Site Design Plan · Webster Civic

BELLA TERRA SUBDIVISION SECTION 3 SITE DEVELOPMENT PLANS TOWN OF WEBSTER COUNTY OF MONROE STATE OF NEW YORK SHALLOW CREEK TRAIL

SCHLEGEL ROAD SCHOOL ENTRANCE

N

ROAD

PROJECT LOCATION SECTION 3 PHILLIPS

TOWN OF WEBSTER

ROAD

STREET ORCHARD

A

C

ER

H

ST

C

0 9 6 1 84 OF E AL SS I O N

E

ED

PR

NG

NS

LOCATION SKETCH

I NE

L I CE

55 ALLIED WAY HILTON, NEW YORK 14468

HA

RK O IE

PREPARED FOR

800 PHILLIPS ROAD, L.L.C.

OF N EW T E EL O R I T Y

MI

DRAWING TITLE COVER SHEET (SHEET 01 OF 10) EXISTING FEATURES / DEMOLITION PLAN (SHEET 02 OF 10) PLAT MAP (SHEET 03 OF 10) UTILITY PLAN (SHEET 04 OF 10) GRADING PLAN (SHEET 05 OF 10) PROFILE SHEET (SHEET 06 OF 10) PROFILE SHEET (SHEET 07 OF 10) DETAIL SHEET (SHEET 08 OF 10) DETAIL SHEET (SHEET 09 OF 10) DETAIL SHEET (SHEET 10 OF 10)

SALT

SHEET NO. GA001 CA100 CA110 CA120 CA130 CA300 CA301 CA500 CA501 CA502

WALL

WEBSTER

INDEX OF DRAWINGS

THE MEADOWS

ROAD

MEADOWS 2

NORTH

SCHLEGEL

NOT TO SCALE Civil Engineering Land Surveying Landscape Architecture

Costich Engineering

BELLA TERRA SUBDIVISION SECTION 3 SITE DEVELOPMENT PLANS TOWN OF WEBSTER COUNTY OF MONROE STATE OF NEW YORK

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

APPROVAL PLANS DATE:

APRIL 14, 2026

PROJECT NO.

4500.13

SHEET NO.

GA001 SHEET 01 OF 10

LOT 260

LOD SF

Y D

H

W

364.43

369 367 369

LOD

370

W

0 37 7

LIMITS OF DISTURBANCE (TYP.)

371

CENTER LINE 373

EXISTING CONCRETE CURB

SF LOD 372

EXISTING EDGE OF PAVEMENT 370

364

WV

371

9 36

370 372

372

371

365

2 37

W

370

SF LOD

1 37

37 2

SF LOD 36

371

STOCKADE & CHAIN LINKED FENCE EXISTING CONTOUR

372

37 0

SF LOD

373

376

374

SF LOD

372

373 372

372

LIMITS OF DISTURBANCE (TYP.)

373

SF LOD

APPROXIMATE LOCATION TOWN LOT 14 APPROXIMATE LOCATION TOWN LOT 12

372

381 380

378

379

370

377

372

376

375

374

373

371

LOD SF

(TO BE REMOVED)

WV

N/F BELLA TERRA GROUP LLC T.A. # 065.02-4-23

PROVIDE SILT FENCE (TYP.)

353.05

373

W

373

WV

EXISTING ELECTRIC

100

371

373

LIMITS OF TOPSOIL PILE

371

GV 382

C E

SF LOD

370

8 36

366 WV

374

365.84

82 81 3 0 3

9 38

7 8 3

12" HDPE

GRAVEL AREA

(TO BE REMOVED)

PROVIDE SILT FENCE (TYP.)

30" HDPE

0 37 9 71 36 3 76 2 75 3 37 4 3 7

.85

TG=365.51 8" PVC

D

366

365

E

369

365. 9

E

367

TG= 365.30

EXISTING GAS

S

360.85

TG=365.51

W

12" HDPE

@ 0.21%

G

0 37

LOD SF

358.27

D LO366 SF RIM=366.53

370

LOD SF

W

115'-24" HDPE

360.61

G

374

LOD SF 367

366 W 18" HDPE

135'-8" PVC @ 1.3

RIM= 365.51

EXISTING UNDERGROUND UTILITIES

EXISTING SWALE 373

S

372

358.37 (8" STUB)

UG

8 379 37 377

369

PROVIDE SILT FENCE (TYP.)

RIM= 365.77 356.52

UG

371

GV

EXISTING TELEPHONE

373

37 3

372

LIMITS OF DISTURBANCE (TYP.)

T

371

LOT 122

T

TREE,HEDGE,EDGE OF WOODS

370

371 372

EXISTING OVERHEAD UTILITIES

372

OH

EXISTING GUARD RAIL

373

OH

3 37

LIMITS OF TOPSOIL PILE

TO BE REMOVED

N/F BELLA TERRA GROUP LLC T.A. # 065.02-4-22

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

D

373

8 36

EXISTING SANITARY SEWER & MANHOLE

WOODS

372

EXISTING WATER MAIN, VALVE, & HYDRANT

Y

S

372

365

W

374

366

LOT 121

EXISTING RIGHT-OF-WAY LINE EXISTING ADJACENT PROPERTY LINE

N/F BELLA TERRA GROUP LLC 1575 SISTINE WAY T.A. # 065.02-4-21

BOUNDARY PARCEL LINE

374

SISTENE WAY

TG= 364.21

366 367

L SO FD

PROVIDE SILT FENCE (TYP.)

365

TG= 364.26

LINE LEGEND 371

373

365

364

370

37 0

364

365 363

371

LOD

373

364

SF

LOD SF

370

371

363

LOD SF

370

D LOF S 362

362

363

362

369

7 36

366

D LO SF 362

368

SF LOD

363

373

H

354.53

364

LO

D 370 368 SF

370

W

3 36

N

LOD SF 368

367 368 367

INLET PROTECTION

D

WV

(60.0' WIDE PRIVATE R.O.W.)

(TO BE REMOVED)

370

D LO SF

365

364

362

RIM=365.03

366 367 366

1 37

354.67

X

364

EXISTING STONE WALL TO BE REMOVED

X

368

N 1182074.63 E 814417.71 GRID

361

D LO SF

5 364 36

LOD

LIMITS OF TOPSOIL PILE

370

369

PROPOSED SILT FENCE

X

LOT 120

363

8" PVC

S

367

LOD 369SF368 36

366

361

360.88

368

SF

374

RIM=371.57 (NO STUB)

D LO SF

364

353.72 353.67 360.21 360.31

369

D

DA-13 RIM=371.70 (NO STUB)

369

366 365 364

PROVIDE SILT FENCE (TYP.)

N/F BELLA TERRA GROUP LLC 1577 SISTINE WAY T.A. # 065.02-4-20

S

D

LOD SF

368

SF

367

375

X

D

365 D 366 LO

D LOF S

LIMITS OF DISTURBANCE (TYP.)

LOD SF

366

367

364

RIM= 365.87

360.78

368

367 EDGE OF BRUSH / HEDGEROW

D

367

366

STONE CHECK DAM (TYP.)

380

371

365

369

EXISTING TOPSOIL TO BE REMOVED

385

37 4

W

8" PVC (PRIVATE)

LOT 250

366

EXISTING ROCK TO BE REMOVED

373

LOT 249

LOT 252

LOT 251

EXISTING GRAVEL TO BE REMOVED

37 1

371

N/F T.A. # 65.02-4-96

N 1180981.24 E 814649.86 GRID

375

LOT 119

N/F T.A. # 65.02-4-97

PROVIDE SILT FENCE (TYP.)

EXISTING ASPHALT TO BE REMOVED 375

LIMITS OF DISTURBANCE (TYP.)

LOT 253 N/F T.A. # 65.02-4-94

374 373

372

N/F T.A. # 65.02-4-93

N/F T.A. # 65.02-4-95

E GV

LOT 254

APPROXIMATE LOCATION OF 8" DIP WATER MAIN N/F BELLA TERRA GROUP LLC T.A # 065.02-4-19

T

C.O. C.O. C.O.

N/F T.A. # 65.02-4-92

8" D.I.P. WATER MAIN

367.72

VERDE W

LOT 256

LOT 255

TG=366.56

AY (60.0' W IDE R.O .W.)

371

37 6

LOT 259

374

LOT 258

37 5

N/F T.A. # 65.02-4-91

Y

LOT 257

377

373

WV H

TG=369.2

364.1

W

N/F T.A. # 65.02-6-28

DEMOLITION LEGEND

T

372

W

WV

D

W

N/F T.A. # 65.02-4-90

W

WV

358.00

S

N/F T.A. # 65.02-4-89

E GV

W

N/F T.A. # 65.02-6-27

TG=367.29

N/F T.A. # 65.02-4-88

193' - 12

W

TG=370.2

365.57

12" H D

TG=369.5

376

DB-11 RIM=370.5

D

LOT 230

368.05

GV

N/F T.A. # 65.02-6-29

363.8

D

" HDP E @ 0.17 % 202'-8" P VC @ 0.3 4%

S

8" D.I.P. WATER MAIN

C.O.

WV

S

364.43

W

PE (P R

TE)

Y

W

WV

DB-10 RIM=369.6

360.6 6

RIVA

H

GRID

.43 372 3 2.3 37

DB-9 RIM=369.0

7% (P

WV WV

S-9 RIM=370.6

(PRIV ATE)

@ 0.3

W

WS

D

IVAT E)

S-8 RIM=369.7

8" PV C @1 .25%

W

LOD SF

364.4

W

LOT 229

374

363.2

DPE

W

TG=370.9

N/F T.A. # 65.02-6-30

D

30" H

W

(PRIVA

D

S D

367.65

DB-13 RIM=370.1

WV

TG= 367.48

W

RIM=369.01 (PRIVATE)

TG=370.9

.) IDE R.O.W W ' .0 0 6 E T

TERRA

DB-12 RIM=369.8

366.00

0% (P RIVA TE)

363.1

RIM= 367.53

A WAY BELLOR

W

RIM=367.99

@ 0.0

TG=373.9 364.31

DB-14 RIM=371.2

W

30" H DPE

D

W

363.1 6

TG=369.5

WS

357.4 7

S

W

D

T

D

RIM=368.23

S

W

357.4

368

372

352.95

S 370

LOD SF

RIM=365.50

367

LOD SF

367

SF LOD 12" HDPE

LOD SF

SF LOD SF LOD

37 1 0 37

2 37

SF LOD

D LO

36 6.7 4 36 2.4 4

372

4 1. 3

(P

36 3

369

375

372

N/F T.A. # 65.02-6-25

358.3

D

N/F T.A. # 65.02-6-24

LOT 213

S

DATE

LOT 212

Civil Engineering

DRAWN BY

D.J.L.

Land Surveying

J.S.F.

D S

LOT 211

TOPO/BASE

Landscape Architecture

G.L.R. 04/14/2026

E R.O.W.)

8" PVC STUB INV=353.42

SCALE

1"=40'

A

C

ER

APVLS.

BELLA TERRA SUBDIVISION SECTION 3 TITLE OF DRAWING EXISTING FEATURES AND DEMOLITION PLAN - SECTION 3 LOCATION OF PROJECT

DATE

S

CHKD.

TITLE OF PROJECT

BOUNDARY

D

BY

REVISION

M.P.M.

W

36 2

S

NO.

PROJECT MANAGER

W

S

D

0 9 6 1 84 OF E AL SS I O N

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.

W

D

1 36

D 0

353.32

S

D

RIM=364.08

36 1

RIM=364.02

W

D

(PRIVATE 60.0' WIDE R.O.W.)

358.23

W

Y

W

N/F T.A. # 65.02-6-99

W

PR

371

S LOF D

370

36 36 1

Y D

W

WV WV H

362

W

Y

I NE

( IN FEET ) 1 inch = 40 ft.

OD

C

NG

38 5

ST

160

L O R IT

MI

E HA

E

RI

38 S L0 F

LOD

TE

371

36 2 STM LAT

WTR LAT

WV

H

W

WV

37 1

4 36 364 365

37 1

C.O. 366

36 5 36 .36 0.8 3

W W

ED

36" HDPE (PRIVATE)

O F N EW

H

S LOF D

TE

RK O IE

GRAPHIC SCALE

GV

W

362

356.06

39 2

NS

350.92

TOPOGRAPHIC SURVEY WAS CONDUCTED ON MAY 11, 2023.

L I CE

350.82

D

SF

W W

357.72

372

357.72

ELEVATIONS ARE REFERENCED TO MONUMENT 1128-3 (NYGS) 1940 & 1972, REFERENCED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929, (ELEV.=353.736)

370

8" PVC (PRIVATE)

371

393

D S

5 36 0.73 36

W

363

370

E

.36

W 363

TERRA VERDE WAY

S

GV T

W

D

ALL DISTANCES SHOWN ON THIS MAP ARE REFERENCED TO THE GROUND.

SF

W

SAN LAT

364

12" HDPE @ 1.09% (PRIVATE)

LIMITS OF TOPSOIL PILE

N/F T.A. # 65.02-6-3

USING A COMBINED SEA LEVEL AND COMBINED FACTOR OF 1.0000329, TIES TO MONUMENTATION WAS MADE USING APPROPRIATE PROCEDURES TO OBTAIN AN INDICATED ACCURACY OF 1:20,000 OR BETTER.

T

E

TG=361.85

356.20

372

LOT 214

TG=361.67

356.01

RIM=372.16 (NO STUB)

N=1,182,944.36 E=811,944.70 (NAD 1927) N=1,182,986.24 E=814,040.05 (NAD 1927)

LOT 220

S LOF D

W

N/F BELLA TERRA GROUP LLC T.A. # 065.02-4-30

W

1139-5 (NYGS) 1940/1982 1139-4 (NYGS) 1940/1982

4 363

7% @ 0.7 DPE 12" H RIVATE) (P

S

F S HD LO

GV

1 36

2 36

1 37

372

LO S DF

N/F T.A. # 65.02-6-5

LOT 222

THE HORIZONTAL DATUM SHOWN HEREON IS REFERENCED TO THE NEW YORK STATE PLANE COORDINATE SYSTEM OF 1927, WEST ZONE, TRANSVERSE MERCATOR PROJECTION, NAD 27 THROUGH CONTROL TIES TO THE FOLLOWING GEODETIC MONUMENTS

362

369

LOT 223

THIS PROJECT IS LESS THAN 5000 FEET FROM THE NEAREST GEODETIC SURVEY MONUMENT AND THIS PROJECT IS TIED INTO THE MONROE COUNTY GEODETIC MONUMENTATION NETWORK

9 36 370

C.O .

LOT 221

N/F T.A. # 65.02-6-2

THE DEVELOPER AND CONTRACTOR MUST LOCATE, MARK, BARRICADE, SAFEGUARD AND PRESERVE ALL SURVEY CONTROL MONUMENTS AND RIGHT-OF-WAY MONUMENTS IN THE AREAS OF CONSTRUCTION. FOR DESCRIPTIVE AND SURVEY DATA FOR GEODETIC CONTROL MONUMENTS GO TO THE COUNTY OF MONROE SURVEYORS OFFICE WEBSITE AND ACCESS THE GIS BASED INTERNET WEB VIEWER, OR CONTACT THE MONROE COUNTY SURVEYORS OFFICE.

363

LOT 129

TG=361.14

359.5

N/F BELLA TERRA GROUP LLC 1553 SISTINE WAY T.A. # 065.02-4-29

LOT 224

C.O

N/F T.A. # 65.02-6-4 364

THE DEVELOPER'S AND CONTRACTOR'S ATTENTION IS DIRECTED TO LOCAL LAW NO. 6 OF 2019, REGARDING LIABILITY INCURRED THROUGH DISTURBANCE OR DESTRUCTION OF GEODETIC SURVEY MONUMENTS.

N/F T.A. # 65.02-6-1

APPROXIMATE LOCATION OF 8" DIP CLASS 52 WATER MAIN

S

WS

5 36 365

D

PROVIDE SILT FENCE (TYP.)

C.O. (TO BE REMOVED) C.O.

LOT 219

3 36

368 370

SURVEY NOTES

5 38

SF LOD

MAP ENTITLED " RE-SUBDIVISION OF REMAINING LANDS OF BELLA TERRA SUBDIVISION PER LIBER 362 OF MAPS PAGE 43" PREPARED BY COSTICH ENGINEERING DATED MARCH 10, 2023 HAVING PROJECT NUMBER 4500.02 VS 300 AND IS FILED IN THE MONROE COUNTY CLERK'S OFFICE AS LIBER 366 OF MAPS PAGE 68.

368

RIM=372.14 (NO STUB)

ASPHALT

LOT 217

LOT 218

N/F T.A. # 65.02-6-6

LO S DF

LIMITS OF DISTURBANCE (TYP.)

WV

SF LOD

LOT 215

LOT 216

N/F T.A. # 65.02-6-8

N/F T.A. # 65.02-6-7

SFD LO

C.O . C.O . 372

N/F T.A. # 65.02-6-10

4 36

LOT 128

369

SF

365

PROVIDE SILT FENCE (TYP.)

371

SF LOD

369

LO S DF

EA

SF

PROVIDE SILT FENCE (TYP.)

N/F T.A. # 65.02-6-9

TRE

BE E AREA REM OVE

TREE AR 3)7 D)(TO BE REMOVED

370

37 1

7 2.0 37

LOD

N/F BELLA TERRA GROUP LLC 1555 SISTINE WAY T.A. # 065.02-4-28

D

371

(TO

9 36

N 1181474.96 E 813837.01 GRID

368

366

LIMITS OF DISTURBANCE (TYP.)

INV.= 365.22 368 366 367 SF 367 366LO D 368 369

LIMITS OF DISTURBANCE (TYP.)

36 366 7

Y

SAN LAT

C.O. C.O.

12" HDPE 359.81 (PRIVATE)

12" HDPE

C.O.

LO S DF

SFD366 LO

6 36

S 364.73 LOF D

LOD SF

369

W R VA RA TE VE 18 1'18 60 RD "H .0' E W DP E W 17 @ 0 ID AY .76 2'8" % E PV R. C @ O. 0.9 W 4%

LOD SF

6 36

LIMITS OF ROCK PILE

366

368

VEDINV.= )

370

W W

WV

378 376 374 372 370

5 36

7D 36 LO

AREA

REMO

EDGE OF BRUSH / HEDGEROW

L

367

SF

) ED F OV SOD

3 63 36 3

366

SF

LOD

367

(60.0' WIDE PRIVATE R.O.W.)

30" HDPE

8" PVC

358.83 358.75

365

SF

M RE

366

5 36

366

365 364

(TO BE

WV

352.01

W

367

W

BE

365

SF LOD

365

TREE

370

SFD LO

A EE

SF D LO 365

366

367

366

SF LOD

LOT 127

366

MAP ENTITLED "BELLA TERRA SUBDIVISION SECTION 1" PREPARED BY COSTICH ENGINEERING DATED MARCH 13, 2020, HAVING PROJECT NUMBER 4500.10 AND IS FILED IN THE MONROE COUNTY CLERK'S AS LIBER 362 OF MAPS PAGE 43 AND 44.

371

TR

(TO

N/F BELLA TERRA GROUP LLC T.A. # 065.02-4-27

3. 373

370

PROVIDE SILT FENCE (TYP.)

RE

367

EDGE OF BRUSH

367

LOD

7 36

SISTENE WAY

SF LOD

A

TG=363.26

367

36" HDPE (PRIVATE)

368

PROVIDE SILT FENCE (TYP.)

D

OVE (TO BE REM SF LOD

VED) 368 (TO BE REMO

LOD

GV

C E TP

THE DEEDS AS SHOWN ON FILE IN THE MONROE COUNTY CLERK'S OFFICE. BOOK 10731 OF DEEDS PAGE 75 (LOT 1 LIBER 336 MAPS, PAGE 41)

368

TREE AREA

24" CMP N. INV=363.32 S. INV=364.13 )

369

SF LOD

364

LOD

8" PVC (PRIVATE)

TREE AREA

RIM=362.87

368

367

BELLA TERRA SECTION 1

(PRIVATE) RIM=362.30 N. INV=349.88 8" PVC E. INV=349.93 8" PVC

LIMITS OF DISTURBANCE (TYP.)

369

SA LA N T

WV

LOD

371

(TO BE REMOVED)

371

(TO BE REMOVED)

MAP ENTITLED "XEROX SUBDIVISION MAP" PREPARED BY BERGMANN ASSOCIATES DATED JUNE 10, 2008, HAVING PROJECT NUMBER 6912.10 AND IS FILED IN THE MONROE COUNTY CLERK'S AS LIBER 336 OF MAPS PAGE 41.

