7 Waterview Phase Iii Civil Plans

HORIZONTAL SCALE

WATERVIEW APARTMENTS PHASE III

150

SCALE

1"=150'

DRAWING INDEX

SITE DEVELOPMENT PLANS MONROE COUNTY I NEW YORK

N/F DEBRA L. KUHS T.A. NO. 093.060-01-024

N/F SARAH H. JOHNSON T.A. NO. 093.060-01-026

N/F GEORGE E. KUGLER T.A. NO. 093.060-01-022

165'

152'

153'

McEWEN DRIVE

OHD OHD

OHD

OHD OHD

OHD OHD OHD OHD

OHD

BUILDING 3 PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

X X

X

DHO

BUILDING 5 PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

X

DHO

X

D OHD

DRAINAGE INLET MH

ST

OHD OHD

2 G DING ORY BUIL D 2-ST BUILDIN ME POSE PRO WNHO IT TO 10 UN

OHD

D

OH

OHD

OH D OH D

T

OIN

P LOW

Y WA

WIL

N/F WATERVIEW AT WILLOW POINT, LLC T.A. NO. 093.060-03-63.1

WILLOW POINT WAY WEBSTER, NY 14580

MUNICIPALITY:

TOWN OF WEBSTER

COUNTY:

MONROE

TOTAL PARCEL AREA:

13.152 ACRES OR 572,904 S.F.

AREA OF DISTURBANCE:

3.65 ACRES OR 158,994 S.F.

EXISTING ZONING:

MHR MEDIUM HIGH RESIDENTIAL

PROPOSED ZONING:

MHR MEDIUM HIGH RESIDENTIAL

EXISTING USE:

UNDEVELOPED

PROPOSED USE:

MULTI-FAMILY RESIDENTIAL - 56 TOWNHOMES

C 202-207 DETAILS

MC EWEN DR.

SITE REQUIRED

PROPOSED

WILLOW

PO

INT

Y WA

GE DRID WIN DR.

WIDTH

N/A

330'

DEPTH

N/A

1805'

AREA

5 ACRES

13.152 ACRES

25%

COVERAGE MO

TOWN OF WEBSTER

LOCATION SKETCH N.T.S. STAMP:

BUILDING

T SH

NA TAI

UN

E

RIV

ED

M RITI

MA

WINDRIDGE DRIVE

PARCEL ADDRESS:

LOT

OHD

OH

N/F LEGACY DEVELOPMENT CO. INC. T.A. NO. 093.060-03-64.21

093.06-3-64.11

OHD

OHD OHD

D

PROPOSED SAND FILTER

27'

OHD

IL RA

CAPTAINS COVE LANE

MH

D

ST

OH

D

UTILITY PLAN

ZONING DISTRICT

MHR MEDIUM HIGH RESIDENTIAL

E LAN

D

ST

OH

ST

G 1 RY ING DIN -STO UILD BUILSED 2 ME B PO HO PROTOWN IT UN OHD

DMH MH

MH

OHD

299 LF 24" RCP

D

PROPOSED BIO-RETENTION AREA #3

D

119 LF 24" RCP

OHD

298 LF 24" RCP

OH

STM. MANHOLE

TAX ACCOUNT NUMBER:

ZONING DATA

LIA NO

STM. MANHOLE 140 LF 24" RCP

G MA

OHD

ITY UN MM R CO CENTE SF 00 ±1,5

MH

MARITIME DRIVE

OHD

X

HIDDEN HARBOUR WAY

OHD

RK G PA SF DO ,500 ±1

OHD

X

D

X

48" DIAMETER R.C.P LEACHING CHAMBER FILLED WITH MEDIUM RIP-RAP

MH

PROPOSED BIO-RETENTION AREA #2

X

OHD

36" CMP PERFORATED RISER

EXISTING CONDITIONS

D OA YR

DHO

ALL KLEB T PICCOUR

C 103

BA

PROPOSED BIO-RETENTION AREA #1

30'

D OA YR BA

OHD

DHO

86'

OHD

DHO

OHD

34 LF 30" CMP

BUILDING 4 PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

OHD

BUILDING 6 PROPOSED 2-STORY 6 UNIT TOWNHOME BUILDING

EXISTING STORMWATER POND

51'

66'

OHD

N/F LEGACY DEVELOPMENT CO. INC. T.A. NO. 093.060-03-64.12

TOWN OF WEBSTER WOODLOT ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

SITE PLAN

C 105 GRADING PLAN C 105A-E EROSION CONTROL PLANS C 106 LANDSCAPING & LIGHTING PLAN C 201 NOTES

SITE DATA

N/F THOMAS MC EWEN T.A. NO. 093.060-01-002

C 102

C 104

N/F JOHN P. HENDLER SR. T.A. NO. 093.060-01-025

N/F IRONDEQUOIT BAY SOUTH CTL PUR WAT T.A. NO. 093.060-01-3.1

COVER

/ DEMOLITION PLAN

20243903.0002

TOWN OF WEBSTER STEEP SLOPE ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

C 101

MARITIME DR.

TOWN OF WEBSTER l

300

IRONDEQUOIT BAY

SETBACK - FRONT

75'

18'*

SETBACK - SIDE

10'

15'

SETBACK - REAR

35'

N/A

SINGLE FAMILY DISTRICT BUFFER

100'

38'*

BUILDING LENGTH

165'

142'

SEPARATION

40'

HEIGHT

3 STORIES MEASURED @ FRONT

2 STORIES

DENSITY

8 UNITS PER ACRE

4.3 UNITS PER ACRE

UNIT QTY

105

PARKING STALLS QTY

CLIENT

2 SPACES PER UNIT UNITS x 2= 112

9' X 20'

STALL SIZE - PERPENDICULAR

144 SPACES/56 =2.57 SPACES PER UNIT 9' X 20'

DRIVE AISLE WIDTH

90/60/45 DEG

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

20'

NOTES

*VARIANCES GRANTED 11/19/2024 - EXPIRED NOVEMBER 2025

Jacob Lewis

ENVIRONMENTAL DATA

YES

STATE REGULATED WETLANDS (NYSDEC ERM):

X

FEDERALLY REGULATED WETLANDS (USFWS NWI):

5/14/2026 9:44 AM Y:\PROJECTS-NEW\2024\20243903\20243903.0002\01_CAD-BIM-MODELS\CIVIL\20243903.0002 COVER.DWG

NO

X

Passero Associates 242 WEST MAIN ST., SUITE 100 ROCHESTER, NY 14614

(585) 325-1000 FAX: (585) 325-1691

PROJECT MANAGER PROJECT ENGINEER DESIGNER

EDMUND MARTIN, P.E. ANDREW BURNS, P.E. JACOB LEWIS, E.I.T.

NO. DATE BY FLOOD PLAIN (FEMA NFHL): FIRM PANEL: 36055C0209G DATED: 8/28/2008

ZONE X AREA OF MINIMAL FLOOD HAZARD

02/28/25

DESCRIPTION

JDL PER TOWN COMMENTS

2 3

ENDANGERED SPECIES (NYSDEC ERM):

X

4 5 6 7 8

UTLITIES DATA PUBLIC WATER PROVIDED BY:

MONROE COUNTY WATER AUTHORITY

ELECTRIC SERVICE PROVIDED BY:

RG&E

GAS SERVICE SUPPLIED BY:

APPROVALS

SANITARY SEWER PROVIDED BY

STORM SEWER & DRAINAGE WILL BE: (MAINTAINED BY THE OWNER)

TOWN ENGINEER

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND ARTICLE 147 SECTION 7307, THESE PLANS ARE COPYRIGHT PROTECTED. ©

COVER SHEET

RG&E TOWN OF WEBSTER SANITARY SEWER DISTRCIT PRIVATE AND MAINTAINED AS PART OF THE TOWN OF WEBSTER CONSOLIDATED DRAINAGE DISTRICT

ALL IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE CURRENT DEVELOPMENT STANDARDS AND SPECIFICATIONS OF THE MUNICIPALITY

WATERVIEW PHASE III WEBSTER, NY

PLANNING BOARD CHAIRMAN

TOWN HIGHWAY SUPERINTENDENT

TOWN/CITY: WEBSTER COUNTY: MONROE

STATE

PROJECT NO.:

FIRE MARSHAL

20243903.0002 DRAWING NO.:

C 101

TOWN ASSESSOR

DATE:

WEBSTER SEWER DISTRICT

MAY 2026

HORIZONTAL SCALE 30

SCALE

1"=30'

5/8" REBAR FND

110'

N/F 436 MCEWEN DR. PUMP STATION 1" PIPE FOUND

5/8" REBAR FOUND

2" PE GAS MAIN

4+ 62

MC EWEN DRIVE

PROPOSED RECIPROCAL ACCESS EASEMENT

44.8'

20'

OHD

X

OHD OHD OHD OHD

BUILDING 3 PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

OHD

PROPOSED CURB 47' OHD

OHD

191'R

PROPOSED PAVEMENT STRIPING

75' FRONT SETBACK

D

OH

D

210'R

OH

X

OHD

X

PROPOSED FENCE PROPOSED RETAINING WALL PROPOSED DOOR

14B

PROPOSED SIGN EXISTING SIGN PROPOSED LIGHT POLE

14A

TOWN OF WEBSTER WOODLOT ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

28.7' TRANS.

OHD

LP

33.3

OHD

242 WEST MAIN ST., SUITE 100 ROCHESTER, NY 14614

(585) 325-1000 FAX: (585) 325-1691

PROJECT MANAGER PROJECT ENGINEER DESIGNER

EDMUND MARTIN, P.E. ANDREW BURNS, P.E. JACOB LEWIS, E.I.T.

NO. DATE BY 1

02/28/25

DESCRIPTION

JDL PER TOWN COMMENTS

2 3

TOWN OF WEBSTER STEEP SLOPE ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

ACTUAL LIMITS OF STEEP SLOPES

6 8 UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND ARTICLE 147 SECTION 7307, THESE PLANS ARE COPYRIGHT PROTECTED. ©

N/F WATERVIEW AT WILLOW POINT, LLC T.A. NO. 093.060-03-63.1

'R

D

OH

EXISTING LIGHT POLE (TYP)

E SID K 10' C A B SET

Passero Associates

4 TRANS CTV

TEL

15.4

OHD

TRES NO

PAS

SING

W

W ILLO

P

T OIN

TOWN ENGINEER

AY

W

10.1'

NO TRESPASSING DEAD END

SITE PLAN

APPROVALS TO ITY UTIL MENT OF E EAS TOWN ER THE STER P APS, B WE 6 OF M 958 L.33 & L.11 P.678 , 3 P.2 EEDS D OF

PROPOSED STOP SIGN

LP

MA

WINDBRIDGE DRIVE LP

ACTUAL LIMITS OF EXISTING STEEP SLOPES (> 15%)

DRI

TOWN/CITY: WEBSTER

FIRE MARSHAL

21C

STATE

PROJECT NO.:

18B

20243903.0002 TOWN ASSESSOR

VE

21D

PLANNING BOARD CHAIRMAN

COUNTY

MONROE

ME

TOWN OF WEBSTER STEEP SLOPE ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

UTILITY EASEMENT TO R.G.&E., FRONTIER AND T.W.C. PER LIBER 9767 OF DEEDS, PAGE 667

WATERVIEW PHASE III WEBSTER, NY

TOWN HIGHWAY SUPERINTENDENT

18A

RITI

TOWN OF WEBSTER WOODLOT ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

X

CTV

OHD

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

PROPOSED DECORATIVE FENCE

PROPOSED BUILDING MOUNTED LIGHT OHD

CLIENT:

PROPOSED STORMWATER MANAGEMENT AREA

14C

16'

Jacob Lewis

' 42.4 OHD

D

5/14/2026 9:45 AM

X

OHD

'R

5/8" REBAR FOUND

PROPOSED PARKING COUNT

2" PE GAS (FROM RECORD)

PROPOSED LOCATION OF CHAMBER SYSTEM MT. MG ATER TO THE W R NT RM STO ASEME WEBSTE E OF 336 OF N TOW " PER L. 1958, L. 1 A "E 8 ARE , P.23 & AGE 67 S P MAP

PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE

LAWN AREA

O

STAMP:

PROPOSED BUILDING

PROPOSED EASEMENT LINE

0 11

Y:\PROJECTS-NEW\2024\20243903\20243903.0002\01_CAD-BIM-MODELS\CIVIL\20243903.0002 SITE.DWG

PROPOSED RETAINING WALL. BROADSTONE 6" MEDLEY BY KEYSTONE (TYP)

LP

G 2 RY N I G D O L BUI ED 2-ST BUILDIN ME POS PRO OWNHO IT T 0 UN

OW SN AGE R STO

D

N.T.S.

15A

PROPOSED GUTTER

PROPOSED POST TOP LIGHT (TYP)

OH

N/F LEGACY DEVELOPMENT CO. INC. T.A. NO. 093.060-03-64.21

OHD

LAWN AREA

HD

LOCATION SKETCH

EXISTING EASEMENT LINE

PROPOSED BIO-RETENTION AREA #3

40'

Y WA

TOWN OF WEBSTER

SETBACK

X

OHD

OH

111.1'

1 Y G NG OR IN LDI -ST UILD BUI SED 2 ME B PO HO PRO WN O T D NIT OH

D

OH

PROPOSED SAND FILTER

ITY UTIL O T T N E OF EM EAS TOWN ER P E R TH BSTE PS, WE F MA 58 O 119 6 3 L.3 3 & L. .678 P.2 EDS, P DE OF

EXISTING CENTER LINE ROAD

18.7'

INT

30'

48'

LT

U 10

D OH

EASEMENT LINE (NOT ⅊)

0 1+0

12'

PROPERTY BOUNDARY

15B

PO

GE DRID WIN DR.

PROPOSED ACCESS RAMP WITH DETECTABLE WARNING

14 SPHA A SED NT PO EME PRO PAV

D OH

20.0'

9.5

45'

X

10' 7'

62.

PROPOSED 12' WIDE STORMWATER ACCESS ROAD FOR SAND FILTER ACCESS. SEE DETAIL ON SHEET C 207 FOR ACCESS ROAD SECTION

ITY UN MM ER CO ENT SF C 500 ±1, 66'

40'

10'

20'

2+00

PROPOSED ADA COMPLIANT PARKING SPACES & SIGNAGE PER DETAIL

9.3'

WILLOW

EXISTING BUILDING

X

K AR G P SF DO ,500 ±1

20'

ACTUAL LIMITS OF EXISTING STEEP SLOPES (> 15%)

ACK E SETB

OHD

X

24'

10' SID

OHD

12'

X

3+00

7.9'

X

DHO

3.8'

X

BUILDING 5 PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

X

17.7'

X

OHD

20'

X ALL LEB T K PIC OUR C 4'

44'

OHD

LAWN AREA

ACCESS & DRAINAGE EASEMENT TO THE TOWN OF WEBSTER AT L.11038 OF DEEDS, P.308

54.7' OHD

64'

3' TRANSITION CURB TO GRADE OHD

PROPOSED BIO-RETENTION AREA #2

36.2'

MARITIME DRIVE

OHD

OW SN RAGE STO

PROPOSED 6" REVEAL CONCRETE CURB

25'

PROPOSED ASPHALT DRIVEWAY (TYP)

PROPOSED 4' WIDE STONE STRONG RETAINING WALL

48.6'

62.9'

12'

38.5'

15.4'

'R

OHD

DHO

OHD

105.6'

OHD

PATIO (TYP)

MC EWEN DR.

LEGEND

DOOR (TYP)

D OA YR

PROPOSED 6' WIDE CONCRETE SIDEWALK

BA

DHO

PROPOSED BIO-RETENTION AREA #1

34'

DHO

PROPOSED STONE STRONG RETAINING WALL WITH 4' TALL DECORATIVE BLACK METAL FENCE (TYP)

X

DHO

20'

47.2'

15C

LP

SITE

141.9'

20'

OHD

54.7'

56.3'

OHD

DOOR (TYP)

BUILDING 4 PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

OHD

24'

75' FRONT SETBACK

OHD

BUILDING 6 PROPOSED 2-STORY 6 UNIT TOWNHOME BUILDING

40'

75' FRONT SETBACK

95.4'

OHD

N/F LEGACY DEVELOPMENT CO. INC. T.A. NO. 093.060-03-64.12

LAWN

25' WIDE ACCESS EASEMENT PER AREA L.336 OF MAPS, P.23

10.9'

EXISTING 30' WIDE SANITARY SEWER EASEMENT

PROPOSED ASPHALT DRIVEWAY (TYP)

6.8' OHD

AREA = 572,904 SQ FT OR 13.152 ACRES +/-

'R 10

117

137 'R 4+0 0 PROPOSED 2.5' WIDE CONCRETE GUTTER

'R 10

LOT AR-2

LAWN AREA

MARITIME DR.

LAWN AREA

OHD

15'R

'R

EXISTING 50' WIDE EASEMENT TO MCWA

OHD

N/F THOMAS MC EWEN T.A. NO. 093.060-01-002

CURVE 15 MPH

OHD

EXISTING 10' WIDE INGRESS AND EGRESS EASEMENT CENTERED ON PROPERTY LINE PER LIBER 8923 OF DEEDS, PAGE 565 & LIBER 2328 OF DEEDS, PAGE 519

18C

WEBSTER SEWER DISTRICT

DRAWING NO.:

C 102 DATE:

MAY 2026

HORIZONTAL SCALE 30

DRAINAGE INLET MH TG=393.92' N.INV=387.52' E.INV=387.67' S.INV=388.32'

18" CM P

IL 8" T

31 LF 12" CPP @ 3.42%

CB TG=359.59' SW.INV=391.94'

210 LF 15" CMP @ ?%

E

41 LF 8" PVC @ 2.20%

55 LF 15" CMP @ 1.38%

191 LF 15" CMP @ 4.83%

If you excavate anywhere in New York State, except NYC or Long Island, call

46 LF 15" CMP @ 10.15%

5/8" REBAR FOUND

Dig Safely. New York

15" CMP

1-800-962-7962 i-Notice = www.DigSafelyNewYork.com

HH WATER METER

35 LF 8" PVC @ 1.11%

MC EWEN DRIVE

SMH RIM=396.03' NE.INV=387.58' W.INV=387.58'

49 LF 36" RCP @ 0.59%

TG=394.85' SW.INV =390.95'

9 LF 15" CMP @ 1.11%

DMH RIM=410.05' S.INV=405.15' E.INV=404.75' W.INV=404.55'

1" PIPE FOUND

DRAINAGE INLET MH TG=422.99' E.INV=413.99' W.INV=413.99'

24 LF 15" CMP @ 2.33% 2" PE GAS MAIN

8" VC P 42 LF 12" CMP @ 6.26%

N/F THOMAS MC EWEN T.A. NO. 093.060-01-002

DRAINAGE INLET MH TG=395.53' NE.INV=390.88' E.INV=388.43' W.INV=388.43'

HYD WV WV

STEEL GUARDRAIL EXISTING 10' WIDE INGRESS AND EGRESS EASEMENT CENTERED ON PROPERTY LINE PER LIBER 8923 OF DEEDS, PAGE 565 & LIBER 2328 OF DEEDS, PAGE 519

SCALE

1"=30' SMH RIM=395.49' N.INV=377.59' S.INV=377.59' E.INV=387.19' E.INV=379.49' W.INV=379.49' N/F 436 MCEWEN DR. PUMP STATION 5/8" REBAR FND

SMH RIM=394.74' N.INV=380.39' E.INV=380.39'

SMH RIM=397.78' N.INV=377.88' S.INV=377.88'

CURVE 15 MPH

CB TG=409.96' N.INV=405.86'

FORCE MAIN

EXISTING TREE LINE

14" CL52 DIP SAN. FORCE MAIN (APPROXIMATE)

DRAINAGE INLET MH TG=410.20' NW.INV=405.25' S.INV=405.30'

DRAINAGE INLET MH TG=424.36' E.INV=418.66' W.INV=418.66'

FORCE MAIN

EXISTING 50' WIDE EASEMENT TO MCWA

14" CL52 DIP SAN. FORCE MAIN (APPROXIMATE)

PROPERTY BOUNDARY REPUTED FM EMERGENCY BYPASS VALVE CONNECTION

6" DI STAND PIPE 117 LF 30" RCP @ 0.04%

LOT AR-2

EXISTING CENTER LINE ROAD

CB TG=423.24' S.INV=418.79'

EXISTING BUILDING EXISTING EASEMENT LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR

AREA = 572,904 SQ FT OR 13.152 ACRES +/HYD

25' WIDE ACCESS EASEMENT PER

HYD

WV

L.336 OF MAPS, P.23

EXISTING WATER SERVICE HYDRANT & VALVE MC EWEN DR.

EXISTING SANITARY SEWER AND MANHOLE

SMH RIM=398.78' N.INV=377.93' S.INV=377.93'

SITE

EXISTING ELECTRIC LINE LP

15B

EXISTING LIGHT POLE

TRANS

EXISTING TRANSFORMER

CTV

EXISTING CTV

EM

EXISTING ELECTRIC METER

HHE

REMOVE EXISTING TREES & BRUSH

MARITIME DR.

D OA YR

LP HHE

BA

EXISTING SIGN

EXISTING 30' WIDE SANITARY SEWER EASEMENT

N/F LEGACY DEVELOPMENT CO. INC. T.A. NO. 093.060-03-64.12

EXISTING STORM SEWER CB, MH & INLET MH

168 LF 12" CPP @ 3.31%

WILLOW

PO

INT

Y WA

GE DRID WIN DR.

EXISTING ELECTRIC HANDHOLE

TOWN OF WEBSTER

EXISTING GAS VALVE

LOCATION SKETCH

EXISTING GAS MAIN

N.T.S.

EXISTING TREE/BRUSH LINE STAMP:

15A

PROPOSED TREE LINE

TREE LINE

TREES / BRUSH TO BE REMOVED EXISTING FEATURE TO BE REMOVED TOWN OF WEBSTER WOODLOT ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

WV HYD

TOWN OF WEBSTER STEEP SLOPE ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

196 LF 30" RCP @ 0.14%

ACTUAL LIMITS OF STEEP SLOPES

CB TG=417.43' E.INV=413.68'

LE

107 LF 24

TH G PA

TIN EXIS

REMOVE AND DISPOSE OF EXISTING 24" CMP PIPE

ACTUAL LIMITS OF EXISTING STEEP SLOPES (> 15%)

REMOVE AND DISPOSE OF EXISTING CB

ND NE ECPP ' 24" 381.13 CPP INV= ND 12" E 5 E 5 N 381. CPP INV= LF 24" 66 67% @ 1.

NO TRESPASSING DEAD END

387.29'

CB TG=386.96' N.INV=384.46'

WINDBRIDGE DRIVE HHE

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND ARTICLE 147 SECTION 7307, THESE PLANS ARE COPYRIGHT PROTECTED. ©

N/F WATERVIEW AT WILLOW POINT, LLC T.A. NO. 093.060-03-63.1

402.97'

P@ CM D% F 8" 49 L ERMINEASSING T NDE TRESP

62 LF 12" CPP @ 4.69%

U

WV HYD

58 LF 2 4" CPP

NO

E) CAT

O

(REL

DMH390.78' 3' TG= =382.2 ' V N.IN =384.78 8' V .6 E.IN V=382 IN SW.

DMH TG=412.28' N.INV=DID NOT MEASURE N.INV=408.48' E.INV=407.98' W.INV=407.98'

HHE

W

W ILLO

T OIN

Y WA

P

HHE @ PP " C ED% 4 2 IN LF 85 ETERM D UN

18A

21D

21C

UTILITY EASEMENT TO R.G.&E., FRONTIER AND T.W.C. PER LIBER 9767 OF DEEDS, PAGE 667

TOWN ENGINEER

EXISTING CONDITIONS & DEMOLITION PLAN WATERVIEW PHASE III WEBSTER, NY

PLANNING BOARD CHAIRMAN

TOWN HIGHWAY SUPERINTENDENT

TOWN/CITY: WEBSTER COUNTY: MONROE

STATE

PROJECT NO.:

FIRE MARSHAL

18B

20243903.0002 DRAWING NO.:

VE

' SMH 391.28 43' = RIM 378.

' V= N.IN =378.43 ' V 3 N 6 I . . 0 S =38 .58' V N I E. 82 8' V=3 E.IN =380.7 V N I . W

CB 403.23' 88' TG= V=399. W.IN

DRI

' DMH 395.30 65' = RIM V=387. ' NE.IN =387.15 ' 5 V E.IN =387.1 V W.IN

4% @ 9.0

400.64'

LP

@ 4.95 %

TOWN OF WEBSTER STEEP SLOPE ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

P 8" CP 8 LF 1

ME

MB

413.79'

APPROVALS

HHE

RITI

LP

15" CMP

MA

DB-3.1 EX. DMH TG=383.62' N.INV=379.42' NE.INV=379.72' TOWN OF WEBSTER WOODLOT ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

388.33'

TO ITY UTIL MENT OF E EAS TOWN ER THE STER P APS, B WE 6 OF M 958 L.33 & L.11 P.678 , 3 P.2 EEDS D OF

DESCRIPTION

JDL PER TOWN COMMENTS

PM GAS N-S

P

02/28/25

46 LF 8" CMP @ 5.43%

CM F 8" 37 L 97% @ 9.

