10 Site Plans 102224

HORIZONTAL SCALE 0

150

75

150

300

DRAWING INDEX

WATERVIEW APARTMENTS PHASE III

COVER

C 102

SITE PLAN

C 103

EXISTING CONDITIONS / DEMOLITION PLAN

SITE DEVELOPMENT PLANS

C 104

UTILITY PLAN

C 105

GRADING & EROSION CONTROL PLAN C 106 LANDSCAPING & LIGHTING PLAN C 201-203 DETAILS

MONROE COUNTY I NEW YORK SITE DATA

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

MC EWEN DR.

SITE

ZONING DATA

REQUIRED

PROPOSED

WILLOW

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

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

' 157

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

OHD

OHD

OHD

OHD

OHD

OHD

OHD OHD OHD

OHD

OHD

X

OHD

PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

OHD

X

X

X

DHO

PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

X

DHO

OHD

OHD

PROPOSED BIO-RETENTION AREA

GN

ITY UN MM R CO CENTE SF 00 ±1,5

OHD

MARITIME DRIVE

OHD

OHD

X

MA

RK G PA SF DO ,500 ±1

X

OHD OHD

D OH

OH

D

OHD OHD OHD

OHD

5 ACRES

13.152 ACRES

25%

9%

D

OH

INT PO

Y WA

Y WA

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'

40'

HEIGHT

3 STORIES MEASURED @ FRONT

2 STORIES

DENSITY

8 UNITS PER ACRE

4.3 UNITS PER ACRE

UNIT QTY

105

56

56

124 SPACES/56 =2.20 SPACES PER UNIT

OHD

OHD

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

9' X 20'

STALL SIZE - PERPENDICULAR

9' X 20'

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

20'

MO

ENVIRONMENTAL DATA

ASH

VE

DRI

N TAI

ME

RITI

MA

IL

TRA

Jacob Lewis

AREA

STALLS QTY

E

OHD

AN

OHD

10/29/2024 11:08 AM

1805'

OHD OHD

D

CAPTAINS COVE LANE

D

OH

G RY TO DIN 2-S BUIL SED ME PO HO PROTOWN IT UN

27'

OHD

OH OH

LOW WIL

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

N/A

OHD

OHD

WINDRIDGE DRIVE

DEPTH

IA L

10

RY ING STO D 2- BUILD POSE ME PRO WNHO IT TO 10 UN

D

PROPOSED SAND FILTER

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

330'

PARKING

OL

D OH

HIDDEN HARBOUR WAY

OHD OHD

X

X X

OHD

D

ALL KLEB T PIC OUR C

OA

OHD

PROPOSED BIO-RETENTION AREA

30'

YR

OHD

DHO

DHO

N/A

BA

OHD

OHD

DHO

OHD

OHD

DHO

PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

PROPOSED BIO-RETENTION AREA

86'

OHD

PROPOSED 2-STORY 6 UNIT TOWNHOME BUILDING

51'

66'

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

INT

BUILDING

165'

152'

McEWEN DRIVE

153'

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

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

093.06-3-64.11

BA

TAX ACCOUNT NUMBER:

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

1

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

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

PROJECT NO.:

20243903.0002 DRAWING NO.:

C 101 DATE:

OCTOBER 2024

HORIZONTAL SCALE 30

0

15

30

60

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

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

54.7'

3'

OHD

X

X

OHD OHD

STAMP:

15A PROPOSED RETAINING WALL. BROADSTONE 6" MEDLEY BY KEYSTONE (TYP)

OHD

X

N.T.S.

OHD

PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

9'

7.9'

LOCATION SKETCH

18.7'

OHD

X

PROPERTY BOUNDARY EXISTING CENTER LINE ROAD

OHD

SETBACK

OHD

14

OHD

14B

PROPOSED PAVEMENT STRIPING

PROPOSED CURB PROPOSED SIGN

28.7' TRANS.

EXISTING SIGN

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 LP

33.3

8

OH

D

OH

'R

EXISTING LIGHT POLE (TYP)

'

E SID K 10' C A B SET

O

PROPOSED BUILDING MOUNTED LIGHT

15.4

D

OH

PROPOSED LIGHT POLE

TRANS CTV

TEL

OHD OHD

PROPOSED PARKING COUNT PROPOSED ACCESS RAMP WITH DETECTABLE WARNING

CTV

OHD

90

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

D

16'

'R

NO TRESPASSING DEAD END

SITE PLAN

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

57

5/8" REBAR FOUND

PROPOSED BUILDING

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

PROPOSED CONCRETE

14A OHD

OHD

D

CLIENT:

PROPOSED ASPHALT PAVEMENT

14C

MARITIME DRIVE

OHD

'

RY STO ILDING 2 D U OSE OME B P O PR WNH O T T NI 10 U

PROPOSED 6" REVEAL CONCRETE CURB

40'

EXISTING BUILDING 47'

3'

LAWN AREA

75' FRONT SETBACK

5'

LP

42.4

D

20'R

5'R

OH

Jacob Lewis

PROPOSED POST TOP LIGHT (TYP)

Y WA

EXISTING EASEMENT LINE

LAWN AREA

SNOW STORAGE

INT

TOWN OF WEBSTER

PROPOSED BIO-RETENTION AREA

HD

0'R 11

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

OHD

OHD

10/29/2024 11:09 AM

LAWN AREA

OH

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

15B

X

OHD

D

OH

PROPOSED 5' WIDE MOWED GRASS PATH

36.2'

PO

GE DRID WIN DR.

LEGEND

LT

G RY TO DIN 2-S BUIL SED ME PO HO PROTOWN IT UN

D

OH

'

9.5

X

10

D OH

7'

62.

9.3'

WILLOW

DOOR (TYP)

30'

48'

10 SPHA A SED NT PO EME PRO PAV

D OH

10' SID

45'

X

10'

ACK E SETB

ITY UN MM ER CO ENT SF C 500 ±1, 66'

40'

24' PROPOSED ADA COMPLIANT PARKING SPACES & SIGNAGE PER DETAIL

10'

20'R

20'

210'R

190'R

PROPOSED 4' WIDE STONE STRONG RETAINING WALL

TRES NO

PAS

SING

W

W ILLO

P

T OIN

PLANNING BOARD CHAIRMAN

AY

W

COMMISSIONER OF PUBLIC WORKS

LP

MA

WINDBRIDGE DRIVE LP

TOWN/CITY: WEBSTER COUNTY: MONROE

ME

FIRE MARSHAL

21C

PROJECT NO.:

18B

20243903.0002 HIGHWAY SUPERINTENDENT

VE

DRI

21D

WATERVIEW PHASE III WEBSTER, NY

TOWN ASSESSOR

18A

RITI

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

4' OHD

OHD

15'

6.8'

9'

20'R

LAWN AREA

PROPOSED SAND FILTER

48.6'

59.9'

R

X

5'

5'

OHD

K AR G P SF DO ,500 ±1

X

20'

X 20'

OHD

X

X

OHD

3' TRANSITION CURB TO GRADE

17.7'

4

5'R 44'

X

PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

X

ALL LEB T K PIC OUR C 4'

SNOW STORAGE

PROPOSED ASPHALT DRIVEWAY (TYP)

PROPOSED BIO-RETENTION AREA

X

DHO

X

DHO

41.8'

38.5'

67

OHD

105.6'

OHD

OHD

64'

MC EWEN DR.