368

LIMITS OF ROCK PILE 7 36

360.76

BELLA TERRA GROUP LLC

369

7 36

TG=363.97

370

368

364

8 363.9

GRAVEL AREA

RIP-RAP 366

(TO BE REMOVED)

372

367

GRAVEL AREA

0 37

364

373

D

367

351.93

371

370

5 37

% (PRIVATE) 222'-24" HDPE @ 0.69

369

D 359.36

364 .02

364

361.22 360.89

370

358.16 S

308'-8" PVC @

371

370

D LO 5% 0.4 SF

LOD SF

S1-3B1 RIM=367.02

REFERENCES

372

37 1

369

G

365

IVATE) PE @ 0.42% (PR

TG= 363.65

RIM= 362.87

373

38 0

373

TG= 364.04

8" PVC STUB INV=358.37

SAN LAT

366

DA-7.1 RIM=364.66 359.31

DA-6.1 4' DIA M.H. RIM=366.5 (PRIVATE)

LIMITS OF DISTURBANCE (TYP.)

12" HDPE

BELLA TERRA GROUP LLC

2 37

4 3 3 37 6 37 37 7 37

N/F BELLA TERRA GROUP LLC T.A. # 065.02-4-26

91'-24" HD

372

370 369

369

366

358.93

(TO BE REMOVED)

356.76

D

1 37

LIMITS OF TOPSOIL PILE

6 36

N/F BELLA TERRA GROUP LLC 1563 SISTINE WAY T.A. # 065.02-4-25

BELLA TERRA GROUP LLC

S

373

H

EDGE OF BRUSH

BELLA TERRA GROUP LLC

WOODS

371

362.33

Y D

W

WV

368

359.41

365

E 12" HDP

3 361.64

365

TG=364.08

D

369

RIM= 365.16

359.44

3 TG=364.99 66

361.69

372

36 7

372

N/F BELLA TERRA GROUP LLC 1555 SISTINE WAY T.A. # 065.02-4-24

SF LOD

37 2

W

374

Costich Engineering

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

CLIENT

PORTION OF TAX PARCEL 065.020-01-040.222 TOWN LOT 12, & 14 , TOWNSHIP 14 , RANGE 4, SECTION 11, PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

800 PHILLIPS ROAD, L.L.C. 55 ALLIED WAY HILTON, NY. 14468 PHONE NO.: 585-392-3222

DWG. #

4500.13

CA100

SHEET 02 OF 10

TERRA

IDE R TE 60.0' W

LOT 229

GRID

N

(PRIVA

N/F T.A. # 65.02-6-30

VER 20DE W

.O.W.)

EXISTING EASEMENT TO THE TOWN OF WEBSTER FOR STORM SEWER PURPOSES PER LIBER 362 OF MAPS PAGE 44

+66 AY (60.0' W IDE R.O .W.)

A WAY BELLOR

STA. 20+27.0 N/F T.A. # 65.02-6-29

LOT 230 20+ 00

N11° 02' 21"E 60.06'

N/F T.A. # 65.02-4-90

N/F T.A. # 65.02-4-88

N/F T.A. # 65.02-6-27

N/F T.A. # 65.02-6-28

LOT 257

LOT 258

LOT 259

LOT 260

N08° 27' 2

N/F T.A. # 65.02-4-93

LOT 253

' 26.35

52.81'

247.04'

77.96

77.02'

(60.0' WIDE PRIVATE R.O.W.)

24"E

117.21'

PROPOSED LOT LINE

LOT 302 17,004 SQ. FT. 0.390 AC.

PROPOSED EASEMENT LINE EXISTING EASEMENT LINE EXISTING UTILITY POLE, GUY ANCHOR & POLE W/LIGHT

APPROXIMATE LOCATION TOWN LOT 14 APPROXIMATE LOCATION TOWN LOT 12

TERRA VERDE WAY (PRIVATE 60.0' WIDE R.O.W

18+00

' "E 164.27

TERRA VERDE WAY

S81° 20' 5 0

1.57' S84° 54' 34"E 14

150.67' S83° 28' 07"E

17+00

e. MAXIMUM BUILDING LENGTH

165 FT.

84± FT.

f. MINIMUM HABITABLE FLOOR AREA (PER UNIT)

1,000 SQ. FT.

2,160 SQ. FT.

g. MAXIMUM UNIT DENSITY

6 UNITS/ACRE

1.9 UNITS/ACRE

h. MINIMUM DISTANCE BETWEEN STRUCTURES

40 FT.

i. MINIMUM DRIVEWAY SEPARATION

5 FT.

j. MAXIMUM IMPERIOUS AREA

75%

68.7%

REQUIRED

PROPOSED

N/A

35 FT.

PROJECT DATA

5. COMPLY WITH ALL REQUIREMENTS OF ANY FEDERAL, STATE, COUNTY OR TOWN AGENCY. 6. THE DEED RESTRICTIONS FOR THE PROPERTY SHALL INCORPORATE THE DEFINITION OF THE PROPERTY LIMITS AND THE CONDITION OF DISTURBANCE BEYOND THE PROPERTY LIMITS.

LOT 309 15,965 SQ. FT. 0.367 AC.

81.65'

.O.W.) +00 13 WIDE R

S01° 42' 25"E 190.09'

N01° 42' 25"W 42.06' N01° 42' 25"W 141.84'

LOT 317 16,737 SQ. FT. 0.384 AC.

∆=8°19'41" R=430.00' L=62.50' LOT 311 CHD=S88°26'34"E 10,247 SQ. FT. 62.45' 0.235 AC. 12+00

∆=19°59'09" R=370.00' L=129.06' CHD=S86°19'40"E 128.41'

S05° 43' 16"W

145.69'

S10° 53

' 42"W

LOT 217

11' 5 7"

BY:

W 1

∆=11°37'32" R=430.00' L=87.25' CHD=S70°04'08"E 87.10'

69.2 7

' BY:

S3 3

°2

∆=7°40'24" R=430.00' L=57.59' CHD=S60°25'10"E 57.55' 02

' 38

DATE

FIRE MARSHAL

210

.46'

GRAPHIC SCALE 40

160

TE

LOT 314 17,270 SQ. FT. 0.397 AC.

RI (P

TE

( IN FEET ) 1 inch = 40 ft.

ED

LOT 222

BY:

O F N EW

E HA

L O R IT

C

Y

NS

N/F T.A. # 65.02-6-3

° 44

DATE

TOWN ASSESSOR

H

LOT 223

N25

BY:

L I CE

N/F T.A. # 65.02-6-2

DATE

WEBSTER SEWER DISTRICT

RK O IE

LOT 221

DATE

TOWN HIGHWAY SUPERINTENDENT

LOT 313 17,772 SQ. FT. 0.408 AC. S33° 25' 02"W 323.45'

∆=12°42'35" R=370.00' L=82.08' CHD=S54°59'33"E 81.91'

N/F T.A. # 65.02-6-4

DATE:

STA.10+08.8

R VA RA TE VE 60 RD .0' E W W ID AY E R. O. 10+0 W 0 .)

76.72'

S21°

112.11'

∆=7°56'43" R=370.00' L=51.31' CHD=S52°36'37"E 51.27'

BY:

39 8.

LOT 219

DATE

TOWN ENGINEER

PLANNING BOARD CHAIRPERSON

11+

LOT 216

BY:

0.299 AC.

UE 2-4: PROPOSED 15' WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY

LOT 215

N/F T.A. # 65.02-6-5

∆=8°23'49" R=430.00' L=63.02' CHD=S80°04'49"E LOT 312 62.96' 13,043 SQ. FT.

110.47'

LOT 316 11,716 SQ. FT. S28 ∆=14°59'15" 0.269 AC. ° 39 ' 10 R=370.00' L=96.79' "W CHD=S68°50'28"E 202 .19 96.51' ' LOT 315 12,755 SQ. FT. 0.293 AC.

APPROVALS 189.91'

' 21

N/F T.A. # 65.02-6-8

67.00'

∆=7°43'22" LOT 310 R=430.00' L=57.96'12,473 SQ. FT. CHD=N83°31'54"E 0.286 AC. 57.91'

81.19'

(60.0' WIDE PRIVATE R.O.W.)

< 30 FT.

63.00'

TE 60'

° 41

S

SISTENE WAY

30 FT.

68.00'

LOT 308 12,819 SQ. FT. 0.294 AC.

∆=2°16'41" R=2070.00' L=82.31' CHD=S81°04'10"W 82.30'

∆=84°02'44" R=30.00' L=44.01' CHD=N41°39'24"E 40.17'

S89° 38' 02"W 133.40'

147.16'

S3

42± FT.

d. MAXIMUM BUILDING HEIGHT

1. ALL THE IMPROVEMENTS SHALL BE CONSTRUCTED ACCORDING TO THE SPECIFICATIONS OF THE TOWN OF WEBSTER.

68.00'

(PRIVA

14+00

S00° 21' 58"E 87.55'

144.03

65.46' 48.91'

N/F T.A. # 65.02-6-9

LOT 218

150 FT.

20 FT.

S01° 42' 25"E 200.43'

N00° 21' 58"W 78.32'

3.63' 72.5 104.72'

LOT 220

N/F T.A. # 65.02-6-1

∆=1°45'04" R=2070.00' L=63.26' CHD=S83°05'02"W 63.26'

10+00

LOT 318 9,931 SQ. FT. 0.228 AC.

"W 15 N07° 38' 45

N/F T.A. # 65.02-6-10

N/F T.A. # 65.02-6-6

150 FT.

c. MINIMUM WIDTH DWELLING UNIT

3. ALL SITE WORK IS TO BE IN COMPLIANCE WITH THE STANDARDS OF THE TOWN OF WEBSTER.

LOT 307 14,170 SQ. FT. 0.325 AC.

EXISTING B2 BOX CULVERT

9' 0 . 0 24

E

0 5°

S89° 38' 02"W 142.60'

LOT 319 10,728 SQ. FT. 0.246 AC.

06'

5 5'

∆=6°39'38" R=700.00' L=81.37' CHD=N03°41'47"W 81.33' S00° 21' 58"E 0.81'

S82° 58' 24"W

' 27"W

LOT 320 10,772 SQ. FT. 0.247 AC.

05'.18' "E 99.56 5 4 ' 8 3 ° 49.94'S07

N/F T.A. # 65.02-6-7

b. MINIMUM BUFFER (RESIDENTIAL)

S01° 42' 25"E 206.18'

C L STA.13+48 = C L STA. 10+89

141.

9 70.5

LOT 323 12,601 SQ. FT. 0.289 AC.

PROPOSED 50 FT.

2. ALL ROADWAY CONSTRUCTION TO BE IN ACCORDANCE WITH THE SPECIFICATIONS AND REGULATIONS SET FORTH BY THE TOWN OF WEBSTER.

LOT 306 14,368 SQ. FT. 0.330 AC.

∆=1°53'08" R=2070.00' L=68.12' CHD=S84°54'08"W 68.12'

RDE WAY

∆=97°22'31" R=30.00' L=50.99' CHD=N49°03'14"W 45.07'

82' 59.

REMAINING LANDS SALT ROAD (ZONED: LMR)

REQUIRED 50 FT.

S01° 42' 25"E 210.21'

R.O.W

∆=6°43'58" R=700.00' L=82.26' CHD=N10°23'35"W 82.21'

4 S76° 1

9"W

30' 2

.07'

1 "W

1.39' W 19

" 11' 44

72.61'

LOT 129

∆=1°52'58" R=2070.00' L=68.03' CHD=S86°47'12"W 68.02'

TERRA VE

142.48'

' S69°

153

1 15' 0

04' 17.

a. MINIMUM BUFFER (NON-RESIDENTIAL)

4. PRESERVE ALL MATURE TREES ON SITE, WHERE POSSIBLE, AND MARK SAID TREES BY THE DEVELOPER'S ENGINEER PRIOR TO THE COMMENCING OF ANY SITE WORK.

15+00

S82° 55' 37"W

N89° 11' 34"E 140.28'

0.71'

7.38'

18"E 13

N84° 42' 56"E 14

N80° 14'

138.64

' 56

° 25

S63

S69°

N/F 800 PHILLIPS ROAD LLC T.A. # 65.020-01-040.222 LIBER 10731 PAGE 75 LIBER 362 OF MAPS PAGE 43 LIBER 366 OF MAPS PAGE 68

LOT 305 13,355 SQ. FT. 0.307 AC.

63.00'

3' 31"E

N75° 4

135.0

LOT 322 9,802 SQ. FT. 0.225 AC.

PROJECT BULK DATA - TOWNHOUSES

FRONT SETBACK

16+00

157.33'

N87° 06' 59"E 154.95'

' 06"E

151.0

4"E

54.5

IDE (60.0' W

LOT 321 10,377 SQ. FT. 0.238 AC.

73.00'

SISTENE WAY

N77° 42

4"E 12' 1

N00° 21' 58"W 64.00'

TAX MAP NUMBER

065.020-01-040.222 & 065.020-01-040.225

10+89

21' 88.

01' 75.

S79° 08' 27"W 22.70' LOT 224

7+00

∆=6°43'58" R=700.00' L=82.26' CHD=N17°07'32"W 82.21'

154.77'

68.40'

∆=4°28'38" R=760.00' L=59.39' CHD=N03°02'45"W 59.37'

S01° 42' 25"E 212.00'

LOT 341 15,782 SQ. FT. 0.362 AC.

S00° 21' 58"E 71.97'

∆=5°49'05" R=690.00' L=70.07' CHD=S23°39'32"E 70.04'

LOT 304 15,365 SQ. FT. 0.353 AC.

∆=1°44'38" R=2070.00' L=63.00' CHD=S88°36'00"W 63.00'

∆=88°24'30" R=30.00' L=46.29' CHD=S43°57'26"W 41.83' LOT 342 14,114 SQ. FT. 0.324 AC.

9+00

O AC

S02° 53' 24"E 80.19' S03° 46' 38"E 208.26' 67.25'

∆=2°01'20" R=2070.00' L=73.06' CHD=N89°31'01"W 73.05'

8+00

L

LOT 324 12,217 SQ. FT. 0.281 AC.

BELLA TERRA SECTION 1

N/F BELLA TERRA GROUP LLC 1553 SISTINE WAY T.A. # 065.02-4-29

∆=4°30'47" R=760.00' L=59.86' CHD=N21°02'39"W 59.85'

LOT 340 8,750 SQ. FT. 0.201 AC.

ZONING

"LMR" LOW-MEDIUM RESIDENTIAL DISTRICT

SPECIAL NOTES

∆=2°55'16" R=2130.00' L=108.59' CHD=S86°42'03"W 108.58' N01° 40' 54"W 373.32'113.38' S01° 40' 54"E 373.32' 113.38' ∆=2°58'54" R=2130.00' L=110.85' CHD=S83°44'58"W 110.84'

71.32' 54.31'

LOT 339 9,121 SQ. FT. 0.209 AC.

∆=4°28'38" R=760.00' L=59.39' CHD=N07°31'23"W 59.37'

T UR

∆=4°56'43" R=690.00' L=59.56' CHD=S18°16'37"E 59.54'

LOT 325 12,409 SQ. FT. 0.285 AC.

LOT 337 9,010 SQ. FT. 0.207 AC.

LOT 338 8,981 SQ. FT. 0.206 AC.

∆=4°30'47" R=760.00' L=59.86' ∆=4°30'47" CHD=N12°01'06"W R=760.00' L=59.86' 59.85' CHD=N16°31'53"W 59.85'

∆=6°04'33" R=700.00' L=74.23' CHD=N23°31'48"W 74.20'

S74°

' 27"W

LOT 326 9,965 SQ. FT. 0.229 AC.

S79° 08

148.92'

LOT 328 9,742 SQ. FT. 0.224 AC.

LOT 327 9,565 SQ. FT. 0.220 AC.

S84° 04' 07"W

LOT 127

N86° 13' 22"E 148.33'

N88° 19' 43"E 148.43'

∆=2°09'15" R=690.00' L=25.94' CHD=S04°51'16"E 25.94'

LOT 336 8,897 SQ. FT. 0.204 AC.

12' 4

E 1 ' 57"

N03° 46' 38"W 120.39'

∆=4°55'39" R=690.00' L=59.34' CHD=S08°23'43"E 59.32'

145.9

° 41

.59'

143

145.6

S03° 46' 38"E 62.95'

LOT 343 10,025 SQ. FT. 0.230 AC.

S01° 42' 25"E 208.87'

∆=2°32'57" R=530.00' L=23.58' CHD=S01°01'39"W 23.58'

L BE R CA

∆=4°56'43" R=690.00' L=59.56' CHD=S13°19'54"E 59.54'

∆=5°49'49" R=530.00' L=53.93' CHD=S05°13'03"W 53.91'

7.26' 45.05' 62.06' 8.37'

6+0

5+0

S03° 46' 38"E 35.71'

70.71

N71°

N66

W

' 45"

° 07

S65

2"W 46' 4

147.67'

∆=6°38'56" R=630.00' L=73.11' CHD=N21°32'46"W 73.07'

1+00

N/F BELLA TERRA GROUP LLC 1555 SISTINE WAY T.A. # 065.02-4-28 EXISTING EASEMENT TO LOT 128 THE TOWN OF WEBSTER FOR STORM & SANITARY SEWER PURPOSES PER LIBER 362 OF MAPS PAGE 44

1"E

S71°

' 38"E

N78° 25

∆=3°16'01" R=760.00' L=43.34' CHD=N24°56'04"W 43.33'

2+00

N/F BELLA TERRA GROUP LLC T.A. # 065.02-4-27

LOT 335 8,841 SQ. FT. 0.203 AC.

LOT 344 9,896 SQ. FT. 0.227 AC.

1.57' 73.32' 5 3 W " 7 10° 14' 0 0.31' 54.37' N 3.32' 7 7 3 ' E 7 " 7 30.3 10° 14' 0 64.88' S 5.92'

145.3

LOT 334 8,952 SQ. FT. 0.206 AC.

∆=1°41'50" R=630.00' L=18.66' CHD=S25°43'09"E 18.66'

0+00

LOT 346 9,939 SQ. FT. 0.228 AC.

145.6

1"E

145.1

144.5

"W 5' 44 2 ° 9 1 ' ' N 70.59 63.00 9' 269.5 E " 4 4 ' 9° 25

3+00

N86° 13' 22"E 60.00'

1"E

20' 1

4"E

54' 4

' 59"W

LOT 333 9,391 SQ. FT. 0.216 AC.

LOT 345 10,092 SQ. FT. 0.232 AC.

LOT 347 9,269 SQ. FT. 0.213 AC.

.00 ' 63 9 5 . 9 26

4+00

STA. 0+41.8

REMAINING LANDS SALT ROAD (ZONED: LMR)

20' 1

LOT 348 9,183 SQ. FT. 0.211 AC.

N70°

32 S73°

3.12'

N03° 46' 38"W 63.00'

S1

∆=6°38'56" R=630.00' L=73.11' CHD=N08°14'54"W 73.07'

∆=1°08'48" R=630.00' L=12.61' CHD=N04°21'02"W 12.61' N03° 46' 38"W 52.07'

N/F 800 PHILLIPS ROAD LLC T.A. # 65.020-01-040.225

56.09'

LOT 332 9,505 SQ. FT. 0.218 AC.

3.48' 23"E 15

49"E

' 63.00

∆=9°24'53" R=470.00' L=77.23' CHD=S01°49'26"W 77.14'

∆=9°24'53" R=470.00' L=77.23' CHD=S07°35'28"E 77.14'

∆=7°21'54" R=470.00' L=60.42' CHD=S15°58'52"E 60.37' S19° 39' 49"E 13.90'

3 S19°

33.16

' 64.01 ' 66.04

68.11'

LOT 331 9,434 SQ. FT. 0.217 AC.

S85° 04' 34"W 14

LOT 330 8,752 SQ. FT. 0.201 AC.

LOT 349 9,167 SQ. FT. 0.210 AC.

62.76

LOT 303 17,464 SQ. FT. 0.401 AC.

S01° 42' 25"E 211.66'

"E 9' 49

SITE DATA 62.62'

N79° 39'

R.O

.W.

.93'

10+70

10+00

' 46.43 ' 56.33

EXISTING EASEMENT TO THE TOWN OF WEBSTER FOR STORM & SANITARY SEWER PURPOSES PER LIBER 362 OF MAPS PAGE 44

LOT 329 8,400 SQ. FT. 0.193 AC.

LOT 350 9,191 SQ. FT. 0.211 AC.