EDMUND MARTIN, P.E. ANDREW BURNS, P.E. JACOB LEWIS, E.I.T.

2" PE GAS (FROM RECORD)

CB 83' 6 39 . TG= 92.33' V=3 W.IN

PROJECT MANAGER PROJECT ENGINEER DESIGNER

TRANS CTV

CB TG=413.00' E.INV=411.10' PM GAS N-S

REMOVE AND DISPOSE OF 8" CMP PIPE

(585) 325-1000 FAX: (585) 325-1691

EM

DMH401.19' 9' TG= =396.1 ' V E.IN =393.69 ' V E.IN =393.69 V W.IN

242 WEST MAIN ST., SUITE 100 ROCHESTER, NY 14614

PM GAS E-W

REMOVE AND DISPOSE OF EXISTING TREE

REMOVE AND DISPOSE OF EXISTING DMH

HHE

CB TG=413.83' E.INV=411.03' S.INV=410.98'

LP

202 LF 30" RCP @ 0.11%

EX. CB TG=383.61' S.W.INV=381.71'

5/8" REBAR FOUND

TEL

REMOVE AND DISPOSE OF EXISTING TREE

23 LF 8" CMP @ 8.68%

T. GM ER M THE T A O W R NT T RM STO ASEME WEBSTE E F F O 36 O , N 3 . W L TO " PER 1958 1 E " . L A 8 ARE , P.23 & AGE 67 S P MAP

HHE

10.1'

N/F LEGACY DEVELOPMENT CO. INC. T.A. NO. 093.060-03-64.21

14B

2 5.4

111.1'

Passero Associates

CTV

ITY UTIL O T T EN OF EM EAS TOWN ER P THE BSTER PS, WE F MA 58 19 6O L.33 3 & L.1 .678 P.2 EDS, P DE OF

EASEMENT LINE (NOT ⅊)

183 LF 12" CPP @ UNDETERMINED%

NO. DATE BY

TRANS.

RIM=386.31' N.INV=378.21' S.INV=378.21'

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

14C

28 LF 8" CMP @ 0.25%

REMOVE AND DISPOSE OF EXISTING 12" CPP PIPE SMH

CLIENT:

CB TG=417.32' E.INV=413.47' W.INV.=413.57'

28 LF 8" CMP @ 0.39%

MARITIME DRIVE

HO

% " RCP @ 7.85

CP

5/14/2026 9:45 AM

78 LF 24" CMP @ 26.90%

2" F1 2L 13

Y:\PROJECTS-NEW\2024\20243903\20243903.0002\01_CAD-BIM-MODELS\CIVIL\20243903.0002 DEMO.DWG

DRAINAGE INLET MH TG=358.66' E.INV=350.46' W.INV=350.46'

ACCESS & DRAINAGE EASEMENT TO THE TOWN OF WEBSTER AT L.11038 OF DEEDS, P.308

LP HHE

REMOVE AND DISPOSE OF EXISTING POND CONTROL STRUCTURE

DRAINAGE MH RIM=377.86' S.INV=372.26' E.INV=358.86' W.INV=358.86'

20.0'

Jacob Lewis

.5'Ø ' CS 4 382.84 4' = 8 IM R 379. 84' = V N.IN V=379. SE.IN

DMH RIM=421.38' N.INV=413.23' S.INV=412.83' W.INV=412.43'

C 103

TOWN ASSESSOR

18C

DATE:

WEBSTER SEWER DISTRICT

MAY 2026

HORIZONTAL SCALE DRAINAGE INLET MH TG=393.92' N.INV=387.52' E.INV=387.67' S.INV=388.32'

P CM 18"

SMH RIM=395.49' N.INV=377.59' S.INV=377.59' E.INV=387.19' E.INV=379.49' W.INV=379.49'

WASTE SITE NOTE:

DRAINAGE INLET MH TG=395.53' NE.INV=390.88' E.INV=388.43' W.INV=388.43'

ILE 8" T

31 LF 12" CPP @ 3.42%

SMH RIM=394.74' N.INV=380.39' E.INV=380.39'

CB TG=359.59' SW.INV=391.94'

210 LF 15" CMP @ ?%

191 LF 15" CMP @ 4.83% 15" CMP

35 LF 8" PVC @ 1.11%

MC EWEN DRIVE

SMH RIM=396.03' NE.INV=387.58' W.INV=387.58'

CB TG=409.96' N.INV=405.86'

FORCE MAIN

SMH 24 LF 8" SDR-35 14" CL52 DIP SAN. FORCE MAIN (APPROXIMATE) RIM=397.78' SAN @ 2.00% N.INV=377.88' S.INV=377.88' (PRIVATE)

DRAINAGE INLET MH TG=410.20' NW.INV=405.25' S.INV=405.30'

1. ANY EXISTING MANHOLES THAT WILL END UP IN NEW PAVED ROADS NEED TO BE INSPECTED BEFORE AND AFTER. ANY REHABILITATION OF THESE MANHOLES IS TO BE COMPLETED BY THE DEVELOPER AT THE DIRECTION OF THE TOWN 2. WATER SERVICE TO BE INSTALLED IN NATIVE SOILS.

DRAINAGE INLET MH TG=424.36' E.INV=418.66' W.INV=418.66'

FORCE MAIN

SANITARY WYE CONNECTION. (TYP.)

Dig Safely. New York

1-800-962-7962 i-Notice = www.DigSafelyNewYork.com

LEGEND

S-2 (4' DIA MH) RIM=412.00 W INV=405.00

14" CL52 DIP SAN. FORCE MAIN (APPROXIMATE)

If you excavate anywhere in New York State, except NYC or Long Island, call

NOTES:

HH WATER METER

49 LF 36" RCP @ 0.59%

TG=394.85' SW.INV =390.95'

CORE AND CONNECT TO EX. MANHOLE WITH INSIDE DROP CONNECTION INV=393.27

55 LF 15" CMP @ 1.38%

46 LF 15" CMP @ 10.15%

SCALE

1"=30'

IF SUSPICIOUS AND/OR HAZARDOUS MATERIAL IS ENCOUNTERED DURING CONSTRUCTION, ALL WORK SHALL STOP AND THE MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH AND THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SHALL BE NOTIFIED IMMEDIATELY. WORK SHALL NOT RESUME UNTIL THE DEVELOPER HAS OUTLINED APPROPRIATE ACTION FOR DEALING WITH THE WASTE MATERIAL AND THE DEVELOPMENT PLANS ARE MODIFIED AS MAY BE NECESSARY.

24 LF 15" CMP @ 2.33% 2" PE GAS MAIN

8" VC P 41 LF 8" PVC @ 2.20%

DRAINAGE INLET MH TG=422.99' E.INV=413.99' W.INV=413.99'

9 LF 15" CMP @ 1.11%

DMH RIM=410.05' S.INV=405.15' E.INV=404.75' W.INV=404.55'

HYD WV WV

42 LF 12" CMP @ 6.26%

PROPERTY BOUNDARY

EXISTING EASEMENT

DA-3.2 (2'X2' CB) TG=396.50 E INV=393.00

117 LF 30" RCP @ 0.04%

26 LF 12" HDPE STM.@ 0.27%

REPUTED FM EMERGENCY BYPASS VALVE CONNECTION

274 LF 8" SDR-35 SAN @ 4.01% (PRIVATE)

S-1 (4' DIA MH) RIM=398.50 E INV=394.00 NW INV=393.75 CO

SANITARY WYE CONNECTION. (TYP.)

DB-5 (YARD DRAIN) TG=407.50

EXISTING WATER SERVICE & VALVE

DB-6 (YARD DRAIN) TG=407.50

CO

FOREBAY

CO

RIM= 394.90 W INV = 380.85 BOTTOM OF CHAMBER= 378.53

23 LF 12" HDPE STM.@ 13.65%

8" DIP COMBINED WATER SERVICE

202 LF 30" RCP @ 0.11%

58 LF 30" HDPE STM.@ 0.25%

FOREBAY

AL E W 6% L G .5 SIN 18 2" M.@ 1 LF ST

DA-1 12" END SECTION INV=357.00

R ETE MD Z N E P E R N C& PP 3' 4" .1

D

2 381 CPP CO CB INV= ND 12" E 5 E 5 N . 83' 1 P 6 8 P 3 C 39 . INV= LF 24" TG= 92.33' 66 67% V=3 W.IN @ 1.

34 LF 12" HDPE STM.@ 6.10% CONNECT TO EX. SANITARY MAIN WITH INSERT-A-TEE (TYP)

PE HD % " 5 12 0.2 LF .@ 28 TM S

CO

CB TG=386.96' N.INV=384.46' LP

CONNECT TO PIPE END AT 381.13 8 LF 12" HDPE 62STM.@ LF 12" 4.69% CPP @ 4.69% CONNECT TO PIPE END AT 381.55 DD-2 (2'X2' CB) WV TG=386.00 HYD SW INV=383.00

HHE

P@ CM F 8" INED% L 9 4 M ETER UND

8" CL 52 ZINC COATED COMBINED WATER SERVICE 58 LF 2

W

FOREBAY

X

N 87 5' V=3 E.IN =387.1 V IN . W

' V= N.IN =378.43 ' V 3 N 6 I . . S 380 8' = V 5 N E.I 82. 8' V=3 E.IN =380.7 V W.IN

X

CONTRACTOR TO COORDINATE PEDESTAL RELOCATION WITH UTILITY COMPANY

Director of Public Health

______________________________________________________

___________________________________________________

Public Health Engineer

Date

Public Health Engineer

CLIENT

Date

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

MONROE COUNTY HEALTH DEPT.

242 WEST MAIN ST., SUITE 100 ROCHESTER, NY 14614

(585) 325-1000 FAX: (585) 325-1691

PROJECT MANAGER PROJECT ENGINEER DESIGNER

EDMUND MARTIN, P.E. ANDREW BURNS, P.E. JACOB LEWIS, E.I.T.

NO. DATE BY 1

02/28/25

DESCRIPTION

JDL PER TOWN COMMENTS

2 3 4

LP

CB TG=413.00' E.INV=411.10'

46 LF 8" CMP @ 5.43%

APPROVALS

MP

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND ARTICLE 147 SECTION 7307, THESE PLANS ARE COPYRIGHT PROTECTED. ©

15" CMP

UTILITY PLAN

TOWN ENGINEER

P@ 8" CP 8 LF 1

AY

TW

9.04%

DMH TG=412.28' N.INV=DID NOT MEASURE N.INV=408.48' E.INV=407.98' W.INV=407.98'

CB 403.23' 88' TG= V=399. W.IN

LP

PLANNING BOARD CHAIRMAN

TOWN HIGHWAY SUPERINTENDENT

WATERVIEW PHASE III WEBSTER, NY

FIRE MARSHAL

HYDRANT FLOW DATA

LOCATION: NAUTICAL MILE DRIVE DATE: NOVEMBER 18, 2024 ELEVATION: 423

VE

FOR A QUOTED AMOUNT TO THE OWNER. CONTRACTOR TO SUPPLY H 30' DMAND DISINFECTION/SAMPLING TAPS 5' 395. IM= =387.6 R V PERFORM PERMANENT RESTORATIONS. .15' E.IN

Director of Public Health

TRANS CTV

C F 8" 37 L 97% . 9 @

HHE @ PP " C ED% 4 2 IN LF 85 ETERM D UN

These plans for Public Sanitary Sewer Extension / Improvement are hereby approved pursuant to Article 17 of the NYS Environmental Conservation Law subject to conditions of Approval

CB TG=413.83' E.INV=411.03' S.INV=410.98'

2" PE GAS (FROM RECORD)

IN

PROPOSED 4" CPP @ 4.95% SAMPLING/DISINFECTION H ' 8 M 7 . D 0 ' 9 3 3 (TYP) TG= =382.2 TAP ' V N.IN =384.78 8 ' MCWA TO EXCAVATE, INSTALL 8X8" 6 V . E.IN V=382 IN TS&V, PERFORM TAP, AND BACKFILL . W S

' SMH 391.28 43' = RIM 378.

HHE

PO W O ILL

These plans for Public Water System Extension / Improvement are hereby approved pursuant to 10NYCRR5 of the State Sanitary Code subject to conditions of Approval

Passero Associates

HHE

MINIMUM 18-INCH VERTICAL SEPARATION AT ALL WATER AND SEWER CROSSINGS

Monroe County Department of Public Health

EM

DRI

TOWN OF WEBSTER STEEP SLOPE ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

DD-1 (2'X2' CB) TG=386.00 NE INV=382.93 N INV=382.93

CTV TEL

ME

MB

PROPOSED 6" RELIEF DRAIN TO OUTSIDE AT 12" MIN. ABOVE F.G. WITH RODENT SCREEN, FLAPPER VALVE, AND 12"x12" MIN. SPLASH PAD

Monroe County Department of Public Health

RITI

TOWN OF WEBSTER WOODLOT ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

ACTUAL LIMITS OF EXISTING STEEP SLOPES (> 15%)

W

183 LF 12" CPP @ UNDETERMINED%

HHE

TRANS.

DMH401.19' 9' TG= =396.1 ' V E.IN =393.69 ' V E.IN =393.69 V W.IN

CO

8 LF 24" HDPE STM.@ 1.73%

W

Jacob Lewis 5/14/2026 9:45 AM

RIM= 389.00 E INV = 380.85 S INV = 380.85 BOTTOM OF CHAMBER= 378.53

6" SDR-21 STORM DRAIN (TYP)

6" SDR 21 SANITARY LATERAL @ 2.00% MIN

D-1 (4' DIA MH) RIM=397.30 SE INV=380.99 S INV=381.16 W INV=380.99

Sanitary Sewer Approval

28 LF 8" CMP @ 0.25%

4" DIP COMBINED WATER SERVICE

CB TG=417.32' E.INV=413.47' W.INV.=413.57'

28 LF 8" CMP @ 0.39%

MA

Y:\PROJECTS-NEW\2024\20243903\20243903.0002\01_CAD-BIM-MODELS\CIVIL\20243903.0002 UTIL.DWG

FILTER

DAYLIGHT 8" STORM LATERAL TO FOREBAY

W

4" DIP COMBINED WATER SERVICE

DA-2 (4' DIA INLET MH) TG=391.50 NW INV=375.00 SW INV=375.00

SAND

DA-8 (2'X2' CB) TG=401.50 N INV=397.00

PROPOSED VALVE (TYP)

E DP LH

PROPOSED 6" PVC UNDERDRAIN (TYP)

W

B

RE FO

PROVIDE THRUST BLOCKS AT TEES AND BENDS (TYP)

100 LF 12" HDPE STM.@ 13.86% OS-1 (2'X2' CB) RIM=355.70 NW INV=350.60 S INV=353.50

AY

W

SMH RIM=386.31' N.INV=378.21' S.INV=378.21'

DB-7 (YARD DRAIN) TG=407.50

W

PROPOSED STORMTECH SC-7200 CHAMBER SYSTEM

20 LF 24" HDPE STM.@ 100.53%

LP HHE

W

E DP "H 18 .25% 0 LF 57 M.@ ST

DA-4 (2'X2' CB) TG=395.50 NE INV=392.00 W INV=392.00 CONNECT TO EXISTING MANHOLE AT 358.86

DMH RIM=421.38' N.INV=413.23' S.INV=412.83' W.INV=412.43'

4" DIP COMBINED WATER SERVICE

BIO-RETNETION #3

DA-5.1 (2'x'2 CB) TG=400.50 SW INV=396.77 NW INV=396.77

P @ 7.85% 107 LF 24" RC

DB-9 (YARD DRAIN) TG=408.50

DA-5.2 12" END SECTION INV=396.80

W

DRAINAGE MH RIM=377.86' S.INV=372.26' E.INV=358.86' W.INV=358.86'

CB TG=417.43' E.INV=413.68'

Date

Watermain Approval

DB-10 (YARD DRAIN) TG=408.50

X

PROPOSED UNDERDRAIN

Signature

MARITIME DRIVE

W 6" SDR 21 SANITARY LATERAL @ 2.00% MIN

WV HYD

8" SDR 21 PVC STORM LATERAL (TYP)

4" DIP COMBINED WATER SERVICE

142 LF 12" HDPE STM.@ 0.25%

Conforms to Monroe County Pure Waters Master Plan

W

CO

CONNECT TO EXISTING INLET MANHOLE AT 350.46

X

YD

" HDPE 66 LF 12 6% .2 .@ STM 0

" 12 .86% 2 LF 4 @ 14 TM. S

CO

TG=395.50 N INV=388.86 E INV=388.86 SE INV=388.86

DRAINAGE INLET MH TG=358.66' E.INV=350.46' W.INV=350.46'

6" SDR 21 SANITARY LATERAL @ 2.00% MIN

STAMP:

Review Number ____________

DB-11 (YARD DRAIN) TG=408.50

X

DB-6 (YARD DRAIN) TG=391.50 DA-3 (4' DIA INLET MH)

X

E

W HDP

DB-1 (YARD DRAIN) TG=416.50

PROPOSED 6" PVC UNDERDRAIN (TYP)

X

W

DA-3.1 (4' DIA INLET MH) TG=397.00 N INV=389.03 S INV=389.03

X

W

X

4" DIP COMBINED WATER SERVICE 196 LF 30" RCP @ 0.14%

X

DA-5 (2'X2' CB) TG=400.50 W INV=396.11 SE INV=396.42 NE INV=396.37 SW INV=396.11

Y

WA

N.T.S. Irondequoit Bay South Central Pure Waters District

X

INT

LOCATION SKETCH

ACTUAL LIMITS OF STEEP SLOPES

X

W

35 LF 12" HDPE STM.@ 0.32%

PO

TOWN OF WEBSTER

DAYLIGHT 8" STORM LATERAL TO FOREBAY

X

H

WILLOW

GE DRID WIN DR.

TOWN OF WEBSTER STEEP SLOPE ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

X

4" DIP COMBINED WATER SERVICE

SITE

TOWN OF WEBSTER WOODLOT ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

BIO-RETENTION #2 61 LF 12" HDPE STM.@ 0.30%

PE " HD % 2 1 LF .25 92 .@ 0 STM

MC EWEN DR.

EXISTING SIGN

E 2" HDP 86 LF 1 .25% 0 STM.@

18" MIN. VERTICAL SEPARATION BETWEEN WATER SERVICE AND ALL UTILITY CROSSINGS (TYP.)

PROPOSED LIGHT POLE

DA-7 (2'X2' CB) TG=401.50 S INV=396.78 W INV=396.78

X

PROPOSED HYDRANT ASSEMBLY

PROPOSED UNDERGROUND ELECTRIC

E

EXISTING GAS MAIN

DA-6 (2'X2' CB) TG=401.50 E INV=396.60 SW INV=396.60

W

CO

E

DB-4 (YARD DRAIN) TG=407.50

70 LF 8" PVC STM.@ 0.40%

D

EXISTING ELECTRIC LINE

EXISTING LIGHT POLE

BIO-RETENTION #1

6" SDR 21 SANITARY LATERAL @ 2.00% MIN

PROPOSED SANITARY SEWER & MH

LP HHE

CO

DB-2 (YARD DRAIN) TG=418.50

DAYLIGHT 8" STORM LATERAL TO FOREBAY

DA-5.3 (2'X2' CB) TG=398.50 N INV=396.22 E INV=396.22

EXISTING SANITARY SEWER & MH

S

6" SDR 21 SANITARY LATERAL @ 2.00% MIN

DA-5.4 (YARD DRAIN) RIM=398.50 S INV=396.50

PROPOSED SANITARY CLEAN OUT (TYP)

S

WV

4" DIP COMBINED WATER SERVICE

183 LF 12" HDPE STM.@ 2.13%

W

168 LF 12" CPP @ 3.31%

D OA

SMH RIM=398.78' N.INV=377.93' S.INV=377.93'

PROPOSED WATER SERVICE HYDRANT AND VALVE PROPOSED WATER LATERAL

W

HYD

6" SDR 21 SANITARY LATERAL @ 2.00% MIN

PROPOSED STORM SEWER, CB & MH

YR BA

DB-8 (4' DIA DRY WELL) RIM=385.00

ST D

DB-3 (YARD DRAIN) TG=418.50

CO DA-3.3 (2'X2' CB) TG=396.50 W INV=392.93 S INV=392.93

EXISTING STORM SEWER, CB & MH

CB TG=423.24' S.INV=418.79'

6" SDR 21 SANITARY LATERAL @ 2.00% MIN

S

MARITIME DR.

S

P. STATIC = 68 psi P. RESIDUAL = 64 psi Q OBSERVED = 1,274 gpm Q psi 20 PSI = 4,674 gpm

The pressure and flow data provided herein represents the actual values at this location in the distribution system on this date and time. These values can vary greatly depending on demands, operational parameters, system configurations, subsequent modifications and other related criteria. If specific values or ranges of hydraulic data for flows and/or pressures will be required, we strongly urge you to contact the MCWA's Engineering Department to evaluate whether this location in the water system can satisfy the special needs. Contact: Tod Ferguson, Technical Support Supervisor (585) 442-2001, Ext 234 E-mail: tod.ferguson@mcwa.com

TOWN/CITY: WEBSTER

TOWN ASSESSOR

COUNTY

MONROE

STATE

PROJECT NO.:

20243903.0002

WEBSTER SEWER DISTRICT

DRAWING NO.:

C 104

MONROE COUNTY WATER AUTHORITY DATE:

MAY 2026

HORIZONTAL SCALE DRAINAGE INLET MH TG=393.92'

SMH RIM=395.49' DRAINAGE INLET MH TG=395.53'

SCALE

1"=30'

DRAINAGE INLET MH TG=422.99' DMH RIM=410.05'

LEGEND PROPERTY BOUNDARY

SMH RIM=394.74'

HYD WV WV

EXISTING EASEMENT EXISTING MAJOR CONTOUR

HH WATER METER

CB TG=409.96'

DRAINAGE INLET MH TG=424.36'

DRAINAGE INLET MH TG=410.20'

EXISTING SPOT ELEVATION

TG=394.85' SMH RIM=397.78'

S-1 RIM=398.50 4' DIA MH

396

401

411

402

397

521

PROPOSED MINOR CONTOUR

TC:492.9 BC:492.4

S-2 RIM=412.00 4' DIA MH

492X7

408

407

405

PROPOSED CHECK DAM, RIP RAP CB TG=423.24'

S

SF

PROPOSED STORM CB & END SECTION

408

421

420

PROPOSED HYDRANT & VALVE HYD WV

398

DB-6 TG=407.50 YARD DRAIN

DB-3 TG=418.50 YARD DRAIN

S

EXISTING SANITARY SEWER & MH

S

PROPOSED SANITARY SEWER & MH PROPOSED LIGHT POLE

LP HHE

DB-5 TG=407.50 YARD DRAIN

FP=400.0'

X DA-8 TG=401.50 2'X2' CB

4 FP=

395

DB-9 TG=408.50 YARD DRAIN

7 41

408

5 40 06 7 4 40 408

403404

415

365

360

414 413

39 1

393 39 2

5 6

CB TG=413.00'

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND ARTICLE 147 SECTION 7307, THESE PLANS ARE COPYRIGHT PROTECTED. ©

39 4

38 6

DD-2 TG=386.00 2'X2' CB

HHE

LOW L I W

CB TG=386.96'

INT PO

AY

WV HYD

DMH390.78' TG=

DMH TG=412.28'

APPROVALS

W

CB 403.23' TG=

LP

HHE

TOWN ENGINEER

WATERVIEW PHASE III WEBSTER, NY

PLANNING BOARD CHAIRMAN

ME

RITI

DD-1 LP TG=386.00 HE 2'X2' CB H

GRADING PLAN

HHE

398

STABILIZED CONSTRUCTION ENTRANCE

TOWN OF WEBSTER WOODLOT ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

VE

' DMH 395.30 = RIM

TOWN OF WEBSTER STEEP SLOPE ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

DRI

ACTUAL LIMITS OF EXISTING STEEP SLOPES (> 15%)

DESCRIPTION

JDL PER TOWN COMMENTS

MA

DA-1 12" END SECTION INV=357.00

396

395

RIP RAP LINED EMERGENCY SPILLWAY ELEV: 356.50

PROPOSED RIP RAP OUTLET PROTECTION

84 385 386 387 388

02/28/25

7 38

3 38 RIP RAP LINED OVERFLOW: 356.30

38 7

388

2 38

EDMUND MARTIN, P.E. ANDREW BURNS, P.E. JACOB LEWIS, E.I.T.

