Willowpoint Waterview Phase Iii Site Plans 021825 Pb 3425

HORIZONTAL SCALE 0

150

300

SCALE

1"=150'

DRAWING INDEX

WATERVIEW APARTMENTS PHASE III

COVER

C 102

SITE PLAN

C 103

EXISTING CONDITIONS / DEMOLITION PLAN

SITE DEVELOPMENT PLANS

C 104

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

MONROE COUNTY I NEW YORK SITE DATA

20243903.0002

UTILITY PLAN

TAX ACCOUNT NUMBER:

093.06-3-64.11

PARCEL ADDRESS:

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 202-206 DETAILS

BA

SITE

ZONING DATA

REQUIRED

PROPOSED

WILLOW

ZONING DISTRICT

MHR MEDIUM HIGH RESIDENTIAL

TOWN OF WEBSTER STEEP SLOPE ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

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

OHD OHD

OHD

OHD OHD

OHD

BUILDING 3 PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

OHD OHD

X X

X

DHO

BUILDING 5 PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

X

3+00

X

DHO

HIDDEN HARBOUR WAY

OHD

D OH

OH

D

OHD OHD OHD

D

LOW WIL

INT PO

Y WA

5 ACRES

13.152 ACRES

25%

TOWN OF WEBSTER

LOCATION SKETCH N.T.S. STAMP:

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

STALLS QTY

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

CLIENT

2 SPACES PER UNIT UNITS x 2= 112

144 SPACES/56 =2.57 SPACES PER UNIT

9' X 20'

STALL SIZE - PERPENDICULAR

9' X 20'

DRIVE AISLE WIDTH

90/60/45 DEG

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

20'

NOTES

* VARIANCE REQUIRED UN

MO

ENVIRONMENTAL DATA

ASH

VE

DRI

N TAI

ME

RITI

MA

IL

TRA

CAPTAINS COVE LANE

D

OH

Jacob Lewis

AREA

OHD

2/18/2025 8:17 AM

1805'

OHD OHD

WINDRIDGE DRIVE

N/A

OHD

OH OH

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

27'

OHD

E

OHD

1+0

2 G DING ORY BUIL D 2-ST BUILDIN ME POSE PRO WNHO TO UNIT

D

PROPOSED SAND FILTER

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

MARITIME DRIVE

OHD

ST

Y WA

OHD OHD

D

OHD

ST

DEPTH

PARKING

AN

ST

OHD

ST

MH

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

D

MH

D

OH

DMH MH

D

330'

IA L

DRAINAGE INLET MH

299 LF 24" RCP

PROPOSED BIO-RETENTION AREA #3

OL

119 LF 24" RCP

OHD

D OH

298 LF 24" RCP

OHD

GN

STM. MANHOLE

X

MA

140 LF 24" RCP

RK G PA SF DO ,500 ±1

2+00

MH

D

STM. MANHOLE

OHD

ITY UN MM R CO CENTE SF 00 ±1,5

D

OHD

X

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

MH

X X

OHD

36" CMP PERFORATED RISER

ALL KLEB T PIC OUR C

D

DHO

OA

DHO

X

DHO

PROPOSED BIO-RETENTION AREA #2

30'

YR

OHD

EXISTING STORMWATER POND

PROPOSED BIO-RETENTION AREA #1

N/A

BA

OHD

34 LF 30" CMP

OHD

BUILDING 6 PROPOSED 2-STORY 6 UNIT TOWNHOME BUILDING

BUILDING 4 PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

OHD

TOWN OF WEBSTER WOODLOT ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

86'

OHD

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

51'

66'

4+0

McEWEN DRIVE

INT

BUILDING

165'

152'

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

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

153'

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

WIDTH

COVERAGE

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

PO

GE DRID WIN DR.

LOT

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

D OA YR

MC EWEN DR. MARITIME DR.

TOWN OF WEBSTER l

C 101

NO

YES

STATE REGULATED WETLANDS (NYSDEC ERM):

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

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

PROJECT MANAGER PROJECT ENGINEER DESIGNER

DAVID COX, P.E. ANDREW BURNS, P.E. CAROLE HARVEY

X

FEDERALLY REGULATED WETLANDS (USFWS NWI):

X

NO. DATE BY

DESCRIPTION

IRONDEQUOIT BAY

FLOOD PLAIN (FEMA NFHL): FIRM PANEL: 36055C0209G DATED: 8/28/2008

ZONE X AREA OF MINIMAL FLOOD HAZARD

2 3 4

ENDANGERED SPECIES (NYSDEC ERM):

X

5 6 7 8

UTLITIES DATA PUBLIC WATER PROVIDED BY:

MONROE COUNTY WATER AUTHORITY

ELECTRIC SERVICE PROVIDED BY:

RG&E

GAS SERVICE SUPPLIED BY

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

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

TOWN/CITY: WEBSTER COUNTY: MONROE

STATE

PROJECT NO.:

20243903.0002 DRAWING NO.:

C 101 DATE:

FEBRUARY 2025

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

MC EWEN DRIVE

4+ 62

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

CURVE 15 MPH

OHD OHD

BUILDING 3 PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

EXISTING BUILDING

OHD

PROPOSED ASPHALT PAVEMENT

OHD

47'

OHD OHD

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

PROPOSED LIGHT POLE PROPOSED BUILDING MOUNTED LIGHT TOWN OF WEBSTER WOODLOT ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

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

PROJECT MANAGER PROJECT ENGINEER DESIGNER

DAVID COX, P.E. ANDREW BURNS, P.E. CAROLE HARVEY

NO. DATE BY 2

ACTUAL LIMITS OF STEEP SLOPES

3 5 7 8

EXISTING LIGHT POLE (TYP)

OH

D

OH

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

SITE PLAN

16'

APPROVALS 0' G2 STIN TORM MENT I X E E S ASE WID ER E SEW

NO TRESPASSING DEAD END

5/8" REBAR FOUND

PROPOSED HOTBOX

TRES NO

PAS

SING

W

W ILLO

P

T OIN

PLANNING BOARD CHAIRMAN

AY

W

TOWN ENGINEER

LP

MA

WINDBRIDGE DRIVE LP

ACTUAL LIMITS OF EXISTING STEEP SLOPES (> 15%)

TOWN/CITY: WEBSTER COUNTY: MONROE

ME DRI

FIRE MARSHAL

21D

21C

STATE

PROJECT NO.:

18B

20243903.0002 HIGHWAY SUPERINTENDENT

VE

TOWN OF WEBSTER STEEP SLOPE ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

WATERVIEW PHASE III WEBSTER, NY

TOWN ASSESSOR

18A

RITI

TOWN OF WEBSTER WOODLOT ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

DESCRIPTION

33.3

E SID K 10' C A B SET

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

TOWN OF WEBSTER STEEP SLOPE ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

TRANS CTV

TEL

Passero Associates

LP

OHD

O

14B

28.7' TRANS.

OHD

OH

EXISTING SIGN

OHD

HD

PROPOSED SIGN

CTV

OHD

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

PROPOSED CURB

14A OHD

CLIENT:

PROPOSED PAVEMENT STRIPING

14C

MARITIME DRIVE

75' FRONT SETBACK

LAWN AREA

PROPOSED PARKING COUNT PROPOSED ACCESS RAMP WITH DETECTABLE WARNING

LP

191'R

OHD

X ' 42.4

D

210'R

OH

Jacob Lewis

EXISTING EASEMENT LINE

PROPOSED CONCRETE

OHD

D

EXISTING CENTER LINE ROAD

15.4

2/18/2025 8:17 AM

X

SNOW STORAGE

40'

PROPERTY BOUNDARY

SETBACK

'R

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)

0 11

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

OHD

PROPOSED POST TOP LIGHT (TYP)

OHD

D

TING EXIS IDE 20' W RM STO R E SEW T MEN E S EA

STAMP:

LEGEND

X

OHD

OH

PROPOSED SAND FILTER

0 1+0

12'

LAWN AREA

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

9.5

N.T.S.

PROPOSED BIO-RETENTION AREA #3

LT

U 10

D OH

62.

Y WA

LOCATION SKETCH

18.7'

30'

48'

INT

PROPOSED BUILDING

14 SPHA A SED NT PO EME PRO PAV

D OH

ACK E SETB

45'

X

10'

ACTUAL LIMITS OF EXISTING STEEP SLOPES (> 15%)

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'

15B

15A

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 20'

OHD

K AR G P SF DO ,500 ±1

20'

X

36.2'

PO

GE DRID WIN DR.

TOWN OF WEBSTER OHD

OHD

44'

WILLOW

DOOR (TYP)

OHD

17.7'

44'

X

MC EWEN DR.

OHD

DHO

OHD

ALL LEB T K PIC OUR C

X

OHD

64'

OW SN RAGE STO

3' TRANSITION CURB TO GRADE

LAWN AREA

PROPOSED 4' WIDE STONE STRONG RETAINING WALL

54.7'

OHD OHD

PROPOSED 6" REVEAL CONCRETE CURB

PROPOSED BIO-RETENTION AREA #2

D OA YR

PATIO (TYP)

BA

PROPOSED 6' WIDE CONCRETE SIDEWALK

25'

PROPOSED ASPHALT DRIVEWAY (TYP)

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'

10.9'

75' FRONT SETBACK

95.4'

OHD

LAWN AREA

EXISTING 30' WIDE SANITARY SEWER EASEMENT

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

PROPOSED ASPHALT DRIVEWAY (TYP)

6.8' OHD

105.6'

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

DHO

44.8'

20'

117

48.6'

62.9'

12'

'R

137 'R 4+0 0

'R 10

X

LOT AR-2

LAWN AREA

'R 10

PROPOSED 2.5' WIDE CONCRETE GUTTER

38.5'

15.4'

LAWN AREA

MARITIME DR.