141.98

. 08' W 175 " 3 5 ' 1 N12° 5 08' 56.39' 68.02' . E 175 " 3 5 ' ' 1 1 5 17. S12° 5 62.60'

S86° 13' 22"W 133.33'

13' 22"E 133.33' 6°73 N81. N86° 13' 22"E 27

S03° 46' 38"E 103.98'

3' 23"W

N03° 46' 38"W 63.00' 63.00'

N/F BELLA TERRA GROUP LLC T.A. # 065.02-4-26

LOT 353 9,163 SQ. FT. 0.210 AC.

LOT 352 9,224 SQ. FT. 0.212 AC.

LOT 351 9,373 SQ. FT. 0.215 AC.

21.44'

N/F BELLA TERRA GROUP LLC 1555 SISTINE WAY T.A. # 065.02-4-24

N/F BELLA TERRA GROUP LLC 1563 SISTINE WAY T.A. # 065.02-4-25

42.78' 46"W 1

N86° 13' 22"E 138.40'

LOT 354 10,136 SQ. FT. 0.233 AC.

S76° 2

∆=2°56'39" R=1230.00' L=63.21' CHD=S09°17'54"E 63.20'

S79° 13'

∆=4°07'04" R=1230.00' L=88.40' CHD=N05°46'03"W 88.38' N/F

∆=2°50'24" R=1230.00' L=60.97' CHD=S12°11'26"E 60.96'

∆=11°50'15" R=1230.00' L=254.12' CHD=S13°44'42"E 253.67'

9+00

6"E 204

∆=2°57'54" R=2070.00' L=107.12' CHD=N87°01'24"W 107.11'

7+00

N70°

4.67'

∆=0°22'00" R=1230.00' L=7.87' CHD=S19°28'49"E 7.87'

∆=2°50'48" R=1230.00' L=61.11' CHD=S17°52'25"E 61.10'

S

IL TRA )

39' S19°

3.00'

∆=88°24'30" R=30.00' L=46.29' CHD=S44°27'04"E 41.83' ∆=7°47'34" R=470.00' L=63.92' CHD=S03°38'58"W 63.87' N00° 14' 49"W 40.83' CL STA.16+84 =

∆=5°48'38" R=530.00' L=53.75' CHD=N05°13'38"E 53.73'

N10° 43 '4

0 6+0

0.0 TE 6

6 9"E 4 ' 9 19° 3

LOT 366 19,476 SQ. FT. 0.447 AC.

C L STA. 10+70

' 63.00

N70°

5 49"E ' 9 3 19°

46.66

A

IV (PR

∆=3°13'00" R=2130.00' L=119.58' CHD=N87°02'49"W 119.57'

S00° 14' 49"E 40.83'

DE ' WI

5+0

LOT 365 11,218 SQ. FT. 0.258 AC.

8+00

47.97

"E 1

49.04

2+00

0+00

BELLA TERRA GROUP LLC

"E 1

50.11

S

1+00

BELLA TERRA GROUP LLC T.A. # 065.02-4-23

0' 11

"E 1

3+00

N86° 17' 29"E 60.00'

EXISTING EASEMENT TO THE MONROE COUNTY WATER AUTHORITY

3 S19°

0 4+0

STA. 0+42.4

' 63.00 E " 9 39' 4 S19°

' 63.00 E " 9' 49

ANO L I M

EXISTING EASEMENT TO THE TOWN OF WEBSTER FOR STORM & SANITARY SEWER PURPOSES PER LIBER 362 OF MAPS PAGE 44

9' 49

LOT 364 11,721 SQ. FT. 0.269 AC.

∆=6°19'51" R=530.00' L=58.56' CHD=N00°50'36"W 58.53'

∆=6°20'05" R=530.00' L=58.60' CHD=N07°10'34"W 58.57'

∆=6°19'11" R=530.00' L=58.46' CHD=N13°30'12"W 58.43'

∆=3°00'01" R=530.00' L=27.75' CHD=N18°09'48"W 27.75'

3 S19°

∆=1°28'15" R=1170.00' L=30.04' CHD=S18°55'41"E 30.03' ' 35.23 E " 9 39' 4 S19°

∆=3°20'05" R=1170.00' L=68.10' CHD=S16°31'31"E 68.09'

46.90

0' 11

2 N70° LOT 359 9,356 SQ. FT. 0.215 AC.

2 N70°

0' 11

3 159.1 6"E

LOT 122

48' 2

∆=3°20'07" R=1170.00' L=68.11' CHD=S13°11'25"E 68.10'

LOT 358 9,423 SQ. FT. 0.216 AC.

2 N70°

LOT 357 9,673 SQ. FT. 0.222 AC.

N71°

171.70

0.66 "E 18

28' 38

LOT 355 11,113 SQ. FT. 0.255 AC.

' 32"E

N78°

LOT 121

LOT 356 10,486 SQ. FT. 0.241 AC.

8 N75° 0

EXISTING WATER MAIN EASEMENT TO MCWA

N/F BELLA TERRA GROUP LLC 1575 SISTINE WAY T.A. # 065.02-4-21

LOT 360 9,288 SQ. FT. 0.213 AC.

"E 1

33.65'

0' 11

' 28.72

LOT 361 9,477 SQ. FT. 0.218 AC.

"E 1

' 63.01 151.98' 0'' 25"W 23 ° .8 N0459

20' 12

2 N70°

EXISTING DRAINAGE EASEMENT TO THE TOWN OF WEBSTER PER LIBER 362 OF MAPS PAGE 44

LOT 362 9,963 SQ. FT. 0.229 AC.

N73°

.1'87' 4663.50

LOT 120

LOT 363 10,831 SQ. FT. 0.249 AC.

N85° 59' 28"E 169.07

63.01

N/F BELLA TERRA GROUP LLC 1577 SISTINE WAY T.A. # 065.02-4-20

S87° 40' 41"E 168.47'

27"W ' 1 ' 4 .°5 N1688

N/F BELLA TERRA GROUP LLC T.A. # 065.02-4-22

BELLA TERRA GROUP LLC

EXISTING A3 58" X 36" CMPASI

PROPOSED CONCRETE GUTTER

' 75.28

58.53'

BELLA TERRA GROUP LLC

N08° 36 '

PROPOSED BUILDING STONE CHECK DAM (TYP.)

94.23'

' 77.96

CENTER LINE

192.23'

ER

LOT 250

∆=2°10'35" R=2070.00' L=78.63' CHD=N84°27'10"W 78.62'

N06° 39' 26"E

I NE

LOT 249

LOT 252

LOT 251

EXISTING EDGE OF PAVEMENT

PR

0 9 6 1 84 OF E AL SS I O N

NG

N/F T.A. # 65.02-4-96

EXISTING CONCRETE CURB

E

N/F T.A. # 65.02-4-97

CENTER LINE

A

LOT 119

N/F T.A. # 65.02-4-94

N/F T.A. # 65.02-4-95

MIN. BUILDING SETBACK

C

N/F BELLA TERRA GROUP LLC T.A # 065.02-4-19

LOT 301 11,779 SQ. FT. 0.270 AC.

ST

EXISTING EASEMENT TO THE TOWN OF WEBSTER FOR STORM SEWER PURPOSES PER LIBER 362 OF MAPS PAGE 44

19+00 (P RIV

∆=3°58'04" R=2130.00' L=147.51' CHD=N83°27'16"W 147.48'

LOT 254

RIGHT-OF-WAY LINE

60.63'

N/F T.A. # 65.02-4-92

ATE 60' WIDE R.O .W.)

LOT 255

ADJACENT PROPERTY LINE

∆=1°49'16" R=2070.00' L=65.80' CHD=N82°27'14"W 65.79'

LOT 256

SECTION/PARCEL BOUNDARY

4"E 182.4

MI

N/F T.A. # 65.02-4-91

N/F T.A. # 65.02-4-89

SITE LINE & SYMBOL LEGEND

911 APPROVAL:

3.4

N/F T.A. # 65.02-6-25

BELLA TERRA GROUP LLC

CERTIFICATION

N/F BELLA TERRA GROUP LLC T.A. # 065.02-4-30

MONROE COUNTY DEPARTMENT OF HEALTH REALTY SUBDIVISION CONDITIONS OF APPROVAL : 1. 2.

THAT THE PROPOSED FACILITIES FOR WATER SUPPLY AND SEWAGE DISPOSAL ARE INSTALLED IN CONFORMITY WITH SAID PLANS ON FILE WITH THE MONROE COUNTY DEPARTMENT OF HEALTH. THAT NO LOT OR REMAINING LAND (IF APPLICABLE) SHALL BE SUBDIVIDED WITHOUT PLANS, FOR SUCH RESUBDIVISION, BEING SUBMITTED TO AND APPROVED BY THE MONROE COUNTY DEPARTMENT OF HEALTH.

P. C. STA 4. THAT THE OWNER OF THE SUBDIVSION SHALL FURNISH EACH PURCHASER, OF A LOT, WITH A COPY 1+38.02 OF THE APPROVED PLAN, OR IN THE CASE OF SALE OF DEVELOPED LOTS, THE OWNER OF THE SUBDIVISION SHALL FURNISH EACH PURCHASER WITH AN ACCURATE "AS-BUILT" PLAN DEPICTING ALL INSTALLED FAC- ILITIES INCLUDING SANITARY SEWAGE, STORM WATER AND WATER SUPPLY. 5.

THAT ADEQUATE EROSION/SILTATION CONTROL MEASURES SHALL BE EMPLOYED PRIOR TO AND DURING CONSTRUCTION. IF THE PROJECT WILL RESULT IN THE DISTURBANCE OF ONE ACRE OR MORE, COVERAGE UNDER THE NYSDEC SPEDES GP 0-15-002 FOR STORM WATER DISCHARGE FOR CONSTRUCTION ACTIVITIES WILL BE OBTAINED. THAT PLAN APPROVAL IS LIMITED TO 5 YEARS. TIME EXTENSIONS FOR PLAN APPROVAL MAY BE GRANTED BY THE MONROE COUNTY DEPARTMENT OF HEALTH BASED UPON DEVELOPMENTAL FACTS AND THE REALITY SUBDIVISION REGULATIONS IN EFFECT AT THAT TIME. A NEW PLAN SUBMISSION MAY BE REQUIRED TO OBTAIN A TIME EXTENSION.

LOT 214

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH MONROE COUNTY SURVEYORS OFFICE: This plat is approved in accordance with the provisions of Section 239-F, Article 12-B of the General Municipal Law and/or the Monroe County Monumentation Law. A separate approval is required for site construction. For the General Municipal Law:

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

REALTY SUBDIVISION APPROVAL REAL PROPERTY TAX SERVICE:

18+91

THAT AN ORIGINAL SUBDIVISION MAP, AS APPROVED THIS DATE, SHALL BE FILED IN THE OFFICE OF THE CLERK OF THE COUNTY OF MONROE PRIOR TO OFFERING LOTS FOR SALE.

103.74'

LOT 130

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. THETERRA VER DE WAY 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.

THIS IS TO CERTIFY THAT APPROVED PLANS FOR WATER SUPPLY N/F AND SEWAGE DISPOSAL FOR THIS PROJECT ON FILE IN THE T.A.ARE # 65.02-6-99 OFFICE OF THE MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH. CONSENT IS HEREBY GIVEN FOR THE FILING OF THIS MAP IN THE MONROE COUNTY CLERK'S OFFICE IN ACCORDANCE WITH ARTICLE III OF THE MONROE COUNTY SANITARY CODE

DIRECTOR OF PUBLIC HEALTH

(PRIVATE 60.0' WIDE R.O.W.)

County Highway Superintendent For the Monroe County Monumentation Law

N/F T.A. # 65.02-6-24

LOT 213

NO.

DATE

BY

REVISION

PROJECT MANAGER

TITLE OF PROJECT

M.P.M.

LOT 212 THAT THIS MAP WAS PREPARED FROM NOTES OF AN INSTRUMENT SURVEY COMPLETED ON MAY 11, 2023 AND FROM THE REFERENCE(S) LISTED HEREON. NO SEARCH OF RECORDS, OTHER THAN THOSE REFERENCED, WAS MADE FOR EASEMENTS OR ENCUMBRANCES AFFECTING THIS PARCEL.

Civil Engineering

DRAWN BY

D.J.L. J.S.F. TOPO/BASE

Monroe County Surveyors Office

BY

PUBLIC HEALTH ENGINEER

DATE

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

04/14/2026 SCALE

1"=40'

BELLA TERRA SUBDIVISION SECTION 3

Landscape Architecture

PLAT MAP - SECTION 3 LOCATION OF PROJECT

DATE

Date:

APVLS.

TITLE OF DRAWING

Land Surveying

BOUNDARY

G.L.R. By:

CHKD.

Costich Engineering

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

CLIENT

PORTION OF TAX PARCEL 065.020-01-040.222 TOWN LOT 12, & 14 , TOWNSHIP 14 , RANGE 4, SECTION 11, PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

800 PHILLIPS ROAD, L.L.C. 55 ALLIED WAY HILTON, NY. 14468 PHONE NO.: 585-392-3222

DWG. #

4500.13

CA100

SHEET 03 OF 10

N/F T.A. # 65.02-4-91

Y

LOT 258

LOT 259

LOT 260

R.O.W.)

LOT 257

LOT 256

PROPOSED 8" DIP CLASS 52 WATER MAIN

LOT 255 N/F T.A. # 65.02-4-92

8" D.I.P. WATER MAIN

T

LOT 254

LOT 251

H

3. W

DC-6

364.90

364.43

N

364.43

364.53

WV

W

SA ST

366.84

17+00

W 365.65

W

ST SA

IVATE) 252'-12" HDPE @ 0.60% (PR TE) IVA 271'-8" PVC @ 0.40% (PR

D

WV

200'-8" PVC @ 0.40% (PRIVATE)

W

200'-12" HDPE @ 0.50% (PRIVATE)

SA ST W

W

W ST SA 365.26

W

W THE DEVELOPERS AND CONTRACTORS ATTENTION IS DIRECTED TO LOCAL LAW NO. 6 OF 1971, REGARDING LIABILITY W INCURRED THROUGH THROUGH DISTURBANCE OR DESTRUCTION OF GEODETIC SURVEY MONUMENTS, THE CONTRACTOR SHALL LOCATE, MARK, SAFEGUARD AND PRESERVE ALL SURVEY CONTROL MONUMENTS AND RIGHT-OF-WAY MONUMENTS IN THE AREA OF CONSTRUCTION. FOR MORE DESCRIPTIVE AND SURVEY DATA ON CONTROL MONUMENTS, CALL THE MONROE COUNTY GEODETIC SURVEY OFFICE.

18+91

W

Y

12+00 369.39

366.53

SA ST W

S

DA-7.7 4' DIA M.H. RIM=373.8 (PRIVATE)

THE CONTRACTOR SHALL LOCATE, MARK, SAFEGUARD AND PRESERVE ALL SURVEY CONTROL MONUMENTS AND RIGHT-OF-WAY MONUMENTS IN THE AREA OF THE SITE CONSTRUCTION, FOR DESCRIPTIVE AND SURVEY DATA PERTAINING TO THE MONUMENTS, CALL THE MONROE COUNTY GEODETIC SURVEY OFFICE. ALL SANITARY SEWERS, STORM SEWERS, WATER MAINS, AND APPURTENANCES, NOT WITHIN A DEDICATED RIGHT-OF-WAY, SHALL BE DEDICATED TO THE PROPER, GOVERNING AGENCY. THE DEDICATION SHALL BE CONDUCTED THROUGH EASEMENTS, WHICH SHALL BE SHOWN AND DESCRIBED AT THE FINAL STAGE OF PLANS.

D

LOT 311

BY:

DATE

TOWN ASSESSOR

S1-3B6 4' DIA M.H. RIM=374.6 (PRIVATE)

BY:

DATE

FIRE MARSHAL

LOT 312 BY:

DATE

DIRECTOR OF COMMUNITY DEVELOPMENT

BY:

DATE:

00 W

S

C.O . C.O .

THESE PLANS FOR PUBLIC WATER SYSTEM EXTENSION /THESE PLANS FOR PUBLIC SANITARY SEWER EXTENSION / IMPROVEMENT ARE HEREBY APPROVED PURSUANT TOIMPROVEMENTS ARE HEREBY APPROVED PURSUANT TO ARTICLE 10NYCRR5 OF THE STATE SANITARY CODE SUBJECT TO17 OF THE NYS ENVIROMENTAL CONSERVATION LAW SUBJECT CONDITIONS OF APPROVAL TO CONDITIONS OF APPROVAL

RIM=372.16 (NO STUB)

2.4

4 6.7

D

C.O. C.O .

LOT 313

WS

TE R( I TRER PV W RA RA IVT RVAE AET VR 18 6E0 EDR Y 1'D 18 .60'0 EDW "H EA .W DP 0 W ' E ID Y W @ 0.7 EID AY C.O. 172' 6% -8 RE. C.O. "P OR. . VC @ WO. 10+0 C.O. 0.9 C.O. )W. 0 4% )

LIMITS OF TOPSOIL PILE

DIRECTOR OF PUBLIC HEALTH

C.O . C.O .

BY

DIRECTOR OF PUBLIC HEALTH

PUBLIC HEALTH ENGINEER

DATE

BY

PUBLIC HEALTH ENGINEER

DATE

GV

160

O F N EW

E HA

L O R IT

C

Y

ER

GRAPHIC SCALE

TE

( IN FEET ) 1 inch = 40 ft.

I NE

LOT 314

E

(P

T

0 9 6 1 84 OF E AL SS I O N

0.8

PR

NG

H

5.3 36

W D S SANITARY SEWER NOTES 6 5.3

.73 MAXIMUM ALLOWABLE INFILTRATION OR EXFILTRATION SHALL NOT 36 60 EXCEED 100 GALLONS PER INCH PER MILE DC-9 3 5' DIAOFM.H. PIPE PER DAY FOR THE SANITARY SEWER. IF AN AIR TEST IS USED, THE TEST, AS A MINIMUM, SHALL RIM=370.0 CONFORM TO THE PROCEDURE DESCRIBED IN THE ASTM-C-828-86, ENTITLED "STANDARD PRACTICE FOR LOW W (PRIVATE) PRESSURE AIR TEST OF VITRIFIED CLAY PIPE LINES. SANTARY MANHOLES SHALL BE VISUALLY INSPECTED

SA DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TEST SHALL BE CONDUCTED AFTER SA THE N/F FINAL BACKFILL HAS BEEN IN PLACE AT LEAST THIRTY DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF D IS TO BE RUN USING A RIGID BALL OR MANDREL, IT SHALL HAVE A DIAMETER T.A. 65.02-6-99 5%.#IF THE DEFLECTION TEST S EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE, THE TEST SHALL BE PERFORMED WITHOUT THE AID OF MECHANICAL PULLING DEVICES.

LOT 214

N/F T.A. # 65.02-6-24

LOT 213

TOWN DRIVEWAY NOTES 1.

FLOOR DRAINS, IF CONSTRUCTED IN THE PROJECT, MUST BE CONNECTED TO LOTTHE 212 SANITARY SEWER. NOTE: S-1.9 FLOOR DRAINS DO NOT SA INCLUDE FOUNDATION OR FOOTER DRAINS INSTALLED TO INTERCEPT UNCONTAMINATED GROUND WATER. ALL DISCHARGES FROM THE FLOOR DRAINS TO THE SANITARY SEWER MUST COMPLY WITH THE EFFLUENT LIMITS OF THE LOCAL AND/OR THE MONROE COUNTY SEWER USE LAW. SANITARY SEWER MAINS ARE TO BE POLYVINYL CHLORIDE (P.V.C.), SDR-35, UNLESS DEPTHS EXCEED 12' IN WHICH CASE USE SDR-21. SANITARY SEWER LATERALS, FOR THE SINGLE-FAMILY HOMES, ARE TO BE 4" DIA. P.V.C., SDR-21 OR SCH 40, AND SHALL EXTEND ELEVEN (11) FEET BEYOND THE RIGHT-OF-WAY LINE OR(11) ELEVEN FEET BEYOND AN EASEMENT LINE. (WHICHEVER IS GREATER)

N/F T.A. # 65.02-6-25

AND TESTED FOR LEAKAGE BY EXFILTRATION OR VACUUM. VACUUM TESTING OF MANHOLES SHALL COMPLY WITH THE METHOD OUTLINED IN THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION TECHNICAL W INFORMATION PAMPHLET (TIP) NO. 15 (REVISED).