399

389

DA-2 TG=391.50 4' DIA INLET MH

412

1 38

PROJECT MANAGER PROJECT ENGINEER DESIGNER

TOP OF BERM ELEV

356.80

(585) 325-1000 FAX: (585) 325-1691

TRANS CTV

LP

404

400

397

242 WEST MAIN ST., SUITE 100 ROCHESTER, NY 14614

NO. DATE BY

401 402

D

390

CB TG=413.83'

356

HHE

1 41

355

Passero Associates

408 DMH401.19' TG=

D-1 (4' DIA MH) RIM=397.30 SE INV=380.99 S INV=381.16 W INV=380.99

391

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

CTV

402 398

1 41

CLIENT:

EM

PROVIDE PLASTIC WATERPROOF MEMBRANE IN BERM ON SAND FILTER

TEL

392

7 37

PROPOSED RIP RAP SLOPE STABILIZATION

03.0

FP=4

SAND FILTER SURFACE

355.00

FP=4

410

0 393

OS-1 TG=355.70 2'X2' CB

409

5 37

05.0

FP=4

9.0'

. 398 FP=

1+0

SMH RIM=386.31' 74

DA-5.2 12" END SECTION INV=396.80

0 FP=4 07.0

2 40

397

36 5

360

5/14/2026 9:46 AM

1 RIP RAP LINED OVERFLOW: 401.5

394

356

Y:\PROJECTS-NEW\2024\20243903\20243903.0002\01_CAD-BIM-MODELS\CIVIL\20243903.0002 GRAD.DWG

398

399

DA-5.1 TG=400.50 2'x'2 CB

398

EXISTING SAN. MH TO BE ADJUSTED TO GRADE

373

Jacob Lewis

PROPOSED LOCATION OF CHAMBER SYSTEM

CONTRACTOR TO USE BIONET S150BN ROLLED EROSION CONTROL BLANKETS BY NORTH AMERICAN GREEN OR APPROVED EQUAL

CB TG=417.32'

LP HHE

0 00.

DA-3 TG=395.50 4' DIA INLET MH

DMH RIM=421.38'

DB-7 TG=407.50 YARD DRAIN

DRAINAGE MH RIM=377.86'

EXISTING CB TO BE PROTECTED (TYP)

. 403 FP=

402 401

397

DRAINAGE INLET MH TG=358.66'

X

396

375

CONTRACTOR TO USE BIONET S150BN ROLLED EROSION CONTROL BLANKETS BY NORTH AMERICAN GREEN OR APPROVED EQUAL

DB-1 TG=416.50 YARD DRAIN

CB TG=417.43'

398

2+00

PROPOSED 4' WIDE STRONG STONE RETAINING WALL (TYP)

HYD

X

401

399

396

WV

X

3+00

396

395

394

385

DA-4 TG=395.50 2'X2' CB

417

DB-10 TG=408.50 YARD DRAIN

398

LOCATION SKETCH

MARITIME DRIVE

X

402

X

TOWN OF WEBSTER

FP IS GARAGE PAD ELEVATION AT THE GARAGE DOOR.

N.T.S.

RIP RAP LINED OVERFLOW

401.5

380

FP=420.0'

W/O=411.0' W/O=409.0'

X

Y

WA

STAMP:

FP=418.0'

X

X 403

INT

.0'

X

393

397

X

DA-5 TG=400.50 2'X2' CB

INLET PROTECTION (TYP)

PO

418

400

DA-3.1 TG=397.00 4' DIA INLET MH

DB-6 TG=391.50 YARD DRAIN

401

DA-5.3 TG=398.50 2'X2' CB

402

401

NOTE:

PROPOSED 1' BROADSTONE 6" MEDLEY BY KEYSTONE RETAINING WALL (TYP)

DB-11 TG=408.50 YARD DRAIN

DA-7 TG=401.50 2'X2' CB

WILLOW

GE DRID WIN DR.

FP=398.0'

409

SITE

ACTUAL LIMITS OF STEEP SLOPES

410

402 401

401

402

FP=396.0'

408

403 402

D

405

MC EWEN DR.

TOWN OF WEBSTER WOODLOT ENVIRONMENTAL PROTECTION OVERLAY DISTRICT TOWN OF WEBSTER STEEP SLOPE ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

404

X

398.0

398.80

409

W/O=389.0'

X

5 38

7 38 8

399

W/O=387.0'

FP=394.0'

419

DB-4 TG=407.50 YARD DRAIN

DA-6 TG=401.50 2'X2' CB

RIP RAP LINED OVERFLOW

401.5

EXISTING SAN. MH TO BE ADJUSTED TO GRADE

DB-8 RIM=385.00 4' DIA DRY WELL

FP=409.0

FP=408.0

EXISTING SIGN

DB-2 TG=418.50 YARD DRAIN

D OA

FP=405.0'

EXISTING LIGHT POLE YR BA

DA-5.4 TG=398.50 YARD DRAIN

FP=406.0

W/O=385.0'

PROPOSED SILT SAC OR SILT FENCE EXISTING STORM MH, CB & END SECTION

419

SMH RIM=398.78'

PROPOSED SPOT ELEVATION PROPOSED INLET PROTECTION

409

399

4+0 0

S

DA-3.3 TG=396.50 2'X2' CB

404

406

400

REPUTED FM EMERGENCY BYPASS VALVE CONNECTION

PROPOSED MAJOR CONTOUR

410

403

SF

DA-3.2 TG=396.50 2'X2' CB

413 412

520

MARITIME DR.

EXISTING MINOR CONTOUR

MC EWEN DRIVE

SMH RIM=396.03'

EXISTING SAN. MH TO BE ADJUSTED TO GRADE

TOWN HIGHWAY SUPERINTENDENT

COUNTY

MONROE

STATE

PROJECT NO.:

FIRE MARSHAL

SMH 391.28 = RIM

TOWN/CITY: WEBSTER

20243903.0002 DRAWING NO.:

C 105

TOWN ASSESSOR

DATE:

WEBSTER SEWER DISTRICT

MAY 2026

HORIZONTAL SCALE 30

P CM 18"

SMH RIM=395.49' N.INV=377.59' S.INV=377.59' E.INV=387.19' E.INV=379.49' W.INV=379.49'

DRAINAGE INLET MH TG=395.53' NE.INV=390.88' E.INV=388.43' W.INV=388.43'

ILE 8" T

31 LF 12" CPP @ 3.42%

SMH RIM=394.74' N.INV=380.39' E.INV=380.39'

CB TG=359.59' SW.INV=391.94'

210 LF 15" CMP @ ?%

HYD WV WV

41 LF 8" PVC @ 2.20%

42 LF 12" CMP @ 6.26%

55 LF 15" CMP @ 1.38%

N.INV=377.88' S.INV=377.88'

6" DI STAND PIPE 117 LF 30" RCP @ 0.04%

191 LF 15" CMP @ 4.83% 15" CMP

CB TG=409.96' N.INV=405.86'

CURVE 15 MPH

FORCE MAIN

SF

SFDIP SAN. FORCE MAIN SF 14" CL52 (APPROXIMATE)

SMH SF RIM=397.78'

SF

MC EWEN DRIVE

SMH RIM=396.03' NE.INV=387.58' W.INV=387.58'

49 LF 36" RCP @ 0.59%

TG=394.85' SW.INV =390.95'

DRAINAGE INLET MH TG=410.20' NW.INV=405.25' S.INV=405.30'

CONSTRUCTION SEQUENCE FOR GRADING AND EROSION CONTROL:

FORCE MAIN

1. 2. 3. 4. 5. 6. 7. 8.

SF

SF (APPROXIMATE) SFCL52 DIP SAN. FORCE MAIN 14"

EXISTING TREE LINE

DRAINAGE INLET MH TG=424.36' E.INV=418.66' W.INV=418.66'

SILT FENCE (TYP)

REPUTED FM EMERGENCY BYPASS VALVE CONNECTION

DISCHARGE POINT

ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER. THE PERMITTEE SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE STONE FILL. CORRECTIVE ACTIONS, AS IDENTIFIED BY THE DEVELOPER'S QUALIFIED SWPPP MONITOR OR A TOWN REPRESENTATIVE, SHALL BE INITIATED WITHIN 24 HOURS OF BEING REPORTED. THE TOWN MAY REVIEW THE PROJECT SITE AT ANY TIME. REVIEW OF EROSION CONTROL MEASURES BY THE TOWN DOES NOT RELIEVE THE DEVELOPER OF HIS OBLIGATIONS UNDER THE NYSDEC SPDES GENERAL PERMIT FOR STORM WATER DISCHARGE FROM CONSTRUCTION ACTIVITY. (GP-0-20-001).

168 LF 12" CPP @ 3.31%

HYD WV

TEMPORARY DRAINAGE SWALE

TEMPORARY DIVERSION SWALE

LP HHE

SF

SEDIMENT BASIN 1 REQUIRED STORAGE: 966 CF (1,000 CF/AC x 0.21 ACRES + 3,600 CF/AC x 0.21 ACRES) PROVIDED STORAGE: 2,574 CF

SF

TOPSOIL STOCKPILE

401

SF

402

402 401

ORANGE CONSTRUCTION FENCING (TYP)

TREE LINE

402

401

SF

PROPOSED BIORETENTION AREA TO BE USED AS TEMPORARY SEDIMENTATION BASINS. BIORETENTION MEDIA NOT TO BE INSTALLED UNTIL SITE IS 80% STABILIZED. (TYP)

SF

SF PROPOSED SILT FENCE (TYP)

SF

196 LF 30" RCP @ 0.14%

WV HYD

SEDIMENT BASIN 2 REQUIRED STORAGE: 1,886 CF (1,000 CF/AC x 0.41 ACRES + 3,600 CF/AC x 0.41 ACRES) PROVIDED STORAGE: 3,373 CF

SF

DOUBLE GIANT SILT SOCK

1. STRIP TOPSOIL ON SLOPE. 2. GRADE SLOPE PER PLAN. CONTRACTOR SHALL TAKE CARE TO NOT OVER EXCAVATE EMBANKMENT. 3. REPLACE TOPSOIL. 4. TRACK TOPSOIL WITH A BULLDOZER IN A DIRECTION PERPENDICULAR TO THE PROPOSED CONTOUR LINES. 5. IMMEDIATELY SEED AND FERTILIZE TOPSOIL PER PLAN. 6. IMMEDIATELY APPLY JUTE MESH BY UNROLLING THE PRODUCT DOWN THE SLOPE. DO NOT STRETCH THE MESH, ALLOWING IT TO FULLY CONTACT THE SOIL. 7. SECURE THE JUTE MESH WITH STAPLES (11 GAUGE - 8"x1"x8") 24" APART THOUGH OUT THE MATTING (APPROXIMATELY 200 STAPLES PER 100 SY). STAPLES SHOULD BE DRIVEN FLUSH WITH THE GROUND. 8. SECURE BEGINNING AND END OF ROLL BY ANCHORING THE MATTING INTO 6" DEEP SLOTS CUT INTO THE SOIL. THEN STAPLE MATTING AT CHECK SLOTS.

MC EWEN DR.

D OA

SF

CONSTRUCTION SEQUENCE FOR STEEP SLOPE STABILIZATION / JUTE MESH INSTALLATION FOR SLOPES OF 1:3 OR GREATER:

REMOVE EXISTING TREES & BRUSH

YR BA

SMH RIM=398.78' N.INV=377.93' S.INV=377.93'

INSTALL SILT FENCE AND GIANT SILT SOCK. INSTALL STABILIZED CONSTRUCTION ENTRANCE AND EMPLOYEE PARKING AREA. CLEAR AND GRUB THE PROJECT IMPROVEMENTS AREAS. CONSTRUCT TEMPORARY DRAINAGE SWALES AS SHOWN. STRIP TOPSOIL AND STOCKPILE FOR LATER USE. USE EXISTING STORMWATER POND FOR TEMPORARY SEDIMENT BASIN. CONSTRUCT SAND FILTER. CONSTRUCT TEMPORARY SEDIMENT BASINS & STORM SEWER.

CB TG=423.24' S.INV=418.79'

TEMPORARY DRAINAGE SWALE

STONE SPILLWAY

46 LF 15" CMP @ 10.15%

HH WATER METER

35 LF 8" PVC @ 1.11%

24 LF 15" CMP @ 2.33% 2" PE GAS MAIN

8" VC P

STEEL GUARDRAIL

SCALE

1"=30'

DRAINAGE INLET MH TG=422.99' E.INV=413.99' W.INV=413.99'

9 LF 15" CMP @ 1.11%

DMH RIM=410.05' S.INV=405.15' E.INV=404.75' W.INV=404.55'

MARITIME DR.

DRAINAGE INLET MH TG=393.92' N.INV=387.52' E.INV=387.67' S.INV=388.32'

SITE

WILLOW

PO

INT

Y

WA

GE DRID WIN DR.

TOWN OF WEBSTER

LOCATION SKETCH N.T.S. STAMP:

LEGEND:

SF

PROPERTY LINE

TREE CUTTINGS STOCKPILE

2" 5.4 2%

USE EXISTING POND AS TEMPORARY SEDIMENT BASIN

36 5

360

SMH RIM=386.31' N.INV=378.21' S.INV=378.21'

STONE EMPLOYEE PARKING AREA AND STABILIZED CONSTRUCTION ENTRANCE

365

355 ND NE ECPP ' 24" 381.13 CPP INV= ND 12" E 5 E 5 N 381. CPP INV= LF 24" 66 67% @ 1.

360

SF

DOUBLE GIANT SILT SOCK

SF CONCRETE WASHOUT AREA

NO TRESPASSING DEAD END

SF

WINDBRIDGE DRIVE HHE

521

MINOR CONTOUR EXISTING MAJOR CONTOUR

INLET PROTECTION SILT SOCK INLET PROTECTION

STONE CB TG=413.83' E.INV=411.03' S.INV=410.98'

TEMPORARY SEDIMENT BASIN

Passero Associates 242 WEST MAIN ST., SUITE 100 ROCHESTER, NY 14614

(585) 325-1000 FAX: (585) 325-1691

PROJECT MANAGER PROJECT ENGINEER DESIGNER

EDMUND MARTIN, P.E. ANDREW BURNS, P.E. JACOB LEWIS, E.I.T.

NO. DATE BY 02/28/25

TRANS CTV

DESCRIPTION

JDL PER TOWN COMMENTS

STOCKPILE AREA

SF P@ CM F 8" INED% L 9 4 M ETER UND

@ CPP F 18" 158 L

TW N I PO

LOW L I P@ W CP D% E 24"

@ 4.95

EROSION CONTROL PLAN

SEQUENCE A

9.04%

CB 403.23' 88' TG= V=399. W.IN

LP

HHE

DMH TG=412.28' N.INV=DID NOT MEASURE N.INV=408.48' E.INV=407.98' W.INV=407.98'

APPROVALS TOWN ENGINEER

TOWN/CITY: WEBSTER TOWN HIGHWAY SUPERINTENDENT

COUNTY

MONROE

STATE

PROJECT NO.:

VE

20243903.0002

FIRE MARSHAL

' SMH 391.28 ' = 8.43 7 RIM 3 =

' V N.IN =378.43 ' V 3 N 6 I . . S 380 8' = V 5 N E.I 82. 8' V=3 E.IN =380.7 V W.IN

WATERVIEW PHASE III WEBSTER, NY

PLANNING BOARD CHAIRMAN

DRI

' DMH 395.30 65' = RIM V=387. ' NE.IN =387.15 ' 5 V E.IN =387.1 V IN . W

TOWN OF WEBSTER STEEP SLOPE ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

HHE

AY

IN LF 85 ETERM D UN

4" CPP

15" CMP

HHE

RIP RAP OUTLET PROTECTION

DMH390.78' 3' TG= =382.2 ' V N.IN =384.78 8' 6 V IN . 382. E INV= SW.

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND ARTICLE 147 SECTION 7307, THESE PLANS ARE COPYRIGHT PROTECTED. ©

P

SF

W

58 LF 2

CB TG=413.00' E.INV=411.10'

CM F 8" 37 L 97% . 9 @

ME

PROPOSED RIP RAP OUTLET PROTECTION

WV HYD

MAJOR CONTOUR

2" PE GAS (FROM RECORD)

RITI

LP

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

46 LF 8" CMP @ 5.43%

MA

TOWN OF WEBSTER WOODLOT ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

62 LF 12" CPP @ 4.69% CB TG=386.96' N.INV=384.46'

SF

CB 3' 96.8 ' 3 = TG 92.33 =3 .INV

SF SILT SOCK INLET PROTECTION

DB-3.1 EX. DMH TG=383.62' N.INV=379.42' NE.INV=379.72'

TEMPORARY DRAINAGE SWALE

LP

DMH401.19' 9' TG= =396.1 ' V E.IN =393.69 ' V E.IN =393.69 V W.IN

SF

EX. CB TG=383.61' S.W.INV=381.71'

HHE

CLIENT:

EM

SEDIMENT BASIN 5 REQUIRED STORAGE: 11,224 CF (1,000 CF/AC x 2.44 ACRES + 3,600 CF/AC x 2.44 ACRES) PROVIDED STORAGE: 11,553 CF

23 LF 8" CMP @ 8.68%

FINISH GRADE AND APPLY JUTE MESH AND PERMANENT STABILIZATION MEASURES.

SEDIMENT BASIN 4 REQUIRED STORAGE: 2,530 CF (1,000 CF/AC x 0.55 ACRES + 3,600 CF/AC x 0.55 ACRES) PROVIDED STORAGE: 4,714 CF

CTV

PROPOSED STORM SEWER

EXISTING MINOR CONTOUR

HHE

TRANS.

TEL

202 LF 30" RCP @ 0.11%

356

PROPOSED SAND FILTER TO BE USED AS TEMPORARY SEDIMENTATION BASIN. SAND MEDIA NOT TO BE INSTALLED UNTIL SITE IS 80% STABILIZED. (TYP)

TEMPORARY DRAINAGE SWALE

SILT FENCE

520

183 LF 12" CPP @ UNDETERMINED%

28 LF 8" CMP @ 0.25%

5/14/2026 9:46 AM

CP

STAGING AREA

SF

CB TG=417.32' E.INV=413.47' W.INV.=413.57'

28 LF 8" CMP @ 0.39%

MARITIME DRIVE

SEDIMENT BASIN 3 REQUIRED STORAGE: 1,104 CF (1,000 CF/AC x 0.24 ACRES + 3,600 CF/AC x 0.24 ACRES) PROVIDED STORAGE: 3,065 CF

F1

TH G PA

356

Y:\PROJECTS-NEW\2024\20243903\20243903.0002\01_CAD-BIM-MODELS\CIVIL\20243903.0002 PHASED GRAD.DWG

@ 7.85% 2L

TIN EXIS

PROPOSED RIP RAP AROUND 3" INLET LE

P 107 LF 24" RC

PROPOSED RIP RAP

HO

78 LF 24" CMP @ 26.90%

ORANGE CONSTRUCTION FENCE

SF

DRAINAGE INLET MH TG=358.66' E.INV=350.46' W.INV=350.46'

LP HHE

.5'Ø ' CS 4 382.84 4' = IM 79.8 4' R 3 = V N.IN V=379.8 SE.IN

Jacob Lewis

DISCHARGE POINT

INLET PROTECTION

SF

DRAINAGE MH RIM=377.86' S.INV=372.26' E.INV=358.86' W.INV=358.86'

402

GIANT SILT SOCK

DMH RIM=421.38' N.INV=413.23' S.INV=412.83' W.INV=412.43'

401

TEMPORARY 12" CULVERT

SILT SOCK INLET PROTECTION (TYP)

CB TG=417.43' E.INV=413.68'

DRAWING NO.:

C 105A

TOWN ASSESSOR DATE:

WEBSTER SEWER DISTRICT

MAY 2026

HORIZONTAL SCALE DRAINAGE INLET MH TG=393.92'

30 SMH RIM=395.49' N.INV=377.59' S.INV=377.59' E.INV=387.19' E.INV=379.49' W.INV=379.49'

DRAINAGE INLET MH TG=395.53'

SCALE

1"=30'

DRAINAGE INLET MH TG=422.99' DMH RIM=410.05'

ILE 8" T HYD WV WV

41 LF 8" PVC @ 2.20%

HH WATER METER

REQUIRED STORAGE

2,300 CF (1,000 CF/AC 35 LF 8" PVC + 3,600 CF/AC x 0.50 ACRES) x 0.50 ACRES SMH @ 1.11% STORAGE: 2,631 CF PROVIDED RIM=396.03'

396

N.INV=377.88' S.INV=377.88'

CB TG=409.96'

CURVE 15 MPH

FORCE MAIN

409 408

407

406

405

404

CB TG=423.24'

S

399

117 LF 30" RCP @ 0.04%

397

TEMPORARY DRAINAGE SWALE

CO

419

408 408 399

SF

402 401

YD

SF

W

SF

398

W

409

1 41

394

W

SMH 4 RIM=386.31' 37 N.INV=378.21' S.INV=378.21' 5

410

397

36 5

3 60

TEMPORARY DRAINAGE SWALE

412

2 40

414 413

Jacob Lewis

415

W

399

398

373

STAGING AREA

W 5 40 06 7 4 40 408

W

REFER TO UTILITY PLAN FOR SIZE AND MATERIAL OF WATER SERVICE (TYP)

395

DISCHARGE POINT

408

403404

DRAINAGE INLET MH TG=358.66'

392

393 39 2

W

SF

39 1

SF

38 6

SEDIMENT BASIN 5 REQUIRED STORAGE: 3,404 CF (1,000 CF/AC x 0.74 ACRES + 3,600 CF/AC x 0.74 ACRES) PROVIDEDWVSTORAGE: 3,644 CF D

WINDBRIDGE DRIVE

365

STAMP:

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

SF

SILT FENCE PROPOSED STORM SEWER TEMPORARY DRAINAGE SWALE

520

MAJOR CONTOUR

521

MINOR CONTOUR EXISTING MAJOR CONTOUR

Passero Associates 242 WEST MAIN ST., SUITE 100 ROCHESTER, NY 14614

(585) 325-1000 FAX: (585) 325-1691

PROJECT MANAGER PROJECT ENGINEER DESIGNER

EDMUND MARTIN, P.E. ANDREW BURNS, P.E. JACOB LEWIS, E.I.T.

EXISTING MINOR CONTOUR

CB TG=413.83'

NO. DATE BY 02/28/25

DESCRIPTION

JDL PER TOWN COMMENTS

HHE

LO WIL

DMH390.78' TG=

TEMPORARY SEDIMENT BASIN

STOCKPILE AREA

2" PE GAS (FROM RECORD)

HHE

EROSION CONTROL PLAN

SEQUENCE B

DMH TG=412.28'

CB 403.23' TG=

LP

HHE

TOWN ENGINEER

WATERVIEW PHASE III WEBSTER, NY

PLANNING BOARD CHAIRMAN

TOWN/CITY: WEBSTER

TOWN HIGHWAY SUPERINTENDENT

COUNTY

MONROE

VE

DRI

' DMH 395.30 = RIM

STATE

PROJECT NO.:

20243903.0002

FIRE MARSHAL

' SMH 391.28 ' = 8.43 7 RIM 3 =

' V N.IN =378.43 ' V 3 N 6 I . . S 380 8' = V 5 N E.I 82. 8' V=3 E.IN =380.7 V W.IN

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND ARTICLE 147 SECTION 7307, THESE PLANS ARE COPYRIGHT PROTECTED. ©

APPROVALS

Y WA

ME

STONE EMPLOYEE PARKING TOWN OF WEBSTER STEEP SLOPE ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

SF

TEMPORARY DRAINAGE SWALE

T OIN P W

HY

STABILIZED CONSTRUCTION ENTRANCE

SF

STONE CB TG=413.00'

RITI

LP

SF

398

SF

CB TG=386.96'

HHE

39 4

SF

MA

TOWN OF WEBSTER WOODLOT ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

N.T.S.

ORANGE CONSTRUCTION FENCE

LP

1 41

CONSTRUCT RETAINING WALL

DEAD END

386 387 388

3 CO90

385

4 NO TRESPASSING

396

395

7 38

3 38

CONCRETE WASHOUT AREA

LOCATION SKETCH

2 38

SEDIMENT BASIN 4 REQUIRED STORAGE: 4,278 CF (1,000 CF/AC x 0.93 ACRES + 3,600 CF/AC x 0.93 ACRES) PROVIDED STORAGE: 4,714 CF

SF

388

TOWN OF WEBSTER

SF

399

CO

400

389

1 38

356

D

402

390

401

W CONTRACTOR TO PROVIDE BYPASS PUMPING 397 WHEN MAKING CONNECTION

404 40

391

DMH401.19' TG=

CO

398

202 LF 30" RCP @ 0.11%

408

402

USE EXISTING POND AS TEMPORARY SEDIMENT BASIN

355

356

Y

WA

SILT SOCK INLET PROTECTION

356

PROPOSED SAND FILTER TO BE USED AS TEMPORARY SEDIMENTATION BASIN. SAND MEDIA NOT TO BE INSTALLED UNTIL SITE IS 80% STABILIZED. (TYP)

INT

TRANS

PO

EM

GIANT SILT SOCK

INLET PROTECTION

393

WILLOW

GE DRID WIN DR.