15'R

'R

EXISTING 50' WIDE EASEMENT TO MCWA

OHD

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

18C

DIRECTOR OF COMMUNITY DEVELOPMENT

DRAWING NO.:

C 102 DATE:

FEBRUARY 2025

HORIZONTAL SCALE 30

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

18"

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

CM P

IL 8" T

31 LF 12" CPP @ 3.42%

E

5/8" REBAR FND

CB TG=359.59' SW.INV=391.94'

210 LF 15" CMP @ ?%

1" PIPE FOUND

42 LF 12" CMP @ 6.26%

55 LF 15" CMP @ 1.38%

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'

191 LF 15" CMP @ 4.83%

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

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

STEEL GUARDRAIL

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

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

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

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

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

LOT AR-2

REPUTED FM EMERGENCY BYPASS VALVE CONNECTION

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 +/-

EXISTING STORM SEWER CB, MH & INLET MH

168 LF 12" CPP @ 3.31%

HYD

WV

SITE

EXISTING ELECTRIC LINE LP

15B REMOVE EXISTING TREES & BRUSH

EXISTING LIGHT POLE

TRANS

EXISTING TRANSFORMER

CTV

EXISTING CTV

EM

EXISTING ELECTRIC METER

HHE

MARITIME DR.

MC EWEN DR.

EXISTING SANITARY SEWER AND MANHOLE

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

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 WATER SERVICE HYDRANT & VALVE

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'

78 LF 24" CMP @ 26.90%

HO LE

% " RCP @ 7.85

107 LF 24

TH G PA

TIN EXIS

REMOVE AND DISPOSE OF EXISTING 24" CMP PIPE

2/18/2025 8:17 AM

183 LF 12" CPP @ UNDETERMINED%

Passero Associates 14B

2 5.4 %

HHE

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

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

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.

23 LF 8" CMP @ 8.68%

5/8" REBAR FOUND

NO TRESPASSING DEAD END

REMOVE AND DISPOSE OF EXISTING DMH

5 6

388.33'

WINDBRIDGE DRIVE HHE

WV HYD

58 LF 2 4" CPP

NO

O

(REL

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

E) CAT

W

W ILLO

T OIN

Y WA

P

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

21D

21C

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

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. ©

EXISTING CONDITIONS & DEMOLITION PLAN WATERVIEW PHASE III WEBSTER, NY

18A

TOWN/CITY: WEBSTER COUNTY: MONROE

STATE

PROJECT NO.:

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

HHE

RITI

LP

U

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

HHE

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

62 LF 12" CPP @ 4.69%

413.79'

15" CMP

MA

CB TG=386.96' N.INV=384.46'

PM GAS N-S

P

402.97'

0' G2 TIN ORM ENT S I EX E ST SEM A WID ER E SEW

387.29'

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

46 LF 8" CMP @ 5.43%

CM F 8" 37 L 97% @ 9.

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

DESCRIPTION

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

REMOVE AND DISPOSE OF 8" CMP PIPE

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

DAVID COX, P.E. ANDREW BURNS, P.E. CAROLE HARVEY

TRANS CTV

PM GAS E-W

202 LF 30" RCP @ 0.11%

PROJECT MANAGER PROJECT ENGINEER DESIGNER

LP

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

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

EM

TING EXIS IDE ' 0 2 W RM STO R E SEW T MEN E S EA

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

CTV TEL

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

NO. DATE BY

TRANS.

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

CLIENT:

14C

28 LF 8" CMP @ 0.25%

REMOVE AND DISPOSE OF EXISTING 12" CPP PIPE SMH

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

28 LF 8" CMP @ 0.39%

MARITIME DRIVE

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

CP

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

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'

2" F1 2L 13

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 18C

DATE:

FEBRUARY 2025

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 @ ?%

55 LF 15" CMP @ 1.38%

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

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'

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

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'

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) RIM=407.50

EXISTING WATER SERVICE & VALVE

S

WV

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

EXISTING SANITARY SEWER & MH

S

6" SDR 21 SANITARY LATERAL @ 2.00% MIN

DB-6 (YARD DRAIN) RIM=407.50

CO

EXISTING ELECTRIC LINE

DB-2 (YARD DRAIN) TG=418.50

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

DAYLIGHT 8" STORM LATERAL TO FOREBAY

PROPOSED SANITARY SEWER & MH

LP HHE

CO

4" DIP COMBINED WATER SERVICE

183 LF 12" HDPE STM.@ 2.13%

W

168 LF 12" CPP @ 3.31%

E

PROPOSED UNDERGROUND ELECTRIC

E

PROPOSED LIGHT POLE

EXISTING LIGHT POLE

EXISTING SIGN

70 LF 8" PVC STM.@ 0.40%

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

8" DIP COMBINED WATER SERVICE

202 LF 30" RCP @ 0.11%

Jacob Lewis 2/18/2025 8:17 AM

RIM= 388.50 E INV = 380.85 S INV = 380.85 BOTTOM OF CHAMBER= 379.35 58 LF 30" HDPE STM.@ 0.25%

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

DA-1 12" END SECTION INV=357.00

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

Watermain Approval

Sanitary Sewer Approval

Monroe County Department of Public Health

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

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

Director of Public Health

______________________________________________________

___________________________________________________

By 183 LF 12" CPP @ UNDETERMINED%

FOREBAY

X

6" SDR-21 STORM DRAIN (TYP)

HHE

TRANS.

CTV TEL

6" SDR 21 SANITARY LATERAL @ 2.00% MIN

HHE

Public Health Engineer

Date

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

ND CO NE ECPP ' 24" 381.13 PP PROPOSED HOTBOX C = " V 12 CB IN ND NE E 381.55 83' P 6 P C 39 . INV= LF 24" TG= 92.33' 66 67% V=3 W.IN @ 1.

HHE

U

4" CPP

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

@ 4.95

INT

W

PO W O ILL

APPROVALS

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. ©

PLANNING BOARD CHAIRMAN

.04% P@9

P 18" C

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

UTILITY PLAN TOWN ENGINEER

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

PROPOSED SAMPLING/DISINFECTION TAP (TYP.)

MCWA TO EXCAVATE, INSTALL 8X8" TS&V, PERFORM TAP, AND BACKFILL FOR A QUOTED AMOUNT TO THE OWNER. CONTRACTOR TO SUPPLY DISINFECTION/SAMPLING TAPS AND ' DMH 395.30 5' PERFORM PERMANENT RESTORATIONS.

FIRE MARSHAL

DRI

WATERVIEW PHASE III WEBSTER, NY

WEBSTER SEWER DISTRICT

TOWN/CITY: WEBSTER

HYDRANT FLOW DATA

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

VE

' 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

F 158 L

LP

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

6 = RIM V=387. ' NE.IN =387.15 ' 5 V E.IN =387.1 V IN . W

' SMH 391.28 43' = RIM 378.

Y WA

ME

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

P@ CM F 8" INED% L 9 4 TERM NDE

58 LF 2

RITI

LP

DD-2 (2'X2' CB) WV TG=386.00 HYD SW INV=383.00

MA

CB TG=386.96' N.INV=384.46'

PM GAS N-S

HHE

DESCRIPTION

15" CMP

8" CL 52 ZINC COATED COMBINED WATER SERVICE

8 LF 12" HDPE STM.@ 4.69% CONNECT TO PIPE

P

DAVID COX, P.E. ANDREW BURNS, P.E. CAROLE HARVEY

HHE

CONNECT TO PIPE END AT 381.13

62 LF 12" CPP @ 4.69% END AT 381.55

MB

CM F 8" 37 L 97% . 9 @

PROJECT MANAGER PROJECT ENGINEER DESIGNER

TRANS CTV

46 LF 8" CMP @ 5.43%

CONTRACTOR TO COORDINATE PEDESTAL RELOCATION WITH RG&E

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

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

8 LF 24" HDPE STM.@ 1.73%

D

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

NO. DATE BY

LP

CO

Date

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

MONROE COUNTY HEALTH DEPT.

EM

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

Public Health Engineer

CLIENT:

Passero Associates

28 LF 8" CMP @ 0.25%

4" DIP COMBINED WATER SERVICE

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

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

TOWN OF WEBSTER WOODLOT ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

ACTUAL LIMITS OF EXISTING STEEP SLOPES (> 15%)

PROPOSED VALVE (TYP)

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

28 LF 8" CMP @ 0.39%

Date

PM GAS E-W

CO

FOREBAY

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

W

B

RE FO

4" DIP COMBINED WATER SERVICE

E DP LH

FILTER

DB-7 (YARD DRAIN) RIM=407.50

DAYLIGHT 8" STORM LATERAL TO FOREBAY

W

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

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

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

SAND

AY

W

PROVIDE THRUST BLOCKS AT TEES AND BENDS (TYP)

100 LF 12" HDPE STM.@ 13.86%

LP HHE

W

20 LF 24" HDPE STM.@ 100.53%

OS-1 (2'X2' CB) RIM=355.70 NW INV=350.60 S INV=353.50

BIO-RETNETION #3

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

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

DA-5.2 12" END SECTION INV=396.80

W

23 LF 12" HDPE STM.@ 13.65%

Signature

CB TG=417.43' E.INV=413.68'

X

PROPOSED UNDERDRAIN

RIM= 395.20 W INV = 380.85 BOTTOM OF CHAMBER= 379.35

P @ 7.85% 107 LF 24" RC

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

W

HYD

W

6" SDR 21 SANITARY LATERAL @ 2.00% MIN

Review Number ____________

WV

4" DIP COMBINED WATER SERVICE

X

CO 142 LF 12" HDPE STM.@ 0.25%

W

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

X

CO

CONNECT TO EXISTING INLET MANHOLE AT 350.46

PROPOSED 6" PVC UNDERDRAIN (TYP)

6" SDR 21 SANITARY LATERAL @ 2.00% MIN

STAMP:

Conforms to Monroe County Pure Waters Master Plan

PROPOSED 6" PVC UNDERDRAIN (TYP)

X

W

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

PE HD " W F 12 .86% 2 4L @ 14 TM. S

CO

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

X

W

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

X

196 LF 30" RCP @ 0.14%

W

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

4" DIP COMBINED WATER SERVICE

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

X

DB-1 (YARD DRAIN) TG=416.50

X

W

35 LF 12" HDPE STM.@ 0.32%

Irondequoit Bay South Central Pure Waters District

8" SDR 21 PVC STORM LATERAL (TYP)

X

H

N.T.S.

