

439

PARCEL II AREA = 0.210 ACRES

GM

438

32"

429

OH

G

440

LOD

429

HATCH ROAD PARTNERSHIP T.A.# 079.17-1-79 715 RIDGE ROAD LIBER 9567 PAGE 186

PORCH

LOD

COUNTRYMAX SIGN

OH

EXISTING GUARD RAIL

OH

10"

431 430

S

LOD

EXISTING CONCRETE SIDEWALKS TO BE REMOVED (TYP.) N/F

436

437

D

WV

(TO BE REMOVED)

S01° 13' 00"E

CONCRETE CURB

435

432

Y

G

440

W

H

WOODS

433

RIM=440.18 BOTTOM=420.46 ABANDONED?

W

ASPHALT

H

W

LOD

434

GV

W

437

435

W REBAR TO BE SET

W

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

D

W

BRUSH

ASPH. 2.5'

436

LOD

N84° 5W8' 21"E

LOD

WV

63.84'

LOD

W

439

EXISTING SANITARY SEWER & MANHOLE

S

IN W 8" WATER MA E LOCATION APPROXIMAT

LOD

438

OH

LOD

G

W

OH

BRUSH

OH OH

LOD

300.65' LOD 236.81' W

EXISTING WATER MAIN, VALVE, & HYDRANT

Y

OH

LOD

N84° 58W' 21"E

LOD

OH

W

MB #711

OH

W

OH

W

G

E APPR

W

MAIN

W

OH

GRAVEL

WV

Y

OH

STREET SIGN

RGE 64 RTC 230

#715

MB

W TER CATION 8" WA OXIMATE LO

EXISTING EDGE OF PAVEMENT

TR

W

OH

OH 438

440 W

W

OH

WV

W

439

OH

W

WV

RGE 63 FTR 237

RGE 62

437

W

WV

W

(66' WIDE)

LIMITS OF DISTURBANCE (TYP.)

EXISTING CONCRETE CURB

W

WV

OH

MAG NAIL TO BE SET

441

8" RCP

E

439

RGE 64 RTC 229-1.5

D

GV

OH

W

OH

CENTER LINE

UTE 404 O R . .S .Y N RIDGE ROAD

438

EXISTING ADJACENT PROPERTY LINE

440

G

438

EXISTING RIGHT-OF-WAY LINE

G G

8" GAS MAIN E LOCATION APPROXIMAT G

NO # 437

N

441

G

436

G

G W

STOP SIGN

G

APPROX. LOCATION 12" WATER MAIN W W

435

BOUNDARY PARCEL LINE

G

OH

CONCRETE GUTTER

G G

STREET SIGN/ NO OUTLET/ 8 TON WEIGHT LIMIT

WV

CONCRETE GUTTER

G

437

LOD LOD

429

437

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.

THE DEEDS AS SHOWN ON FILE IN THE MONROE COUNTY CLERK'S OFFICE.

W

LO D 436

OH

423 EXISTING BUILDING 'COUNTRYMAX'

REFERENCES G

LANDSCAPING AREA

433

42 8

425

ASPH.

5 43

LOD LOD426

ASPH.

OH

OVERHANG

(TO BE REMOVED)

W

427

W

430

431

433

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

G

433

432

WOODS

ROAD

ASPHALT

(TO BE REMOVED)

431

428

6 43

OH

GRAVEL

LOD

. P.E

.D.

LANDSCAPING AREA

432

G

WOODS

(TO BE REMOVED)

429

424

434

43 3

AN . 12 "S

G

429

35 MPH

4'W x 6'H BOX CULVERT G

426

424

INV=423.89

OH

W

427

425

429

432

6" P.V.C.

423.99 GRAVEL

430

W

G

429

INV=426.95

05/12/2025

NO.

DATE

ISSUED FOR MUNICIPAL SUBMISSION REVISION

A

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D.J.L.

AL SS I ON

Land Surveying

G.M.S. TOPO/BASE

Landscape Architecture

G.L.R. DATE

05/12/2025 SCALE

1"=20'

BY

CHKD.

Costich Engineering

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

APVLS.

FINGERLAKES FCU 711 & 715 RIDGE ROAD

TITLE OF DRAWING

BOUNDARY

I NE

L I CE

INV=421.14

M.P.M.

Civil Engineering

DRAWN BY

ER

AR 'W

T E EL O R I T Y

D.J.L.

TITLE OF PROJECT

E.R.G.

OF N EW

RK O IE

PROJECT MANAGER

12" H.D.P.E.

METAL SWING GATE

CONCRETE HEADWALL

423.52

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 2 3.6 NOTIFY THE VARIOUS UTILITY OWNERS IN AMPLE TIME FOR THEM TO 42 LOCATE AND MARK423. THEIR FACILITIES. THE CONTRACTOR SHALL ALSO 32 T.G.=428.92 NOTIFY UNDERGROUND UTILITY LOCATION SERVICE AT LEAST 48 . .E .P 15" H.D HOURS IN ADVANCE OF COMMENCING ANY WORK.

CH

430

MI

ASPHALT

12" SANITARY

H. REBAR TO BE SET

WOOD GUIDE RAIL

W

P

D.

" 12

. .E

CM P

42 9

18" H.D.P.E.

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.

INV=421.89

428

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

T.G.=428.09

9 3.9 42

OH

43 BRUSH

300.00'

428

RIM=429.69 FULL OF WATER BOTTOM=422.69

428

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

S88° 47' 00"W

429

S

428

S

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=423.64

429

426

427

UTILITY BOARD

REBAR TO BE SET

RIM=430.39

RIP-RAP

VENT

430

CONCRETE 427 PAD

429

RGE 2

GRAPHIC SCALE

424

WOODS

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)

BENCHMARK REBAR W/CAP ELEV=433.10

422

1.9

423.86

LIMITS OF DISTURBANCE (TYP.)

425

0 43

1.8 42

LOD

422

423

6 42

LOD

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

W

8 42

423

PARCEL I AREA = 1.861 ACRES

D G

D

OH

3.9

RIM=430.78

8" P.V.C. 422.41

LO

42 L OD 7

424

N/F HATCH ROAD PARTNERSHIP T.A.# 079.17-1-78.111 711 RIDGE ROAD LIBER 9567 PAGE 181 LOT 2 LIBER 358 OF MAPS PAGE 81

S

431

426

431

LOD

LANDSCAPING AREA

43 0

425

W

LOD

422.02

LIMITS OF DISTURBANCE (TYP.)

SURVEY NOTES

421.76

(TO BE REMOVED)

425

W

424

RIM=433.45

WOODS

423

432

G

LO D

422

435

6'H

32"

LINE LEGEND

G

STACI

440 G

436

EXISTING FEATURES/ DEMOLITION 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

CA100

SHEET 02 OF 12

LANE

G

435

432

8" RCP

SF 439

EXISTING GAS

E

EXISTING ELECTRIC

STOCKADE, CHAIN LINKED FENCE EXISTING CONTOUR

EROSION CONTROL LEGEND

SF

PROPOSED SILT FENCE

LOD

LIMITS OF DISTURBANCE

G

OH

SF

W

147.34'

9 43

435

434

433

432

430

431

G

100

LOD

BOLLARD

431

G

OH

431

POST W/ CHAIN (TYP.)

EXISTING UNDERGROUND UTILITIES

EXISTING SWALE

G

437

436

430

UG

D

434

440 429

UG

TREE,HEDGE,EDGE OF WOODS

HATCH

429

LOD

433

436

LOD

COUNTRYMAX SIGN

430

SF

437

431

EXISTING TELEPHONE

OH

434

439

T

440

APPROX. LOCATION 12" WATER MAIN W W

438

T

G

437

432

PARCEL II AREA = 0.210 ACRES

440

EXISTING OVERHEAD UTILITIES

EXISTING GUARD RAIL

OH

435

433

S

LOD

N/F HATCH ROAD PARTNERSHIP T.A.# 079.17-1-79 715 RIDGE ROAD LIBER 9567 PAGE 186

436

ASPHALT

OH

APPROXIMATE LOCATION 4" GAS MAIN

S01° 13' 00"E

W

OH

WV

PROPOSED SILT FENCE (TYP.)

Y

G

440

W

LOD

434

RIM=440.18 BOTTOM=420.46 ABANDONED?

H

437

435

W

D

WV

W W

439

H

W REBAR TO BE SET

W

ASPH. 2.5'

436

LOD

N84° 5W8' 21"E

LOD

WV

63.84'

LOD

D

IN W 8" WATER MA E LOCATION APPROXIMAT

LOD

OH OH

438

OH

OH 438

LOD

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

W

OH

OH OH

LOD

300.65' LOD 236.81' W

OH

LOD

N84° 58W' 21"E

LOD

OH

OH OH

W

MB #711

OH

W

OH

W

EXISTING SANITARY SEWER & MANHOLE

S

GV

APPR

W

MAIN

EXISTING WATER MAIN, VALVE, & HYDRANT

Y

W

OH

TER CATION 8" WA OXIMATE LO

G

OH

GRAVEL

H

E W

439

WV

MB

W

OH

STREET SIGN

RGE 64 RTC 230

#715

W

WV

Y

TR

W

RGE 62

EXISTING EDGE OF PAVEMENT

G

440 W

WV

RGE 63 FTR 237

W

MAG NAIL TO BE SET

W

WV

W

OH

W

W W

WV

(66' WIDE)

EXISTING CONCRETE CURB

GRID

441

8" RCP

E

439

RGE 64 RTC 229-1.5

D

GV

OH

437

OH

CENTER LINE

UTE 404 O R . .S .Y N RIDGE ROAD

438

EXISTING ADJACENT PROPERTY LINE

440

G

438

EXISTING RIGHT-OF-WAY LINE

G G

8" GAS MAIN E LOCATION APPROXIMAT G

NO # 437

N

441

G

436

G

G W

STOP SIGN

G

OH

435

BOUNDARY PARCEL LINE

G

SF

CONCRETE GUTTER

G G

STREET SIGN/ NO OUTLET/ 8 TON WEIGHT LIMIT

WV

CONCRETE GUTTER

G

437

LOD

435 43 6

SF

433

432

SF 429

G

SF

12" SANITARY

8 43

LOD

SF

434

LOD

42 8

SF

425

436

434

423

SF

LOD

LIMITS OF DISTURBANCE (TYP.)

GRAPHIC SCALE G

422

1.9

426

429

4'W x 6'H BOX CULVERT

424

OH

425

432

9 42

423.99

428

GRAVEL

430

W

G

429

INV=426.95

05/12/2025

NO.

DATE

ISSUED FOR MUNICIPAL SUBMISSION REVISION

A

C

HA

0 9 6 1 84

OF E

E

ED

PR

NG

NS

W

D.J.L.

AL SS I ON

TOPO/BASE

Landscape Architecture

G.L.R. DATE

SCALE

1"=20'

CHKD.

APVLS.

FINGERLAKES FCU 711 & 715 RIDGE ROAD

Land Surveying

G.M.S.

05/12/2025

BY

TITLE OF DRAWING

BOUNDARY

I NE

L I CE

INV=421.14

M.P.M.

Civil Engineering

DRAWN BY

ER

AR 'W

H

6'H

T E EL O R I T Y

D.J.L.

TITLE OF PROJECT

E.R.G.

OF N EW

RK O IE

PROJECT MANAGER

12" H.D.P.E.

METAL SWING GATE

CONCRETE HEADWALL

423.52

CH

430

ST

ASPHALT

12" SANITARY

H. REBAR TO BE SET

WOOD GUIDE RAIL

W

P

D.

" 12

. .E

CM P

42 9

18" H.D.P.E.

INV=421.89 6" P.V.C.

9 3.9 42

T.G.=428.09

INV=423.89

W

427

429

428

RIM=429.69 FULL OF WATER BOTTOM=422.69

BRUSH

300.00'

S88° 47' 00"W

429

S

G

428

UTILITY BOARD

428

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

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

S RIP-RAP

427

INV=423.64

429

426

35 MPH

RIM=430.39

OH

CONCRETE 427 PAD

VENT

430

424

WOODS

422.02

PARCEL I AREA = 1.861 ACRES

RGE 2

12 "S

422

W

423.86

AN .

43 3

8 42

LOD

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 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)

BENCHMARK REBAR W/CAP ELEV=433.10

SF

425

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

8" P.V.C. 422.41

G

423

S

SF43 1D LO

SF

OD 7

SURVEY NOTES OH

3.9

42 L

423

REBAR TO BE SET

PROPOSED SILT FENCE (TYP.)

SF

424

6 42

43 0

LOD

N/F HATCH ROAD PARTNERSHIP T.A.# 079.17-1-78.111 711 RIDGE ROAD LIBER 9567 PAGE 181 LOT 2 LIBER 358 OF MAPS PAGE 81

429

THE DEEDS AS SHOWN ON FILE IN THE MONROE COUNTY CLERK'S OFFICE.