365.51

W

Y D

TG=365.3

(PRIVATE)

ALL STORM PIPE CONNECTIONS TO BE WATER TIGHT. (PRIVATE)

SA ST

ALL IMPROVEMENTS SHALL BE DONE IN ACCORDANCE WITH THE LATEST STANDARDS AND SPECIFICATIONS OF THE W TOWN ST SA OF WEBSTER, THE MONROE COUNTY HEALTH DEPARTMENT, THE MONROE COUNTY WATERWVAUTHORITY, THE MONROE WV W COUNTY DEPARTMENT OF TRANSPORTATION, AND ANY OTHER AGENCY HAVING JURISDICTION. W

W

STM LAT

WTR LAT

350.82

W

H

SA

EXISTING UTILITIES (LOCATIONS, SIZES, MATERIALS & INVERTS) SHOWN ON THE PLANS, HAVE BEEN PLOTTED FROM FIELD SURVEYS AND RECORD MAPS AND ARE NOT CERTIFIED AS TO THE ACCURACY OF THEIR LOCATION AND/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 CON-STRUCTION, SUFFICIENTLY AHEAD OF TIME TO ALLOW REDESIGN (IF DEEMED NECESSARY). THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DELAYS OR DAMAGES OCCURING AS A RESULT OF INCORRECTLY LOCATED UTILITIES/ NODC-8.2 EXTENSIONS OF CONTRACT TIME AND NO MONETARY DAMAGE CLAIMS SHALL BE ALLOWED AS A RESULT OF REVISED 2'x2' DESIGN INLET LOCATIONS OR TIME ALLOWED TO DO THE SAME, WHICH SHALL RESULT FROM EXISTING UTILITIES BEING FOUND IN TG=368.2 DIFFERENT LOCATIONS THAN SHOWN ON THESE DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY (PRIVATE) THE PROJECT SA SA THEIR ENGINEER AND THE VARIOUS UTILITY OWNERS, IN AMPLE TIME, FOR THE OWNERS TO LOCATE AND MARK FACILITIES. SA ST

D

W

36" HDPE (PRIVATE) 350.92

WV

(PRIVATE) 52'-120" CONCRETE STORM SEWER PIPE MATERIAL OPTIONS ARE AS FOLLOWS: a) POLYVINYL CHLORIDE (P.V.C.) SDR-35. b) CORRUGATED BOX CULVERT DC-6.1 ST SA POLYETHYLENE PLASTIC (C.P.P.) INLET @ 0.21% HIGH DENSITY2'x2'

ST SA

W

W W

357.72

WV

TG=365.3

RIM=372.14 (NO STUB)

WV

DC-6.2

W

EXISTING UTILITIES (LOCATION, SIZES AND INVERTS) SHOWN ON THE 5. A W STOMRWATER MAINTENANCE AGREEMENT IS TO BE PROVIDED TO THE W PLANS ARE APPROXIMATE AND ARE NOT CERTIFIED AS TO THE W TOWN TO REVIEW. THIS WILL INCLUDE THE REQUIREMENT OF AN .47 7 IS ACCURACY OF THEIR LOCATION OR COMPLETENESS. THETERRA VERDE WAYACCESS EASEMENT TO THE TOWN IN THE CASE THAT MAINTENANCE P. C. STA 35 CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT NOT BEING PERFORMED AND THE TOWN IS TO CORRECT ANY ISSUES LOCATIONS AND DEPTHS OF ALL UTILITIES AND STRUCTURES IN THE THAT THE RESPONSIBLE PARTY HAS NOT. THIS WILL ALSO OUTLINE THE PATH OF, OR CLOSELY PARALLEL TO, OR UNDER, THE PROPOSED REPORTING REQUIREMENTS OF THE RESPONSIBLE PARTY TO THE CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TOWN. 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.

GENERAL UTILITY NOTES

FOUNDATION DRAINS SHALL BE CONNECTED TO THE STORM 2'x2' INLET SEWER LATERALS VIA A SUMP PUMP.

DATE

WEBSTER SEWER DISTRICT

H

W

SA

WV

RESPONSIBLE FOR MAINTENANCE.

DATE

TOWN HIGHWAY SUPERINTENDENT

RK O IE

TG=361.85

W

DRAINAGE SYSTEM VIA A 6" PIPE WITH CLEANOUTS.

BY:

ED

5' DIA M.H. SAN LAT GV ARE RIM=364.2OF THE STORMWATER PONDS EX. STRUCTURE 4. THE CONFIGURATION AND LOCATION (PRIVATE) (PRIVATE) SUCH THAT THE TOWN WILL NOT TAKE DEDICATION OF THEM NOW OR INV=358.23 ANYTIME IN THE FUTURE. AST SA STORMWATER MAINTENANCE AGREEMENT INV=358.72 WILL BE REQUIRED. ANY FUTURE HOME OWNERS ASSOCIATION ST SA WILL BE

TG=361.67

DATE

PLANNING BOARD CHAIRPERSON

NS

7% @ 0.7 DPE 12" H RIVATE) (P

N/F BELLA TERRA GROUP LLC DA-5.1: CONNECT TO T.A. # 065.02-4-30

65'-12" HDPE @ 0.40% (PRIVATE) ALL ROADS, STORM SEWERS, SANITARY SEWERS AND STORMWATER MANAGEMENT FACILITIES ARE TO BE PRIVATELY OWNER. THE WATER MAIN AND APPURTENANCES ARE TO BE DEDICATED TO THE MONROE COUNTY WATER AUTHORITY. DA-5.2

BY:

L I CE

N/F T.A. # 65.02-6-3

E

LOT 222

W

ST ST

GV

LOT 223

22'-12" HDPE @ 0.99% (PRIVATE) ROOF LEADERS SHALL BE CONNECTED TO THE STORM SEWER

DATE

TOWN ENGINEER

WV

357.72

LOT 217

LOT 218

C.O . C.O .

LOT 216

LOT 221

ALL ROADWAY WEEPS SHALL HAVE UNDERDRAIN THE FULL LENGTH OF THE ROAD.

BY:

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH

LOT 215

N/F T.A. # 65.02-6-2

359.5

LOT 130

S

W

N/F T.A. # 65.02-6-8

LOT 315

T

367.34

W

SA ST

ST SA

W

366.05

ST

N/F T.A. # 65.02-6-4

PROPOSED 6" SDR-21 STORM LATERAL (TYP.) (PRIVATE)

LOT 316

LOT 220

ALL CROSSOVER PIPES SHALL BE PERFORATED HDPE.

APPROVALS

INV.= 365.22

N/F T.A. # 65.02-6-5

LOT 128

STORM SEWER LATERALS, FOR SINGLE-FAMILY HOMES ARE TO BE 6" DIA. P.V.C., SDR-35, AND ARE TO EXTEND (11) ELEVEN FEET BEYOND THE RIGHT-OF-WAY LINE OR (11) ELEVEN FEET BEYOND AN EASEMENT LINE (WHICHEVER IS GREATER).

PROPOSED 4" SDR-21 SANITARY LATERAL (TYP.) (PRIVATE)

PROPOSED 1" COPPER WATER SERVICE TO THE CURB STOP TO BE OWNED BY MCWA 1" PE PRIVATE SERVICE TO THE BUILDING

D

CONNECT TO EXISTING 8" WATER MAIN

W

SA ST W

INV.= 364.73

INSTALLATION

WATER MAINS AND ALL WATER SERVICE LINES SHALL HAVE A MINIMUM OF FIVE FEET OF COVER FROM FINISHED GRADE IN LAWN AREAS AND A MINIMUM OF SIX FEET OF COVER FROM FINISHED GRADE IN PAVED AREAS. MINIMUM VERTICAL SEPARATION BETWEEN WATER MAIN AND SEWER MAINS SHALL BE 18" MEASURED FROM OUTSIDE OF PIPES AT THE POINT OF CROSSING. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SEWER MAINS SHALL BE TEN FEET MEASURED FROM OUTSIDE OF THE PIPES. ONE FULL LENGTH OF WATER MAIN SHALL BE CENTERED UNDER OR OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER ADEQUATE STRUCTURAL SUPPORT (COMPACTED SELECTED FILL) SHALL BE PROVIDED FOR THE SEWERS TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING ON AND BREAKING THE WATER MAINS. FIRE HYDRANT WEEP HOLES (DRAINS) SHALL BE PLUGGED WHEN GROUND WATER IS ENCOUNTERED WITHIN SEVEN FEET OF THE FINISHED GRADE. ALL MECHANICAL JOINT FITTINGS (TEES, BENDS, PLUGS, ETC.) SHALL BE BACKED WITH 2500 PSI CONCRETE THRUST BLOCKS OF APPROPRIATE SIZE TO PROVIDE THRUST RESTRAINT. SEPT 2017

BY:

24" CMP N. INV=363.32 S. INV=364.13

LOT 219

TESTS

SOIL TEST. THE CONTRACTOR SHALL PROVIDE A SOIL TEST EVALUATION TO DETERMINE THE NEED FOR POLYETHYLENE ENCASEMENT PER ANSI/AWWS C105/AZ1.5-82 PRIOR TO WATER MAIN INSTALLATION. SOIL TESTING SHALL BE CONDUCTED BY AN APPROVED SOIL TESTING LABORATORY IN ACCORDANCE WITH WATER AUTHORITY STANDARDS. PRESSURE TEST. WATER MAINS TO BE PRESSURE TESTED IN ACCORDANCE WITH THE LATEST WATER AUTHORITY SPECIFICATIONS. A WATER AUTHORITY REPRESENTATIVE MUST WITNESS THIS TEST. HEALTH SAMPLE. THE WATER MAIN SHALL BE DISINFECTION EQUAL TO AWWA STANDARD SPECIFICATIONS, DESIGNATION C-651, BY USING THE CONTINUOUS FEED METHOD. AFTER FLUSHING AND DISINFECTING THE WATER MAIN, WATER SAMPLES SHALL BE COLLECTED FROM THE MAIN BY THE MONROE COUNTY HEALTH DEPARTMENT. FIRE HYDRANTS ARE NOT ACCEPTABLE SAMPLING POINTS. APPROVAL AND NOTIFICATION BY THE HEALTH DEPARTMENT MUST BE RECEIVED BEFORE THE MAIN IS PLACED IN SERVICE.

LOT 309

LOT 310

W

EXISTING B2 BOX CULVERT

W SA

STORM SEWER NOTES

MATERIAL

WATER MAIN(S) SHALL BE 8-INCH ZINC-COATED DUCTILE IRON CEMENT-LINED CLASS 52. WATER SERVICE(S) SHALL BE 1-INCH TYPE K COPPER FROM THE WATER MAIN TO THE CURB BOX AND 1-INCH (TYPE K SOFT COPPER OR PE #4710) FROM THE CURB BOX TO THE METER. WATER METER(S) SHALL BE LOCATED ON THE INTERIOR WALLS IMMEDIATELY UPON SERVICE ENTRANCE INTO THE BUILDING(S). ON METERED SERVICES REQUIRING A 1 1/2-INCH OR LARGER METER A BYPASS AROUND THE METER IS REQUIRED. ALL GATE VALVES SHALL HAVE STAINLESS STEEL BODY AND BONNET BOLTS.

11+

SA ST

W ST SA W

ST

W

WV D

C.O.

W ST SA SA ST

ST W

SAN LAT

C.O.

ST

W 12" HDPE 359.81 (PRIVATE)

12" HDPE

WV W

W ST SA

12" HDPE

W W W

WV

WAY ENE SIST WAY ENE SIST

WV

361.64

Y D

W

WV

) TE R.O.W.) PRIVA R.O.W. WIDE (60.0' TE (60.0' WIDE PRIVA

30" HDPE

358.75 36" HDPE (PRIVATE)

D

W 359.44

359.41

8" PVC

153'-12" HDPE @

353.05

358.83

W

8" PVC (PRIVATE)

PROVIDE WATER VALVES

LOT 317

N 1181474.96 E 813837.01 GRID

N/F T.A. # 65.02-6-6

NOTES:

THE WATER MAIN SHALL BE DISINFECTED EQUAL TO A.W.W.A. STANDARD FOR DISINFECTING OF WATER MAINS DESIGNATION C651 (LATEST REVISION). FOLLOWING DISINFECTION, THE WATER MAIN SHALL BE FLUSHED UNTIL THE CHLORINE CONCENTRATION IN THE WATER LEAVING THE MAIN IS NO HIGHER THAN THAT GENERALLY PREVAILING IN THE SYSTEM.

MONROE COUNTY WATER AUTHORITY

N/F BELLA TERRA GROUP LLC 1555 SISTINE WAY T.A. # 065.02-4-28

8" PVC (PRIVATE)

W

352.01

W

351.93

LOT 318

SA ST

PROPOSED 8" DIP CLASS 52 WATER MAIN

N/F T.A. # 65.02-6-7

LOT 129

WV

W

LOT 327

TG=361.14

DA-6.4 4' DIA M.H. RIM=375.4 (PRIVATE)

W

PROPOSED 6" SDR-21 STORM LATERAL (TYP.) (PRIVATE)

BELLA TERRA SECTION 1

N/F BELLA TERRA GROUP LLC 1553 SISTINE WAY T.A. # 065.02-4-29

D

ST SA

LOT 321

LOT 326

LOT 224

368.39

DA-6.3B 2'x2' INLET TG=373.2 (PRIVATE)

LOT 319

LOT 320

PROPOSED 4" SDR-21 SANITARY LATERAL (TYP.) (PRIVATE)

N/F T.A. # 65.02-6-1

S

368.29

PROPOSED 8" DIP CLASS 52 WATER MAIN

W

N/F T.A. # 65.02-6-10

APPROXIMATE LOCATION OF 8" DIP CLASS 52 WATER MAIN

LOT 308

W

N/F T.A. # 65.02-6-9

D

365.73

LIMITS OF ROCK PILE

RIM= 362.87

S1-3B5 4' DIA M.H. RIM=375.5 (PRIVATE)

LOT 323

LOT 325

SA ST

365.73

D1-6.2B 2'x2' INLET TG=370.7 (PRIVATE)

PROVIDE WATER VALVE DA-6.2A 2'x2' INLET LOT 322 TG=370.7 (PRIVATE) PROPOSED 1" COPPER WATER SERVICE TO THE CURB STOP TO BE OWNED BY MCWA 1" PE PRIVATE SERVICE TO THE BUILDING

ST SA

WV

13+00

W

S1-3C7 4' DIA M.H. RIM=374.5 (PRIVATE)

W

LOT 328

WV

W

PROPOSED HYDRANT AND VALVE

T

C

LOT 324 PROPOSED HYDRANT AND VALVE

H Y

364.39

· ·

14+00

Y

366.48

PROPOSED ELECTRIC SERVICE

WATER MAINS AND APPURTENANCES TO BE CONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS AND SPECIFICATIONS OF THE WATER AUTHORITY:

W

23'-12" HDPE @ 2.14% (PRIVATE)

LOT 306

Y

W

H

DA-6.2B 2'x2' INLET TG=367.7 (PRIVATE)

LOT 127

B AR

IN R MA WATE

23'-12" HDPE @ 2.00% (PRIVATE)

TG=363.26

N/F BELLA TERRA GROUP LLC T.A. # 065.02-4-27

PRO

ST SA

W

360.76

ST

CONNECT TO EXISTING 8" DIP CLASS 52 WATER MAIN

D 8" D POSE

LA EL

W

C E TP

GV

W

361.53

361.08

9'-12" HDPE @ 1.00% (PRIVATE)

SA LA N T

WV

W

2+00

1+00

3+00

2 ASS 5 IP CL

363.90

0 63.6 D

R OU

5+0

SA ST

TG=363.97

360.99

D 359.36

DA-6.1A 2'x2' INLET TG=367.7 (PRIVATE)

SA ST W

0+00

D

363.70

W ST SA

SA ST W

TG= 363.65

% (PRIVATE) 222'-24" HDPE @ 0.69 RIP-RAP

W ST SA

(PRIVATE)

SA ST

308'-8

4+00 @ 0.54% (PRIVATE)

361.15

363.90

C

360.99

S

.) R.O.W

E

S

365.99

WIDE (60.0'

6+0

149'-18" HDPE

361.22 360.89

13'-12" HDPE @ 1.60% (PRIVATE)

PROPOSED GAS SERVICE

THE WATER MAIN SHALL BE PRESSURE/LEAKAGE TESTED IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF THE AWWA STANDARD C600 (LATEST REVISION) OR IN ACCORDANCE WITH MORE STRINGENT REQUIREMENTS IMPOSED BY THE SUPPLIER OF WATER.

10+00

9+00

G

10+89

22'-12" HDPE @ 2.17% (PRIVATE)

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

PUBLIC WATER SYSTEM NOTES

D

290'-12" HDPE @ 0.86% (PRIVATE) 365.99

D

SA ST

365.79

8+00

7+00

363.70

11 359. 90 359.11 S 361. 361.80 D

358.16 S

" PVC @ 0.45%

TG= 364.04 0.42% 91'-24" HDPE @

S1-3B1 RIM=367.02

SAN LAT

W

G

DA-6.1 4' DIA M.H. RIM=366.5 (PRIVATE)

8" PVC STUB INV=358.37

DB-5.C2 4' DIA M.H. RIM=368.5 (PRIVATE)

S1-3B2 4' DIA M.H. RIM=368.7 (PRIVATE)

148'-8" PVC @ 0.50% (PRIVATE)

N/F BELLA TERRA GROUP LLC T.A. # 065.02-4-26

12" HDPE

BELLA TERRA GROUP LLC

136'-18" HDPE @ 1.25% (PRIVATE)

LOT 331

LOT 330

LOT 329

DA-7.4 4' DIA M.H. RIM=370.1 (PRIVATE)

155'-8" PVC @ 1.25% (PRIVATE)

LOT 332

E) IVAT

N/F BELLA TERRA GROUP LLC 1563 SISTINE WAY T.A. # 065.02-4-25

361.05

364.00

365.69 D

PROPOSED SANITARY SEWER, & MANHOLE

WHEN INSTALLING FIRE HYDRANTS, SHOULD GROUND WATER BE ENCOUNTERED WITHIN SEVEN (7) FEET OF THE FINISHED GRADE, FIRE HYDRANT WEEP HOLES (DRAINS) SHALL BE PLUGGED.

LOT 307

PROPOSED 1" COPPER WATER SERVICE TO THE CURB STOP TO BE OWNED BY MCWA 1" PE PRIVATE SERVICE TO THE BUILDING

363.26 363.16S

365.79

13'-12" HDPE @ 1.57% (PRIVATE)

LOT 333

361.08

358.93

LOT 334

H

DA-7.1 RIM=364.66 359.31

(PR

362.33

S1-3B3 4' DIA M.H. RIM=370.6 (PRIVATE)

S

W

DA-6.5 4' DIA M.H. RIM=374.4 (PRIVATE)

287'-8" PVC @ 0.86% (PRIVATE)

W ST SA

D

E

% 0.67

12" HDP

TG=364.08

W ST SA

@ DPE 2" H

RIM= 365.16

234'-15" HDPE @ 0.85% (PRIVATE)

SA ST

-1 150'

TG=364.99

361.69

PROPOSED WATER MAIN, VALVE, & HYDRANT

W

ST SA

PROPOSED 6" SDR-21 STORM LATERAL PROPOSED HYDRANT (TYP.) (PRIVATE) AND VALVE

DA-6.3A 2'x2' INLET TG=373.2 (PRIVATE)

DA-6.3 4' DIA M.H. RIM=373.2 (PRIVATE)

Y

THE WATER MAIN SHALL NOT BE PLACED INTO SERVICE UNTIL SO AUTHORIZED BY THE MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH.

SA ST

D

366.00

236'-8" PVC @ 0.85% (PRIVATE)

LOT 335

S1-3B4 4' DIA M.H. RIM=373.6 (PRIVATE)

PROPOSED BUILDING WV

THE MONROE COUNTY DEPARTMENT OF HEALTH MUST RECEIVE AT LEAST 48-HOUR ADVANCE NOTIFICATION REQUESTING SAMPLING SERVICES. SAMPLING WILL NOT BE PERFORMED PRIOR TO RECEIPT FROM A NEW YORK STATE LICENSED OR REGISTERED DESIGN PROFESSIONAL (ENGINEER, ARCHITECT OR LAND SURVEYOR WITH A SPECIAL EXEMPTION UNDER SECTION 7208(n) OF THE EDUCATION LAW) CERTIFYING THAT THE WATER SUPPLY IMPROVEMENTS, TESTING AND DISINFECTION PROCEDURES WERE COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS, REPORTS, SPECIFICATIONS AND ANY APPROVED AMENDMENTS. THE DEPARTMENT WILL COLLECT SAMPLES FOR FREE CHLORINE RESIDUAL, TOTAL COLIFORM, ESCHERICHIA COLI (E. COLI) AND TURBIDITY.