MARITIME DRIVE

FOREBAY

YD

4" DIP COMBINED WATER SERVICE

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

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

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

Y

WA

LOCATION SKETCH

ACTUAL LIMITS OF STEEP SLOPES

X

PROPOSED HYDRANT ASSEMBLY

INT

TOWN OF WEBSTER

DAYLIGHT 8" STORM LATERAL TO FOREBAY

61 LF 12" HDPE STM.@ 0.30%

PO

GE DRID WIN DR.

TOWN OF WEBSTER STEEP SLOPE ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

BIO-RETENTION #2

X

CO

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

X

D

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

W

6" SDR 21 SANITARY LATERAL @ 2.00% MIN

WILLOW

TOWN OF WEBSTER WOODLOT ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

X

PROPOSED SANITARY CLEAN OUT (TYP)

SITE

EXISTING GAS MAIN

DB-4 (YARD DRAIN) RIM=407.50

BIO-RETENTION #1

MC EWEN DR.

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.

COUNTY

MONROE TOWN HIGHWAY SUPERINTENDENT

STATE

PROJECT NO.:

20243903.0002 MONROE COUNTY WATER AUTHORITY

DRAWING NO.:

C 104

Contact

Tod Ferguson, Technical Support Supervisor (585) 442-2001, Ext 234 E-mail: tod.ferguson@mcwa.com

DIRECTOR OF COMMUNITY DEVELOPMENT

DATE:

FEBRUARY 2025

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'

WV HYD

RIP RAP LINED OVERFLOW

401.5

X

EXISTING CB TO BE PROTECTED (TYP)

X

402

396

X

. 403 FP=

5 40 06 7 4 40 408

403404 '

395

415

0 00.

DA-3 TG=395.50 4' DIA INLET MH

40 1

398

07.0

393

365

360

1 41

38 6

385 386 387 388

39 1

393 39 2

DESCRIPTION

4 5 6

CB TG=413.00'

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. ©

39 4

HHE

Y

A TW

DD-2 TG=386.00 2'X2' CB

OIN P W

LO WIL

CB TG=386.96'

DMH TG=412.28'

APPROVALS CB 403.23' TG=

LP HHE

PLANNING BOARD CHAIRMAN

WATERVIEW PHASE III WEBSTER, NY

MA

WV HYD

DMH390.78' TG=

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

COMMISSIONER OF PUBLIC WORKS

ME

SMH 391.28 = RIM

TOWN/CITY: WEBSTER TOWN ASSESSOR

COUNTY

MONROE

STATE

PROJECT NO.:

VE

' DMH 395.30 = RIM

TOWN OF WEBSTER STEEP SLOPE ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

DRI

ACTUAL LIMITS OF EXISTING STEEP SLOPES (> 15%)

DAVID COX, P.E. ANDREW BURNS, P.E. CAROLE HARVEY

PROPOSED RIP RAP OUTLET PROTECTION

396

395

RIP RAP LINED OVERFLOW

356.30

7 38

3 38 38

PROJECT MANAGER PROJECT ENGINEER DESIGNER

TRANS CTV

388

2 38

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

399

38 7

DA-2 TG=391.50 4' DIA INLET MH

HHE

1 38

DA-1 12" END SECTION INV=357.00

397

389

TOP OF BERM ELEV

356.80

PROVIDE PLASTIC WATERPROOF MEMBRANE IN BERM ON SAND FILTER

400

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

NO. DATE BY

356

404

401 402

D

CB TG=413.83'

390

HHE

LP

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

CLIENT:

EM

356

PROPOSED RIP RAP SLOPE STABILIZATION

TEL

392

7 37

SAND FILTER SURFACE

355.00

03.0

FP=4

1 41

410

5 37

FP=4

. 398 FP=

1+0

05.0

394

SMH RIM=386.31' 74

FP=4

9.0'

412

2 40

397

36 5

360

DA-5.2 12" END SECTION INV=396.80

0 FP=4

414 413

RIP RAP LINED OVERFLOW

401.5

409

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

399

398

373

Jacob Lewis

EXISTING SAN. MH TO BE ADJUSTED TO GRADE

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

CB TG=417.32'

LP HHE

408

4 FP=

DRAINAGE INLET MH TG=358.66'

DA-8 TG=401.50 2'X2' CB

MARITIME DRIVE

401

399

DRAINAGE MH RIM=377.86'

DMH RIM=421.38'

DB-7 TG=407.50 YARD DRAIN

401

397

375

402

396

DA-4 TG=395.50 2'X2' CB

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

X

398

2+00

PROPOSED 4' WIDE STRONG STONE RETAINING WALL (TYP)

CB TG=417.43'

395

394

380

2/18/2025 8:18 AM

DB-1 TG=416.50 YARD DRAIN

396

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

LOCATION SKETCH N.T.S.

417

X

3+00

FP=420.0'

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

X

385

RIP RAP LINED EMERGENCY SPILLWAY ELEV: 356.50

TOWN OF WEBSTER

FP IS GARAGE PAD ELEVATION AT THE GARAGE DOOR.

398

OS-1 TG=355.70 2'X2' CB

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

NOTE:

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

409

DA-7 TG=401.50 2'X2' CB

402

401

WILLOW

GE DRID WIN DR.

FP=398.0'

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

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

20243903.0002 FIRE MARSHAL

DRAWING NO.:

C 105 HIGHWAY SUPERINTENDENT

DATE:

FEBRUARY 2025

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'

ORANGE CONSTRUCTION FENCE (TYP)

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 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

USE EXISTING POND AS TEMPORARY SEDIMENT BASIN

36 5

360

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

CTV

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

365

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

SF NO TRESPASSING DEAD END

62 LF 12" CPP @ 4.69% WINDBRIDGE DRIVE HHE

SF

520

MAJOR CONTOUR

521

MINOR CONTOUR EXISTING MAJOR CONTOUR

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

DAVID COX, P.E. ANDREW BURNS, P.E. CAROLE HARVEY

NO. DATE BY

DESCRIPTION

TRANS CTV

CB TG=413.00' E.INV=411.10' 46 LF 8" CMP @ 5.43%

SF P@ CM F 8" INED% L 9 4 TERM NDE

U

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

@ 4.95

EROSION CONTROL PLAN

SEQUENCE A

' 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

W

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'

WATERVIEW PHASE III WEBSTER, NY

TOWN/CITY: WEBSTER COUNTY: MONROE

STATE

PROJECT NO.:

VE

' SMH 391.28 ' = 8.43 7 RIM 3 =

@ CPP F 18" 158 L

AY

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

INT PO

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.

P

CM F 8" 37 L 97% . 9 @

SF

W

58 LF 2

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. ©

ME

PROPOSED RIP RAP OUTLET PROTECTION

WV HYD

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

RITI

LP

TEMPORARY DRAINAGE SWALE

MA

CB TG=386.96' N.INV=384.46'

CLIENT:

LP

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

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'

PROPOSED STORM SEWER

INLET PROTECTION

SF

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

CONCRETE WASHOUT AREA

TOWN OF WEBSTER WOODLOT ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

HHE

SILT FENCE

EM

355

DOUBLE GIANT SILT SOCK

SF

EXISTING MINOR CONTOUR

HHE

TRANS.

STONE EMPLOYEE PARKING AREA AND STABILIZED CONSTRUCTION ENTRANCE

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

TEMPORARY DRAINAGE SWALE 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)

183 LF 12" CPP @ UNDETERMINED%

28 LF 8" CMP @ 0.25%

2/18/2025 8:18 AM

CP

STAGING AREA

ORANGE CONSTRUCTION FENCE

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%

GIANT SILT SOCK

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

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'

20243903.0002 DRAWING NO.:

C 105A DATE:

FEBRUARY 2025

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

403

402 401

YD

SF

W

SF

402

196 LF 30" RCP @ 0.14%

W

SF

40 1

398

410

412

1 41

W 397

TEMPORARY DRAINAGE SWALE

394

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

409

2 40

414 413

Jacob Lewis

W

399

398

373

36 5

3 60

415

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

W

395

STAGING AREA

W 5 40 06 7 4 40 408

W

365

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

ORANGE CONSTRUCTION FENCE

SF

SILT FENCE PROPOSED STORM SEWER TEMPORARY DRAINAGE SWALE

520

MAJOR CONTOUR

521

MINOR CONTOUR EXISTING MAJOR CONTOUR

CB TG=413.83'

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

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

PROJECT MANAGER PROJECT ENGINEER DESIGNER

DAVID COX, P.E. ANDREW BURNS, P.E. CAROLE HARVEY

EXISTING MINOR CONTOUR

NO. DATE BY

DESCRIPTION

S0F

39 1

393 39 2

38 6

HHE

SF

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. ©

HHE

Y

OIN P W

LO WIL

DMH390.78' TG=

CB 403.23' TG=

LP HHE

ME

STONE EMPLOYEE PARKING

' 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

TOWN/CITY: WEBSTER COUNTY: MONROE

STATE

PROJECT NO.:

VE

' SMH 391.28 ' = 8.43 7 RIM 3 =

DRI

' DMH 395.30 = RIM

TOWN OF WEBSTER STEEP SLOPE ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

EROSION CONTROL PLAN

SEQUENCE B

DMH TG=412.28'

A TW

HY

STABILIZED CONSTRUCTION ENTRANCE

TEMPORARY SEDIMENT BASIN

RITI

LP

SF

STONE CB TG=413.00'

SF

TEMPORARY DRAINAGE SWALE

SF

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

SF

398

SF

CB TG=386.96'

HHE

39 4

LP

MA

TOWN OF WEBSTER WOODLOT ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

DEAD END

386 387 388

CONSTRUCT RETAINING WALL

STAMP:

SF

396

395

CO

84 NO TRESPASSING

385 CONCRETE WASHOUT AREA

SF 7 38

3 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

N.T.S.