SF

1.8

LOD

426

0 43

3. RIM=433.45

425

D

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

W

RIM=430.78

421.76

SF

425

431

435

G

LO D

422

LANDSCAPING AREA

SF

424

OH

423

432

W

LO D

EXISTING BUILDING 'COUNTRYMAX'

REFERENCES G

LANDSCAPING AREA

433

LOD426

437

SF

SF LOD

LOD

429

OVERHANG

OH

5 43

SF

MI

430

SF

W

ASPH.

G

430

431

W

432

433

OH

PROPOSED SILT FENCE (TYP.)

427

432

WOODS

SF

433

MATERIAL STAGING AREA

6 43

ROAD

LANDSCAPING AREA

PROVIDE CONCRETE WASHOUT AREA 431

LOD

. P.E

.D.

433

G

PROPOSED SILT FENCE (TYP.)

428

PROVIDE TEMPORARY CONSTRUCTION ENTRANCE (SEE DETAIL ON SHEET CA504)

LOD

310.62'

OH

SF

429

ASPHALT

SF

W

430

RGE 1 G

OH

LOD

43 8

TOPSOIL STOCK PILE

(49.5' WIDE)

W

32"

LINE LEGEND

G

STACI

440 G

436

Costich Engineering

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

EROSION CONTROL 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

CA110

SHEET 03 OF 12

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 #

UTE 404 O R . .S .Y N RIDGE 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

N84° 58' 21"E

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

PROPOSED 30' ± FLAGPOLE

16.0'

54.3'

ASPHALT

R=56.0'

EXISTING STOCKADE & CHAIN LINK FENCE

54.3'

EXISTING UTILITY POLE , GUY ANCHOR & UTILITY POLE WITH LIGHT PROPOSED EDGE OF PAVEMENT

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

PROPOSED CONCRETE CURB

N/F HATCH ROAD PARTNERSHIP T.A.# 079.17-1-79 715 RIDGE ROAD LIBER 9567 PAGE 186

R=45.0'

PARCEL II AREA = 0.210 ACRES

R=25.0'

S01° 13' 00"E

ASPH. 2.5'

PROPOSED MONUMENT SIGN

145.45' S02° 16' 14"E

24.2'

MAG NAIL TO BE SET

EXISTING GUARD RAIL

REBAR TO BE SET

12.0'

300.65' 236.81'

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

R=40.0' PROPOSED 3' WIDE FILTER STRIP

COUNTRYMAX SIGN

50' FRONT SE

BUILDING OVERHANG

TBACK

PROPOSED GENERATOR PAD. COORDINATE SIZE AND THICKNESS WITH GENERATOR MANUFACTURER. POST W/ CHAIN (TYP.)

HATCH

PROPOSED CONCRETE PAVING. SEE SHEET A101 FOR CONCRETE PAD DIMENSIONS AND APE BOLLARD LOCATIONS/DETAIL

52.5'

SITE DATA

BOLLARD

FINGERLAKES, FCU

9.5'

PROPOSED CONCRETE SIDEWALK (SEE DETAILS) 16.0'

(49.5' WIDE)

N01° 12' 59"W

15.0'

INFILTRATION BIO-RETENTION AREA #1

50' FRONT SETBACK

42.0' 8

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

PARCEL AREA

1.861 ACRES & 0.210 ACRES

EXISTING ZONING

MC (MEDIUM-INTENSITY COMMERCIAL DISTRICT)

BULK REQUIREMENTS

REQUIRED

PROVIDED

MIN. LOT AREA (SF)

45,000

2.07 ACRES

MAX LOT COVERAGE

20%

5.9%

MIN. LOT WIDTH (FT)

150

300.65

MAX. BUILDING HEIGHT (FT)

22'±

MIN. FRONT YARD SETBACK (FT)

54±

RGE 1

MIN. SIDE YARD SETBACK (FT)

52±

MIN. REAR YARD SETBACK (FT)

185±

STOP

INFILTRATION BASIN #1

R=5.0'

25.0'

PROVIDE 3.0' CURB TRANSITION

PROPOSED 6" BOLLARDS (SEE DETAIL)

1/150 x 1,180 = 8 PARKING SPACES REQUIRED PARKING PROVIDED: 15 PARKING SPACES, 1 ADA/HANDICAP TOTAL = 16 PARKING SPACES

R=35.0' PROVIDE 1.0' CURB GAP

10.0'

0" REVEAL CURB

1 SPACE/150 SF GROSS FLOOR AREA OVER 1000 SF

R=5.0'

R=25.0'

R=20.0'

ASPHALT

20.0'

ROAD

20' SIDE SETBACK

PROPOSED CONCRETE PAVING

PARKING REQUIREMENT:

310.62' S01° 13' 00"E

N86° 35' 56"E 61.0

R=5.0'

LANDSCAPING AREA

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

18.0'

PROPOSED ADA RAMP (SEE DETAILS)

148.2'

147.34'

2,587 Sq. Ft.

PROVIDE 6.0' CURB TRANSITION

ASPH.

R=59.0' OVERHANG

LANDSCAPING AREA

R=20.0' PROVIDE 3.0' CURB TRANSITION FILTRATION BIO-RETENTION AREA #1

185.6'

FILTRATION BIO-RETENTION AREA #2

EXISTING BUILDING 'COUNTRYMAX'

75' REAR SETBACK

290.64'

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

LANDSCAPING AREA

WEIR OUTLET TOP OF WEIR=434.0 S.W.E.L.=430.0 3" ORIFICE INV.=430.0 (SEE DETAIL)

PARCEL I AREA = 1.861 ACRES

BENCHMARK REBAR W/CAP ELEV=433.10

20' WIDE WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY PER LIBER 9189 PAGE 221 RGE 2

163.28'

N/F HATCH ROAD PARTNERSHIP T.A.# 079.17-1-78.111 APPROXIMATE 711 RIDGE ROAD LOCATION OF FEDERAL WETLAND R4SB PER LIBER 9567 PAGE 181 NATIONAL WETLAND LOT 2 INVENTORY LIBER 358 OF MAPS PAGE 81

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

CONCRETE HEADWALL METAL SWING GATE

05/12/2025

NO.

DATE

ISSUED FOR MUNICIPAL SUBMISSION REVISION

A

D.J.L./A.C.M.

AL SS I ON

TOPO/BASE

Landscape Architecture

G.L.R. DATE

SCALE

1"=20'

CHKD.

APVLS.

FINGERLAKES FCU 711 & 715 RIDGE ROAD

Land Surveying

G.M.S.

05/12/2025

BY

TITLE OF DRAWING

BOUNDARY

I NE

OF E

NG

0 9 6 1 84

E

ED

PR

M.P.M.

Civil Engineering

DRAWN BY

ER

MI

C

ST

H

C

HA

RK O IE

T E EL O R I T Y

D.J.L.

TITLE OF PROJECT

E.R.G.

OF N EW

NS

T.G.=428.92

PROJECT MANAGER

L I CE

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.

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

CA120

SHEET 04 OF 12

CONCRETE GUTTER

PARCEL BOUNDARY OH

G

LANE

N

EXISTING RIGHT-OF-WAY LINE

G

EXISTING ADJACENT PROPERTY LINE

G

W

G

CENTER LINE

G

W

WV

W

D

E

EXISTING ELECTRIC SERVICE

D

Y

PROPOSED WATER MAIN, VALVE, & HYDRANT

W S

PROPOSED SANITARY SEWER, & MANHOLE

D

PROPOSED DRAINAGE SEWER, FIELD INLET, INLET MANHOLE, MANHOLE, & END SECTION

OH

PROPOSED OVERHEAD UTILITIES

T

PROPOSED TELEPHONE

UG

PROPOSED UNDERGROUND UTILITIES

G

PROPOSED GAS SERVICE

E

PROPOSED ELECTRIC SERVICE

G

12" SANITARY

W

CO INV. = 435.39

N86° 35' 56"E 61.0

OH

7 LF 2" COPPER DOMESTIC WATER SERVICE WITH CURB STOP AT THE ROW

W

RGE 1 G

DA-2 ROOF LEADER INV. = 435.06

DA-4 END SECTION INV=434.28

EXISTING GAS SERVICE

OH

CO INV. =435.37

INFILTRATION BASIN #1

135LF 8" SDR-21 @1.00%

WV

427.00

(49.5' WIDE)

INFILTRATION BIO-RETENTION AREA #1

DA-1 ROOF LEADER INV. = 435.24

C.O.

434.84

DA-3 12" DIA. NYLOPLAST IN-LINE INLET TG = 437.7

430.00

G

PROPOSED 3' WIDE FILTER STRIP

ST ASPH.

G

D-5 END SECTION INV=434.03

EXISTING UNDERGROUND UTILITIES

PROPOSED BIO-RETENTION AREA

H

DA ROOF LEADER INV. = 435.63

D-4 ROOF LEADER INV. = 427.92

UG

PROPOSED BUILDING

OH

F.F.E.=438.6

GS

160LF 8" SDR-21 @1.00%

EXISTING TELEPHONE SERVICE

EXISTING GUARD RAIL

G

2,587 Sq. Ft.

T

G

FINGERLAKES, FCU

EXISTING OVERHEAD UTILITIES

PROPOSED CONCRETE CURB

OH

CONNECT TO EXISTING 12" SEWER MAIN WITH WYE AND RISER MAINTAIN MIN. 18" VERTICAL SEPARATION SANITARY CLEAN OUT (TYP.) 82 LF 6" PVC SDR-21 SANITARY LATERAL @ 2.0%

D ROOF LEADER INV. = 435.63

OH

PROPOSED EDGE OF PAVEMENT

HATCH

CO INV.=435.37

D-3 ROOF LEADER INV. = 428.53

BOLLARD

CO INV.=435.39

435.22

G

PARCEL II AREA = 0.210 ACRES

APPROX. LOCATION 12" WATER MAIN W W

435.22

435.00 435.00

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

OH

CO INV.=434.85

N/F HATCH ROAD PARTNERSHIP T.A.# 079.17-1-79 715 RIDGE ROAD LIBER 9567 PAGE 186

8" RCP

D-1 12" DIA. NYLOPLAST IN-LINE INLET TG =437.62

D

G

ASPHALT

OH

D-2 12" DIA. NYLOPLAST IN-LINE INLET TG= 437.4

S

WV

W W

ASPH. 2.5'

EXISTING SANITARY SEWER, & MANHOLE

W

OH OH

S

Y

G

145.45' S02° 16' 14"E

W

H

EXISTING WATER SERVICE TO BE FIELD LOCATED AND ABANDONED FOR A QUOTED AMOUNT TO M.C.W.A.

W

EXISTING WATER MAIN, VALVE, & HYDRANT

W

D

W W

W

OH OH

Y

RIM=440.18 BOTTOM=420.46 ABANDONED?

W

WV

OH

WV

H

OH

W

OH

H

W

OH

W W

W

GV

W

IN W 8" WATER MA E LOCATION

APPROXIMAT

W

APPR

WV

MB #711

OH

EXISTING UTILITY POLE , GUY ANCHOR & UTILITY POLE WITH LIGHT

W W

OH

W

OH

GRAVEL

W

G

E W W

WV

MB

W

EXISTING CONCRETE PAD/ CONCRETE SIDEWALK

G G

OH

RGE 64 RTC 230

#715

EXISTING EDGE OF GRAVEL OH

OH

W

OH

EXISTING EDGE OF PAVEMENT

Y

TR

W

MAIN

WV

W

RGE 63 FTR 237

RGE 62

WV

W

(66' WIDE)

TER CATION 8" WA OXIMATE LO

EXISTING CONCRETE CURB

W W

WV

OH

GRID

OH

EXISTING EASEMENT LINE.

RGE 64 RTC 229-1.5

8" RCP

E

- N.Y RIDGE ROAD

4 .S. ROUTE 40

D

G

OH

GV

NO #

G

8" GAS MAIN E LOCATION APPROXIMAT G

APPROXIMATE LOCATION 4" GAS MAIN

CONCRETE GUTTER

G

G G G G

POST W/ CHAIN (TYP.)

UTILITY LINE LEGEND

G G

STACI

G

WV

W

G

W

430.63

ASPH.

G

FILTRATION BIO-RETENTION AREA #1

W

LANDSCAPING AREA ASPHALT

MCWA TO EXCAVATE AND INSTALL 2" SERVICE OFF 12" MAIN WITH THE CURB STOP LOCATED ON THE WESTERN ROW LINE OF HATCH ROAD. MCWA TO PERFORM PERMANENT RESTORATIONS FOR A QUOTED AMOUNT TO THE OWNER.

ROAD

. P.E

.D.