CLIENT:

LEGEND

PROPERTY LINE

HHE

CB TG=417.32'

LP HHE

SITE

MARITIME DRIVE

DRAINAGE MH RIM=377.86'

SEDIMENT BASIN 3 REQUIRED STORAGE: 2,944 CF (1,000 CF/AC x 0.61 ACRES + 3,600 CF/AC x 0.61 ACRES) PROVIDED STORAGE: 3,065 CF

W

396

375

W

CO

CO TEMPORARY 12" CULVERT

ORANGE CONSTRUCTION FENCE (TYP)

401

SF

398

397

380

DMH RIM=421.38'

402

CO

W

396

CB TG=417.43'

401

TREE CUTTING STOCKPILE

W

399

CO

SF

INLET PROTECTION (TYP)

W

385

5/14/2026 9:46 AM

WV HYD

W

Y:\PROJECTS-NEW\2024\20243903\20243903.0002\01_CAD-BIM-MODELS\CIVIL\20243903.0002 PHASED GRAD.DWG

417

SF

402

W

418

W

SF

196 LF 30" RCP @ 0.14%

CONSTRUCTION SEQUENCE FOR STEEP SLOPE STABILIZATION / JUTE MESH INSTALLATION FOR SLOPES OF 1:3 OR GREATER:

402 400

PROPOSED BIORETENTION AREA TO BE USED AS TEMPORARY SEDIMENTATION BASINS. BIORETENTION MEDIA NOT TO BE INSTALLED UNTIL SITE IS 80% STABILIZED. (TYP)

W TEMPORARY DRAINAGE SWALE SEDIMENT BASIN 9 REQUIRED STORAGE: 1,380 CF (1,000 CF/AC x 0.30 ACRES + 3,600 CF/AC x 0.30 ACRES) PROVIDED STORAGE: 2,409 CF

SEDIMENT BASIN 2 REQUIRED STORAGE: 3,358 CF (1,000 CF/AC x 0.73 ACRES + 3,600 CF/AC x 0.73 ACRES) PROVIDED STORAGE: 3,373 CF

409

402

401

H

TEMPORARY SEDIMENT BASIN WITH STONE OVERFLOW

403

401

SF

DISCHARGE POINT

404

402

CO

D

410

405

TOPSOIL STOCKPILE

W

TEMPORARY DRAINAGE SWALE

MC EWEN DR.

D OA

414 413

YR BA

419 418

LP HHE

412 411

SF

STONE SPILLWAY

CO

SEDIMENT BASIN 1 REQUIRED STORAGE: 2,346 CF (1,000 CF/AC x 0.51 ACRES + 3,600 CF/AC x 0.51 ACRES) PROVIDED STORAGE: 2,574 CF

399

SF

407

406

405

SMH RIM=398.78' N.INV=377.93' S.INV=377.93'

CO

417 416 415

REFER TO UTILITY PLAN FOR SIZE, MATERIAL, SLOPE OF STORM SEWER (TYP)

SF

CONSTRUCT EROSION CONTROL MEASURES AS SHOWN ON THE PLANS. USE STORMWATER MANAGEMENT AREAS AS TEMPORARY SEDIMENT BASINS. CLEAR AND GRUB THE PROJECT IMPROVEMENTS AREAS. CONSTRUCT TEMPORARY DRAINAGE SWALES AS SHOWN. STRIP TOPSOIL AND STOCKPILE FOR LATER USE. GRADE IMPROVEMENTS AREAS WITHIN THE PROJECT SITE. AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 7 DAYS WILL BE STABILIZED WITH A TEMPORARY SEED AND MULCH WITHIN 7 DAYS OF THE LAST DISTURBANCE. CONSTRUCT SEDIMENTATION BARRIERS AS SHOWN ON THIS PLAN. INSTALL UTILITIES, INCLUDING STORMWATER CHAMBER SYSTEM. CONSTRUCT RETAINING WALL SHOWN ON THIS SHEET.

HYD

419 WV

TEMPORARY DRAINAGE SWALE

2. 3. 4. 5.

6. 7. 8.

421

DISCHARGE POINT

420

CO REFER TO UTILITY PLAN FOR SIZE, MATERIAL, SLOPE OF SANITARY SEWER (TYP)

398

DOUBLE ROW GIANT SILT SOCK

410

403 S

412

411

402

400

CONSTRUCTION SEQUENCE FOR GRADING AND EROSION CONTROL:

SF

14 SF (APPROXIMATE) SFCL52 DIP SAN. FORCE MAIN 14" 4

SF

401

REPUTED FM EMERGENCY BYPASS VALVE CONNECTION

DRAINAGE INLET MH TG=424.36'

DRAINAGE INLET MH TG=410.20' FORCE MAIN

SF

SFDIP SAN. FORCE MAIN SF 14" CL52 (APPROXIMATE)

SMH SF RIM=397.78'

SF

MC EWEN DRIVE

NE.INV=387.58' W.INV=387.58'

49 LF 36" RCP @ 0.59%

TG=394.85'

TEMPORARY SEDIMENT BASIN WITH STONE OVERFLOW TO CB

2" PE GAS MAIN

8" VC SEDIMENTP BASIN 6

MARITIME DR.

SMH RIM=394.74' N.INV=380.39' E.INV=380.39'

DRAWING NO.:

C 105B

TOWN ASSESSOR DATE:

WEBSTER SEWER DISTRICT

MAY 2026

HORIZONTAL SCALE DRAINAGE INLET MH TG=393.92'

30 DRAINAGE INLET MH TG=395.53'

SCALE

1"=30'

DRAINAGE INLET MH TG=422.99' DMH RIM=410.05'

HYD WV WV

2" PE GAS MAIN HH WATER METER

MC EWEN DRIVE

CB TG=409.96'

DRAINAGE INLET MH TG=424.36'

DRAINAGE INLET MH TG=410.20'

CONSTRUCTION SEQUENCE FOR GRADING AND EROSION CONTROL:

TG=394.85'

SF

TEMPORARY SEDIMENT BASIN WITH STONE OVERFLOW TO CB

396

SF

401

409 408

407

406

405

404

S

CB TG=423.24'

S

SF

SEQUENCE C SILT FENCE

399

1. 2. 3. 4.

410

403

397

SF

413 412

411

402

400

SF 414

SF

SF 421

420

SF

398

SF

BUILDING 3 PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

SF

417

WV

SF

HYD

SF

399

402 401

7 41

408

395

415

5 40 06 7 4 40 SEDIMENT BASIN 3 408 REQUIRED STORAGE: 2,944 CF (1,000 CF/AC x 0.61 ACRES + 3,600 CF/AC x 0.61 ACRES) PROVIDED STORAGE: 3,065 CF

403404

DISCHARGE POINT

40 1

398

5/14/2026 9:47 AM

1 41

410

397

3 60

TEMPORARY DRAINAGE SWALE

394

STABILIZED CONSTRUCTION ENTRANCE

365

N.T.S. STAMP:

SILT FENCE PROPOSED STORM SEWER TEMPORARY DRAINAGE SWALE

520

MAJOR CONTOUR

521

MINOR CONTOUR

CLIENT:

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR INLET PROTECTION SILT SOCK INLET PROTECTION

CB TG=413.83'

STONE

Passero Associates 242 WEST MAIN ST., SUITE 100 ROCHESTER, NY 14614

(585) 325-1000 FAX: (585) 325-1691

PROJECT MANAGER PROJECT ENGINEER DESIGNER

EDMUND MARTIN, P.E. ANDREW BURNS, P.E. JACOB LEWIS, E.I.T.

NO. DATE BY

DESCRIPTION

JDL PER TOWN COMMENTS

TEMPORARY SEDIMENT BASIN

SF

2 38

S0F

39 1

393 39 2

HHE

SF

398

39 4

SF

38 6

7 38

3 38

396

395

SF

CB TG=386.96'

LP HHE

LO WIL

HHE

HY

DMH390.78' TG=

APPROVALS

Y WA CB 403.23' TG=

LP

HHE

TOWN ENGINEER

WATERVIEW PHASE III WEBSTER, NY

PLANNING BOARD CHAIRMAN

ME VE

' DMH 395.30 = RIM

TOWN/CITY: WEBSTER

TOWN HIGHWAY SUPERINTENDENT

COUNTY

MONROE

DRI

TOWN OF WEBSTER STEEP SLOPE ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

EROSION CONTROL PLAN

SEQUENCE C

DMH TG=412.28'

RITI

TOWN OF WEBSTER WOODLOT ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND ARTICLE 147 SECTION 7307, THESE PLANS ARE COPYRIGHT PROTECTED. ©

2" PE GAS (FROM RECORD)

MA

SEDIMENT BASIN 5 REQUIRED STORAGE: 3,404 CF (1,000 CF/AC x 0.74 ACRES + 3,600 CF/AC x 0.74 ACRES) PROVIDEDWVSTORAGE: 3,644 CF D

CB TG=413.00'

SF

TEMPORARY DRAINAGE SWALE

T OIN P W

385 386 387 388

SF

399

388

STOCKPILE AREA

LP

389

1 38

SF

356

400

397

D

402

390

401

40 40

391

DMH401.19' TG= 404

355

356

USE EXISTING POND AS TEMPORARY SEDIMENT BASIN

398

408

402

1 41

356

392

CONCRETE WASHOUT AREA

LOCATION SKETCH

EM

SF

TRANS

393

LP ORANGE HHE CONSTRUCTION FENCE (TYP)

HHE

TOWN OF WEBSTER

02/28/25

4 37 5 37

SEDIMENT BASIN 4 REQUIRED STORAGE: 4,278 CF (1,000 CF/AC x 0.93 ACRES + 3,600 CF/AC x 0.93 ACRES) PROVIDED STORAGE: 4,714 CF

412

2 40

414 413

409

399

398

373

36 5

Y

WA

ORANGE CONSTRUCTION FENCE

MARITIME DRIVE

TEMPORARY 12" CULVERT

DRAINAGE INLET MH TG=358.66'

INT

PROPERTY LINE

CB TG=417.32'

SF

DRAINAGE MH RIM=377.86'

SF

DEWATERING PIPE DISCHARGED TO TEMPORARY SEDIMENT BASINS.

SF

STONE EMPLOYEE PARKING AND STAGING AREA

PO

GIANT SILT SOCK

396

375

DMH RIM=421.38'

SF

401

CB TG=417.43'

TREE CUTTINGS STOCKPILE

398

397

380

WILLOW

GE DRID WIN DR.

LEGEND:

396

SITE

SF

402

385

Jacob Lewis

400

SEDIMENT BASIN 1 REQUIRED STORAGE: 2,346 CF (1,000 CF/AC x 0.51 ACRES + 3,600 CF/AC x 0.51 ACRES) PROVIDED STORAGE: 2,574 CF

418

401

PROPOSED BIORETENTION AREA TO BE USED AS TEMPORARY SEDIMENTATION BASINS. BIORETENTION MEDIA NOT TO BE INSTALLED UNTIL SITE IS 80% STABILIZED. (TYP)

402

401

SEQUENCE C SILT FENCE

MC EWEN DR.

D OA

409

SF

410

CONSTRUCTION SEQUENCE FOR STEEP SLOPE STABILIZATION / JUTE MESH INSTALLATION FOR SLOPES OF 1:3 OR GREATER:

419

YR BA

SF

408 408

402 401

SF

TEMPORARY DRAINAGE SWALE

SEDIMENT BASIN 9 REQUIRED STORAGE: 1,380 CF (1,000 CF/AC x 0.30 ACRES + 3,600 CF/AC x 0.30 ACRES) PROVIDED STORAGE: 2,409 CF

403

401

SF

TOPSOIL STOCKPILE

TEMPORARY SEDIMENT BASIN WITH STONE OVERFLOW

404

402

D

TEMPORARY DRAINAGE SWALE

SEDIMENT BASIN 2 REQUIRED STORAGE: 2,070 CF (1,000 CF/AC 405 x 0.45 ACRES + 3,600 CF/AC x 0.45 ACRES) PROVIDED STORAGE: 3,373 CF

LP HHE

SF

399

DEWATERING PIPE DISCHARGED TO TEMPORARY SEDIMENT BASINS.

419 418

412 411

414 413

407

406

405

BUILDING 4 PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

399

SF

417 416 415

SF

STONE SPILLWAY

Y:\PROJECTS-NEW\2024\20243903\20243903.0002\01_CAD-BIM-MODELS\CIVIL\20243903.0002 PHASED GRAD.DWG

WV

SF

DOUBLE ROW GIANT SILK SOCK

AT THE VERY MINIMUM, EROSION CONTROL SHALL BE AS SHOWN ON THIS PLAN. EROSION CONTROL MAY CONSIST OF SEDIMENT TRAPS AND/OR ENVIRONMENTAL FENCES. THE CONTRACTOR AND THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INTEGRITY, MAINTENANCE AND REMOVAL OF EROSION CONTROL MEASURES UNTIL NO LONGER DEEMED NECESSARY BY THE TOWN OR IT'S REPRESENTATIVE. THE CONTRACTOR SHALL MAINTAIN THE STORM SEWER SYSTEM UNTIL THE PROJECT IS DEVELOPED AND APPROVED BY THE TOWN AND OWNER. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER. THE PERMITTEE SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE STONE FILL. CORRECTIVE ACTIONS, AS IDENTIFIED BY THE DEVELOPER'S QUALIFIED SWPPP MONITOR OR A TOWN REPRESENTATIVE, SHALL BE INITIATED WITHIN 24 HOURS OF BEING REPORTED. THE TOWN MAY REVIEW THE PROJECT SITE AT ANY TIME. REVIEW OF EROSION CONTROL MEASURES BY THE TOWN DOES NOT RELIEVE THE DEVELOPER OF HIS OBLIGATIONS UNDER THE NYSDEC SPDES GENERAL PERMIT FOR STORM WATER DISCHARGE FROM CONSTRUCTION ACTIVITY. (GP-0-20-001).

HYD

419 DISCHARGE POINT

INSTALL SILT FENCE AROUND BUILDINGS 3&4. CONSTRUCT BUILDINGS 3&4. DISCHARGE DEWATERING PIPES TO TEMPORARY SEDIMENT BASINS. MAINTAIN EXISTING EROSION CONTROL MEASURES.

MARITIME DR.

SEDIMENT BASIN 6 REQUIRED STORAGE: 2,300 CF (1,000 CF/AC x 0.50 ACRES + 3,600 CF/AC x 0.50 ACRES) PROVIDED STORAGE: 2,631 CF

STATE

PROJECT NO.:

20243903.0002

FIRE MARSHAL

DRAWING NO.:

C 105C

TOWN ASSESSOR DATE:

WEBSTER SEWER DISTRICT

MAY 2026

HORIZONTAL SCALE DRAINAGE INLET MH TG=393.92'

30 DRAINAGE INLET MH TG=395.53'

SCALE

1"=30'

DRAINAGE INLET MH TG=422.99' DMH RIM=410.05'

HYD WV WV

2" PE GAS MAIN HH WATER METER

MC EWEN DRIVE

CB TG=409.96'

DRAINAGE INLET MH TG=424.36'

DRAINAGE INLET MH TG=410.20'

CONSTRUCTION SEQUENCE FOR GRADING AND EROSION CONTROL:

TG=394.85'

396

SF

TEMPORARY SEDIMENT BASIN WITH STONE OVERFLOW TO CB

401

413 412

411

402

SF

409 408

407

406

405

404

CB TG=423.24'

S

399

S

397

421

420

HYD WV

398

STONE SPILLWAY

DOUBLE ROW GIANT SILT SOCK

408

CONSTRUCTION SEQUENCE FOR STEEP SLOPE STABILIZATION / JUTE MESH INSTALLATION FOR SLOPES OF 1:3 OR GREATER:

408

X

SF

X

SF

TEMPORARY DRAINAGE SWALE 520

MAJOR CONTOUR

521

MINOR CONTOUR EXISTING MAJOR CONTOUR

CB TG=413.83'

INLET PROTECTION SILT SOCK INLET PROTECTION

SF

Passero Associates 242 WEST MAIN ST., SUITE 100 ROCHESTER, NY 14614

(585) 325-1000 FAX: (585) 325-1691

PROJECT MANAGER PROJECT ENGINEER DESIGNER

EDMUND MARTIN, P.E. ANDREW BURNS, P.E. JACOB LEWIS, E.I.T.

NO. DATE BY 02/28/25

DESCRIPTION

JDL PER TOWN COMMENTS

STONE

CB TG=413.00'

TEMPORARY SEDIMENT BASIN

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND ARTICLE 147 SECTION 7307, THESE PLANS ARE COPYRIGHT PROTECTED. ©

SF SF

38 6

SF

365

MARITIME DRIVE

SF

Jacob Lewis

SF 5/14/2026 9:47 AM

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

SF

SEQUENCE D SILT FENCE

EROSION CONTROL PLAN

SEQUENCE D

WV HYD

DMH390.78' TG=

DMH TG=412.28'

APPROVALS

Y WA CB 403.23' TG=

LP

HHE

TOWN ENGINEER

WATERVIEW PHASE III WEBSTER, NY

PLANNING BOARD CHAIRMAN

ME VE

' DMH 395.30 = RIM

TOWN/CITY: WEBSTER

TOWN HIGHWAY SUPERINTENDENT

COUNTY

MONROE

DRI

TOWN OF WEBSTER STEEP SLOPE ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

414 413

LO WIL

HHE

CLIENT:

TRANS

HHE

T OIN P W

SF

LP

STAMP:

RITI

TOWN OF WEBSTER WOODLOT ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

N.T.S.

PROPOSED STORM SEWER

SF

CB TG=386.96'

LOCATION SKETCH

SILT FENCE

EXISTING MINOR CONTOUR

ORANGE CONSTRUCTION FENCE (TYP) HHE

412

398

SF

TOWN OF WEBSTER

HHE

39 4

Y

WA

LP

1 41

386 387 388

393 39 2

SF

2" PE GAS (FROM RECORD)

MA

Y:\PROJECTS-NEW\2024\20243903\20243903.0002\01_CAD-BIM-MODELS\CIVIL\20243903.0002 PHASED GRAD.DWG

415

SF

385 CONCRETE WASHOUT AREA

39 1

410

INT

7 38

3 38

399

396

395

SF

388

2 38

PO

STOCKPILE AREA

389

1 38

SF

356

400

397

401 402

D

404

9 38

409

408

402

398

355

356

391

390

ORANGE CONSTRUCTION FENCE

EM

SF

1 41

HHE

DMH401.19' TG=

SEDIMENT BASIN 4 REQUIRED STORAGE: 4,278 CF (1,000 CF/AC x 0.93 ACRES + 3,600 CF/AC x 0.93 ACRES) PROVIDED STORAGE: 4,714 CF

SF

356

SF

2 ING STORY ING D L I BU ED 2- BUILD ME POS PRO OWNHO IT T N U 10

2 40

392

7 37

SF

403404

397

393

408 5 40 06 7 4 40 408

PROPERTY LINE GIANT SILT SOCK

SF

398

4 37

WILLOW

GE DRID WIN DR.

LEGEND:

CB TG=417.32'

LP HHE

394

5 37

SEDIMENT BASIN 3 REQUIRED STORAGE: 2,530 CF (1,000 CF/AC x 0.55 ACRES + 3,600 CF/AC x 0.55 ACRES) PROVIDED STORAGE: 3,065 CF

401

SF

1 Y G NG OR IN LDI -ST UILD BUI SED 2 ME B PO HO PROTOWN IT UN

399

398

SF

373

36 5

402

SF

395

3 60

X

SEQUENCE D SILT FENCE

SF

DRAINAGE INLET MH TG=358.66'

X

DEWATERING PIPE DISCHARGED TO TEMPORARY SEDIMENT BASINS

SF

DRAINAGE MH RIM=377.86'

SITE

DMH RIM=421.38'

396

375

CB TG=417.43'

X

ITY UN MM ER CO CENT SF 500 ±1,

401

399

398

397

380

X

SF

X

SF

396

WV HYD

K AR G P SF DO ,500 ±1

X

402

X

385

DISCHARGE POINT

417

X

SEDIMENT BASIN 2 REQUIRED STORAGE: 2,024 CF (1,000 CF/AC x 0.44 ACRES + 3,600 CF/AC x 0.44 ACRES) PROVIDED STORAGE: 3,373 CF

SF

X

SF

X SF

SF

X

SF

X

418

ALL LEB T K PIC OUR C

SF

SF SF

SEDIMENT BASIN 9 REQUIRED STORAGE: 1,380 CF (1,000 CF/AC x 0.30 ACRES + 3,600 CF/AC x 0.30 ACRES) PROVIDED STORAGE: 2,409 CF

SEQUENCE D SILT FENCE

402

401

400

SF

X

STONE EMPLOYEE PARKING AND STAGING AREA

409 9

401

402 401

TREE CUTTING STOCKPILE

402 401

402

SF

SF TEMPORARY DRAINAGE SWALE

403

399

404

TOPSOIL STOCKPILE

D

TEMPORARY SEDIMENT BASIN WITH STONE OVERFLOW

410

405

MC EWEN DR.

D OA

419

YR BA

414 413

412 411

SF

407

406

405

399

SEDIMENT BASIN 1 REQUIRED STORAGE: 966 CF (1,000 CF/AC x 0.21 ACRES + 3,600 CF/AC x 0.21 ACRES) PROVIDED STORAGE: 2,574 CF

LP HHE

419 418

SF

417 416 415

TEMPORARY DRAINAGE SWALE

INSTALL STONE SUBBASE FOR PROPOSED ROAD AND COMMUNITY CENTER PARKING AREA. USE COMMUNITY CENTER PARKING AREA AS EMPLOYEE PARKING. INSTALL SILT FENCE AROUND BUILDINGS 1,2 & COMMUNITY CENTER. CONSTRUCT BUILDINGS 1,2 & COMMUNITY CENTER. DISCHARGE DEWATERING PIPES TO TEMPORARY SEDIMENT BASINS. CONSTRUCT RETAINING WALLS AROUND BUILDINGS 1,2,3,4 & COMMUNITY CENTER. FINE GRADE, SEED AND MULCH AROUND BUILDINGS 1,2,3,4 & COMMUNITY CENTER. MAINTAIN EXISTING EROSION CONTROL MEASURES.

419 DISCHARGE POINT

2. 3. 4. 5. 6. 7.

410

403 400

MARITIME DR.

SEDIMENT BASIN 6 REQUIRED STORAGE: 2,300 CF (1,000 CF/AC x 0.50 ACRES + 3,600 CF/AC x 0.50 ACRES) PROVIDED STORAGE: 2,631 CF

STATE

PROJECT NO.:

20243903.0002

FIRE MARSHAL

DRAWING NO.:

C 105D

TOWN ASSESSOR DATE:

WEBSTER SEWER DISTRICT

MAY 2026

HORIZONTAL SCALE DRAINAGE INLET MH TG=393.92'

30 DRAINAGE INLET MH TG=395.53'

SCALE

1"=30'

DRAINAGE INLET MH TG=422.99' DMH RIM=410.05'

HYD WV WV

2" PE GAS MAIN HH WATER METER

CB TG=409.96'

DRAINAGE INLET MH TG=410.20'

1. 2. 3. 4. 5. 6. 7.

TG=394.85'

396

SF

401

411

402

399

CB TG=423.24'

S

8. 9. 10. 11.

421

420

SF

SEQUENCE E SILT FENCE

SF

397

408

S

409

407

SF

406

404

405

SF

410

403 400

413 412

12. HYD

13.

419 398

WV

14.

X

X X

X

SF

BUILDING 5 PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

X

417

SF

X

SF

399

STONE EMPLOYEE PARKING AND STAGING AREA

X

CB TG=417.43'

X

401

SF

X

X X

SF

396

395

394

SF

X

SF

398

396

375 DRAINAGE MH RIM=377.86'

408 5 40 06 7 4 40 408

403404

DRAINAGE INLET MH TG=358.66'

Jacob Lewis

415

395

40 1

398

1 41

410

397

36 5

3 60

394

5 37

6 39

408 DMH401.19' TG=

365

SILT FENCE PROPOSED STORM SEWER TEMPORARY DRAINAGE SWALE

CB TG=413.83'

520

MAJOR CONTOUR

521

MINOR CONTOUR

TRANS

EXISTING MINOR CONTOUR

EM

INLET PROTECTION

Passero Associates 242 WEST MAIN ST., SUITE 100 ROCHESTER, NY 14614

(585) 325-1000 FAX: (585) 325-1691

PROJECT MANAGER PROJECT ENGINEER DESIGNER

EDMUND MARTIN, P.E. ANDREW BURNS, P.E. JACOB LEWIS, E.I.T.