H

352.95

LOT 338 LOT 337

PROPOSED CONCRETE GUTTER

FIRE HYDRANTS ARE NOT ACCEPTABLE SAMPLING POINTS.

LOT 305

W

DA-6.2C 2'x2' INLET TG=369.6 (PRIVATE)

LOT 340

LOT 339

EXISTING CONCRETE GUTTER

THE SAMPLING POINT(S) MUST BE DECONTAMINATED BY FLAMING.

365.62

LOT 354

EXISTING GUARD RAIL

ALL WATER MAIN FITTINGS NOT RECEIVING 24-HOUR CHLORINE DISINFECTION CONTACT TIME MUST BE SWAB-DISINFECTED 30 MINUTES PRIOR TO INSTALLATION.

ST SA

W

PROPOSED 4" SDR-21 SANITARY LATERAL (TYP.) (PRIVATE)

EXISTING EASEMENT LINE

MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER PIPES SHALL BE 18 INCHES MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF CROSSING. ONE FULL STANDARD LAYING LENGTH OF WATER MAIN SHALL BE CENTERED UNDER OR OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. IN ADDITION, WHEN THE WATER MAIN PASSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT (COMPACTED SELECT FILL) SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING OF THE SEWER ON THE WATER MAIN. MINIMUM HORIZONTAL SEPARATION BETWEEN PARALLEL WATER MAINS AND SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET MEASURED FROM THE OUTSIDE OF THE PIPES, MANHOLES OR VAULTS.

368.35

LOT 353

W

LOT 341

) 0.78% (PRIVATE

PROPOSED 1" COPPER WATER SERVICE TO THE CURB STOP TO BE OWNED BY MCWA 1" PE PRIVATE SERVICE TO THE BUILDING

LOT 351

N/F BELLA TERRA GROUP LLC T.A. # 065.02-4-23

356.76

WV

PROPOSED 6" SDR-21 STORM LATERAL (TYP.) (PRIVATE)

PROPOSED HYDRANT AND VALVE

ST SA

W ST SA

LOT 350

LOT 342

DA-6.3C 2'x2' INLET TG=369.5 (PRIVATE)

SA ST W

WV

CONNECT TO EXISTING 8" DIP CLASS 52 WATER MAIN

W

GV

W ST SA

C E

SA ST

W

N/F BELLA TERRA GROUP LLC 1555 SISTINE WAY T.A. # 065.02-4-24

BELLA TERRA GROUP LLC

W

W ST SA

LOT 349

LOT 336

BELLA TERRA GROUP LLC

SA ST

ST SA

W

SA ST

W

ST SA

SA ST

W

PROPOSED 4" SDR-21 SANITARY LATERAL (TYP.) (PRIVATE)

S

RIM=362.87

TERRA18+00 VERDE WAY

W

SA ST

W ST SA

DA-9.2 2'x2' INLET TG=368.7 (PRIVATE)

APPROXIMATE LOCATION TOWN LOT 14 APPROXIMATE LOCATION TOWN LOT 12 367.20

W

SA ST

LOT 348

D

W

W ST SA

ST SA SA ST W

W W

SA ST

ST SA

W

WV H Y

W

WV

LOT 347

23'-12" HDPE @ 1.78% (PRIVATE)

EXISTING ELECTRIC SERVICE

W

LOT 343

LOT 346

DA-12.2: 2'x2' D.I. TG=372.4 (PRIVATE)

PROPOSED 8" DIP CLASS 52 WATER MAIN

LOT 344

E

EXISTING OVERHEAD UTILITIES

16'-12" HDPE @ 2.90% (PRIVATE) DA-12.1: 2'x2' D.I. TG=372.4 (PRIVATE)

367.31

PROVIDE WATER VALVES

PROPOSED HYDRANT AND VALVE

LOT 345

7.6

W

30" HDPE

WV

W

CENTER LINE

OH

DA-12 5' DIA M.H. RIM=372.6 (PRIVATE)

15+00

12" HDPE

1+00

SA ST

W ST SA

W

DA-10.2 2'x2' INLET TG=370.8 (PRIVATE)

SA ST W

W RIM=365.03 18" HDPE

W

2+00

W

PROPOSED 8" DIP CLASS 52 WATER MAIN

LOT 352

BELLA TERRA GROUP LLC

367.72

W

Y D

W W

SISTENE WAYSISTENE WAY

8" PVC 360.88

360.78

W W

D

.W.

WV

EXISTING GAS UNDERGROUND SERVICE UTILITIES

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

PROPOSED 4" SDR-21 SANITARY LATERAL (TYP.) (PRIVATE)

S1-3C5 4' DIA M.H. RIM=372.7 (PRIVATE)

W

TG=365.51

DA-11.2 2'x2' INLET TG=372.3 (PRIVATE)

W

353.72 353.67 360.21 360.31

W W

360.95

DA-10.1 2'x2' INLET TG=370.8 (PRIVATE) 23'-12" HDPE @ 1.75% (PRIVATE)

Y

PROPOSED 8" DIP CLASS 52 WATER MAIN

W

UG G

D

LOT 304

37'-12" HDPE @ 1.00% (PRIVATE)

W

360.85

W

H

10+00

EXISTING ADJACENT PROPERTY LINE

EXISTING SANITARY SEWER, & MANHOLE

S

D

PROVIDE WATER VALVE

3+00

S 358.37

RIM=366.53

@ 0.21%

TG=365.51 8" PVC

362.16 362.25

11'-12" HDPE @ 0.91% (PRIVATE)

366.74

366.84 367.31 10+70

W

358.27

TG= 365.30

0+00

0 4+0

R.O

2% (PRIVATE)

23'-12" HDPE @ 1.76% (PRIVATE)

7+00 363.66

364.43

W

12" HDPE

D

IVA

115'-24" HDPE

362.06

TE) (PRIVA ) E % T 2 A .4 IV 0 R @ 0.50% (P 64'-24" HDPE 2 " PVC @

16 362.

67 359. 362.2

240'-8

358.37 (8" STUB)

359.57 S

5 362.6

S1.3CI 4' DIA M.H. RIM=366.5 (PRIVATE)

ANO E 60 L I T M (PR

IL TRA )

363.66

EXISTING OVERHEAD UTILITIES

S

PROPOSED 6" SDR-21 STORM LATERAL (TYP.) (PRIVATE)

W

9+00

OH

EXISTING WATER MAIN, VALVE, & HYDRANT

W

364.53

LOT 122

56 363. D

6+0

IDE W ' 0 .

0 5+0

365.65

361.18

LOT 303

SA ST

16+00

N/F BELLA TERRA GROUP LLC T.A. # 065.02-4-22

19'-12" HDPE @ 2.09% (PRIVATE)

08 361. S

241'-15" HDPE @ 0.6

EXISTING RIGHT-OF-WAY LINE

M.C.H.D. WATERMAIN NOTES

ST SA

(PRIVATE)

Y

PROPOSED 1" COPPER WATER SERVICE TO THE CURB STOP TO BE OWNED BY MCWA 1" PE PRIVATE SERVICE TO THE BUILDING

93'-8" PVC @ 0.40% (PRIVATE)

W

S1.3C2 4' DIA M.H. RIM=369.3 (PRIVATE)

365.25

6 363.7 364.16

LOT 355

TE) RIVA P ( E) % IVAT 0.55 R P @ ( % VC 0.55 8" P E@ 256'P D 24" H 255'-

254'-8" PVC @ 0.64%

365.15 D

D

94'-12" HDPE @ 0.53% (PRIVATE)

362.81

362.71 S

S

W

DA-11.1: 2'x2' D.I. TG=372.3 (PRIVATE)

8+00

363.76

DA-9 4' DIA M.H. RIM=369.2 (PRIVATE)

DA-11 4' DIA M.H. RIM=372.7 (PRIVATE)

DA-12A 4' DIA M.H. RIM=372.1 (PRIVATE) S1-3C6 4' DIA M.H. RIM=372.2 (PRIVATE)

366.84

LOT 357

LOT 356

360.61

DA-10 4' DIA M.H. RIM=371.2 (PRIVATE) S1.3C3 4' DIA M.H. RIM=371.4 (PRIVATE)

9'-12" HDPE @ 1.04% (PRIVATE)

239'-8" PVC @ 0.64% (PRIVATE)

LOT 358

LOT 121

RIM= 365.51

232'-18" HDPE @ 0.64% (PRIVATE)

LOT 359

N/F BELLA TERRA GROUP LLC 1575 SISTINE WAY T.A. # 065.02-4-21

135'-8" PVC @ 1.3

LOT 361

LOT 360

PROPOSED 4" SDR-21 SANITARY LATERAL (TYP.) (PRIVATE)

GV

D

WV

LOT 365

S1-3C4 4' DIA M.H. RIM=373.0 (PRIVATE)

EXISTING UNDERGROUND UTILITIES

EXISTING EDGE OF PAVEMENT

H

WV

WIDER.O.W.) PRIVATE R.O.W.) PRIVATE (60.0' WIDE(60.0'

PROPOSED 6" SDR-21 STORM LATERAL (TYP.) (PRIVATE)

RIM= 365.77 356.52

LOT 362

PROPOSED 1" COPPER WATER SERVICE TO THE CURB STOP TO BE OWNED BY MCWA 1" PE PRIVATE SERVICE TO THE BUILDING

W

N 1182074.63 E 814417.71 GRID

UG

EXISTING UTILITY POLE , GUY ANCHOR & UTILITY POLE WITH LIGHT

LOT 366

W

354.67

LOT 363

LOT 120

S

LOT 364

W

354.53

N/F BELLA TERRA GROUP LLC 1577 SISTINE WAY T.A. # 065.02-4-20

TG= 364.21

S

RIM=371.57 (NO STUB)

S

EXISTING A3 58" X 36" CMPASI

TG= 364.26

D

STONE CHECK DAM (TYP.)

PARCEL BOUNDARY

H

S

RIM=365.50

368.25

LOT 302

H

RIM= 365.87

DA-13.1 2'x2' INLET TG=371.4 (PRIVATE) 368.37

368.59 368.37

DA-13 RIM=371.70 (NO STUB)

D

12'-12" HDPE @ 1.00% (PRIVATE)

SA SA ST W

C.O.

E

LOT 250

UTILITY LINE LEGEND

A

LOT 249

LOT 252

N 1180981.24 E 814649.86 GRID

LOT 301

W

C.O. C.O. ST

THE PRESSURE AND FLOW DATA PROVIDED HEREIN REPRESENTS THE CALCULATED VALUES FOR THIS LOCATION IN THE DISTRIBUTION SYSTEM BASED ON TYPICAL LOW OPERATING CONDITIONS. THESE VALUES CAN VARY DEPENDING ON DEMANDS, OPERATIONAL PARAMETERS, SYSTEM CONFIGURATIONS, SUBSEQUENT MODIFICATIONS AND OTHER RELATED CRITERIA. PLEASE CONTACT MONROE COUNTY WATER AUTHORITY WITH ANY ADDITIONAL QUESTIONS.

C

N/F T.A. # 65.02-4-96

T

ST

W

8" PVC (PRIVATE)

LOT 119

N/F T.A. # 65.02-4-97

N/F T.A. # 65.02-4-94

N/F T.A. # 65.02-4-95

W

LOT 253 APPROXIMATE LOCATION OF 8" DIP WATER MAIN N/F BELLA TERRA GROUP LLC T.A # 065.02-4-19

E GV

22'-12" HDPE @ 1.00% (PRIVATE) DA-13.2 2'x2' INLET TG=371.4 (PRIVATE)

Y D

N/F T.A. # 65.02-4-93

WV

E GV

MI

W

N/F T.A. # 65.02-6-28

DATA SUPPLIED BY THE MCWA LOCATION: TERRA VERDE WAY TEST DATE: 5/26/2023 STATIC PRESSURE = 55 PSI OBSERVED FLOW = 1067 GPM RESIDUAL PRESSURE = 44 PSI Q 20= 1993 GPM PLEASE NOTE THE FOLLOWING INFORMATION

193' - 12

WV C.O.

H

364.1

W

N/F T.A. # 65.02-6-27

365.57

W

WV

D

W

N/F T.A. # 65.02-4-89

N/F T.A. # 65.02-4-88

N/F T.A. # 65.02-4-90

W

WV

358.00

WV

W

TG=369.2

TG=366.56

WS

W

S GV

TG=369.5

TG=370.2

HYDRANT FLOW TEST DATA

LOT 230

368.05

DB-11 RIM=370.5

GRID

LOT 229

N/F T.A. # 65.02-6-29

CONNECT TO EXISTING 8" DIP CLASS 52 WATER MAIN 20+ 00

WA

8" D.I.P. WATER MAIN

60' WIDE

12" H D

TG=367.29

D

60.0' WIDE Y R.O.W.)

Y

N/F T.A. # 65.02-6-30

D

S 6

BELLORA

H

" HDP E @ 0.17 % 202'-8" P VC @ 0.3 4%

S

363.8

(PRIVATE

S-9 RIM=370.6

(PRIVATE

PE (P R

DB-10 RIM=369.6

360.6 6

WV

19+00

IVAT E)

RIM= 367.53

7% (P RIVA TE)

DB-9 RIM=369.0

W

WV

(PRIV ATE)

@ 0.3

W

S-8 RIM=369.7

W

D

W

8" PV C @1 .25%

W

D

364.4

C.O.

363.2

30" H DPE

W

366.00

D

C.O.

TG=370.9

WV

TG= 367.48

W

363.1

RID .0'EW 60ID .0'EW 0T 6A DB-13 IV E R T (P A V I RIM=370.1 (PR

S D

367.65

VER 20DE W

WS

DB-12 RIM=369.8

RIM=369.01 (PRIVATE)

TG=370.9

H

0% (P RIVA TE)

TG=373.9 364.31

C.O.

RIM=367.99

@ 0.0

W

30" H DPE

WRAAYWAY O A L R L E O B L L BE .WR.).O.W.) .OE

D

W

363.1 6

DB-14 RIM=371.2

+66 AY (60.0' W IDE R.O .W.)

W

TG=369.5

W

357.4 7

S

TERRA

T

C.O.

D

RIM=368.23

W

S

W

357.4

DRIVEWAYS ARE NOT PERMITTED OVER MANHOLES, CLEAN-OUTS, VALVES AND CATCH BASINS. DRIVEWAY CONNECTIONS ARE NOT PERMITTED IN THE VICINITY OF RECEIVING BASINS AND/OR THE TEMPORARY TURNAROUND. DRIVEWAY CONNECTIONS ARE NOT ALLOWED WITHIN 10' OF A HYDRANT.

NO.

DATE

DRIVEWAYS TO HAVE 5 FOOT MINIMUM SEPARATION.

TITLE OF PROJECT

M.P.M.

Civil Engineering

DRAWN BY

D.J.L.

Land Surveying

BOUNDARY

J.S.F. TOPO/BASE

Landscape Architecture

G.L.R.

TITLE OF DRAWING

SCALE

1"=40'

Costich Engineering

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

CHKD.

APVLS.

BELLA TERRA SUBDIVISION SECTION 3 UTILITY PLAN - SECTION 3 PORTION OF TAX PARCEL 065.020-01-040.222 TOWN LOT 12, & 14 , TOWNSHIP 14 , RANGE 4, SECTION 11, PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

LOCATION OF PROJECT

DATE

04/14/2026 4.

BY

REVISION

PROJECT MANAGER

CLIENT

800 PHILLIPS ROAD, L.L.C. 55 ALLIED WAY HILTON, NY. 14468 PHONE NO.: 585-392-3222

DWG. #

4500.13

CA120

SHEET 04 OF 10

(PRIVA

RIM=369.01 (PRIVATE)

D

374

373

37 5

ATE 6 WIDE R.O 0' .W.) 371

17+00

370 371

373

37 4

TERRA VERDE WAY

370

373

374

373

375

373

372

373

5 37

394

375

4 37

.3 37 1

F.F.=373.5

37 1 37

0 369

9 36 370

D

RIM=372.16 (NO STUB)

S

373

371.70

373

372

371

1 36

371

372

N/F T.A. # 65.02-6-25

DC-9 RIM=370.0

DC-6A RIM=365.1

X

RIM=362.14

363

S

S-1.5 RIM=365.1

DC-7 RIM=368.1

TG=365.3

D

DA-5.2 RIM=364.2

36 1

D

S

RIM=364.08

S RIM=364.02

D

NO.

DATE

BY

REVISION

D

D.J.L.

S-1.8 RIM=368.5

J.S.F. LOT 211

TOPO/BASE

Landscape Architecture

G.L.R.

D DC-6 RIM=365.8

DC-10.1 END SECTION (PRIVATE)

S-1.7 RIM=368.1 S-1.6 RIM=366.1

04/14/2026 SCALE

1"=40' LOT 210

ER I NE

APVLS.

BELLA TERRA SUBDIVISION SECTION 3 GRADING PLAN - SECTION 3

LOCATION OF PROJECT

DATE

S

CHKD.

TITLE OF DRAWING

Land Surveying

BOUNDARY

S

Civil Engineering

DRAWN BY

LOT 212

D

TITLE OF PROJECT

M.P.M.

TG=368.2

DC-8 RIM=368.4

(PRIVATE 60.0' WIDE R.O.W.)

X X

LOT 213

S S-1.9 RIM=370.1

E R.O.W.)

X

TG=365.3

362

TG= 361.39

P. C. STA 1+38.02

18+91

TERRA VERDE WAY

N/F T.A. # 65.02-6-24 PROJECT MANAGER

362

NG

364

D

PR

E

369

1 37

N/F T.A. # 65.02-6-99

Y

0 9 6 1 84 OF E AL SS I O N

LOT 214

TG=368.2

C

370

37 1

TE

RI (P

( IN FEET ) 1 inch = 40 ft.

372

371

N/F BELLA TERRA GROUP LLC T.A. # 065.02-4-30

363

A 160

C

ST

ED

390

38 5

S-1.10 RIM=362.8

372.5 375

DC-10 RIM=369.6

L O R IT

MI

E HA

NS

R VA RA TE VE 60 RD .0' E W W ID AY E R. O. 10+0 W 0 .)

O F N EW

L I CE

GRAPHIC SCALE

TE

H

37 3

RK O IE

393

370

36 3

D S

LOT 314

TG=370.4

1 36

N/F T.A. # 65.02-6-3

372

MATCH TO EXISTING

372.5

LOT 220

371.7

N/F T.A. # 65.02-6-5

LOT 313

372

F.F.=373.5

372

2 37

3 37

2 37

371

LOT 219

36 4

RIM=372.14 (NO STUB)

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.

1 37

3 37

LOT 216

LOT 217

LOT 218

N/F T.A. # 65.02-6-6

372

370

N/F T.A. # 65.02-6-8

N/F T.A. # 65.02-6-7

LOT 315 372.5

9 36

369

366

LOT 215

372

369

368

N/F T.A. # 65.02-6-10

37 2

1 37

368 370

11+

371

370

371

373608369

ELEV= 372.79

373 372

374

ELEV= 372.81 370

37 1

7 366

367

372

ELEV.= 372.71

375

373 374

370

371

374

12+00

370 372 36

9 36

374.5

INV.=364.73

371 37 3

374

374 8 36

1 37

374

N 1181474.96 E 813837.01 GRID

368

INV.=365.22

D

364

18+00 37

37 3

374 373

373 374

4 36

0 37

36 366 7

LOT 312

DA-7.7 RIM=373.8

S

WOODS

373

37 2

372

371 7

372.5 LOT 316

S1-3B6 RIM=374.6

373

371

374

373

370

APPROXIMATE LOCATION TOWN LOT 14 APPROXIMATE LOCATION TOWN LOT 12

372

9 36

378 376 374 372 370

37 1

36 7

DATE

DIRECTOR OF COMMUNITY DEVELOPMENT

370

372

373

371

370

371

369

367

DATE

FIRE MARSHAL

372

368

BY:

373

369

DATE

TOWN ASSESSOR

368

BY:

369

F.F.=375.5

368

2.0

365

374.5

366

373

368 369

373

369

367

373

371

369

370

37 0

370 376

371

367

366

36 7

365

367

372

374

DATE

WEBSTER SEWER DISTRICT

376

370

367

372

368

373

375 DATE: TOWN HIGHWAY SUPERINTENDENT

BY:

371

365

371

(60.0' WIDE PRIVATE R.O.W.)

