Providence Estates Section 9 Webster Ny Revised Site Design Plan 1

PROVIDENCE ESTATES SECTION 9 DEVELOPMENT PLANS TOWN OF WEBSTER COUNTY OF MONROE STATE OF NEW YORK

APPROVALS

N

INDEX OF DRAWINGS

SECTION 9

Landscape Architecture

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

ER 0 9 6 1 84 OF E AL SS I ON

NG

I NE PR

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NOT TO SCALE

C

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LOCATION MAP

Land Surveying

L O RIT

L I CE

H.G. BUILDERS 1134 HIDDEN VALLEY TRAIL WEBSTER, NEW YORK 14580

Civil Engineering

E HA

MI

C

PREPARED FOR:

IE

DRAWING TITLE COVER SHEET (SHEET 1 OF 8) EXISTING FEATURES MAP (SHEET 2 OF 8) PLAT MAP (SHEET 3 OF 8) UTILITY PLAN (SHEET 4 OF 8) ROUGH GRADING AND EROSION CONTROL PLAN (SHEET 5 OF 8) FINAL GRADING AND EROSION CONTROL PLAN (SHEET 6 OF 8) UTILITY PROFILES (SHEET 7 OF 8) DETAIL SHEET (SHEET 8 OF 8)

H

SHEET NO. GA001 VA100 CA100 CA110 CA120 CA121 CA300 CA500

PROVIDENCE ESTATES SECTION 9 DEVELOPMENT PLANS TOWN OF WEBSTER COUNTY OF MONROE STATE OF NEW YORK

REVISED

JUNE 16, 2025 DATE:

MARCH 21, 2025

PROJECT NO.

632.09

SHEET NO.

GA001 SHEET 1 OF 8

N

SECTION/PARCEL BOUNDARY MIN. BUILDING SETBACK CENTER LINE EXIST. EASEMENT LINE EXIST. RIGHT-OF-WAY LINE EXIST. EDGE OF PAVEMENT

336

GRID

LOT 204

LOT 206

LOT 203

H

WV W

87.60'

D

EXIST. STM. DI. RIM=332.50

EXIST. STM. DI. RIM=332.67

Y

EXISTING WATER MAIN, VALVE, & HYDRANT. EXISTING SANITARY SEWER, & MANHOLE.

S

LOT 205

EXISTING DRAINAGE SEWER, FIELD INLET, INLET MANHOLE, MANHOLE, & END SECTION.

334

LOT 206

LOT 119

334

EXISTING EASEMENT TO THE TOWN OF WEBSTER FOR SANITARY SEWER PURPOSES

334

33 5

EXISTING EASEMENT TO THE TOWN OF WEBSTER FOR STORM SEWER AND DRAINAGE PURPOSES LIBER 479 OF DEEDS PAGE 10018

GRID

N

TOWN OF WEBSTER

LINE LEGEND

SECTION 9 OH

EXISTING OVERHEAD UTILITIES

T

EXISTING TELEPHONE

UG

G

EXISTING UNDERGROUND UTILITIES EXISTING GAS

E

EXISTING ELECTRIC EXISTING GUARD RAIL

335

TREE,HEDGE,EDGE OF WOODS EXISTING SWALE

335

BARBED WIRE,STOCKADE,CHAIN LINKED FENCE

X

EXISTING CONTOUR EXISTING SPOT ELEVATION @ X

4 33

LOT 118

33 5

LOT 207

TH YM

335

EXIST. STM. MH. RIM=332.77 W. INV=328.72 24" HDPE

334

335

328.7 7

+0 11

334 335 D1 5' DIA M.H., RIM=334.98 INV IN (24" FROM D2)=329.60 INV OUT (24" TO D)=329.44 336

EXISTING EASEMENT TO THE TOWN OF WEBSTER FOR STORM SEWER AND DRAINAGE PURPOSES LIBER 479 OF DEEDS PAGE 10018

S 4' DIA M.H. RIM=334.63

33 5

336

EXISTING EASEMENT TO THE TOWN OF WEBSTER FOR SANITARY SEWER PURPOSES

E

0.0

'R

3.2

LOCATION SKETCH

D

R .O .W IV .) E

UE-55 STORM SEWER AND SANITARY EASEMENT TO THE TOWN OF WEBSTER

.43

32 335

329.2

D 48 9. 32

LOT 117

LOT 301 26 2

EXISTING AREA WITH GRAVEL FROM SECTION 8 TO BE PAVED IN SECTION 9

.P .D "H

24 0

C PV

8" 3' 26

0. %

LIMIT

UE-32: EXISTING 20' WIDE EASEMENT TO THE TOWN OF WEBSTER FOR STORM SEWER AND DRAINAGE PURPOSES LIBER 103721, PAGE 259

7% 0.5

.@ .E

334

OF T

OPS OIL STO 32

PROVIDE INLET PROTECTION (SEE DETAIL)

S 32

S2 4' DIA M.H. RIM=335.8.0

STM

7 33

335

D2-B: GUTTER INLET TG=334.65 INV OUT=332.25 (12")

C.O.

STM

LOT 115

C.O.

EXISTING TOPSOIL STOCK PILE

LOT 401

4.9

00 9+

ILE

CKP

LOT 302

LOT 116

EXISTING TURNAROUND PAVEMENT (TO BE REMOVED)

335 X

X

D2 5' DIA M.H., RIM=335.27 INV IN (18" FROM D3)=330.47 INV IN (12" FROM D2-A)=330.87 INV OUT (24" TO D1)=330.27

33 6

D8.1 X

D X

STM 00 8+

C.O.

336

337

EXISTING END SECTION INV.=332.64

X

LOT 402

X

LOT 105

C.O.

7 33

EXISTING EASEMENT TO THE TOWN OF WEBSTER FOR STORM SEWER AND DRAINAGE PURPOSES

STM

6 5.

32 6

338

LOT 803

S

LOT 104

S2 4' DIA M.H. RIM=335.43

UE-40: EXISTING 20' WIDE EASEMENT TO TOWN OF WEBSTER FOR DRAINAGE PURPOSES PER DEED 11385/322

8 33

W

LOT R403

C.O.

LOT 802

STM

LOT 103 D6B: GUTTER INLET TG=337.89 INV OUT=335.19 (12")

W

D4 5' DIA M.H., RIM=336.38

LOT 804 33

18 2. 33 6.45 32

S D 332.40

S3 4' DIA M.H. RIM=336.35

6.5

APPROVALS D6A: GUTTER INLET TG=337.84 INV IN=335.09 (12") INV OUT=335.09 (12")

W

5 4+00

8 33

2.6

3+00

333.05

327.16

334.53

D 333.10

328.61

201' 8" PVC @ 0.52%

327.57

333.13

327.48 S

S4 RIM=336.80 S5 RIM=337.2

LOT 805

S6 4' DIA M.H. RIM=338.38

DR CE EN O.W.) VID0.0' R.

O PR

LOT 808 LOT 502

S

D C.O.

D5 5' DIA M.H., RIM=336.60 INV IN (12" FROM D6)=333.10 INV IN (12" FROM D4C)=333.13 INV OUT (12" TO D4)=333.05

D3 5' DIA M.H., RIM=336.15 INV IN (12" FROM D4)=332.40 INV IN (12" FROM D3A)=332.33 INV IN (12" FROM D3C)=332.35 INV OUT (18" TO D2)=332.18

1+00

2+00

(60.0' R.O.W.)

D 332.75

LOT 102

D6 4' DIA M.H., RIM=338.18 INV IN (12" FROM D6A)=334.57 INV OUT (12" TO D5)=334.53

(60.0' R.O.W.)

2 S

ABRUZZI DRIVE

THYME DRIVE

5+00

33 32 6.9

LOT 501

LOT 810

LOT 809

LOT 807 LOT 806

UE-44: EXISTING 20' WIDE EASEMENT TO THE TOWN OF WEBSTER FOR DRAINAGE PURPOSES (BOOK 11709, PAGE 29)

EASEMENT TO THE TOWN OF WEBSTER FOR STORM SEWER PURPOSES

3. 2

IVE

EASEMENT TO THE TOWN OF WEBSTER FOR STORM SEWER PURPOSES

33 D3C 2'x2' INLET TG=335.74

LOT 503

333.98

PROJECT MANAGER

06/16/2025

NO.

DATE

REVISIONS PER TOWN P.R.C. / ENGINEER DATED 05-01-2025 REVISION

R.P.R.

M.O.R.

R.P.R.

BY

CHKD.

APVLS.

C

ER ED

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( IN FEET ) 1 inch = 50 ft.

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, LAND SURVEYOR, ARCHITECT OR LANDSCAPE ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY . ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY", FOLLOWED BY HIS/HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATION, TO THE DOCUMENT.

R.P.R.

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OF E

AL SS I O N

TOPO/BASE

Landscape Architecture

D.T.H. DATE

SCALE

1"=50'

SECTION 9

Land Surveying

D.T.H.

03/21/2025

PROVIDENCE ESTATES

TITLE OF DRAWING

BOUNDARY

I NE

200

Civil Engineering

DRAWN BY

NG

100

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T E EL O R I T Y

K OR I E

GRAPHIC SCALE

TITLE OF PROJECT

R.P.R.

O F N EW

L I CE

EXISTING UTILITIES (LOCATION, SIZES AND INVERTS) SHOWN ON THE PLANS ARE APPROXIMATE AND ARE NOT CERTIFIED AS TO THE ACCURACY OF THEIR LOCATION OR COMPLETENESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATIONS AND DEPTHS OF ALL UTILITIES AND STRUCTURES IN THE PATH OF, OR CLOSELY PARALLEL TO, OR UNDER, THE PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DELAYS OR DAMAGES OCCURRING AS A RESULT OF INCORRECTLY LOCATED UTILITIES. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITY OWNERS IN AMPLE TIME FOR THEM TO LOCATE AND MARK THEIR FACILITIES. THE CONTRACTOR SHALL ALSO NOTIFY UNDERGROUND UTILITY LOCATION SERVICE AT LEAST 48 HOURS IN ADVANCE OF COMMENCING ANY WORK.