SITE

34'

PROPOSED 6' WIDE CONCRETE SIDEWALK

PATIO (TYP)

OHD

'R

15.4'

OHD

OHD PROPOSED BIO-RETENTION AREA

D OA YR

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

15C

LP

BA

47.2'

DHO

DHO

DOOR (TYP)

141.9'

20'

OHD

54.7'

PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

56.3'

OHD

28.4'

75' FRONT SETBACK

OHD

OHD

20'

25'

DHO

PROPOSED ASPHALT DRIVEWAY (TYP)

40'

OHD

OHD

3'

5'

12.2'

10.9'

75' FRONT SETBACK

PROPOSED 2-STORY 6 UNIT TOWNHOME BUILDING

OHD

LAWN AREA

EXISTING 30' WIDE SANITARY SEWER EASEMENT

95.4'

19.8'

LAWN AREA

6.8'

OHD

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

16.1'

12.2'

16.1'

OHD

LOT AR-2

18'

25.6'

25.6'

18'

PROPOSED 2.5' WIDE CONCRETE GUTTER

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

DHO

12'

12'

MARITIME DR.

17'R

LAWN AREA

OHD

87' R

EXISTING 50' WIDE EASEMENT TO MCWA

OHD

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

18C

DRAWING NO.:

C 102 DATE:

OCTOBER 2024

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

30

60

41 LF 8" PVC @ 2.20%

42 LF 12" CMP @ 6.26%

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

55 LF 15" CMP @ 1.38%

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

15

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

0

CURVE 15 MPH

CB TG=409.96' N.INV=405.86'

FORCE MAIN

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

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

EXISTING TREE LINE

LEGEND PROPERTY BOUNDARY EXISTING CENTER LINE ROAD

6" DI STAND PIPE

LOT AR-2

CB TG=423.24' S.INV=418.79'

EXISTING BUILDING EXISTING EASEMENT LINE EXISTING MAJOR CONTOUR

117 LF 36" RCP @ 0.04%

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

EXISTING MINOR CONTOUR EXISTING STORM SEWER CB, MH & INLET MH

168 LF 12" CPP @ 3.31%

HYD

HYD

WV

WV

BA

EXISTING SIGN

EXISTING ELECTRIC LINE

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

LP

15B

SITE

EXISTING LIGHT POLE

TRANS

EXISTING TRANSFORMER

CTV

EXISTING CTV

EM

EXISTING ELECTRIC METER

HHE

EXISTING ELECTRIC HANDHOLE

WILLOW

PO

INT

Y WA

GE DRID WIN DR.

TOWN OF WEBSTER

EXISTING GAS VALVE REMOVE EXISTING TREES & BRUSH

MARITIME DR.

MC EWEN DR.

EXISTING SANITARY SEWER AND MANHOLE

LP HHE

D OA YR

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

LOCATION SKETCH

EXISTING GAS MAIN

N.T.S.

EXISTING TREE/BRUSH LINE STAMP:

15A

PROPOSED TREE LINE

TREE LINE

TREES / BRUSH TO BE REMOVED

WV HYD

196 LF 36" RCP @ 0.14%

CB TG=417.43' E.INV=413.68'

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

LP HHE

TH G PA

10/29/2024 11:09 AM

TIN EXIS

183 LF 12" CPP @ UNDETERMINED%

Passero Associates 14B

P@ %

2 5.4

HHE

CTV 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

REMOVE AND DISPOSE OF EXISTING CB

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

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 6

REMOVE AND DISPOSE OF EXISTING DMH

5/8" REBAR FOUND

NO TRESPASSING DEAD END

388.33'

WINDBRIDGE DRIVE HHE

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

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

21D

21C

EXISTING CONDITIONS & DEMOLITION PLAN WATERVIEW PHASE III WEBSTER, NY

TOWN/CITY: WEBSTER COUNTY: MONROE

PROJECT NO.:

18B

20243903.0002 DRAWING NO.:

VE

' SMH 391.28 43' = RIM 378.

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. ©

18A

DRI

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

4% @ 9.0

15

400.64'

LP

@ 4.95 %

' 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

P 8" CP 8 LF 1

ME

MB

15" CMP

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'

PM GAS N-S

P

MA

CB TG=386.96' N.INV=384.46'

46 LF 8" CMP @ 5.43%

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'

7 8

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

CM F 8" 37 L 97% @ 9.

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

DESCRIPTION

4

TRANS CTV

PM GAS E-W

202 LF 36" RCP @ 0.11%

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

3

LP

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

PROJECT MANAGER PROJECT ENGINEER DESIGNER

2

EM

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

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

1

TRANS.

TEL

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

NO. DATE BY

28 LF 8" CMP @ 0.25%

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

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

14C

MARITIME DRIVE

LE

% " RCP @ 7.85

107 LF 24

HO

78 LF 24" CMP @ 26.90%

3"

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

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

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

28 LF 8" CMP @ 0.39%

CLIENT:

C 103 18C

DATE:

OCTOBER 2024

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

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%

CORE AND CONNECT TO EX. MANHOLE WITH OUTSIDE DROP CONNECTION INV=379.38

35 LF 8" PVC @ 1.11%

MC EWEN DRIVE

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

191 LF 15" CMP @ 4.83% 15" CMP

CB TG=409.96' N.INV=405.86'

FORCE MAIN

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

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

4" DIP CL 52 ZINC COATED COMBINED WATER SERVICE

S-2 (4' DIA MH) RIM=413.00 W INV=406.00

60

Dig Safely. New York

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

FORCE MAIN

S-1 (4' DIA MH) RIM=409.52 E INV=402.50 NW INV=402.25

30

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

HH WATER METER

49 LF 36" RCP @ 0.59%

TG=394.85' SW.INV =390.95'

46 LF 15" CMP @ 10.15%

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

8" VC P

55 LF 15" CMP @ 1.38%

15

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'

0

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

PROPOSED VALVE (TYP)

LEGEND PROPERTY BOUNDARY

274 LF 8" PVC SAN @ 1.28%

117 LF 36" RCP @ 0.04%

CB TG=423.24' S.INV=418.79'

4" SDR 21 SANITARY LATERAL @ 2.00% MIN

S

S

DA-3.2 (2'X2' CB) TG=396.50 E INV=392.93 S INV=392.93

W

W

W

W

W

DB-5 (YARD DRAIN) RIM=407.50

EXISTING STORM SEWER, CB & MH

DB-3 (YARD DRAIN) TG=418.50

27 LF 12" HDPE STM.@ 0.25%

168 LF 12" CPP @ 3.31%

W

4" SDR 21 SANITARY LATERAL @ 2.00% MIN

S LP HHE

84 LF 12" HDPE STM.@ 0.25%

CORE AND CONNECT TO EXISTING CATCH BASIN

X

CB TG=417.43' E.INV=413.68'

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

8" SDR 21 PVC STORM LATERAL (TYP) LP HHE

DB-7 (YARD DRAIN) RIM=407.50 DA-8 (2'X2' CB) TG=401.50 N INV=397.00

PROPOSED UNDERDRAIN 130 LF 24" HDPE STM.@ 1.08% DA-5.1 (2'x'2 CB) TG=400.50 S INV=396.73 NW INV=396.73

LE

HO

4" DIP CL 52 ZINC COATED COMBINED WATER SERVICE

6" SDR-21 STORM DRAIN (TYP)

2L 2"

F1

DA-5.2 12" END SECTION INV=396.80

P@

CP

Passero Associates

W

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

PE HD

W

PROPOSED UNDERDRAIN

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

DA-1 12" END SECTION INV=356.00 CONNECT TO PIPE STUB AT 379.72

H

W

62 LF 12" CPP @ 4.69%

29 LF 12" HDPE STM.@ 10.92%

HHE

W

PROVIDE THRUST BLOCKS AT TEES AND BENDS (TYP) PROPOSED 58 LF 2DEDICATED 4" CPP 8" WATERMAIN @ 4.9

CONNECT TO EXISTING WATERMAIN WITH TS&V.