X

371

376

BY:

375.5

0 37

SISTENE WAY

X

372

373

375

BELLA TERRA GROUP LLC

373

374

3 3

367

LOT 222

LOT 130

S

DATE

PLANNING BOARD CHAIRPERSON

LOT 310

369

364

TG=370.4

2 36

BY:

F.F.=376.5

ELEV.= 371.63

LOT 223

4 36

DATE

TOWN ENGINEER

LOT 309

.W.) IDE R.O 13+00

366

EDGE OF BRUSH / HEDGEROW

5 36

371368 370 369 367

LOT 221

375.5

BY:

LOT 311 36

365

365 365

372 366

368

366

374

3 36

W TE 60'

368

363

LOT 129

RIVA 375 (P

6 36

TG=361.14

364

N/F BELLA TERRA GROUP LLC 1553 SISTINE WAY T.A. # 065.02-4-29

14+00

374 373

365

367

5 37

375.0

N/F T.A. # 65.02-6-4

N/F T.A. # 65.02-6-2

PROPOSED BIO-RETENTION AREA

D

368

372 371 0 37 369

LOT 317

5 36

LOT 224

RDE WAY

4 36

364

TERRA VE

373

LOT 318

373

N/F T.A. # 65.02-6-9

N/F T.A. # 65.02-6-1

371

365

15+00

375

5 36

RIM= 362.87

375.0

373069 368

366

370 369 368

LOT 128

374

X

367

364

375

X

365

PROPOSED INLET PROTECTION

APPROVALS

S

369

371

366

394

X

367

37 5

S1-3B5 RIM=375.5 DA-6.4 RIM=375.4

372

370

N/F BELLA TERRA GROUP LLC 1555 SISTINE WAY T.A. # 065.02-4-28

LOT 319

368

365

372

X

371.5 F.F.=372.5

1 37

LOT 323 370.5

6 36

BELLA TERRA SECTION 1

367

375

372

366

H.P.= 375.8

375

373.5

LOT 322

370.5 367

10+00

9+00

369

S1-3C7 RIM=374.5

DA-6.3B TG=373.20

366

LIMIT OF DISTURBANCE

374.5

S

10+89

X

F.F.=368.5 367.5

371

F.F.=374.5373.5

LOD X

LOT 308

F.F.=376.0

366

375

374

LOT 320

368

F.F.=370.5

369.5

COMPOST FILTER SOCK

PROPOSED 3' WIDE FILTER STRIP

LOT 307

372

D1-6.2B TG=370.70

X

LOT 327

LOT 328

CFS

D

LOT 321

F.F.=374.5

374

371

F.F.=371.5

7 36

LOT 127

367.5

D

(60.0' W

367

369.5

ORANGE SAFETY FENCE

F.F.=375.5

X

369

LOT 325

OS

X

DA-6.5 RIM=374.4

X

371.5

LOT 326

368

N/F BELLA TERRA GROUP LLC T.A. # 065.02-4-27

374 X

373

O.W.) IDE R.

370

LOT 324

367

EDGE OF BRUSH

DA-6.3A TG=373.20

X

6+0

X

368

X

368

D

0 369

370

DA-6.2B TG=367.70

S1-3B4 RIM=373.6

DA-6.3 RIM=373.2

367

364

SILT FENCE

LOT 305

374.5

X

369

X

7+00

7 36

LOT 340

370

RT U O AC

L EL B R CA

0 37

X

371

4 37 6

D

SF

X

371

X

374

372

370

371

TG=363.26

BELLA TERRA GROUP LLC

1 37

0 5+0

DA-6.1A TG=367.70

X

TG=363.97

X

37 7

5 37 4 37

370

368

2+00

374.5 F.F.=375.5374.5

375

1 37 37

3 37

X X

366

373

X

367

3+00

365

X

S

4+ 00

X

D

DB-5.C2 RIM=368.5

S

372

370

X

364

369 D

367

370

374.5 394

372

373

372

DA-7.4 RIM=370.1

369

S

367

364

363.9

X

371

368

366

X

MATCH TO 0+00 EXISTING

S1-3B1 4' DIA M.H. RIM=366.3 (PRIVATE)

DA-7.1 RIM=364.66

1+00

367

F.F.=368.5

366

S1-3B2 RIM=368.69 (PRIVATE)

369

371

LOT 329

366

.0 2

370.5

LOT 330

DA-6.1 4' DIA M.H. RIM=366.5 (PRIVATE)

364

LOT 331

368

X

370.5 F.F.=371.5 LOT 332

367.5

366 366

TG= 363.65

X

D

365

TG= 364.04

368

X

D

367

367.5

S

367

PROPOSED SPOT ELEVATION @ x

3 37

LOT 341

8+00

DA-6.2A TG=370.70

x 100.4

375

X

LOT 339

373

S1-3B3 RIM=370.6

LOT 334

371.5 LOT 333

6 36

N/F BELLA TERRA GROUP LLC T.A. # 065.02-4-26

372.5 LOT 335 F.F.=373.5

F.F.=372.5

PROPOSED CONTOUR

373.5

LOT 306

374

371.5

100

374

F.F.=375.5

S

368

X

6 36

EDGE OF BRUSH

BELLA TERRA GROUP LLC

369

X

365

X

366

EXISTING SPOT ELEVATION @ x

LOT 342

X

371

x 100.4

X

7 36

N/F BELLA TERRA GROUP LLC 1563 SISTINE WAY T.A. # 065.02-4-25

LOT 336 372

36 6

X

BELLA TERRA GROUP LLC

DA-12.1 TG=372.40

EXISTING CONTOUR

100

372

373.5

X

LOT 338 LOT 337 F.F.=374.5

366

X

370

WOODS

371

373.5

372.5

367

365

D

372 3

DA-6.2C INV=365.00

DA-12 RIM=372.6

EXISTING STOCKADE & CHAIN LINKED FENCE

372.5

375

373.5

x x

369

TG=364.99

371

370

368

36 7

373

368

374

370.5

367 366

373

368

N/F BELLA TERRA GROUP LLC 1555 SISTINE WAY T.A. # 065.02-4-24

371

368.5

371 372

373

370 370

367

368.5

371

370.5

LOT 354 F.F.=369.5

370

382

381 380 379

378

377

372

376

375

374

373

370

371

LOT 352 F.F.=371.5

LOT 353

RIM=365.50

371.0

LOT 351

EXISTING SWALE

373

373.5

DA-6.3C TG=369.50

371

1 37

X

369

S

82 1 3

X X

N/F BELLA TERRA GROUP LLC T.A. # 065.02-4-23

F.F.=372.0 371.0

8 36

366

LOT 349 LOT 350

LOT 304

D

X

0 37 9 71 36 3 76 2 75 3 37 74 3 77 3 0 3 3 9 38

365.84

X

371

TREES, HEDGE, EDGE OF WOODS

374.5

LOT 348 371.5 F.F.=372.5

368

.85

EXISTING UTILITY POLE , GUY ANCHOR & UTILITY POLE WITH LIGHT

F.F.=373.5

S

EXISTING CONCRETE PAD/ CONCRETE SIDEWALK

373

S1-3C5 RIM=372.7

372

371.5

7 8 3

365

EXISTING TG=365.51

1+00

370 37

0+00 MATCH TO

366

369

367

365.

367

DA-9.2 TG=368.70

2+00

366

X

3+00

D

X

TG= 365.30

S

RIM=366.53

TG=365.51

LOT 347

1 37

EXISTING EDGE OF GRAVEL

374

LOT 303

LOT 343 F.F.=374.5

372.5

EXISTING CONCRETE CURB

372.5

DA-12A RIM=372.1

X

372

366

EXISTING EASEMENT LINE

374

EXISTING EDGE OF PAVEMENT

373

LOT 344

373.5

CENTER LINE

DA-12.2 TG=372.40

X

373

D

371

374

LOT 345 LOT 346 F.F.=373.5 372.5

S

372.6

374

369

X

S1.3CI RIM=366.5

RIM= 365.77

D

X

0 37

DA-10.2 TG=370.80

372

0 4+0

X

IV (PR

EXISTING ADJACENT PROPERTY LINE 370

373

8 379 37 377

RIM= 365.77

S

ANO L I M

X

AT

0 37

370

.0' W E 60

370

371

D X

369

0 5 +0

R.O IDE

EXISTING RIGHT-OF-WAY LINE

S1-3C6 RIM=372.2

X

372

S

373

PARCEL BOUNDARY

372

16+00

370

X

.W.)

ELEV= 371.95

10+70 x

X

37 3

X

GRADING LINE LEGEND

373

X

LOT 122

371 372

371

373

H.P.= 372.6

DA-11.2 TG=372.30

X

370

8 36

6+0

IL TRA

DA-9.1 TG=368.70

S1.3C2 RIM=369.3

370

371

372

X

LOT 355

371

8 36

X

372

10+00

373

1 37

X

373

9+00

373

X

0 371 37

LOT 356

371

X

369.5

DA-9 RIM=369.2

372

DA-11 RIM=372.7

8+00

X

373

X

D

371

369.5 F.F.=370.5

372

7+00

S

LOT 357

369

N/F BELLA TERRA GROUP LLC T.A. # 065.02-4-22

372

373

X

LOT 121

366

S1.3C3 RIM=371.4

X

2 37

372

X

368

SISTENE WAY

RIM=365.03

367

N/F BELLA TERRA GROUP LLC 1575 SISTINE WAY T.A. # 065.02-4-21

D

X

370.5 F.F.=371.5 LOT 358 370.5

372

DA-10.1 TG=370.80

374

372

X

365

366 367

LOT 360

LOT 359 372

366

TG= 364.26

TG= 364.21

365x

369 370

S

373

371

365

364

DA-11.1 TG=372.30

363

371.5 371

365

362

364

370

DA-10 RIM=371.2

F.F.=372.5

364

368

363

374

362

9 36

374

370

371

362 361

371.5

S1-3C4 RIM=373.0

372

363

LOT 362

LOT 361

373

364

372

363

362

365 366 367

37 2

362

372.0

A STOMRWATER MAINTENANCE AGREEMENT IS TO BE PROVIDED TO THE TOWN TO REVIEW. THIS WILL INCLUDE THE REQUIREMENT OF AN ACCESS EASEMENT TO THE TOWN IN THE CASE THAT MAINTENANCE IS NOT BEING PERFORMED AND THE TOWN IS TO CORRECT ANY ISSUES THAT THE RESPONSIBLE PARTY HAS NOT. THIS WILL ALSO OUTLINE THE REPORTING REQUIREMENTS OF THE RESPONSIBLE PARTY TO THE TOWN.

372

363

371

F.F.=373.0

LOT 366

LOT 365

371

369

373

364

374

374.0 F.F.=375.0374.0

LOT 364

LOT 363

1 37

364

3 36

364

365

372.0

364

370

9 36

N 1182074.63 E 814417.71 GRID

361

372

366

367 368 369

373.0

373.0 F.F.=374.0

372 37 1 371

INV.=365.52 370 368 368

370

37 0

370

368

ELEV= 371.94

(60.0' WIDE PRIVATE R.O.W.)

LOT 120

373

370 370

X

N/F BELLA TERRA GROUP LLC 1577 SISTINE WAY T.A. # 065.02-4-20

5 364 36

THE CONFIGURATION AND LOCATION OF THE STORMWATER PONDS ARE SUCH THAT THE TOWN WILL NOT TAKE DEDICATION OF THEM NOW OR ANYTIME IN THE FUTURE. A STORMWATER MAINTENANCE AGREEMENT WILL BE REQUIRED. ANY FUTURE HOME OWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE.

373

RIM=371.57 (NO STUB) ELEV= 371.99 367 369

373

7 36

366

372.5

S

366 367 366

ALL ROADS, STORM SEWERS, SANITARY SEWERS AND STORMWATER MANAGEMENT FACILITIES ARE TO BE PRIVATELY OWNER. THE WATER MAIN AND APPURTENANCES ARE TO BE DEDICATED TO THE MONROE COUNTY WATER AUTHORITY.

X

366 365 364

370 371

99 368 3366

369

ELEV= 371.99

367

369 368 370 369 369 371 372

372

368

D

X

367

369

371 36

S

D

367

364

369

370

368

372

RIM= 365.87

365 366

375

STONE CHECK DAM (TYP.)

372

D

366

367

EDGE OF BRUSH / HEDGEROW

INV.=365.43

19+00 (P RIV

371 370

367

385

LOT 302 380

X

368

X

367

366

X

365

369

371

X

366

F.F.=373.5

371

LOT 250

LOT 251

RIM=371.70 (NO STUB)

ALL ROADWAY WEEPS SHALL HAVE UNDERDRAIN THE FULL LENGTH OF THE ROAD.

X

LOT 249

LOT 252

X

N/F T.A. # 65.02-4-96

N/F T.A. # 65.02-4-95

X

LOT 119

N/F T.A. # 65.02-4-97

DA-13.2 TG=371.40 X

N/F BELLA TERRA GROUP LLC T.A # 065.02-4-19

373

LOT 253 N/F T.A. # 65.02-4-94

372

DA-13.1 TG=371.40

372

LOT 254 N/F T.A. # 65.02-4-93

LOT 301

X

0 37

N/F T.A. # 65.02-4-92

N 1180981.24 E 814649.86 GRID

375

LOT 255 TG=366.56

372.5 375

37 3

LOT 256

37 6

371

373

ALL CROSSOVER PIPES SHALL BE PERFORATED HDPE.

373

N/F T.A. # 65.02-4-91

LOT 260

374

372

N/F T.A. # 65.02-4-90

373

372

LOT 257

LOT 259

372

TG=369.2

LOT 258

N/F T.A. # 65.02-6-28

377

372

S

N/F T.A. # 65.02-4-89

N/F T.A. # 65.02-6-27

NOTES:

372

TG=367.29

N/F T.A. # 65.02-4-88

376

20+ 00

TG=370.2

LOT 230

372

D

N/F T.A. # 65.02-6-29

S

MATCH TO EXISTING

.43 372 3 2.3 37

S

DB-10 RIM=369.6

RIM= 367.53

GRID

374

TG=369.5

S-9 RIM=370.6 S-8 RIM=369.7

DB-9 RIM=369.0

LOT 229

RIM=374.03

DB-11 RIM=370.5

D

N/F T.A. # 65.02-6-30

RIM-374.38

D

TG= 367.48

TG=370.9

.) IDE R.O.W W ' .0 0 6 E T

TG=369.5

S D

RIM=367.99

TG=370.9

A WAY BELLOR

TERRA VERD

DB-12 RIM=369.8

D

N

D

20+E W

S

66 AY (60.0' W IDE R.O .W.)

RIM=368.23

S

Costich Engineering

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

CLIENT

PORTION OF TAX PARCEL 065.020-01-040.222 TOWN LOT 12, & 14 , TOWNSHIP 14 , RANGE 4, SECTION 11, PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

800 PHILLIPS ROAD, L.L.C. 55 ALLIED WAY HILTON, NY. 14468 PHONE NO.: 585-392-3222

DWG. #

4500.13

CA130

SHEET 05 OF 10

PVI STA

9+55.29 PVI ELEV: 373.28 M.O.: -0.18 100.00

375 MEET EXISTING PAVEMENT STA.=0+42.40 ELEV.=365.85

PROPOSED ASPHALT GRADE

370

1.75%

0.69%

EXISTING GRADE

375

-0.81%

0.63%

370

0.79%

MATCH TO EXISTING

1.41%

232'-18" HDPE @

365 1.27%

EXISTING PAVEMENT

CENTERLINE ELEV.=372.6 EXISTING GRADE

EXISTING GRADE

PROPOSED ASPHALT GRADE

MILANO TRAIL STA. 10+70

PROPOSED ASPHALT GRADE

380

EVCS

10+05.29 EVCE: 372.87

BVCS

9+05.29 BVCE: 372.96

380

)

0.64% (PRIVATE

365

% (PRIVATE)

255'-24" HDPE @ 0.55

IVATE) 264'-24" HDPE @ 0.42% (PR

115'-24" HDPE @ 0.21%

360

135'-8"

30% (PR PVC @ 1.

254'-8" PVC @ 0.64% (PRIVATE)

239'-8" PVC @ 0.64% (PRIVATE)

256'-8" PVC @ 0.55% (PRIVATE)

IVATE)

240'-8" PVC @ 0.50% (PRIVATE) 355

355 S1.3CI: 4' DIA. M.H. RIM=366.5 INV. IN (8" FROM S1.3C2)=358.37 INV. OUT (8" TO EXISTING)=358.27

DA-11: 4' DIA. M.H. RIM=372.7 INV. IN (16" FROM DA-12)=365.25 INV. IN (12" FROM DA-11.1)=365.25 INV. OUT (18" TO DA-10)=365.15

DA-10: 4' DIA. M.H. RIM=371.2 INV. IN (18" FROM DA-11)=363.66 INV. IN (12" FROM DA-10.1)=363.66 INV. OUT (24" TO DA-9)=363.56

350

350 DA-8: 4' DIA. M.H. RIM=366.3 INV. IN (24" FROM DA-9)=360.95 INV. OUT (24" TO EXISTING)=360.85

345 0+00

1+00

S1.3C2: 4' DIA. M.H. RIM=369.3 INV. IN (8" FROM S1.3C3)=359.67 INV. OUT (8" TO S1.3CI)=359.57

2+00

3+00

S1.3C3: 4' DIA. M.H. RIM=371.4 INV. IN (8" FROM S1-3C4)=361.18 INV. OUT (8" TO S1.3C2)=361.08

4+00

5+00

6+00

7+00

S1-3C4: 4' DIA. M.H. RIM=373.0 INV. IN (8" FROM S1-3C5)=362.81 INV. OUT (8" TO S1.3C3)=362.71

8+00

9+00

345 10+70

10+00

MILANO TRAIL PROFILE SCALE

HORIZ. 1"=40' VERT. 1"=4'

385

380

PVI STA

1+94.70 PVI ELEV: 367.00 K: 373.05 LVC: 209.93

365

2.00%

0.67% 375 EXISTING GRADE

PROPOSED ASPHALT GRADE

0.96%

EXISTING GRADE

370

1.17%

EXISTING GRADE

PROPOSED ASPHALT GRADE

)

TE .86% (PRIVA

MATCH TO EXISTING

E@0 290'-12" HDP E 234'-16" HDP

1.73%

1.25% " HDPE @

EXISTING PAVEMENT

360

CENTERLINE ELEV.=375.8

PROPOSED ASPHALT GRADE

EVCS

2+99.66 EVCE: 368.23

BVCS

0+89.74 BVCE: 365.18 MEET EXISTING PAVEMENT STA.=0+31.47 ELEV.=364.17

375

370

CARBELLA COURT STA. 10+89

385

149'-18

) 0.69% (PRIVATE 222'-24" HDPE @

91'-24" HDPE @ 0.42% (PRIVATE)

IVATE) @ 0.85% (PR

365

)

(PRIVATE

136'-18

VATE) " HDPE @ 0.54% (PRI

287'-8" PVC @ 0.86% (PRIVATE) 360

308'-8" PVC @ 0.45% (PR

IVATE)

236'-8" PVC @ 0.85% (PRIVATE) 155'-8" PVC @ 1.25% (PRIVATE)

148'-8" PVC @ 0.50% (PRIVATE)

355

355 DA-7.1: EXISTING M.H. RIM=364.3 INV. IN (24" FROM DA-6.1)=359.36 INV. OUT (24" TO DA-7)=359.31

DB-5.C2: 4' DIA. M.H. RIM=368.5 INV. IN (18" FROM DA-7.4)=361.90 INV. OUT (18" TO DA-6.1)=361.80

DA-6.1: EXISTING M.H. RIM=366.5 INV. IN (18" FROM DB-5.C2)=360.99 INV. IN (12" FROM DA-6.1A)=360.99 INV. OUT (24" TO DA-7.1)=360.89

S1-3B4 - 4' DIA. M.H. RIM=373.60 INV. IN (8" FROM S1-3B5)=363.26 INV. OUT (8" TO S1-3B3)=363.16

S1-3B3 - 4' DIA. M.H. RIM=370.60 INV. IN (8" FROM S1-3B4)=361.15 INV. OUT (8" TO S1-3B2)=361.05

DA-7.7: CONSTRUCT 4' DIA. M.H. STA. ??? OVER EXISTING STM. SEWER RIM=373.8 INV. OUT (12" TO DA-6.4)=369.39

350

350 S1-3B2 - 4' DIA. M.H. RIM=368.69 INV. IN (8" FROM S1-3B3)=359.11 INV. OUT (8" TO S1-3B1)=359.11

S1-3B1: EXISTING M.H. RIM=366.3 INV. IN (8" FROM S1-3B2)=358.37 INV. OUT (8" TO S1-3B)=358.16

3+00

4+00

5+00

6+00

7+00

8+00

9+00

345 10+89

10+00

CARBELLA COURT PROFILE SCALE

HORIZ. 1"=40' VERT. 1"=4'

PROJECT MANAGER

NO.