DC-2 12" DIA. NYLOPLAST TG=432.3

OH

190LF 2" PE DOMESTIC WATER SERVICE AFTER CURB STOP CONNECTION

OH

8 43

DB-2 12" DIA. NYLOPLAST TG=434.0

EXISTING BUILDING 'COUNTRYMAX'

430.5

0 43

0.57

14'-8" HDPE @ 0.50% DC-1 12" DIA. NYLOPLAST TG=437.5 20'-8" HDPE @ 2.47%

W

17'-8" HDPE @ 0.50% FILTRATION BIO-RETENTION AREA #2 DB END SECTION INV=430.00

G

37'-8" HDPE @ 0.50% (PERF.)

OH

DB-1 12" DIA. NYLOPLAST TG=434.0

11'-8" HDPE @ 0.50%

PE D " H 0% '-8 2.1 24 @

23'-8" HDPE @ 0.50% (PERF.)

430.5

0.58

G

LANDSCAPING AREA

430.69

5 0.

430.81

430.50

430.69

RIM=433.45

421.76

430.5

W

OVERHANG

8" P.V.C. 422.41

OH

1.8

S

D

DC 12" DIA. NYLOPLAST TG=434.6

423.86

WEIR OUTLET TOP OF WEIR=434.0 S.W.E.L.=430.0 3" ORIFICE INV.=430.0

PARCEL I AREA = 1.861 ACRES

AN .

RIM=430.78

RGE 2

12 "S

N/F HATCH ROAD PARTNERSHIP T.A.# 079.17-1-78.111 711 RIDGE ROAD LIBER 9567 PAGE 181 LOT 2 LIBER 358 OF MAPS PAGE 81

W

G

3.9

LANDSCAPING AREA

GRAPHIC SCALE 20

7 1.9

422.02

4'W x 6'H BOX CULVERT G

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

OH

W

INV=423.89

UTILITY BOARD

S

T.G.=428.09 423.99 GRAVEL

W

9 3.9 42

WOOD GUIDE RAIL INV=426.95

A

C

ST

C

HA

DATE

REVISION

W

OF E

NG

0 9 6 1 84

AL SS I ON

TOPO/BASE

Landscape Architecture

G.L.R. DATE

1"=20'

CHKD.

APVLS.

FINGERLAKES FCU 711 & 715 RIDGE ROAD

Land Surveying

G.M.S.

SCALE

BY

TITLE OF DRAWING

BOUNDARY

05/12/2025

M.P.M.

Civil Engineering

D.J.L.

I NE PR

E

ED

INV=421.14

D.J.L.

TITLE OF PROJECT

DRAWN BY

ER

MI

12" SANITARY

AR 'W

H

6'H

T E EL O R I T Y

RK O IE

NO.

ISSUED FOR MUNICIPAL SUBMISSION

E.R.G.

NS

T.G.=428.92

05/12/2025

OF N EW

L I CE

423.52

2 3.6 42

PROJECT MANAGER

12" H.D.P.E.

METAL SWING GATE

CONCRETE HEADWALL

W

H

ASPHALT

CM P

" 12

. .D

CH

E.

P.

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 423.32 NOTIFY UNDERGROUND UTILITY LOCATION SERVICE AT LEAST 48 .E. 15" H.D.P HOURS IN ADVANCE OF COMMENCING ANY WORK.

INV=421.89 6" P.V.C.

G

18" H.D.P.E.

RIM=429.69 FULL OF WATER BOTTOM=422.69

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

S RIP-RAP

VENT

INV=423.64

CONCRETE PAD

OH

W

G

RIM=430.39

Costich Engineering

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

UTILITY 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

CA130

SHEET 05 OF 12

440

CONCRETE GUTTER

STACI

436

GRADING LINE LEGEND

437

435

436

EXISTING RIGHT-OF-WAY LINE EXISTING ADJACENT PROPERTY LINE

440

CENTER LINE

NO # 437

PARCEL BOUNDARY

441

LANE

32"

ROUT . .S .Y N D A RIDGE RO

438

439 438

(66' WIDE)

E 404

441

RGE 64 RTC 229-1.5

EXISTING CONCRETE CURB EXISTING EDGE OF PAVEMENT EXISTING EDGE OF GRAVEL

LIMITS OF DISTURBANCE (TYP.)

RGE 63 FTR 237

EXISTING CONCRETE PAD/ CONCRETE SIDEWALK

440 RGE 64 RTC 230

#715

EXISTING UTILITY POLE , GUY ANCHOR & UTILITY POLE WITH LIGHT

MB RGE 62

GRAVEL

439

MB #711

438

LOD

438

438.9

437

x 100.4

PROPOSED SPOT ELEVATION @ x

434

437.8

ASPH. 8

LOD

437.8 437.3

437.3

437.6

437

LOD

437.2

433

DC-2 TG=432.3

436.1

435.5

430

FILTRATION BIO AREA #1

LOD

434 433

LOD

426

424

436

429

431 432 433

LIMITS OF DISTURBANCE (TYP.)

423

432

S

431

D

LO

LOD

PROVIDE OUTLET PROTECTION LIGHT STONE FILL, NYSDOT ITEM NO. 602.03

422

RGE 2

WEIR OUTLET TOP OF WEIR=434.0 S.W.E.L.=430.0 3" ORIFICE INV.=430.0

GRAPHIC SCALE 20

CONCRETE 427 PAD

429

S

428

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

428

BRUSH

424

429

425

432

T.G.=428.09 42

RIM=429.69 FULL OF WATER BOTTOM=422.69

426

427

429

428

GRAVEL

430

429

ASPHALT

WOOD GUIDE RAIL

CONCRETE HEADWALL

430

05/12/2025

NO.

DATE

ISSUED FOR MUNICIPAL SUBMISSION REVISION

A

D.J.L.

AL SS I ON

TOPO/BASE

Landscape Architecture

G.L.R. DATE

SCALE

1"=20'

CHKD.

APVLS.

FINGERLAKES FCU 711 & 715 RIDGE ROAD

Land Surveying

G.M.S.

05/12/2025

BY

TITLE OF DRAWING

BOUNDARY

I NE

OF E

E

ED

0 9 6 1 84

NG

NS PR

M.P.M.

Civil Engineering

DRAWN BY

ER

MI

C

ST

H

C

HA

RK O IE

T E EL O R I T Y

D.J.L.

TITLE OF PROJECT

E.R.G.

OF N EW

METAL SWING GATE

T.G.=428.92

PROJECT MANAGER

L I CE

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.

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

429

426

RIP-RAP

S

RIM=430.39

427

VENT

425

429

430

424

WOODS

6 42

431

9 42

422

433

8 42

EMERGENCY SPILLWAY ELEV.=434.5, LIGHT STONE FILL, NYSDOT ITEM NO. 602.03

431

432

RIM=433.45

434

OD 7

D

430

434 43 0

4 43

435

434

4L2

42 423

RIM=430.78

431

FILTRATION BIO AREA #2

430 431

DC DB INV=430.00 INV=430.00

425 LANDSCAPING AREA

43 3

425

432

423

424 432

LOD

435

433

LO D

422

X

ASPH.

433.5 434.5

437

429 LANDSCAPING AREA

435

X X

435 434

433.5

X

433

424

EXISTING BUILDING 'COUNTRYMAX'

423

X

434

435

X

LO D

X

DB-1 TG=434.0

X

0" REVEAL CURB DC-1 TG=437.5

433.5

435

X

PROPOSED LIMITS OF TREE CLEARING

435

433.5

433.5 X

42 8

43 433 4 4 4 32 43 3 1 0 4 42 29 42 8 7

435.7

X

LOD426

434

PROVIDE 3.0' CURB TRANSITION (TYP.)

433.5 436

PROVIDE 3.0' CURB TRANSITION 433.5

425

PROVIDE 2.0' CURB GAP DB-2 TG=434.0

LOD

433

435.6

427

432

430

431

LOD

436

ROAD

431

LANDSCAPING AREA

428

WOODS

STONE SPILLWAY, INV.=434.0, LIGHT STONE FILL, NYSDOT ITEM NO. 602.03 OVERHANG

PROVIDE 3.0' CURB TRANSITION 0" REVEAL CURB - 45LF

428

ASPHALT

436

432

437 429

RGE 1

EMERGENCY SPILLWAY ELEV.=434.5

LOD

435

429

438.3

437

436

434

430

433

434

DA-3 TG=437.7

433

432

INFILTRATION BASIN #1

(49.5' WIDE)

433

429

438.6

437.8

LIMITS OF DISTURBANCE (TYP.)

438.3

438.6

437.8

INFILTRATION BIO #1 BIO SURFACE ELEVATION=433.0 SPILLWAY=434.0

437.3

430

431

7 43

435

439

LOD

437.8 433

LOD

435 435

LIMITS OF DISTURBANCE (TYP.)

PROPOSED 3' WIDE FILTER STRIP

F.F.E.=438.6

PROVIDE 6.0' CURB TRANSITION 437.9

PROPOSED INLET PROTECTION

2,587 Sq. Ft.

437.8

432

DA-4 END SECTION INV=434.28

FINGERLAKES, FCU

8 43

430

LIMIT OF DISTURBANCE

9 43

LOD

1 43

432

433

434

435

D-5 END SECTION INV=434.03

LOD X

438

437

437.8

431

438.1

COMPOST FILTER SOCK

PROPOSED BIO-RETENTION AREA

438.3

436

BOLLARD

CFS

438

437.9 440

431

ORANGE SAFETY FENCE

HATCH

437.9

OS

X

435

432

SILT FENCE

X

433

D-1 TG =437.62

SF

X

436

430

433

PROPOSED CONTOUR

439

437.9

POST W/ CHAIN (TYP.)

100

9 43

D-2 TG= 437.4

432

429

EXISTING SPOT ELEVATION @ x

LOD

433

LOD

429

x 100.4

438

439

431 430

43 8

7 440

434

437

435

433

440

LOD

H.P.439.2 436

ASPHALT

432

9 43

LOD

434

EXISTING CONTOUR

100

S

436

EXISTING STOCKADE & CHAIN LINKED FENCE

437

435

440

439

440

RIM=440.18 BOTTOM=420.46 ABANDONED?

436

439

437

ASPH. 2.5'

EXISTING SWALE

438

437

LOD

TREES, HEDGE, EDGE OF WOODS

LOD

438

LOD

Costich Engineering

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

GRADING 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

CA140

SHEET 06 OF 12

CONCRETE GUTTER

G

OH

G G G

W

G

PARCEL BOUNDARY

G

EXISTING GAS SERVICE

EXISTING RIGHT-OF-WAY LINE

E

EXISTING ELECTRIC SERVICE

EXISTING ADJACENT PROPERTY LINE

EXISTING GUARD RAIL

CENTER LINE

PROPOSED EDGE OF PAVEMENT

EXISTING EASEMENT LINE.

PROPOSED CONCRETE CURB

EXISTING CONCRETE CURB

PROPOSED BUILDING

G G

UTE 404 O R . .S .Y N RIDGE ROAD

G

E

OH

RGE 64 RTC 229-1.5

EXISTING EDGE OF PAVEMENT

OH

NO #

W

WV

Pa 13

D

S

GRID

Pa 13 Tf 1 Lm 4 BED EDGE (TYP.)

WV

W

Y

WV

W

H

RIM=440.18 BOTTOM=420.46 ABANDONED?

WV

EXISTING WATER MAIN, VALVE, & HYDRANT

W

S

EXISTING SANITARY SEWER, & MANHOLE

D

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

OH

EXISTING OVERHEAD UTILITIES

T

EXISTING TELEPHONE SERVICE

UG

EXISTING UNDERGROUND UTILITIES

WV

H

Hs 9

W

OH

ASPH. 2.5'

Tf 1

G

LOD

OH OH

LOD

Hs 9

W W

GV

OH OH

LOD

W W

N

W

OH

Lm 3

W

Y

W

WV

LOD

W

LOD

WV

W

OH

OH OH

OH

MB #711

LOD

OH

W

OH

PROPOSED 3' WIDE FILTER STRIP

EXISTING UTILITY POLE , GUY ANCHOR & UTILITY POLE WITH LIGHT H

GRAVEL OH

W

WV

MB

G

OH

W

H

W W

W

G

E

W W

OH

OH OH

RGE 64 RTC 230

#715

EXISTING CONCRETE PAD/ CONCRETE SIDEWALK

Y

TR

W W

W

RGE 62

WV

W

(66' WIDE)

OH

W

RGE 63 FTR 237

WV

W

WV

PROPOSED BIO-RETENTION AREA

EXISTING EDGE OF GRAVEL

W

D

GV

G

D

LANE

G

D

CONCRETE GUTTER

G

STACI

G G G G

32"

LANDSCAPE LINE LEGEND

G

Y

PROPOSED WATER MAIN, VALVE, & HYDRANT S

PROPOSED SANITARY SEWER, & MANHOLE

D

PROPOSED DRAINAGE SEWER, FIELD INLET, INLET MANHOLE, MANHOLE, & END SECTION

OH

PROPOSED OVERHEAD UTILITIES

T

PROPOSED TELEPHONE

UG

PROPOSED UNDERGROUND UTILITIES

G

PROPOSED GAS SERVICE

E

PROPOSED ELECTRIC SERVICE

LOD

W

G

ASPHALT

BED EDGE (TYP.) OH

LOD G

FINGERLAKES, FCU

G

Hp 2

BOLLARD

LOD

POST W/ CHAIN (TYP.)