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

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

PM GAS N-S

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. ©

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

UTILITY PLAN

TOWN ASSESSOR

FIRE MARSHAL

WATERVIEW PHASE III WEBSTER, NY

WEBSTER SEWER DISTRICT

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

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

9.04%

15

LP

5%

DC-1 (6' DIA WATER QUALITY UNIT) RIM=396.00 NW INV=381.24 ' SMH 391.28 43' = RIM 378.

W INT

O

P W O ILL

7 8

TOWN/CITY: WEBSTER HIGHWAY SUPERINTENDENT

DRI

DD-1 (2'X2' CB) RIM=386.00 NE INV=382.93 NW INV=382.93

P@ 8" CP 8 LF 1

ME

MB

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

6

COMMISSIONER OF PUBLIC WORKS

AY

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

APPROVALS PLANNING BOARD CHAIRMAN

HHE

RITI

LP

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

4 5

HHE

Y

DESCRIPTION

15" CMP

MA

CB TG=386.96' N.INV=384.46'

P

D

D

CM F 8" 37 L 97% . 9 @

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

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

3

46 LF 8" CMP @ 5.43%

CONTRACTOR TO COORDINATE PEDESTAL RELOCATION WITH RG&E

PROJECT MANAGER PROJECT ENGINEER DESIGNER

2

TRANS CTV

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

4" DIP CL 52 ZINC COATED COMBINED WATER SERVICE

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

1

PM GAS E-W

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

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

NO. DATE BY

LP

W ND NE ECPP ' 24" 381.13 CPP INV= ND 12" CO NE E 1.55 38 CPP INV= LF 24" 66 67% @ 1.

HHE

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

EM

CONNECT TO EX. SANITARY MAIN WITH INSERT-A-TEE (TYP)

202 LF 36" RCP @ 0.11%

LL WA E % GL 9.50 IN " S .@ 1 2 1 TM LF S

TEL

W

97

CTV

4" SDR 21 SANITARY LATERAL @ 2.00% MIN

100 LF 12" HDPE STM.@ 13.90%

HHE

TRANS.

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

183 LF 12" CPP @ UNDETERMINED%

28 LF 8" CMP @ 0.25%

4" SDR 21 SANITARY LATERAL @ 2.00% MIN

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

CLIENT:

MONROE COUNTY HEALTH DEPT.

2%

5.4

E DP "H 12 .25% 0 LF 57 M.@ ST

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

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

28 LF 8" CMP @ 0.39%

MARITIME DRIVE

YD

X

X

HYD

105 LF 12" HDPE STM.@ 0.25%

3"

CMP @ 26.90%

WV

X

4" SDR 21 SANITARY LATERAL @ 2.00% MIN

13

P @ 7.85% 107 LF 24" RC

W

CO

DA-4 (2'X2' CB) TG=396.50 NE INV=393.00 W INV=393.00 78 LF 24"

23 LF 12" HDPE STM.@ 17.74%

TOWN OF WEBSTER

DB-1 (YARD DRAIN) TG=416.50

X

DRAINAGE MH RIM=377.86' CONNECT TO EXISTING INLET S.INV=372.26' E.INV=358.86' MANHOLE AT 350.46 W.INV=358.86'

X

4" DIP CL 52 ZINC COATED COMBINED WATER SERVICE

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

RIM=396.50 N INV=388.86 E INV=388.86 SE INV=388.86

Jacob Lewis

X

W

EXISTING SIGN

N.T.S.

X

X

PE 12" HD 67 LF 0.25% STM.@

E DP "H % 2 F 1 2.19 3L 14 TM.@ S

Y

WA

X

W

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

10/29/2024 11:09 AM

X

W

W

INT

STAMP:

X

E DP "H % 2 1 .25 LF 0 92 M.@ T S

PO

GE DRID WIN DR.

77 LF 12" HDPE STM.@ 0.25%

X

PROPOSED HYDRANT ASSEMBLY

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

WILLOW

EXISTING GAS MAIN

LOCATION SKETCH

X

DA-5 (2'X2' CB) TG=400.50 NW INV=396.12 SE INV=396.47 NE INV=396.37 SW INV=396.12

196 LF 36" RCP @ 0.14%

EXISTING LIGHT POLE

X

W

H

42 L STM F 12 .@ " HD 0.2 PE 5%

SITE

W

X

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

PROPOSED UNDERGROUND ELECTRIC PROPOSED LIGHT POLE

4" DIP CL 52 ZINC COATED COMBINED WATER SERVICE

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

4" DIP CL 52 ZINC COATED COMBINED WATER SERVICE

4" DIP CL 52 ZINC COATED COMBINED WATER SERVICE

E

MARITIME DR.

DB-4 (YARD DRAIN) RIM=407.50

70 LF 8" PVC STM.@ 0.40%

4" SDR 21 SANITARY LATERAL @ 2.00% MIN

MC EWEN DR.

E

METER AND BACKFLOW INSIDE BUILDING (TYP)

D OA

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

EXISTING ELECTRIC LINE

YR BA

178 LF 12" HDPE STM.@ 2.19%

PROPOSED SANITARY SEWER & MH

DB-2 (YARD DRAIN) TG=418.50

DA-7 (2'X2' CB) TG=401.50 S INV=396.79 W INV=396.79

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

EXISTING SANITARY SEWER & MH

S

24 LF 8" PVC SAN @ 95.89%

PROPOSED WATER SERVICE HYDRANT AND VALVE PROPOSED WATER LATERAL

W

WV

4" SDR 21 SANITARY LATERAL @ 2.00% MIN

CO

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

PROPOSED STORM SEWER, CB & MH EXISTING WATER SERVICE & VALVE

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

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

ST D

HYD

DA-3.3 (2'X2' CB) TG=396.50 W INV=393.00

D

EXISTING EASEMENT

PROJECT NO.:

20243903.0002

MONROE COUNTY WATER AUTHORITY

DRAWING NO.:

C 104 DATE:

OCTOBER 2024

HORIZONTAL SCALE DRAINAGE INLET MH TG=393.92'

30

0

15

30

60

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

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

LEGEND PROPERTY BOUNDARY

HYD WV WV

EXISTING EASEMENT EXISTING MAJOR CONTOUR

HH WATER METER

EXISTING MINOR CONTOUR

MC EWEN DRIVE

SMH RIM=396.03'

CB TG=409.96'

DRAINAGE INLET MH TG=424.36'

DRAINAGE INLET MH TG=410.20'

EXISTING SPOT ELEVATION

TG=394.85'

5

400

402

SF

412

S

CB TG=423.24'

420

408

PROPOSED HYDRANT & VALVE HYD

419

409 DB-5 TG=407.50 YARD DRAIN

X

Y

WA

TOWN OF WEBSTER

LOCATION SKETCH N.T.S.