D4C 2'x2' INLET

MI

UE-43: EASEMENT TO TOWN OF WEBSTER FOR SANITARY & STORM PURPOSES PER DEED 11385/322 (WIDTH VARIES)

LOT 801

D3B: GUTTER INLET TG=335.80 INV OUT=333.35 (12")

UE-42: EXISTING 20' WIDE EASEMENT TO TOWN OF WEBSTER FOR SANITARY & STORM PURPOSES PER DEED 11385/322

UE-39: EASEMENT TO TOWN OF WEBSTER FOR SANITARY & STORM PURPOSES PER DEED 11385/322 (WIDTH VARIES)

D3A: GUTTER INLET TG=335.77 INV IN=332.99 (12") INV OUT=332.99 (12")

STM

336

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

EXISTING FEATURES MAP LOCATION OF PROJECT

TAX PARCEL NO. 050.030-01-068.005 PART OF GREAT LOT 12, SECTION 12, TOWNSHIP 14, RANGE 4, PHELPS & GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, N.Y. CLIENT

H.G. BUILDERS 1134 HIDDEN VALLEY TRAIL WEBSTER, NY (585) 872-4130

DWG. #

632.09

VA 100 SHEET 2 OF 8

LOT 205

3' "E 07

YP

(T .)

W ' .00 95 3' 5.2

DE SI

N/F HADI HAIDARI TAX PARCEL I.D. NO. 050.030-08-015 464 THYME DRIVE

LOT 115

0 0.0

N/F KEVIN & BRITTANY LEWIS TAX PARCEL I.D. NO. 050.030-08-005

W

POST GUY WIRE

WATER METER

PULL BOX ELECTRIC PULL BOX TELEPHONE PULL BOX

TR

TRAFFIC PULL BOX

T

TRANSFORMER

LOCATION SKETCH NOT TO SCALE

This plat is approved in accordance with the provisions of Section 239-F, Article 12-B of the General Municipal Law and/or the Monroe County Monumentation Law. A separate approval is required for site construction. For the General Municipal Law:

County Highway Superintendent For the Monroe County Monumentation Law

THE DEVELOPER AND CONTRACTOR MUST LOCATE, MARK, BARRICADE, SAFEGUARD AND PRESERVE ALL SURVEY CONTROL MONUMENTS AND RIGHT-OF-WAY MONUMENTS IN THE AREAS OF CONSTRUCTION. FOR DESCRIPTIVE AND SURVEY DATA FOR GEODETIC CONTROL MONUMENTS GO TO THE COUNTY OF MONROE SURVEYORS OFFICE WEBSITE AND ACCESS THE GIS BASED INTERNET WEB VIEWER, OR CONTACT THE MONROE COUNTY SURVEYORS OFFICE. THIS PROJECT IS LESS THAN 5000 FEET FROM THE NEAREST GEODETIC SURVEY MONUMENT AND THIS PROJECT IS TIED INTO THE MONROE COUNTY GEODETIC MONUMENTATION NETWORK

THE HORIZONTAL DATUM SHOWN HEREON IS REFERENCED TO THE NEW YORK STATE PLANE COORDINATE SYSTEM OF 1927, WEST ZONE, TRANSVERSE MERCATOR PROJECTION, NAD 27 THROUGH CONTROL TIES TO THE FOLLOWING GEODETIC MONUMENTS

Monroe County Surveyors Office

4-2-85 (NYSDOT) 1972 N= 1,182,827.951 E= 807,638.498 (NAD 1927) (HELD FOR SCALING) ELEVATION=349.40 ±0.4 TRIG (NGVD 29)

EXISTING EASEMENT TO THE TOWN OF WEBSTER FOR STORM SEWER AND DRAINAGE PURPOSES (PER REF#1)

CL O IVE ' T DR 0.0 E 75 YM TH

1923 (MCGS)1972 N= 1,180,862.162 E= 807,677.652 (NAD 1927) ELEVATION=364.05 ±0.4 TRIG (NGVD 29)

10' WIDE UTILITIES EASEMENT TO ROCHESTER GAS & ELECTRIC CORPORATION AND SPECTRUM CABLE NORTHEAST LLC PER LIBER 13000 OF DEEDS PAGE 681

R.O.W. MONUMENT SET

THE DEVELOPER'S AND CONTRACTOR'S ATTENTION IS DIRECTED TO LOCAL LAW NO. 6 OF 2019, REGARDING LIABILITY INCURRED THROUGH DISTURBANCE OR DESTRUCTION OF GEODETIC SURVEY MONUMENTS.

LOT 105

N/F HG BUILDERS LP TAX PARCEL I.D. NO. 050.03-1-70 1252 ABRUZZI DRIVE

N/F HG BUILDERS LP TAX PARCEL I.D. NO. 050.03-1-69 1248 ABRUZZI DRIVE

LOT 802

LOT 801

USING A COMBINED SEA LEVEL AND COMBINED FACTOR OF 1.0000303, TIES TO MONUMENTATION WAS MADE USING APPROPRIATE PROCEDURES TO OBTAIN AN INDICATED ACCURACY OF 1:20,000 OR BETTER.

ALL DISTANCES SHOWN ON THIS MAP ARE REFERENCED TO THE GROUND.

ELEVATIONS ARE REFERENCED TO THE PROJECT BENCH MARK FOR MAIDSTONE FARMS SUBDIVISION, SECTION TWO, DATED DECEMBER 17, 1980, FILED IN THE MONROE COUNTY CLERK'S OFFICE IN LIBER 222 OF MAPS AT PAGE 15 AND PREPARED BY CHARLES J. COSTICH, P.E., L.S.

S53° 26' 53"W 60.00'

N/F HG BUILDERS LP TAX PARCEL I.D. NO. 050.03-1-72 1257 ABRUZZI DRIVE

HYDRANT

SURVEY NOTES

N/F HG BUILDERS LP TAX PARCEL I.D. NO. 050.03-1-71 1256 ABRUZZI DRIVE

BOLLARD

LOT 116

2 3°

S5

WATER SERVICE

UTILITY POLE

5 6'

MB

WELL

' .00 95

K AC

TB

SE

7" ' 7.5

N36° 33' 07"W 25.07' 6+ 00

LOT 804 N/F HG BUILDERS LP TAX PARCEL I.D. NO. 050.03-1-73 1255 ABRUZZI DRIVE

N1184354.24GRID E806308.44

N/F DAVID & MARGARET OGI TAX PARCEL I.D. NO. 050.030-08-071 1460 PROVIDENCE DRIVE

REALTY SUBDIVISION APPROVAL 5+00

LOT 805

LOT 501

N/F

4+00

ABRUZZI DRIVE

N/F HG BUILDERS LP TAX PARCEL I.D. NO. 050.03-1-74 1253 ABRUZZI DRIVE

LOT 806

APPROVALS

LOT 808

SITE DATA & ZONING NOTES 1. THE OVERALL AREA OF THE SITE (INCLUSIVE OF SECTION NINE, ALL PREVIOUS SECTIONS, AND ALL FUTURE SECTIONS) IS 91.141 ACRES WHICH SHALL BE SUBDIVIDED INTO NINETY-NINE (99) SINGLE-FAMILY RESIDENTIAL LOTS, AND TWO (2) OPEN SPACES ALREADY CONVEYED TO THE TOWN OF WEBSTER.

a) IT IS HEREBY CERTIFIED THAT ALL LOTS SHOWN HEREON, FULLY COMPLY WITH THE ZONING ORDINANCE (CHAPTER 225) AND THE SUBDIVISION RULES AND REGULATIONS OF THE TOWN OF WEBSTER.

2. SECTION NINE SHALL CONTAIN 5.364 TOTAL ACRES, WHICH SHALL BE SUBDIVIDED INTO TEN (10) SINGLE-FAMILY RESIDENTIAL LOTS AND 0.655 ACRES OF LAND FOR DEDICATED ROAD RIGHT-OF-WAY.

b) THE SUBDIVISION IS WELL DRAINED AND IS NOT SUBJECT TO FLOODING OR STANDING WATER.

3. EXISTING ZONING IS (R-1) SINGLE-FAMILY RESIDENTIAL DISTRICT; THE PROJECT IS PROPOSED AND APPROVED TO BE CONSTRUCTED UNDER "CLUSTER DEVELOPMENT" ZONING WITH THE FOLLOWING MINIMUM REQUIREMENTS:

MAP ENTITLED "PROVIDENCE ESTATES SECTION 4 RESUBDIVISION OF LOT 403 & PORTION T.A.#50.03-1-68.001" PREPARED BY COSTICH ENGINEERING, P.C., DATED 3/6/2013, LAST REVISED 4/10/2013, HAVING DWG. NO. 632.04 CA110 AND FILED WITH THE MONROE COUNTY CLERK'S OFFICE IN LIBER 345 OF MAPS, PAGE 93 ON 5/24/2013. MAP ENTITLED "PROVIDENCE ESTATES SECTION 5 - PLAT MAP" PREPARED BY COSTICH ENGINEERING, P.C., DATED 4/24/2015, LAST REVISED 1/16/2015, HAVING DWG. NO. 632.05 CC-100 AND FILED WITH THE MONROE COUNTY CLERK'S OFFICE IN LIBER 349 OF MAPS, PAGE 96 ON 4/24/2015.