OH

Sj 11

HATCH

Sj 11 Pv 8

W

LOD

Pv 6 Lm 9

W

2,587 Sq. Ft.

Hs 8

Pa 9

LOD

Ca 6

Tf 5

C.O.

W

LOD

RGE 1 G

Cb 1

OH

Cb 1

STOP

MULCH RING (TYP.) LOD

LOD

Hs 11

Am 9 Pa 7

(49.5' WIDE)

W

G

Hp 4 Ca 5

OH

Ar 3

Lm 6

WV

G

W

ASPH.

G

WOODS

ROAD

LOD

ASPHALT

LOD

OH

LANDSCAPING AREA

W

PROPOSED LAWN (TYP.)

OH

OVERHANG

LOD

LOD W

LO D

G

LANDSCAPING AREA

L OD

OH

EXISTING BUILDING 'COUNTRYMAX'

G

LO D

W

RIM=433.45

LOD

S

LIMITS OF CLEARING (TYP.)

OH

LOD LANDSCAPING AREA

D

LOD

D

LOD

W

RIM=430.78

G

LO

LOD

RGE 2

G

OH

W

WOODS RIM=430.39 CONCRETE PAD

S RIP-RAP

G

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

BRUSH

OH

W

VENT

S

T.G.=428.09

G

RIM=429.69 FULL OF WATER BOTTOM=422.69

W

GRAVEL

WOOD GUIDE RAIL

ASPHALT

METAL SWING GATE W

ST I C

H

A T 0 02 5 74 O Y E O F N EW

RK

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

H

RA

REG I ST ER E SA

W

T.G.=428.92

CO

K

D

DSCA P LA N E

I T ECT CH AR I N G

GRAPHIC SCALE

05/12/2025

NO.

DATE

ISSUED FOR MUNICIPAL SUBMISSION REVISION

PROJECT MANAGER

ST

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.

CONCRETE HEADWALL

D.J.L.

Land Surveying

BOUNDARY

G.M.S. TOPO/BASE

Landscape Architecture

G.L.R. DATE

1"=20'

BY

CHKD.

Civil Engineering

DRAWN BY

SCALE

M.P.M.

TITLE OF PROJECT

E.R.G.

05/12/2025

D.J.L.

Costich Engineering

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

APVLS.

FINGERLAKES FCU 711 & 715 RIDGE ROAD

TITLE OF DRAWING

LANDSCAPE 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

LA100

SHEET 07 OF 12

CURB RAMP DIMENSION NOTES

1.5" ASPHALT TOP COURSE, N.Y.S.D.O.T. ITEM 403.178902, TYPE 6

R=1/2" R=1/2" 4000 PSI AIR ENTRAINED CONC. CURB (BY CONTRACTOR)

1'-6" UNLESS OTHERWISE NOTED

FILL TO 95% COMPACTION

PAVEMENT SURFACE

7"-4000 P.S.I. CONCRETE

2.5" ASPHALT BINDER COURSE, N.Y.S.D.O.T. ITEM 403.138902, TYPE 3

1" ASPHALT TOP COURSE, N.Y.S.D.O.T. ITEM 403.178902, TYPE 6

6" UNLESS OTHERWISE NOTED

GENERAL THE DIMENSIONS AND SLOPES PRESENTED IN THE DETAILS ARE THE MINIMUM NECESSARY TO COMPLY WITH THE ADA AND DOT STANDARDS. ANY DEVIATION LESS THAN THE MINIMUM WIDTH OR GREATER THAN THE MAXIMUM SLOPE FROM THESE STANDARDS MUST BE DOCUMENTED WITH THE STANDARDS BEING MET TO THE GREATEST EXTENT PRACTICABLE AND CONSISTENT WITH THE MOST CURRENT ADAAG. CURB RAMPS, LANDINGS AND BLENDED TRANSITIONS MAY REQUIRE THE USE OF DETECTABLE WARNINGS. DETECTABLE WARNINGS ON THIS SHEET ARE SHOWN FOR ILLUSTRATION ONLY. SEE THE DETECTABLE WARNING STANDARD SHEET M608-13 FOR DETAILS ON PLACEMENT, ORIENTATION & DIMENSIONS. SEE CHAPTER 18 OF THE HIGHWAY DESIGN MANUAL FOR MORE INFORMATION.

5"-4000 P.S.I. CONCRETE

2" ASPHALT BINDER COURSE, N.Y.S.D.O.T. ITEM 403.138902, TYPE 3

7" 5"

VARIES (SEE DETAIL ON THIS SHEET) 12" MIN. STONE SUBBASE N.Y.S.D.O.T. ITEM 304.12

10" MIN. STONE SUBBASE N.Y.S.D.O.T. ITEM 304.12

CURB RAMPS

6" MIN., #2 CRUSHER RUN

3. 4.

SUB-BASE (BY CONTRACTOR)

THE MINIMUM WIDTH FOR SIDEWALK CURB RAMPS IS 5 FT. THE RUNNING SLOPE OF A CURB RAMP SHALL BE 1:20 (5%) MINIMUM (PREFERRED) AND 1:12 (8.33%) MAXIMUM. WHERE THE SLOPE OF THE ROADWAY EXCEEDS 8.33% THE CURB RAMP LENGTH IS THE LENGTH NECESSARY TO MEET THE EXISTING SIDEWALK, EXCEPT THAT IT NEED NOT BE MORE THAN 4.5 m IN LENGTH. THE CROSS SLOPE OF CURB RAMPS SHOULD BE AS FLAT AS POSSIBLE, NOT TO EXCEED 1:50 (2%). THE CROSS SLOPE AT MIDBLOCK CROSSINGS MAY BE WARPED TO MEET STREET OR HIGHWAY GRADE. THE VERTICAL ALIGNMENT OF A CURB RAMP, EXCLUDING THE FLARES, SHALL BE PLANAR. GRADE BREAKS SHALL BE FLUSH AND PERPENDICULAR TO THE DIRECTION OF THE RAMP RUN. RAMP TRANSITIONS BETWEEN WALKS, LANDINGS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT VERTICAL CHANGES (1/4 INCH MAX). WHERE A PEDESTRIAN CIRCULATION PATH CROSSES THE CURB RAMP, FLARED SIDES WITH A SLOPE OF 10% MAXIMUM, MEASURED PARALLEL TO THE CURB LINE, SHALL BE PROVIDED.

6" NOTE: TRANSVERSE JOINTS SHALL BE 1/2" FULL DEPTH ASPHALT IMPREGNATED FIBER EXP. JOINT RECESSED 1/4" IN FROM THE FRONT FACE AND TOP OF THE CURB @ 20'-0" MAXIMUM.

GEOTEXTILE STABILIZATION MIRAFI 500X OR APPROVED EQUAL (IF REQUIRED)

EXISTING SUBBASE

CONCRETE CURB DETAIL

STANDARD PAVEMENT SECTION

HEAVY DUTY PAVEMENT SECTION

CONCRETE SECTION DETAIL

DUMPSTER PAD CONCRETE PAVEMENT SECTION DETAIL

NOT TO SCALE

GRADE BREAK (SEE NOTE 8)

IN.

5F

T. CR (S OS EE S NO SLO TE PE P 6) M

RB CU

MI

N. (SEE NOTE 5) (SEE NOTE 11)

9'-0"

LANDING

SNOW

P CURB RAM

P RAM

LANDING

AGE STOR

SNOW

GE STORA

CURB RAMP

MID-BLOCK CROSSING CURB RAMP TYPICAL DIMENSIONING

9'-0" 42"

PAINTED HANDICAPPED SYMBOL (SEE DETAIL) (TYP.)

6" BOLLARD DETAIL

INTEGRAL CURB / SIDEWALK DETAIL NOT TO SCALE

ACCESSIBLE SYMBOL PAVEMENT MARKING DETAIL

PERPENDICULAR PARKING DETAIL

NOT TO SCALE

VA

RI

ES ( SIDEWALK SEE

SIDEWALK

NOT TO SCALE

5 (M FT. IN. )

T. 5 F N.) I (M

NO

TE

5.0'

NOTE:

CONTROL JOINTS TO BE MADE EVERY 12 FEET ON CENTER.

THE LARGER DIMENSION OF ANY PANEL SHALL NOT EXCEED 125% OF THE SMALLER DIMENSION.

SAW CUT CONTROL JOINTS TO 1/3 SLAB THICKNESS WITHIN 24 HOURS OF CONCRETE PLACEMENTS.

ALL EXPOSED CONCRETE SURFACES TO RECEIVE A BROOM FINISH.

ALL EXPOSED CONCRETE TO RECEIVE TWO COATS OF MEMBRANE FORMING SEALER.

6" 7.

FIRST SLAB

SECOND SLAB

CONSTRUCTION JOINT - B NOTE

THICKENED SLAB EDGE TREATMENT TO BE EMPLOYED WHERE CONCRETE PAVEMENTS MEET ASPHALTIC PAVEMENT SECTIONS, OR LAWN.

LANDING

5 (M FT. IN .)

EDGE OF PAVEMENT

CURB RAMP

1/2" DIA. x 24" DEFORMED STEEL TIE BAR, NO LUBRICANT

1.5' (TYP.)

0.75' (TYP.) FIRST SLAB

SECOND SLAB

CONCRETE SHALL ACHIEVE 400 P.S.I. COMPRESSIVE MINIMUM STRENGTH AT 28 DAYS AND 600 P.S.I. FLEXURAL.

CONCRETE SHALL HAVE AN AIR CONTENT OF 6.0 PERCENT ± 1.5 PERCENT.

CONCRETE SLUMP SHALL NOT EXCEED 4 INCHES PER PAVEMENTS PLACE BY OTHER THAN SLIP FORM EQUIPMENT OR 1-1/2 INCHES FOR CONCRETE PLACED WITH SLIP FORM EQUIPMENT.

DIAGONAL SIDEWALK CURB RAMP

CURB RAMP WITH SIDE FLARES TYPICAL DIMENSIONING

TYPE L

LADDER BAR PAVEMENT MARKING DETAIL

10. REFER TO PAVEMENT JOINT LAYOUT FOR JOINT PLACEMENT GUIDELINES. 1/8" WIDE TOOLED JOINT

CONCRETE PAVEMENT SECTION

CONCRETE CURB (SEE DETAIL)

6" (TYP.)

COUNTER SLOPE CONDITIONS

SIDEWALK CURB RAMP DIMENSIONS (DIMENSIONS, DETAILS AND GEOMETRY)

D

SEE PLAN

MAXIMUM SLOPE 5%

NOTE

THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE FOOT OF A CURB RAMP, LANDING, OR BLENDED TRANSITION SHALL BE 5% MAXIMUM.

3'-0" OR 6'-0" TRANSITION

0.2D OR 2" MIN.

36" MIN.

ROADWA

MAXIMUM SLOPE 8.33%

CONTROL JOINT

1/2" x 8" NON-EXTRUDING JOINT FILLER

Y

CURB RAMP

LANDING

NOT TO SCALE

TACK COAT

CROSSWALK MARKING (TYP)

SIDE FLARES MAXIMUM SLOPE 10% (SEE NOTE 9)

1/3 SLAB THICKNESS

ASPHALT PAVEMENT SECTION

4 FT. (MIN.)

NOTE

DETECTABLE WARNING FIELD SHALL BE 2' WIDE FROM BACK OF CURB.

CONSTRUCTION JOINT - A

D

EPOXY GROUT

ISOLATION JOINTS TO BE CONSTRUCTED AT BUILDING, CURBING, AND FIXED OBJECTS.

(SEE PLAN)

1/4" RADIUS OR TOOLED SEALANT RESERVOIR AND SEAL TO 2" DEPTH

1/2" DIA. x 10" DOWEL, 18" O.C. WITH EXPANSION CAP, GREASE DOWEL IN NEW CONCRETE LIMITS PRIOR TO PLACEMENT OF CONCRETE.

1/2" ROUND OR TRAPEZOIDAL KEY

1/8" WIDE TOOLED TO 1/3 SLAB THICKNESS

D/2

B

CUR

CURB RAMP WITHOUT SIDE FLARES TYPICAL DIMENSIONING

6" MIN.