X

X

W/O=409.0'

STAMP:

X

417

WV

X

HYD

DB-1 TG=416.50 YARD DRAIN

X X

398

DA-8 TG=401.50 2'X2' CB

.5'Ø ' CS 4 382.84 = IM R

397

41

408

6

40

408

403 4 40

FP=

SF DRAINAGE INLET MH TG=358.66'

400

SF

410

'

03.0

FP=4

400

Jacob Lewis

.0'

39 7

41 1

6

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. ©

HHE

39 4

Y

A TW N I O WP

ILLO

W

CB TG=386.96'

GRADING & EROSION CONTROL

HHE

39 8

DD-2 TG=386.00 2'X2' CB

38

DESCRIPTION

4

6

SF

388

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

3

40

5

385

PROJECT MANAGER PROJECT ENGINEER DESIGNER

2

TRANS CTV

3

365

HHE

40

SF

SF

360

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

NO. DATE BY

7

40

355

356

398

356

SF

396

395 393

7

38

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=

DA-1 12" END SECTION INV=356.00 CONTRACTOR TO USE BIONET S150BN ROLLED EROSION CONTROL BLANKETS BY NORTH AMERICAN GREEN OR APPROVED EQUAL '

SMH 391.28 = RIM

COMMISSIONER OF PUBLIC WORKS

TOWN/CITY: WEBSTER TOWN ASSESSOR

PROJECT NO.:

E RIV

' DMH 395.30 = RIM

ED

M RITI

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

CB TG=413.83'

LP

40

404

401 400

STABILIZED CONSTRUCTION ENTRANCE

PROPOSED RIP RAP OUTLET PROTECTION

HHE

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

399 D

388

SF

DMH401.19' TG=

397

39 0

Passero Associates

1

408

402

390

389

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

EM

DC-1 RIM=396.00 6' DIA WATER QUALITY UNIT

CLIENT:

CTV TEL

402

391

RIP RAP LINED EMERGENCY SPILLWAY ELEV: 356.00

1 41

412

' 05.0

414 413

409

'

07.0

FP=4

398

SF

SF 392

DA-2 TG=391.50 4' DIA INLET MH

9.0'

FP=4

FP=

0

37

393

0 FP=4

2

397

DA-5.2 12" END SECTION INV=396.80

394

SMH RIM=386.31'

400

40

399

398

SF

SILT FENCE (TYP.)

OS-1 TG=355.70 2'X2' CB

36 5

398 39 9

401

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

DA-3 TG=396.50 4' DIA INLET MH

360

415

.0'

395

CB TG=417.32'

LP HHE

5 406

DRAINAGE MH RIM=377.86'

7

DB-7 TG=407.50 YARD DRAIN

401

396

DA-4 TG=396.50 2'X2' CB

375

402

0'

SF

. 403

399

FP=

X

DMH RIM=421.38'

MARITIME DRIVE

401

CB TG=417.43'

407

38

FP=400.0'

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

41

6 5 38

7 38 9

X

389

X

X

396

395

394

396

380

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

10/29/2024 11:10 AM

INT

9

X

402

393

SF

PROPOSED 4' WIDE STRONG STONE RETAINING WALL (TYP)

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

PO

39 7

385

PROVIDE PLASTIC WATERPROOF MEMBRANE IN BERM ON SAND FILTER

WILLOW

X

398

MC EWEN DR.

41

X

EXISTING SIGN

GE DRID WIN DR.

409

DA-7 TG=401.50 2'X2' CB

X

X 403

X=

DA-5 TG=400.50 2'X2' CB

397

.0'

EXISTING LIGHT POLE

418

402

400

DA-3.1 TG=397.00 4' DIA INLET MH

401

401

DA-5.3 TG=398.50 2'X2' CB

PROPOSED LIGHT POLE

SITE

410

402 401

401

402

FP=398.0'

PROPOSED SANITARY SEWER & MH

FP=420.0'

SF

SF 38

403 402

FP=396.0'

SF

DB-6 TG=391.50 YARD DRAIN

408

404

SF FP=394.0'

DB-4 TG=407.50 YARD DRAIN

DA-6 TG=401.50 2'X2' CB

D

DB-8 RIM=385.00 4' DIA DRY WELL

S

DB-2 TG=418.50 YARD DRAIN

419

FP=418.0'

SF

398.0

EXISTING SANITARY SEWER & MH

D OA

FP=409.0

399

399

W/O=389.0'

S

YR BA

FP=405'

DB-3 TG=418.50 YARD DRAIN LP HHE

W/O=411.0'

SF

398

WV

SMH RIM=398.78'

PROPOSED SILT SAC OR SILT FENCE

PROPOSED STORM CB & END SECTION

1

0

W/O=387.0'

SF

41

404

DA-5.4 TG=398.50 YARD DRAIN

PROPOSED SPOT ELEVATION

EXISTING STORM MH, CB & END SECTION

41

W/O=385.0'

492X7

PROPOSED INLET PROTECTION

421

DA-3.3 TG=396.50 2'X2' CB

PROPOSED MINOR CONTOUR

409

399

397

521

PROPOSED CHECK DAM, RIP RAP

408

403

S

S-2 RIM=413.00 4' DIA MH

413

401

PROPOSED MAJOR CONTOUR

TC:492.9 BC:492.4

414

DA-3.2 TG=396.50 2'X2' CB

40

407

396

SF

SF

SF

SF

406

S-1 RIM=409.52 4' DIA MH

SF

SF

SF

SF

SMH RIM=397.78'

520

MARITIME DR.

SMH RIM=394.74'

20243903.0002 FIRE MARSHAL

DRAWING NO.:

C 105 HIGHWAY SUPERINTENDENT

DATE:

OCTOBER 2024

HORIZONTAL SCALE

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

30

15

0

30

60

HYD WV WV HH WATER METER

GT 2

MC EWEN DRIVE

CV 1

AG 1

CV 1

AG 1

GT 3

CV 1

SV 1 X

X

X

X

X

X

X X

CC 1

X

HYD

X

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

CV 1

WV

OHD

X

OHD

OHD OHD OHD

OHD OHD

OHD

X

X

X

X

X

X

X

X

X

X X

CC 1 WV

LUMINAIRE SCHEDULE

OHD

X

X

X

N.T.S. STAMP:

X

X

LOCATION SKETCH

X X

OHD

OHD X

X

TOWN OF WEBSTER

X

X

X

X

1.0 FOOTCANDLES 0.5 FOOTCANDLES

X

X

0.25 FOOTCANDLES X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

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

X

X

OH

X

D

X X

X X

X

D OH

X

OHD

17' BLACK TAPERED FIBERGLASS POLE

HHE

TRANS.

2.

CTV

OHD OHD

TEL

HHE

TRANS CTV

FINISH GROUND

FOUNDATIONS SHALL EXTEND BELOW FROST DEPTH PER LOCAL CODES.

X

X

LP

X

X

OHD X

D

X

D OH

X

X X

X X

X

COLONIAL RESIDENTIAL LANTERN

X X

N.T.S.