NO. DATE BY 02/28/25

DESCRIPTION

JDL PER TOWN COMMENTS

SILT SOCK INLET PROTECTION

CB TG=413.00'

STONE

TEMPORARY SEDIMENT BASIN

39 1

393 39 2

39 4

HHE

398

T OIN P W

385 386 387 388

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND ARTICLE 147 SECTION 7307, THESE PLANS ARE COPYRIGHT PROTECTED. ©

LO WIL

CB TG=386.96'

HHE

CB 403.23' TG=

LP

HHE

WV HYD

DMH390.78' TG=

WATERVIEW PHASE III WEBSTER, NY

PLANNING BOARD CHAIRMAN

ME VE

' DMH 395.30 = RIM

TOWN/CITY: WEBSTER

TOWN HIGHWAY SUPERINTENDENT

COUNTY

MONROE

DRI

TOWN OF WEBSTER STEEP SLOPE ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

TOWN ENGINEER

RITI

LP

DMH TG=412.28'

APPROVALS

Y WA

MA

TOWN OF WEBSTER WOODLOT ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

EROSION CONTROL PLAN

SEQUENCE E

HHE

38 6

CONCRETE WASHOUT AREA

CLIENT:

STOCKPILE AREA

396

395 7 38

3 38 3

N.T.S.

399

388

2 38

SF

389

1 38

LOCATION SKETCH

ORANGE CONSTRUCTION FENCE

2" PE GAS (FROM RECORD)

356

400

397

D

402

390

TOWN OF WEBSTER

401

Y

WA

GIANT SILT SOCK

391

404 40

398

355

356

8 37

INT

LP

1 41

356

402

392

7 37

PO

PROPERTY LINE

EXISTING MAJOR CONTOUR

393

LEGEND:

HHE

4 37

412

2 40

414 413

409

399

398

373

DISCHARGE POINT

CB TG=417.32'

LP HHE

397

380

5/14/2026 9:47 AM

402

396

Y:\PROJECTS-NEW\2024\20243903\20243903.0002\01_CAD-BIM-MODELS\CIVIL\20243903.0002 PHASED GRAD.DWG

DMH RIM=421.38'

401

385

SEDIMENT BASIN 9 REQUIRED STORAGE: 1,288 CF (1,000 CF/AC x 0.28 ACRES + 3,600 CF/AC x 0.28 ACRES) PROVIDED STORAGE: 2,409 CF

WV HYD

MARITIME DRIVE

SF

5 38

7 38 8

SF SF

X

402

393

WILLOW

GE DRID WIN DR.

STAMP:

SF SF

SITE

CONSTRUCTION SEQUENCE FOR STEEP SLOPE STABILIZATION / JUTE MESH INSTALLATION FOR SLOPES OF 1:3 OR GREATER:

418

400

SF

401

402

401

SEQUENCE E SILT FENCE

409

MC EWEN DR.

D OA

408

402 401

X 397

YR BA

412 411

414 413

407

406

405

403

401

SF

TEMPORARY SEDIMENT BASIN WITH STONE OVERFLOW

405

404

402

DISCHARGE POINT

419

410

402

D

408

SF

399

BUILDING 6 PROPOSED 2-STORY 6 UNIT TOWNHOME BUILDING

SEDIMENT BASIN 1 REQUIRED STORAGE: 1840 CF (1,000 CF/AC x 0.40 ACRES + 3,600 CF/AC x 0.40 ACRES) PROVIDED STORAGE: 2,574 CF

DEWATERING PIPE TO BE DISCHARGED TO TEMPORARY SEDIMENT BASIN

399

SF

DEWATERING PIPE DISCHARGED TO TEMPORARY SEDIMENT BASIN

SF

STONE SPILLWAY

LP HHE

419 418

DISCHARGE POINT

417 416 415

DOUBLE ROW GIANT SILT SOCK

INSTALL SILT FENCE AROUND BUILDINGS 5&6. CONSTRUCT BUILDINGS 5&6. DISCHARGE DEWATERING PIPES TO TEMPORARY SEDIMENT BASINS OR DRYWELLS. CONSTRUCT REMAINING RETAINING WALLS. MAINTAIN EXISTING EROSION CONTROL MEASURES. REPLACE TOPSOIL AND FINE GRADE. HYDRO-SEED ALL DISTURBED AREAS WITHIN 10 DAYS AFTER FINAL GRADING, CONTRACTOR IS RESPONSIBLE TO RESEED IF GRADING IS UNSATISFACTORY. UPON APPROVAL OF THE TOWN, REMOVE ALL TEMPORARY SILTATION CONTROLS. SLOPES SHALL NOT EXCEED 1' VERTICAL TO 3' HORIZONTAL MAX. MAINTAIN 1:4 WHERE POSSIBLE. MINIMUM OF 6" OF TOPSOIL IS TO BE PLACED ON ALL GRASS AREAS. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BASED UPON ACTUAL FIELD CONDITIONS AOBE. CONTRACTOR SHALL PROVIDE FOR THIS COST IN HIS CONTRACT. ONCE SITE HAS BEEN STABILIZED ALL BIORETENTION AREAS AND SAND FILTERS SHALL BE EXCAVATED TO FULL DEPTH AND SAND AND SOIL MEDIA INSTALLED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SILTATION AND EROSION CONTROL MEASURES FROM INSTALLATION THROUGH MAINTENANCE AND REMOVAL AFTER REVEGETATION HAS BEEN ESTABLISHED. ALL EROSION AND SEDIMENT CONTROL METHODS WILL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL.

MARITIME DR.

MC EWEN DRIVE

CONSTRUCTION SEQUENCE FOR GRADING AND EROSION CONTROL:

DRAINAGE INLET MH TG=424.36'

STATE

PROJECT NO.:

20243903.0002

FIRE MARSHAL

DRAWING NO.:

C 105E

TOWN ASSESSOR DATE:

WEBSTER SEWER DISTRICT

MAY 2026

HORIZONTAL SCALE

REFER TO SHEET C201 FOR LANDSCAPING NOTES AND SHEET C 204 FOR FOUNDATION PLANTING PLANS AND PLANT SCHEDULE

SCALE

1"=30'

HYD WV WV

HQ 3

CV 1

JV PG 1 3

X

PS 1

X

4+0 0

OHD

CO OHD

OHD

OHD X

X

1.0 FOOTCANDLES 0.5 FOOTCANDLES

X

0.25 FOOTCANDLES X

X X

X

NS 3

X X

X

D OH D OH

X

W

X

D

MS 1

X

OH

X

FC 25 0. 5 FC FC

X X X

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THE CONTRACTOR SHALL PROVIDE A PRIVATE ELECTRICAL CONDUIT/CIRCUIT AND METERED PANEL FOR PROPOSED POLE MOUNTED LIGHT FIXTURE AS SHOWN PER THIS PLAN.

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1. FOUNDATION SHOWN IS A TYPICAL DESIGN. WIND LOADS OF MORE THAN 90 MPH AND UNSTABLE SOIL MAY REQUIRE AN ALTERNATE DESIGN. CONTRACTOR SHALL ADVISE ENGINEER OF UNSTABLE SOIL CONDITIONS. 2.

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242 WEST MAIN ST., SUITE 100 ROCHESTER, NY 14614

(585) 325-1000 FAX: (585) 325-1691

PROJECT MANAGER PROJECT ENGINEER DESIGNER

EDMUND MARTIN, P.E. ANDREW BURNS, P.E. JACOB LEWIS, E.I.T.

NO. DATE BY 1

02/28/25

DESCRIPTION

JDL PER TOWN COMMENTS

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DIRECT BURY BASE PER MANUFACTURING RECOMMENDATION

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Passero Associates

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Jacob Lewis

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APPROVALS

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND ARTICLE 147 SECTION 7307, THESE PLANS ARE COPYRIGHT PROTECTED. ©

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DRAWING NO.:

C 106

TOWN ASSESSOR DATE:

WEBSTER SEWER DISTRICT

MAY 2026

1. PRIOR TO THE START OF UTILITY INSTALLATION THE CONTRACTOR AND SUBCONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL UTILITY CONNECTIONS WITH MECHANICAL/ARCHITECTURAL DRAWINGS FOR INCLUDING BUT NOT LIMITED TO VERTICAL AND HORIZONTAL LOCATION, PENETRATIONS, AND SIZES. THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION TO PROCEED WITH UTILITY INSTALLATION BY THE OWNERS ONSITE REPRESENTATIVE UPON COMPLETION OF COORDINATION WITH CONTRACTORS, AND PLANS. 2. THE DEVELOPER AND HIS/HER CONTRACTOR IS RESPONSIBLE FOR COORDINATING GAS, ELECTRICAL, CABLE, TELEPHONE AND ANY OTHER UTILITIES NOT SPECIFICALLY SHOWN WITHIN THIS PLAN SET WITH APPROPRIATE AGENCY. PASSERO ASSOCIATES ASSUMES NO RESPONSIBILITY FOR THE DESIGN OR PERFORMANCE OF UTILITIES NOT SPECIFICALLY SHOWN WITHIN THIS PLAN SET. 3. PRIOR TO THE START OF UTILITY INSTALLATION THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES VERTICALLY AND HORIZONTALLY AND COORDINATE WITH EXISTING UTILITIES SHOWN ON THE PLANS AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION TO PROCEED WITH UTILITY INSTALLATION BY THE OWNERS ONSITE REPRESENTATIVE UPON COMPLETION EXISTING UTILITY VERIFICATION. 4. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH SITE CONTRACTOR/PLUMBER & SEWER CONTRACTOR TO PREDETERMINE THE NECESSARY WYE & CLEANOUT LOCATION ON THE STORM SEWER SYSTEM. THE STORM SEWER SYSTEM IS RECOMMENDED AND MAY BE MODIFIED TO PROVIDE ADEQUATE ROOF DRAINAGE CONNECTIONS. 5. THRUST BLOCKS ON THE WATERMAIN ARE REQUIRED AT BENDS, TEES OR PLUGS. SEE DETAIL SHEETS FOR THRUST BLOCK DETAILS.

STANDARD SANITARY SEWER EXTENSION NOTES

MAXIMUM ALLOWABLE INFILTRATION OR EXFILTRATION SHALL NOT EXCEED 100 GALLONS PER INCH DIAMETER PER MILE OF PIPE PER DAY FOR THE SANITARY SEWER. IF AN AIR TEST IS USED, THE TEST AS A MINIMUM SHALL CONFORM TO THE PROCEDURE DESCRIBED IN ASTM DESIGNATION C828-86 ENTITLED PRACTICE FOR LOW-PRESSURE AIR TEST OF VITRIFIED CLAY PIPE LINES. SANITARY MANHOLES SHALL BE VISUALLY INSPECTED 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 INFORMATION PAMPHLET (TIP) NO. 15 (LATEST REVISION).

2. FLOOR DRAINS, IF CONSTRUCTED IN THE PROJECT, MUST BE CONNECTED TO THE SANITARY SEWER. NOTE: FLOOR DRAINS DO NOT 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. 3. DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TEST SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF 5%. IF THE DEFLECTION TEST IS TO BE RUN USING A RIGID BALL OR MANDREL, IT SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. 4. MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES SHALL BE 18 INCHES MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF CROSSING. ONE FULL STANDARD LAYING LENGTH OF WATER MAIN PIPE 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 PIPELINE PASSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT (COMPACTED SELECTED 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 PIPES AND SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET MEASURED FROM THE OUTSIDE OF THE PIPES, MANHOLES OR VAULTS.

STORM NOTES 1.

STORM SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE LATEST REGULATIONS OF THE MUNICIPALITY PROPOSED STORM SEWER LATERAL MATERIAL: PVC SDR-35 6" MIN. SIZE & SHALL BE LAID AT A MINIMUM GRADE OF 1/4" PER FT. STORM SEWER MATERIAL: ADS HDPE 12" MIN. FOUNDATION DRAINS SHALL BE CONNECTED TO STORM WATER SYSTEM VIA SUMP PUMPS. DOWNSPOUTS SHALL BE CONNECTED TO STORM SEWER WHERE APPLICABLE, WHERE NOTED ON THE PLANS DOWNSPOUTS SHALL DISCHARGE TO SPLASH BLOCKS. UPON COMPLETION OF SYSTEM INSTALLATION, THE MAIN SEWER SYSTEM AND LEADS TO STRUCTURES SHALL BE FLUSHED AND LAMPED OR MANDREL TESTED TO THE SATISFACTION OF THE MUNICIPALITY. PRIOR TO RECEIVING CERTIFICATE OF OCCUPANCY, TELEVISED INSPECTION OF THE STORMWATER CHAMBER SYSTEM SHALL BE CONDUCTED. STORMWATER CHAMBER SHALL BE CLEAN AND CLEAR OF DEBRIS WITH NO DAMAGE.

SANITARY SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE LATEST REGULATIONS OF THE STATE, COUNTY AND LOCAL MUNICIPALITY MATERIALS - MAINS - PIPING SHALL BE POLYVINYL CHLORIDE (PVC) WITH ENDS SUITABLE FOR ELASTOMERIC GASKET JOINTS, AND A MINIMUM WALL THICKNESS OF SDR-35. PIPING AND FITTINGS SHALL MEET: ASTM D-3034 (4" THRU 15") ASTM F-679 (18" THRU 48") - LATERALS - 4" MIN. INSTALLED AT 41" PER FOOT MIN. PIPING SHALL BE POLYVINYL CHLORIDE (PVC) WITH ENDS SUITABLE FOR ELASTOMERIC GASKET JOINTS, AND A MINIMUM WALL THICKNESS OF SDR-21. PIPING AND FITTINGS SHALL MEET ASTM D-2241. - JOINTING MATERIALS - SHALL BE BELL-AND-SPIGOT WITH INTEGRAL PUSH ON TYPE ELASTOMERIC GASKET JOINTS, GASKET MATERIAL TO BE NEOPRENE MEETING ASTM D-3212. - MANHOLES - SHALL BE PRECAST CONCRETE WITH NEOPRENE GASKETS MEETING ASTM C-478 & ASTM C-443. INFILTRATION AND EXFILTRATION FOR SANITARY SEWERS SHALL BE LIMITED TO 100 GALLONS PER MILE PER INCH DIAMETER OF PIPE PER 24 HOURS. IF AN AIR TEST IS USED, THE TEST AS A MINIMUM SHALL CONFORM TO THE PROCEDURE DESCRIBED IN ASTM C-828-80, ENTITLED STANDARD PRACTICE FOR LOW PRESSURE AIR TEST OF VITRIFIED CLAY PIPELINES; SANITARY MANHOLES SHALL BE TESTED FOR EXFILTRATION. VACUUM TESTING OF MANHOLES IS ALLOWED. THE CONTRACTOR IS CAUTIONED TO SPEAK TO THE SUPERINTENDENT OF SEWERS PRIOR TO COMMENCING WITH PLANS TO VACUUM TEST.

Jacob Lewis

6. DEFLECTION TEST - TEN STATE STANDARDS. 6.A. DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TEST SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. 6.B. IF THE DEFLECTION TEST IS TO BE RUN USING A RIGID BALL OR MANDRELL, IT SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. 6.C. NO PIPE SHALL EXCEED A DEFLECTION OF 5%. 7. 8.

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ALL SANITARY SEWER INSTALLATION SHALL BE MADE IN CONFORMANCE WITH THE SPECIFICATIONS, REGULATIONS, AND POLICIES OF THE PENFIELD SEWER DISTRICT. ALL HOUSE LATERALS SHALL HAVE A CLEANOUT AT THE PROPERTY LINE OR EASEMENT LINE. FLOOR DRAINS, IF CONSTRUCTED, SHALL BE CONNECTED TO THE SANITARY SEWER/COMBINATION SEWER. (FLOOR DRAINS DO NOT INCLUDE FOUNDATION/FOOTER DRAINS). ALL DISCHARGES TO THE SANITARY/ COMBINATION SEWER MUST COMPLY WITH THE EFFLUENT LIMITS OF THE LOCAL AND/OR THE MONROE COUNTY SEWER USE LAW.

10. SEPARATION - MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES 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 SELECTED 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. 11. 12. SEWER USE LAW: FLOOR DRAINS, IF CONSTRUCTED, SHALL BE CONNECTED TO THE SANITARY/COMBINATION SEWER. FLOOR DRAINS DO NOT INCLUDE FOUNDATION/FOOTER DRAINS. NOTE: ALL DISCHARGES TO THE SANITARY/COMBINATION SEWER MUST COMPLY WITH THE EFFLUENT LIMITS OF THE LOCAL AND OR MONROE COUNTY SEWER USE LAW.

SEWER USE LAW

FLOOR DRAINS, IF CONSTRUCTED, SHALL BE CONNECTED TO THE SANITARY/COMBINATION SEWER. FLOOR DRAINS DO NOT INCLUDE FOUNDATION/FOOTER DRAINS. NOTE: ALL DISCHARGES TO THE SANITARY/COMBINATION SEWER MUST COMPLY WITH THE EFFLUENT LIMITS OF THE LOCAL AND OR MONROE COUNTY SEWER USE LAW.

TEMPORARY CONSTRUCTION AREA SEEDING NOTES

THE AREA MUST BE ROUGH GRADED AND SLOPES PHYSICALLY STABLE.

SEEDING MUST TAKE PLACE WITHIN 24 HOURS OF DISTURBANCE OR SCARIFICATION OF THE SOIL WILL BE NEEDED PRIOR TO SEEDING. TYPICALLY FERTILIZER OR LIME IS NOT USED FOR TEMPORARY SEEDINGS. ANY SEEDING METHOD MAY BE USED THAT PROVIDES UNIFORM APPLICATION OF SEED TO THE AREA. SEEDING

3. 4. 5.

PLANTING SEASON SPRING, SUMMER, OR EARLY FALL

LATE FALL OR EARLY WINTER

ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE TOWN OF WEBSTER DESIGN CRITERIA AND CONSTRUCTION SPECIFICATIONS FOR LAND DEVELOPMENT, LATEST REVISION.

THE EARTHWORK CONTRACTOR IS RESPONSIBLE FOR ROUGH GRADING AND RE-SPREADING TOPSOIL IN ALL TURF AND LANDSCAPE AREAS (BEDS AND ISLANDS).

THE DEVELOPER'S AND CONTRACTOR'S ATTENTION IS DIRECTED TO MONROE COUNTY LAW NO. 6-1971, REGARDING LIABILITY INCURRED THROUGH DISTURBANCE OR DESTRUCTION OF GEODETIC SURVEY MONUMENTS.

THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINE GRADING AND PREPARATION OF ALL LAWN AND LANDSCAPE AREAS.

THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND ELEVATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS TO LOCATE EXISTING UNDERGROUND UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO ALLOW REVISIONS AS REQUIRED TO MEET EXISTING CONDITIONS.

REMOVE ALL EXISTING VEGETATION DURING GRADING PROCESS.

APPLY MINIMUM OF SIX (6) INCHES OF CLEAN TOPSOIL (IMPORTED OR SCREEN ON-SITE) AND FINE GRADE, LEAVING TOPSOIL IN A LOOSE AND FRIABLE CONDITION FOR SEEDING.

LIME SOIL OR ADD OTHER ORGANIC AMENDMENTS AS NECESSARY TO ACHIEVE A SOIL pH BETWEEN 5.5 - 7.0.

LANDSCAPE CONTRACTOR SHALL WORK OVER LAWN AREAS THAT HAVE REMAINED PARTIALLY INTACT, TOP DRESSING WITH SOIL. SCARIFYING, AND SEEDING TO FORM A SMOOTH, FULL, EVEN LAWN, FREE OF BARE SPOTS, INDENTATIONS, AND WEEDS.

THE FINISHED GRADE ELEVATION AT THE FRONT BUILDING LINE OF A RESIDENTIAL OR COMMERCIAL STRUCTURE SHALL BE A MINIMUM OF TWO FEET ABOVE THE ELEVATION OF THE CENTER LINE OF THE PUBLIC STREET IN FRONT OF SUCH STRUCTURE; PROVIDED, HOWEVER, THAT WHERE THE STRUCTURE IS SET BACK A DISTANCE OF AT LEAST 1.5 TIMES THE MINIMUM SETBACK ALLOWED BY ZONING, AND/OR WHERE NATURAL DRAINAGE PATTERNS WOULD BE BETTER SERVED BY DRAINING AWAY FROM THE STREET, THE PLANNING BOARD MAY, IN ITS DISCRETION, WAIVE THIS REQUIREMENT, STATING ITS FINDING AND DETERMINATION ON THE RECORD. IN ANY CASE, HOWEVER, THE APPROVED GRADING AND DRAINAGE SHALL BE SO DESIGNED AS TO ENSURE THAT POSITIVE DRAINAGE FLOW IS MAINTAINED AWAY FROM THE BUILDING FOUNDATION.

BASEMENT FLOORS MUST BE CONSTRUCTED ABOVE GROUNDWATER.

ANY CHANGES IN HOUSE AND/OR SEPTIC SYSTEM LOCATION IN EXCESS OF 10 FEET FROM THE APPROVED PLAN MUST BE RESUBMITTED TO THE PLANNING BOARD FOR REAPPROVAL.

THE DEVELOPER SHALL SET LOT MONUMENTATION PINS AT ALL CORNERS AND ANGLES.

IN THE EVENT THAT SPECIAL DISTRICTS (WATER, SEWER, LIGHTING, DRAINAGE, SIDEWALK AND/OR PLAYGROUND AND PARK) ARE TO BE ESTABLISHED BY THE TOWN BOARD, A GENERAL NOTE STATING THE TYPE OF DISTRICT AND DATE OF THE TOWN BOARD APPROVAL SHALL BE INCLUDED ON THE DRAWINGS. LOT LINE SWALES ARE TO BE CONSTRUCTED AND OPERABLE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.

10. DRIVEWAYS ARE TO BE PAVED WITHIN THE TOWN HIGHWAY OR STREET RIGHT-OF-WAY, AND A CULVERT PIPE OF A SIZE AND TYPE APPROVED BY THE HIGHWAY SUPERINTENDENT OR DESIGNEE IS TO BE PLACED BY THE DEVELOPER. 11. THE DEVELOPER SHALL PROVIDE FOR EROSION CONTROL BARRIERS DURING CONSTRUCTION AND REMOVAL OF THE SAME UPON REVEGETATION OF THE DISTURBED AREAS.

SANITARY NOTES 1.

SPECIES

RATE IN LBS./ACRE

RYEGRASS (ANNUAL OR PERENNIAL)

WINTER RYE (CEREAL RYE)

100

EROSION AND SEDIMENT CONTROL NOTES

(OCTOBER 2021) 1. IN ACCORDANCE WITH SECTIONS 107-12 AND 209-3.01 OF THE NYSDOT STANDARD SPECIFICATIONS, THE CONTRACTOR SHALL REVIEW THE EROSION AND SEDIMENT CONTROL PLAN INCLUDED IN THE CONTRACT DOCUMENTS, AND IF NECESSARY, MODIFY THE PLAN WITH THE CONTRACTOR'S INTENDED SEQUENCE AND TYPES OF OPERATIONS. THE CONTRACTOR'S MODIFIED EROSION AND SEDIMENT CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL, ALONG WITH A PROGRESS SCHEDULE THAT ADDRESSES THIS WORK. 2. IN ACCORDANCE WITH SECTIONS 107-12 AND 209-3.01 OF THE NYSDOT STANDARD SPECIFICATIONS, THE CONTRACTOR SHALL DESIGNATE AN "EROSION AND SEDIMENT CONTROL SUPERVISOR" FOR THE PROJECT. THE SUPERVISOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THE EROSION AND SEDIMENT CONTROL PLAN AND FOR INSPECTING AND MAINTAINING THE CONTROL MEASURES. THE NAME AND QUALIFICATIONS (TRAINING AND EXPERIENCE) OF THIS INDIVIDUAL SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO STARTING EARTHWORK. 3. THE DESIGNATED "EROSION AND SEDIMENT CONTROL SUPERVISOR" SHALL NOTIFY THE ENGINEER IN ADVANCE OF ANY FIELD CHANGES TO THE EROSION AND SEDIMENT CONTROL MEASURES INDICATED IN THE CONTRACT DOCUMENTS. THE ENGINEER MAY REQUIRE THE CONTRACTOR TO SUBMIT A MODIFIED EROSION AND SEDIMENT CONTROL PLAN FOR APPROVAL PRIOR TO IMPLEMENTING ANY FIELD CHANGES. 4. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORM WATER RUNOFF FROM DISTURBED AREAS IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL DEVICES BEFORE ENTERING A WATER BODY OR WETLAND.