LANDING

GRADE BREAK (SEE NOTE 8) RUNNING SLOPE (5%) MINIMUM (PREFERRED) AND (8.33%) MAXIMUM. (SEE NOTE 5)

24"

OPTIONAL CURB

RA

SLOPE TO DRAIN RUNOFF TO STREET/GUTTER. MAXIMUM SLOPE 2%.

TACK COAT PRIOR TO PAVING

5" MIN. COMPACTED CRUSHED STONE OR GRAVEL BASE NYSDOT ITEM 304.03

4'-4 1/2" (TYP.)

CLASS "A" CONCRETE

10. LANDINGS SHALL HAVE A MINIMUM CLEAR DIMENSION OF A 5 FT. BY 5 FT. EXCEPT AT THE BOTTOM OF RAMPS TYPE 1 & 2 ON SHEET M608-11. 11. THE RUNNING AND CROSS SLOPES ON LANDINGS AT INTERSECTIONS IS 1:50 (2%) MAXIMUM. THE RUNNING AND CROSS SLOPES AT MIDBLOCK CROSSINGS MAY BE WARPED TO MEET STREET OR HIGHWAY GRADE.

LANDING

20'-0"

6" MIN.

1'-1/2"

4,000 P.S.I. CONCRETE

MUTCD NO. P4-6 (RED ON WHITE)

PAVEMENT AS SPECIFIED

2% MAX.

42"

IF LESS THAN 5 FT., DETECTABLE WARNING MAY BE PLACED ON RAMP. SEE DETECTABLE WARNING DETAILS SHEET. (SEE NOTE 10)

WHITE PAINT SYMBOL

32"

NOTE

CLASS A CONCRETE FOOTING OR ENCASEMENT SHALL BE PROVIDED.

PAVEMENT ELEVATIONS & DIMENSION REFER TO THIS POINT

ANY TIME

MUTCD NO. P4-6 (WHITE ON BLUE)

LANDINGS

M T. 5F

42"

PAINTED STRIPE (4" YELLOW)

BLUE PAINT FIELD

NO PARKING

60"

NOTE

6" DIA. STEEL PIPE, SCHEDULE 80 PIPE, FILLED WITH CONCRETE TO BE PAINTED "SAFETY YELLOW"

1/2" PRE-MOLDED ISOLATION JOINT CAPPED WITH SEALANT AT RETAINING WALL

2" DEEP CONTINUOUS CONTROL JOINT

RESERVED PARKING

PROVIDE STEEL CAP

CONTROL JOINTS TO BE AT 15'-0" O.C. BOTHWAYS - SEE SPECIFICATIONS FOR FURTHER JOINT REQUIREMENTS NYSDOT 702-0700

VARIES

NO PARKING ANY TIME SIGN

RESERVED PARKING SIGN (TYP.)

CONCRETE SIDEWALK AND DRIVEWAY MATERIAL SHALL CONFORM TO NYSDOT STANDARD SPECIFICATION 501 AND CONSTRUCTION METHODS SHALL CONFORM TO NYSDOT STANDARD SPECIFICATION 608-3.

NOT TO SCALE

PAVEMENT AREA

THICKENED SLAB EDGE 8" - 4000 P.S.I. CONCRETE

5" CONCRETE, 3,000 P.S.I. COMPRESSIVE STRENGTH

COMPACTED SUBGRADE

6" CRUSHED STONE SUBBASE, N.Y.S.D.O.T. ITEM NO. 304.05 TYPE 4 GEOTEXTILE FABRIC - MIRAFI 500X OR AS DIRETED BY ENGINEER

1/2 TRAVEL LANE 4000 PSI AIR ENTRAINED CONCRETE CURB TRANSITION (BY CONTRACTOR) 1'-0"

6" STONE SUBBASE, N.Y.S.D.O.T. ITEM NO. 304.05

SECTION

WELL COMPACTED SUBGRADE 1/2" x 8" NON-EXTRUDING FILLER

4" 5"

1'-4"

1'-4" 1"

6" 5"

.8"

5" 1"

TRAPEZOIDAL

1'-4"

HALF ROUND

2'-2"

NOT TO SCALE

1.6"

1'-4"

CURB TRANSITION DETAIL

1 : 4 SLOPE

1/4"

BUILDING OR FIX OBJECT

EXISTING SUBBASE

NOTE

GEOTEXTILE STABILIZATION MIRAFI 500X OR APPROVED EQUAL (IF REQUIRED)

EXISTING SUBBASE

NON-EXTRUDING FILLER TO BE PLACED AT BUILDINGS & FIXED OBJECTS

CONCRETE PAVEMENT DETAIL

STOP BAR DETAIL

NOT TO SCALE

NOT TO SCALE PROJECT MANAGER

REVISION

BY

CHKD.

APVLS.

A

OF E

AL SS I O N

ER

Landscape Architecture

DATE

05/12/2025 SCALE

N.T.S.

711 & 715 RIDGE ROAD

Land Surveying

---

FINGERLAKES FCU

TITLE OF DRAWING

BOUNDARY

TOPO/BASE

NG

E

0 9 6 1 84

D.J.L.

I NE

C

ST

H

M.P.M.

PR

Civil Engineering

DRAWN BY

RK O IE

DATE

D.J.L.

ED

NO.

ISSUED FOR MUNICIPAL SUBMISSION

NS

05/12/2025

C

L I CE

T E EL O R I T Y HA

TITLE OF PROJECT

E.R.G.

OF N EW

MI

ISOLATION JOINT

Costich Engineering

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

DETAIL SHEET 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

CA500

SHEET 08 OF 12

NOTES

CROSSINGS (VERTICAL SEPARATION) A.

ALL RESERVED PARKING SIGNS ON SITE SHALL BE MOUNTED AT THE SAME HEIGHT, REGARDLESS IF A "VAN ACCESSIBLE" SIGN IS PRESENT. B. SIGN TO BE ATTACHED TO POST WITH TWO STAINLESS STEEL TEK SCREWS 2.

RESERVED PARKING

A. B. VAN ACCESSIBLE

10"

GRADE

WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER. THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THE SEWER WITH PREFERENCE TO THE WATER MAIN LOCATED ABOVE THE SEWER. AT CROSSINGS, ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED.

SEWER C.O.

FINISHED GRADE FOR UNPAVED AREAS WITHOUT FRAME & COVER. 17"

1" TO 3" CLEARANCE

LETTERING ON COVER

NOTE:FRAME AND COVER TO BE USED IN PAVED AREAS ONLY.

PARALLEL INSTALLATION (HORIZONTAL SEPARATION)

12"X18" STEEL SIGN WITH WHITE SYMBOL ON A BRIGHT BLUE BACKGROUND TO BE BAKED ENAMEL MUTCD #NY R7-8

PROVIDE CAST IRON CLEANOUT PLUG IP THD BRASS SCREW PLUG (HS 67) NO PVC ALLOWED

WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY OR STORM SEWER, SEPTIC TANK, OR SUBSOIL TREATMENT SYSTEM. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10-FOOT SEPARATION, THE REVIEWING AUTHORITY MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER.

COMPACTED FILL TAMPED IN 6" LAYERS

CLEAN-OUT TO BE LOCATED AS CLOSE AS POSSIBLE

DWV, PVC, FEMALE ADAPTOR, IP THD X SOCKET

TO THE R.O.W. , ON THE OWNER'S PROPERTY

NOTE:

TO BE DEDICATED

TO BE MAINTAINED

TO TOWN

BY PROPERTY OWNER

IT IS RECOMMENDED THAT ALL SOLVENT WELD JOINTS BE MADE AS FOLLOWS: A. CLEAN DRY HUBS & SPIGOTS B. PRIMER APPLIED TO PARTS BEING CONNECTED. C. PVC SOLVENT WELD CEMENT APPLIED DIRECTLY OVER PRIMER D. PVC TYPE I IS COMPATIBLE FOR SOLVENT WELDING TO SDR 21 OR ANY OTHER PVC TYPE I PIPE MADE TO "STEEL PIPE" OUTSIDE DIMENSIONS.

LATERAL RISER SCHEDULE 40 (ASTM D-2665) OR SDR 21 (ASTM D-2241)

AVAILABLE CONFIGURATIONS

4" X 4" X 4"

SANITARY SEWER MAIN/LATERAL OR STORM DRAIN

WATER MAIN OR LATERAL

GLUED JOINT DWV PVC WYE ASTM D-2665 SCHEDULE 40 (TEE'S NOT ALLOWED)

1'-6"

SEAL PAVEMENT/CONCRETE JOINT WITH BITUMINUS SEALER TOPSOIL & GRASS AREA

EQUAL

4" 45° 1/8 LONG SWEEP BEND STREET. ALL SCHEDULE 40. (ASTM D-2665)

COMPACTED "SELECT FILL"

2" O.D. ROUND GALVANIZED POST. PROVIDE POST CAP AT TOP OF SIGN POST.

1'-6"

60" MIN.

GLUED JOINT

TO

EQUAL

MAIN FULL UNCUT LENGTH OF PIPE

RIGHT-OF-WAY OR WATER MAIN EASEMENT LINE

DRILL 3/16" HOLE 4-1/2" FROM TOP OF VALVE BOX AND INSERT TRACING WIRE AND KNOT

6" + 1/2 O.D.

WATER MAIN OR LATERAL

TYPICAL STEEL POLE MOUNTED SIGN DETAIL

BARE TRACING WIRE TO BE WRAPPED AROUND AND TAPED TO CORPORATION STOP

NOT TO SCALE

5' MIN COVER

SERVICE LINE

5' MIN COVER

GRADE

4" MIN. BOTH SIDES

2° 22-1/

CORPORATION STOP (INSTALL WITH OPERATING KEY POSITIONED ON SIDE) 1'-0" WATER MAIN

TRACING WIRE TO BE WRAPPED AROUND OUTSIDE OF CURB BOX CURB BOX w/ROD

1'-6"

P1-1

COATED TRACING WIRE SOLID CONCRETE BLOCK (MIN:4"x8"x16")

2. TRACING WIRE TO BE USED WITH POLYETHYLENE SERVICE ONLY.

SERVICE INSTALLATION

5'-0"

NOT TO SCALE

STONE BEDDING

4" PVC CLEAN-OUT DETAIL FOR LATERAL CONNECTION

NOT TO SCALE

1" CURB STOP

1", 1-1/2" AND 2" WATER SERVICE LINE NOTES

NOTES

1. COPPER SERVICE TO BE USED UNLESS OTHERWISE APPROVED BY THE ENGINEER.

GRAVEL ENCASEMENT

WATER/SEWER SEPARATION REQUIREMENT DETAIL

CURB STOP BARE TRACING WIRE TO BE ATTACHED AND TAPED TO COUPLING OR TO CONSUMER TRACING WIRE

SDR-21 LATERAL ASTM D-2241 PUSH ON NEOPRENE GASKET

STONE BEDDING (SEE FIG 1)

10'-0" MIN. (EDGE TO EDGE) UNDISTURBED SOIL

BARE TRACING WIRE TO BE WRAPPED AROUND AND TAPED TO CURB BOX

MONROE COUNTY

WATER AUTHORITY ROCHESTER, NEW YORK

SEPT 2016 DATE

WATER SERVICE LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS AND SPECIFICATIONS OF THE WATER AUTHORITY. WATER SERVICE LINES SHALL HAVE A MINIMUM OF FIVE FEET OF COVER FROM THE FINISHED GRADE IN LAWN AREAS AND SIX FEET OF COVER FROM FINISHED GRADE IN PAVED AREAS.

WATER SERVICE LINES SHALL BE SEPARATED AT LEAST TEN FEET, MEASURED FROM THE OUTSIDE OF THE PIPES, FROM SEWER MAINS OR SEPTIC SYSTEMS.

WATER SERVICE LINES SHALL BE IDENTIFIED AS:

1" COPPER OR PLASTIC (MIN)

CORPORATION STOP DME 17

DESCRIPTION

NO PARKING SIGN / POST

NOT TO SCALE

SIZE (a)

MATERIAL (b)

TYPE (c)

M.C.W.A. PORTION = FROM THE WATER MAIN TO AND INCLUDING THE CONTROL VALVE ON THE R.O.W./PROPERTY/EASEMENT LINE

TYPE "K" COPPER

DS

PRIVATE PORTION = FROM THE CONTROL VALVE TO THE METER

TYPE "K" COPPER

DS

WATER MAIN

NOTE

IN THE PRESENCE OF A WATER AUTHORITY REPRESENTATIVE REMOVE ALL CORPORATIONS ASSOCIATED WITH TEMPORARY DISINFECTION/SAMPLE TAPS AND REPLACE WITH THREADED BRASS PLUGS.