= = = = = = = =

18,000 SQ. FT. 95 FEET 50 FEET 40 FEET 65 FEET 50 FEET 50 FEET 7.5 FEET (*)

c) ALL SANITARY SEWERS ARE IN COMPLIANCE WITH THE SPECIFICATIONS AND SEWER POLICY OF THE TOWN OF WEBSTER. d) THE GRADE LEVEL AT THE FRONT OF THE BUILDING LINE IS 1/4 INCH PER FOOT ABOVE THE CENTER OF THE ROAD, OR (WHEN APPLICABLE) GRADE LEVEL REQUIREMENTS HAVE BEEN WAIVED BY THE PLANNING BOARD DUE TO TOPOGRAPHY WITHIN THE SUBDIVISION. e) THE AREA OCCUPIED BY THE RIGHT-OF-WAY FOR PUBLIC ROADS OR STREETS IS 1.164 ACRES. f) ALL RIGHT-OF-WAYS INDICATED ON THIS MAP SHALL BE CONSIDERED TEMPORARY EASEMENTS TO THE TOWN OF WEBSTER. THE EASEMENT SHALL BE FOR THE PURPOSE OF INGRESS AND EGRESS, AND MAINTENANCE OF UTILITIES, AND THE TOWN MAY ALSO ASSIGN THE EASEMENT FOR THE PURPOSE OF EXTENDING ROADS OR UTILITIES.

NOTE

LOTS LOCATED ON THE EXTERIOR ARC OF CURVES AND/OR CULDESACS SHALL HAVE A MINIMUM WIDTH, AT THE FRONT LOT LINE, TANGENTIAL TO SUCH ARC, OF FIFTY-FIVE (55) FEET.

MAP ENTITLED "PROVIDENCE ESTATES SECTION 6 - PLAT MAP" PREPARED BY COSTICH ENGINEERING, P.C., DATED 8/29/2016, LAST REVISED 1/23/2017, HAVING DWG. NO. 632.06 VS-100 AND FILED WITH THE MONROE COUNTY CLERK'S OFFICE IN LIBER 356 OF MAPS, PAGE 89 ON 7/16/2017.

CERTIFICATION WE, COSTICH ENGINEERING, D.P.C., HEREBY CERTIFY TO THAT THIS MAP WAS PREPARED FROM NOTES OF AN INSTRUMENT SURVEY COMPLETED ON MARCH 21, 2018 AND INSPECTED FOR RE-DATE ON FEBRUARY 12, 2025 FROM THE REFERENCE(S) LISTED HEREON. NO SEARCH OF RECORDS, OTHER THAN THOSE REFERENCED, WAS MADE FOR EASEMENTS OR ENCUMBRANCES AFFECTING THIS PARCEL.

LOT 807

MINIMUM LOT AREA MINIMUM LOT WIDTH MINIMUM FRONT SETBACK FOR CORNER LOTS FOR MAJOR HIGHWAYS MAJOR HIGHWAY CORNER MINIMUM REAR SETBACK MINIMUM SIDE SETBACK

THIS IS TO CERTIFY THAT APPROVED PLANS FOR WATER SUPPLY AND SEWAGE DISPOSAL FOR THIS PROJECT ARE ON FILE IN THE OFFICE OF THE MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH. CONSENT IS HEREBY GIVEN FOR THE FILING OF THIS MAP IN THE MONROE COUNTY CLERK'S OFFICE IN ACCORDANCE WITH ARTICLE III OF THE MONROE COUNTY SANITARY CODE

3+00

(60.0' R.O.W.)

EASEMENT TO THE TOWN OF WEBSTER FOR STORM SEWER PURPOSES

MAP ENTITLED "PROVIDENCE ESTATES SECTION 4 PLAT MAP" PREPARED BY COSTICH ENGINEERING, P.C., DATED 2/29/2012, LAST REVISED 5/17/2012, HAVING DWG. NO. 632.04 CA100 AND FILED WITH THE MONROE COUNTY CLERK'S OFFICE IN LIBER 344 OF MAPS, PAGE 4.

By:

DIRECTOR OF PUBLIC HEALTH

PUBLIC HEALTH ENGINEER

THAT THE PROPOSED FACILITIES FOR WATER SUPPLY AND SEWAGE DISPOSAL ARE INSTALLED IN CONFORMITY WITH SAID PLANS ON FILE WITH THE MONROE COUNTY DEPARTMENT OF HEALTH.

THAT NO LOT OR REMAINING LAND (IF APPLICABLE) SHALL BE SUBDIVIDED WITHOUT PLANS, FOR SUCH RESUBDIVISION, BEING SUBMITTED TO AND APPROVED BY THE MONROE COUNTY DEPARTMENT OF HEALTH.

THAT AN ORIGINAL SUBDIVISION MAP, AS APPROVED THIS DATE, SHALL BE FILED IN THE OFFICE OF THE CLERK OF THE COUNTY OF MONROE PRIOR TO OFFERING LOTS FOR SALE.

THAT THE OWNER OF THE SUBDIVSION SHALL FURNISH EACH PURCHASER, OF A LOT, WITH A COPY OF THE APPROVED PLAN, OR IN THE CASE OF SALE OF DEVELOPED LOTS, THE OWNER OF THE SUBDIVISION SHALL FURNISH EACH PURCHASER WITH AN ACCURATE "AS-BUILT" PLAN DEPICTING ALL INSTALLED FAC- ILITIES INCLUDING SANITARY SEWAGE, STORM WATER AND WATER SUPPLY.

THAT ADEQUATE EROSION/SILTATION CONTROL MEASURES SHALL BE EMPLOYED PRIOR TO AND DURING CONSTRUCTION. IF THE PROJECT WILL RESULT IN THE DISTURBANCE OF ONE ACRE OR MORE, COVERAGE UNDER THE NYSDEC SPEDES GP 0-15-002 FOR STORM WATER DISCHARGE FOR CONSTRUCTION ACTIVITIES WILL BE OBTAINED.

THAT PLAN APPROVAL IS LIMITED TO 5 YEARS. TIME EXTENSIONS FOR PLAN APPROVAL MAY BE GRANTED BY THE MONROE COUNTY DEPARTMENT OF HEALTH BASED UPON DEVELOPMENTAL FACTS AND THE REALITY SUBDIVISION REGULATIONS IN EFFECT AT THAT TIME. A NEW PLAN SUBMISSION MAY BE REQUIRED TO OBTAIN A TIME EXTENSION.

Daniel T Hickok, N.Y.S. L.S., No. 050449

PROJECT MANAGER

100

A 200

NO.

DATE

REVISIONS PER TOWN P.R.C. / ENGINEER DATED 05-01-2025 REVISION

R.P.R.

M.O.R.

R.P.R.

BY

CHKD.

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06/16/2025

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D.T.H.

Landscape Architecture

D.T.H. DATE

SCALE

1"=50'

SECTION 9

Land Surveying

BOUNDARY

03/21/2025

PROVIDENCE ESTATES

TITLE OF DRAWING

TOPO/BASE

LI C

( IN FEET ) 1 inch = 50 ft.

DRAWN BY

R

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T E E L T. H I

Civil Engineering

K

O F N EW Y RK O OK

GRAPHIC SCALE

TITLE OF PROJECT

R.P.R.

DATE

MONROE COUNTY DEPARTMENT OF HEALTH REALTY SUBDIVISION CONDITIONS OF APPROVAL :

Date:

C

MAP ENTITLED "PROVIDENCE ESTATES SECTION 8 - PLAT MAP" PREPARED BY COSTICH ENGINEERING, D.P.C., DATED 05/02/2022, LAST REVISED 06/20/2023, HAVING DWG. NO.632.08 CA100 AND FILED WITH THE MONROE COUNTY CLERKS OFFICE IN LIBER 367 OF MAPS, PAGE 18 ON 07/28/2023

(T

MAILBOX

WATER VALVE

CABLE TV PEDESTAL

T SE

FLAG POLE

N/F RYAN RICKETTS TAX PARCEL I.D. NO. 050.030-08-016 460 THYME DRIVE

YP

K

MAP ENTITLED "PROVIDENCE ESTATES RESUBDIVISION OF LOT 303" PREPARED BY COSTICH ENGINEERING, P.C., DATED 7/20/2010, LAST REVISED 7/27/2010, HAVING DWG. NO. 632-303R AND FILED WITH THE MONROE COUNTY CLERK'S OFFICE IN LIBER 339 OF MAPS, PAGE 84.

MAP ENTITLED "PROVIDENCE ESTATES SECTION 7 - PLAT MAP" PREPARED BY COSTICH ENGINEERING, P.C., DATED 6/13/2019, LAST REVISED 1/23/2017, HAVING DWG. NO. 632.07 VS-100 AND FILED WITH THE MONROE COUNTY CLERK'S OFFICE IN LIBER 360 OF MAPS, PAGE 67 ON 5/20/2020.

WV

C BA

0 0.0

3 S5

UTILITY POLE WITH LIGHT

GAS SERVICE

BORE

3 6° S3 ' .00 95

NT RO

00 8+

6 °2

YP

(T

12.

K

11.

AC

A MAP ENTITLED "PROVIDENCE ESTATES, FINAL PLANS, SECTION THREE, PHASE A, PLAT MAP", AS PREPARED BY COSTICH ENGINEERING, DATED 06-27-06, LAST REVISED 09-16-06, HAVING DRAWING NUMBER 632-22A, AND AS FILED IN THE M.C.C.O. IN LIBER 330, PG. 44 ON 02-26-07.

