Civil Plans

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

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 - 90 APARTMENTS

MC EWEN DR.

SITE

ZONING DATA

REQUIRED

D OA YR BA

TAX ACCOUNT NUMBER:

MARITIME DR.

TOWN OF WEBSTER l

C 101

PROPOSED

WILLOW

PO IN

T

Y

WA

GE DRID WIN DR.

LOT WIDTH

N/A

330'

DEPTH

N/A

1805'

AREA

5 ACRES

13.152 ACRES

25%

19%

COVERAGE

TOWN OF WEBSTER

LOCATION SKETCH N.T.S. STAMP:

BUILDING

N/F 436 MCEWEN DR. PUMP STATION

McEWEN DRIVE

SETBACK - FRONT

75'

35.8'*

SETBACK - SIDE

10'

35'

SETBACK - REAR

35'

N/A

SINGLE FAMILY DISTRICT BUFFER

100'

20'*

BUILDING LENGTH

165'

229.5'*

SEPARATION

40'

40.5

HEIGHT

3 STORIES MEASURED @ FRONT

3 STORIES

DENSITY

8 UNITS PER ACRE

6.8 UNITS PER ACRE

UNIT QTY

105

90

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

OHD

OHD

OHD

OHD

OHD

E AN

OHD

OHD

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

P LOW WIL

AY TW

9' X 20'

STALL SIZE - PERPENDICULAR

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

90

144 SPACES/180* =1.60 SPACES PER UNIT 9' X 20'

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

25'

NTA

U MO

ENVIRONMENTAL DATA

NO

YES

STATE REGULATED WETLANDS (NYSDEC ERM):

X

IL RA

T SH

IN A

E

RIV

Shari Kleis

STALLS QTY

OIN

D ME RITI MA

IT UO EQ ND Y BA

8/12/2024 12:55 PM

FEDERALLY REGULATED WETLANDS (USFWS NWI): IRO

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

D

OA

OHD

OHD

WINDRIDGE DRIVE

PARKING

IA L

OHD

PROPOSED 45 UNIT APARTMENT BUILDING 18,800 S.F.

L NO

OHD

OHD

G MA

OHD

OHD

OHD

YR

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

OHD

BA

5 ED 4 POS PRO UNIT ENT RTM APA ILDING BU 0 S.F. 0 18,8

OHD

CAPTAINS COVE LANE

OHD

HIDDEN HARBOUR WAY

OHD

MARITIME DRIVE

OHD

X

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

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

DESCRIPTION

ZONE X AREA OF MINIMAL FLOOD HAZARD

ENDANGERED SPECIES (NYSDEC ERM):

X

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:

AUGUST 2024

HORIZONTAL SCALE 30

0

15

30

60

110'

N/F 436 MCEWEN DR. PUMP STATION

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

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

EXISTING 30' WIDE SANITARY SEWER EASEMENT

EXISTING TREE LINE

CURVE 15 MPH

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

PROPOSED 6' HIGH PRIVACY FENCE

(TO REMAIN)

X

X

X

X

X

X

X

X

X

X

X

45'

OHD

OHD

MC EWEN DR.

EXISTING 50' WIDE EASEMENT TO MCWA

SITE

X

58.2'

25'

8.8'

MARITIME DR.

OHD

D OA YR BA

X

X X

OHD

75' FRONT SETBACK

15C

LP

5 OHD

23

3'R

X

PROPOSED BOLLARDS (TYP)

5'R

4'R

3'R

5'R

X

OHD

PROPOSED GARAGE SPACES (TYP)

OHD

PROPOSED 6" REVEAL CONCRETE CURB

PROPOSED BUILDING MOUNTED LIGHTS (TYP)

OHD

OHD

2'R

X

CO

OHD

5'R

5'R

'

25'

X

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

PROPOSED BUILDING MOUNTED LIGHTS (TYP)

27.5

ED POS PRO CURB ETE NCR

16

8' HIGH WHITE VINYL DUMPSTER ENCLOSURE WITH GATES ON 14'x 20.5' CONCRETE PAD (TYP)

36'

3' TRANSITION CURB TO GRADE

X

WILLOW

60'

X

15B

DOOR (TYP)

PROPOSED GARAGE SPACES (TYP)

X

5'R

LOCATION SKETCH

7'

N.T.S.

X

25'

X

' 75.7

Y

WA

T

TOWN OF WEBSTER

X

ED POS PRO LLARDS BO

PO IN

GE DRID WIN DR.

X

21

7' STAMP:

15A

X

X

65'

X

X

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

OSE P O PR UNIT ENT M T R APA LDING BUI 0 S.F. 0 18,8

X

20'

75' FRONT SETBACK

X

PROPOSED INFILTRATION BIORETENTION AREA

TREE LINE

D 45

ED POS PRO RETE C CON WALK SIDE

229.

LEGEND

X

9'

5'

X

PROPOSED 45 UNIT APARTMENT BUILDING 18,800 S.F.

PROPERTY BOUNDARY

X

X

EXISTING CENTER LINE ROAD SETBACK

X

X LP

X

9'

4

PROPOSED BUILDING

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

OHD

X

X

8.2'

5'R 10'R

3'R

OHD

3

3'R

OHD

OHD

OHD

OHD

X

30'

65 PROPOSED ASPHALT PAVEMENT

8

X

X X

X

X

X X

ID 20' W T TING SEMEN IS X E A ER E SEW

10'

25'

X

X

ORM E ST

PROPOSED CONCRETE PROPOSED POST TOP LANTERN (TYP)

PROPOSED PARKING COUNT

14

PROPOSED ACCESS RAMP WITH DETECTABLE WARNING

14B

PROPOSED PAVEMENT STRIPING

PROPOSED CURB

14A

1'R

2'R

3

5'R

X

20'R

10'R

8.8'

35'

ED POS PRO T POLE ) H LIG (TYP 25'R

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

26 4'R

25'

T HAL ASP D E POS ENT PRO PAVEM

4'R

5'R 25'

59

4'R 54'

OHD

PROPOSED BUILDING MOUNTED LIGHTS (TYP)

5'R

PROPOSED ASPHALT PAVEMENT

14C

25'

X

OHD

OHD

OHD

PROPOSED GARAGE SPACES (TYP)

X

7' 103.

X

Shari Kleis

15

X

8/12/2024 12:55 PM

X

7'

40.5'

MARITIME DRIVE

PROPOSED GARAGE SPACES (TYP)

X

25'R

45'R

(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

EXISTING SIGN

CTV

PROPOSED LIGHT POLE

TRANS CTV

PROPOSED BUILDING MOUNTED LIGHT

TRANSFORMER

CK BA SET E ID

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

PROPOSED SIGN

17'R

TEL

Passero Associates

LP

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. ©

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

X 25'R

PLANNING BOARD CHAIRMAN

AY W T

15'R

NO TRESPASSING DEAD END

SITE PLAN

APPROVALS

X

LO WIL

OIN P W

COMMISSIONER OF PUBLIC WORKS

LP

MA

WINDBRIDGE DRIVE LP

WATERVIEW PHASE III WEBSTER, NY

TOWN ASSESSOR

18A

M RITI

TOWN/CITY: WEBSTER COUNTY: MONROE FIRE MARSHAL

ED

20243903.0002 HIGHWAY SUPERINTENDENT

DRAWING NO.:

C-102

E

21D 21C

PROJECT NO.:

18B

RIV

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

CLIENT:

X

20'

X

ACK E SETB

EXISTING BUILDING

X

X

PROPOSED CONCRETE SIDEWALK

5'R

10' SID

EXISTING EASEMENT LINE

14D

18C

DATE:

AUGUST 2024

HORIZONTAL SCALE 30

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

15

30

60

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' N/F 436 MCEWEN DR. PUMP STATION