2 38

400 399

388

389

1 38

LOCATION SKETCH

CLIENT:

LEGEND

GIANT SILT SOCK

356

402

CONTRACTOR TO PROVIDE BYPASS PUMPING 397 WHEN MAKING CONNECTION CO

D

401

390

404 40

391

DMH401.19' TG=

CO

398

202 LF 30" RCP @ 0.11%

408

402

1 41

USE EXISTING POND AS TEMPORARY SEDIMENT BASIN

W

392

355

356

TOWN OF WEBSTER

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)

Y

WA

TRANS

INT

EM

PO

INLET PROTECTION

393

WILLOW

GE DRID WIN DR.

PROPERTY LINE

HHE

CB TG=417.32'

LP HHE

408

403404

DRAINAGE INLET MH TG=358.66'

2/18/2025 8:18 AM

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

MARITIME DRIVE

DRAINAGE MH RIM=377.86'

W

396

375

CO

CO TEMPORARY 12" CULVERT

SITE

401

SF

398

397

380

DMH RIM=421.38'

402

CO

W

396

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

CB TG=417.43'

401

385

CO

399

W

TREE CUTTING STOCKPILE

INLET PROTECTION (TYP)

SF

W

DISCHARGE POINT

WV HYD

W

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

417

SF

TEMPORARY DRAINAGE SWALE

418

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 SEDIMENT BASIN WITH STONE OVERFLOW

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

402

401

H

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

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'

20243903.0002 DRAWING NO.:

C 105B DATE:

FEBRUARY 2025

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 6

408

415

395

DISCHARGE POINT

40 1

398

2/18/2025 8:18 AM

1 41

410

397

3 60

TEMPORARY DRAINAGE SWALE

394

5 37

STABILIZED CONSTRUCTION ENTRANCE

404

365

389

STAMP:

SILT FENCE

520

MAJOR CONTOUR

521

MINOR CONTOUR

CLIENT:

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

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

DAVID COX, P.E. ANDREW BURNS, P.E. CAROLE HARVEY

NO. DATE BY

DESCRIPTION

TEMPORARY SEDIMENT BASIN

SF

S0F

39 1

393 39 2

HHE

SF

398

39 4

SF

38 6

7 38

3 38

396

395

CB TG=386.96'

LP HHE

SF

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. ©

HHE

EROSION CONTROL PLAN

SEQUENCE C

DMH TG=412.28'

Y

A TW

OIN P W

LO WIL

CB 403.23' TG=

LP HHE

HY

DMH390.78' TG=

ME

WATERVIEW PHASE III WEBSTER, NY

TOWN/CITY: WEBSTER COUNTY: MONROE

STATE

PROJECT NO.:

VE

' DMH 395.30 = RIM

DRI

TOWN OF WEBSTER STEEP SLOPE ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

SF

RITI

TOWN OF WEBSTER WOODLOT ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

CB TG=413.00'

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

SF

TEMPORARY DRAINAGE SWALE

SF

385 386 387 388

LP

SF

399

388

2 38

CONCRETE WASHOUT AREA

SF

EXISTING MINOR CONTOUR

356

400

397

D

402

390

1 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

N.T.S.

401

391

355

356

USE EXISTING POND AS TEMPORARY SEDIMENT BASIN

DMH401.19' TG=

398

408

402

1 41

356

392

LOCATION SKETCH

EM

TOWN OF WEBSTER

EXISTING MAJOR CONTOUR

TRANS

393

76 77

Y

WA

ORANGE CONSTRUCTION FENCE

TEMPORARY DRAINAGE SWALE

HHE

4 37

412

2 40

414 413

409

399

398

373

36 5

INT

PROPERTY LINE

PROPOSED STORM SEWER

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

DRAINAGE INLET MH TG=358.66'

LP HHE

MARITIME DRIVE

TEMPORARY 12" CULVERT

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

20243903.0002 DRAWING NO.:

C 105C DATE:

FEBRUARY 2025

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

410

403 408

CB TG=423.24'

S

399

S

409

407

405

404

406

400

397

421

420

HYD

419 WV

398

STONE SPILLWAY

DOUBLE ROW GIANT SILT SOCK

DISCHARGE POINT

408

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

408

X

SF

X

SF

521

MINOR CONTOUR

EXISTING MINOR CONTOUR CB TG=413.83'

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

DAVID COX, P.E. ANDREW BURNS, P.E. CAROLE HARVEY

NO. DATE BY

DESCRIPTION

SILT SOCK INLET PROTECTION

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

MAJOR CONTOUR

EXISTING MAJOR CONTOUR

SF

520

SF

38 6

MARITIME DRIVE

SF

SF 365

414 413

Jacob Lewis

SILT FENCE

EROSION CONTROL PLAN

SEQUENCE D

SEQUENCE D SILT FENCE

DMH TG=412.28'

CB 403.23' TG=

LP HHE

WATERVIEW PHASE III WEBSTER, NY

WV HYD

DMH390.78' TG=

ME

RITI TOWN/CITY: WEBSTER COUNTY: MONROE

STATE

PROJECT NO.:

VE

' DMH 395.30 = RIM

DRI

TOWN OF WEBSTER STEEP SLOPE ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

TRANS

HHE

OIN P W

LO WIL

HHE

CLIENT:

Y

SF

LP

STAMP:

MA

TOWN OF WEBSTER WOODLOT ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

N.T.S.

A TW

SF

CB TG=386.96'

LOCATION SKETCH

TEMPORARY DRAINAGE SWALE

SF

398

SF

TOWN OF WEBSTER

HHE

39 4

Y

WA

LP

1 41

386 387 388

393 39 2

412

2/18/2025 8:18 AM

415

SF

385 CONCRETE WASHOUT AREA

39 1

410

INT

7 38

3 38

399

396

395

SF

388

2 38

PO

PROPOSED STORM SEWER

389

1 38

SF

356

400

397

401 402

D

404

9 38

409

402

391

390

SF

EM

408

PROPERTY LINE

ORANGE CONSTRUCTION FENCE

HHE

398

1 41

SF

355

356

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

SF

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

5 40 06 7 4 40 408

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

408

403404

397

393

WILLOW

GE DRID WIN DR.

LEGEND

GIANT SILT SOCK

SF

398

4 37

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

DISCHARGE POINT

DRAINAGE INLET MH TG=358.66'

X

ITY UN MM ER CO CENT SF 500 ±1,

DRAINAGE MH RIM=377.86'

SITE

DMH RIM=421.38'

396

375

CB TG=417.43'

X

DEWATERING PIPE DISCHARGED TO TEMPORARY SEDIMENT BASINS

SF

398

397

380

X

SF

X

SF

401

399

385

WV HYD

K AR G P SF DO ,500 ±1

X

402

X

396

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

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

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.

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

20243903.0002 DRAWING NO.:

C 105D DATE:

FEBRUARY 2025

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=424.36'

DRAINAGE INLET MH TG=410.20'

CONSTRUCTION SEQUENCE FOR GRADING AND EROSION CONTROL:

TG=394.85'

396

SF

401

411

402

399

408

407

409 CB TG=423.24'

S

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

421

420

SF

SEQUENCE E SILT FENCE

SF

397

405

404

SF

S

406

400

SF

410

403

SF

413 412

10. 11.

HYD

419 398

WV

12.

X X

7 38 8

SF SF

SF

X X X

401

SF

X

SF

396

395

394

CB TG=417.43'

SF

399

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

3 60

410

397

36 5

394

412

2 40

414 413

409

399

398

373

DISCHARGE POINT

393

6 39

408 DMH401.19' TG=

PROPERTY LINE GIANT SILT SOCK

INT

Y

WA

TOWN OF WEBSTER

LOCATION SKETCH N.T.S. STAMP:

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

DAVID COX, P.E. ANDREW BURNS, P.E. CAROLE HARVEY

ORANGE CONSTRUCTION FENCE

SF CB TG=413.83'

SILT FENCE PROPOSED STORM SEWER

NO. DATE BY

DESCRIPTION

389

1 38

SILT SOCK INLET PROTECTION

39 1

393 39 2

39 4

HHE

398

LO WIL

CB TG=386.96'

CB 403.23' TG=

LP HHE

WATERVIEW PHASE III WEBSTER, NY

WV HYD

DMH390.78' TG=

ME

RITI TOWN/CITY: WEBSTER COUNTY: MONROE

STATE

PROJECT NO.:

VE

' DMH 395.30 = RIM

DRI

TOWN OF WEBSTER STEEP SLOPE ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

TEMPORARY SEDIMENT BASIN

MA

HHE

EROSION CONTROL PLAN

SEQUENCE E

Y

OIN P W

LP

DMH TG=412.28'

A TW

385

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. ©

HHE

38 6

386 387 388

INLET PROTECTION

STONE

396

395 7 38

3 38 38

EXISTING MINOR CONTOUR

399

388

2 38

EXISTING MAJOR CONTOUR CB TG=413.00'

356

400

397

D

MINOR CONTOUR

390

521

402

MAJOR CONTOUR

401

520

EM

391

404 40

398

355

356

8 37

TRANS

LP

1 41

356

402

392

7 37

365

PO

LEGEND:

HHE

CONCRETE WASHOUT AREA

WILLOW

GE DRID WIN DR.

TEMPORARY DRAINAGE SWALE

4 37 5 37

CB TG=417.32'

LP HHE

397

380

2/18/2025 8:19 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

HYD

MARITIME DRIVE

5 38 38

SF

X

SF

BUILDING 5 PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

X

SF

X

SF

X

402

393

SF

SITE

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

WV

X

STONE EMPLOYEE PARKING AND STAGING AREA

MC EWEN DR.