TB

K AC B T W SE 3"

W 0' .0 7" 95 3' 0 3 6°

A MAP ENTITLED "PARK DISTRICT, CONVEYANCE MAP", AS PREPARED BY COSTICH ENGINEERING, DATED 2-2-06, HAVING DRAWING No. 632-C1, AND AS FILED IN THE M.C.C.O. IN LIBER 326, PG. 84

N3

SE

A MAP ENTITLED "PROVIDENCE ESTATES, FINAL PLANS, SECTION TWO, PLAT MAP", AS PREPARED BY COSTICH ENGINEERING, DATED 3-5-04, LAST REVISED 4-23-04, HAVING DRAWING NUMBER 632-15, AND AS FILED IN THE M.C.C.O. IN LIBER 322, PG. 9

.) YP

(T

LIGHT POLE

SECTION 9 MONITOR WELL

LOT 803

R.O.W. MONUMENT (TO BE SET)

NT

' .00 .00 90 95 "W 1 7 '0

UE-42: EXISTING 20' WIDE EASEMENT TO TOWN OF WEBSTER FOR SANITARY & STORM PURPOSES PER DEED 11385/322

RO

'F

6°

A MAP ENTITLED "PROVIDENCE ESTATES, FINAL PLANS, SECTION ONE, PHASE "B", PLAT MAP", AS PREPARED BY COSTICH ENGINEERING, DATED 8-28-01, HAVING DRAWING NUMBER 632-10b, AND AS FILED IN THE M.C.C.O. IN LIBER 318, PG. 24

10.

' 0' .23 95.0

N3

A MAP ENTITLED "PROVIDENCE ESTATES, FINAL PLANS, SECTION ONE, PHASE "A", PLAT MAP", AS PREPARED BY COSTICH ENGINEERING, DATED 8-28-01, HAVING DRAWING NUMBER 632-10a, AND AS FILED IN THE M.C.C.O. IN LIBER 313, PG. 23

5 20

1 8.

REFERENCES

W

' 91 3. 12 W " 23

E

ID 'S 5 . 7

UE-40: EXISTING 20' WIDE EASEMENT TO TOWN OF WEBSTER FOR DRAINAGE PURPOSES PER DEED 11385/322

'F

°3 LOT R403

0 ' 3' .00 ° 3 95 36 N

45 N/F RANDALL & CARRIE OGI TAX PARCEL I.D. NO. 050.030-08-067.1 1462 PROVIDENCE DRIVE

GAS VALVE

UE-55 STORM SEWER AND SANITARY EASEMENT TO THE TOWN OF WEBSTER (PER REF#12)

0' 0 . ' 0 20 0.00 W 20 3" E 5 " ' 26 ' 53 ° 6 3 2 S5 53° N LOT 901 19000 SQ FT 0.44 ACRES

7" '0 33 6° 0' N3 95.0

N

0' LOT 909 0 . ' 0 19000 SQ FT 20 0.00 0.44 ACRES "W 20 3 ' 5 3"E 6 2 '5 3° 26 5 S 53° N LOT 910 19000 SQ FT 0.44 ACRES

LAMP POST

LOT 117

S42° 47' 31"E

0' 84.27' 0 . 0 0' LOT 908 20 0.0 N49° 35' 52"E 20977 SQ FT W 20 10.00' 0.48 ACRES 53" "E ' 6 53 PROPOSED 10' S ANITARY ° 2 26' 3 SEWEREASEMENT TO THE 5 ° S 53 TOWN OF WEBSTER N

CLEAN OUT

WM

N/F MYRIAM JANKE TAX PARCEL I.D. NO. 050.030-08-017 452 THYME DRIVE

' LOT 903 .00 0' 19565 SQ FT 0 D =53°07'47" 20 0.0 0.45 ACRES 0 R=30.00' "W 2 3 L=27.82' E 5 6' ' 53" CHD=S09° 59' 12"E 2 26.83' 3° 26 S5 53° N LOT 902 19000 SQ FT 0.44 ACRES

N36° 33' 07"W 52.96'

R=30.00' L=27.82' CHD=N63° 07' 01"W 26.83'

LOT 402

D =53°07'48"

.3 40

W 7" '0 33 0' 6° 0.0 N3 35

24 N/F ROBERT W. WENSLEY TAX PARCEL I.D. NO. 050.030-08-066 1466 PROVIDENCE DRIVE

R=70.00' L=9.42' CHD=N85° 49' 34"W 9.41'

CHD=N60° 00' 50"W 69.30'

LOT 401

R.O.W. MONUMENT (TO BE SET)

TRAFFIC CONTROL CABINET

WS

EXISTING EASEMENT TO THE TOWN OF WEBSTER FOR SANITARY SEWER PURPOSES (PER REF#1)

R=70.00' L=57.24' CHD=S06° 50' 51"E 55.66'

R=70.00' L=349.73' CHD=N53° 26' 53"E 84.00'

D =7°42'41"

' .01 ' 1 18 1.01 W 18 " 16 "E ' 39 16 D =59°20'11" 9° 39' 5 S 9° R=70.00' N5 L=72.49'

LOT 302

D =286°15'37"

N

D =45°01'05"

9 3 S5 9° 4 N5 D =46°51'05"

N/F HG BUILDERS LP TAX PARCEL I.D. NO. 050.030-01-068.006 REMAINING PORTION (5.364 ACRES)

R=70.00' L=55.00' CHD=N07° 50' 11"W 53.60'

N/F RICHARD ALAN DRAKE TAX PARCEL I.D. NO. 050.030-08-064 1474 PROVIDENCE DRIVE

N/F BRADLEY & KELLY CHASE TAX PARCEL I.D. NO. 050.030-08-065 1470 PROVIDENCE DRIVE

+ 11

SANITARY MANHOLE

GAS METER

5. 0 28

LOT 907 21383 SQ FT 0.49 ACRES

229.72'

UE-32: EXISTING 20' WIDE EASEMENT TO THE TOWN OF WEBSTER FOR STORM SEWER AND DRAINAGE PURPOSES LIBER 103721, PAGE 259

N75° 1 S75° 9' 39"W 176.1 19' 3 9"E 7' N 1184783.25 1 76.17 GRID E 806084.76 '

PEDESTRIAN POLE

LOT 118

LOT 301

R=70.00' L=55.00' CHD=N37° 10' 54"E 53.60'

MANHOLE

GM N/F ROBERT & MICHELE FARNEY TAX PARCEL I.D. NO. 050.030-08-018 452 THYME DRIVE

.00

N/F BENJAMIN & KATHRYN WISE TAX PARCEL I.D. NO. 050.030-08-063 1478 PROVIDENCE DRIVE

172.29' N01° 24' 18"W

EXISTING EASEMENT TO THE TOWN OF WEBSTER FOR STORM SEWER AND DRAINAGE PURPOSES LIBER 479 OF DEEDS PAGE 10018

D =45°01'05"

GS

D =45°01'05" 9' 1.3 9' R=70.00' 6 1 .3 L=55.00' 61 W " 1 CHD=N52° 46' 56"W 37 3' 37"E 53.60' 4 ° '

R=70.00' L=55.00' CHD=S82° 11' 59"W 53.60'

TELEPHONE PEDESTAL PHONE BOOTH

UE-55 STORM SEWER AND SANITARY EASEMENT TO THE TOWN OF WEBSTER (PER REF#12)

D =45°01'05"

TELEPHONE MANHOLE

T TP

END OF PIPE

E

LOT 906 23200 SQ FT 0.53 ACRES

ELECTRIC METER

GV

LOT 904 23267 SQ FT 0.53 ACRES

.) YP

RE 0'

57.43'

LOT 207

AR

XX.XX'

CATCH BASIN END SECTION

N

B

T SE

EXISTING EASEMENT TO THE TOWN OF WEBSTER FOR SANITARY SEWER PURPOSES (PER REF#3)

EM

DA

(T

LOT 119

ELECTRIC MANHOLE

E

INLET DRAINAGE MANHOLE

ST

K AC

S14° 4 N14° 2' 32"W 42' 3 172.6 2"E 5 172.6 ' 5'

)

. YP

LOT 905 20737 SQ FT 0.48 ACRES

(T CK TBA SE AR RE 50'

' 69 . 0 17

0' 0.5 18 .50' 80 4"W E 1 '3 18 ' 34" 0° 8 N3 0° 1 S3

EXISTING EASEMENT TO THE TOWN OF WEBSTER FOR STORM SEWER AND DRAINAGE PURPOSES LIBER 479 OF DEEDS PAGE 10018

N/F KEITH & MEGAN ALCHOWIAK TAX PARCEL I.D. NO. 050.030-08-019 448 THYME DRIVE

EXISTING EASEMENT TO THE TOWN OF WEBSTER FOR STORM SEWER AND DRAINAGE PURPOSES LIBER 479 OF DEEDS PAGE 10018

22.00'

"E 22 ' 32 ° 9 N4 ' 9 .6 8 14

LOT 206

N/F TIMOTHY & EMILY KLAPEC TAX PARCEL I.D. NO. 050.030-08-034 1482 PROVIDENCE DRIVE

87.60'

171.35'

"E ' 32 ° 50 ' S22 30.47 1

N/F DEBORAH & ERNEST HORKHEIMER TAX PARCEL I.D. NO. 050.030-08-033 1490 PROVIDENCE DRIVE

N88° 35' 42"E

DRAINAGE MANHOLE

SECTION/PARCEL BOUNDARY PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE PROPOSED EASEMENT LINE MIN. BUILDING SETBACK CENTER LINE EXIST. ADJOINING PROPERTY LINE EXIST. EASEMENT LINE EXIST. RIGHT-OF-WAY LINE EXIST. EDGE OF PAVEMENT EASEMENT DIMENSION

N 1184957.83 GRID E 806472.21

258.95'

GRID

N/F SAMUEL & JANELLE SACCO TAX PARCEL I.D. NO. 050.030-08-032 1498 PROVIDENCE DRIVE

N

TOWN OF WEBSTER

SYMBOL LEGEND

LEGEND

LOT 201

LOT 202

LOT 203

LOT 204

N/F KEITH & MEGAN ALCHOWIAK TAX PARCEL I.D. NO. 050.030-08-028 1518 PROVIDENCE DRIVE

N/F JUSTIN JENNER IRREVOCABLE TRUST TAX PARCEL I.D. NO. 050.030-08-029 1512 PROVIDENCE DRIVE

N/F MEHDI HAIDARI TAX PARCEL I.D. NO. 050.030-08-030 1506 PROVIDENCE DRIVE

N/F MELANIE A. SPENCER TAX PARCEL I.D. NO. 050.030-08-031 1502 PROVIDENCE DRIVE

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

PLAT MAP LOCATION OF PROJECT

TAX PARCEL NO. 050.030-01-068.005 PART OF GREAT LOT 12, SECTION 12, TOWNSHIP 14, RANGE 4, PHELPS & GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, N.Y. CLIENT

H.G. BUILDERS 1134 HIDDEN VALLEY TRAIL WEBSTER, NY (585) 872-4130

DWG. #

632.09

CA 100 SHEET 3 OF 8

LOT 206

LOT 203

LOT 204

GRID

EXIST. STM. DI. RIM=332.50

LOT 205 5' MIN.