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

8" T

31 LF 12" CPP @ 3.42%

ILE

5/8" REBAR FND

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

CB TG=359.59' SW.INV=391.94'

210 LF 15" CMP @ ?%

41 LF 8" PVC @ 2.20%

STEEL GUARDRAIL

1" PIPE FOUND

42 LF 12" CMP @ 6.26%

24 LF 15" CMP @ 2.33%

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

MC EWEN DRIVE

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

EXISTING 30' WIDE SANITARY SEWER EASEMENT

49 LF 36" RCP @ 0.59%

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

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

35 LF 8" PVC @ 1.11%

TG=394.85' SW.INV =390.95'

191 LF 15" CMP @ 4.83%

9 LF 15" CMP @ 1.11%

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

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'

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

HYD WV WV

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

0

EXISTING TREE LINE

CURVE 15 MPH

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

FORCE MAIN

CB TG=409.96' N.INV=405.86'

LEGEND PROPERTY BOUNDARY EXISTING CENTER LINE ROAD

6" DI STAND PIPE

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

CB TG=423.24' S.INV=418.79'

EXISTING BUILDING EXISTING EASEMENT LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR

117 LF 36" RCP @ 0.04%

EXISTING STORM SEWER CB, MH & INLET MH

168 LF 12" CPP @ 3.31%

HYDWV

HYD WV

EXISTING WATER SERVICE HYDRANT & VALVE EXISTING SANITARY SEWER AND MANHOLE

MC EWEN DR.

EXISTING ELECTRIC LINE

15B

LP

EXISTING LIGHT POLE

TRANS

EXISTING TRANSFORMER

CTV

EXISTING CTV

EM

EXISTING ELECTRIC METER

HHE

EXISTING ELECTRIC HANDHOLE

SITE

WILLOW

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

PO IN

T

Y

WA

GE DRID WIN DR.

TOWN OF WEBSTER

EXISTING GAS VALVE REMOVE EXISTING TREES & BRUSH

MARITIME DR.

EXISTING 50' WIDE EASEMENT TO MCWA

D OA YR BA

EXISTING SIGN LP HHE

LOCATION SKETCH

EXISTING GAS MAIN

N.T.S.

EXISTING TREE/BRUSH LINE STAMP:

15A TREES / BRUSH TO BE REMOVED TREE LINE

CB TG=417.43' E.INV=413.68'

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

WV HYD

196 LF 36" RCP @ 0.14%

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

LP HHE

CP P@

CB TG=413.00' E.INV=411.10'

183 LF 12" CPP @ UNDETERMINED%

Passero Associates 14B

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

5.4

28 LF 8" CMP @ 0.25%

2%

HHE CTV

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

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

14C

MARITIME DRIVE

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

2"

8/12/2024 12:55 PM

LOT AR-2

LE

P @ 7.85% 107 LF 24" RC

F1 2L

DESCRIPTION

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

TEL HHE TRANSFORMER

EM PM GAS E-W LP

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

202 LF 36" RCP @ 0.11%

EX. CB TG=383.61' S.W.INV=381.71' 23 LF 8" CMP @ 8.68%

62 LF 12" CPP @ 4.69%

DB-3.1 EX. DMH TG=383.62' N.INV=379.42' NE.INV=379.72' 5/8" REBAR FOUND

RM STO IDE W ' 20 T TING MEN EXIS R EASE E SEW PP 12" C ND NE E 81.55 3 INV= PP 24" C ND NE E 381.13' INV= P CB " CP F 24 .83' 6 66 L 7% 9 3 6 TG= 92.33' @ 1. 3 V= W.IN

PM GAS N-S

DMH ' 1.19 0 4 TG= 396.19' = ' V E.IN =393.69 ' V E.IN =393.69 V W.IN

388.33'

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

MB

MP

15" CMP

HHE 402.97'

ING ASS RESP

)

ATE

T

OC (REL

58 LF 2 4" CPP

W INT

W

W ILLO

PO

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

9.04%

15

400.64'

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

LP

@ 4.95 %

' SMH 391.28 43' = RIM 378.

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

PROJECT NO.:

18B

20243903.0002 DRAWING NO.:

C-103

E

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

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

P@ 8" CP 8 LF 1

RIV ED

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

AY

TIM

HHE

WV HYD

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

HHE

P@ CM % D F 8" 49 L ERMINE ET UND

387.29'

413.79'

C F 8" 37 L 97% . 9 @

NO

NO TRESPASSING DEAD END

46 LF 8" CMP @ 5.43%

PM GAS N-S

RI MA

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

HO

78 LF 24" CMP @ 26.90%

3"

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

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

13

Shari Kleis

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

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

28 LF 8" CMP @ 0.39%

CLIENT:

18C

DATE:

AUGUST 2024

HORIZONTAL SCALE 30

P CM

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

IL 8" T

31 LF 12" CPP @ 3.42%

CB TG=359.59' SW.INV=391.94'

210 LF 15" CMP @ ?%

E

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

HYD WV WV

41 LF 8" PVC @ 2.20%

42 LF 12" CMP @ 6.26%

35 LF 8" PVC @ 1.11%

TG=394.85' SW.INV =390.95'

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

EXISTING 30' WIDE SANITARY SEWER EASEMENT

49 LF 36" RCP @ 0.59%

24 LF 15" CMP @ 2.33%

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

MC EWEN DRIVE

FORCE MAIN

EXISTING 10' WIDE INGRESS AND EGRESS EASEMENT CENTERED ON PROPERTY LINE PER LIBER 8923 OF DEEDS, PAGE 565 & LIBER 2328 OF DEEDS, PAGE 519 21 LF 6" PVC

DA-4 (2'X2' CB) TG=409.50 EX INV=406.20 X W INV=406.20

36 LF 6" PVC SAN @ 12.00%

X

X

X

X

X

X

PROPERTY BOUNDARY

X

CB TG=423.24' S.INV=418.79'

MIN 18" WATER 129 SERVICE SEPARATION LF 1 STM 2 .@ " HDP 0.2 5% E

W

W

HYDWV

W

BLOWOFF/SAMPLE TAP (TYP.) OHD

OHD

OHD

168 LF 12" CPP @ 3.31%

W S

LP HHE

EXISTING SANITARY SEWER & MH PROPOSED SANITARY SEWER & MH

PROPOSED UNDERGROUND ELECTRIC

75 LF 12" HDPE STM.@ 0.25%

EXISTING LIGHT POLE

WILLOW

X

EXISTING GAS MAIN

X

X 94 LF 12" HDPE STM.@ 0.25%

LE

HO

61 LF 12" HDPE STM.@ 2.84% G

G

X

X

RM STO IDE W ' 20 T TING MEN EXIS R EASE E SEW PP 1 2" C ND NE E 381.55 INV= PP 24" C ND NE E 381.13' = INV 6 LF 24" CPP CB CPP STM.@ 24" 0.25% ' F 6.83 66 L 67% 9 3 TG= 92.33' @ 1. 3 V= W.IN

X

X

X

X

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

7 LF 12" CPP STM.@ 0.25% 62 LF 12" CPP @ 4.69%

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

D

X

23 LF 8" CMP @ 8.68%

35 LF 12" HDPE STM.@ 0.25%

%

' SMH 391.28 = .43' 7 RIM 3 = 8 '

V N.IN =378.43 V N 63' I . S 380. 8' = V N E. I 82.5 8' V=3 E.IN =380.7 V W.IN

APPROVALS

PP @

9.04%

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

HHE

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

UTILITY PLAN

COMMISSIONER OF PUBLIC WORKS HHE

15

LP

DESCRIPTION

15" CMP

8" C 8 LF 1

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

TOWN ASSESSOR

FIRE MARSHAL

WATERVIEW PHASE III WEBSTER, NY

WEBSTER SEWER DISTRICT

VE

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

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

TOWN/CITY: WEBSTER HIGHWAY SUPERINTENDENT

DRI

PROPOSED 6' DIA WATER QUALITY UNIT

PO W O L P@ WIL CP ED% 24"

@ 4.95

46 LF 8" CMP @ 5.43%

PM GAS N-S

ING APP A T ER L WN OR TAL INS LVE F THE O O T A DV T TO WA MC VE AN MOUN E SLE TED A O QU

W INT

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

LP

P CM F 8" 37 L 7% 9 @ 9.