13. ON PROJECTS CONSTRUCTED IN PHASES, THE CONTRACTOR/DEVELOPER SHALL BE RESPONSIBLE FOR ALL SITE AND ROAD WORK DAMAGED DURING CONSTRUCTION OPERATIONS AND SAID DAMAGE SHALL BE REPAIRED, AT THE DEVELOPER'S/CONTRACTOR'S EXPENSE, PRIOR TO ACCEPTANCE OF DEDICATION TO THE TOWN. 14. WHERE THE ONLY ACCESS TO THE PROJECT IS VIA AN EXISTING DEDICATED ROAD, THE CONTRACTOR/DEVELOPER SHALL REQUEST PERMISSION FROM THE TOWN BOARD TO USE THE ROAD AS A CONSTRUCTION ACCESS. A LETTER OF CREDIT SHALL BE REQUIRED TO COVER DAMAGES TO THE ROAD DUE TO CONSTRUCTION EQUIPMENT. 15. WHEN ROAD CUTS ARE REQUIRED FOR INSTALLATION OF UTILITIES UNDER EXISTING DEDICATED ROADS, BACKFILL MATERIALS SHALL BE COMPACTED AND APPROVED BY THE HIGHWAY SUPERINTENDENT AND TOWN ENGINEER PRIOR TO RESURFACING. BACKFILL MATERIALS AND COMPACTION METHODS SHALL BE APPROVED BY THE TOWN ENGINEER. 16. THE CONTRACTOR SHALL TAKE APPROPRIATE PRECAUTIONS TO PROTECT PROPERTY MARKERS AND ALL SURVEY STAKES. 17. SANITARY SEWER FACILITIES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE MONROE COUNTY HEALTH DEPARTMENT, 10 STATES STANDARDS AND TOWN OF WEBSTER STANDARDS. 18. WATERMAINS AND WATER SERVICES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE MONROE COUNTY WATER AUTHORITY (MCWA) STANDARDS. 19. FOUNDATION AND CELLAR DRAINAGE SHALL DISCHARGE TO STREET STORM DRAINAGE SYSTEMS. WHERE A STREET STORM DRAINAGE SYSTEM IS NOT PRESENT THIS DRAINAGE SHALL BE CONVEYED BY GRAVITY (AS TOPOGRAPHY PERMITS) AND DISCHARGED TO SPLASH BLOCKS. 20. NO EXCESS TOPSOIL OR SUBSOIL SHALL BE REMOVED FROM THE SITE WITHOUT APPROVAL OF THE PLANNING BOARD.

5. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE FOR WHICH THEY ARE INTENDED AND SHALL REMAIN IN PLACE UNTIL SOILS ARE PERMANENTLY STABILIZED.

21. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND.

6. UNDER NO CONDITION SHALL DISCONTINUED CONSTRUCTION ACTIVITIES IN AREAS WITH SOIL DISTURBANCES BE LEFT FOR A PERIOD OF GREATER THAN 7 DAYS WITHOUT TEMPORARILY STABILIZING THOSE AREAS WITH TEMPORARY SEED AND MULCH. MAINTENANCE OF THOSE AREAS SHALL INCLUDE RESEEDING AND REMULCHING AS NEEDED TO ESTABLISH A SATISFACTORY STAND OF GRASS. THERE SHALL BE NO ADDITIONAL PAYMENT FOR RESEEDING AND REMULCHING.

23. WHERE ANY PORTION OF THE PROPERTY IS LOCATED WITHIN AN AREA DESIGNATED AS A FRESHWATER WETLAND OR ONE-HUNDRED-FOOT BUFFER, THE FOLLOWING NOTE SHALL BE INCLUDED: “RESTRICTIONS SPECIFIED IN ARTICLE 24 OF THE ENVIRONMENTAL CONSERVATION LAW AND RELATED REGULATIONS OF THE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, WHICH MAY INCLUDE THE OBTAINING OF A PERMIT. WETLAND AREAS MAY ALSO BE SUBJECT TO DESIGNATION AND REGULATION BY THE U.S. ARMY CORPS OF ENGINEERS UNDER FEDERAL LAW”.

NO WET OR FRESH CONCRETE, LEACHATE, MATERIAL, OR DEBRIS SHALL BE ALLOWED TO ESCAPE INTO A WATER BODY OR WETLAND, NOR SHALL WASHINGS FROM CONCRETE TRUCKS, MIXERS OR OTHER DEVICES BE ALLOWED TO ENTER A WATER BODY OR WETLAND. ANY MATERIAL OR DEBRIS ACCIDENTALLY DROPPED INTO THE CHANNEL SHALL BE IMMEDIATELY AND COMPLETELY REMOVEDAND DEPOSITED IN AN UPLAND AREA.

24. WHERE ANY PORTION OF THE PROPERTY IS LOCATED WITHIN A ONE-HUNDRED-YEAR FLOODPLAIN, THE FOLLOWING NOTE SHALL BE INCLUDED: “RESTRICTIONS AND REGULATIONS IMPOSED AND/OR ADMINISTRATED BY THE TOWN OF WEBSTER, THE COUNTY OF MONROE AND/OR THE STATE OF NEW YORK, AND MAY REQUIRE THE OBTAINING OF APPROVALS OR PERMITS FROM APPROPRIATE GOVERNMENTAL AGENCIES”.

7. THE CONTRACTOR SHALL COVER TEMPORARY STOCKPILES OF ERODIBLE MATERIAL (SUCH AS TOPSOIL OR EARTH FILL) WITH POLY SHEETING, OR RING THE STOCKPILES WITH SILT FENCE TO CONTROL EROSION. POLY SHEETING SHALL COMPLETELY COVER THE STOCKPILE AND BE SECURELY ANCHORED AT ALL TIMES. ANY POLY SHEETING OR SILT FENCE THAT IS DAMAGED SHALL BE PROMPTLY REPAIRED OR REPLACED AS DIRECTED BY THE ENGINEER. RINGED STOCKPILES EXPOSED OR EXPECTED TO BE EXPOSED FOR LONGER THAN 7 CALENDAR DAYS SHALL IMMEDIATELY BE STABILIZED WITH APPROPRIATE MEASURES. THE COST OF COVERING AND RINGING/STABILIZING STOCKPILES SHALL BE INCLUDED IN THE PRICE BID FOR THE CORRESPONDING STOCKPILED MATERIAL.

22. LOT GRADING SHALL BE CERTIFIED BY THE DEVELOPER'S ENGINEER AND/OR SURVEYOR AS TO CONFORMANCE TO THE APPROVED PLAN PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY.

25. DRIVEWAY WIDTH IS TO BE A MINIMUM 14 FEET THROUGHOUT THE ENTIRE LENGTH AND SHALL BE CONSTRUCTED TO SUPPORT A MINIMUM VEHICLE WEIGHT OF 20 TONS. THE SIDES OF THE DRIVEWAY AND CULVERTS SHALL BE APPROPRIATELY DELINEATED (E.G., REFLECTIVE MARKERS EVERY 100 FEET). MAXIMUM DRIVEWAY WIDTH AT THE TOWN'S RIGHT-OF-WAY SHALL BE NO MORE THAN 24 FEET (INCLUDING FLAIROUT). 26. A PERMANENT SIGN WITH DWELLING STREET NUMBERS SHALL BE INSTALLED AT THE ENTRANCE TO THE DRIVEWAY FOR BUILDINGS GREATER THAN 200 FEET FROM THE CENTERLINE OF THE PUBLIC ROADWAY.

2. 3. 4.

TILL COMPOST INTO SUBSOIL TO A DEPTH OF AT LEAST 12" USING CAT-MOUNTED RIPPER, TRACTOR MOUNTED DISC, OR TILLER, MIXING, AND CIRCULATING AIR AND COMPOST INTO SUBSOILS. ROCK-PICK UNTIL UPLIFTED STONE/ROCK MATERIALS OF 4" AND LARGER ARE CLEANED OFF SITE. APPLY TOPSOIL TO A DEPTH OF 6 INCHES ON ALL AREAS BEING RETURNED TO GRASS. VEGETATE AS REQUIRED BY APPROVED PLAN.

COMPACTION NOTES 1. THE CONTRACTOR SHALL STRIP THE TOPSOIL AND REMOVE ANY UNSUITABLE SOILS WITHIN THE PROPOSED GRADING LIMITS PRIOR TO PLACEMENT OF FILL MATERIAL. 2. ALL FILL AREAS SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY OF STANDARD PROCTOR TEST AT OPTIMUM MOISTURE CONTENT.

SEEDING SHOULD BEGIN IMMEDIATELY UPON COMPLETION OF FINE GRADING. SEED SHOULD BE PRESSED INTO THE SOIL TO CREATE GOOD SEED-TO-SOIL CONTACT, NO DEEPER THAN THE THICKNESS OF THE SEED.

FERTILIZING, APPLY 10-0-10 FERTILIZER EVENLY AT THE RATE OF 20 POUNDS PER 1000 SQ FT. NO FERTILIZER CONTAINING PHOSPHORUS IS PERMITTED ON SITE.

SEED SHOULD BE APPLIED EITHER BY HAND BROADCASTING OR HYDRO SEEDING. TWO PASSES SHALL BE MADE IN PERPENDICULAR DIRECTIONS TO INSURE PROPER COVERAGE.

10. LAWN SEED MIX MIX A: SEEDING RATE: 6 LBS./1,000 SQ.FT LOW MAINTENANCE FESCUE LAWN PREFERRED SEED : LOW MAINTENANCE GRASS SEED MIX 0R APPROVED EQUAL

CONTRACTOR SHALL OBTAIN ALL NECESSARY STATE AND LOCAL PERMITS REQUIRED. ALL CONSTRUCTION SHALL CONFORM TO APPLICABLE TOWN AND STATE DESIGN STANDARDS AND CODES.

IT IS THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO VISIT THE SITE PRIOR TO BID SUBMITTAL, TO BECOME FAMILIAR WITH EXISTING CONDITIONS AT THE SITE.

STANDARDS SET FORTH IN THE "AMERICAN STANDARD FOR NURSERY STOCK", ANSI Z60.1 (LATEST EDITION) REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE THE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS DELIVERED AND INSTALLED ON THIS PROJECT.

ALL PLANTS MUST BE HEALTHY, VIGOROUS AND FREE OF PESTS AND DISEASE.

ALL PLANTS MUST BE HARDY UNDER CLIMATE CONDITIONS THAT EXIST AT THE PROJECT SITE AND GROWN AT A NURSERY IN THE SAME HARDINESS ZONE AS THE PROJECT LOCATION.

ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AN MEET SIZE REQUIREMENTS AS INDICATED ON THE PLANT LIST.

ALL TREES MUST BE STRAIGHT-TRUNKED, INJURY FREE, HAVE A FULL, SYMMETRICAL CROWN (HEAD) AND MEET ALL REQUIREMENTS SPECIFIED (E.G. SINGLE STEM, MULTI-STEM, HEAVY BRANCHED, ETC.).

ANY PROPOSED DEVIATION TO THE LANDSCAPE PLAN MUST FIRST BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO THE INSTALLATION OF THE PROPOSED LANDSCAPING CHANGES.

THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS. THE BID PRICE SUBMITTED WILL ASSUME THAT ALL PLANT MATERIALS DELINEATED WILL BE SUPPLIED AND INSTALLED. ANY DISCREPANCIES IN THE QUANTITIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND/OR DESIGN LANDSCAPE ARCHITECT (OWNER'S REPRESENTATIVE) PRIOR TO COMPLETING A BID PRICE.

25% FIREFLY HARD FESCUE 25% BIG HORN GT HARD/SHEEP 20% INTRIGUE CHEWINGS FESCUE 20% QUATRO SHEEP FESCUE 10% MINOTAUR HARD FESCUE

10. ALL GRADING AND UTILITY WORK SHALL BE COMPLETED PRIOR TO INSTALLATION OF PLANT MATERIAL AND LANDSCAPE MULCH.

MIX B

SEEDING RATE: 4LBS./1,000 SQ.FT OCCASIONAL WET - WET LOCATIONS: 20% RED TOP 20% VIRGINIA WILD RYEGRASS 20% ALKALI GRASS 20% FOX SEDGE 10% AUTUMN BENTGRASS 10% FOWL BLUEGRASS

11. THE FINAL LOCATION OF TREES AND OTHER LANDSCAPING SHALL BE DETERMINED IN THE FIELD BASED ON UTILITY STAKEOUT AND SHALL NOT CONFLICT WITH TRAFFIC SIGNS AND/OR UTILITIES. STAKE OUT SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO BEGINNING WORK.

11. DRY APPLICATION MULCH A. STRAW MULCH SHOULD BE APPLIED TO NEWLY SEEDED AREAS WITHIN 12 HOURS IF HYDRO MULCH IS NOT UTILIZED. B. DRY APPLICATION, STRAW: STALKS OF OATS, WHEAT, RYE OR OTHER APPROVED CROPS WHICH ARE FREE OF NOXIOUS WEEDS. WEIGHT SHALL BE BASED ON A 15 PERCENT MOISTURE CONTENT. C. DRY APPLICATION: WITHIN ONE DAY AFTER SEEDING, COVER THE SEEDED AREAS WITH A UNIFORM BLANKET OF STRAW MULCH AT THE RATE OF 100 POUNDS PER 1000 SQ FT OF SEEDED AREA. 12. HYDRO APPLICATION: APPLY APPROVED MULCH IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDED RATES OF APPLICATION. APPLY SEEDING MATERIALS WITH AN APPROVED HYDRO SEEDER. A.COLORED WOOD CELLULOSE FIBER PRODUCT SPECIFICALLY DESIGNED FOR USE AS A HYDRO-MECHANICAL APPLIED MULCH. ACCEPTABLE PRODUCT: CONWED HYDRO MULCH, CONWED FIBERS, 231 4TH STREET SW, HICKORY, NC 13. FILL TANK WITH WATER AND AGITATE WHILE ADDING SEEDING MATERIALS. USE SUFFICIENT FERTILIZER, MULCH, AND SEED TO OBTAIN THE SPECIFIED APPLICATION RATE. ADD SEED TO THE TANK AFTER THE FERTILIZER AND MULCH HAVE BEEN ADDED. MAINTAIN CONSTANT AGITATION TO KEEP CONTENTS IN HOMOGENEOUS SUSPENSION. PROLONGED DELAYS IN APPLICATION OR AGITATION THAT MAY BE INJURIOUS TO THE SEED WILL BE THE BASIS OF REJECTION OF MATERIAL REMAINING IN TANK. 14. DISTRIBUTE UNIFORMLY A SLURRY MIXTURE OF WATER, SEED, FERTILIZER, AND MULCH AT A MINIMUM RATE OF 57 GALLONS PER 1000 SQ FT (2500 GALLONS PER ACRE). THE OWNER AND PROJECT REPRESENTATIVE MAY ORDER THE AMOUNT OF WATER INCREASED IF DISTRIBUTION OF SEEDING MATERIALS IS NOT UNIFORM.

14. MULCH ALL PLANT BEDS, AND INDIVIDUAL TREES IN LAWN AREAS WITH SHREDDED HARDWOOD BARK MULCH TO A DEPTH OF THREE (3") INCHES UNLESS OTHERWISE SPECIFIED ON PLANTING DETAILS, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT DUE TO SITE CONDITIONS.

2. MINIMUM VERTICAL SEPARATION BETWEEN WATER MAIN PIPELINES AND SEWER PIPELINES SHALL BE 18 INCHES MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF CROSSING. ONE FULL STANDARD LAYING LENGTH OF WATER MAIN PIPE 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 PIPELINE PASSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT (COMPACTED SELECTED 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 MAIN PIPES AND SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET MEASURED FROM THE OUTSIDE OF THE PIPES, MANHOLES OR VAULTS.

WILLOW

PO

INT

Y

WA

GE DRID WIN DR.

TOWN OF WEBSTER

LOCATION SKETCH N.T.S. STAMP:

15. ANY PLANT WHICH TURNS BROWN, DEFOLIATES OR DIES PRIOR TO FINAL ACCEPTANCE BY THE OWNER, OR DESIGN LANDSCAPE ARCHITECT, SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH THE SAME PLANT (SPECIES, VARIETY AND SIZE) AS SPECIFIED ON THE PLANT SCHEDULE (LIST). 16. THE CONTRACTOR SHALL MAINTAIN ALL PLANT MATERIALS AND LAWN AREAS UNTIL THE PROJECT HAS RECEIVED FINAL ACCEPTANCE BY THE OWNER OR OWNER'S REPRESENTATIVE. MAINTENANCE SHALL INCLUDE, BUT NOT BE LIMITED TO: WATERING, MULCHING, FERTILIZING, SPRAYING (FUNGICIDE, PESTICIDE, ANTI-DESICANT), AS WELL AS RAISING PLANTS THAT HAVE SETTLED TOO DEEP OR REQUIRE STRAIGHTENING.

17. UPON COMPLETION AND ACCEPTANCE OF THE LANDSCAPING, THE LANDSCAPE MATERIALS SHALL BE GUARANTEED FOR TWO (2) YEARS. THE GUARANTEE SHALL BE INCLUSIVE OF ALL MATERIAL AND LABOR COSTS. AT THE END OF THE GUARANTEE PERIOD THE OWNERS REPRESENTATIVE WILL INSPECT ALL PLANT MATERIALS. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REQUIRED REPLACEMENTS WITH PLANT MATERIALS MEETING THE SPECIFICATIONS (E.G. SPECIES, SIZE AND CHARACTER).

20. EXISTING TREES INDICATED TO BE REMOVED SHALL OCCUR UNDER THE SITE CONTRACT FOR THIS PROJECT. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR NEW PLANTINGS OR RESTORATION OF THE DISTURBED AREA (LAWNS, PLANT BEDS, ISLANDS).

21. PRE-EMERGENT HERBICIDE SHALL BE USED UNDER MULCH IN ALL TREE AND PLANT BED AREAS.

CLIENT:

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

Passero Associates 242 WEST MAIN ST., SUITE 100 ROCHESTER, NY 14614

(585) 325-1000 FAX: (585) 325-1691

PROJECT MANAGER PROJECT ENGINEER DESIGNER

EDMUND MARTIN, P.E. ANDREW BURNS, P.E. JACOB LEWIS, E.I.T.

NO. DATE BY 1

02/28/25

DESCRIPTION

JDL PER TOWN COMMENTS

2 3

22. ALL SHRUB BEDS ADJACENT TO LAWN AREAS SHALL HAVE A SPADED EDGE BORDER, UNLESS METAL EDGE, CONCRETE, OR OTHER BORDER IS SPECIFIED.

4 5 6 7 8 UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND ARTICLE 147 SECTION 7307, THESE PLANS ARE COPYRIGHT PROTECTED. ©

STANDARD WATER MAIN EXTENSION NOTES

THE WATER MAIN PIPELINE SHALL BE DISINFECTED EQUAL TO AWWA STANDARD FOR DISINFECTING WATER MAINS DESIGNATION C651 (LATEST REVISION). FOLLOWING DISINFECTION, THE WATER MAIN PIPELINE SHALL BE FLUSHED UNTIL THE CHLORINE CONCENTRATION IN THE WATER LEAVING THE MAIN IS NO HIGHER THAN THAT GENERALLY PREVAILING IN THE SYSTEM. ALL WATER MAIN PIPE FITTINGS NOT RECEIVING 24-HOUR CHLORINE DISINFECTION CONTACT TIME MUST BE SWAB-DISINFECTED 30 MINUTES PRIOR TO INSTALLATION. THE SAMPLING POINT(S) MUST BE DECONTAMINATED BY FLAMING. FIRE HYDRANTS ARE NOT ACCEPTABLE SAMPLING POINTS. THE MONROE COUNTY DEPARTMENT OF PUBLIC 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. THE WATER MAIN PIPE AND APPURTENANCES SHALL NOT BE PLACED INTO SERVICE UNTIL SO AUTHORIZED BY THE MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH.

SITE

13. PLANTING BACKFILL MIXTURE: 4 PARTS TOPSOIL (ON-SITE OR IMPORTED), 1 PART PEAT MOSS, 1/2 PART WELL ROTTED MANURE AND 10 LBS. 5-0-5 PLANTING FERTILIZER, MIXED THOROUGHLY PER CUBIC YARD.

3. THE COMPACTION TESTS WILL BE CONDUCTED BY A LICENSED TESTING LABORATORY AND RESULTS SUBMITTED TO DESIGN ENGINEER.

MC EWEN DR.

12. ANY CONCERNS RELATED TO SITE CONDITIONS AND/OR PLANT LOCATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.

19. LOCATIONS OF EXISTING BURIED UTILITIES SHOWN ON THE SITE PLAN ARE BASED UPON THE BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE TO CALL FOR A UTILITY STAKEOUT PRIOR TO COMMENCING PLANT INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, AND SITE APPURTENANCES WHICH OCCURS AS A RESULT OF LANDSCAPE INSTALLATION OPERATIONS.

SOIL RESTORATION NOTES

18. ALL AREAS DISTURBED BY SITE GRADING AND/OR UTILITY INSTALLATION SHALL RECEIVE APPROVED TOPSOIL (BASED ON APPROVED SAMPLES SUBMITTED BY THE CONTRACTOR) AND SPREAD TO A DEPTH NOT LESS THAN SIX (6")INCHES AFTER COMPACTION. TOPSOIL PLACED FOR LAWNS SHALL BE FINE GRADED, SEEDED, MULCHED AND WATERED UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. THIS IS EXCLUDING FOUNDATION PLANT BEDS, AND ENTRANCE AREAS.

8. DUST CONTROL MEASURES SHALL BE APPLIED AS NEEDED. SWEEP ROADWAYS WHEN THEY BECOME SEDIMENT LADEN. MINIMIZE DISTURBED AREAS, APPLY TEMPORARY SOIL STABILIZATION PRACTICES SUCH AS MULCHING, SEEDING, AND SPRAYING WATER. WATER SHALL BE SPRAYED AS NEEDED BUT AVOID EXTRA SPRAYING WHICH COULD CREATE RUNOFF AND EROSION PROBLEMS.

NOTES APPROVALS TOWN ENGINEER

WATERVIEW PHASE III WEBSTER, NY

PLANNING BOARD CHAIRMAN

TOWN/CITY: WEBSTER

TOWN HIGHWAY SUPERINTENDENT

COUNTY

MONROE

4. THE WATER MAIN PIPELINE AND APPURTENANCES SHALL BE PRESSURE/LEAKAGE TESTED IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF THE AWWA STANDARD C600, C602, C604, OR C605 (MOST RECENT VERSION AS APPLICABLE) OR IN ACCORDANCE WITH MORE STRINGENT REQUIREMENTS IMPOSED BY THE SUPPLIER OF WATER.

STATE

PROJECT NO.:

20243903.0002

FIRE MARSHAL

DRAWING NO.:

3. 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.

*MULCH THE AREA WITH HAY OR STRAW AT 2 TONS/ACRE. WOOD FIBER HYDROMULCH OR OTHER SPRAYABLE PRODUCTS APPROVED FOR EROSION CONTROL MAY BE USED IF APPLIED ACCORDING TO SPECIFICATIONS.

12. THE CONTRACTOR SHALL BE REQUIRED TO CLEAN MUD AND DEBRIS FROM PUBLIC ROADS, SHOULDERS AND DRAINAGE DITCHES SERVICING THE CONSTRUCTION SITE DURING AND AFTER THE COMPLETION OF THE PROJECT. THIS REQUIREMENT SHALL BE ENFORCED BY THE BUILDING INSPECTOR OR HIGHWAY SUPERINTENDENT.

LANDSCAPING NOTES:

D OA

TOPSOIL AND SEEDING NOTES:

YR BA

TOWN OF WEBSTER GENERAL NOTES:

MARITIME DR.

UTILITY CONTRACTOR COORDINATION NOTES:

C 201

TOWN ASSESSOR DATE:

WEBSTER SEWER DISTRICT

MAY 2026

DOME SECTION

NOTES

1.625"-2.41" C TO C

EDGE OF RAMP

1. QUANTITY OF TRUNCATED DOMES SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY, TO DEPICT REQUIRED SQUARE GRID PATTERN. 2. TRUNCATED DOMES ARE TO BE ALIGNED IN SQUARE GRID PATTERN IN PREDOMINANT DIRECTION OF TRAVEL.

2"-4"

0.625"

3" 6" 6"MIN.