HHE

X

HHE

P LOW

WIL

DESCRIPTION

1 2 3 4 5

LANDSCAPING & LIGHTING PLAN WATERVIEW PHASE III WEBSTER, NY

O

LP HHE

TOWN/CITY: WEBSTER COUNTY: MONROE

E RIV

D ME

MB

Y WA T IN

RITI

HHE

WV HYD

NO. DATE BY

MA

LP

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

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

8

DIRECT BURY BASE PER MANUFACTURING RECOMMENDATION

CV 1

D OH

X

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

7

OHD

X

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

6

EM

D OH

X

X

OHD

OHD

X

X

OHD

X

X

OHD

X

X

D OH

X

X

X

X

D

10/29/2024 11:10 AM

X

G RY TO DIN 2-S BUIL SED ME PO HO PROTOWN IT UN

OH

X

RY STO ILDING 2 D U OSE OME B P O H PR OWN T T I N 10 U

OHD

X

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

X

10

X

Jacob Lewis

X

MS 1

Passero Associates

48"

X

SV 2

AR 1

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

14'

X

X

X

X

CLIENT:

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

X

X

PROPOSED BIO-RETENTION AREA

MS 1

X

Y

WA

X

X ITY UN MM ER CO CENT SF 500 ±1,

X

X

MS 1

OH

INT

LIGHTING POLE W/ ISO FOOT CANDLE LINES-

X

PROPOSED SAND FILTER

PO

GE DRID WIN DR.

HYD

X

X

X

PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

X

X

K AR G P SF DO ,500 ±1

X

X

X

X

X

MS 1

X

X

X

OHD

X

ALL LEBRT K C PI OU C

X

OHD

X

X

X

X

X

DHO

OHD

PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

X

X

DHO

X

X

X

PROPOSED BIO-RETENTION AREA

X OHD

X

X

X

SV 1

PROPOSED BIO-RETENTION AREA

OHD

X

X

X

X

X

X

X

OHD

X

X

X

X

X

X

X

OHD

X

WILLOW

X

X

X

X

X

X

AR 1 CC 1

SITE

X

X

SV 1

DHO

DHO

DHO

DHO

MS 1

MC EWEN DR.

D OA

X X

OHD

OHD

X

PROPOSED 2-STORY 6 UNIT TOWNHOME BUILDING

OHD

OHD

SV 1

PROPOSED 2-STORY 10 UNIT TOWNHOME BUILDING

YR BA

LP HHE

MARITIME DR.

AR 1

PROJECT NO.:

APPROVED BY APPROVED BY

PLANNING BOARD CHAIRMAN

COMMISSIONER OF PUBLIC WORKS

20243903.0002

DATE

DRAWING NO.:

C 106

DATE DATE:

OCTOBER 2024

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.

MAXIMUM ALLOWABLE INFILTRATION OR EXFILTRATION SHALL NOT EXCEED 100 GALLONS PER INCH DIAMETER PER MILE OF PIPE PER DAY FOR THE SANITARY SEWER. IF AN AIR TEST IS USED, THE TEST AS A MINIMUM SHALL CONFORM TO THE PROCEDURE DESCRIBED IN ASTM DESIGNATION C828-86 ENTITLED PRACTICE FOR LOW-PRESSURE AIR TEST OF VITRIFIED CLAY PIPE LINES. SANITARY MANHOLES SHALL BE VISUALLY INSPECTED AND TESTED FOR LEAKAGE BY EXFILTRATION OR VACUUM. VACUUM TESTING OF MANHOLES SHALL COMPLY WITH THE METHOD OUTLINED IN THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION - TECHNICAL INFORMATION PAMPHLET (TIP) NO. 15 (LATEST REVISION).

2. FLOOR DRAINS, IF CONSTRUCTED IN THE PROJECT, MUST BE CONNECTED TO THE SANITARY SEWER. NOTE: FLOOR DRAINS DO NOT INCLUDE FOUNDATION OR FOOTER DRAINS INSTALLED TO INTERCEPT UNCONTAMINATED GROUND WATER. ALL DISCHARGES FROM THE FLOOR DRAINS TO THE SANITARY SEWER MUST COMPLY WITH THE EFFLUENT LIMITS OF THE LOCAL AND/OR THE MONROE COUNTY SEWER USE LAW. 3. DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TEST SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF 5%. IF THE DEFLECTION TEST IS TO BE RUN USING A RIGID BALL OR MANDREL, IT SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. 4. MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES SHALL BE 18 INCHES MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF CROSSING. ONE FULL STANDARD LAYING LENGTH OF WATER MAIN PIPE SHALL BE CENTERED UNDER OR OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. IN ADDITION, WHEN THE WATER MAIN PIPELINE PASSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT (COMPACTED SELECTED FILL) SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING OF THE SEWER ON THE WATER MAIN. MINIMUM HORIZONTAL SEPARATION BETWEEN PARALLEL WATER MAINS PIPES AND SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET MEASURED FROM THE OUTSIDE OF THE PIPES, MANHOLES OR VAULTS.

STORM NOTES 1.

2.

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.

3.

4.

5.

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.

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%.

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

10/29/2024 11:10 AM

Jacob Lewis

7. 8.

9.

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.

1.

1.

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

1.

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

2.

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

2.

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

3.

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.

4.

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

5.

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.

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.

6.

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

8.

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.

7.

9.

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

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.).

8.

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.

9.

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.

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. 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.

PUBLIC WATER SYSTEM 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.

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

MATERIAL:

· 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.

· WATER METER(S) SHALL BE LOCATED ON THE INTERIOR OF EXTERIOR WALLS IMMEDIATELY UPON SERVICE ENTRANCE INTO THE BUILDING(S). ON METERED SERVICES REQUIRING A 1 1/2-INCH OR LARGER METER A BYPASS AROUND THE METER IS REQUIRED.

· ALL GATE VALVES SHALL HAVE STAINLESS STEEL BODY AND BONNET BOLTS.

TESTS:

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.

· HEALTH SAMPLE. THE WATER MAIN SHALL BE DISINFECTED EQUAL TO AWWA STANDARD SPECIFICATIONS, DESIGNATION

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. 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.

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.

3.

REMOVE ALL EXISTING VEGETATION DURING GRADING PROCESS.

4.

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.

5.

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

6.

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.

7.

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

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

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

· SOIL TEST. THE CONTRACTOR SHALL PROVIDE A SOIL TEST EVALUATION TO DETERMINE THE NEED FOR POLYETHYLENE

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.

LANDSCAPING NOTES:

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.

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

· 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

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.

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.

SITE 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.

WILLOW

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GE DRID WIN DR.

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.

TOWN OF WEBSTER 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.

LOCATION SKETCH N.T.S. STAMP:

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

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

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. 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.

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.

TEMPORARY CONSTRUCTION AREA SEEDING NOTES:

MC EWEN DR.

D OA

4.

EROSION AND SEDIMENT CONTROL NOTES:

TOPSOIL AND SEEDING NOTES:

YR BA

3.

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

STANDARD WATER MAIN EXTENSION NOTES:

MARITIME DR.

UTILITY CONTRACTOR COORDINATION NOTES:

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

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

NO. DATE BY

DESCRIPTION

1 2 3

1.

THE AREA MUST BE ROUGH GRADED AND SLOPES PHYSICALLY STABLE.

2.

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

4

3. 4. 5.

PLANTING SEASON

SPECIES

RATE IN LBS./ACRE

SPRING, SUMMER, OR EARLY FALL

RYEGRASS (ANNUAL OR PERENNIAL)

30

LATE FALL OR EARLY WINTER

WINTER RYE (CEREAL RYE)

100

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. ©

NOTES

*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.