S&V

PROJECT MANAGER PROJECT ENGINEER DESIGNER

NO. DATE BY

PLANNING BOARD CHAIRMAN

"T X10

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

EM

PM GAS N-S

19' 401. TG= 96.19' 3 ' V= E.IN =393.69 ' V E.IN =393.69 V W.IN

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

PM GAS E-W

G

ME

MB

4" CPP

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

G

R ATE IP W D " E 8 VIC SER DMH

IN LF 85 ETERM D UN

DMH390.78' 3' TG= =382.2 ' V N.IN =384.78 8' V .6 2 IN 8 . 3 E INV= SW.

E

T

E

AY

58 LF 2

E SFORMER TRAN

RITI

HHE

WV HYD

Passero Associates

TRANS CTV

HHE

MA

LP

G CTV

HHE

CB TG=386.96' N.INV=384.46'

G

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

183 LF 12" CPP @ UNDETERMINED%

28 LF 8" CMP @ 0.25%

OHD

TEL

8"

P@ CM % D F 8" 49 L ERMINE ET UND

OHD

OHD

G

71 LF 1 2" HDP E STM.@ 17.27%

DC-1 (2'X2' CB) TG=395.00 E INV=392.50

DB-3 (2'X2' CB) TG=397.60 E INV=394.60 NW INV=394.60

OHD

CLIENT:

MONROE COUNTY HEALTH DEPT.

HHE

G

W

R ATE 8" W TION 1 N MI PARA E SE I VC R E S G STIN EXI N AT O I T BAS .41 ECT NN ATCH = 392 V CO C IN

X

X

E

W

X

E HDP 12" F L % 108 .@ 0.37 STM

X

OHD

DB-1 (2'X2' CB) TG=410.20 W INV=407.20

X 202 LF 36" RCP @ 0.11%

E

W

X

PE HD 2" % F 1 1.07 6L 11 TM.@ S

DPE 2" H LF 1 .25% 117 M.@ 0 ST

X

DB-2 (2'X2' CB) TG=398.37 E INV=395.00 N INV=395.00 W INV=395.00

X

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

CB TG=413.00' E.INV=411.10'

E

X

2%

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

OHD

X

3"

X

5.4

CONNECT TO EXISTING DRAINAGE MH AT INV= 372.26

OHD

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

28 LF 8" CMP @ 0.39%

MARITIME DRIVE

X DA-1 (2'X2' CB) TG=409.95 N INV=406.95

X

P@

CP

Shari Kleis

X

X OHD

2" F1

8/12/2024 12:55 PM

X LP HHE

BLOWOFF/SAMPLE TAP (TYP.)

OHD

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

X

X

P @ 7.85%

2L 13

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

X

DB-2.2 (YARD INLET) TG=399.50 N INV=396.87 S INV=396.87

PE " HD F 12 61 L .@ 0.25% STM

X

DB-2.1 (YARD INLET) TG=399.50 N INV=396.72 S INV=396.72

OHD

STAMP:

X

PROPOSED 45 UNIT APARTMENT BUILDING 18,800 S.F.

X 78 LF 24" CMP @ 26.90%

N.T.S.

X

PE " HD F 12 94 L .@ 0.25X% STXM

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

107 LF 24" RC

.5'Ø ' CS 4 382.84 4' 8 = RIM V=379. 4' N.IN V=379.8 SE.IN

LOCATION SKETCH

WV HYD

23 LF 12" HDPE STM.@ 1.36% DB-4 (2'X2' CB) TG=397.60 SE INV=394.31 W INV=394.31

Y WA

X

X

PE HD 2" 3% F 1 11.9 7L 10 M.@ ST

DB-5 (2'X2' CB) TG=397.00 E INV=394.00 N INV=394.00

CB TG=417.43' E.INV=413.68'

PE " HD F 12 50 L @ 0.25% . STM

X

DD-1 (2'X2' CB) TG=388.00 SE INV=385.00

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

D 45 E S PO PRO UNIT NT E M RT APA LDING BUI 0 S.F. 0 18,8

X 196 LF 36" RCP @ 0.14%

DB-2.3 (YARD INLET) TG=399.50 S INV=397.00

INT

TOWN OF WEBSTER

X

X

22 LF 12" HDPE STM.@ 21.75%

DA-2 (2'X2' CB) TG=409.95 S INV=406.71 N INV=406.71

PO

GE DRID WIN DR.

X

X

DB-7 12" END SECTION INV=389.00 N/F LEGACY DEVELOPMENT CO. INC. T.A. NO. 093.060-03-64.12

SITE

PROPOSED LIGHT POLE

D OA

E

X

X DB-6 (2'X2' CB) TG=397.00 S INV=393.77 W INV=393.77

YR

MC EWEN DR.

E

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

BA

EXISTING ELECTRIC LINE

X

X

DA-3 (2'X2' CB) TG=410.70 S INV=406.52 W INV=406.52

PROPOSED WATER SERVICE HYDRANT AND VALVE PROPOSED WATER LATERAL

W

MCWA TO INSTALL TAPPING SLEEVE AND VALVE FOR A QUOTED AMOUNT TO THE OWNER

EXISTING 50' WIDE EASEMENT TO MCWA

OHD

DA-5.1 (YARD INLET) TG=399.50 N INV=397.00

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

8"X10" TS&V

OHD

EXISTING STORM SEWER, CB & MH ST D

8" DIP WATER SERVICE

W

EXISTING EASEMENT

X

X

X

DA-6 (2'X2' CB) RIM=399.80 E INV=396.18 W INV=396.18

LEGEND

X

X

OHD

DA-5 (YARD INLET) TG=398.80 E INV=396.30 S INV=396.30 W INV=396.30

FORCE MAIN

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

X

OHD

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

X

OHD

OHD

" HDPE 97 LF 12 0.16% 1 STM.@

12 SA 7 LF N @ 6" 12 PVC .00 %

PE " HD % F 12 81 L .@ 0.87 STM

HDPE F 12" % 127 L 2 .7 1 STM.@ OHD

DA-8 12" END SECTION INV=389.00

17 LF 6" PVC SAN @ 11.30%

88 LF 6" PVC SAN @ 12.01%

CONNECT TO EXISTING SANITARY SEWER WITH INSERTA TEE AT INV=377.89 117 LF 36" RCP @ 0.04% DA-7 (2'X2' CB) RIM=397.00 E INV=394.00 SW INV=393.50 27 LF 12" HDPE STM.@ 16.76%

X

60

Dig Safely. New York

CB TG=409.96' N.INV=405.86'

SAN @ 11.00% SMH RIM=397.78' N.INV=377.88' S.INV=377.88'

15" CMP

HH WATER METER

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

30

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

2" PE GAS MAIN

8" VC P

55 LF 15" CMP @ 1.38%

46 LF 15" CMP @ 10.15%

191 LF 15" CMP @ 4.83%

9 LF 15" CMP @ 1.11%

15

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

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

0

MARITIME DR.