DISINFECTION/ BLOW-OFF/ SAMPLING TAP (TEMPORARY)

THE WATER AUTHORITY'S PORTION OF THE SERVICE LINE SHALL BE INSTALLED AFTER THE PRIVATE PORTION OF SERVICE IS INSTALLED. WATER METER(S) TO BE LOCATED ON THE INTERIOR OF EXTERIOR WALL(S) IMMEDIATELY UPON SERVICE ENTRANCE INTO THE BUILDING(S),OR IN A METER TILE WHEN CONDITIONS WARRANT. A BY-PASS ASSEMBLY IS NOT REQUIRED AROUND THE INSTALLATION OF 5/8-INCH THROUGH 1-INCH METER. METER INSTALLATIONS GREATER THAN 1-INCH MAY REQUIRE A BY-PASS ASSEMBLY AROUND THE METER.

MONROE COUNTY

WATER AUTHORITY ROCHESTER, NEW YORK

NOT TO SCALE

APVLS.

OFE

SS I

L O NA

D.J.L.

ER

SCALE

N.T.S.

DME 14

FINGERLAKES FCU

TITLE OF DRAWING

Landscape Architecture

DATE

05/12/2025

ROCHESTER, NEW YORK

711 & 715 RIDGE ROAD

Land Surveying

-TOPO/BASE

NG

E

PR

0 9 6 1 84

Civil Engineering

BOUNDARY

I NE

C MI

ST

A CHKD.

H

BY

C

TITLE OF PROJECT

DRAWN BY

RK O IE

REVISION

ED

M.P.M.

L O R IT

NS

D.J.L.

E HA

Y

WATER AUTHORITY

SEPT 2016 DATE

DME 27

E.R.G.

L I CE

DATE

ISSUED FOR MUNICIPAL SUBMISSION

TE

OF NEW

MONROE COUNTY

SEPT 2017 DATE

PROJECT MANAGER

NO.

1" COPPER

GRADE

(a) = MINIMUM SIZE IS 1-INCH. (b) = ACCEPTABLE MATERIAL FOR PRIVATE PORTION IS EITHER TYPE "K" COPPER OR POLYETHYLENE PLASTIC (PE), #4710, SDR 9, ASTM 2737, NSF-PW, 250 PSI (CTS OD) (c) = SERVICE TYPES INCLUDE: DOMESTIC = DS, FIRE = FS, OR COMBINED = CMB

05/12/2025

12" MIN

2.50 GALV. U-POST EMBEDDED 3'-0" BELOW GRADE

FROM BLDG.

GLUED JOINT

12"

4000 PSI CONCRETE 12" DIA. CONC. BASE

4" MIN. CONCRETE FOOTING

SANITARY SEWER MAIN/LATERAL OR STORM DRAIN

SDR 35 LATERAL ASTM D-2241

MIN

36"

VERTICAL SEPARATION COMPACTED SUBGRADE

TYPICAL DIMENSIONS FOR LATERAL TO MAIN & TO HOUSE

ADA GUIDELINES STATE THAT THE BOTTOM OF THE "VAN ACCESSIBLE" SIGN MUST MOUNTED A MINIMUM OF 60" ABOVE GRADE. SOME MUNICIPALITIES LIMIT THE MAXIMUM HEIGHTS AND MAY ALSO REQUIRE ADDITIONAL SIGNAGE. REFER TO LOCAL CODE.

12"+1/2 O.D.

SYRACUSE CASTING # 4155, OR OPW 104-A, OR EQUAL FRAME & COVER INSTALLED FLUSH WITH FINISHED GRADE

HORIZONTAL SEPARATION

7-1/2"

NOTES

1. ONE "VAN ACCESSIBLE" SIGN PER SIX HANDICAP SPACES PROVIDED ON SITE, MUST MOUNTED BELOW THE "RESERVED PARKING" SIGN.

Costich Engineering

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

DETAIL SHEET 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

CA501

SHEET 09 OF 12

NOTES

1. TERMINATE STONE BEDDING 10' FROM BUILDING TO PREVENT UNINTERRUPTED FLOW OF GROUNDWATER; COHESIVE SOILS SHALL BE USED TO BACKFILL SEWER LATERAL TRENCH. 2. INSTALL WYE BRANCH TO MAIN LINE SEWER IN THE DIRECTION OF FLOW. 3. ALL PIPE SHALL BE PVC SDR 21.

MAIN SEWER 2 - 1/16 BENDS SLOPE=1/4"/FT.

WATERTIGHT PLUG VARIES VARIES MIN. 4" O EXTRA HEAVY CAST IRON SOIL PIPE

MAIN SEWER 30°

4" P.V.C. SDR 21 OR SCHEDULE 40 FOR SANITARY 6" P.V.C. SDR 21 OR SCHEDULE 40 FOR STORM

7' TALL 2"x4" PRESSURE TREATED HARDWOOD MARKER FROM END OF PIPE TO A MINIMUM OF 2' ABOVE FINISHED GRADE WITH DEPTH SHOWN TO INVERT OF LATERAL.

WYE CONNECTION

TOE CONNECTION FOR NEW SEWER DRILLED SEWER TOP FOR EXISTING SEWER. SEE SPECS. AND DETAIL "A"

MAIN SEWER 6" MIN. 22-1/2° MIN. 45° MAX.

PAVEMENT BASE COURSE

1'-0"

TO BUILDING

TO DUPLEX LIFT STATION FOR SANITARY LATERAL

4" TOPSOIL

REMOVABLE WATERTIGHT END PLUG

2 - 1/16 BENDS SLOPE=1/4"/FT.

TYPE 5, CLASS "A", 3/4" CRUSHED STONE BEDDING MATERIAL

HOUSE CONNECTION

C.I. PIPE

STONE BEDDING

THIRD STAGE

4" or 6" PVC SDR 21 NOTE: JOINTS TO BE PUSH-ON NEOPRENE

UNPAVED AREAS

6" MIN.

MINIMUM SLOPE

SANITARY: 4"-1/4" PER FT. STORM: 6"-1/8" PER FT.

PAVED AREAS

PAVEMENT SURFACE COURSE

SECTION A - A

PLAN

UNPAVED AREAS

GENERAL BACKFILL COMPACT IN 6" LIFTS (APPROVED BY ENGINEER)

SECOND STAGE

STANDARD STORM/SANITARY SEWER LATERAL AND CLEANOUT DETAIL

CONCRETE ENCASEMENT

HDPE STORM SEWER

FIRST STAGE

VARIES

EPOXY JOINT MATERIAL

MAIN SEWER

NOT TO SCALE

6" MIN.

CAST IRON TAP JUTE & LEAD SEAL

DEPTH BASED ON GRADING AND UTILITY PLAN

MIN. 4" O EXTRA HEAVY CAST IRON SOIL PIPE

JOINTS TO BE SOLVENT WELDED.

VARIABLE DISTANCE - PROVIDE CLEANOUT IF GREATER THAN 75'

PAVED AREAS

TYPE 5, CLASS "A", 3/4" CRUSHED STONE BEDDING MATERIAL PLACED IN LAYERS OF 10" LOOSE DEPTH AND COMPACTED BY APPROVED MEANS (95-100% STANDARD PROCTOR DENSITY)

O .D

EXISTING GRADE

WATERTIGHT PLUG

A

TOP PAINTED GREEN AND LABELED "SAN" FOR SANITARY AND "STM" FOR STORM

2' MIN.

TOWN EASEMENT OR R.O.W. LINE

SLOPE=1/4"/FT.

2 - 1/16 BENDS

0.5 O.D.

PROVIDE THREADED CAST IRON CAP SET FLUSH TO GRADE. (NO PVC ALLOWED)

A

MIN. 4" O EXTRA HEAVY CAST IRON SOIL PIPE NOTES:

PLAN

SECTION 2722

SLOPE=1/4"/FT.

2 - 1/16 BENDS

ENGINEERED SURFACE DRAINAGE PRODUCTS PVC SURFACE DRAINAGE INLETS SHALL BE OF THE INLINE DRAIN TYPE AS INDICATED ON THE CONTRACT DRAWING AND REFERENCED WITHIN THE CONTRACT SPECIFICATIONS. THE DUCTILE IRON GRATES FOR EACH OF THESE FITTINGS ARE TO BE CONSIDERED AN INTEGRAL PART OF THE SURFACE DRAINAGE INLET AND SHALL BE FURNISHED BY THE SAME MANUFACTURER. THE SURFACE DRAINAGE INLETS SHALL BE AS MANUFACTURED BY NYLOPLAST A DIVISION OF ADVANCED DRAINAGE SYSTEMS, INC., OR PRIOR APPROVED EQUAL.

MATERIALS

DETAIL "A" OF SEWER TAP

THE INLINE DRAIN REQUIRED FOR THIS CONTRACT SHALL BE MANUFACTURED FROM PVC PIPE STOCK, UTILIZING A THERMO-MOLDING PROCESS TO REFORM THE PIPE STOCK TO THE FURNISHED CONFIGURATION. THE DRAINAGE PIPE CONNECTION STUBS SHALL BE MANUFACTURED FROM PVC PIPE STOCK AND FORMED TO PROVIDE A WATERTIGHT CONNECTION WITH THE SPECIFIED PIPE SYSTEM. THIS JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR JOINTS FOR DRAIN AND SEWER PLASTIC PIPE USING FLEXIBLE ELASTOMERIC SEALS. THE FLEXIBLE ELASTOMERIC SEALS SHALL CONFORM TO ASTM F477. THE PIPE BELL SPIGOT SHALL BE JOINED TO THE INLINE DRAIN BODY BY USE OF A SWAGE MECHANICAL JOINT.THE RAW MATERIAL USED TO MANUFACTURE THE PIPE STOCK THAT IS USED TO MANUFACTURE THE INLINE DRAIN BODY AND PIPE STUBS OF THE SURFACE DRAINAGE INLETS SHALL CONFORM TO ASTM D1784 CELL CLASS 12454.

THE FIRST STAGE IS TO PLACE A COMPACTED LAYER, (95-100% STANDARD PROCTOR DENSITY) OF TYPE 5, CLASS "A", 3/4" CRUSHED STONE BEDDING MATERIAL FOR THE PIPE TO LAY ON. THE FIRST STAGE CAN BE COMPACTED IN ONE LIFT.

THE SECOND STAGE IS TO PLACE A COMPACTED LAYER, (95-100% STANDARD PROCTOR DENSITY) OF TYPE 5, CLASS "A", 3/4" CRUSHED STONE THE SPECIFIED HEIGHT ABOVE THE BOTTOM OF THE PIPE. BEDDING OF THE SECOND STAGE SHALL BE PLACED IN LAYERS OF 10" LOOSE DEPTH AND COMPACTED BY APPROVED MEANS.

THE THIRD STAGE IS TO PLACE A LAYER OF TYPE 5, CLASS "A", 3/4" CRUSHED STONE TO THE SPECIFIED HEIGHT ABOVE THE PIPE. THE THIRD STAGE SHALL BE HAND PLACED AND TAMPED.

WATERTIGHT PLUG

DRILLED HOLE

GENERAL

STRAIGHT PIPE IF NEEDED.

MAIN SEWER

VARIES MIN. 4" O EXTRA HEAVY CAST IRON SOIL PIPE

THE GRATES FURNISHED FOR ALL SURFACE DRAINAGE INLETS SHALL BE DUCTILE IRON GRATES FOR SIZES 8", 10", 12", 15", 18", 24" AND 30" SHALL BE MADE SPECIFICALLY FOR EACH FITTING SO AS TO PROVIDE A ROUND BOTTOM FLANGE THAT CLOSELY MATCHES THE DIAMETER OF THE SURFACE DRAINAGE INLET. GRATES FOR INLINE DRAINS SHALL BE CAPABLE OF SUPPORTING H-20 WHEEL LOADING FOR TRAFFIC AREAS OR H-10 LOADING FOR PEDESTRIAN AREAS 12" AND 15" SQUARE GRATES WILL BE HINGED TO THE FRAME USING PINS. METAL USED IN THE MANUFACTURE OF THE CASTINGS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 FOR DUCTILE IRON. GRATES SHALL BE PROVIDED PAINTED BLACK.

TEE CONNECTION OR DRILLED SEWER TAP

30°-MIN.

SECTION A - A STANDARD TEE OR DRILLED CONNECTION

INSTALLATION THE SPECIFIED PVC SURFACE DRAINAGE INLET SHALL BE INSTALLED USING CONVENTIONAL FLEXIBLE PIPE BACKFILL MATERIALS AND PROCEDURES. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1, CLASS 2, OR CLASS 3 MATERIAL AS DEFINED IN ASTM D2321. BEDDING AND BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED AND COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. THE DRAIN BASIN BODY WILL BE CUT AT THE TIME OF THE FINAL GRADE. NO BRICK, STONE OR CONCRETE BLOCK WILL BE REQUIRED TO SET THE GRATE TO THE FINAL GRADE HEIGHT. FOR H-20 LOAD RATED INSTALLATIONS, A CONCRETE RING WILL BE POURED UNDER AND AROUND THE GRATE AND FRAME. THE CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, AND OTHER APPLICABLE DESIGN FACTORS. FOR OTHER INSTALLATION CONSIDERATIONS SUCH AS MIGRATION OF FINES, GROUND WATER, AND SOFT FOUNDATIONS REFER TO ASTM D2321 GUIDELINES

CJA

DRAWN BY

THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST.