DATE

REVISION

BY

CHKD.

APVLS.

ER ED

D.J.L.

PR

0 9 6 1 84

OF E

AL SS I O N

J.S.F. TOPO/BASE

Landscape Architecture

G.L.R.

PROFILE SHEET - SECTION 3 LOCATION OF PROJECT

DATE

04/14/2026 SCALE

1"=40'

BELLA TERRA SUBDIVISION SECTION 3

TITLE OF DRAWING

Land Surveying

BOUNDARY

I NE

( IN FEET ) 1 inch = 40 ft.

NS

160

Civil Engineering

DRAWN BY

NG

C

HA

E

A

H

TE EL O R I T Y

RK O IE

GRAPHIC SCALE

TITLE OF PROJECT

M.P.M.

O F N EW

L I CE

C

2+00

ST

1+00

DA-6.3: 4' DIA. M.H. RIM=373.2 INV. IN (12" FROM DA-6.4)=365.79 INV. IN (12" FROM DA-6.3A)=365.79 INV. IN (12" FROM DA-6.3C)=366.00 INV. OUT (16" TO DA-7.4)=365.69

MI

345 0+00

DA-7.4: 4' DIA. M.H. RIM=370.1 INV. IN (16" FROM DA-6.3)=363.70 INV. IN (12" FROM DA-6.2A)=363.70 INV. IN (12" FROM DA-6.2C)=364.00 INV. OUT (18" TO DB-5.C2)=363.60

Costich Engineering

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

CLIENT

PORTION OF TAX PARCEL 065.020-01-040.222 TOWN LOT 12, & 14 , TOWNSHIP 14 , RANGE 4, SECTION 11, PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

800 PHILLIPS ROAD, L.L.C. 55 ALLIED WAY HILTON, NY. 14468 PHONE NO.: 585-392-3222

DWG. #

4500.13

CA300

SHEET 06 OF 10

BVCS

14+00.50 BVCE: 374.81

0.75%

PROPOSED ASPHALT GRADE

-1.21%

0.96%

STA:16+83.70 ELEV:372.72

94'-12" HDPE @ 0.53% (PRIVATE)PROPOSED ASPHALT GRADE

-0.99%

1.34%

-0.50%

380

END OF PROPOSED PAVEMENT STA.=20+26.96 ELEV.=372.33

MATCH TO EXISTING

CARBELLA COURT STA. 10+89

EVCS

13+25.00 EVCE: 374.70

BVCS

12+75.00 BVCE: 374.76 PROPOSED ASPHALT GRADE

MILANO TRAIL STA. 10+70

375

MEET EXISTING PAVEMENT STA.=10+08.66 ELEV.=371.71

380

385

PVI STA

14+25.50 PVI ELEV: 375.00 M.O.: -0.11 50.00

PVI STA

13+00.00 PVI ELEV: 375.00 M.O.: -0.14 50.00

EVCS

14+50.50 EVCE: 374.75

385

375

0.43%

0.00%

STA:13+48.00 ELEV:374.42 370

200'-12" HDPE @ 0.50% CULVERT B2 PREVIOUS BUILT

MATCH TO EXISTING

(PRIVATE)

A3 - 58" X 36" CMPASI PREVIOUS BUILT

252'-12" HDPE @ 0.

60% (PRIVATE)

365

365 200'-8" PVC @ 0.40% (PRIVATE)

DA-6.5: 4' DIA. M.H. RIM=374.4 INV. OUT (12" TO DA-12)=368.35

271'-8" PVC @ 0.40% (PRIVATE)

S1-3C6: 4' DIA. M.H. RIM=372.2 INV. OUT (8" TO S1-3C5)=364.90

360

13+00

14+00

15+00

16+00

17+00

18+00

19+00

350 20+66

20+00

TERRA VERDE WAY PROFILE SCALE

HORIZ. 1"=40' VERT. 1"=4'

PROJECT MANAGER

NO.

DATE

REVISION

BY

CHKD.

APVLS.

C

ER

D.J.L.

0 9 6 1 84

OF E

AL SS I O N

J.S.F. TOPO/BASE

Landscape Architecture

G.L.R.

PROFILE SHEET - SECTION 3 LOCATION OF PROJECT

DATE

04/14/2026 SCALE

1"=40'

BELLA TERRA SUBDIVISION SECTION 3

TITLE OF DRAWING

Land Surveying

BOUNDARY

I NE

PR

Civil Engineering

DRAWN BY

NG

ED

( IN FEET ) 1 inch = 40 ft.

NS

160

C

HA

E

A

ST

H

TE EL O R I T Y

RK O IE

GRAPHIC SCALE

TITLE OF PROJECT

M.P.M.

O F N EW

L I CE

MI

12+00

355 DA-12: 5' DIA. M.H. RIM=372.6 INV. IN (12" FROM DA-12A)=366.84 INV. IN (12" FROM DA-6.5)=366.84 INV. IN (12" FROM DA-12.1)=366.84 INV. OUT (16" TO DA-11)=366.74

DA-6.4: 4' DIA. M.H. RIM=375.4 INV. IN (12" FROM DA-7.7)=368.39 INV. OUT (12" TO DA-6.3)=368.29

DA-7.7: 4' DIA. M.H. RIM=373.8 INV. OUT (12" TO DA-6.4)=369.39

11+00

S1-3C5: 4' DIA. M.H. RIM=372.7 INV. IN (8" FROM S1-3C6)=364.53 INV. IN (8" FROM S1-3C7)=364.53 INV. OUT (8" TO S1-3C4)=364.43

S1-3B5: 4' DIA. M.H. RIM=375.5 INV. IN (8" FROM S1-3B6)=365.73 INV. OUT (8" TO S1-3B4)=365.73

355

360

93'-8" PVC @ 0.40% (PRIVATE)

S1-3C7: 4' DIA. M.H. RIM=374.5 INV. OUT (8" TO S1-3C5)=365.62

S1-3B6: 4' DIA. M.H. RIM=374.6 INV. OUT (8" TO S1-3B5)=366.53

350 10+00

370

Costich Engineering

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

CLIENT

PORTION OF TAX PARCEL 065.020-01-040.222 TOWN LOT 12, & 14 , TOWNSHIP 14 , RANGE 4, SECTION 11, PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

800 PHILLIPS ROAD, L.L.C. 55 ALLIED WAY HILTON, NY. 14468 PHONE NO.: 585-392-3222

DWG. #

4500.13

CA301

SHEET 07 OF 10

P.C.

P.T.

A

R=30' SEE NOTE 3

CL

20' MIN. & VARIES

A

PROPOSED ACCESS ROAD

SAW CUT FULL DEPTH AND TACK COAT

P.T.

80' MIN. AND VARIES

R=30' SEE NOTE 3

COUNTY HIGHWAY

10' MIN. (TYP.)

17' MIN. OR MATCH EXIST. EDGE OF SHOULDER

P.C. 1'-0" 2-3" LIFTS ASPHALT CONC. 37.5mm BASE COURSE 2" ASPHALT CONC. 19mm BINDER COURSE 1 1/2" ASPHALT CONC. 9.5mm TOP COURSE FULL DEPTH SAWCUT EXISTING PAVED SHOULDER WIDTH PLUS 1' OR AS DIRECTED BY MCDOT ACCESS 24" ROAD

PAVEMENT SECTION AS SHOWN ON PLANS APPROVED BY THE LOCAL MUNICIPALITY

COUNTY ROAD

EXISTING UNDERDRAIN TO REMAIN 6" TYPE 2 CRUSHED STONE SUBBASE COURSE

SECTION A-A

NOTES:

1. ALL ACCESS ROADS SHALL MEET THE COUNTY HIGHWAY AT A RIGHT ANGLE (90°), UNLESS OTHERWISE AUTHORIZED BY THE COUNTY SUPERINTENDENT OF HIGHWAYS OR DESIGNEE. 2. RIGHT-OF-WAY WIDTH VARIES. 3. RADIUS MAY VARY DEPENDING ON PROPOSED VEHICLE USAGE FOR ACCESS ROAD. REVISED 9/17/14

ACCESS ROAD CONNECTION WITHOUT CURB OR GUTTER TO A COUNTY HIGHWAY WITH SHOULDER NOT TO SCALE 2"x2"x36" WOODEN STAKES PLACED 5' O.C.

PUMP CONTAMINATED WATER INTO CONCRETE WASHOUT

18" DIAMETER FILTREXX R SOXX TM (ALSO AVAILABLE IN 8", 12" AND 24" DIAMETERS

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

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

18" DIAMETER FILTREXX R SOXX TM (ALSO AVAILABLE IN 8", 12" AND 24" DIAMETERS)

SECTION VIEW 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. 1. 2. 3. 4. 5. 6. 7. 8. 9.

UNDER NO CIRCUMSTANCES MAY WASH WATER FROM THESE VEHICLES BE ALLOWED TO ENTER ANY SURFACE WATERS. CONCRETE WASHOUT SHALL BE UNDERLAYED WITH 10 MIL. THICK PLASTIC BUFFER. MAKE SURE THAT PROPER SIGNAGE IS PROVIDED TO DRIVERS SO THAT THEY ARE AWARE OF THE PRESENCE OF WASHOUT FACILITIES. WASHOUT FACILITIES SHOULD NOT BE PLACED WITHIN 50 FEET OF STORM DRAINS, OPEN DITCHES OR SURFACE WATERS. INSTALL ON FLAT GRADE NOT TO EXCEED 2%. CONCRETE WASHOUT MAY BE STACKED IN A PYRAMIDAL CONFIGURATION FOR ADDED HEIGHT AND STABILITY. CONCRETE WASHOUT MAY BE DIRECT SEEDED AT THE TIME OF INSTALLATION. THEY SHOULD BE IN A CONVENIENT LOCATION FOR THE TRUCKS, PREFERABLY NEAR THE PLACE WHERE THE CONCRETE IS BEING POURED. CONCRETE WASHOUT NOT TO BE LESS THAN 6' IN DIAMETER.

CONCRETE WASHOUT DETAIL NOT TO SCALE

PROVIDE ELASTOMERIC SLEEVE FOR PIPE CONNECTION, FERNCO OR APPROVED EQUAL

CORRUGATED METAL BARREL CIRCULAR CORRUGATED METAL RISER

4" 9"

SMOOTH INTERIOR, CORRUGATED POLYETHYLENE PIPE

3'-0"

E

. SLOP

6" MIN. TOPSOIL

2" MIN.

COMPACTED COMMON FILL

19"

N.Y.S. SPEC 706-04 STEEL REINFORCED PRE-CAST CONCRETE OR APPROVED EQUAL 3000 P.S.I. CONCRETE

BOLT UNDISTURBED GROUND OR ROCK

NOTE:

TYPICAL CATCH BASIN DETAIL

STORM SEWER BEDDING DETAIL

NOT TO SCALE

REVISED BY COSTICH 05/24/2016

CONTRACTION JOINTS-D/4

N0.4 REBARS (TYP.)

25"

GALVANIZED FRAME AND GRATE, (BORDEN NO.1 OR APPROVED EQUAL)

BRUSHED FINISH

TROWEL FINISH

24-1/2"

1/4" 1-1/2"

1" 1"

2" 6"

- NOTE BEARING SURFACES TO BE MACHINED. ALL SURFACES TO BE BITUMINOUS COATED.

SEWER MANHOLE FRAME - COVER NOT TO SCALE

REVISED BY COSTICH 05/24/2016

SUBBASE TYPE 2 (2 - 6" LIFTS)

TRENCH & CULVERT EXCAVATION I.D. "A"

"A"

SEE NOTE 3

6" NO. 1 AND 2 CRUSHED STONE BEDDING

2" MIN.

SEE NOTE #2*

PIPE DIA.

DIM. "A"

UP TO 18"

12"

18" TO 36"

18"

OVER 36"

24"

1. REPLACE PAVEMENT IN KIND WITH WHAT IS EXISTING, UNLESS CONDITIONS EXIST WHERE THAT ISN'T FEASIBLE, THEN INSTALL SECTION AS APPROVED BY THE DEPARTMENT'S ENGINEER OR HIGHWAY MAINTENANCE MANAGER. THE MINIMUM APPROVABLE SECTION SHALL BE 6" OF TYPE 2 SUBBASE (CRUSHER RUN STONE), 2" OF ASPHALT BINDER AND 1 1/2" OF ASPHALT TOP. SEE NOTE 6 FOR TRENCHES LESS THAN 24" WIDTH.

* NOTE: 1. PAINT INSIDE WALLS OF INLET WITH (1) COAT & THE BOTTOM OF INLET WITH (2) COATS OF KOPPERS BITUMASTIC 300-M, BRIGGS FABERTITE (C) OR APP. EQUAL. 2. THE TOWN OF WEBSTER REQUIRES A 2-3" DEEP AREA AT INLET BOTTOM (BELOW THE OUTLET ELEV.) FOR COLLECTION OF SILT, DEBRIS, ETC. 3. ALL YARD INLETS SHALL BE 24"x24"

6" 27-1/2"

SEE NOTE #1*

3500 P.S.I. CONCRETE

CAPPED END 6"

APPROPRIATE LETTERS "STORM" OR "WSD" TO BE CAST AS PART OF THE COVER. (2" HIGH)

EXISTING ASPHALT BASE (SEE NOTE 1) TACK COAT

EXISTING CONCRETE BASE (SEE NOTE 4)

SELECT GRANULAR FILL OR SUITABLE NATIVE MATERIAL

4" PLASTIC PIPE ON ALL SIDES OTHER THAN THE SIDE OF DISCHARGE.

NOT TO SCALE

SECTION VIEW

EXPANSION JOINT (TYP.) 6"

6", TYP.

CONSTRUCTION OF INLET IN PAVEMENT AREAS:

12"

4" DIA. PERFORATED POLYETHYLENE WEEP DRAIN PIPE. PIPE TO BE INSTALLED 10' ON UPSTREAM SIDE OF ALL GUTTER INLETS (C.B.'s). PIPE TO BE WRAPPED WITH AN APPROVED FILTER FABRIC AND ENDS TO BE CAPPED. PIPES ARE NOT REQ'D. IN ROCK OR WELL DRAINED SOIL, TO BE DETERMINED BY THE TOWN ENGINEER.

12"

NOTE:

ANCHOR

ALL CONCRETE GUTTERS AND INLET APRONS TO BE 4000 P.S.I. TYPE I PORTLAND CEMENT (A.S.T.M. D-150)

GUTTER AND CATCH BASIN DETAIL

2. SELECT GRANULAR FILL OR SUITABLE NATIVE MATERIAL, AS APPROVED BY THE DEPARTMENT'S ENGINEER OR HIGHWAY MAINTENANCE MANAGER, SHALL BE COMPACTED IN A MAXIMUM OF 6" LIFTS AT 95% COMPACTION.

KEYWAY

12" WIDE CONCRETE APRON AREAS TO BE CONSTRUCTED COMPLETELY AROUND THE INLET (3000 P.S.I.) (AS SHOWN). FRAME AND GRATE TO BE APPROVED BY THE TOWN AND TO BE ABLE TO WITHSTAND THE LOAD OF VEHICLE TRAVEL. POSTIVE DRAINAGE (1/4"/FT SLOPE) TO BE OBTAINED IN THE CONCRETE APRON AREA SURROUNDING THE INLET.

4. IF CONCRETE BASE IS EXISTING, IT MUST BE REPLACED WITH A MINIMUM OF 6" OF ASPHALT BASE. BY:

5. IF PAVEMENT MARKINGS OR SIGNAL LOOPS ARE DESTROYED, THEY MUST BE REPLACED.

11/18/14 REVISED

DATE

TOWN ENGINEER

6. WHEN TRENCH WIDTH IS LESS THAN 24", FLOWABLE FILL MUST BE PLACED ABOVE THE 6" OF #1 AND 2 STONE BEDDING TO BINDER GRADE. A 2" LIFT OF BINDER AND A 1 1/2" LIFT OF TOP ASPHALT MUST BE THEN INSTALLED TO FINISH GRADE.

STANDARD YARD INLET DETAIL

NOT TO SCALE

APPROVALS

3. 6" OF STONE BEDDING, CONSISTING OF A BLENDING OF #1 AND 2 STONE, IS REQUIRED FOR SANITARY OR STORM SEWER INSTALLATIONS WITH CRUSHED STONE HAUNCHING TO A MINIMUM OF 1/2 OF THE PIPE DIAMETER ON THE SIDE OF THE PIPE.

BY:

DATE

PLANNING BOARD CHAIRPERSON

TRENCH AND PAVEMENT RESTORATION FOR ROAD CUT

NOT TO SCALE

BY:

DATE

TOWN HIGHWAY SUPERINTENDENT

NOT TO SCALE BY:

DATE

WEBSTER SEWER DISTRICT

BY:

DATE

TOWN ASSESSOR

BY:

DATE

FIRE MARSHAL

BY:

DATE

DIRECTOR OF COMMUNITY DEVELOPMENT

PROJECT MANAGER

CHKD.

APVLS.

D.J.L.

0 9 6 1 84

OF E

AL SS I ON

Land Surveying

BOUNDARY

-TOPO/BASE

Landscape Architecture

DETAIL SHEET

SECTION 3 PORTION OF TAX PARCEL 065.020-01-040.222 TOWN LOT 12, & 14 , TOWNSHIP 14 , RANGE 4, SECTION 11, PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

LOCATION OF PROJECT

DATE

04/14/2026 SCALE

N.T.S.

BELLA TERRA SUBDIVISION SECTION 3

TITLE OF DRAWING

H

BY

PR

Civil Engineering

DRAWN BY

RK O IE

REVISION

ED

DATE

NS

NO.

C

L I CE

T E EL O R I T Y HA

TITLE OF PROJECT

M.P.M.

OF N EW

A

MANHOLE FRAME AND COVER TO BE NEENAH R-1726, SYRACUSE CASTING OR APPROVED EQUAL. MATERIAL TO MEET A.S.T.M. SPECIFICATION A-48, CLASS 30.

ANCHORS SET IN MORTAR

DISCHARGE STORM PIPE

10'

24"x27" NOMINAL

26-1/4" 35"

22-3/4"

PRE-CAST CONCRETE STRUCTURE (4000 P.S.I.)

24"x24"

FILL EXCAVATED AREA WITH #1 & #2 CRUSHED STONE. COMPACT IN 6" LAYERS.

3/4"

1-1 /

PLAN VIEW

RISER BASE DETAIL (FOR TEMPORARY DISCHARGE STRUCTURE)

7-1/2"

FINISHED GRADE

FLOW

1-1/2"

SAW CUT EXISTING PAVEMENT EACH SIDE, TACK COAT ALL CUTS, AND CAP SEAM WITH BITUMINOUS SEALER

COMPACTED STONE ENCASEMENT No. 1 CRUSHED STONE.

6" MINIMUM NO.2 CRUSHED STONE. (COMPACTED LEVEL BASE)

"STORM" OR "WSD"

RECTICULINE GRATE TO BE A GALVANIZED #9 OR EQUAL TO N.Y.S.D.O.T. DWG. NUMBER 655-3.

DISCHARGE STORM PIPE

O.D./2

6" MIN.

TOWN INSPECTOR MAY REQUIRE SELECT OR IMPORTED BACKFILL IF FIELD CONDITIONS NECESSITATE.

FLOW

B

FILTER FABRIC -WRAPPED (MIRAF) (40S OR APP. EQUAL)

2" ASPHALT CONCRETE, 19mm BINDER COURSE

4" PLASTIC PIPE (TYP.)

ER

6" MIN.

A

ASPHALT CONCRETE, 37.5mm BASE COURSE (SEE NOTE 1) MIN. 6", 2 - 3" LIFTS

I NE

PORTLAND CEMENT MORTAR

26" (VARIES)

12" DIA. PERFORATED 16 GAUGE C.M.P. AT 1% MIN. SLOPE - ASPHALTIC COATED (OR 12" DIA. PERF. CORRUGATED POLYETHYLENE) TO GUTTER INLET

O.D.

ASPHALT CONCRETE, 9.5mm TOP COURSE MIN. THICKNESS 1 1/2" (SEE NOTE 1)

NG

24" WIDE

A

COMPACTED SELECT FILL TO ROAD SUBBASE IN PAVEMENT AREAS. SELECT FILL SHALL BE SAND, GRAVEL AND SIMILAR MATERIAL WHICH SHALL BE FREE FROM CLAY, LOAM, ORGANIC MATERIAL, DEBRIS, OR FROZEN MATERIAL, AND SHALL CONTAIN NO STONES PEBBLES OR LUMPS OVER 2" IN GREATEST DIMENSION.