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'

S

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

PROJECT NO.:

20243903.0002

MONROE COUNTY WATER AUTHORITY

DRAWING NO.:

C-104 DATE:

AUGUST 2024

HORIZONTAL SCALE DRAINAGE INLET MH TG=393.92'

30

0

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

15

30

60

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

EXISTING MINOR CONTOUR DRAINAGE INLET MH TG=424.36'

DRAINAGE INLET MH TG=410.20'

SMH RIM=396.03'

EXISTING SPOT ELEVATION

MC EWEN DRIVE

TG=394.85'

CB TG=409.96'

TOP OF WALL= 415.0 BOTTOM OF WALL=411.50

520

PROPOSED MAJOR CONTOUR

521

PROPOSED MINOR CONTOUR

TC:492.9 BC:492.4

492X7

PROPOSED SPOT ELEVATION PROPOSED INLET PROTECTION

SF

SF X

SF

X

X

X

SF

X

X

X

X

X

X

41

PROPOSED STORM CB & END SECTION

2

1

X

CB TG=417.32'

CLIENT:

X X

1:1 STONE RIP-RAP

DB-1 RIM=410.20 2'X2' CB

CB TG=413.00'

OHD

OHD

4

OHD

41

OHD

413

OHD

412

X

MARITIME DRIVE

41

2

41

1

0

X

OHD

OHD

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

Passero Associates MATCH EXISTING PAVEMENT FLUSH

399 HHE

CB TG=413.83'

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

X

CTV

SMH RIM=386.31'

398

X

X X

DC-1 RIM=395.00 2'X2' CB

PROPOSED CONCRETE WASHOU HHTE AREA AND SIGN. SEE DETAIL.

5

W INT

ILLO

O WP

W

CB 403.23' TG=

LP

HHE

PLANNING BOARD CHAIRMAN

MATCH EXISTING PAVEMENT FLUSH

DMH390.78' TG=

DMH TG=412.28'

APPROVALS

RITI MA

HHE

WV HYD

HHE

AY

39

PROPOSED STABILIZED CONSTRUCTION ENTRANCE PER DETAIL

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. ©

PROPOSED SILT FENCE (TYP.)

SF

396

DB-3.1 EX. DMH TG=383.62'

LP

LP

SF

TG

D

CB TG=386.96'

EM

SF

400 DMH ' 1.19 0 4 =

TOP OF WALL= 398.0 BOTTOM OF WALL=392.0

PROPOSED 6' DIA WATER QUALITY UNIT. TG=381.0

TRANS CTV

HHE

SF

397

X

X

X X

SF

405

X X

DB-3 RIM=397.60 2'X2' CB

410

X

X

TOP OF WALL= 398.75 BOTTOM OF WALL=385.0

TEL

DB-2 RIM=398.37 2'X2' CB

X

398

EX. CB TG=383.61'

DMH RIM=421.38'

X

41

SF SF

SF

410

X

SF

X

OHD

OHD

X

Shari Kleis

X

X

8/12/2024 12:55 PM

X

X

WATERVIEW PHASE III WEBSTER, NY

TOWN/CITY: WEBSTER TOWN ASSESSOR

PROJECT NO.:

VE

'

SMH 391.28 = RIM

DRI

' DMH 395.30 = RIM

GRADING & EROSION CONTROL PLAN

COMMISSIONER OF PUBLIC WORKS

ME

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

X TOP OF WALL= 417.50 BOTTOM OF WALL=412.50

LP HHE

OHD

D OA

X

DA-1 RIM=409.95 2'X2' CB

X

ADJUST RIM TO PROPOSED GRADE.

X

400

X

DRAINAGE INLET MH TG=358.66'

N.T.S.

410.30

DB-2.1 TG=399.50 YARD INLET

X DB-4 RIM=397.60 2'X2' CB

Y WA

TOWN OF WEBSTER

F.F.=411.0

.5'Ø ' CS 4 382.84 = RIM

X

SF

DRAINAGE MH RIM=377.86'

INT

LOCATION SKETCH

CB TG=417.43'

PROPOSED 45 UNIT APARTMENT BUILDING 18,800 S.F.

399.75

DB-5 RIM=397.00 2'X2' CB

YR

X

399.75

399

398

X

PO

GE DRID WIN DR.

WV HYD

DB-2.2 TG=399.50 YARD INLET

X

TOP OF WALL= 397.80 BOTTOM OF WALL=388.0

DA-2 RIM=409.95 2'X2' CB

X

SF

SF

SF

SITE

X

X

388

SF

MC EWEN DR.

STAMP:

4 F.F.=

389

405

X

389

X

406

X

12" END SECTION INV=389.0

EXISTING SIGN

404

X

45 D E OS P O PR UNIT NT E M RT APA LDING TC: 399.70 BUI 0 S.F. BC: 399.20 0 18,8 00.0

EXISTING LIGHT POLE

OHD

DA-3 RIM=410.70 2'X2' CB

407

403

X

DB-2.3 TG=399.50 YARD INLET

DB-6 RIM=397.00 2'X2' CB

PROPOSED SANITARY SEWER & MH

WILLOW

402

X

388

OHD

S

PROPOSED LIGHT POLE

408

401

X

DA-5.1 TG=399.50 YARD INLET

ADJUST RIM TO PROPOSED GRADE.

387

OHD

409

X SMH RIM=398.78'

DD-1 TG=388.00 2'X2' CB

OHD

EXISTING SANITARY SEWER & MH

BA

410

400

398

X

PROPOSED SILT FENCE (TYP.)

OHD

S

LP HHE

X

SF

399.75

HYDWV

X

399

X

OH D

OHD

PROPOSED HYDRANT & VALVE

DA-5 TG=398.80 YARD INLET

RIM=399.80 OHD 2'X2' CB

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

41

41

0

409.3 OHD

SF

X

SF

DA-6 OHD

CB TG=423.24'

X

DA-4 RIM=409.50 2'X2' CB 399.60

DA-7 RIM=397.00 2'X2' CB

PROPOSED CHECK DAM, RIP RAP

TOP OF WALL= 420.50 BOTTOM OF WALL=413.20

X

SF

SF

12" END SECTION INV=389.0

SF

MARITIME DR.

SF

SMH RIM=397.78'

SF

SF

SF

20243903.0002 FIRE MARSHAL

DRAWING NO.:

C-105 HIGHWAY SUPERINTENDENT

DATE:

AUGUST 2024

HORIZONTAL SCALE 30

0

15

30

60

HYD WV WV HH WATER METER

WATERVIEW PHASE III PLANT SCHEDULE QTY

KEY

PG 2

JV 3

HQ 8

JV 7

X

X

X

X

X

X

X

1 FC 1F

C

1 FC

1F C 1F C

1F C

OHD

OHD

Sentinel Eastern Red Cedar

PG

2

Picea glauca

White Spruce

5-6'

B&B

10-15'

8-10'

PP

3

Picea pungens "Fat Albert"

Colorado Blue Spruce

5-6'

B&B

7-10'

10-15'

PS

3

Pinus strobus

Eastern White Pine

7-8'

B&B

20-30'

40-70'

5

The Rising Sun Redbud (Tree Form)

CV

4

Chioanthus virginicus

White Fringetree

6

Magnolia stellata "Royal Star"

Royal Star Magnolia

8

B&B

4-6'

15-20'

B&B

15-20'

20-25'

Multi-Stemmed

Yes

6-7'

B&B

As Shown

Fall Planting Hazard

8-12'

Yes

2-2 1/2"

B&B

As Shown

Multi-Stemmed

18-20'

Yes

7-8'

B&B

10-15'

No

As Shown

SITE

WILLOW

2-3'

#3 Cont.

3-5'

3-4'

Clethra alnifolia "Sixteen Candles"

Sixteen Candles Summersweet Lilla Dwarf Smoke Bush

2-3'

#3 Cont.

4'

2-3'

#5 Cont.

3-4'

CCL

6

HQ

6

Hyrangea quercifolia "Ruby Slippers"

Ruby Slippers Oakleaf Hydrangea

10

Ilex glabra "Shamrock"

Shamrock Inkberry

2-3'

#5 Cont.