MATERIAL

3-10-00

DATE

NMH

REVISED BY

PROJECT NO./NAME TITLE

8 IN - 30 IN DRAIN BASIN SPECIFICATIONS

03-15-16

DATE

DWG SIZE

A

SCALE

N.T.S.

SHEET

1 OF 1

3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com

7001-110-009

DWG NO.

REV

H

NON TRAFFIC INSTALLATION DRAIN BASIN

LATERAL CONNECTIONS

STORM SEWER PIPE TRENCH DETAIL

NOT TO SCALE

TYPICAL INSTALLATIONS

1: TO ENTER AN EXISTING LINE USING A TEE & RISER

TYPICAL INSTALLATION OF NYLOPLAST DRAIN BASIN AND INLINE DRAIN 1. STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 30" 2. ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°, TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012 3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS SEE DRAWING NO. 7001-110-065

RISER

ELBOW

TEE

GRATE/COVER

2: AT THE BEGINNING OF A DRAIN LINE USING AN ELBOW & RISER

TOP SOIL

INLINE DRAIN

12" DRAIN BASIN

U

C T

T

I R

I L E

O

N

DUCTILE IRON

O P L A S

NYLOPLAST

D

Y L

DO NOT POLLUTE DRAINS TO WATERWAYS

N

DRAIN BASIN

10" INLINE DRAIN

(2) INLET & OUTLET ADAPTERS CAN BE PUT ON ANY ANGLE D

U

C

T

I L

E

I R O N

N Y L O P L A

S

T

(3) VARIABLE ELEVATION

WATERTIGHT ADAPTERS AVAILABLE FOR MOST COMMON PLASTIC PIPING SYSTEMS

DUCTILE IRON NYLOPLAST

DO NOT POLLUTE DRAINS TO WATERWAYS

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

A° SMOOTH WALL PVC

CORRUGATED HDPE PIPE

INLINE DRAIN

9-30-99 PROJECT NO./NAME TITLE

A

SCALE

1:25

SHEET

1 OF 1

DWG NO.

7001-110-111

REV

E

EBC PROJECT NO./NAME

REVISED BY

A

DWG SIZE

N.T.S.

SCALE

SHEET

1 OF 1

3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com

TITLE

8 IN - 30 IN TYPICAL INSTALLATION OPTIONS

DWG NO.

7001-110-042

1-6-10

DATE

REV

D

PROJECT MANAGER

REVISION

BY

CHKD.

APVLS.

H

M.P.M.

PR

0 9 6 1 84 OF E

AL SS I O N

Civil Engineering

DRAWN BY

RK O IE

DATE

D.J.L.

ED

NO.

ISSUED FOR MUNICIPAL SUBMISSION

NS

05/12/2025

C

L I CE

TE EL O R I T Y HA

TITLE OF PROJECT

E.R.G.

O F N EW

D.J.L.

Landscape Architecture

DATE

05/12/2025 SCALE

N.T.S.

711 & 715 RIDGE ROAD

Land Surveying

-TOPO/BASE

FINGERLAKES FCU

TITLE OF DRAWING

BOUNDARY

ER

DWG SIZE

03-11-16

I NE

DATE

DRAIN BASIN & INLINE DRAIN NON TRAFFIC INSTALLATION

8-10-00

DATE

NG

NMH

MATERIAL

E

REVISED BY

AWA

DRAWN BY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST.

A

DATE

3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com

C

MATERIAL

ST

CJA

MI

4" MIN ON 8" - 24" 6" MIN ON 30"

10" INLINE DRAIN

Costich Engineering

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

DETAIL SHEET 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

CA502

SHEET 10 OF 12

TOP OF BALL SHALL BE SET AT, OR SLIGHTLY ABOVE FINISHED GRADE AS DIRECTED PER OWNER'S REPRESENTATIVE.

NOTES

MAINTAIN A 2" MINIMUM RADIUS CLEAR OF MULCH AROUND THE TRUNK.

PLANTING BED DEPTH IN LAWN AREAS SHALL BE A MINIMUM OF 18" DEEP AND/OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE.

ALL PLANTING BEDS SHALL BE FREE OF CONSTRUCTION DEBRIS.

PRUNE ONLY DAMAGED AND CONFLICTING BRANCHES TO MAINTAIN NORMAL TREE SHAPE. NEVER CUT CENTRAL TRUNK OR LEADER.

NOTES

1. MAINTAIN A 3" MINIMUM RADIUS CLEAR OF MULCH AROUND THE TRUNK.

REMOVE BURLAP, ROPE, OR WIRE BASKET FROM TOP 1/3 OF BALL. CUT REMAINING PORTIONS OF ROPE OR WIRE BASKET AS MUCH AS POSSIBLE. COMPLETELY REMOVE ALL SYNTHETIC MATERIAL FROM ROOTBALL.

SET TREE PLUMB PRIOR TO STAKING

3" SAUCER RIM (SEE PLANTING BED EDGE DETAIL)

2. THE DISTANCE BETWEEN THE BOTTOM OF THE TRUNK FLARE AND THE FINISHED GRADE SHALL BE AS FOLLOWS: FOR SANDY OR LOAMY SOILS: 1" FOR CLAY OR POORLY DRAINED SOILS: 3" THE CONTRACTOR SHALL REVIEW THE APPROPRIATE PLANTING DEPTH WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.

MYCOR TREE SAVER

REFER TO MANUFACTURER'S SPECIFICATIONS FOR APPLICATION RATE-MIXED INTO BACKFILL TO 8" DEPTH

3. WHEN TAGGING TREES AT THE NURSERY, MARK THE NORTH SIDE OF THE TREE IN THE FIELD AND WHEN INSTALLING, ROTATE TREE TO FACE NORTH WHENEVER POSSIBLE

3" MULCH (5' DIA.) AS PER DRAWING /SPECIFICATIONS

ARBORTIE GUYING MATERIAL TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS YELLOW MARKING RIBBON BOTTOM OF TRUNK FLARE SHALL BE SET ABOVE FINISHED GRADE, SEE NOTE 2 BELOW FOR DETAILS 1

(3) 22" DIA. x 8' LONG SHARPENED CEDAR POSTS TO BE INSTALLED TO A MINIMUM OF 2' INTO THE EXISTING SUBSOIL

FINISHED GRADE, EDGE PER PLANTING BED EDGE TREATMENT DETAIL

LIMITS OF SOIL SAUCER

AGRIFORM 20-10-5 TABLET - REFER TO MANUFACTURER'S APPLICATION RATE FOR NUMBER OF TABLETS

REMOVE BURLAP, ROPE, OR WIRE BASKET FROM TOP 1/3 OF BALL. CUT REMAINING PORTIONS OF ROPE OR WIRE BASKET AS MUCH AS POSSIBLE. COMPLETELY REMOVE ALL SYNTHETIC MATERIAL FROM ROOTBALL.

LIMITS OF PLANT PIT

BACKFILL WITH APPROVED PLANTING MIXTURE, SEE SPECIFICATIONS OR LANDSCAPE NOTES

3" SAUCER RIM (SEE PLANTING BED EDGE DETAIL) SEE NOTE 2

3" MULCH (5' DIA.) AS PER DRAWING/SPECIFICATIONS

SCARIFY BOTTOM & SIDES OF PIT

BED WIDTH VARIES

UNDISTURBED SUBSOIL

SHRUB PLANTING DETAIL

PLAN

18" (MIN.)

NOT TO SCALE

MYCOR TREE SAVER

REFER TO MANUFACTURER'S SPECIFICATIONS FOR APPLICATION RATE-MIXED INTO BACKFILL TO 8" DEPTH

FINISHED GRADE AGRIFORM 20-10-5 TABLET - REFER TO MANUFACTURER'S APPLICATION RATE FOR NUMBER OF TABLETS

NOTE

REMOVE ALL POTS, PLASTIC, TAGS OR SYNTHETIC MATERIAL FROM PLANTS PRIOR TO PLANTING

BEDLINE TRENCH

BACKFILL WITH APPROVED PLANTING MIXTURE, SEE SPECIFICATIONS OR LANDSCAPE NOTES

60° MULCHED PLANTING BED AS PER DRAWING

D

D D

LAWN AS PER SPECIFICATION

PLAN

PLANT CENTER, TYP.

5' (TYP.)

D = TYPICAL ON CENTER (O.C.) SPACING AS INDICATED IN THE PLANT LIST. FINISHED GRADE

3 X ROOTBALL DIAMETER

UNDISTURBED SUBSOIL

3" MULCH AS PER DRAWING MAINTAIN ALL FOLIAGE ABOVE MULCH

DECIDUOUS TREE PLANTING LESS THAN 4" CAL. DETAIL NOT TO SCALE

PRUNE ONLY DAMAGED AND CONFLICTING BRANCHES TO MAINTAIN NORMAL TREE SHAPE. NEVER CUT CENTRAL TRUNK OR LEADER. 21" LONG PVC TUBING

ANCHOR GUY WIRE

BACKFILL WITH APPROVED PLANTING MIXTURE, SEE SPECIFICATIONS OR LANDSCAPE NOTES

12" (TYP.)

UNDISTURBED SUBSOIL

SECTION

PRIOR TO PLANTING, REMOVE PLANT FROM CONTAINER AND GENTLY COMB OUT ROOTS

TURNBUCKLE

MAINTAIN A 2" MINIMUM RADIUS CLEAR OF MULCH AROUND THE TRUNK.

THE DISTANCE BETWEEN THE BOTTOM OF THE TRUNK FLARE AND THE FINISHED GRADE SHALL BE AS FOLLOWS: FOR SANDY OR LOAMY SOILS: 1" FOR CLAY OR POORLY DRAINED SOILS: 3" THE CONTRACTOR SHALL REVIEW THE APPROPRIATE PLANTING DEPTH WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.

WHEN TAGGING TREES AT THE NURSERY, MARK THE NORTH SIDE OF THE TREE IN THE FIELD AND WHEN INSTALLING, ROTATE TREE TO FACE NORTH WHENEVER POSSIBLE

TREE BALL

3/8" x 3" ZINC-PLATED TURNBUCKLE

GROUNDCOVER / PERENNIAL / BULB PLANTING DETAIL

NOT TO SCALE

NOTES:

(2) 8" CABLE CLAMPS 1/8" GALVANIZED AIRCRAFT CABLE

BOTTOM OF TRUNK FLARE SHALL BE SET ABOVE FINISHED GRADE, SEE NOTE 2 BELOW FOR DETAILS YELLOW MARKING RIBBON

LIMITS OF PLANT PIT

PLANTING BED EDGE TREATMENT DETAIL

SCARIFY BOTTOM OF PIT

REMOVE BURLAP, ROPE, OR WIRE BASKET FROM TOP 1/3 OF BALL. CUT REMAINING PORTIONS OF ROPE OR WIRE BASKET AS MUCH AS POSSIBLE. COMPLETELY REMOVE ALL SYNTHETIC MATERIAL FROM ROOTBALL.

PLAN

NOT TO SCALE

3" MULCH (5' DIA.) AS PER DRAWING /SPECIFICATIONS 3" SAUCER RIM (SEE PLANTING BED EDGE DETAIL) MYCOR TREE SAVER - REFER TO MANUFACTURER'S SPECIFICATIONS FOR APPLICATION RATE-MIXED INTO BACKFILL TO 8" DEPTH 2'-221' 18" (MIN.)

FINISHED GRADE AGRIFORM 20-10-5 TABLET - REFER TO MANUFACTURER'S APPLICATION RATE FOR NUMBER OF TABLETS BACKFILL WITH APPROVED PLANTING MIXTURE, SEE SPECIFICATIONS OR LANDSCAPE NOTES

DUCKBILL EARTH ANCHOR

TO BE SIZED AND INSTALLED PER MANUFACTURER'S INSTRUCTIONS 5' (TYP.)

SCARIFY BOTTOM OF PIT

3 X ROOTBALL DIAMETER

UNDISTURBED SUBSOIL

EVERGREEN TREE PLANTING DETAIL NOT TO SCALE

PROJECT MANAGER

BY

CHKD.

APVLS.

OF E

A S S I ON

L

ER

Landscape Architecture

DATE

05/12/2025 SCALE

N.T.S.

711 & 715 RIDGE ROAD

Land Surveying

---

FINGERLAKES FCU

TITLE OF DRAWING

BOUNDARY

TOPO/BASE

NG

E

0 9 6 1 84

D.J.L.

