537 Vosburg Site Plan 71726

PP R.O.W.

EXIST. LIGHT POLE

LP

EXISTING CENTER LINE ROAD

E

EXISTING BUILDING

EXIST. GAS MAIN

W

EXIST. WATER MAIN

E

EXIST. ELECTRIC LINE

E

PROPOSED UNDERGROUND ELECTRIC

HORIZONTAL SCALE 20

SF

SILT SOCK

EXISTING USE:

VACANT LAND

PROPOSED USE:

SINGLE FAMILY HOUSE

492.7

X 492.7

1. EACH LIFT TO BE COMPACTED WITH VIBRATORY ROLLER.

ASPHALT DRIVEWAY SECTION N.T.S.

PROPOSED SPOT ELEVATION

491.5

EXISTING SPOT ELEVATION SILT FENCE

SF

EXISTING STORM SEWER & MH

G

G G

HYD

EXISTING WATER SERVICE & VALVE

VOSBURG

W

ROAD

REQUIRED

PROPOSED

MIN LOT WIDTH

100'

125'

MIN LOT AREA

28,000

24,341 SF *

FRONT SETBACK

50'

41' **

SIDE SETBACK

15'

REAR SETBACK

55'

77'

MAX BUILDING HEIGHT

30'

<30'

MAX LOT COVERAGE

20%

18%

W

( REPUTED 49.5' WIDE ) S

S

EXISTING SANITARY SEWER AND MANHOLE

SS

P OH

→

MH

353

SS S

THERE ARE NO WETLANDS ON THE PROPERTY PER WETLAND MAPPING.

THE SUBJECT PROPERTY IS NOT LOCATED WITHIN A FLOODPLAIN PER FEMA MAP 36055C0207H DATED 7/31/2024.

G

ELECTRIC & GAS WILL BE SUPPLIED BY BY RG&E.

SANITARY SEWER SERVICE WILL BE PROVIDED BY THE TOWN OF WEBSTER.

STORM SEWER AND DRAINAGE FACILITIES WILL OWNED AND MAINTAINED BY THE OWNER.

W 132 .16'

OH P →

24,341.1 Sq.Ft. 0.559 Acres to R.O.W.

W SS

A B

SBL #63.07-02-035 N/F CHARLES KORYTKO 541 VOSBURG ROAD L. 10300 D., P. 316

77.4'

G

GARAGE PAD ELEV= 357.0

Lateral connection must be cored. Pneumatic devices or hammering knock-out methods are not acceptable for creating opening for new lateral pipe.

Tee connection

Inserta Tee by Inserta Fittings Co., or approved equal.

Lateral connections must be witnessed by a representative of the District. 7. Notify Pure Waters a minimum of 48 hours in advance of construction for inspection of the lateral connection. Telephone (585) 760-7600, Option 5.

MONROE COUNTY PURE WATERS

CORED TEE CONNECTION TO EXISTING SEWER N.T.S.

°0

218.70'

6 35

ROCK

LOCATION SKETCH STAMP:

O.D.

A

A 12" 12"MIN.

COMPACTED SELECT FILL

COMPACTED SELECT FILL STONE BEDDING

STONE BEDDING

1/2O.D. B

B

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

UNDISTURBED EARTH

ROCK FIRST CLASS CLASS "B"

PIPE DIA. DIM. A DIM. B UP TO 18"

1.0'

21" TO 36"

1.5'

OVER 36"

1.5'

12"

SPECIAL BEDDING IN UNSTABLE MATERIAL 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. 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.

STORM SEWER/SANITARY SEWER BEDDING 354

N.T.S.

SS

355

356

OH P

SBL #63.07-02-033 N/F DALE RENFER 498 ADAMS ROAD L. 8745 D., P. 390

1.5" x 1.5" WOODEN STAKES PLACED 10' O.C.

WORK AREA 12" MIN

CLIENT:

537 VOSBURG RD WEBSTER, NY 14580

DAVID COX PE

PROJECT ENGINEER

NO. DATE BY . . 1 2 3 4 5 6 7 8 9 10 11 12 13

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. ©

1.5" x 1.5" WOODEN STAKES PLACED 10' O.C. COMPOST SOCK (8" OR 12" TYPICAL) AT END OF SWALES WITH CONCENTRATED AREA TO BE FLOW. PROVIDE PROTECTED TRIPLE STACK CONSIGURATION AS SHOWN

SITE PLAN DS

AREA TO BE PROTECTED

SS

N.T.S.

UNDISTURBED EARTH

CONCRETE ENCASEMENT

A A

Expose face of pipe from crown to invert for 12" along the length of the main. Core hole a minimum of 6" away from existing pipe hubs.

Take necessary precautions to prevent damage to the existing sewer, and to prevent debris from entering the sewer.

B

LIMIT OF TRENCH EXCAVATION

Size of cored opening shall be limited to one-half the nominal diameter of the mainline sewer.

15' SIDE SETBACK

VOSBURG RD

CONCRETE 3000 PSI

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

Thoroughly clean surface of existing 5. pipe of foreign matter and loose particles prior to placement of Tee connection.