5'

18

Physocarpus opulifolius "Little Joker"

Little Joker warf Ninebark

2-3'

#3 Cont.

Rhus aromatica "Gro-Low"

Gro-Low Fragrant Sumac

18-24"

Rosa "Knock-out"

Knockout Rose

18-24"

RA

11

RK

14

PO

INT

Y WA

GE DRID WIN DR.

TOWN OF WEBSTER

Cotinus coggygria "Lilla"

X

LOCATION SKETCH

Yes 4'

No

4-5'

No

4-5'

Yes

3-4'

3-4'

Yes

#3 Cont.

6-10'

2'-4'

Yes

#3 Cont.

3-4'

3-4'

No

(1) male to (4) female

N.T.S. STAMP:

1. Existing Trees & Buffer Material to Remain & be Protected During Construction

X

2. All Plants shall be as specified or approved equal

X

X

42.75"

LUMINAIRE SCHEDULE

25

"

LIGHTING POLE W/ ISO FOOT CANDLE LINES-

X

X

DARK SKY POST TOP FIXTURE

CLIENT:

X

X

1.0 FOOTCANDLES

LP HHE

X

X

RK 3

X

CA 2

OHD

OHD

1F

OHD

CCL 1

C

1 FC

PROPOSED BUILDING MOUNTED LIGHTS (TYP.)

G

X

OHD

OHD

FC

AG 2

X

X

0.5

0.5 FC

MS 1

1 FC

CA 2

PO 3

CC 1

E

W

RA 5

X CV 1

OHD

OHD

OHD

OHD

OHD

X

CCL 1

PROPOSED POST TOP LANTERN (TYP)

SNOW STORAGE G

G

G

G CTV

E

W

HHE

1F C

1F

C

X

E SFORMER TRAN

X

T

E

G

X

N.T.S.

LP

14' BLACK TAPERED FIBERGLASS POLE

PROVIDE LITHONIA 183 WATT LED TYPE IV SHORT DISTRIBUTION ON 20' POLE CATALOG # DSX1 LED P7 T3 T4M MVOLT PROVIDE 4 FT. DEEP CONCRETE FLUSH POLE BASES AS PER MANUFACTURER RECOMMENDATION FOR 90 MPH WIND LOAD.

2.

FOUNDATIONS SHALL EXTEND BELOW FROST DEPTH PER LOCAL CODES.

3.

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

HHE

1"x36" ANCHOR BOLTS W/DOUBLE NUT & WASHER BOLT SIZE: 11" BOLT CIRCLE

EM

X

G

X AR 3

X

W

X

D

FINISH GROUND

X 2'-0" HIGH RIGID FIBER FORM (SONOTUBE) FORM FILLED WITH CONCRETE.

HHE

HHE

DIRECT BURY BASE PER MANUFACTURER'S RECOMMENDATION

48"

AY

TW N I PO W ILLO LP

ME

MB

RITI

HHE

MA

LP

WV HYD

W

HHE

4'-0" MIN.

MATCH EXISTING STREET TREE THIS LOCATION

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

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. ©

36" IN PAVEMENT AREAS

X

X

Passero Associates

GROUTED GAP

X

X

G

E

LIGHT FIXTURE DETAIL

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

PROVIDE HOUSE SHIELD

TRANS CTV

TEL

E

X

ED POS PRO T POLE LIGH (TYP)

0.5 FOOTCANDLES

X

X

AG 1

3/4" HEAVY WALL CONDUIT EXTEND TO BUILDING ELECT. SERVICE. 2'-0"

X

PO 3

OR BELOW LOCAL FROST LEVEL

X

WV HYD

MS 1

8-10'

Cercis canadensis "The Rising Sun" - (TF)

Notes:

CV 2

PROPOSED 45 UNIT APARTMENT BUILDING 18,800 S.F.

Robin Hill Serviceberry

4

PO

PO 3

5-6'

MC EWEN DR.

Amelanchier x grandiflora " Robin Hill Pink"

CC

IG

X

X C

Juniperus virginiana "Emerald Sentinel"

SHRUBS

CA 2

TREE LINE

Yes

30-50'

14

MS

0

X 1F

Fall Planting Hazard

FLOWERING AND ORNAMENTAL TREES

X .5 FC X

1 FC

X

AG 2

PO 3 CC 1

C

As Shown

CA

CA 2 RK 3

IG 5

F 0.5

B&B

MARITIME DRIVE

C

X

1F

2 1/2-3"

20-0"

X FC

Black Gum

X

0.5

Nyssa sylvatica "Wildfire"

X

X

Shari Kleis

4

X

X

HQ 1

MS 1

CCL 2

X

8/12/2024 12:56 PM

NS

AG

RK 2

HQ 1

4-#4 BARS W/ #3 TIES @ 12" -LOCATE ALTERNATE LOCATIONS FROM A.B.

21" DIA.

VE

DRI

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

Match tree species/variety along Willow Point Way

D OA

OHD

HQ 1

RK 3

As Shown

Yes

YR

OHD

Fall Planting Hazard 35-40'

BA

X

OHD

PS 3

CV 1

CCL 2

As Shown

B&B

LP HHE

RA 3

RA 3

RK 3

B&B

2 1/2-3"

W X

SNOW STORAGE

45 D E POS O R T P UNI ENT TM MS R A 1 AP LDING HQ BUI 0 S.F. 1 0 18,8

2 1/2-3"

Match Existing Tree

HYDWV

X

W

IG 5

MS 1 HQ 1

Red Sunset Maple

Match Existing Tree

X

HQ CC 1 1

W

W

OHD

PO 3

Acer rubrum "Franksred" 1

JV

X

OHD

MS 1

NATIVE

EVERGREEN TREES

PP 3

PROPOSED BUILDING MOUNTED LIGHTS (TYP.)

MATURE HEIGHT

REMARKS

MET

X

X NS 1

PO 3 CC 1

SPACING / SPREAD

X

X OHD

O HD

3

AR

JV 2

OHD

ROOT

EXISTING TREE LINE

X

NS 3

SIZE

MARITIME DR.

JV 2

COMMON NAME DECIDUOUS TREES

MC EWEN DRIVE PROPOSED TREE LINE

BOTANICAL NAME

LANDSCAPING & LIGHTING PLAN WATERVIEW PHASE III WEBSTER, NY

12"

COLONIAL RESIDENTIAL POST TOP LANTERN N.T.S.

TOWN/CITY: WEBSTER COUNTY: MONROE

APPROVED BY APPROVED BY

PLANNING BOARD CHAIRMAN

COMMISSIONER OF PUBLIC WORKS

DATE

20243903.0002

DATE

DRAWING NO.:

C-106

LIGHT POLE & BASE DETAIL N.T.S.

PROJECT NO.:

DATE:

AUGUST 2024

50%-60% OF BASE DIAMETER

0.90"-1.41"

ISOMETRIC

DOME SECTION

COMPACTED EXISTING SUBGRADE (TOPSOIL REMOVED)

1.625"-2.41" C TO C

EDGE OF RAMP 1"

3"

2. TRUNCATED DOMES ARE TO BE ALIGNED IN SQUARE GRID PATTERN IN PREDOMINANT DIRECTION OF TRAVEL.

2"-4"

6"

10"

6"MIN.

1" 3"

0.625"

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"

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.

CONCRETE

TOPSOIL MIXTURE

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

REMOVE 13 OF BURLAP OR COVERING PRIOR TO BACKFILLING

ROOT COLLAR TO BE SLIGHTLY ABOVE SURROUNDING GRADE

UNDISTURBED EARTH

GRASS

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

EDGE TRENCH

FLAGGING

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

FINISHED GRADE

60°

30° ROOT BALL

60°

PLANTING BED

ROOT BALL

ROOT BALL

AS PER ANLA STD. GOOD SOIL TYPICAL PLANTING

AS PER ANLA STD. POORLY DRAINED CLAYEY SOILS

SHRUB PLANTING DETAIL

3" (TYP.)