1" 3"

FILL JOINTS WITH UNILOCK POLYMERIC JOINT SAND OR APPROVED EQUIVALENT

TYPICAL WARNING UNIT FOUNDATION COURSE NYSDOT ITEM No. 304-1 TYPE 4 SUBBASE MATERIAL

CONCRETE

NOTES

1. EXPANSION JOINTS AND FORMED CONTRACTION JOINTS ARE TO BE EDGED WITH CONCRETE FINISHING TOOLS.

8'-0"

2 STRANDS NO.12 GALV. GUY WIRE. PROVIDE (3) PER TREE EQUALLY SPACED WITH TURNBUCKLES (1/2"x6")

2"x2" STAKE (THREE WAY) USE 8' STAKES DRIVE 48" BELOW GROUND

REMOVE 3 OF BURLAP OR COVERING PRIOR TO BACKFILLING

ROOT COLLAR TO BE SLIGHTLY ABOVE SURROUNDING GRADE MULCH CANNOT BE MORE THAN 1 " THICK AT ROOT COLLAR EXTENDING AT LEAST 6" FROM THE BARK, THEN IT CAN BE THICKENED

UNIT FILL

FLAGGING

WEED BARRIER 3" MULCH PLACED AT LEAST 3" TO 6" AWAY FROM THE TRUNK

AUTOMATIC SET BACK (4" PER UNIT)

FINISHED GRADE

60°

3.715" TYPICAL ROOT BALL

2"x4"x48" WOOD STAKES-NOTCHED

OPTION FOR AREAS WITH GOOD DRAINAGE

1" MINIMUM COARSE SAND BEDDING MATERIAL 2" DIAMETER WEEP HOLE AT LOW POINT 5. ENTIRE DETECTABLE WARNING SYSTEM FILL WITH COARSE FIELD INCLUDING TRUNCATED DOMES, SAND BEDDING MATERIAL IS TO BE DARK GRAY IN COLOR, PER MUNSELL BOOK NOTATION 10BG 3/1, FEDERAL STANDARD 595B NUMBER 36081, OR APPROVED EQUIVALENT. 6" SUBBASE COURSE

PER MANUFACTURER

STAKING

FOR ALL TREES SMALLER 4" CAL AND EVERGREENS 5'-12' HT. REMOVE STAKE ONE YEAR AFTER PLANTING.

R

LOAMY TOPSOIL MIXTURE

4 PARTS TOPSOIL 1 PART ALL-GRO COMPOST MIX

NOTES:

UNDISTURBED SOIL

1. FENCE TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS.

WALL BASE (SEE DETAIL)

SPACING PER PLAN

SITE

S

N.T.S.

Y ROOT BALL

ROOT BALL

AS PER ANLA STD. GOOD SOIL TYPICAL PLANTING

5'-6" MIN.

FACE OF CURB

6" LIFT OF #1 & #2 SCREENED GRAVEL OR CRUSHED LIMESTONE

NYP1-2

UNDISTURBED EARTH

E

NYP1-2

MODIFIED INTERNATIONAL SYMBOL OF ACCESS

Ø14.95

DU

SUMP MADE OF CORRUGATED PLASTIC TUBING FILLED WITH GRAVEL MAY BE REQUIRED IN HIGH WATER TABLE AREAS

AS PER ANLA STD. POORLY DRAINED CLAYEY SOILS

SHRUB PLANTING DETAIL 2"x2" SQ. UNISTRUT POST LENGTH VARIES (GALVANIZED STEEL)

SAW CUT EXISTING WALK TO REMAIN

CT I

LE

I RO

EXPANSION JOINT

NOTE

1. ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE 2. GRATE HAS LIGHT DUTY RATING 3. QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 4. PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT 5. SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF JUSTICE, 28 CFR PART 36.

CURB/WALL - OPTIONAL AT BACK EDGE OF RAMP

Ø 11.64

CONTRACTION JOINT

SAW CUT, OR WET CUT CONCRETE WITH TROWEL OR JOINT TOOL 2" MINIMUM DEPTH FULL WIDTH OF CONCRETE SLAB.

Jacob Lewis

3'-0"

R7-8

SAW CUT SIDEWALK AT JOINT NEAREST CONSTRUCTION LIMITS

A

3 1/2" I.D. PIPE SLEEVE

CLIENT:

VAN

CONCRETE BASE

ACCESSIBLE

B

3" COVER

CONSTRUCTION JOINT

A

TYPICAL POST MOUNT HANDICAP SIGN INSTALLATION

ACCESS RAMP TYPE C ISOMETRIC

(SIGN IN LANDSCAPE AREA OR SIDEWALK)

12 1

TRANSITION CURB

N.T.S.

5' HEADER CURB

BACKFILL MATERIAL BELOW AND TO SIDES OF STRUCTURE SHALL BE NATIVE SOIL AND BE PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED TO A MIN OF 90%

TOP OF PAVEMENT

TRANSITION CURB

1'-8"

EDMUND MARTIN, P.E. ANDREW BURNS, P.E. JACOB LEWIS, E.I.T.

NO. DATE BY 1

02/28/25

DESCRIPTION

JDL PER TOWN COMMENTS

5 6 7

2. SURFACE OF ACCESS RAMP IS TO BE STABLE, FIRM AND SLIP-RESISTANT. TEXTURE SURFACE WITH COARSE BROOM RUNNING TRANSVERSE TO SLOPE OF ACCESS RAMP.

9' - 0"

6" MIN.

FOUND. COURSE ITEM 609.04 07

PROJECT MANAGER PROJECT ENGINEER DESIGNER

1. 1:12 IS MAXIMUM SLOPE OF ACCESS RAMP AND SIDE FLARES.

(TYP.)

(585) 325-1000 FAX: (585) 325-1691

NOTES:

f'c= 4000 psi

242 WEST MAIN ST., SUITE 100 ROCHESTER, NY 14614

VIEW A-A

BIT. PAVEMENT SEE PAVEMENT SECTION 20' - 0" (TYP.)

NYLOPLAST DROP IN GRATES FIT INSIDE ADS N-12, HANCOR DUAL WALL, SDR 35 SEWER, & IPS SCH 40 DWV PIPE

TOPSOIL

SEE BLOWUP FOR STRIPING DIMENSIONS

4" WIDE PAINTED WHITE STRIPE

TOP OF CURB

9" 2"

4" WIDE WHITE PAINTED STRIPE

Passero Associates

CURB/WALL - OPTIONAL AT BACK EDGE OF RAMP

N.T.S.

CONCRETE SIDEWALK

20" SPACE (TYP.)

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

SIDEWALK

R7-8P 12" DIA.

NOTES

1) THE GRAVEL OR STONE BASE SHALL BE PLACED ON A WELL GRADED AND COMPACTED SUBGRADE. THE GRAVEL OR STONE BASE SHALL BE THOROUGHLY COMPACTED. 2) ALL EXPOSED SURFACES SHALL BE BROOMED AND EDGES FINISHED WITH A 1.4" RADIUS EDGING TOOL. THE FINISHED CONCRETE SURFACE SHALL BE TREATED WITH A CLEAR, NON-YELLOWING CURING COMPOUND. 3) CONCRETE SHALL BE PLACED USING COLD WEATHER CONCRETE PROCEDURES IN ACCORDANCE WITH ACI 306 WHEN THE AMBIENT AIR SURFACE TEMPERATURE IS BELOW 40 DEGREES. 4) ALL WORK SHALL MEET THESE SPECIFICATIONS. 5) ALL WORK SHALL CONFORM TO ADA REQUIREMENTS.

5/14/2026 9:48 AM

8 UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND ARTICLE 147 SECTION 7307, THESE PLANS ARE COPYRIGHT PROTECTED. ©

SIDEWALK ACCESS RAMP N.T.S.

45°

MOUNTABLE CONCRETE CURB DETAIL

CURB LINE

1/2" PREMOLDED BITUMINOUS-IMPREGNATED FELT FULL DEPTH OF CONCRETE CURB

2'-0"

CONCRETE OR GRANITE CURB PER DETAIL

MATCH TRANSITION CURB TO ADJACENT CURB AND FINISHED GRADE FINISH GRADE PER PLANS

NOTES

1. PROVIDE 5/8" MAX. LIP FOR HEADER CURB AT SIDEWALK RAMPS. 2. TRANSITION CURB LENGTHS SHALL BE FROM 18" TO 36" AS DETERMINED BY THE PROJECT MANAGER UNLESS OTHERWISE INDICATED IN THE DRAWINGS. MATCH TRANSITION CURB TO ADJACENT CURB OR HEADER CURB/PAVEMENT.

CONC. CURB/ GRANITE CURB

6" SAW CUT FULL DEPTH (15" MIN.)

BIT. PAVEMENT SEE PAVEMENT SECTION

R=1 1/2"

GRASS EDGE TRENCH

2.75'

30°

16"

15" 36" NOTE: 1. TRANSITION CURB LENGTHS SHALL BE 36" UNLESS OTHERWISE INDICATED IN THE DRAWINGS.

TRANSITION CURB TO GRADE N.T.S.

60°

PLANTING BED

3" (TYP.)

PLANNING BOARD CHAIRMAN

TOWN/CITY: WEBSTER TOWN HIGHWAY SUPERINTENDENT

TRANSITION CURB DETAIL N.T.S.

COUNTY

MONROE

WEED BARRIER

DRAWING NO.:

C 202

18"

PLANTING BED EDGE TRENCH CONCRETE CURB DETAIL N.T.S.

STATE

20243903.0002

FIRE MARSHAL UNDISTURBED EARTH

18" - 36" ( SEE NOTES )

WATERVIEW PHASE III WEBSTER, NY

PROJECT NO.:

6" PERFORATED CORRUGATED POLYETHYLENE UNDERDRAIN PIPE AND FILTER MATERIAL

PAVEMENT SECTION

(FOR CONNECTION TO EXISTING PAVEMENT) N.T.S.

TOWN ENGINEER

NYSDOT ITEM NO 1'-8" 609.04 CLASS 'A' CONCRETE 6"

REFER TO ENTRANCE PROFILE (RIGHT) FOR SLOPE

PAVEMENT KEY DETAIL

APPROVALS

9" CRUSHED STONE MEETING NYSDOT ITEM 304.12 PAVEMENT

N.T.S.

1/8" PITCH TOWARD ROADWAY

EXIST. SLOPE

EDGE OF PAVEMENT

N.T.S.

SHEAR STEP SAW CUT 2' WIDE x 1 1/2" DEEP TACK COAT ALL VERT. & HORIZ. SURFACES PRIOR TO TOP COAT. CAP ALL NEW SEAMS WITH JOINT SEALER

TYPICAL PARKING PAVEMENT MARKING LAYOUT

DETAILS

NYLOPLAST DRAIN AND GRATE

N.T.S.

C ROAD

Y:\PROJECTS-NEW\2024\20243903\20243903.0002\01_CAD-BIM-MODELS\CIVIL\20243903.0002 DETAILS.DWG

STAMP:

N

B SIDE VIEW

TOWN OF WEBSTER N.T.S.

1.25 SIDEWALK

Y

WA

LOCATION SKETCH

N.T.S. 2' MIN. TO CURB

INT

S

UT

TOPSOIL MIXTURE

CROSS-SLOPE NOT TO EXCEED 1/4" PER FOOT

5" THICK CLASS K CONCRETE TYPICAL 7" THICK THROUGH DRIVEWAYS 3500 PSI MINIMUM

AS PER ANLA STD.

SIGN PANEL

PO

GE DRID WIN DR.

IN

FINISHED GRADE

POL L

ONLY 1" OF MULCH WILL BE PERMITTED AROUND TRUNK

WILLOW

T O WA T E

NOT

WEED BARRIER

5' TYPICAL REFER TO SITE PLAN

A RW

DO

3" MULCH

N.T.S.

1/2" PREMOLDED BITUMINOUSIMPREGNATED FELT FULL WIDTH AND DEPTH OF CONCRETE SLAB.

MC EWEN DR.

N.T.S.

OP L AS T

NY L

D OA

DETECTABLE WARNING SURFACE DETAIL

YR BA

24 S.F. GRAVITY WALL CROSS SECTION W/ MASS EXTENDER

N.T.S.

CONCRETE GUTTER DETAIL

25' TO NEXT EXPANSION JOINT 5'-0" 5'-0"

DRAIN TILE

N.T.S.

TREE PLANTING DETAIL

3. EXPANSION JOINTS TO BE AT 100' INTERVALS AND SHALL BE FORMED WITH 3/4" WIDE PREMOLDED BITUMINOUS JOINT FILLER. THE FILLER MATERIAL SHALL BE CUT TO CONFORM TO THE CROSS SECTION OF THE GUTTER.

REMOVE, REPLACE AND RESTORE UNSTABLE SUBGRADE AS ORDERED BY ENGINEER

STONE STRONG MASS EXTENDER (USE ON WALLS 7.5' AND TALLER)

DECORATIVE FENCE

SECTION

2. CONTRACTION JOINTS TO BE AT 10' INTERVALS AND SHALL BE FORMED OR SAW CUT TO A DEPTH OF 1/2" BELOW THE SURFACE OF THE GUTTER.

6" STEP @ EDGE OF SIDEWALK

STONE STRONG 24 S.F. RETAINING WALL UNIT

A

#1 AND #2 CRUSHED STONE WEEP WITH 4" PERFORATED PVC WEEP PIPE ENCASED IN WEEP STONE

SIDEWALK

4. DETECTABLE WARNING SYSTEM FIELD IS TO BE LOCATED SUCH THAT OUTER EDGE OF WARNING FIELD NEAREST TO STREET IS 2 TO 4 INCHES OFF BACK EDGE OF CURB.

STONE STRONG 24 S.F. RETAINING WALL TOP UNIT

R

3. DETECTABLE WARNING SYSTEM FIELD IS TO BE 2 FEET DEEP, AND IS TO EXTEND ACROSS FULL WIDTH OF SIDEWALK ACCESS RAMP, BUT NOT UP SIDE FLARES.

DOME SPACING

4000 P.S.I. CONCRETE

12"

BACK EDGE OF CURB

0.625"

4' TALL BLACK ALUMINUM DECORATIVE FENCE ALONG RETAINING WALL

D

10"

2 STRANDS NO.12 GALV. PLIABLE STEEL WIRE (TWIST TO TIGHTEN NOT OVER TIGHTEN, ALLOW FOR SOME SWAY)

1.625"-2.41" C TO C

N.T.S.

1'-8"

GUYING

FOR ALL TREES LARGER 4" CAL. AND EVERGREENS LARGER THAN 12'

GARDEN HOSE

ISOMETRIC

ASPHALT PAVEMENT SECTION

10"

SET TRUNK PLUMB LEAN SLIGHTLY INTO PREVAILING WIND

0.90"-1.41"

COMPACTED EXISTING SUBGRADE (TOPSOIL REMOVED)

2'-6"

3" SQUARE POST. 14 GAUGE WALL THICKNESS.

MARITIME DR.

SIDEWALK

2-6" LIFTS OF #2 CRUSHER RUN COMPACTED PROVIDE GEOTEXTILE AS REQUIRED OR AS DIRECTED BY ENGINEER

CORNER TO BE EDGED.

2'0"

4'-0"

0.20"

6" STEP @ EDGE OF PAVEMENT FOR EACH COURSE

SEE GRADING PLAN

3 4" SQUARE PICKET. 16 GAUGE WALL THICKNESS.

50%-60% OF BASE DIAMETER

9" MIN.

121" TYPE 7 TOP COURSE (COMPACTED) 221" TYPE 3 DENSE BINDER COURSE (COMPACTED)

TOWN ASSESSOR DATE:

N.T.S. WEBSTER SEWER DISTRICT

MAY 2026

2 CUTOFF TRENCH DESIGN BOTTOM

B

W O PERSPECTIVE VIEW

24" MAX @ CENTER

EXISTING GROUND

FRAME

12'MIN.

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

BURIED FABRIC

DROP INLET WITH GATE

PLAN VIEW

20"MIN.

1' MIN.

FLOW UNDISTURBED GROUND

1 1

FILTER FABRIC

18"

COMPACTED SOIL

GATHER EXCESS AT CORNERS

4" SECTION VIEW

SECTION B-B NOT TO SCALE

3. 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.

CONSTRUCTION SPECIFICATIONS 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 3. STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. 4. 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. 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY.

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

MAXIMUM DRAINAGE AREA 1 ACRE

CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS

1. 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.

1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES AND LOCATIONS SHOWN IN THE PLAN. 2. 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. 3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING AROUND THE DAM. 4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE. 5. 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.

2. FILTER CLOTH TO BE 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.

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

FILTER FABRIC DROP INLET PROTECTION

N.T.S.

OW

FLO

SPRING LINE OF PIPE

MINIMUM 6" CRUSHED STONE FOR LEVELING PRECAST CONCRETE BASE

UNDISTURBED EARTH OR ROCK

STANDARD STORM MANHOLE DETAIL N.T.S.

WEAKENED PLANE JOINT (TYP. EACH CORNER)

STABILIZED CONSTRUCTION ACCESS

W

MC EWEN DR.

N.T.S. 6"

OUTLET AS REQUIRED SEE ITEM 8 BELOW.

SEE PLAN

PLAN VIEW

CONSTRUCTION SPECIFICATIONS 1. 2. 3. 4. 5.

6. 7. 8.

CHANNEL GRADE 0.5-3.0% 3.1-5.0% 5.1-8.0% 8.1-20.%

A(5 AC. OR LESS) SEED AND STRAW MULCH SEED AND STRAW MULCH SEED WITH JUTE OR EXCELSIOR, SOD LINED WITH 4-8" RIP-RAP

1:1 OR FLATTER

PROPOSED 4" PVC UNDERDRAIN IN PAVEMENT AREAS COATED WITH 2 COATS OF BITUMINOUS TAR FLOW

1/4"/FT

CROSS SECTION CONSTRUCTION SPECIFICATIONS 1.

B(5 AC -10AC) SEED AND STRAW MULCH SEED USING JUTE OR EXCELSIOR LINED WITH 4-8" RIP-RAP OR RECYCLED CONCRETE EQUIVALENT ENGINEERED DESIGN

9. PERIODIC INSPECTION AND REQUIRED MAINTENANCE MUST BE PROVIDED AFTER EACH RAIN EVENT.

SECTION "A-A"

RIP-RAP DETAIL

N.T.S.

TEMPORARY SWALE DETAIL

SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. THE VOLUME OF SEDIMENT STORAGE SHALL BE 1800 CUBIC FEET PER ACRE OF CONTRIBUTORY DRAINAGE. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION SHALL BE MINIMIZED. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE CONSTRUCTED DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. ALL CUT SLOPES SHALL BE 1:1 OR FLATTER.

COMPACTED ITEM 605.10 AROUND PIPE AND TO 3" ABOVE TOP OF PIPE, REMAINDER OF THE TRENCH TO BOTTOM OF ROAD BASE TO BE FILLED WITH RUNOF-BANK GRAVEL COMPACTED IN 6" LIFTS

1. ALL CONCRETE TO BE 3500 psi CLASS A N.Y.S.D.O.T. ITEM 601.05 2. ALL CONCRETE IN CONTACT WITH ASPHALT PAVEMENT SHALL BE COVERED WITH A TACK COAT IN ACCORDANCE WITH N.Y.S.D.O.T. SECTION 407.

Jacob Lewis 5/14/2026 9:48 AM Y:\PROJECTS-NEW\2024\20243903\20243903.0002\01_CAD-BIM-MODELS\CIVIL\20243903.0002 DETAILS.DWG

O.D.

CL UNDERDRAIN AND GUTTER FLOW LINE

18"x26" PRECAST CONCRETE CATCH BASIN SEE NOTE 4

TOWN OF WEBSTER

LOCATION SKETCH

ONE OR TWO COURSES COMMON BRICK WITH MORTAR

N.T.S.

DING

STAMP:

B ROCK

Y

WA

3" TOPSOIL AND BED

SEE NOTE 2

UNDISTURBED EARTH

CONCRETE ENCASEMENT

#1 CRUSHED STONE BACKFILL SEE NOTE 3

O.D.

A

12" N-12 PLASTIC PIPE MIN 1% SLOPE 12"

12" 12"MIN.

COMPACTED SELECT FILL

COMPACTED SELECT FILL STONE BEDDING

1/2O.D. B

UNDISTURBED EARTH

PIPE DIA. DIM. A DIM. B

PROPOSED HDPE PIPE SEE PLAN FOR ELEV

INT

6" PERF. PIPE ENTIRE LENGTH OF GUTTER

A

N.T.S.

INVERT SEE PLAN FOR ELEV

PROPOSED HDPE PIPE (SEE PLAN)

CONCRETE 3000 PSI

A A

FIRST CLASS CLASS "B"

24" X 24" CATCH BASIN

6" UNDERDRAIN

CONCRETE GUTTER

PO

LIMIT OF TRENCH EXCAVATION

ROCK

STANDARD CATCH BASIN

3500 P.S.I. CAST IN PLACE

B

24" X 24" CATCHBASIN

SAND MEDIA

B

B ROCK CONCRETE (3000 PSI MIN.) UNDISTURBED EARTH CONCRETE CRADLE CLASS "A"

STONE BEDDING

N.T.S.

6" UNDERDRAIN

CAST IRON FRAME AND GRATE, NEENAH R 3359,

A

12"MIN.

UNDISTURBED EARTH

CATCH BASIN SEDIMENT TRAP

SEE PLAN FOR ELEV

O.D.

OR EQUIVALENT

6" COMPACTED No. 2 STONE IF PRECAST BASE USED

MAXIMUM DRAINAGE AREA

3 ACRES

24"x24" GRATE SEE PLAN FOR ELEV

A

FILL SUMP WITH CONCRETE

N.T.S.

24"x24" GRATE (SEE PLAN)

24"x24" OR 36"x36"

FLOW

PLAN VIEW A

ALL TEMPORARY SWALES SHALL HAVE UNINTERRUPTED POSITIVE GRADE TO AN OUTLET. DIVERTED RUNOFF FROM A DISTURBED AREA SHALL BE CONVEYED TO A SEDIMENT TRAPPING DEVICE. DIVERTED RUNOFF FROM AN UNDISTURBED AREA SHALL OUTLET DIRECTLY INTO AN UNDISTURBED STABILIZED AREA AT NON-EROSIVE VELOCITY. 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 SWALE. THE SWALE 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 BY EARTH MOVING EQUIPMENT. ALL EARTH REMOVED AND NOT NEEDED FOR CONSTRUCTION SHALL BE PLACED SO THAT IT WILL NOT INTERFERE WITH THE FUNCTIONING OF THE SWALE. STABILIZATION SHALL BE AS PER THE FLOW CHANNEL STABILIZATION CHART BELOW:

TYPE OF TREATMENT 1 2 3 4

# 4 BARS 12" OC BOTH WAYS

1' MIN.

1:1 OR FLATTER

A

COMPACTED SELECT FILL

AS REQUIRED

WILLOW

GE DRID WIN DR.

30" (MIN)

YARD DRAIN

O.D.

POSITIVE DRAINAGE

0.5% OR STEEPER DEPENDENT ON TOPOGRAPHY

FINISH GRADE

LIMIT OF TRENCH EXCAVATION A

6" 6"

2'-2"

MIN. OR 1/4 O.D.

SWALE B 1' 6'

SEE PLAN

CROSS SECTION

SWALE A 1' 4'

C D

ANCHOR BOLT

FL OW

FL

SITE

4'-2"

1/2 O.D.

OW

SLOPE 2:1 OR FLATTER

D MIN. LEVEL

SLOPE 2:1 OR FLATTER

A

EXISTING GROUND

GUTTER FLOW LINE

GRATE TO BE NYSDOT RETICULINE TYPE 9. (24"X24") OR TYPE 6 OR EQUAL (36"x36") 24" 24"x24" OR 36" X 36" P.C. CONCRETE INLET BOX 3" 4" PRECAST

STORAGE AREA C MIN.

#4 BENT BARS, OVERLAP 12", 2" MIN COVER

3/4" FULL DEPTH EXPANSION JOINT

D OA

N.T.S.

FL

9" IN EARTH (MIN.) OR 6" IN ROCK (MIN.)

1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. 4. 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. 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. 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. 7. 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. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN

N.T.S.

SILT FENCE DETAIL

BENCH WALLS SLOPE 1/2" PER FT. (TYP.)

YR BA

STONE CHECK DAM

PRECAST CONCRETE BASE

CONSTRUCTION SPECIFICATIONS

16"MIN.

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

7" MANHOLE JOINTS SHALL CONFORM TO ASTM C443 OR C990

SECTION A-A NOT TO SCALE

MORTAR TOP SLAB PLASTIC M & A INDUSTRIES MANHOLE STEPS WITH DROP FRONT DESIGN AND GROOVED THREAD SURFACE. PROVIDE 4" KNOCK OUT FOR WEEP PIPE COAT INSIDE AND OUTSIDE SURFACES WITH TWO COATS OF COAL TAR COATING A.S.T.M. D-450 TYPE B

24" 5" SQUARE OPENING 12" TYP.

MARITIME DR.

FILTER FABRIC

8" MIN.

CONCRETE RISER SECTIONS A.S.T.M. C 478

11"

1.5' MIN.

50'MIN.