LOT 206

LOT 119 D1-B GUTTER INLET T.G.=333.65 INV OUT 12" TO D1=330.60

EXISTING EASEMENT TO THE TOWN OF WEBSTER FOR STORM SEWER AND DRAINAGE PURPOSES LIBER 479 OF DEEDS PAGE 10018

EXISTING EASEMENT TO THE TOWN OF WEBSTER FOR SANITARY SEWER PURPOSES

LOT 904

HYDRANT ASSEMBLY

LOT 207 EXIST. STM. MH. RIM=332.77 W. INV=328.72 24" HDPE

LOT 906

WS

C.O.

S 4' DIA M.H. RIM=334.63

SA STM

C.O.

IN

S

D 32

LOT 117 WS

W

SA +0 10

. .E .P .D "H

STM

C.O.

W

@ 0.

DR

.W .)

IV E

VC

DRIVEWAYS ARE NOT PERMITTED OVER MANHOLES, CLEAN-OUTS, VALVES AND CATCH BASINS.

DRIVEWAY CONNECTIONS ARE NOT PERMITTED IN THE VICINITY OF RECEIVING BASINS AND/OR THE TEMPORARY TURNAROUND.

DRIVEWAY CONNECTIONS ARE NOT ALLOWED WITHIN 10' OF A HYDRANT.

DRIVEWAYS ARE NOT TO BE BUILT WITHIN 5' OF PROPERTY LINES.

P

C.O.

LOT 116

LOT 902

ALL IMPROVEMENTS SHALL BE DONE IN ACCORDANCE WITH THE LATEST STANDARDS AND SPECIFICATIONS OF THE TOWN OF WEBSTER, THE MONROE COUNTY HEALTH DEPARTMENT, THE MONROE COUNTY WATER AUTHORITY, THE MONROE COUNTY DEPARTMENT OF TRANSPORTATION, AND ANY OTHER AGENCY HAVING JURISDICTION. THE DEVELOPERS AND CONTRACTORS ATTENTION IS DIRECTED TO LOCAL LAW NO. 6 OF 1971, REGARDING LIABILITY INCURRED THROUGH THROUGH DISTURBANCE OR DESTRUCTION OF GEODETIC SURVEY MONUMENTS, THE CONTRACTOR SHALL LOCATE, MARK, SAFEGUARD AND PRESERVE ALL SURVEY CONTROL MONUMENTS AND RIGHT-OF-WAY MONUMENTS IN THE AREA OF CONSTRUCTION. FOR MORE DESCRIPTIVE AND SURVEY DATA ON CONTROL MONUMENTS, CALL THE MONROE COUNTY GEODETIC SURVEY OFFICE.

S

WS

S2 4' DIA M.H. RIM=335.8.0

4. STM

W

C.O.

D2-B: GUTTER INLET TG=334.65 INV OUT=332.25 (12")

C.O.

WS

LOT 401

LOT 115

LOT 901

STM

LOT 909

D2 5' DIA M.H., RIM=335.27 INV IN (18" FROM D3)=330.47 INV IN (12" FROM D2-A)=330.87 INV OUT (24" TO D1)=330.27

D8.1 WS

D 8+

STM

C.O.

LOT 402

EXISTING END SECTION INV.=332.64

C.O.

EXISTING TELEPHONE

UG

G

EXISTING UNDERGROUND UTILITIES EXISTING GAS

Y

PROPOSED WATERMAIN, VALVE & HYDRANT

W

PROPOSED SANITARY SEWER, & MANHOLE PROPOSED DRAINAGE SEWER, FIELD INLET, INLET MANHOLE, MANHOLE, & END SECTION PROP. HOUSE AREA PROP. ASPHALT DRIVEWAY

STORM SEWER NOTES 1.

STORM SEWER LATERALS, FOR SINGLE-FAMILY HOMES ARE TO BE 6" DIA. P.V.C., SDR-35, AND ARE TO EXTEND (11) ELEVEN FEET BEYOND THE RIGHT-OF-WAY LINE OR (11) ELEVEN FEET BEYOND AN EASEMENT LINE (WHICHEVER IS GREATER).

ROOF LEADERS SHALL BE CONNECTED TO THE STORM SEWER DRAINAGE SYSTEM VIA A 6" PIPE WITH CLEANOUTS.

FOUNDATION DRAINS SHALL BE CONNECTED TO THE STORM SEWER LATERALS VIA A SUMP PUMP.

STORM SEWER PIPE MATERIAL OPTIONS ARE AS FOLLOWS: a) POLYVINYL CHLORIDE (P.V.C.) SDR-35. b) CORRUGATED POLYETHYLENE HIGH DENSITY PLASTIC (C.P.P.)

ALL STORM PIPE CONNECTIONS TO BE WATER TIGHT.

PUBLIC WATER SYSTEM NOTES WATER MAINS AND APPURTENANCES TO BE CONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS AND SPECIFICATIONS OF THE WATER AUTHORITY:

· · ·

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 SHALL BE PRESSURE/LEAKAGE TESTED IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF THE AWWA STANDARD C600 (LATEST REVISION) OR IN ACCORDANCE WITH

S

EXISTING OVERHEAD UTILITIES

T

D

LOT 105

EXISTING EASEMENT TO THE TOWN OF WEBSTER FOR STORM SEWER AND DRAINAGE PURPOSES

LOT 803

OH

T

S

STM

LOT 910

EXISTING DRAINAGE SEWER, FIELD INLET, INLET MANHOLE, MANHOLE, & END SECTION

ALL SANITARY SEWERS, STORM SEWERS, WATER MAINS, AND APPURTENANCES, NOT WITHIN A DEDICATED RIGHT-OF-WAY, SHALL BE DEDICATED TO THE PROPER, GOVERNING AGENCY. THE DEDICATION SHALL BE CONDUCTED THROUGH EASEMENTS, WHICH SHALL BE SHOWN AND DESCRIBED AT THE FINAL STAGE OF PLANS.

WATERMAIN CONNECTION SAMPLING & DISINFECTION TAP

WS

PROPOSED SAN.EASEMENT TO TOWN OF WEBSTER

D OH

W

THE CONTRACTOR SHALL LOCATE, MARK, SAFEGUARD AND PRESERVE ALL SURVEY CONTROL MONUMENTS AND RIGHT-OF-WAY MONUMENTS IN THE AREA OF THE SITE CONSTRUCTION, FOR DESCRIPTIVE AND SURVEY DATA PERTAINING TO THE MONUMENTS, CALL THE MONROE COUNTY GEODETIC SURVEY OFFICE.

2. MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER PIPES 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 SELECT 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.

3 4.9 32

4 32

LOT 908

EXISTING SANITARY SEWER, & MANHOLE

PROPOSED RIGHT-OF-WAY

W

LOT 302

EXISTING WATER MAIN, VALVE, & HYDRANT

W

S

PROPOSED EASEMENT LINE

1. THE WATER MAIN SHALL BE DISINFECTED EQUAL TO A.W.W.A. STANDARD FOR "DISINFECTING OF WATER MAINS, DESIGNATION C651" (LATEST REVISION). FOLLOWING DISINFECTION, THE WATERMAIN 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 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 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 SHALL NOT BE PLACED INTO SERVICE UNTIL SO AUTHORIZED BY THE MONROE COUNTY DEPARTMENT OF HEALTH.

0.5

SA

W

Y

M.C.H.D. WATER MAIN NOTES

C.O. STM

EXIST. EDGE OF PAVEMENT H

PROP. CONC.GUTTER

WS

R. O

C.O.

177'-8" PVC @ 0.40%

E

TOWN DRIVEWAY NOTES

EXISTING SAN EASEMENT PAVED HEAVY DUTY ACCESS ROAD TO TOWN OF WEBSTER (TYP)

LOT 903

UE-32: EXISTING 20' WIDE EASEMENT TO THE TOWN OF WEBSTER FOR STORM SEWER AND DRAINAGE PURPOSES LIBER 103721, PAGE 259

UE-55 STORM SEWER AND SANITARY EASEMENT TO THE TOWN OF WEBSTER

LOT 907

66 5.

WS

S

3 3.4

48 9. 32

C.O.

8 .4 30 =3 V

.0'

.28

W

329.2

S1-A 4' DIA M.H. STM C.O. RIM=334.8 SA C.O.

LOT 301

WS

H Y

C.O.

D1 5' DIA M.H., RIM=334.98 INV IN (24" FROM D2)=329.60 INV OUT (24" TO D)=329.44

D

WS

YM

(6 0

EXISTING EASEMENT TO THE TOWN OF WEBSTER FOR SANITARY SEWER PURPOSES

C.O.