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

N.T.S.

2"x4"x48" WOOD STAKES-NOTCHED

OPTION FOR AREAS WITH GOOD DRAINAGE

9"

WEED BARRIER

PLANTING BED EDGE TRENCH

UNDISTURBED SOIL

N.T.S.

TREE PLANTING DETAIL

BA

PROPOSED 2.5' WIDE CONCRETE GUTTER

STONE STRONG 24 S.F. RETAINING WALL TOP UNIT

6" REVEAL CONCRETE CURBING

3' TRANSITION TO GRADE

N.T.S.

6'

MC EWEN DR.

10.00'

E/P

CONCRETE GUTTER DETAIL

NEW ASPHALT PAVEMENT

SITE

STONE STRONG 24 S.F. RETAINING WALL UNIT

E/P

D OA

N.T.S.

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.

WILLOW

PO

INT

Y WA

GE DRID WIN DR.

UNIT FILL

N.T.S.

TOWN OF WEBSTER

5' TYPICAL REFER TO SITE PLAN

CENTERLINE ROAD

ACCESS RAMP ISOMETRIC 1

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

MODIFIED INTERNATIONAL SYMBOL OF ACCESS

TOP OF CURB

3' TRANSITION TO GRADE

12

PROPOSED 2.5' WIDE CONCRETE GUTTER

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

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

N.T.S.

PLAN VIEW

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

REMOVE, REPLACE AND RESTORE UNSTABLE SUBGRADE AS ORDERED BY ENGINEER

LOCATION SKETCH

AUTOMATIC SET BACK (4" PER UNIT)

5' HEADER CURB

PAVED AREA

PAVED AREA

STAMP:

6' R

DRAIN TILE

6" CURB/WALL - OPTIONAL AT BACK EDGE OF RAMP

SIDEWALK 0" CURB REVEAL

6" REVEAL CONCRETE CURBING

TOP OF PAVEMENT

VIEW A-A

SAW CUT EXISTING WALK TO REMAIN

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

9" MIN.

6" STEP @ EDGE OF SIDEWALK

YR

DETECTABLE WARNING SURFACE DETAIL

UNDISTURBED EARTH

SECTION

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

ONLY 1" OF MULCH WILL BE PERMITTED AROUND TRUNK

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

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

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

WEED BARRIER

12.00'

1'-8"

0.625"

10"

1. QUANTITY OF TRUNCATED DOMES SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY, TO DEPICT REQUIRED SQUARE GRID PATTERN.

3" MULCH

FINISHED GRADE

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

NOTES:

2'-6" CORNER TO BE EDGED.

GARDEN HOSE

1.625"-2.41" C TO C

N.T.S.

4"

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

ASPHALT PAVEMENT SECTION

SET TRUNK PLUMB LEAN SLIGHTLY INTO PREVAILING WIND

AS PER ANLA STD.

2'0" SIDEWALK

6"

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)

3D VIEW

12 7" CLASS K CONCRETE 6" SUBBASE COURSE TYPE 1

1

SIDE VIEW

WALL BASE (SEE DETAIL)

B

GUTTER CONNECTION TO CURBING

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

N.T.S.

N.T.S.

A SAW CUT SIDEWALK AT JOINT NEAREST CONSTRUCTION LIMITS

CLIENT:

LANDING PAD 4' MINIMUM

B

SECTION B-B 1. 1:12 IS MAXIMUM SLOPE OF ACCESS RAMP AND SIDE FLARE IN PAVED AREA.

A

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.

ACCESS RAMP TYPE C ISOMETRIC

3. ENTIRE AREA OF ACCESS RAMP AND LANDING PAD IS TO BE 7 INCH THICK CONCRETE.

SIDEWALK RAMP DETAIL

12

TRANSITION CURB

1" 1'-8"

BIT. PAVEMENT SEE PAVEMENT SECTION

TOP OF PAVEMENT

TRANSITION CURB

NYP1-2

PREFORMED PLASTIC BOLLARD COVER 3" WIDE REFLECTIVE TAPE (YELLOW)

SIDEWALK ACCESS RAMP 6" STAINLESS STEEL FILLED WITH CONCRETE FULL LENGTH OF PIPE

MOUNTABLE CONCRETE CURB DETAIL N.T.S.

EXIST. SLOPE

EDGE OF PAVEMENT

C ROAD

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"

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

2'-0"

CONCRETE OR GRANITE CURB PER DETAIL

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

CONC. CURB/ GRANITE CURB

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

BIT. PAVEMENT SEE PAVEMENT SECTION

6"

6" PERFORATED CORRUGATED POLYETHYLENE UNDERDRAIN PIPE AND FILTER MATERIAL

PAVEMENT SECTION

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

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

TRANSITION CURB TO GRADE N.T.S.

BITUMINOUS ASPHALT PAVEMENT OR EARTH AS ENCOUNTERED. RESTORE TO EXISTING CONDITION

3"

18" - 36" ( SEE NOTES )

TRANSITION CURB DETAIL N.T.S.

2' MIN. TO CURB

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

DETAILS R7-8

3 1/2" I.D. PIPE SLEEVE CONCRETE BASE

VAN ACCESSIBLE

WATERVIEW PHASE III WEBSTER, NY

R7-8P 12" DIA.

PLACED CONCRETE MEETING THE REQUIREMENTS OF P-610 (TYP.)

42"

6"

16"

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. ©

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

2.75'

NYP1-2

HEIGHT = 4'-0"

SEE BOLLARD NOTE 2

R=1 1/2"

9" CRUSHED STONE MEETING NYSDOT ITEM 304.12 PAVEMENT

SHOP PRIMED, 2 COATS GLOSS ENAMEL OSHA SAFETY WHITE

6"

15"

PAVEMENT KEY DETAIL

1/8" PITCH TOWARD ROADWAY

6"

REFER TO ENTRANCE PROFILE (RIGHT) FOR SLOPE

DESCRIPTION

SIGN PANEL

N.T.S.

N.T.S.

NO. DATE BY

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.

6" MIN.

FOUND. COURSE ITEM 609.04 07

TYPICAL PARKING PAVEMENT MARKING LAYOUT

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

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

6"

(TYP.)

CURB LINE

PROJECT MANAGER PROJECT ENGINEER DESIGNER

NOTES:

f'c= 4000 psi

9' - 0"

45°

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

VIEW A-A

SEE BLOWUP FOR STRIPING DIMENSIONS

20' - 0" (TYP.)

5' HEADER CURB

TOPSOIL

6"

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

1

9"

N.T.S.

4" WIDE PAINTED WHITE STRIPE

TOP OF CURB

12 1

N.T.S.

2"

4" WIDE WHITE PAINTED STRIPE

Passero Associates

CURB/WALL - OPTIONAL AT BACK EDGE OF RAMP

3'-0"

CONSTRUCTION JOINT

CONCRETE SIDEWALK

20" SPACE (TYP.)

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

SIDEWALK

5'-6" MIN.

Shari Kleis

ACCESS RAMP

NOTES:

8/12/2024 12:56 PM Y:\PROJECTS-NEW\2024\20243903\20243903.0002\01_CAD-BIM-MODELS\CIVIL\20243903.0002 DETAILS.DWG

CONTRACTION JOINT

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

FACE OF CURB

EXPANSION JOINT

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

3" COVER

TYPICAL POST MOUNT HANDICAP SIGN INSTALLATION

TOWN/CITY: WEBSTER COUNTY: MONROE

(SIGN IN LANDSCAPE AREA OR SIDEWALK)

20243903.0002

N.T.S.