FL

H (Ft) X= SLOPE (FT/FT)

PRECAST SPACERS MAXIMUM THREE COURSES

1"-6"

W

O FL

B 9"MIN.

PROFILE

HEIGHT OF FILTER = 16" MIN.

A PROFILE NOT TO SCALE

24" MAX.

MOUNTABLE BERM (OPTIONAL)

1'-8"'

H

FILTER CLOTH

EXISTING GROUND

FILL ALL AROUND WITH CONCRETE EXCEPT IN PAVEMENT & COAT WITH TAR

10"

CREST 24" MAX @ CENTER

5:1

6"MIN.

3' MIN.

EXISTING PAVEMENT

10' MIN.

S LO P E

TOE

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

A

50'MIN.

FABRIC

EXISTING PAVEMENT

10' MAX. C. TO C. L L

SAME ELEVATION

CUTOFF TRENCH 18" WIDE 6" DEEP

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

RETICULINE TYPE NO. 9 CAST IRON FRAME AND COVER. COVER TO BE VENTED AND HAVE "STORM" CAST INTO TOP. ALL TOP SLABS & CASTING SHALL BE HS-20 LOADING CAPABLE FINISHED GRADE

STAKE

10' MIN.

SPACING VARIES DEPENDING ON CHANNEL SLOPE X

1.5' MAX.

2"X4" WOOD FRAME

UP TO 18"

1.0'

21" TO 36"

1.5'

OVER 36"

1.5'

12"

SPECIAL BEDDING IN UNSTABLE MATERIAL

STONE BEDDING OR COARSE AGGREGATE AS DETERMINED BY DEVELOPER'S ENGINEER

1. TRENCH BACKFILL SHALL BE AS REQUIRED BY THE HIGHWAY OWNER. 2. SELECT FILL SHALL BE SAND, GRAVEL, AND SIMILAR MATERIAL WHICH SHALL BE FREE FROM CLAY, LOAM, ORGANIC MATERIAL, DEBRIS, FROZEN MATERIAL AND SHALL CONTAIN ONLY SMALL AMOUNTS OF STONE, PEBBLES OR LUMPS OVER ONE INCH IN GREATEST DIMENSION BUT NONE OVER TWO INCHES IN GREATEST DIMENSION. 3. STONE BEDDING SHALL MEAN APPROVED IMPORTED AGGREGATE MEETING THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATION, JAN 2, 1990 EDITION, AS REVISED, SUBSECTION 703-0201 "CRUSHED STONE". PRIMARY SIZE 1 OR A MIXTURE OF PRIMARY SIZES 1 AND 2 WASHED. 4. COARSE AGGREGATE SHALL MEAN APPROVED IMPORTED AGGREGATE MEETING THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATION, JAN 2, 1990 EDITION, AS REVISED, SUBSECTION 703-0201 "CRUSHED STONE". PRIMARY SIZE 3 AND/OR 4 5. THIS FIGURE APPLIES TO SANITARY MAINLINE AND LATERAL PIPE INSTALLATION AS WELL AS FORCEMAINS.

#1 CRUSHED STONE BEDDING

NOTES

1. STANDARD SPECIFICATION REFERENCES SECTION 1B-EARTHWORK SECTION 1C-GUTTERS AND SIDEWALKS SECTION 2A-STORM DRAINAGE 2. ALL INTERIOR & EXTERIOR CONCRETE SURFACES TO RECEIVE TWO COATS KOPPERS SUPER SERVICE BLACK, OR EQUIVALENT 3. GROUT ALL SPACES BETWEEN PRECAST INLET AND PIPING (TYP.) 4. PRECAST REINFORCED CONCRETE CATCH BASIN TO HAVE 6" MINIMUM WALLS AND BOTTOM. 5. DETAIL SHOWN IS FOR GUTTER INLET FOR YARD INLET, SEE DETAIL ABOVE

STORM SEWER/SANITARY SEWER BEDDING DETAILS

CLIENT:

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

GUTTER INLET N.T.S.

Passero Associates 242 WEST MAIN ST., SUITE 100 ROCHESTER, NY 14614

(585) 325-1000 FAX: (585) 325-1691

PROJECT MANAGER PROJECT ENGINEER DESIGNER

EDMUND MARTIN, P.E. ANDREW BURNS, P.E. JACOB LEWIS, E.I.T.

NO. DATE BY 1

N.T.S.

OUTLET

12"

02/28/25

DESCRIPTION

JDL PER TOWN COMMENTS

2 3 4 5 6

SECTION VIEW

FRONT VIEW

OUTLET CONTROL STRUCTURE

FILL SUMP WITH 3500 PSI CONCRETE

SAND FILTER CONTROL STRUCTURE

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND ARTICLE 147 SECTION 7307, THESE PLANS ARE COPYRIGHT PROTECTED. ©

UNDERDRAIN COLLECTION SYSTEM

BERM

PLAN VIEW

N.T.S.

DETAILS

APPROVALS

WATER QUALITY 6" TOPSOIL OVER MEMBRANE 1:3 M

INFLOW

AX.

FROM SI

INV SEE PLAN 6" PONDING

CONTROL STRUCTURE SEE DETAIL ABOVE

CLASS 0 RIP RAP (4" AVE) STONE SURFACE 6" THICK.

6" PONDING 3 max

1:3 max

TE

WATER QUALITY

OUTLET STRUCTURE

TOWN ENGINEER

4" THICK STONE MULCH MEDIUM WASHED RIVER GRAVEL PLANNING BOARD CHAIRMAN

24" DEEP 100% CONCRETE SAND WITH PERC RATE >1"/15 MIN

6" UNDERDRAIN TO CONNECT TO OVERFLOW C.B. GEOTEXTILE FABRIC. MIRAFI 140N OR APPROVED EQUAL.

PROVIDE PLASTIC WATERPROOF MEMBRANE IN BERM OR STORMWATER MANAGEMENT AREA

SECTION VIEW

2.5-4' PLANTING SOIL

TOWN HIGHWAY SUPERINTENDENT FILTER FABRIC

UNDERDRAIN

10" OF CLEANED WASHED GRAVEL (APPROX. 1.5" TO 2" DIAMETER ROCK)

NOTE

1. FOR ALL SEEDING & STABILIZATION MEASURES IT IS THE RESPONSIBILITY OF THE OWNER & DEVELOPER TO ENSURE THAT FINAL STABILIZATION OCCURS AS REQUIRED BY THE NYSDEC. 2. SAND SHALL NOT BE PLACED IN BIO RETENTION AREA UNTIL SITE HAS REACHED 50% STABILIZATION. SILT FENCE TO BE PROVIDE AROUND ENTIRE BIO RETENTION AREA AT ALL TIMES.

SAND FILTER (SOIL MEDIA SECTION)

WATERVIEW PHASE III WEBSTER, NY

TOWN/CITY: WEBSTER

OUTFLOW PIPE FIRE MARSHAL

COUNTY

MONROE

20243903.0002

UNDERDRAIN

TOWN ASSESSOR

6" PERFORATED PIPE IN 10" GRAVEL JACKET

DRAWING NO.:

C 203

PROFILE VIEW WEBSTER SEWER DISTRICT

SECTION VIEW

STATE

PROJECT NO.:

BIORETENTION AREA N.T.S.

DATE:

MAY 2026

SP 1

WATERVIEW PHASE III PLANT SCHEDULE 2024.12.10

OHD

HQ 1

IG 2

OHD

HQ 1

OHD

FOUNDATION PLANTING DETAIL A (WITH WALL, 4 BUILDINGS) PO 4

IG 2

CA 2 OHD

QTY

BOTANICAL NAME

COMMON NAME

SIZE

ROOT

SPACING / SPREAD

REMARKS

MATURE HEIGHT

NATIVE

Fall Planting Hazard

40-50'

Yes

OHD

KEY

DECIDUOUS TREES AR

Acer rubrum "Franksred"

Red Sunset Maple

2 1/2-3"

B&B

As Shown

3 1/2-3"

B&B

As Shown

2 1/2-3"

B&B

As Shown

GT

Gleditsia triacanthos var. "Inermis"

Thornless Shademaster Honey Locust

NS

Nyssa sylvatica "Wildfire"

Black Gum

Fall Planting Hazard

60-80'

30-50'

Yes

EVERGREEN TREES OHD

OHD

RK 6

JV

Juniperus virginiana "Emerald Sentinel"

Sentinel Eastern Red Cedar

5-6'

B&B

4-6'

15-20'

Yes

PG

Picea Glauca

White Spruce

5-6'

B&B

10-15'

8-10'

Yes

PN

Pinus Nigra

Austrian Pine

6-7'

B&B

25-30''

40-60''

PP

Picea Pungens "Fat Albert"

Colorado Blue Spruce

5-6'

B&B

7-10'

10-15'

Yes

PS

Pinus Strobus

Eastern White Pine

7-8'

B&B

20-30'

50-80'

Yes

8-10'

B&B

RETAINING WALL

OHD

RA 2 OHD

IG 2

OHD

IG 2

CA 2

CCL 2

OHD

FOUNDATION PLANTING DETAIL B (NO WALL, 1 BUILDING)

OHD

HQ 2

OHD

SP 1

OHD

Amelanchier x grandiflora " Robin Hill Pink"

Robin Hill Serviceberry

CC

Cercis canadensis "The Rising Sun" - (TF)

The Rising Sun Redbud (Tree Form)

6-7'

B&B

CV

Chioanthus virginicus

Fringetree

6-7'

B&B

MS

Magnolia stellata "Royal Star"

Royal Star Magnolia

7-8'

SV

Syringa vulgaris "Agincourt"

Agincourt Lilac

20-25'

Yes

As Shown

Fall Planting Hazard

8-12'

Yes

As Shown

Multi-Stemmed

18-20'

Yes

B&B

As Shown

Heavy

10-15'

5-6'

B&B

As Shown

Multi-Stemmed

8-10'

Yes

15-20'

Multi-Stemmed

SHRUBS CA

Clethra alnifolia "Sixteen Candles"

Sixteen Candles Summersweet

2-3'

#3 Cont.

3-5'

3-4'

Yes

CCL

Cotinus coggygria "Lilla"

Lilla Dwarf Smoke Bush

2-3'

#3 Cont.

HQ

Hyrangea quercifolia "Ruby Slippers"

Ruby Slippers Oakleaf Hydrangea

2-3'

#5 Cont.

3-4'

4-5'

IG

Ilex glabra "Shamrock"

Shamrock Inkberry

2-3'

#5 Cont.

(1) male to (4) female

4-5'

Yes

(1) male to (6) female

OHD

IM

Ilex x meserveae "Monwilde"

Little One Blue Holly

#3 Cont.

RA 2

PO

Physocarpus opulifolius "Little Joker"

Little Joker Dwarf Ninebark

2-3'

#3 Cont.

3-4'

Yes

RA

Rhus aromatica "Gro-Low"

Gro-Low Fragrant Sumac

18-24"

#3 Cont.

6-10'

2'-4'

Yes

RK

Rosa "Knock-out"

Knockout Rose

18-24"

#3 Cont.

3-4'

SP

Syringa petula 'Miss Kim'

Miss Kim Dwarf Lilac

30-36"

#5 CONT.

3-6'

fragrant bloom

MC EWEN DR.

SITE

1. Existing Trees & Buffer Material to Remain & be Protected During Construction. 2. Native NYS plants are noted. 3. All plants shall be as specifies or approved equal.

D OA

SP 1

AG

YR BA

RK 2

HQ 2

FLOWERING AND ORNAMENTAL TREES

MARITIME DR.

SP 1

WILLOW

PO

INT

Y

WA

GE DRID WIN DR.

SP 1

TOWN OF WEBSTER DHO

6 UNIT FOUNDATION PLANTING DETAIL

LOCATION SKETCH

DHO

N.T.S.

DHO

RK 2

CCL 2 DHO

54.7'

CA 2

STAMP:

CA 2

DHO

RK 2

DHO

CCL 2

FOUNDATION PLANTING DETAILS 1"=30'

CLIENT:

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

Y:\PROJECTS-NEW\2024\20243903\20243903.0002\01_CAD-BIM-MODELS\CIVIL\20243903.0002 DETAILS.DWG

5/14/2026 9:48 AM

Jacob Lewis

Passero Associates 242 WEST MAIN ST., SUITE 100 ROCHESTER, NY 14614

(585) 325-1000 FAX: (585) 325-1691

PROJECT MANAGER PROJECT ENGINEER DESIGNER

EDMUND MARTIN, P.E. ANDREW BURNS, P.E. JACOB LEWIS, E.I.T.

NO. DATE BY 1

02/28/25

DESCRIPTION

JDL PER TOWN COMMENTS

2 3 4 5 6 7 8 UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND ARTICLE 147 SECTION 7307, THESE PLANS ARE COPYRIGHT PROTECTED. ©

DETAILS APPROVALS TOWN ENGINEER

WATERVIEW PHASE III WEBSTER, NY

PLANNING BOARD CHAIRMAN

TOWN/CITY: WEBSTER

TOWN HIGHWAY SUPERINTENDENT

COUNTY

MONROE

STATE

PROJECT NO.:

20243903.0002

FIRE MARSHAL

DRAWING NO.:

C 204

TOWN ASSESSOR DATE:

WEBSTER SEWER DISTRICT

MAY 2026

12" MIN

MECHANICAL ROOM INTERIOR WALL 6" NEPTUNE MACH 10 METER

8" WATTS LEAD FREE SERIES 957 RPZ W/ 2-OS&Y VALVES AS ONE UNIT 6" OS&Y GATE VALVE

2" METER TESTING TAP. FOR MCWA USE ONLY

6" OS&Y GATE VALVE 8" DIP ELBOW

37 34"

8"x6"x6" DIP TEE 12 34 "

30" MIN

40" MAX 18" MIN

60" MAX

50"

6"x6"x8" DIP TEE 6" NEPTUNE PLATE STRAINER

18"

8" DIP

8" DIP ELBOW 8" DIP

18" MIN

8" OS&Y GATE VALVE ON RISER

6"- 3,000 PSI CONC SLAB 6" DRAINAGE RELIEF PIPE

6"- 3,000 PSI CONC FLOOR SLAB 8" ZINC COATED CLASS 52 DIP FROM 8" EXISTING WATERMAIN

ELEVATION VIEW N.T.S.

8" ZINC COATED CLASS 52 DIP

DRAIN TO BE 12" ABOVE FINAL EXTERIOR GRADE

8" DIP

TO SITE

8" OS&Y GATE VALVE ON RISER MECHANICAL ROOM INTERIOR WALL 12" MIN. 6" DIP ELBOW 6" DIP ELBOW 50"

18"

12" MIN

YR BA

12" MIN

MC EWEN DR. MARITIME DR.

SITE

30" MIN

D OA

6" OS&Y GATE VALVE

WILLOW

MECHANICAL ROOM EXTERIOR WALL 8" WATTS LEAD FREE SERIES 957 RPZ W/ 2-OS&Y VALVES AS ONE UNIT 6" NEPTUNE MACH 10 METER WITH STRAINER

PO

INT

Y

WA

GE DRID WIN DR.

2" METER TESTING TAP. FOR MCWA USE ONLY

6"x6"x8" DIP TEE 6" OS&Y GATE VALVE

TOWN OF WEBSTER

LOCATION SKETCH

6" DRAINAGE RELIEF PIPE WITH FLAPPER VALVE AND RODENT SCREEN

N.T.S. STAMP:

INSTALLATION NOTES

1. ANY DEVIATION FROM THESE PLANS SHALL REQUIRE RE-APPROVAL BY ENGINEER. 2. ALL DIMENSIONS ARE MINIMUM. 3. ALL LOCAL & STATE CODES SHALL GOVERN. 4. THIS PLAN MAY BE ROTATED FOR OPPOSITE INSTALLATION. 5. VALVES WITH RPZ SHALL BE AS ONE UNIT. 6. RPZ SHALL BE LOCATED IN A LIGHTED AND HEATED AREA. 7. ALL NECESSARY PIPE & EQUIPMENT SUPPORT SHALL BE PROVIDED. 8. AIR GAP FITTINGS ARE NOT ALLOWED. 9. ALL PIPING BEFORE THE BACKFLOW PREVENTER(S) TO BE BRASS, COPPER, OR CEMENT LINED DUCTILE IRON AND BE MECHANICALLY JOINED. 10. VICTAULIC FITTINGS SHALL NOT BE USED UPSTREAM OF THE BACKFLOW PREVENT. 11. BACKFLOW PREVENTER SHALL BE INSTALLED SO ALL TESTING PORTS WILL BE TOP OR FRONT SIDE OF THE DEVICE. RELIEF PIPE NOTES RPZ RELIEF GAP SHALL BE A MINIMUM OF TWO TIMES THE RPZ DISCHARGE OPENING. 6" DRAIN. PROVIDE FUNNEL FITTING CENTERED UNDER RPZ RELIEF VALVE. TERMINATE AT OUTSIDE GRADE. PROVIDE RODENT SCREEN, SPLASH BLOCK AND FLAPPER VALVE. DRAIN LINE MUST BE LOCATED 1' ABOVE FINAL EXTERIOR GRADE. IT IS THE RESPONSIBILITY OF THE OWNER TO KEEP THE DRAIN CLEAR OF OBSTRUCTIONS.

PLAN VIEW N.T.S.

12"x12" SPLASH BLOCK

R.P.Z. SCHEMATIC DESIGN

CLIENT:

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

Y:\PROJECTS-NEW\2024\20243903\20243903.0002\01_CAD-BIM-MODELS\CIVIL\20243903.0002 DETAILS.DWG

5/14/2026 9:48 AM

Jacob Lewis

Passero Associates 242 WEST MAIN ST., SUITE 100 ROCHESTER, NY 14614

(585) 325-1000 FAX: (585) 325-1691

PROJECT MANAGER PROJECT ENGINEER DESIGNER

EDMUND MARTIN, P.E. ANDREW BURNS, P.E. JACOB LEWIS, E.I.T.

NO. DATE BY 1

02/28/25

DESCRIPTION

JDL PER TOWN COMMENTS

CMB

4 5

CMB

7 8 UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND ARTICLE 147 SECTION 7307, THESE PLANS ARE COPYRIGHT PROTECTED. ©

DETAILS APPROVALS TOWN ENGINEER

WATERVIEW PHASE III WEBSTER, NY

PLANNING BOARD CHAIRMAN

TOWN HIGHWAY SUPERINTENDENT

TOWN/CITY: WEBSTER COUNTY: MONROE

STATE

PROJECT NO.:

FIRE MARSHAL

20243903.0002 DRAWING NO.:

C 206

TOWN ASSESSOR DATE:

WEBSTER SEWER DISTRICT

MAY 2026

YR BA

MC EWEN DR. MARITIME DR.

D OA

SITE

WILLOW

PO

INT

Y

WA

GE DRID WIN DR.

TOWN OF WEBSTER

LOCATION SKETCH N.T.S. STAMP:

CLIENT:

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

Y:\PROJECTS-NEW\2024\20243903\20243903.0002\01_CAD-BIM-MODELS\CIVIL\20243903.0002 DETAILS.DWG

5/14/2026 9:48 AM

Jacob Lewis

Passero Associates 242 WEST MAIN ST., SUITE 100 ROCHESTER, NY 14614

(585) 325-1000 FAX: (585) 325-1691

PROJECT MANAGER PROJECT ENGINEER DESIGNER

EDMUND MARTIN, P.E. ANDREW BURNS, P.E. JACOB LEWIS, E.I.T.

NO. DATE BY 1

02/28/25

DESCRIPTION

JDL PER TOWN COMMENTS

DETAILS APPROVALS TOWN ENGINEER

WATERVIEW PHASE III WEBSTER, NY

PLANNING BOARD CHAIRMAN

TOWN HIGHWAY SUPERINTENDENT

TOWN/CITY: WEBSTER COUNTY: MONROE FIRE MARSHAL

STATE

PROJECT NO.:

20243903.0002 DRAWING NO.:

TOWN ASSESSOR

C 205 DATE:

WEBSTER SEWER DISTRICT

MAY 2026

YR BA

MC EWEN DR. MARITIME DR.

D OA

SITE

WILLOW

PO

INT

Y

WA

GE DRID WIN DR.

TOWN OF WEBSTER

LOCATION SKETCH N.T.S. STAMP:

CLIENT:

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

2" x 2" WOODEN STAKES PLACED 10' O.C. 24" COMPOST SOCK Jacob Lewis

WORK AREA

242 WEST MAIN ST., SUITE 100 ROCHESTER, NY 14614

(585) 325-1000 FAX: (585) 325-1691

8" THICK CRUSHER RUN STONE (2 LIFTS) (NYSDOT TYPE 2)

PROJECT MANAGER PROJECT ENGINEER DESIGNER

EDMUND MARTIN, P.E. ANDREW BURNS, P.E. JACOB LEWIS, E.I.T.

MIRAFI 500X GEOTEXTILE FABRIC OR APPROVED EQUAL COMPACTED SUBSOIL

NO. DATE BY

AREA TO BE PROTECTED

18" MIN

5/14/2026 9:49 AM Y:\PROJECTS-NEW\2024\20243903\20243903.0002\01_CAD-BIM-MODELS\CIVIL\20243903.0002 DETAILS.DWG

Passero Associates

SEE PLAN

SECTION

CLASS II RIP-RAP PER TABLE 4.1 FROM THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL 2" x 2" WOODEN STAKES PLACED 10' O.C.

TENCATE MIRAFI H2Ri OR APPROVED EQUAL

1. EACH LIFT TO BE COMPACTED WITH VIBRATORY ROLLER.

STORMWATER ACCESS ROAD

N.T.S.

1. 2.

24" COMPOST SOCK

WATER FLOW

WORK AREA

NOTES

1. ALL MATERIAL TO MEET SPECIFICATIONS. 2. COMPOST SOCKS FILL TO MEET APPLICATION REQUIREMENTS. 3. FILTER MEDIA TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER.

PLAN

02/28/25

DESCRIPTION

JDL PER TOWN COMMENTS

4 5 6 7

18" MIN

8 UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND ARTICLE 147 SECTION 7307, THESE PLANS ARE COPYRIGHT PROTECTED. ©

NOTES:

AREA TO BE PROTECTED

3' MIN SLOPE SHALL BE GRADED TO 2:1 OR FLATTER PRIOR TO PLACING RIP RAP. PLACE THE FABRIC DIRECTLY ON THE PREPARED FOUNDATION. OVERLAP THE EDGES BY AT LEAST 2 FEET. BURY THE UPPER AND LOWER ENDS OF THE FABRIC A MINIMUM OF 12 INCHES BELOW GROUND. TAKE PRECAUTIONS NOT TO DAMAGE THE FABRIC BY DROPPING THE RIPRAP. IF DAMAGE OCCURS, REMOVE THE RIPRAP AND REPAIR THE SHEET BY ADDING ANOTHER LAYER OF FILTER FABRIC WITH A MINIMUM OVERLAP OF 12 INCHES AROUND THE DAMAGED AREA. PLACEMENT OF THE RIPRAP SHOULD FOLLOW IMMEDIATELY AFTER PLACEMENT OF THE FILTER FABRIC. PLACE RIPRAP SO THAT IT FORMS DENSE, WELL-GRADED MASS OF STONE WITH A MINIMUM OF VOIDS. THE DESIRED DISTRIBUTION OF STONES THROUGHOUT THE MASS MAY BE OBTAINED BY SELECTIVE LOADING AT THE QUARRY AND CONTROLLED DUMPING DURING FINAL PLACEMENT. PLACE RIPRAP TO ITS FULL THICKNESS IN ONE OPERATION. DO NOT PLACE RIPRAP BY DUMPING THROUGH CHUTES OR OTHER METHODS THAT CAUSE SEGREGATION OF STONE SIZES. BE CAREFUL NOT TO DISLODGE THE UNDERLYING BASE OR FILTER WHEN PLACING THE STONES. ENDS OF THE RIP RAP SHALL BE KEYED INTO A STABLE BANK. WHEN TYING INTO OTHER STRUCTURES, LARGER RIPRAP CAN BE LAID IN STEPS OR STACKED AS NEEDED TO FIT. STONES LARGER THAN THOSE DESIGNATED FOR FLOW (12") SHALL BE USED FOR THIS PURPOSE.

GIANT COMPOST SOCKS FOR SEDIMENT CONTROL

RIP-RAP SLOPE STABILIZATION

N.T.S.

DETAILS APPROVALS TOWN ENGINEER

WATERVIEW PHASE III WEBSTER, NY

PLANNING BOARD CHAIRMAN

TOWN/CITY: WEBSTER

TOWN HIGHWAY SUPERINTENDENT

COUNTY

MONROE

STATE

PROJECT NO.:

FIRE MARSHAL

20243903.0002 DRAWING NO.:

C 207

TOWN ASSESSOR DATE:

WEBSTER SEWER DISTRICT

MAY 2026

End of document