SF

G

COVERED PORCH

PROPOSED 24' WIDE DRIVEWAY

O.D.

3" MIN. OR 1/4 O.D.

353

AREA:

15.4'

'00

A

ST ANNS CT

SITE

353 50' F SETB RONT AC K

STORY HOUSE FF=358.3 CANT PARCEL VA

CONTRACTOR SHALL COORDINATE GAS AND ELECTRIC WITH UTILITY COMPANY

8 °1

A

1/2 O.D.

G SS

SBL #63.07-02-034 WEDGE HOLDINGS LLC TH N/F SOU BURG ROAD 537 VOS 1 PROPOSED L. 12803 D., P. 225

55' REAR SETBACK

OH P

SS

D ROA

) IDE

INV=353.0

125.85'

.5' W

SF

( 49

50' FRONT SETBACK

6.0'

ADA MS

PROPOSED SILT SOCK

SF

David Cox

47.5'

7/17/2026 4:45 PM

46.7' COVERED ENTRY

6 35 E

G

355

C:\USERS\DCOX.BTMJQN3\ONEDRIVE\DESKTOP\FILES\DEVELOPMENT\PROJECTS\WEBSTER\537 VOSBURG\01_CAD-BIM-MODELS\537 VOSBURG SITE PLAN.DWG

41.0'

" SF

W

E

O.D.

'22 26 1° 11 50.0 SF '

CO PROPOSED WATER SERVICE (1" COPPER FROM PUBLIC MAIN TO CURB STOP & 1" PE FROM CURB STOP TO HOUSE) WITH CURB STOP ON ROW (TYP)

G

D

COMPACTED SELECT FILL

SF

W

O O

12"MIN.

172.00'

PROPOSED 4" PVC 355 SDR-21 SANITARY SEWER PIPE AT 2.00% MIN

PROPOSED CURB STOP. SEE DETAIL 1" TAP AND COPPER WATER SERVICE TO THE ROW BY MCWA FOR A SET FEE TO THE OWNER.

A

°1 5

W

OHP

CO

EW

WATER WILL BE PROVIDED BY MCWA

'3 8

354

INV @ TOP OF RISER = 349.0

TA N T GL

LIMIT OF TRENCH EXCAVATION

OHP

SF

STO CR NEY EEK RU N

C

OHP

RISER

EST FOR N DR LAW

10. ALL IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE CURRENT DEVELOPMENT STANDARDS AND SPECIFICATIONS OF TOWN OF WEBSTER AND MONROE COUNTY.

353

OHP

LAKE ONTARIO

* PRE-EXISTING NON CONFORMING ** AREA VARIANCE REQUIRED.

W

PROPOSED SANITARY SEWER AND MANHOLE

CONNECT TO EX SANITARY SEWER WITH INSERTA-TEE AND RISER. TOP OF EX 24" SAN = 337.10

ENGINEERING

ZONING ANALYSIS

UNDISTURBED SUBSOIL

SCALE

1"=20'

PROPOSED WATER SERVICE W/ HYDRANT & VALVE

WV

R-2

EXISTING TREE/BRUSH LINE

PROPOSED STORM SEWER, INLET MH, CB & END SECTION

W

PROPOSED ZONING:

D

PROPOSED MINOR CONTOUR

R-2

ER R

521

0.32 ACRES

EXISTING ZONING:

BAK

PROPOSED MAJOR CONTOUR

PROPOSED TREE/BRUSH LINE

520

CB

G

8" CRUSHED STONE (2 LIFTS) (NYSDOT ITEM 304.12)

DISTURBANCE AREA:

T DR

EXISTING MINOR CONTOUR

0.559 ACRES (24,341 SF)

FORES

521

TOTAL PARCEL AREA:

RD

EXISTING MAJOR CONTOUR

MS

520

D

EXIST. GAS VALVE

GV

PROPOSED CONCRETE

537 VOSBURG RD

1.5" 9.5 MIX ASPHALT (NYSDOT ITEM NO 608.020102)

MIRAFI 500X GEOTEXTILE FABRIC OR APPROVED EQUAL

EXISTING FENCE

PROPOSED BUILDING

63.07-02-034

PARCEL ADDRESS:

1.5" 19.0 MIX ASPHALT (NYSDOT ITEM NO 608.020102) EXIST. ELECTRIC HANDHOLE

PROPOSED EASEMENT LINE

TAX ACCOUNT NUMBER:

EXIST. ELECTRIC MANHOLE

MH

HH

EXISTING EASEMENT LINE

LIMITS OF DRIVEWAY EXCAVATION VARIES

ADA

R.O.W.

EXISTING ELECTRIC LINE & POLE

OHW

PROPERTY BOUNDARY

S

COX

SITE DATA

LEGEND:

SECTION

COMPOST SOCK (8" OR 12" TYPICAL)

PE 4710

DS

537 VOSBURG

WATER FLOW

MUNICIPALITY

WEBSTER WORK AREA

COUNTY

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