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

WATERVIEW PHASE III WEBSTER, NY

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

TOWN/CITY: WEBSTER COUNTY: MONROE

PROJECT NO.:

20243903.0002 DRAWING NO.:

C 201 DATE:

OCTOBER 2024

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

3"

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"

1"

6"

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

4"

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

CONCRETE

ONLY 1" OF MULCH WILL BE PERMITTED AROUND TRUNK

FINISHED GRADE

TOPSOIL MIXTURE UNDISTURBED EARTH

FINISHED GRADE

60°

ROOT BALL

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

7"

#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

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:

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

9"

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

9" MIN.

CONCRETE GUTTER DETAIL

PO

GE DRID WIN DR.

4"

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"

0.90"-1.41"

COMPACTED EXISTING SUBGRADE (TOPSOIL REMOVED)

CORNER TO BE EDGED.

SET TRUNK PLUMB LEAN SLIGHTLY INTO PREVAILING WIND

0"

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)

12

TRANSITION CURB

6"

R S R

I RO

1

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

NOTES:

f'c= 4000 psi

6"

(TYP.)

N

TOP OF CURB

TOPSOIL

1"

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.

10/29/2024 11:10 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

6"

1"

4"

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

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

6"

2.75'

6"

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.

OCTOBER 2024

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

18"

FILTER FABRIC

1

1' MIN.

COMPACTED SOIL

6"

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.

FL

N.T.S.

OW

FLO

FILTER FABRIC DROP INLET PROTECTION

STABILIZED CONSTRUCTION ACCESS

N.T.S.

N.T.S.

W

N.T.S.

WEAKENED PLANE JOINT (TYP. EACH CORNER)

MC EWEN DR.

LIMIT OF TRENCH EXCAVATION A

SWALE B 1' 6'

AS REQUIRED

OUTLET AS REQUIRED SEE ITEM 8 BELOW.

1' MIN.

1:1 OR FLATTER

PLAN VIEW

1:1 OR FLATTER

6. 7. 8.

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

CROSS SECTION

1.

2. 3. 4. 5.

TEMPORARY SWALE DETAIL

24"x24" OR 36"x36"

6"

# 4 BARS 12" OC BOTH WAYS

UNDISTURBED EARTH

CONCRETE ENCASEMENT

O.D.

6.

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

SAND MEDIA

1.5'

9"

OVER 36"

1.5'

12"

SEE PLAN

PROPOSED HDPE PIPE (SEE PLAN)

Y

WA

18"x26" PRECAST CONCRETE CATCH BASIN SEE NOTE 4

TOWN OF WEBSTER

LOCATION SKETCH

ONE OR TWO COURSES COMMON BRICK WITH MORTAR

2"

N.T.S.

DING

3" TOPSOIL AND BED

SEE NOTE 2

FLOW

SEE NOTE 3

FILL SUMP WITH CONCRETE

COMPACTED SELECT FILL 1/2O.D.

SPECIAL BEDDING IN UNSTABLE MATERIAL

FIRST CLASS CLASS "B"

21" TO 36"

5'

PROPOSED HDPE PIPE SEE PLAN FOR ELEV

CAST IN PLACE

INT

A

B

UNDISTURBED EARTH

ROCK

N.T.S.

INVERT SEE PLAN FOR ELEV

6" UNDERDRAIN

O.D.

B

CATCH BASIN SEDIMENT TRAP

A

6" UNDERDRAIN

STONE BEDDING

PIPE DIA. DIM. A DIM. B

24" X 24" CATCH BASIN

OR EQUIVALENT 3500 P.S.I.

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

1/4"/FT

COMPACTED SELECT FILL STONE BEDDING

1.0'

24" X 24" CATCHBASIN

CAST IRON FRAME AND GRATE, NEENAH R 3359,

PO

GE DRID WIN DR.

A

UP TO 18"

24"x24" GRATE SEE PLAN FOR ELEV

WILLOW 4'-2"

FLOW

12"

Jacob Lewis

ROCK

12"MIN.

N.T.S.

10/29/2024 11:10 AM

A

CONSTRUCTION SPECIFICATIONS

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

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

B

A

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

24"x24" GRATE (SEE PLAN)

FINISH GRADE

LIMIT OF TRENCH EXCAVATION

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:

SITE

6" 6"

2'-2"

CONCRETE GUTTER

1/2 O.D.

5.

ANCHOR BOLT

CONCRETE 3000 PSI

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

CONSTRUCTION SPECIFICATIONS

4.

B

COMPACTED SELECT FILL

YARD DRAIN

A

MIN. OR 1/4 O.D.

SWALE A 1' 4'

FL OW

3"

C D

O.D.

12"MIN.

W FLO

SLOPE 2:1 OR FLATTER

CROSS SECTION

1. 2. 3.

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

D OA

SILT FENCE DETAIL

STANDARD STORM MANHOLE DETAIL

YR BA

STONE CHECK DAM

MAXIMUM DRAINAGE AREA 1 ACRE

MINIMUM 6" CRUSHED STONE FOR LEVELING PRECAST CONCRETE BASE

UNDISTURBED EARTH OR ROCK

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.

SPRING LINE OF PIPE

GATHER EXCESS AT CORNERS

4" SECTION VIEW

SECTION B-B NOT TO SCALE

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

CONSTRUCTION SPECIFICATIONS

16"MIN.

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

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

11"

1

PRECAST CONCRETE BASE

8"

1

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.

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

8"

CL UNDERDRAIN AND GUTTER FLOW LINE

CUTOFF TRENCH DESIGN BOTTOM

B

1

EXISTING GROUND

PERSPECTIVE VIEW

2

1

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

3'

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

6"

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 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

1 2 SEE PLAN

3 4

PLAN VIEW A

OUTLET CONTROL STRUCTURE

5 6

SECTION VIEW

FRONT VIEW

7

UNDERDRAIN COLLECTION SYSTEM

BERM

8

FILL SUMP WITH 3500 PSI CONCRETE

SAND FILTER CONTROL STRUCTURE

2'

4'

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

2'

PLAN VIEW

WATER QUALITY SECTION "A-A"

WATER QUALITY

OUTLET STRUCTURE

DETAILS

N.T.S.

RIP-RAP DETAIL

6" TOPSOIL OVER MEMBRANE 1:3 M

INFLOW

AX.

FROM SI

INV SEE PLAN 6" PONDING

CONTROL STRUCTURE SEE DETAIL ABOVE

N.T.S.

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

3 max

6" PONDING 4" THICK STONE MULCH MEDIUM WASHED RIVER GRAVEL

1:3 max

1

TE

UNDERDRAIN

2.5-4' PLANTING SOIL

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

OUTFLOW PIPE

WATERVIEW PHASE III WEBSTER, NY

FILTER FABRIC

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

6" MINIMUM 12" OF CLEANED WASHED GRAVEL (APPROX. 1.5" TO 2" DIAMETER ROCK)

SAND FILTER (SOIL MEDIA SECTION)

TOWN/CITY: WEBSTER COUNTY: MONROE UNDERDRAIN

PROFILE VIEW

6" PERFORATED PIPE IN 8" GRAVEL JACKET

PROJECT NO.:

20243903.0002 DRAWING NO.:

C 203

SECTION VIEW DATE:

BIORETENTION AREA N.T.S.