STM

EXISTING EASEMENT TO THE TOWN OF WEBSTER FOR STORM SEWER AND DRAINAGE PURPOSES LIBER 479 OF DEEDS PAGE 10018

TH

SA

STM SA

328.7 7

LOT 118

PARCEL BOUNDARY EXISTING RIGHT-OF-WAY MIN. BUILDING SETBACK CENTER LINE EXIST. ADJOINING PROPERTY LINE EXIST. EASEMENT LINE

H

LOT 905

30' - 12" HDPE @ 0.40%

EXISTING UTILITIES (LOCATIONS, SIZES, MATERIALS & INVERTS) SHOWN ON THE PLANS, HAVE BEEN PLOTTED FROM FIELD SURVEYS AND RECORD MAPS AND ARE NOT CERTIFIED AS TO THE ACCURACY OF THEIR LOCATION AND/OR COMPLETENESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATIONS AND DEPTHS OF ALL UTILITIES AND STRUCTURES IN THE PATH OF OR CLOSELY PARALLEL TO, OR UNDER THE PROPOSED CON-STRUCTION, SUFFICIENTLY AHEAD OF TIME TO ALLOW REDESIGN (IF DEEMED NECESSARY). THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DELAYS OR DAMAGES OCCURING AS A RESULT OF INCORRECTLY LOCATED UTILITIES/ NO EXTENSIONS OF CONTRACT TIME AND NO MONETARY DAMAGE CLAIMS SHALL BE ALLOWED AS A RESULT OF REVISED DESIGN LOCATIONS OR TIME ALLOWED TO DO THE SAME, WHICH SHALL RESULT FROM EXISTING UTILITIES BEING FOUND IN DIFFERENT LOCATIONS THAN SHOWN ON THESE DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER AND THE VARIOUS UTILITY OWNERS, IN AMPLE TIME, FOR THE OWNERS TO LOCATE AND MARK THEIR FACILITIES.

D

EXIST. STM. DI. RIM=332.67

UTILITY LINE LEGEND

GENERAL UTILITY NOTES

D

N

LOT 104

MATERIAL

WATER MAIN(S) SHALL BE 8-INCH DUCTILE IRON CEMENT-LINED CLASS 52. WATER SERVICE(S) SHALL BE 1-INCH TYPE K COPPER FROM THE WATER MAIN TO THE CURB BOX AND 1-INCH PE #4710 FROM THE CURB BOX TO THE METER. WATER METER(S) SHALL BE LOCATED ON THE INTERIOR 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.

7 5.

TESTS

SOIL TEST. THE CONTRACTOR SHALL PROVIDE A SOIL TEST EVALUATION TO DETERMINE THE NEED FOR POLYETHYLENE ENCASEMENT PER ANSI/AWWS C105/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. HEALTH SAMPLE. THE WATER MAIN SHALL BE DISINFECTION EQUAL TO AWWA STANDARD SPECIFICATIONS, DESIGNATION C-651, BY USING THE CONTINUOUS FEED METHOD. AFTER FLUSHING AND DISINFECTING THE WATER MAIN, WATER SAMPLES SHALL BE COLLECTED FROM THE MAIN BY THE MONROE COUNTY HEALTH DEPARTMENT. FIRE HYDRANTS ARE NOT ACCEPTABLE SAMPLING POINTS. APPROVAL AND NOTIFICATION BY THE HEALTH DEPARTMENT MUST BE RECEIVED BEFORE THE MAIN IS PLACED IN SERVICE.

S2 4' DIA M.H. RIM=335.43

UE-40: EXISTING 20' WIDE EASEMENT TO TOWN OF WEBSTER FOR DRAINAGE PURPOSES PER DEED 11385/322

W

LOT R403

D3A: GUTTER INLET TG=335.77 INV IN=332.99 (12") INV OUT=332.99 (12")

STM C.O.

C.O.

LOT 802

STM

D3B: GUTTER INLET TG=335.80 INV OUT=333.35 (12")

UE-42: EXISTING 20' WIDE EASEMENT TO TOWN OF WEBSTER FOR SANITARY & STORM PURPOSES PER DEED 11385/322

D4 5' DIA M.H., RIM=336.38

18 2. 33 6.45 32

9: EASEMENT TO TOWN OF WEBSTER FOR & STORM PURPOSES PER DEED 11385/322 (WIDTH VARIES)

S D 332.40

S3 4' DIA M.H. RIM=336.35

W

6.9

LOT 501

ABRUZZI DRIVE

333.05

327.16

2+00

334.53

D 333.10

328.61 S

201' 8" PVC @ 0.52%

327.57

333.13

S4 RIM=336.80 S5 RIM=337.2

LOT 805

LOT 808 LOT 502

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH

D

THESE PLANS FOR PUBLIC WATER SYSTEM EXTENSION / IMPROVEMENT ARE HEREBY APPROVED PURSUANT TO 10NYCRR5 OF THE STATE SANITARY CODE SUBJECT TO CONDITIONS OF APPROVAL

C.O.

D5 5' DIA M.H., RIM=336.60 INV IN (12" FROM D6)=333.10 INV IN (12" FROM D4C)=333.13 INV OUT (12" TO D4)=333.05

D3 5' DIA M.H., RIM=336.15 INV IN (12" FROM D4)=332.40 INV IN (12" FROM D3A)=332.33 INV IN (12" FROM D3C)=332.35 INV OUT (18" TO D2)=332.18

D6 4' DIA M.H., RIM=338.18 INV IN (12" FROM D6A)=334.57 INV OUT (12" TO D5)=334.53

S6 4' DIA M.H. RIM=338.38

DIRECTOR OF PUBLIC HEALTH

BY

LOT 810

LOT 809

LOT 807

28 3.

SANITARY SEWER LATERALS, FOR THE SINGLE-FAMILY HOMES, ARE TO BE 4" DIA. P.V.C., SDR-21 OR SCH 40, AND SHALL EXTEND ELEVEN (11) FEET BEYOND THE RIGHT-OF-WAY LINE OR(11) ELEVEN FEET BEYOND AN EASEMENT LINE. (WHICHEVER IS GREATER)

DIRECTOR OF PUBLIC HEALTH

EASEMENT TO THE TOWN OF WEBSTER FOR STORM SEWER PURPOSES

D3C 2'x2' INLET TG=335.74

LOT 503

BY

D4C 2'x2' INLET PROJECT MANAGER

NO.

DATE

REVISIONS PER TOWN P.R.C. / ENGINEER DATED 05-01-2025 REVISION

R.P.R.

M.O.R.

R.P.R.

BY

CHKD.

APVLS.

C

ER ED

06/16/2025

NS

L I CE

( IN FEET ) 1 inch = 50 ft.

R.P.R.

PR

0 9 6 1 84

OF E

AL SS I O N

TOPO/BASE

Landscape Architecture

D.T.H. DATE

SCALE

1"=50'

PROVIDENCE ESTATES SECTION 9

Land Surveying

D.T.H.

03/21/2025

DATE

TITLE OF DRAWING

BOUNDARY

I NE

200

Civil Engineering

DRAWN BY

NG

100

C

HA

E

A

H

T E EL O R I T Y

PUBLIC HEALTH ENGINEER

TITLE OF PROJECT

R.P.R.

O F N EW

K OR I E

GRAPHIC SCALE 50

DATE

THESE PLANS FOR PUBLIC SANITARY SEWER EXTENSION / IMPROVEMENTS ARE HEREBY APPROVED PURSUANT TO ARTICLE 17 OF THE NYS ENVIROMENTAL CONSERVATION LAW SUBJECT TO CONDITIONS OF APPROVAL

EASEMENT TO THE TOWN OF WEBSTER FOR STORM SEWER PURPOSES

SANITARY SEWER MAINS ARE TO BE POLYVINYL CHLORIDE (P.V.C.), SDR-35, UNLESS DEPTHS EXCEED 12' IN WHICH CASE USE SDR-21.

PUBLIC HEALTH ENGINEER

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH

LOT 806

UE-44: EXISTING 20' WIDE EASEMENT TO THE TOWN OF WEBSTER FOR DRAINAGE PURPOSES (BOOK 11709, PAGE 29)

3+00

(60.0' R.O.W.)

D 332.75

333.98

2 S

4+00

327.48 S

ST

FLOOR DRAINS, IF CONSTRUCTED IN THE PROJECT, MUST BE CONNECTED TO THE SANITARY SEWER. NOTE: FLOOR DRAINS DO NOT INCLUDE FOUNDATION OR FOOTER UE-43: DRAINS EASEMENT TO TOWN OFTO WEBSTER FOR UNCONTAMINATED GROUND WATER. ALL INSTALLED INTERCEPT SANITARY & STORM PURPOSES PER DEED 11385/322 DISCHARGES FROM THE FLOOR DRAINS TO THE SANITARY SEWER MUST COMPLY WITH (WIDTH VARIES) THE EFFLUENT LIMITS OF THE LOCAL AND/OR THE MONROE COUNTY SEWER USE LAW.

5+00

2.6

MI

E RIV ED NC W.) IDE R.O. OV (60.0'

DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TEST SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST THIRTY 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 THE AID OF MECHANICAL PULLING DEVICES.

APPROVALS

W

PR

· D6A: GUTTER INLET TG=337.84 INV IN=335.09 (12") INV OUT=335.09 (12")

6.5

SANITARY SEWER NOTES MAXIMUM ALLOWABLE INFILTRATION OR EXFILTRATION SHALL NOT EXCEED 100 GALLONS PER INCH 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 THE ASTM-C-828-86, ENTITLED "STANDARD PRACTICE FOR LOW PRESSURE AIR TEST OF VITRIFIED CLAY PIPE LINES. SANTARY 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 (REVISED).