I NE

C MI

ST

A REVISION

H

M.P.M.

PR

Civil Engineering

DRAWN BY

RK O IE

DATE

D.J.L.

ED

NO.

ISSUED FOR MUNICIPAL SUBMISSION

NS

05/12/2025

C

L I CE

T E EL O R I T Y HA

TITLE OF PROJECT

E.R.G.

OF N EW

Costich Engineering

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

DETAIL SHEET 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

CA503

SHEET 11 OF 12

EXISTING PAVEMENT

50'MIN. 18"MIN.

5:1

DEWATERING

WOVEN WIRE FENCE (MIN. 12 1/2 GAUGE W/ MAX. 6" MESH SPACING)

10' MAX. C. L TO C. L

FILTER CLOTH

1.5' MAX.

EXISTING GROUND

CONCRETE BLOCK

36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" INTO GROUND.

MOUNTABLE BERM (OPTIONAL)

PROFILE

2:1 SLOPE GRAVEL FILTER

STAKE

STONE & BLOCK PLAN VIEW FABRIC

HEIGHT OF FILTER = 16" MIN. O

FL

WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH

STONE SIZE

USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.

COMPACTED SOIL

LENGTH

NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY).

EMBED FILTER CLOTH A MIN. OF 6" IN GROUND.

THICKNESS - NOT LESS THAN EIGHTEEN (18) INCHES.

WIDTH

TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE.

CONCRETE RECTANGULAR WEIR

FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.

SURFACE WATER

ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.

6" (TYP.)

SECTION A-A

A

6" (TYP.)

CONCRETE RECTANGULAR WEIR DISCHARGE (SWMF) DETAIL NOT TO SCALE NOTES: 1. REFER TO LANDSCAPE DRAWINGS FOR SURFACE TREATMENT OF BIO-RETENTION. 2. SEE PAVEMENT SECTION DETAIL FOR PAVEMENT THICKNESS. 3. GEOTEXTILE FABRIC SHALL ENCOMPASS THE BOTTOM AND SIDES AS WELL AS PROVIDE SEPARATION BETWEEN THE SOIL MEDIA AND DRAINAGE LAYER. 4. REFER TO NYSDOT BIORETENTION AND DRY SWALE SOIL SPECIFICATION FOR BIORETENTION SOIL MATERIAL. ITEM NUMBER 208.01. 5. PRIOR TO CONSTRUCTION, AT LEAST ONE TEST PIT SHOULD BE DUG ADJACENT TO THE BIORETENTION AREAS OF AT LEAST 3' BELOW 506.5' THE DEEPEST PORTION OF THE BIORETENTION AREAS. IF THE SEASONABLY HIGH GROUNDWATER ELEVATION IS FOUND TO BE WITHIN 2' OF THE BOTTOM OF THE BIORETENTION AREAS, THE BIORETENTION AREAS WILL REQUIRE IMPERMEABLE LINERS.

MAINTENANCE

THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.

WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.

PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.

FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS.

CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE.

STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET.

WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD.

SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT.

FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING.

WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.

PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.

MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE OR 50% OF THE HEIGHT OF THE SILT FENCE IS COVERED.

3" STONE

FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME.

HARDWARE CLOTH OR 1/2" WIRE MESH SHALL BE PLACED OVER BLOCK OPENINGS TO SUPPORT STONE.

A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY.

USE CLEAN STONE OR GRAVEL 1/2-3/4 INCH IN DIAMETER PLACED 2 INCHES BELOW TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER.

MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE OR 50% OF THE HEIGHT OF THE SILT FENCE IS COVERED.

FOR STONE STRUCTURES ONLY, A 1 FOOT THICK LAYER OF THE FILTER STONE WILL BE PLACED AGAINST THE 3 INCH STONE AS SHOWN ON THE DRAWINGS.

MAXIMUM DRAINAGE AREA 1 ACRE

MAXIMUN DRAINAGE AREA 1 ACRE

NOT TO SCALE

NOTE

UPON REACHING FINISHED GRADE THE SPILLWAY SHALL BE STABILIZED WITH LIGHT STONE FILLING, N.Y.S.D.O.T. ITEM NO. 620.03 IMMEDIATELY.

"DOUGHNUT" DETAIL

LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE FOR DEWATERING. FOUNDATION SHALL BE 2 INCHES MINIMUM BELOW REST OF INLET AND BLOCKS SHALL BE PLACED AGAINST INLET FOR SUPPORT.

SILT FENCE DETAIL

STONE AND BLOCK DROP INLET PROTECTION DETAIL NOT TO SCALE NOTES: FOR ANY PROJECT ON WHICH CONCRETE WILL BE POURED OR OTHERWISE FORMED ON SITE, A SUITABLE WASHOUT FACILITY MUST BE PROVIDED FOR THE CLEANING OF CHUTES, MIXERS, AND HOPPERS OF THE DELIVERY VEHICLES UNLESS SUCH A FACILITY WILL BE USED AT THE SOURCE OF THE CONCRETE.

2"x2"x36" WOODEN STAKES PLACED 5' O.C.

TOP OF BERM ELEV.=559.5

1. 4 (TYP.)

6" (MAX.) PONDING HEIGHT

2.5' MINIMUM

UNDER NO CIRCUMSTANCES MAY WASH WATER FROM THESE VEHICLES BE ALLOWED TO ENTER ANY SURFACE WATERS. 2. CONCRETE WASHOUT SHALL BE LINED WITH 10 MIL. THICK PLASTIC WHICH COVERS THE BOTTOM OF THE WASHOUT AND EXTENDS OVER THE TOP OF THE SIDES. 3. MAKE SURE THAT PROPER SIGNAGE IS PROVIDED TO DRIVERS SO THAT THEY ARE AWARE OF THE PRESENCE OF WASHOUT FACILITIES. 4. WASHOUT FACILITIES SHOULD NOT BE PLACED WITHIN 50 FEET OF STORM DRAINS, OPEN DITCHES OR SURFACE WATERS. 5. INSTALL ON FLAT GRADE NOT TO EXCEED 2%. 6. CONCRETE WASHOUT MAY BE STACKED IN A PYRAMIDAL CONFIGURATION FOR ADDED HEIGHT AND STABILITY. 7. CONCRETE WASHOUT MAY BE DIRECT SEEDED AT THE TIME OF INSTALLATION. 8. THEY SHOULD BE IN A CONVENIENT LOCATION FOR THE TRUCKS, PREFERABLY NEAR THE PLACE WHERE THE CONCRETE IS BEING POURED. 9. MINIMUM DIMENSIONS TO BE 8' (L) x 8' (W) x 2' (H) 10. LINER SHALL IS TO BE REPLACED EVERY TIME THE WASHOUT IS EMPTIED. 11. WASHOUT TO BE LOCATED 100' (MIN.) FROM EXISTING AND PROPOSED DRAINAGE

559.0

1 (TYP.)

12"

2' (TYP.)

FILTERING MEDIA

20'

SEE UTILITY PLAN (SHEET CA130) FOR INVERT AND T.G. ELEVATIONS

4:1 (MAX.)

STABILIZED CONSTRUCTION ENTRANCE

NOTE

FILTERING MEDIA TO CONSIST OF NYSDOT ITEM #208.01030022

4' +/-

2:1 SLOPE

FINE GRAVEL FACE (1'MIN. THICKNESS)

FILTER FABRIC DROP INLET PROTECTION DETAIL

12' +/-

PUMP CONTAMINATED WATER INTO CONCRETE WASHOUT

EMERGENCY SPILLWAY ELEV.=558.0

12' SPILLWAY

FILTERING MEDIA

8' x 8' MINIMUM FILTREXX R SOXX TM

SWMF SPILLWAY DETAIL

2" MIN

10"

CONSTRUCTION SPECIFICATIONS

ELEV.=427.0 ELEV.=427.0

WIRE MESH (OPTIONAL)

3:1 SLOPE 1'MIN. 2'MAX.

3" ORIFICE 7.

TEMPORARY SEDIMENT POOL

SECTION VIEW

ELEV.=430.0

DROP INLET WITH GATE

STONE & BLOCK DETAIL

GATHER EXCESS AT CORNERS

UNDISTURBED GROUND

4" TOP OF BERM ELEV=434.0

12"

PROVIDE FINE STONE (12" DEEP) INLET & OUTLET PROTECTION

FLOW

7.0' TOP OF BERM ELEV= 434.0

1' MIN.

36" MIN. FENCE POST

16"MIN.

A

BURIED FABRIC

SEDIMENT

CONSTRUCTION SPECIFICATIONS

PROVIDE FINE STONE (12" DEEP)

16"

FRAME

20"MIN.

PLAN VIEW

DEWATERING

1'MIN. 2'MAX.

DROP INLET WITH GRATE

EXISTING PAVEMENT 10'MIN.

12'MIN.

7.0' WIDE

STONE SECTION

2"X4" WOOD FRAME

PERSPECTIVE VIEW

12'MIN. PROVIDE FINE STONE (12" DEEP)

FL

10'MIN.

EXISTING GROUND

WIRE SCREEN

TEMPORARY SEDIMENT POOL

8" MIN.

O W

W

50'MIN.

3' MIN.

NOT TO SCALE

NATIVE SOIL PROVIDE GEOTEXTILE FABRIC PER OWNER'S REPRESENTATIVE, MIRAFI 140N OR APPROVED EQUAL. WRAP FABRIC ON THE BOTTOM AND SIDES AS WELL AS PROVIDE SEPARATION BETWEEN THE SOIL MEDIA AND DRAINAGE LAYER.

PERF. H.D.P.E. UNDERDRAIN, (SEE UTILITY PLAN ON SHEET CA110)

2"x2"x36" WOODEN STAKES PLACED 5' O.C.

10 MIL IMPERMEABLE LINER 8' x 8' MINIMUM FILTREXX R SOXX TM

OPEN GRADED WASHED CRUSHED STONE (1.5"-2" DIA. STONE)

PLAN VIEW MAXIMUM DEPTH OF CONTAMINATED WATER IS 50% OF CONCRETE WASHOUT HEIGHT.

TYPICAL BIORETENTION DETAIL NOT TO SCALE NOTES: 1. REFER TO LANDSCAPE DRAWINGS FOR SURFACE TREATMENT OF BIO-RETENTION. 2. SEE PAVEMENT SECTION DETAIL FOR PAVEMENT THICKNESS. 3. GEOTEXTILE FABRIC SHALL ENCOMPASS THE BOTTOM AND SIDES AS WELL AS PROVIDE SEPARATION BETWEEN THE SOIL MEDIA AND DRAINAGE LAYER. 4. REFER TO NYSDOT BIORETENTION AND DRY SWALE SOIL SPECIFICATION FOR BIORETENTION SOIL MATERIAL. ITEM NUMBER 208.01. 5. PRIOR TO CONSTRUCTION, AT LEAST ONE TEST PIT SHOULD BE DUG ADJACENT TO THE BIORETENTION AREAS OF AT LEAST 3' BELOW THE DEEPEST PORTION OF THE BIORETENTION AREAS. IF THE SEASONABLY HIGH GROUNDWATER ELEVATION IS FOUND TO BE WITHIN 2' OF THE BOTTOM OF THE BIORETENTION AREAS, THE BIORETENTION AREAS WILL REQUIRE IMPERMEABLE LINERS.

SECTION VIEW

CONCRETE WASHOUT DETAIL

3' WIDE STONE DIAPHRAGM FINE STONE FILLING 12" (MAX.) PONDING HEIGHT

3:1 (MAX.)

NOT TO SCALE DRIVE ISLE

NATIVE SOIL FILTERING MEDIA

10"

FILTERING MEDIA

2.5' MINIMUM

2' (TYP.)

SEE PAVEMENT SECTION DETAIL (TYP.)

PROJECT MANAGER

05/12/2025

NO.

DATE

ISSUED FOR MUNICIPAL SUBMISSION

D.J.L.

M.P.M.

REVISION

BY

CHKD.

APVLS.

A

OF E

A SS I O N

L

ER

Landscape Architecture

DATE

05/12/2025 SCALE

N.T.S.

711 & 715 RIDGE ROAD

Land Surveying

---

FINGERLAKES FCU

TITLE OF DRAWING

BOUNDARY

TOPO/BASE

NG

0 9 6 1 84

E

PR

D.J.L.

I NE

C

ST

MI

ED

NS

NOT TO SCALE

Civil Engineering

DRAWN BY

RK O IE

TYPICAL INFILTRATION BIORETENTION DETAIL

C

L I CE

TE EL O R I T Y HA

TITLE OF PROJECT

E.R.G.

OF NEW

H

OPEN GRADED WASHED CRUSHED STONE (1.5"-2" DIA. STONE)

Costich Engineering

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

DETAIL SHEET 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

CA504

SHEET 12 OF 12

End of document