OCTOBER 2024

SP 1

SP 1

GRADE

WATERVIEW PHASE III PLANT SCHEDULE 2024.10.14

CA 2 OHD

OHD

OHD

RK 6 RETAINING WALL SP 1

OHD

IG 2

RA 2 OHD

OHD

IG 2

CA 2

CCL 2

OHD

OHD

OHD

OHD

HQ 2

OHD

SP 1

FOUNDATION PLANTING DETAIL B (NO WALL, 1 BUILDING)

ROOT

SPACING / SPREAD

MATURE HEIGHT

REMARKS

HQ 2

D

NATIVE

WATER MAIN

BEND

B

AR

3

Acer rubrum "Franksred"

Red Sunset Maple

2 1/2-3"

B&B

As Shown

GT

6

Gleditsia triacanthos var. "Inermis"

Thornless Shademaster Honey Locust

3 1/2-3"

B&B

As Shown

NS

3

Nyssa sylvatica "Wildfire"

Black Gum

2 1/2-3"

B&B

As Shown

Fall Planting Hazard

35-40'

Fall Planting Hazard

Yes

30-50'

No

30-50'

Yes

8"

8" GEOTEXTILE (AROUND STONE OR SLEEVE AROUND PIPE)

8" PERFORATED UNDERDRAIN

FILTER STONE TYPE 1

AG

2

Amelanchier x grandiflora " Robin Hill Pink"

Robin Hill Serviceberry

8-10'

B&B

15-20'

CC

3

Cercis canadensis "The Rising Sun" - (TF)

The Rising Sun Redbud (Tree Form)

6-7'

B&B

As Shown

CV

6

Chioanthus virginicus

Fringetree

6-7'

B&B

MS

5

Magnolia stellata "Royal Star"

Royal Star Magnolia

7-8'

SV

6

Syringa vulgaris "Agincourt"

Agincourt Lilac

5-6'

20-25'

Yes

Fall Planting Hazard

8-12'

Yes

As Shown

Multi-Stemmed

18-20'

Yes

B&B

As Shown

Heavy

10-15'

No

B&B

As Shown

Multi-Stemmed

8-10'

Yes

Multi-Stemmed

2'-0"

LAWN AREA UNDERDRAIN N.T.S.

CA

2 - 3/4" STEEL REINFORCING RODS

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

SHRUBS 14

Clethra alnifolia "Sixteen Candles"

Sixteen Candles Summersweet

2-3'

#3 Cont.

3-5'

3-4'

Yes

CCL

6

Cotinus coggygria "Lilla"

Lilla Dwarf Smoke Bush

2-3'

#3 Cont.

4'

4'

No

HQ

12

Hyrangea quercifolia "Ruby Slippers"

Ruby Slippers Oakleaf Hydrangea

2-3'

#5 Cont.

3-4'

4-5'

No

IG

20

Ilex glabra "Shamrock"

Shamrock Inkberry

2-3'

#5 Cont.

5'

4-5'

Yes

PO

16

Physocarpus opulifolius "Little Joker"

Little Joker warf Ninebark

2-3'

#3 Cont.

3-4'

3-4'

Yes

RA

4

Rhus aromatica "Gro-Low"

Gro-Low Fragrant Sumac

18-24"

#3 Cont.

6-10'

2'-4'

Yes

RK

30

Rosa "Knock-out"

Knockout Rose

18-24"

#3 Cont.

3-4'

3-4'

No

SP

12

Syringa petula 'Miss Kim'

Miss Kim Dwarf Lilac

30-36"

#5 CONT.

3-6'

3-6'

No

(1) male to (4) female

fragrant bloom

4"

4" GEOTEXTILE (AROUND STONE OR SLEEVE AROUND PIPE)

2 - 3/4" STEEL REINFORCING RODS

UNDISTURBED SOIL

4"

UNDISTURBED SOIL

4" PERFORATED UNDERDRAIN PLAN

FILTER STONE TYPE 1

ELEVATION

1'-0" MINIMUM VOLUME OF CONCRETE

BEND

PAVEMENT AREA UNDERDRAIN

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.

OHD

CONCRETE THRUST BLOCK

CONCRETE THRUST BLOCK

N.T.S.

OHD

BEND

DECIDUOUS TREES

FLOWERING AND ORNAMENTAL TREES

OHD

OHD

SIZE

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°

DHO DHO

Y

WA

HORIZONTAL THRUST BLOCK

TOWN OF WEBSTER

TAPPING SLEEVE & TAPPING VALVE w/MJ RESTRAINT

LOCATION SKETCH N.T.S. STAMP:

WATER MAIN DHO

DHO

6"

DHO

54.7'

CCL 2

INT

PIPE ZONE

IN ROCK, BACKFILL PIPE ZONE WITH SAND

CA 2

PO

GE DRID WIN DR.

5' MIN IN LAWN 6' MIN IN PAVEMENT

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

DHO

FOUNDATION PLANTING DETAIL

WILLOW

GRADE

SP 1

D OA

SITE

SP 1

CA 2

MC EWEN DR.

N.T.S.

RK 2

YR BA

VERTICAL THRUST BLOCK

RA 2

MARITIME DR.

OHD

COMMON NAME

E

IG 2

BOTANICAL NAME

C

IG 2

OHD

OHD

HQ 1

HQ 1

QTY

4"

OHD

OHD

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

KEY

A

RK 2

CL

CCL 2

RK 2

6" MIN IN ROCK 12" MIN IN SOIL TRENCH LIMITS

FOUNDATION PLANTING DETAILS

NOTES:

SPECIAL NOTE:

THE OPENING IN THE RISER AND BASE SECTION SHALL BE CORED AND FILLED WITH EPOXY MORTAR SIKADUR 33 BY SIKA OR FLEXOLITH GEL BY DURAL.

"A"

6"

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 INVERT CHANNEL

"A"

GRADE

VERTICAL DROP SHALL BE SAME SIZE AS THE SEWER ENTERING THE MANHOLE (MIN. 8").

VALVE BOX

SANITARY SEWER MANHOLE N.T.S.

A

CONCRETE THRUST BLOCK

12"MIN

SECTION "A-A"

EXTENSION

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

BEND

WATERVIEW PHASE III WEBSTER, NY

TYPE 1 CRUSHED STONE FOR WIDTH OF TRENCH AROUND VALVE BOX

BASE

(FOR OUTSIDE DROP CONNECTION)

UNDISTURBED SOIL

#1 WASHED STONE FOR VALVE WIDTH OF HYDRANT TRENCH

WATER MAIN

CONCRETE THRUST BLOCK

W PLAN

UNDISTURBED SOIL ELEVATION

SECTIONAL PLAN ROCHESTER PURE WATERS DISTRICT SEWER CONNECTIONS TO EXISTING MANHOLE

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

NOTE:

6"x18" (MIN) ANCHOR PIPE

MJ ANCHOR TEE, 6" OUTLET

DETAILS

C L

VALVE BOX

SOLID CONCRETE BLOCK (MIN:8"x8"x16") 12" MIN. #1 AND #2 CRUSHED STONE (NYSDOT GRADATION TABLE 703-4) LEVELING BASE THOROUGHLY COMPACTED UNDISTURBED EARTH

12"

BEND GRADE

6"

6"

WATER MAIN

N.T.S.

W

BRICK, CLAY PIPE OR HALF PIPE SEWER INVERT (ASTM C-32)

6 8

NEW SEWER TO BE CONNECTED

SHAPE NEW CHANNEL

5

HORIZONTAL THRUST BLOCK FOR TEES AND PLUGS

6" MIN.

UNDISTURBED GROUND

5000 PSI CONCRETE BENCH MANITOU MIX ID 1696

4

ELEVATION

7

FILL WITH EPOXY MORTAR AROUND PIPE.

1/2" PE SLOPE R FT.