D6B: GUTTER INLET TG=337.89 INV OUT=335.19 (12")

W

LOT 804

LOT 801

INSTALLATION

WATER MAINS AND ALL WATER SERVICE LINES SHALL HAVE A MINIMUM OF FIVE FEET OF COVER FROM FINISHED GRADE IN LAWN AREAS AND A MINIMUM OF SIX FEET OF COVER FROM FINISHED GRADE IN PAVED AREAS. MINIMUM VERTICAL SEPARATION BETWEEN WATER MAIN AND SEWER MAINS SHALL BE 18" MEASURED FROM OUTSIDE OF PIPES AT THE POINT OF CROSSING. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SEWER MAINS SHALL BE TEN FEET MEASURED FROM 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 OF APPROPRIATE SIZE TO PROVIDE THRUST RESTRAINT. SEPT 2017

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

UTILITY PLAN LOCATION OF PROJECT

TAX PARCEL NO. 050.030-01-068.005 PART OF GREAT LOT 12, SECTION 12, TOWNSHIP 14, RANGE 4, PHELPS & GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, N.Y. CLIENT

H.G. BUILDERS 1134 HIDDEN VALLEY TRAIL WEBSTER, NY (585) 872-4130

DWG. #

632.09

CA 110 SHEET 4 OF 8

336 STM G.I. TG=332.50

LOT 206 333

335

SF

334

SF

LOT 119

336

EXISTING ADJACENT PROPERTY LINE MIN. BUILDING SETBACK

CENTER LINE

EXISTING EASEMENT LINE.

337

EXISTING EDGE OF PAVEMENT 335

LOT 904

33 5

5 4 33

S M.H. RIM=334.63

6 33

337

PROPOSED SILT SOCK

LOD

LIMIT OF DISTURBANCE GRAVEL DROP INLET PROTECTION

SF

MEET EXISTING PAVEMENT

PROPOSED SILT FENCE (TYP) (SEE DETAIL)

PROPOSED STABILIZED CONSTRUCTION ENTRANCE

33 6

PROPOSED FILTER FABRIC INLET PROTECTION

SF

CF

LOT 115

S

6 33

D2B G.I. TG=334.65

CF

SF

LOT 901

335

D8.1 END. TG=332.64

X

SEQUENCE OF MAJOR ACTIVITIES:

X

LOT 909

X X

D2A G.I. TG=334.52

X

CF

00 8+

33 5

SF

D2:M.H.I RIM=335.27

6 33

LOT 104

6 33

338

1. 2. 3.

33 336

337

THE ORDER OF THE MAJOR ACTIVITIES WILL BE AS FOLLOWS:

LOT 105

PROPOSED CONCRETE WASHOUT

S

X

D X

SF

S CF

X

SF

LOT 803

S

LOT 910

F.F. = 338.8

SF

336

4. 4. 5. 6. 7. 8.

SF

10.

S-2 M.H.I TG=335.43

LOT R403

11.

33 7

SF

D3B: GI TG=335.80

LOT 802

LOT 801

F.F. = 338.8

12. 13. 14. 15.

F.F. = 338.1

SF

INSTALL STABILIZED CONSTRUCTION ENTRANCE(S). CONSTRUCT (IF NEEDED) CONSTRUCTION STAGING AREA. INSTALL PERIMETER EROSION CONTROL DEVICES, INCLUDING SILTATION FENCING ALSO SILT SOCKS AROUND EXISTING STORM DRAINS. PUMP WATER FROM TEMPORARY HOLDING AREA TO STORM DRAINS (TO POND) CLEAR AND GRUB AS NECESSARY.(IF NECESSARY) SPREAD EXISTING STOCKPILE TO ROUGH GRADE PER PLAN CONSTRUCT TEMPORARY DIVERSION SWALES(S). BEGIN ROAD CONSTRUCTION EARTHWORK TEMPORARILY SEED THE RIGHT-OF-WAY AREA WHEN ROAD BOX GRADE IS ACHIEVED (IF NECESSARY) STABILIZE DENUDED AREA(S) AND STOCKPILE(S) WITHIN 14 DAYS OF LAST CONSTRUCTION ACTIVITY IN THE AREA(S). INSTALL ALL UTILITIES PERTAINING TO THE SITE IMPROVEMENT (WITH INLET PROTECTION (AS NECESSARY)) CONSTRUCT PROPOSED ROAD(S) and/or PROPOSED PARKING & DRIVING PAVEMENT AREA(S) CONTINUE CUTS AND FILLS TO BRING DISTURBED AREA TO FINISHED GRADE PER PLAN. INSTALL PERMANENT SEEDING AND MULCH, AND PLANTINGS (IF ANY) REMOVE ACCUMULATED SEDIMENT FROM TEMPORARY BASIN(S) (IF NECESSARY) WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE THE TEMPORARY DISCHARGE STRUCTURE(S) FROM THE SEDIMENTATION BASIN(S) AND RESEED ANY AREAS DISTURBED BY THEIR REMOVAL.

5' MAX. (CENTER

TO CENTER)

HEIGHT OF FILTER = 16" MINIMUM

8" MINIMUM

PERSPECTIVE VIEW CONSTRUCTION NOTES:

SF 6+

LOT 804 8 33

D6B: G.I. TG=337.89

D4 M.H. RIM=336.38

SF

PROPOSED SILT FENCE (SEE DETAIL)

SECTION VIEW D6A: G.I. TG=337.84

S D

33 S3 M.H. TG=336.35

5+00

33 8

LOT 501

S

D3A:GI TG=335.77

F.F. = 338.2

4+00

ABRUZZI DRIVE

3+00

2+00

(60.0' R.O.W.)

D

S

D S

S4 M.H. TG=336.80

D

D6 M.H. RIM=338.18

D5 M.H. RIM=336.60

NOTE

1. ALL DEWATERING SHALL BE SENT TO EXISTING POND THROUGH STORM DRAINS IN REAR YARDS. 2. THE EXISTING POND SHALL BE DREDGED TO ORIGINAL DEPTH AND ALL BRUSH SHALL BE CLEARED AROUND THE POND, BY CONTRACTOR. 3. MAINTENANCE & INSPECTION OF ALL EROSION CONTROL DEVICES SHALL BE CONDUCTED THROUGHOUT THE SITE CONSTRUCTION .

FLOW

FILTER FABRIC SILT FENCING DETAIL

S6 M.H. RIM=338.38

S5 M.H. RIM=337.20

LOT 805

LOT 502

LOT 807

LOT 808

LOT 809

F.F. = 339.2

F.F. = 339.6

LOT 810 F.F. = 339.8 THIS PRACTICE INCLUDES SAND BAGS, COMPOST FILTER SOCKS, GEO-TUBES FILLED WITH BAL-LAST, AND MANUFACTURED SURFACE BARRIERS. PEA GRAVEL CAN ALSO BE USED IN CONJUNCTION WITH THESE PRACTICES TO IMPROVE PERFORMANCE

F.F. = 338.9

LOT 806

E

RIV ED NC W.) IDE R.O. OV (60.0'

PR F.F. = 338.5

INLET IN PAVEMENT WHILE FINAL GRADING AND SOIL STABILIZATION IS OCCURRING

LOT 503

NOTE

WHEN THE INLET IS NOT AT A LOW POINT, AND IS OFF-SET FROM THE PAVEMENT OR GUTTER LINE, PROTECTION SHOULD BE SELECTED AND INSTALLED SO THAT FLOWS ARE NOT DIVERTED AROUND THE INLET.

INLET PROTECTION IN PAVEMENT DETAIL PROJECT MANAGER

06/16/2025

NO.

DATE

REVISIONS PER TOWN P.R.C. / ENGINEER DATED 05-01-2025 REVISION

R.P.R.

M.O.R.

R.P.R.

BY

CHKD.

APVLS.

C

ER ED

NS

( IN FEET ) 1 inch = 50 ft.

R.P.R.

PR

0 9 6 1 84

OF E

AL SS I O N

Land Surveying

D.T.H. TOPO/BASE

Landscape Architecture

D.T.H. DATE

03/21/2025 SCALE

1"=50'

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

PROVIDENCE ESTATES SECTION 9

TITLE OF DRAWING

BOUNDARY

I NE

200

Civil Engineering

DRAWN BY

NG

100

C

HA

E

A

ST

H

T E EL O R I T Y

K OR I E

GRAPHIC SCALE

TITLE OF PROJECT

R.P.R.

O F N EW

L I CE

MI

335

8 33

CFS

LOT 116

WS

5 33

7 33

PROPOSED SILT FENCE

ROCK CHECK DAM

S

S1 M.H. RIM=335.90

LOT 402

SF

00 9+

LOT 908

PROPOSED SPOT ELEVATION @ x

336

335

0 +0

334

335

336

337

SF

LOT 302

x 100.4

GRAVEL DROP INLET PROTECTION (TYP)

LOT 902

LOT 401

PROPOSED CONTOUR

C.O.

334

WS

SF

100

STABILIZED CONSTRUCTION ENTRANCE

EXISTING AREA WITH GRAVEL FROM SECTION 8 TO BE PAVED IN SECTION 9

33 6

SF

WS

PROPOSED 2.5' WIDE GUTTER

WS

EXISTING SPOT ELEVATION @ x

LOT 117

S1-A: RIM=334.8

LOT 907

x 100.4

W

33 6

EXISTING CONTOUR

100

SF

X

D1 M.H. RIM=333.98

D

R .O .W IV .) E

S

LOT 903

335 S

EXISTING SWALE

SF

335

SF

X

D1B G.I. TG=333.10

6 33

WS

X

335

334

5 33

334

WS

'R

334

WS

E

(6 0.0

O

5 33

335

6 33

TREES, HEDGE, EDGE OF WOODS

YM

7 33

336

LOT 301

TH

LOT 906

SF

333

LOT 118

EXT. STM. M.H. TG=332.77 EXIST. STM. MH. RIM=332.77 W. INV=328.72 24" HDPE

UTILITY POLE / GUY WIRE / LIGHT

337

7 33

SF

LOT 207

SF

SF 335

4 33

EXISTING CONCRETE PAD/ CONCRETE SIDEWALK

5 33

LOT 905 6 33

NOTE

THE STORM WATER MANAGEMENT FACILITY FOR THIS PROJECT WAS DESIGNED, APPROVED AND CONSTRUCTED PRIOR TO AUGUST 1ST, 2003 AND CONFORMS TO THE SPDES GENERAL PERMIT, PHASE 1 REGULATIONS.