D OA

9 418

X

417

YR BA

401

400

X

SF SF

409

402

401

SEQUENCE E SILT FENCE

408

402 401

X 397

419 418

412 411

414 413

407

406

405

403

401

SF

TEMPORARY SEDIMENT BASIN WITH STONE OVERFLOW

404

402

DISCHARGE POINT

14.

419

410

405

402

D

13.

LP HHE

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

417 416 415

DOUBLE ROW GIANT SILT SOCK

DISCHARGE POINT

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 BEE 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

20243903.0002 DRAWING NO.:

C 105E DATE:

FEBRUARY 2025

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

AG 1

PG 1

IM 5

IM 6

X

JV PG 1 3

PS 1

CC 1

SV 1

HYD

OHD

X

WV

OHD

X

OHD

OHD OHD OHD

X

3+00

OHD OHD

OHD

X

CC 1 WV

LUMINAIRE SCHEDULE

OHD

X

N.T.S. STAMP:

X

LOCATION SKETCH

X X

OHD

OHD X

X

TOWN OF WEBSTER

X

1.0 FOOTCANDLES 0.5 FOOTCANDLES

X

0.25 FOOTCANDLES X

X

NS 3

X

LP HHE

X

D OH D OH

X

LXD DAYFORM BY STREETWORKS DARK SKY POST TOP FIXTURE

X X

X

MARITIME DRIVE

X

OH

X

D

X X X

X X

0 X

X

OHD

X

X X

D OH

OHD

X

2 ING TORY ING D L I S BU ED 2- BUILD POS HOME O R P OWN T N U IT

X

D OH

X

OHD

2/18/2025 8:19 AM

X

D

AR 1

OHD

17' BLACK TAPERED FIBERGLASS POLE

HHE

TRANS.

OHD OHD

TEL

NOTES

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.

CTV HHE

TRANS CTV

FINISH GROUND

FOUNDATIONS SHALL EXTEND BELOW FROST DEPTH PER LOCAL CODES.

X

LP

X

D

X

D OH

X

X X

X

COLONIAL RESIDENTIAL LANTERN

X X

X

N.T.S.

HHE

X

DAVID COX, P.E. ANDREW BURNS, P.E. CAROLE HARVEY

NO. DATE BY

DESCRIPTION

1 2 3 4 5

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. ©

12"

CV 1

GT 1

X

PROJECT MANAGER PROJECT ENGINEER DESIGNER

DIRECT BURY BASE PER MANUFACTURING RECOMMENDATION

CV 1

D OH

X

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

OHD

X

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

EM

OHD

X

LANDSCAPING & LIGHTING PLAN

X

HHE

Y WA T IN

X

ACTUAL LIMITS OF EXISTING STEEP SLOPES (> 15%)

P LOW

WIL LP HHE

TOWN/CITY: WEBSTER COUNTY: MONROE

E RIV

TOWN OF WEBSTER STEEP SLOPE ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

LP HHE

D ME

MB

WV HYD

O

RITI

TOWN OF WEBSTER WOODLOT ENVIRONMENTAL PROTECTION OVERLAY DISTRICT

WATERVIEW PHASE III WEBSTER, NY MA

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

X

OH

X

1+0

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

Jacob Lewis

X

MS 1

Passero Associates

48"

X

SV 2

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

POST LANTERN SPEC

UTLD TRADITIONAIRE LED DOWNLIGHT MODEL NO. UTLD-AF24-30-5LTD-U-5WQ

14'

X

CLIENT:

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

X

2+00

X

PROPOSED BIO-RETENTION AREA #3

MS 1

X

Y

WA

X

X ITY UN MM ER CO CENT SF 500 ±1,

X

MS 1

OH

INT

LIGHTING POLE W/ ISO FOOT CANDLE LINES-

X

PROPOSED SAND FILTER

PO

GE DRID WIN DR.

HYD

X

BUILDING 3 PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

X

DHO

OHD

X

K AR G P SF DO ,500 ±1

X

MS 1

X

DHO

OHD

BUILDING 5 PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

X

ALL LEBRT K C PI OU C

X

OHD

X

PROPOSED BIO-RETENTION AREA #2

X

PROPOSED BIO-RETENTION AREA #1

OHD

X

SV 1

X

OHD

X

OHD

X

X OHD

WILLOW

X

SV 1

X

AR 1 CC 1

PN 2

D OA

BUILDING 4 PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

MS 1

DHO

PN 2

OHD

X X

BUILDING 6 PROPOSED 2-STORY 6 UNIT TOWNHOME BUILDING

MC EWEN DR.

SITE OHD

OHD

SV 1

YR BA

LP HHE

MARITIME DR.

4+0 0

PP 5

GT 1

PP 3

GT 1

IM 6

X

OHD

CV 1

GT 3

JV 3

CV 1

AR 1

X

AR 1

PS 1

HQ 3

CV 1

X

JV 3

HQ 3

AG 1

JV 3

PG 1

PP 5

AR 1

X

HQ 3

CV 1

X

JV 3

GT 1

IM 5

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MC EWEN DRIVE

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4+ 62

HH WATER METER

STATE

PROJECT NO.:

APPROVED BY APPROVED BY

PLANNING BOARD CHAIRMAN

COMMISSIONER OF PUBLIC WORKS

20243903.0002

DATE

DRAWING NO.:

C 106

DATE DATE:

FEBRUARY 2025

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).

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.

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.

SANITARY NOTES 1. 2.

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.

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%.

Jacob Lewis

7. 8.

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

2/18/2025 8:19 AM

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

SPECIES

RATE IN LBS./ACRE

SPRING, SUMMER, OR EARLY FALL

RYEGRASS (ANNUAL OR PERENNIAL)

LATE FALL OR EARLY WINTER

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.

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. 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. 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.

SOIL RESTORATION NOTES

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.

THE EARTHWORK CONTRACTOR IS RESPONSIBLE FOR ROUGH GRADING AND RE-SPREADING 1. TOPSOIL IN ALL TURF AND LANDSCAPE AREAS (BEDS AND ISLANDS).

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

· WATER SERVICE(S) SHALL BE 1 INCH TYPE K COPPER FROM THE WATER MAIN TO THE CURB BOX AND 1 INCH (TYPE K SOFT COPPER OR PE #3408) FROM THE CURB BOX TO THE METER.

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.

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 TO BECOME FAMILIAR WITH EXISTING CONDITIONS AT THE SITE.

SUBMITTAL,

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.

· WATER METER(S) SHALL BE LOCATED ON THE INTERIOR OF EXTERIOR WALLS IMMEDIATELY UPON SERVICE ENTRANCE INTO THE · ALL GATE VALVES SHALL HAVE STAINLESS STEEL BODY AND BONNET BOLTS.

TESTS

· SOIL TEST. THE CONTRACTOR SHALL PROVIDE A SOIL TEST EVALUATION TO DETERMINE THE NEED FOR POLYETHYLENE ENCASEMENT PER ANSI/AWWS CL 05/AZ1.5-82 PRIOR TO WATER MAIN INSTALLATION. SOIL TESTING SHALL BE CONDUCTED BY AN APPROVED SOIL TESTING LABORATORY IN ACCORDANCE WITH WATER AUTHORITY STANDARDS.

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.

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.

· PRESSURE TEST. WATER MAINS TO BE PRESSURE TESTED IN ACCORDANCE WITH THE LATEST WATER AUTHORITY SPECIFICATIONS. A WATER AUTHORITY REPRESENTATIVE MUST WITNESS THIS TEST.

· HEALTH SAMPLE. THE WATER MAIN SHALL BE DISINFECTED EQUAL TO AWWA STANDARD SPECIFICATIONS, DESIGNATION C-651, BY USING THE CONTINUOUS FEED METHOD. AFTER FLUSHING AND DISINFECTING THE WATER MAIN, WATER SAMPLES SHALL BE COLLECTED FROM THE MAIN BY THE MONROE COUNTY HEALTH DEPARTMENT. FIRE HYDRANTS ARE NOT ACCEPTABLE SAMPLING POINTS. APPROVAL AND NOTIFICATION BY THE HEALTH DEPARTMENT MUST BE RECEIVED BEFORE THE MAIN IS PLACED IN SERVICE.

INSTALLATION

· WATER MAINS AND ALL WATER SERVICE LINES SHALL HAVE A MINIMUM OF FIVE FEET OF COVER FROM FINISHED GRADE IN LAWN AREAS AND A MINIMUM OF SIX FEET OF COVER FROM FINISHED GRADE IN PAVED AREAS.

· MINIMUM VERTICAL SEPARATION BETWEEN WATER MAIN AND SEWER MAINS SHALL BE 18" MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF CROSSING. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SEWER MAINS SHALL BE TEN FEET MEASURED FROM THE OUTSIDE OF THE PIPES. ONE FULL LENGTH OF WATER MAIN SHALL BE CENTERED UNDER OR OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT (COMPACTED SELECTED FILL) SHALL BE PROVIDED FOR THE SEWERS TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING ON AND BREAKING THE WATER MAINS.

· FIRE HYDRANT WEEP HOLES (DRAINS) SHALL BE PLUGGED WHEN GROUND WATER IS ENCOUNTERED WITHIN SEVEN FEET OF THE FINISHED GRADE.

· ALL MECHANICAL JOINT FITTINGS (TEES, BENDS, PLUGS, ETC.) SHALL BE BACKED WITH 2500 PSI CONCRETE THRUST BLOCKS

TOWN OF WEBSTER GENERAL NOTES

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

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.

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. 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.

MATERIAL

· WATER MAIN(S) SHALL BE 8 INCH DUCTILE IRON CEMENT-LINED CLASS 51.

LANDSCAPING NOTES:

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. 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. 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. 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.

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

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

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. 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.

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.

D OA

STORM SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE LATEST REGULATIONS OF THE MUNICIPALITY

TOPSOIL AND SEEDING NOTES:

YR BA

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

BUILDING(S). ON METERED SERVICES REQUIRING A 1 1/2-INCH OR LARGER METER A BYPASS AROUND THE METER IS REQUIRED.