30" DIA

DRAWING NO.:

C-201

18"

CONCRETE CURB DETAIL N.T.S.

PROJECT NO.:

BOLLARD N.T.S.

DATE:

AUGUST 2024

2"X4" WOOD FRAME

O FL

B

2

24" MAX @ CENTER

BURIED FABRIC

DROP INLET WITH GATE FRAME

PLAN VIEW

20"MIN.

FLOW UNDISTURBED GROUND

SECTION A-A NOT TO SCALE

1

1 1

18"

FILTER FABRIC

1

6"

CONSTRUCTION SPECIFICATIONS

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.

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

STANDARD STORM MANHOLE DETAIL

N.T.S.

N.T.S.

N.T.S.

W

3" 2.

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

3. 4.

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

5.

TEMPORARY SWALE DETAIL

6.

A A

O.D.

CATCH BASIN SEDIMENT TRAP

24"x24" GRATE (SEE PLAN)

N.T.S.

24" X 24" CATCHBASIN

PROPOSED HDPE PIPE SEE PLAN FOR ELEV

PROPOSED HDPE PIPE (SEE PLAN)

SEE PLAN

6" UNDERDRAIN

8/12/2024 12:56 PM Y:\PROJECTS-NEW\2024\20243903\20243903.0002\01_CAD-BIM-MODELS\CIVIL\20243903.0002 DETAILS.DWG

INVERT SEE PLAN FOR ELEV

5'

Shari Kleis

SAND MEDIA

6"

STONE BEDDING

FIRST CLASS CLASS "B"

UP TO 18"

1.0'

21" TO 36"

1.5'

6" 9"

OVER 36"

1.5'

12"

CATCH BASIN TO BE CONSTRUCTED OF PRECAST CONCRETE. COAT INSIDE & OUTSIDE WITH (2) COATS OF APPROVED BITUMASTIC COAL TAR SEALER.

B

UNDISTURBED EARTH

PIPE DIA. DIM. A DIM. B

24" X 24"

1/2O.D.

B ROCK

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

SPECIAL BEDDING IN UNSTABLE MATERIAL

CONCRETE INVERT 3000 PSI MIN.

CLIENT:

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.

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

5" SUB-BASE FOR CATCH BASIN SHALL BE 6" OF THOROUGHLY COMPACTED #1 & #2 CRUSHED STONE (NYSDOT GRADATION TABLE 703-4) MIXED EQUALLY.

6"

3000 PSI CONCRETE BASE

Passero Associates

CATCH BASIN IN PRIVATE ROADS N.T.S.

STORM SEWER/SANITARY SEWER BEDDING DETAILS

14' INSIDE DIM.

6" STEEL BOLLARD

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

PLAN VIEW A

2.25' (TYP.)

FILL SUMP WITH 3500 PSI CONCRETE

SAND FILTER CONTROL STRUCTURE

2'

4'

10' INSIDE DIM.

3" x 3" TOP, MIDDLE & BOTTOM RAILS

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. ©

10 CY DUMPSTER

DETAILS

SECTION "A-A"

N.T.S.

RIP-RAP DETAIL

20.5' CONCRETE PAD LENGTH

N.T.S. 1:3 M

AX.

CONTROL STRUCTURE SEE DETAIL ABOVE

INV SEE PLAN

6'

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

12" PONDING

INFLOW FROM SI TE

DESCRIPTION

0.5' (TYP.)

SEE PLAN

SECTION VIEW

STORM LEAD

6"

N.T.S.

FRONT VIEW

STAMP:

BACKFILL WITH CRUSHER RUN STONE (NYSDOT SPEC. 304-2.02, TYPE 2) IN 12" LIFTS ON PAVEMENT & GUTTER SIDES. BACKFILL SHALL BE SELECT MATERIAL (NYSDOT SPEC. 203-2.02) IF OUTSIDE PAVEMENT.

CRUSHED STONE

COMPACTED SELECT FILL

COMPACTED SELECT FILL STONE BEDDING

A

2"

A

12"MIN.

24" X 24" CATCH BASIN 6" UNDERDRAIN

O.D.

12"

PAVEMENT

A

N.T.S.

24"x24" GRATE SEE PLAN FOR ELEV

CONCRETE ENCASEMENT

N.T.S.

12" PAVEMENT

CONCRETE APRON CAST-IN-PLACE 4000 PSI MIN.

UNDISTURBED EARTH

LIMIT OF TRENCH EXCAVATION

CROSS SECTION

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.

ROCK

LOCATION SKETCH

SET FRAME IN MORTAR

6"

1:1 OR FLATTER

Y WA

TOWN OF WEBSTER

GALVANIZED RECTANGULAR FRAME & GRATE (NYSDOT SIZE NO. 9) SET 1/2" BELOW NORMAL GUTTER INVERT

B

INT

6"

1' MIN.

CONCRETE 3000 PSI

PO

GE DRID WIN DR.

UNDERDRAIN FROM ROAD BOX

B

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

CONSTRUCTION SPECIFICATIONS 1.

A

COMPACTED SELECT FILL

AS REQUIRED

1:1 OR FLATTER

O.D.

12"MIN.

YARD DRAIN

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: 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

A

OW

CONSTRUCTION SPECIFICATIONS

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

A

FL

SWALE B 1' 6'

PLAN VIEW

8.

WILLOW

1/2 O.D.

C D

SWALE A 1' 4'

OUTLET AS REQUIRED SEE ITEM 8 BELOW.

TYPE OF TREATMENT 1 2 3 4

SITE

2"

SLOPE 2:1 OR FLATTER

D MIN. LEVEL

O.D.

MC EWEN DR.

9 1/2"

A W FLO

6. 7.

MINIMUM 6" CRUSHED STONE FOR LEVELING PRECAST CONCRETE BASE

UNDISTURBED EARTH OR ROCK

STABILIZED CONSTRUCTION ACCESS

EXISTING GROUND

CROSS SECTION

5.

SPRING LINE OF PIPE

LIMIT OF TRENCH EXCAVATION

C MIN.

4.

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

FILTER FABRIC DROP INLET PROTECTION

STORAGE AREA

1. 2. 3.

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

D OA

N.T.S.

FL

PRECAST CONCRETE BASE

YR

SILT FENCE DETAIL

MAXIMUM DRAINAGE AREA 1 ACRE

7" MANHOLE JOINTS SHALL CONFORM TO ASTM C443 OR C990

BA

STONE CHECK DAM

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

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

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.

GATHER EXCESS AT CORNERS

4" SECTION VIEW

CONSTRUCTION SPECIFICATIONS

24" MAX. 8"

PRECAST SPACERS MAXIMUM THREE COURSES

CONSTRUCTION SPECIFICATIONS

16"MIN.

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

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

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

1' MIN.

COMPACTED SOIL

SECTION B-B NOT TO SCALE

SLOPE 2:1 OR FLATTER

12'MIN.

12'MIN.

6"

B

1

EXISTING GROUND

PERSPECTIVE VIEW

2

1

CUTOFF TRENCH DESIGN BOTTOM

50'MIN.

8" MIN.

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

MOUNTABLE BERM (OPTIONAL)

PROFILE

MIN. OR 1/4 O.D.

FILTER FABRIC

W

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

1.5' MIN.

FILTER CLOTH

HEIGHT OF FILTER = 16" MIN.

A PROFILE NOT TO SCALE

9"MIN.

EXISTING GROUND

3' MIN.

5:1

MARITIME DR.

H

E

6"MIN.

EXISTING PAVEMENT

EXISTING PAVEMENT

CREST 24" MAX @ CENTER

FL O W

SLOP

TOE

FABRIC

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

A

SAME ELEVATION

CUTOFF TRENCH 18" WIDE 6" DEEP

3'

10' MIN.