VARIES (2'-6" MIN.)

4" DIA. PERF. PLASTIC PIPE, 20' EACH SIDE OF CATCH BASIN. (GUTTER WEEP)

NATIVE BACKFILL COMPACTED TO 95% STANDARD PROCTOR ASTM-D698 ON ALL SIDES AS SHOWN.

48" MINIMUM

2 COATS ASPHALTIC WATERPROOFING (KOPPER BITUMASTIC 300M. BRIGGS FABERTITE (C) OR APPROVED EQUAL. (INSIDE AND OUTSIDE OF WALLS)

NO.4 REINFORCING BAR (BOTH SIDES)

3'-0"

KEYWAY (TYP.)

E

ROAD PAVEMENT (SEE DETAIL ENTITLED "TYPICAL ROAD CROSS SECTION DETAIL"

C

1% MIN

ST

1.5" FINISHED CENTERLINE ROAD GRADE

2.5"

48"x48" NOTES: 1. THE CONCRETE BASE SHALL BE POURED IN SUCH A MANNER TO INSURE THAT THE CONCRETE FILLS THE BOTTOM OF THE RISER TO THE INVERT OF THE OUTLET PIPE TO PREVENT THE RISER FROM BREAKING AWAY FROM THE BASE.

2-#8 (MIN.) BARS PLACED AT RIGHT ANGLES AND PROJECTING INTO SIDES OF RISER TO HELP ANCHOR RISER TO CONCRETE BASE.

MI

GALVANIZED FRAME AND GRATE (BORDEN NO.1 OR APP. EQUAL.)

18"

PREFABRICATED 90° BEND OR CONTINUOUS WELD FOR COMPLETE CIRCUMFERENCE

Costich Engineering

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

CLIENT

800 PHILLIPS ROAD, L.L.C. 55 ALLIED WAY HILTON, NY. 14468 PHONE NO.: 585-392-3222

DWG. #

4500.13

CA500

SHEET 08 OF 10

DELINEATOR POST, FLANGED CHANNEL (2"x7/8"x1/8") (8' LENGTH, STEEL)

POST TO BE PAINTED GREEN WITH TOP 3 FT. PAINTED YELLOW.

MINIMUM HEIGHT ABOVE GRADE IS 6 FT.

ALL FIRE HYDRANTS PROPOSED IN THIS PROJECT SHALL HAVE A HYDRANT MARKER AS SHOWN IN THIS DETAIL.

PLASTIC CAP

E ID

HYDRANT MARKER LOCATION

WATERMAIN HYDRANT MARKER 3'

1'-6"

1'-0"

1-1/2"

EXCAVATE TO ACCEPTABLE SUB-BASE (12" MIN.)

4-1/2"

NO. 5 REBAR (5/8")

HYDRANT NOZZLE COLOR NOTES

THE TOWN REQUIRES THE COLOR CODING OF THE 2.5" HYDRANT NOZZLES WHICH WILL INDICATE FIRE FLOWS:

SUB-GRADE COURSE (IF REQ'D.)

9" (#3) CRUSHER RUN STONE-FIRST COURSE PLACED IN TWO LIFTS.

#1 AND #2 CLEAN STONE (IN GUTTER WEEP AREA, THE ENTIRE LENGTH OF THE ROADWAY)

3" (#3) CRUSHER RUN STONE-SECOND COURSE 3" BINDER COURSE (3.5" FOR MAJOR ROADS)

4" DIA. PERFORATED POLYETHYLENE WEEP DRAIN PIPE. PIPE TO BE WRAPPED WITH AN APPROVED FILTER FABRIC. PIPES ARE NOT REQ'D. IN ROCK OR WELL DRAINED SOIL, TO BE DETERMINED BY THE TOWN ENGINEER.

CONTRACTOR SHALL CONTACT PROJECT ENGINEER FOR FLOW PRESSURE AND PAINT NOZZLES ACCORDINGLY.

WATER AUTHORITY DISCLAIMER

THE CONTRACTOR/DEVELOPER IS SOLELY RESPONSIBLE FOR THE ABOVE ACTIONS; THE MONROE COUNTY WATER AUTHORITY WILL NOT MONITOR THIS WORK OR GUARANTEE IT'S COMPLETION.

1" TOP COURSE (1.5" FOR MAJOR ROADS) APPROVED FILTER FABRIC, IF REQUIRED BY THE TOWN INSPECTOR WHEN UNSUITABLE MATERIAL IS ENCOUNTERED.

NOTE:

ALL ROADWAY WEEPS SHALL HAVE UNDERDRAIN THE FULL LENGTH OF THE ROAD

THE PLANNING BOARD MAY ESTABLISH CERTAIN ROADS AS "MAJOR COLLECTOR ROADS." THESE ROADS WILL REQUIRE THE ADDITIONAL DIMENSIONS/AMOUNTS AS INDICATED ABOVE.

TYPICAL MONUMENT WEBSTER HYDRANT NOTES & HYDRANT MARKER DETAIL INSTALLATION NOT TO SCALE

2-1/2"

PAVEMENT CENTERLINE

10'-0"

RED = 500 g.p.m. OR LESS ORANGE = 500 to 1000 g.p.m. GREEN = 1000 g.p.m. AND UP

W 2"

3 ft

EXISTING GRADE

36" MIN. 42" MAX.

2 FEET

GRADE

6"x30" CONC. GUTTER

13'-0"

17-1/2"

PAINTED GREEN

6 FEET

PAINTED YELLOW

HYDRANT MARKER NOTES

TYPICAL ROAD CROSS-SECTION DETAIL NOT TO SCALE

NOT TO SCALE

1.0

1.5

1.0

1.5

2.0

1.5

2.0

2.5

1.5

2.5

1.0

3.0

3.6

1.5

3.0

3.6

1.5

4.5

5.4

4.9

6.0

7.2

11.5

APPROVALS BY:

DATE

TOWN ENGINEER

BY:

DATE

PLANNING BOARD CHAIRPERSON

BY:

DATE

TOWN HIGHWAY SUPERINTENDENT

BY:

DATE

WEBSTER SEWER DISTRICT

BY:

DATE

TOWN ASSESSOR

BY:

DATE

FIRE MARSHAL

BY:

DATE

DIRECTOR OF COMMUNITY DEVELOPMENT

PROJECT MANAGER

CHKD.

APVLS.

A

OF E

ER

AL SS I O N

Landscape Architecture

DETAIL SHEET

SECTION 3 PORTION OF TAX PARCEL 065.020-01-040.222 TOWN LOT 12, & 14 , TOWNSHIP 14 , RANGE 4, SECTION 11, PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

LOCATION OF PROJECT

DATE

04/14/2026 SCALE

N.T.S.

BELLA TERRA SUBDIVISION SECTION 3

TITLE OF DRAWING

Land Surveying

-TOPO/BASE

NG

E

0 9 6 1 84

D.J.L. BOUNDARY

I NE

MI

C

ST

H

BY

PR

Civil Engineering

DRAWN BY

K OR I E

REVISION

ED

DATE

NS

NO.

C

L I CE

TE EL O R I T Y HA

TITLE OF PROJECT

M.P.M.

O F N EW

Costich Engineering

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

CLIENT

800 PHILLIPS ROAD, L.L.C. 55 ALLIED WAY HILTON, NY. 14468 PHONE NO.: 585-392-3222

DWG. #

4500.13

CA501

SHEET 09 OF 10

SPACING VARIES

SLOPE (FT/FT) X A

GALVANIZED END SECTIONS

SLOP E

TOE

H

B

STAKE

FABRIC

9"MIN.

3' MIN.

8" MINIMUM

1.5' MIN.

FILTER FABRIC

CUTOFF TRENCH DESIGN BOTTOM

B

36" MIN. FENCE POSTS, DRIVEN 16" MIN. INTO THE GROUND.

PERSPECTIVE VIEW

2"X4" WOOD FRAME DROP INLET WITH GATE

SECTION A-A

36" MIN. FENCE POST 20" MIN.

FRAME

FLOW

1/2"/FT. MIN. 1

12" MIN. COVER

1 1

FILTER FABRIC

EMBED FILTER CLOTH MIN. 8" INTO GROUND

GATHER EXCESS AT CORNERS

SECTION VIEW CONSTRUCTION SPECIFICATIONS

CONSTRUCTION SPECIFICATIONS

NOTES

PERFORATED CULVERT PIPE MUST BE EITHER CORRUGATED METAL PIPE (16 GAUGE) OR SMOOTH INTERIOR CORRUGATED PERFORATED POLYETHYLENE PIPE SIZE TO BE

THE EXISTING DRAINAGE DITCH MUST BE CLEANED AND GRADED TO DRAIN ENTIRE HIGHWAY FRONTAGE.

ACROSS THE

THE PLACEMENT OF THE CULVERT IS DETERMINED BY THE LINE, GRADE AND THE EXISTING DITCH AND ADJACENT DRIVEWAY CULVERTS.

OFFSET OF

THE HIGHWAY MUST BE KEPT CLEAN OF MUD, DIRT AND OTHER DEBRIS AT

ALL TOPSOIL AND/OR MUD MUST BE REMOVED FROM THE ACCESS PRIOR TO OF THE CRUSHED STONE FOR ACCESS.

ALL TIMES.

STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES AND LOCATIONS SHOWN IN THE PLAN.

SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING AROUND THE DAM.

PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE.

PLACEMENT 5.

CONSTRUCTION SPECIFICATIONS

CONSTRUCTION NOTES:

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

FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION.

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

WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY 6" AND FOLDED

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.

MAINTENANCE SHALL BE PERFORMED AS NEEDED, AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.

ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE. MAXIMUM DRAINAGE AREA 2 ACRES.

WHENEVER CRUSHED STONE SURFACE BECOMES PLUGGED WITH SEDIMENT, A MINIMUM OF 4" DEPTH OF STONE SHALL BE REMOVED AND REPLACED w/ NEW CRUSHED STONE.

SECTION VIEW

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

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.

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.

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

POST MATERIAL

STEEL, EITHER T OR U TYPE, OR 2" HARDWOOD. FILTER CLOTH: FILTER X, MIRAFI 100X, STABILINKA T140N, OR EQUAL.

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

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

PREFABRICATED UNIT

GEOFAB, ENVIROFENCE, OR APPROVED EQUAL.

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.

MAXIMUN DRAINAGE AREA 1 ACRE

REVISED 05/14/14

TEMPORARY CONSTRUCTION ACCESS

CHECK DAM DETAIL

NOT TO SCALE

FILTER FABRIC DROP INLET PROTECTION DETAIL

FILTER FABRIC SILT FENCING DETAIL

REINFORCED SILT FENCE DETAIL

NOT TO SCALE

PERFORATED PIPE, COLLECTION SYSTEM OVERFLOW 'CATCH BASIN'

EXISTING PAVEMENT

50'MIN.

2:1 SLOPE

18"MIN.

BERM 347

NOTES

1. D

OUTLET

SEE 225-44 OF THE TOWN CODE ZONING ORDINANCE FOR MIN. HEIGHT OF FIRST FLOOR ELEVATIONS WITH RELATION TO THE ELEVATION AT THE ROAD CROWN.

EXISTING GRADE

5:1

FILTER CLOTH

EXISTING GROUND

FLOW DIRECTION EASEMENT LINE

WHEN BUILT-IN AREA IS NOT ON STORM SEWER RUN, SPLASH BLOCKS MAY BE PERMITTED.

#1 & #2 CRUSHED STONE

SPLASH BLOCKS

10'MIN.

EXISTING GROUND

TYPICAL PLAN VIEW

12'MIN.

EXISTING PAVEMENT

ELEV=B=T.G.

346 345

PLANTING SOIL (DEPTH VARIES)

INLET WITH TOP OF GRATE AND INVERT INFORMATION. (SEE PLAN VIEW)

346

W

345

D LAN VER

CONSTRUCTION SPECIFICATIONS 20' WIDE UTILITY EASEMENT

346

PERFORATED PIPE IN 4" GRAVEL JACKET

NOT TO SCALE

PLAN VIEW

346

FILTER FABRIC - MIRAFI 14ON OR APPROVED EQUAL

STONE BERM DROP INLET PROTECTION

10'MIN.

20' MIN. WIDTH STORM DRAINAGE EASEMENT TO THE TOWN OF WEBSTER

ELEV=C

SEE CA120

REFER TO GOVERNING AGENCY FOR INLET SPECIFICATIONS

TEMP. SEDIMENTATION BUILDUP. CONTRACTOR SHALL REMOVE AS NECESSARY

50'MIN.

FIRST FLOOR ELEV.

F.F.=348.5

6"-12" PONDING 3" MULCH

12"

MOUNTABLE BERM (OPTIONAL)

PROFILE

SUMP PUMP

ELEV=B

3:1 SLOPE

12" MIN. 24" MAX.

PROPOSED GRADE

347

12'MIN.

347

346

SEE NOTE 2 ELEV=B

STONE SIZE

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

LENGTH

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

THICKNESS - NOT LESS THAN EIGHTEEN (18) INCHES.

WATER QUALITY

347

ELEV=C

347

VARIES

2% MIN. SLOPE RIGHT-OF-WAY LINE

347

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.

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.

MANHOLE (SEE PLAN VIEW FOR INVERTS)

STORM SEWER

ROAD CENTERLINE

TYPICAL PROFILE

GUTTERS RIGHT-OF-WAY LINE

PLANTING SOILS SPECIFICATIONS THE PLANTING SOIL SHOULD BE A SANDY LOAM, LOAMY SAND, LOAM (USDA), OR A LOAM/SAND MIX (SHOULD CONTAIN 50% SAND AND 50% TOPSOIL WITH AN ORGANIC CONTENT OF 5%, BY VOLUME). A PERMEABILITY OF AT LEAST 1.0 FEET PER DAY (0.5"/HR) IS REQUIRED. THE SOIL SHOULD BE FREE OF STONES, STUMPS, ROOTS, OR OTHER WOODY MATERIAL OVER 1" IN DIAMETER, BRUSH OR SEED FROM NOXIOUS WEEDS. PLACEMENT OF THE PLANTING SOIL SHOULD BE IN LIFTS OF 6" TO 8", LOOSELY COMPACTED.

1 2

4'MIN. WIDTH

TRAPEZOIDAL CROSS-SECTION

CONSTRUCTION SPECIFICATIONS 1.

ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE REMOVED AND DISPOSED OF SO AS NOT TO INTERFERE WITH THE PROPER FUNCTIONING OF THE SEDIMENTATION TRENCH.

THE SEDIMENTATION TRENCH SHALL BE EXCAVATED OR SHAPED TO LINE, GRADE, AND CROSS SECTION AS REQUIRED TO MEET THE CRITERIA SPECIFIED HEREIN, AND BE FREE OF BANK PROJECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE NORMAL FLOW.

FILLS SHALL BE COMPACTED AS NEEDED TO PREVENT UNEQUAL SETTLEMENT THAT WOULD CAUSE DAMAGE TO THE TRENCH.

STABILIZATION SHALL BE DONE ACCORDING TO THE APPROPRIATE STANDARD AND SPECIFICATIONS FOR VEGETATIVE PRACTICES.

D

FILTER FABRIC PERFORATED PIPE IN GRAVEL (SEE UTILITY PLAN)

1 4

F.F.=348.5

ELEV=A (C+1.5' MIN.)

TRENCH TO BE PERPENDICULAR TO OVERLAND FLOW FREEBOARD

TYPICAL SECTION

FLO

O

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.

TYPICAL LOT GRADING DETAIL

STABILIZED CONSTRUCTION ENTRANCE

NOT TO SCALE

SEDEMENTATION TRENCH DETAIL NOT TO SCALE

MULCH LAYER SPECIFICATIONS THE MULCH LAYER SHOULD BE STANDARD LANDSCAPE STYLE, SINGLE OR DOUBLE SHREDDED HARDWOOD MULCH OR CHIPS. THE MULCH LAYER SHOULD BE WELL AGED (STOCKPILED OR STORED FOR AT LEAST 12 MONTHS), UNIFORM IN COLOR, AND FREE OF OTHER MATERIALS, SUCH AS WEED SEEDS, SOIL, ROOTS, ETC. THE MULCH SHOULD BE APPLIED MAXIMUM DEPTH OF THREE INCHES. GRASS CLIPPINGS SHOULD NOT BE USED FOR MULCH MATERIALS. NOTE: BIORETENTION PLANTING SOIL AND MULCH SPECIFICATIONS ARE PER APPENDIX H OF NYSSWDM

BIO RETENTION AREA LOT 205 - 208

A

B (T.G.)

C

366.0

361.0

360.5

BIO RETENTION DETAIL NOT TO SCALE

APPROVALS BY:

DATE

TOWN ENGINEER

BY:

DATE

PLANNING BOARD CHAIRPERSON

BY:

DATE

TOWN HIGHWAY SUPERINTENDENT

BY:

DATE

WEBSTER SEWER DISTRICT

EROSION CONTROL DEVICES (AS SHOWN ON PLANS) ARE A MINIMUMBY: REQUIREMENT FOR THE SITE. IF AREAS DEVELOP ON THE SITE THAT TOWN ASSESSOR REQUIRE ADDITIONAL DEVICES, THE CONTRACTOR(s) ARE RESPONSIBLE TO CONSTRUCT, MONITOR, REPLACE, ETC. THESE ADDITIONAL DEVICES IN MANNER WHERE AS ANY SILT, SEDIMENT ORBY: FIRE MARSHAL POLLUTANTS DO NOT LEAVE THE SITE, ENTER INTO STORM SYSTEMS, ENTER INTO ENVIRONMENTALLY SENSITIVE AREAS, OR OTHER AREAS NOT DESIGNATED FOR SUCH CONTROL OF SAID CONTAMINANTS. BY:

DATE:

DIRECTOR OF COMMUNITY DEVELOPMENT

PROJECT MANAGER

CHKD.

APVLS.

A

0 9 6 1 84

OF E

AL SS I O N

D.J.L. -TOPO/BASE

Landscape Architecture

DETAIL SHEET

SECTION 3 PORTION OF TAX PARCEL 065.020-01-040.222 TOWN LOT 12, & 14 , TOWNSHIP 14 , RANGE 4, SECTION 11, PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

LOCATION OF PROJECT

DATE

04/14/2026 SCALE

N.T.S.

BELLA TERRA SUBDIVISION SECTION 3

TITLE OF DRAWING

Land Surveying

BOUNDARY

ER

C

ST

H

BY

PR

Civil Engineering

DRAWN BY

K OR I E

REVISION

ED

DATE

NS

NO.

C

L I CE

T E EL O R I T Y HA

TITLE OF PROJECT

M.P.M.

O F N EW

MI

16"MIN.

EMBED FILTER CLOTH A MIN. OF 6" IN GROUND. 4"

P.C.M.P. OR P.S.I.C.P.P.

UNDISTURBED GROUND

COMPACTED SOIL

SECTION B-B

18"

20"MIN.

FLOW

I NE

12" CRUSHED STONE NO. 2

24" MAX @ CENTER

NG

1:5

E

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

UNDISTURBED GROUND

16" MIN.

2 1

EXISTING PAV'T.

1' MIN.

TO CENTERLINE OF DRAINAGE

6" MIN.

PERSPECTIVE VIEW

BURIED FABRIC

MOUNTABLE BERM, CRUSHED STONE NO. 2

3'-0"

HEIGHT OF FILTER = 18" MIN.

FL O

CL

HEIGHT OF FILTER = 16" MINIMUM

A

PROFILE

R=10' MIN. & VARIES

10' MAX. C. TO C.

CREST 24" MAX @ CENTER

W

CUTOFF TRENCH 18" WIDE 6" DEEP

1.5' MAX.

100' MIN.

SAME ELEVATION

WOVEN WIRE FENCE (MIN. 14 GAUGE W/ MAX. 6" MESH SPACING)

FL O

R.O.W.

R TO CENTER)

W

CULVERT IF REQUIRED (A.O.B.E.)

10' (MIN.) (TYP.)

5' MAX. (CENTE

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

O W

NOTE

DRIVEWAYS ARE NOT PERMITTED OVER MANHOLES, CLEAN-OUTS, VALVES AND CATCH BASINS

FL

H (Ft)

W

CRUSHED STONE NO. 2

FL O

30' MAX.

Costich Engineering

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

CLIENT

800 PHILLIPS ROAD, L.L.C. 55 ALLIED WAY HILTON, NY. 14468 PHONE NO.: 585-392-3222

DWG. #

4500.13

CA502

SHEET 10 OF 10

End of document