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.

STORM NOTES 1.

PUBLIC WATER SYSTEM NOTES

MARITIME DR.

UTILITY CONTRACTOR COORDINATION NOTES:

WILLOW

PO

INT

Y

WA

GE DRID WIN DR.

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.

TOWN OF WEBSTER

LOCATION SKETCH 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).

N.T.S. STAMP:

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).

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.

CLIENT

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.

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

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

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

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

PROJECT MANAGER PROJECT ENGINEER DESIGNER

DAVID COX, P.E. ANDREW BURNS, P.E. CAROLE HARVEY

NO. DATE BY

DESCRIPTION

COMPACTION NOTES

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.

1. THE CONTRACTOR SHALL STRIP THE TOPSOIL AND REMOVE ANY UNSUITABLE SOILS WITHIN THE PROPOSED GRADING LIMITS PRIOR TO PLACEMENT OF FILL MATERIAL.

18. WATERMAINS AND WATER SERVICES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE MONROE COUNTY WATER AUTHORITY (MCWA) STANDARDS.

2. ALL FILL AREAS SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY OF STANDARD PROCTOR TEST AT OPTIMUM MOISTURE CONTENT.

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.

21. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND.

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. ©

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

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.

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.

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.

2 4 6 7

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”. 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”. 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).

NOTES WATERVIEW PHASE III WEBSTER, NY

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.

TOWN/CITY: WEBSTER COUNTY: MONROE

STATE

PROJECT NO.:

20243903.0002 DRAWING NO.:

*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.

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. 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.

C 201 DATE:

FEBRUARY 2025

50%-60% OF BASE DIAMETER

2'-

SIDEWALK

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

1.625"-2.41" C TO C

N.T.S.

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"

10"

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

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

CONCRETE

NOTES

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

ONLY 1" OF MULCH WILL BE PERMITTED AROUND TRUNK

FINISHED GRADE

TOPSOIL MIXTURE UNDISTURBED EARTH

FINISHED GRADE

60°

ROOT BALL

AS PER ANLA STD. GOOD SOIL TYPICAL PLANTING

FLAGGING

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

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 N.T.S.

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

SIDEWALK

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

REMOVE 13 OF BURLAP OR COVERING PRIOR TO BACKFILLING

ROOT COLLAR TO BE SLIGHTLY ABOVE SURROUNDING GRADE

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.

WEED BARRIER

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

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"

3" MULCH

LOAMY TOPSOIL MIXTURE

4 PARTS TOPSOIL 1 PART ALL-GRO COMPOST MIX

STAKING

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

STONE STRONG 24 S.F. RETAINING WALL TOP UNIT

3 4" SQUARE PICKET. 16 GAUGE WALL THICKNESS.

UNDISTURBED SOIL

3" SQUARE POST. 14 GAUGE WALL THICKNESS.

4' TALL BLACK ALUMINUM DECORATIVE FENCE ALONG RETAINING WALL

STONE STRONG 24 S.F. RETAINING WALL UNIT

TREE PLANTING DETAIL 8'-0"

N.T.S.

SECTION N.T.S.

MC EWEN DR.

PLANTING BED

EDGE TRENCH

SITE

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.

3" (TYP.)

60°

AUTOMATIC SET BACK (4" PER UNIT)

WILLOW

R

N.T.S. 5' TYPICAL REFER TO SITE PLAN

6" STEP @ EDGE OF SIDEWALK

UNDISTURBED EARTH

SIGN PANEL

PLANTING BED EDGE TRENCH

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

6" LIFT OF #1 & #2 SCREENED GRAVEL OR CRUSHED LIMESTONE 25' TO NEXT EXPANSION JOINT 5'-0" 5'-0"

NYP1-2

3.715" TYPICAL

N.T.S.

MODIFIED INTERNATIONAL SYMBOL OF ACCESS

TOWN OF WEBSTER

LOCATION SKETCH N.T.S.

DRAIN TILE WALL BASE (SEE DETAIL)

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

1. FENCE TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS.

N.T.S.

DECORATIVE FENCE

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

SAW CUT EXISTING WALK TO REMAIN

Y

WA

STAMP:

NOTES

2' MIN. TO CURB

INT

PER MANUFACTURER

5'-6" MIN.

REMOVE, REPLACE AND RESTORE UNSTABLE SUBGRADE AS ORDERED BY ENGINEER

FACE OF CURB

NYP1-2

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

WEED BARRIER

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

9" MIN.

CONCRETE GUTTER DETAIL

PO

GE DRID WIN DR.

30°

D OA

DETECTABLE WARNING SURFACE DETAIL

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.

YR BA

UNIT FILL GRASS

4'-0"

1'-8"

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

NOTES:

ASPHALT PAVEMENT SECTION

10"

GARDEN HOSE

ISOMETRIC

DOME SECTION 1.625"-2.41" C TO C

2'-6"

GUYING

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

0.90"-1.41"

COMPACTED EXISTING SUBGRADE (TOPSOIL REMOVED)

CORNER TO BE EDGED.

SET TRUNK PLUMB LEAN SLIGHTLY INTO PREVAILING WIND

AS PER ANLA STD.

0.20"

6" STEP @ EDGE OF PAVEMENT FOR EACH COURSE

SEE GRADING PLAN

SPACING PER PLAN

MARITIME DR.

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

N.T.S.

CURB/WALL - OPTIONAL AT BACK EDGE OF RAMP

SIDEWALK

OP L AS T

NY L

SIDEWALK

A

(SIGN IN LANDSCAPE AREA OR SIDEWALK)

TRANSITION CURB

R S R

I RO

5' HEADER CURB

TOP OF PAVEMENT

TRANSITION CURB

1.25

Ø 11.64

VIEW A-A 1'-8"

BIT. PAVEMENT SEE PAVEMENT SECTION

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

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

PROJECT MANAGER PROJECT ENGINEER DESIGNER

DAVID COX, P.E. ANDREW BURNS, P.E. CAROLE HARVEY

NO. DATE BY

DESCRIPTION

1 2 3 4 5

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

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

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.

NOTES:

f'c= 4000 psi

(TYP.)

N

TOP OF CURB

TOPSOIL

SEE BLOWUP FOR STRIPING DIMENSIONS

20' - 0" (TYP.)

LE

Passero Associates

12 1

N.T.S.

20" SPACE (TYP.)

CT I

9" 2"

4" WIDE PAINTED WHITE STRIPE

DU

CURB/WALL - OPTIONAL AT BACK EDGE OF RAMP

N.T.S.

CONCRETE SIDEWALK

4" WIDE WHITE PAINTED STRIPE

Ø14.95

ACCESS RAMP TYPE C ISOMETRIC

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

D

TYPICAL POST MOUNT HANDICAP SIGN INSTALLATION

CLIENT:

IN

3'-0"

3" COVER

CONSTRUCTION JOINT

T O WA T E

B

E

Jacob Lewis

ACCESSIBLE 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.

2/18/2025 8:19 AM

VAN

CONCRETE BASE

UT

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°

DETAILS

MOUNTABLE CONCRETE CURB DETAIL

CURB LINE

N.T.S.

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

TYPICAL PARKING PAVEMENT MARKING LAYOUT

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

C ROAD

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

A

3 1/2" I.D. PIPE SLEEVE

POL L

SAW CUT SIDEWALK AT JOINT NEAREST CONSTRUCTION LIMITS

NOT

CONTRACTION JOINT

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

DO

EXPANSION JOINT

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

R7-8

A

SIDE VIEW

Y WA

S

B

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

6" R=1 1/2"

9" CRUSHED STONE MEETING NYSDOT ITEM 304.12 PAVEMENT

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%

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

WATERVIEW PHASE III WEBSTER, NY

2.75'

COUNTY

MONROE

STATE

PROJECT NO.:

16"

6" PERFORATED CORRUGATED POLYETHYLENE UNDERDRAIN PIPE AND FILTER MATERIAL

PAVEMENT SECTION 15"

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

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

TOWN/CITY: WEBSTER

REFER TO ENTRANCE PROFILE (RIGHT) FOR SLOPE

PAVEMENT KEY DETAIL

1/8" PITCH TOWARD ROADWAY

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

TRANSITION CURB TO GRADE N.T.S.

20243903.0002 DRAWING NO.:

18" - 36" ( SEE NOTES )

TRANSITION CURB DETAIL N.T.S.

C 202

18"

CONCRETE CURB DETAIL N.T.S.

DATE:

NYLOPLAST DRAIN AND GRATE N.T.S.

FEBRUARY 2025

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

2"X4" WOOD FRAME

PLAN VIEW

20"MIN.

FLOW

1 1

18"

FILTER FABRIC

1' MIN.

COMPACTED SOIL

CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS

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. 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. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.

N.T.S.

OW

FLO

FILTER FABRIC DROP INLET PROTECTION

STABILIZED CONSTRUCTION ACCESS

N.T.S.

W

N.T.S.

WEAKENED PLANE JOINT (TYP. EACH CORNER)

MC EWEN DR.

LIMIT OF TRENCH EXCAVATION

POSITIVE DRAINAGE

0.5% OR STEEPER DEPENDENT ON TOPOGRAPHY

CONSTRUCTION SPECIFICATIONS

4. 5.

6. 7. 8.

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

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

A

CROSS SECTION

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.

SEE PLAN FOR ELEV

STONE BEDDING

Jacob Lewis

CONCRETE ENCASEMENT

SAND MEDIA

O.D.

CAST IN PLACE

PO

INT

Y

WA

GE DRID WIN DR. 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

3" TOPSOIL AND BED

SEE NOTE 2

STAMP

6" PERF. PIPE ENTIRE LENGTH OF GUTTER #1 CRUSHED STONE BACKFILL

FLOW

SEE NOTE 3

A FILL SUMP WITH CONCRETE

COMPACTED SELECT FILL 1/2O.D.