FIG. 4

DESCRIPTION

2

NEW SEWER CONNECTED. (SEE FIG. 3 FOR ADDITIONAL NOTES.)

FLOW OLE ANH FM O CL

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

3 PLAN

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

"A"

PROJECT MANAGER PROJECT ENGINEER DESIGNER

1 UNDISTURBED SOIL

N.T.S.

3,000 P.S.I. CONCRETE

12"

MAY BE PRECAST OR CAST-INPLACE SEE NOTE #3

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

NO. DATE BY

W

DISINFECTION/BLOW-OFF/SAMPLING TAP

RADIUS NOT LESS THAN 1/2 MANHOLE I.D. 4,000 P.S.I. CONCRETE OR BRICK ASTM C-32 GRADE SS

CONCRETE THRUST BLOCK

5'-0" MIN

8" MIN. DIA. PIPE

FLOW

EXISTING MANHOLE

UNDISTURBED SOIL

BRICK TO 1/2 I.D.

PRECAST OR CAST IN PLACE MANHOLE BASE (ASTM C-478) NO NARROWER THAN PIPE DIAMETER

WATER MAIN

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

H

CUT OUT EXISTING BENCH AND INVERT. SHAPE NEW INVERT BY FILLING IN WITH CONCRETE OR BRICK AS SHOWN ON PLAN. ALL SLOPES ARE 1/2"/FT. MIN. SEE NOTE #5.

MIN.

MORTAR ALL EXTERIOR JOINTS

WATERSTOP-RX OR APPROVED EQUIVALENT

SEAL AROUND DOGHOUSE OPENING

H

MIN.

12"

Jacob Lewis 10/29/2024 11:10 AM

24" MAX.

REINFORCED PRECAST CONCRETE RISER SECTIONS (ASTM C-478)

CONCRETE THRUST BLOCK

10. CONTRACTOR MAY CORE BORE OR DRILL A NEW OPENING IF REQUIRED, NO IMPACT DEVICES WIL BE ALLOWED TO BE USED FOR MAKING NEW HOLES IN EXISTING MANHOLES OR CHAMBERS.

RISER AND COVER SLAB JOINTS AND LIFT HOLES SHALL BE FILLED WITH NON-SHRINK GROUT AND SEALED WITH 2 COATS OF APPROVED BITUMASTIC COAL TAR SEALER

DIAMETER VARIES

COAT INSIDE AND OUTSIDE SURFACES WITH 2 COATS OF APPROVED BITUMASTIC COAL TAR SEALER (ASTM D-450, TYPE B)

Passero Associates

9. CORED OPENINGS IN MANHOLE RISER SECTIONS SHALL BE NOT LESS THAN 6" FROM A RISER JOINT.

FILL ALL AROUND WITH CONCRETE EXCEPT IN PAVEMENT. COAT WITH APPROVED BITUMASTIC COAL TAR SEALER.

ALIGN WITH DOWNSTREAM INVERT

WATER MAIN

8. STUBS 4' MAX. R.C.P. AND D.I.P., 1' MAX. ALL OTHER PIPE MATERIALS, FROM OUTSIDE FACE.

SECTION "A-A"

MANHOLE STEPS AT 12" O.C. SEE DETAIL #7

TEE OR PLUG GRADE

CORPORATION STOP

FLO

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

PIPE BEDDING

UNDISTURBED GROUND

24"

TEE OR PLUG

1" COPPER (MIN)

7. THE DISTRICT MUST BE NOTIFIED 48 HRS. IN ADVANCE OF CONSTRUCTION FOR INSPECTION OF CONNECTION.

SLOPE

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

A

WATER MAIN

5. CONTRACTOR MUST COAT ALL DISTURBED AREAS OF MANHOLE WITH TWO (2) COATS OF SIKAGARD NO. 62 FOR INTERIOR OF BASE AND TWO (2) COATS OF SUPER SERVICE BLACK FOR ALL OTHER SURFACES.

FINISHED GRADE

BACKFILL SHALL BE SELECT MATERIAL (NYSDOT SPEC. 203-2.02) IF OUTSIDE PAVEMENT. IF IN PAVEMENT, BACKFILL SHALL BE CRUSHER RUN STONE (NYSDOT SPEC. 304-2.02, TYPE 2)

1" CURB STOP

CLIENT:

6. STUB AT MANHOLE SHALL NOT EXCEED 100 DEGREES ALIGNMENT ENTERING AGAINST EXISTING UPSTREAM SEWER.

WATERTIGHT PICK HOLE

SUPER "O" RING JOINT AND GASKET

12" MIN

4. GENERALLY, A DROP CONNECTION SHALL BE PROVIDED WHEN DIM. "A" EXCEEDS 2' IN A SANITARY MANHOLE.

SEE NOTE #8

BRICK OR PRECAST SPACERS (MAX. 3 COURSES) REINFORCED PRECAST CONCRETE FLAT COVER SLAB WITH 24" DIA. ECCENTRIC MASONRY OPENING TO BE DESIGNED AND CONSTRUCTED FOR H-20 LOADING

GRADE C L

3. THE EXISTING MANHOLE BASE MAY BE ROUND OR SQUARE, DEPENDING ON THE TIME THE MANHOLE WAS CONSTRUCTED.

USE FLEXOLITH GEL BY DURAL OR SIKADUR 33 BY SIKA EPOXY MORTAR TO FILL AROUND PIPE. NO SLEEVE REQUIRED.

TAPPING SLEEVE AND VALVE

N.T.S.

2. EXISTING MANHOLE STRUCTURE SHALL BE SUFFICIENTLY BRACED AND PROTECTED TO PREVENT ANY SHIFTING OR DAMAGE TO THE MANHOLE.

SEE NOTE #2 FOR BRACING OF EXISTING MANHOLE.

SLOPE

WATERMAIN TRENCH

1. THE CROWN OF THE NEW SEWER SHALL NOT BE CONSTRUCTED LOWER THAN THE CROWN OF THE EXISTING MAIN SEWER. THE INVERT OF THE NEW SEWER SHALL BE CONSTRUCTED AT LEAST 3" ABOVE THE EXISTING MAIN SEWER INVERT.

STORM SEWERS SHALL NOT BE CONNECTED TO SANITARY SEWERS.

12" MIN

1"=30'

CAST IRON FRAME & COVER TO BE NEENAH R-1726-A OR APPROVED EQUIVALENT WITH MACHINED BEARING SURFACE, AND THE WORD SANITARY PRINTED ON TOP

NOMINAL PIPE DIA + 24"

1. VALVE BOX SHALL BE CENTERED ON VALVE AND SET ON COMPACTED BACKFILL. GRADE 2. VALVE SHALL NOT SUPPORT VALVE BOX.

6" MJ GATE VALVE SOLID CONCRETE BLOCK (MIN:4"x4"x8") NOTE: ALL PRIVATE HYDRANTS (DOWNSTREAM OF THE MASTER METER) SHALL 3. BEALL BODY AND BONNET BOLTS SHALL BE STAINLESS STEEL. PAINTED "SAFETY RED"

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

PERPENDICULAR HYDRANT ASSEMBLY

WATER VALVE

N.T.S.

N.T.S.

TOWN/CITY: WEBSTER COUNTY: MONROE

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

H

W

A

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

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

8" TEE OR PLUG

PROJECT NO.:

20243903.0002 DRAWING NO.:

C 204

HORIZONTAL THRUST BLOCK FOR BENDS

DATE:

OCTOBER 2024