X

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

4 max

5"x5" POSTS

1:3 max

WATERVIEW PHASE III WEBSTER, NY

1

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

8' HIGH WHITE VINYL DUMPSTER ENCLOSURE SEE PLAN 6" UNDERDRAIN TO CONNECT TO OVERFLOW C.B. GEOTEXTILE FABRIC. MIRAFI 140N OR APPROVED EQUAL.

1/4" / FT TO FRONT

SECTION VIEW

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

6" LIFT CRUSHER RUN STONE (NYSDOT TYPE 2)

SAND FILTER (SOIL MEDIA SECTION)

6" 3,500 PSI CONCRETE SLAB WITH STEEL FIBER REINFORCING

COMPACTED SUBSOIL

42"

TOWN/CITY: WEBSTER NOTE: ALL POSTS 5" x 5" VINYL RAILS 3" x 3" VINYL VINYL COLOR SHALL BE WHITE

PROJECT NO.:

20243903.0002 FENCE ELEVATION

ENCLOSURE PLAN

1. EACH LIFT TO BE COMPACTED WITH VIBRATORY ROLLER.

CONCRETE PAD

DUMPSTER ENCLOSURE DETAIL

N.T.S.

N.T.S.

6' HIGH CHAIN LINK SWING GATES W/ WHITE VINYL SLATS

DRAWING NO.:

C-202 DATE:

AUGUST 2024

WATERTIGHT PICK HOLE

POST

FINISHED GRADE SLOPE

BRICK OR PRECAST SPACERS (MAX. 3 COURSES)

SLOT

6"

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

24"

SUPER "O" RING JOINT AND GASKET

GEOTEXTILE (AROUND STONE OR SLEEVE AROUND PIPE)

RAIL

10'-0"

2'-0"

LAWN AREA UNDERDRAIN

10' x 3.5" x 1.5" RAILS WITH TAPERED TIPS TO MEET SLOTS

3.5"

N.T.S.

RA

6"

IL

4.5" SLOTS

ALIGN WITH DOWNSTREAM INVERT

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)

8" PERFORATED UNDERDRAIN

FILTER STONE TYPE 1

10"

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

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

8"

8"

4.5"

24" MAX.

SLOPE

REINFORCED PRECAST CONCRETE FLAT COVER SLAB WITH 24" DIA. ECCENTRIC MASONRY OPENING TO BE DESIGNED AND CONSTRUCTED FOR H-20 LOADING

END POST

4"

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

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

10" 4"

4" 3'-10"

REINFORCED PRECAST CONCRETE RISER SECTIONS (ASTM C-478)

DIAMETER VARIES

GEOTEXTILE (AROUND STONE OR SLEEVE AROUND PIPE)

POST (TYPICAL)

4" 1'-0"

MORTAR ALL EXTERIOR JOINTS

WATERSTOP-RX OR APPROVED EQUIVALENT

4" PERFORATED UNDERDRAIN

FILTER STONE TYPE 1 EXISTING GRADE

PAVEMENT AREA UNDERDRAIN

PRECAST OR CAST IN PLACE MANHOLE BASE (ASTM C-478)

EXISTING SOIL

1/2" PE SLOPE R FT.

5000 PSI CONCRETE BENCH MANITOU MIX ID 1696

N.T.S.

1'-6"

8" MIN. DIA. PIPE

NO NARROWER THAN PIPE DIAMETER

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

CONCRETE FOOTING 1'-3" BRICK, CLAY PIPE OR HALF PIPE SEWER INVERT (ASTM C-32)

SEAL AROUND DOGHOUSE OPENING 6"

BA

STANDARD SPLIT-RAIL FENCE

MC EWEN DR.

MARITIME DR.

SITE

WILLOW

GRADE

N.T.S.

D

SANITARY SEWER MANHOLE N.T.S.

WATER MAIN

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

B

BEND

INT

Y WA

HORIZONTAL THRUST BLOCK

TOWN OF WEBSTER

TAPPING SLEEVE & TAPPING VALVE w/MJ RESTRAINT

LOCATION SKETCH N.T.S. STAMP:

PIPE ZONE

IN ROCK, BACKFILL PIPE ZONE WITH SAND

PO

GE DRID WIN DR.

5' MIN IN LAWN 6' MIN IN PAVEMENT

GRADE

UNDISTURBED EARTH

D OA

12" MIN. #1 AND #2 CRUSHED STONE (NYSDOT GRADATION TABLE 703-4) LEVELING BASE THOROUGHLY COMPACTED

12"

YR

6"

6"

C

6"

E

WATER MAIN

CL 6" MIN IN ROCK 12" MIN IN SOIL TRENCH LIMITS NOTE: MJ = MECHANICAL JOINT RJ = RESTRAINED JOINT

NOMINAL PIPE DIA + 24" 2 - 3/4" STEEL REINFORCING RODS

WATERMAIN TRENCH

CONCRETE THRUST BLOCK

CONCRETE THRUST BLOCK

GRADE

12" MIN

UNDISTURBED SOIL

PLAN

TEE OR PLUG

A

B

C

D

E

0.35 C.Y 0.70 C.Y.

1.0 1.5

2.5 2.5

1.0 1.5

2.0 2.0

0.5 1.0

8" x 45°

1.40 C.Y.

1.5

2.5

1.5

2.5

1.5

H

1" COPPER (MIN)

Passero Associates

CORPORATION STOP CONCRETE THRUST BLOCK

WATER MAIN

VERTICAL THRUST BLOCK N.T.S.

8/12/2024 12:56 PM

UNDISTURBED SOIL

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

CONCRETE THRUST BLOCK

PLAN

N.T.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. ©

A

VALVE BOX

BASE

CONCRETE THRUST BLOCK BEND

UNDISTURBED SOIL

VALVE

CONCRETE THRUST BLOCK

W PLAN

WATERVIEW PHASE III WEBSTER, NY

UNDISTURBED SOIL ELEVATION

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

6"x18" (MIN) ANCHOR PIPE

N.T.S.

DETAILS

TYPE 1 CRUSHED STONE FOR WIDTH OF TRENCH AROUND VALVE BOX

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

PERPENDICULAR HYDRANT ASSEMBLY

DESCRIPTION

C L

GRADE

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"

NO. DATE BY

ELEVATION

BEND

12"MIN

#1 WASHED STONE FOR WIDTH OF HYDRANT TRENCH

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

WATER MAIN

GRADE

WATER MAIN

PROJECT MANAGER PROJECT ENGINEER DESIGNER

HORIZONTAL THRUST BLOCK FOR TEES AND PLUGS

N.T.S.

EXTENSION

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

UNDISTURBED SOIL

DISINFECTION/BLOW-OFF/SAMPLING TAP

VALVE BOX

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

W

5'-0" MIN

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

TEE OR PLUG

GRADE

WATER MAIN

MINIMUM ALLOWABLE DIMENSIONS FOR VERTICAL THRUST BLOCKS (IN FEET)

DIMENSIONS

MJ ANCHOR TEE, 6" OUTLET

MARK IV ENTERPRISES 301 EXCHANGE BOULEVARD ROCHESTER, NY 14608

A

WATER MAIN

MINIMUM VOLUME OF CONCRETE

8" x 11-1/4° 8" x 22-1/2°

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

CLIENT:

H

Shari Kleis

BEND *

C L

12" MIN

1" CURB STOP UNDISTURBED SOIL

TAPPING SLEEVE AND VALVE

N.T.S.

2 - 3/4" STEEL REINFORCING RODS

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 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

TOWN/CITY: WEBSTER COUNTY: MONROE

PROJECT NO.:

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

WATER VALVE N.T.S.

20243903.0002

HORIZONTAL THRUST BLOCK FOR BENDS

DRAWING NO.:

C-203 DATE:

AUGUST 2024