SPECIAL BEDDING IN UNSTABLE MATERIAL

FIRST CLASS CLASS "B"

PIPE DIA. DIM. A DIM. B

CATCH BASIN SEDIMENT TRAP

1.0'

21" TO 36"

1.5'

N.T.S.

OVER 36"

1.5'

12"

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

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

6" 12" N-12 PLASTIC PIPE MIN 1% SLOPE

6" COMPACTED No. 2 STONE IF PRECAST BASE USED

12"

#1 CRUSHED STONE BEDDING

NOTES:

UNDISTURBED EARTH

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

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.

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.

12"

STANDARD CATCH BASIN N.T.S.

CLIENT:

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

GUTTER INLET N.T.S.

Passero Associates

STORM SEWER/SANITARY SEWER BEDDING DETAILS

PROPOSED HDPE PIPE SEE PLAN FOR ELEV

PROPOSED HDPE PIPE (SEE PLAN)

OR EQUIVALENT 3500 P.S.I.

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

1/4"/FT

B

UNDISTURBED EARTH

ROCK

INVERT SEE PLAN FOR ELEV

6" UNDERDRAIN

CAST IRON FRAME AND GRATE, NEENAH R 3359,

FLOW

B

24" X 24" CATCH BASIN

6" UNDERDRAIN

24"x24" OR 36"x36"

# 4 BARS 12" OC BOTH WAYS

UNDISTURBED EARTH

COMPACTED SELECT FILL STONE BEDDING

UP TO 18"

24"x24" GRATE SEE PLAN FOR ELEV

WILLOW 4'-2"

A

24" X 24" CATCHBASIN

2/18/2025 8:19 AM

ROCK

12"

MAXIMUM DRAINAGE AREA

3 ACRES

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

B

12"MIN.

N.T.S.

24"x24" GRATE (SEE PLAN)

O.D.

CONSTRUCTION SPECIFICATIONS

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

FINISH GRADE

LIMIT OF TRENCH EXCAVATION

SITE

6" 6"

2'-2"

CONCRETE GUTTER

A

ANCHOR BOLT

CONCRETE 3000 PSI

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

1' MIN.

1:1 OR FLATTER

B

1/2 O.D.

1. 2. 3.

A

MIN. OR 1/4 O.D.

AS REQUIRED

SEE PLAN

O.D.

COMPACTED SELECT FILL

YARD DRAIN

OUTLET AS REQUIRED SEE ITEM 8 BELOW. PLAN VIEW

FL OW

SWALE B 1' 6'

SWALE A 1' 4'

SEE PLAN

SLOPE 2:1 OR FLATTER

CROSS SECTION

A 12"MIN.

W FLO C D

A

EXISTING GROUND

D MIN. LEVEL

SLOPE 2:1 OR FLATTER

O.D.

6" 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

30" (MIN)

A

STORAGE AREA C MIN.

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

3/4" FULL DEPTH EXPANSION JOINT

N.T.S.

FL

STANDARD STORM MANHOLE DETAIL

D OA

SILT FENCE DETAIL

MAXIMUM DRAINAGE AREA 1 ACRE

MINIMUM 6" CRUSHED STONE FOR LEVELING PRECAST CONCRETE BASE

UNDISTURBED EARTH OR ROCK

YR BA

STONE CHECK DAM

SPRING LINE OF PIPE

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

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.

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.

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

GATHER EXCESS AT CORNERS

4" SECTION VIEW

SECTION B-B NOT TO SCALE

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

CONSTRUCTION SPECIFICATIONS

16"MIN.

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

PRECAST CONCRETE BASE

11"

7" MANHOLE JOINTS SHALL CONFORM TO ASTM C443 OR C990

MARITIME DR.

W O

FRAME

UNDISTURBED GROUND

SECTION A-A NOT TO SCALE

12'MIN.

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.

1"-6"

24" MAX @ CENTER

BURIED FABRIC

DROP INLET WITH GATE

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

CL UNDERDRAIN AND GUTTER FLOW LINE

CUTOFF TRENCH DESIGN BOTTOM

B

EXISTING GROUND

PERSPECTIVE VIEW

8" MIN.

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

PRECAST SPACERS MAXIMUM THREE COURSES

50'MIN.

FL

H (Ft) X= SLOPE (FT/FT) 2

PROFILE

24" MAX.

MOUNTABLE BERM (OPTIONAL)

1'-8"'

FILTER FABRIC

3' MIN.

FILTER CLOTH

5:1

10"

W

O FL

B 1.5' MIN.

EXISTING GROUND

HEIGHT OF FILTER = 16" MIN.

A PROFILE NOT TO SCALE

9"MIN.

6"MIN.

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

EXISTING PAVEMENT

CREST 24" MAX @ CENTER

H

FABRIC

EXISTING PAVEMENT

10' MIN.

S LO P E

TOE

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

A

SAME ELEVATION

CUTOFF TRENCH 18" WIDE 6" DEEP

50'MIN.

STAKE

10' MIN.

10' MAX. C. TO C. L L

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

1.5' MAX.

SPACING VARIES DEPENDING ON CHANNEL SLOPE X

N.T.S.

OUTLET

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

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

PROJECT MANAGER PROJECT ENGINEER DESIGNER

DAVID COX, P.E. ANDREW BURNS, P.E. CAROLE HARVEY

NO. DATE BY

DESCRIPTION

2" x 2" WOODEN STAKES PLACED 10' O.C.

24" COMPOST SOCK

3 4

WORK AREA

SECTION VIEW

FRONT VIEW

OUTLET CONTROL STRUCTURE

AREA TO BE PROTECTED

5 6

18" MIN

UNDERDRAIN COLLECTION SYSTEM

BERM

FILL SUMP WITH 3500 PSI CONCRETE

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. ©

SAND FILTER CONTROL STRUCTURE

PLAN VIEW

WATER QUALITY

SECTION

WATER QUALITY

OUTLET STRUCTURE

DETAILS

N.T.S. 6" PONDING 6" TOPSOIL OVER MEMBRANE 1:3 M

INFLOW

AX.

FROM SI

INV SEE PLAN 6" PONDING

CONTROL STRUCTURE SEE DETAIL ABOVE

2" x 2" WOODEN STAKES PLACED 10' O.C.

4" THICK STONE MULCH MEDIUM WASHED RIVER GRAVEL

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

3 max

1:3 max

TE

AREA TO BE PROTECTED 24" DEEP 100% CONCRETE SAND WITH PERC RATE >1"/15 MIN

UNDERDRAIN

2.5-4' PLANTING SOIL FILTER FABRIC

24" COMPOST SOCK

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

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)

OUTFLOW PIPE

WATERVIEW PHASE III WEBSTER, NY

WATER FLOW

TOWN/CITY: WEBSTER COUNTY: MONROE UNDERDRAIN

WORK AREA

PROFILE VIEW

6" PERFORATED PIPE IN 10" GRAVEL JACKET

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

20243903.0002 DRAWING NO.:

C 203

SECTION VIEW

GIANT COMPOST SOCKS FOR SEDIMENT CONTROL N.T.S.

STATE

PROJECT NO.:

DATE:

BIORETENTION AREA N.T.S.

FEBRUARY 2025

SP 1

WATERVIEW PHASE III PLANT SCHEDULE 2024.12.10

IG 2

CA 2 OHD

SIZE

ROOT

SPACING / SPREAD

REMARKS

MATURE HEIGHT

NATIVE

Fall Planting Hazard

35-40'

Yes

A

DECIDUOUS TREES Acer rubrum "Franksred"

Red Sunset Maple

2 1/2-3"

B&B

As Shown

GT

Gleditsia triacanthos var. "Inermis"

Thornless Shademaster Honey Locust

3 1/2-3"

B&B

As Shown

NS

Nyssa sylvatica "Wildfire"

Black Gum

2 1/2-3"

B&B

As Shown

Fall Planting Hazard

30-50'

Yes

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'

40.65'

Yes

BEND B

EVERGREEN TREES OHD

WATER MAIN

BEND

AR

GEOTEXTILE (AROUND STONE OR SLEEVE AROUND PIPE)

OHD

D

8" PERFORATED UNDERDRAIN

E

OHD

COMMON NAME

FILTER STONE TYPE 1

C

IG 2

HQ 1

OHD

HQ 1

GRADE

BOTANICAL NAME

OHD

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

QTY

OHD

KEY

2'-0"

LAWN AREA UNDERDRAIN N.T.S.

RETAINING WALL

OHD

RA 2 OHD

IG 2

OHD

FOUNDATION PLANTING DETAIL B (NO WALL, 1 BUILDING)

OHD

HQ 2

OHD

SP 1

HQ 2

FLOWERING AND ORNAMENTAL TREES 2

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'

MS

Magnolia stellata "Royal Star"

Royal Star Magnolia

SV

Syringa vulgaris "Agincourt"

Agincourt Lilac

AG

CA 2

OHD

Yes

As Shown

8-12'

Yes

B&B

As Shown

Multi-Stemmed

18-20'

Yes

7-8'

B&B

As Shown

Heavy

10-15'

5-6'

B&B

As Shown

Multi-Stemmed

8-10'

Yes

4" GEOTEXTILE (AROUND STONE OR SLEEVE AROUND PIPE)

2 - 3/4" STEEL REINFORCING RODS

CONCRETE THRUST BLOCK UNDISTURBED SOIL

UNDISTURBED SOIL

4" PERFORATED UNDERDRAIN PLAN

FILTER STONE TYPE 1

ELEVATION

SHRUBS 14

Clethra alnifolia "Sixteen Candles"

Sixteen Candles Summersweet

2-3'

#3 Cont.

3-5'

3-4'

Yes

PAVEMENT AREA UNDERDRAIN N.T.S.

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

IM

Ilex x meserveae "Monwilde"

Little One Blue Holly

#3 Cont.

(1) male to (6) female

PO

Physocarpus opulifolius "Little Joker"

Little Joker warf 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

MINIMUM VOLUME OF CONCRETE

BEND

MINIMUM ALLOWABLE DIMENSIONS FOR VERTICAL THRUST BLOCKS (IN FEET)

DIMENSIONS

A

B

C

D

E

0.7 CY 1.1 CY 2.2 CY

3.0 3.5 5.0

1.0 1.0 1.0

1.0 1.5 1.5

2.5 3.0 4.0

0.5 1.0 1.5

6" x 11-1/4° 6" x 22-1/2° 6" x 45°

VERTICAL THRUST BLOCK MC EWEN DR.

N.T.S.

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

20-25'

YR BA

RK 2

Multi-Stemmed Fall Planting Hazard

15-20'

CONCRETE THRUST BLOCK

1'-0"

CA

CCL 2

B&B

8-10'

2 - 3/4" STEEL REINFORCING RODS

12" MIN & DEPTH VARIES TO DRAIN PAVEMENT SUB-BASE

MARITIME DR.

SP 1

WILLOW

GRADE

PO

INT

Y

WA

GE DRID WIN DR.

HORIZONTAL THRUST BLOCK

SP 1 DHO

FOUNDATION PLANTING DETAIL

TOWN OF WEBSTER

TAPPING SLEEVE & TAPPING VALVE w/MJ RESTRAINT

LOCATION SKETCH

DHO

N.T.S.

DHO

RK 2

CCL 2

IN ROCK, BACKFILL PIPE ZONE WITH SAND

FOUNDATION PLANTING DETAILS

12" MIN

BACKFILL WITH SELECT FILL, OR SUITABLE NATIVE SOIL, COMPACT IN A MAXIMUM OF 6" LIFTS

5' MIN IN LAWN 6' MIN IN PAVEMENT

RK 2

DHO

12" MIN

1" CURB STOP

GRADE

1" COPPER (MIN)

PIPE ZONE

DHO

CCL 2

54.7'

CA 2

STAMP:

CA 2

NOTE

MJ = MECHANICAL JOINT RJ = RESTRAINED JOINT

WATER MAIN CORPORATION STOP

1"=30' 6"

TAPPING SLEEVE AND VALVE

CL

WATER MAIN 6" MIN IN ROCK 12" MIN IN SOIL

GRADE C L

NOTE

IMMEDIATELY PRIOR TO THE AUTHORITY PLACING WATER MAIN IN SERVICE CONTRACTOR SHALL REMOVE ALL CORPORATIONS ASSOCIATED WITH TEMPORARY FACILITIES (I.E. SAMPLING TAPS, ETC.) AND REPLACE WITH THREADED BRASS PLUGS. PLACEMENT OF THREADED BRASS PLUG MUST BE WITNESSED BY A MCWA REPRESENTATIVE.

TRENCH LIMITS NOMINAL PIPE DIA + 24"

WATERMAIN TRENCH

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

A TEE OR PLUG TEE OR PLUG WATER MAIN

DISINFECTION/BLOW-OFF/SAMPLING TAP

N.T.S.

CLIENT:

WATER MAIN

H

N.T.S.

Jacob Lewis

Passero Associates CONCRETE THRUST BLOCK

CONCRETE THRUST BLOCK

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

PROJECT MANAGER PROJECT ENGINEER DESIGNER

DAVID COX, P.E. ANDREW BURNS, P.E. CAROLE HARVEY

NO. DATE BY

DESCRIPTION

W UNDISTURBED SOIL

2 3

PLAN

ELEVATION

HORIZONTAL THRUST BLOCK FOR TEES AND PLUGS

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. ©

5.5' BURY HYDRANT TO BE INSTALLED w/4-1/2" NOZZLE FACING THE ROADWAY

WATER MAIN

N.T.S. GRADE

BEND

DETAILS

C L

GRADE

A

VALVE BOX VALVE BOX

CONCRETE THRUST BLOCK

12"MIN 5'-0" MIN

EXTENSION

CONCRETE THRUST BLOCK LENGTH ALONG MAIN IS 2' (MIN)

BEND

H

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

2/18/2025 8:19 AM

UNDISTURBED SOIL

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

WATERVIEW PHASE III WEBSTER, NY

TYPE 1 CRUSHED STONE FOR WIDTH OF TRENCH AROUND VALVE BOX

BASE

UNDISTURBED SOIL

#1 WASHED STONE FOR WIDTH OF HYDRANT TRENCH

WATER MAIN

VALVE

CONCRETE THRUST BLOCK

W PLAN

UNDISTURBED SOIL ELEVATION

SOLID CONCRETE BLOCK (MIN:8"x8"x16")

SOLID CONCRETE BLOCK (MIN:4"x8"x16")

H

W

A

1. VALVE BOX SHALL BE CENTERED ON VALVE AND SET ON COMPACTED BACKFILL. GRADE 2. VALVE SHALL NOT SUPPORT VALVE BOX. 3. ALL BODY AND BONNET BOLTS SHALL BE STAINLESS STEEL.

8" TEE OR PLUG

1.0 1.5 2.0 3.0 2.5

2.0 3.0 4.0 6.0 5.0

1.5 1.5 2.0 2.5 2.0

4. ALL VALVES SHALL BE OPEN LEFT EXCEPT VALVES 12" AND SMALLER

PERPENDICULAR HYDRANT ASSEMBLY

WATER VALVE

N.T.S.

STATE

PROJECT NO.:

FITTING

6"x18" (MIN) ANCHOR PIPE

6" MJ GATE VALVE SOLID CONCRETE BLOCK (MIN:4"x4"x8") NOTE: ALL PRIVATE HYDRANTS (DOWNSTREAM OF THE MASTER METER) SHALL BE PAINTED "SAFETY RED"

COUNTY

MONROE

MINIMUM HORIZONTAL THRUST BLOCK DIMENSIONS, IN FEET, TO BE POURED AGAINST UNDISTURBED SOIL

8" x 11-1/4° BEND 8" x 22-1/2° BEND 8" x 45° BEND 8" x 90° BEND

NOTE:

MJ ANCHOR TEE, 6" OUTLET

TOWN/CITY: WEBSTER

20243903.0002 DRAWING NO.:

C 204

NOTE

WIDTH (W) OF BLOCK SHALL NOT EXCEED TWICE THE HEIGHT (H).

HORIZONTAL THRUST BLOCK FOR BENDS

DATE:

FEBRUARY 2025

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:

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

2/18/2025 8:19 AM

Jacob Lewis

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

DAVID COX, P.E. ANDREW BURNS, P.E. CAROLE HARVEY

NO. DATE BY

DESCRIPTION

1 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 WATERVIEW PHASE III WEBSTER, NY

TOWN/CITY: WEBSTER COUNTY: MONROE

STATE

PROJECT NO.:

20243903.0002 DRAWING NO.:

C 205 DATE:

FEBRUARY 2025

6" OS&Y GATE VALVE 8" DIP ELBOW

HEATED ALUMINUM ENCLOSURE TO BE SIZED AND SPECIFIED BY THE CONTRACTOR

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

12" MIN

6" NEPTUNE MACH 10 METER

37 34"

8"x6"x6" DIP TEE 12 34 "

CENTRAL PAD MOUNTED 2000W HEATER

DRAINAGE RELIEF PORT

30" MIN

40" MAX 18" MIN

50"

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

60" MAX

18"

8" DIP

8" DIP ELBOW 8" DIP

18" MIN

8" OS&Y GATE VALVE ON RISER

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

ELEVATION VIEW N.T.S.

8" ZINC COATED CLASS 52 DIP

12" SPLASH APRON

8" DIP

TO SITE 8" OS&Y GATE VALVE ON RISER

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

HEATED ALUMINUM ENCLOSURE TO BE SIZED AND SPECIFIED BY THE CONTRACTOR 6"- 3,000 PSI CONC SLAB HEATER

DRAINAGE RELIEF PORT

6" DIP ELBOW

MC EWEN DR.

30" MIN 2" METER TESTING TAP. FOR MCWA USE ONLY

WILLOW

PO

INT

Y

WA

GE DRID WIN DR.

ACCESS DOOR 6"

6" NEPTUNE MACH 10 METER WITH STRAINER

12" SPLASH APRON

SITE

6" OS&Y GATE VALVE

D OA

18"

YR BA

6"x6"x8" DIP TEE 50"

6" DIP ELBOW

MARITIME DR.

12" MIN.

12" SPLASH APRON

HEATER

TOWN OF WEBSTER

6" OS&Y GATE VALVE

LOCATION SKETCH 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.

PLAN VIEW N.T.S.

10' POSITIVE DRAINAGE FROM BOX

N.T.S. STAMP:

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

2/18/2025 8:19 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

DAVID COX, P.E. ANDREW BURNS, P.E. CAROLE HARVEY

NO. DATE BY

CMB

DESCRIPTION

1 2 3

CMB

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 WATERVIEW PHASE III WEBSTER, NY

TOWN/CITY: WEBSTER COUNTY: MONROE

STATE

PROJECT NO.:

20243903.0002 DRAWING NO.:

C 206 DATE:

FEBRUARY 2025

CLASS II RIP-RAP PER TABLE 4.1 FROM THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL TENCATE MIRAFI H2Ri OR APPROVED EQUAL

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

18" MIN

MIRAFI 500X GEOTEXTILE FABRIC OR APPROVED EQUAL COMPACTED SUBSOIL

NOTES:

1. 2.

SEE PLAN

1. EACH LIFT TO BE COMPACTED WITH VIBRATORY ROLLER.

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.

STORMWATER ACCESS ROAD N.T.S.

RIP-RAP SLOPE STABILIZATION N.T.S.

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:

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

2/18/2025 8:20 AM

Jacob Lewis

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

DAVID COX, P.E. ANDREW BURNS, P.E. CAROLE HARVEY

NO. DATE BY

DESCRIPTION

DETAILS WATERVIEW PHASE III WEBSTER, NY

TOWN/CITY: WEBSTER COUNTY: MONROE

STATE

PROJECT NO.:

20243903.0002 DRAWING NO.:

C 207 DATE:

FEBRUARY 2025

End of document