EXISTING EDGE OF GRAVEL

FL

5 33

W

SF

33 5

SF

334

FL O

SF

334

PARCEL BOUNDARY

GRID

SF

LOT 206

EROSION CONTROL DEVICES (AS SHOWN ON PLANS) ARE A MINIMUM REQUIREMENT FOR THE SITE. IF AREAS DEVELOP ON THE SITE THAT REQUIRE ADDITIONAL DEVICES, THE CONTRACTOR(s) ARE RESPONSIBLE TO CONSTRUCT, MONITOR, REPLACE, ETC. THESE ADDITIONAL DEVICES IN MANNER WHERE AS ANY SILT, SEDIMENT OR POLLUTANTS DO NOT LEAVE THE SITE, ENTER INTO STORM SYSTEMS, ENTER INTO ENVIRONMENTALLY SENSITIVE AREAS, OR OTHER AREAS NOT DESIGNATED FOR SUCH CONTROL OF SAID CONTAMINANTS.

GRADING LINE LEGEND EXISTING RIGHT-OF-WAY LINE

334

335

4 33

LOT 205

SF

333

SF

LOT 203

LOT 204

N

NOTE

EACH ACTIVE BUILDING SITE SHALL HAVE A STABILIZED CONSTRUCTION ENTRANCE

LOT 206

SF

FILTER FABRIC DROP INLET PROTECTION (TYP)

STM G.I. TG=332.67

ROUGH GRADING & EROSION CONTROL PLAN

LOCATION OF PROJECT

TAX PARCEL NO. 050.030-01-068.004 PART OF GREAT LOT 12, SECTION 12, TOWNSHIP 14, RANGE 4, PHELPS & GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, N.Y. CLIENT

H.G. BUILDERS 1134 HIDDEN VALLEY TRAIL WEBSTER, NY (585) 872-4130

DWG. #

632.09

CA 120 SHEET 5 OF 8

336

FILTER FABRIC DROP INLET PROTECTION (TYP)

STM G.I. TG=332.67

STM G.I. TG=332.50

LOT 204

LOT 206

LOT 203

GRADING LINE LEGEND

N

SF

NOTE

EACH ACTIVE BUILDING SITE SHALL HAVE A STABILIZED CONSTRUCTION ENTRANCE

PARCEL BOUNDARY EXISTING RIGHT-OF-WAY LINE EXISTING ADJACENT PROPERTY LINE

SF

334 334

SF

LOT 206

33 4

334

336

MIN. BUILDING SETBACK

GRID

SF

LOT 205

LOT 119

CENTER LINE

EXISTING EDGE OF PAVEMENT

337

SF

33 5

SF

334

335.3

335

EXISTING EDGE OF GRAVEL EXISTING CONCRETE PAD/ CONCRETE SIDEWALK

33 7

LOT 905

SF 335

UTILITY POLE / GUY WIRE / LIGHT

33 6

SF

F.F. = 337.8

TREES, HEDGE, EDGE OF WOODS

337

4 33

3 6° N3

335

D

S

07 "W

335

F.F. = 337.8

33 6

336

PROPOSED SILT FENCE

CFS

PROPOSED SILT SOCK

LOD

LIMIT OF DISTURBANCE

33 6

D2B G.I. TG=334.65

SF 5' MAX. (CENTER

CF

TO CENTER)

LOT 115

S

CF

7 7

SF

336

CONSTRUCTION NOTES:

SF

6 33

PERSPECTIVE VIEW

LOT 104

33 7

LOT 803

S

LOT 910

8 33

338

8" MINIMUM

W

S

S 33

D2:M.H.I RIM=335.27

LOT 105

PROPOSED CONCRETE WASHOUT

CF

SF

336

337

6 33

CF

SF

D

LOT 402

HEIGHT OF FILTER = 16" MINIMUM

D2A G.I. TG=334.52

F.F. = 337.8

D8.1 END. TG=332.64

F.F. = 337.8

FL O

7 6

SF

LOT 901

335.87

W

335

FL O

S

PROPOSED STABILIZED CONSTRUCTION ENTRANCE

PROPOSED SILT FENCE (TYP) (SEE DETAIL)

335

1 .2

LOT 909

7 33

SF

LOT 116

PAVEMENT

WS

335

PROPOSED SPOT ELEVATION @ x

ROCK CHECK DAM

F.F. = 337.8 MEET EXISTING

S

S1 M.H. RIM=335.90 3

SF

x 100.4

GRAVEL DROP INLET PROTECTION (TYP)

SF

33 33

SF

LOT 401

PROPOSED CONTOUR

5 33

LOT 902

F.F. = 337.8

100

GRAVEL DROP INLET PROTECTION

334

LOT 908

EXISTING SPOT ELEVATION @ x

STABILIZED CONSTRUCTION ENTRANCE

EXISTING AREA WITH GRAVEL FROM SECTION 8 TO BE PAVED IN SECTION 9

337

SF

LOT 302

VE

W .)

x 100.4

C.O.

334

WS

DR I

LOT 117 337.72

WS

0' 0.0 35 10+00

PROPOSED 2.5' WIDE GUTTER

WS

337

335

336

LOT 907

337

334

336

337

SF

LOT 301

S1-A: RIM=334.8

O.

S M.H. RIM=334.63

F.F. = 337.8

EXISTING CONTOUR

100

S

LOT 903

D1 M.H. RIM=333.98

33 6

337

X

4 33

D1B G.I. TG=333.10

X

SF

0 +0 11 X

336

WS

R.

NOTE

THE STORM WATER MANAGEMENT FACILITY FOR THIS PROJECT WAS DESIGNED, APPROVED AND CONSTRUCTED PRIOR TO AUGUST 1ST, 2003 AND CONFORMS TO THE SPDES GENERAL PERMIT, PHASE 1 REGULATIONS.

SF

335

33 7

WS

335

0.0 '

EXISTING SWALE

E

334

X

336

WS

334

335

33 5

TH YM

SF

LOT 906 F.F. = 337.8

LOT 118

F.F. = 337.8

SF

7 33

334

SF

EXT. STM. M.H. TG=332.77 EXIST. STM. MH. RIM=332.77 W. INV=328.72 24" HDPE

LOT 904

SF

4 33

LOT 207

EXISTING EASEMENT LINE.

F.F. = 338.8

SECTION VIEW

337

SF

F.F. = 337.8

FLOW

336

338

S-2 M.H.I TG=335.43

LOT R403

SF

S53° 26' 53"W 60.00' SF

SF

8 33

D3B: GI TG=335.80

LOT 802

LOT 801

F.F. = 338.8

FILTER FABRIC SILT FENCING DETAIL

F.F. = 338.1

SF SF

337

LOT 804

THE ORDER OF THE MAJOR ACTIVITIES WILL BE AS FOLLOWS: D6A: G.I. TG=337.84

S D

OW

FL

D6B: G.I. TG=337.89

D4 M.H. RIM=336.38

SF

PROPOSED SILT FENCE (SEE DETAIL)

SEQUENCE OF MAJOR ACTIVITIES:

33 7

W LO

S3 M.H. TG=336.35

5+00

LOT 501

D3A:GI TG=335.77

F.F. = 338.2

S

F

ABRUZZI DRIVE

3+00

2+00

(60.0' R.O.W.)

D D S

S4 M.H. TG=336.80

INLET W/ WIRE MESH OVER TOP

D

3" STONE (MAY USE 100% 3/4" STONE)

D6 M.H. RIM=338.18

7. 8. 9. 10.

S6 M.H. RIM=338.38

S5 M.H. RIM=337.20

338

LOT 805

338

D5 M.H. RIM=336.60

S

339 3/4" WASHED STONE

11.

FLO

12. W

13.

LOT 502

LOT 807

LOT 809

F.F. = 339.2

F.F. = 339.6

14. 15. 16. 17.

W

LOT 808

LOT 810

FL O

F.F. = 338.5

F.F. = 339.8 PLAN

F.F. = 338.9

LOT 806

TEMPORARY SEDIMENT POOL

IVE

R ED NC W.) IDE R.O. OV 0.0' PR (6

3/4" WASHED STONE

337

4+00

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

3/4" WASHED STONE

INSTALL STABILIZED CONSTRUCTION ENTRANCE(S). CONSTRUCT (IF NEEDED) CONSTRUCTION STAGING AREA. INSTALL PERIMETER EROSION CONTROL DEVICES, INCLUDING SILTATION FENCING. CLEAR AND GRUB AS NECESSARY.(IF NECESSARY) STRIP AND STOCKPILE TOPSOIL (IF NECESSARY) REMOVE (IF ANY) EXISTING ROAD(S), SIDEWALK(S), STRUCTURE(S), CURBING, PAVEMENT, ETC. (AS SHOWN ON PLANS) CONSTRUCT (IF ANY) TEMPORARY AND/OR PERMANENT SEDIMENTATION BASIN(S). (AS SHOWN ON PLANS) CONSTRUCT (IF ANY) TEMPORARY DIVERSION SWALE(S). BEGIN EARTHWORK TEMPORARILY SEED THE RIGHT-OF-WAY AREA WHEN ROAD BOX GRADE IS ACHIEVED (IF NECESSARY) STABILIZE DENUDED AREA(S) AND STOCKPILE(S) WITHIN 14 DAYS OF LAST CONSTRUCTION ACTIVITY IN THE AREA(S). INSTALL ALL UTILITIES PERTAINING TO THE SITE IMPROVEMENT (WITH INLET PROTECTION (AS NECESSARY)) CONSTRUCT PROPOSED ROAD(S) and/or PROPOSED PARKING & DRIVING PAVEMENT AREA(S) CONTINUE CUTS AND FILLS TO BRING DISTURBED AREA TO FINISHED GRADE. INSTALL PERMANENT SEEDING AND MULCH, AND PLANTINGS (IF ANY) REMOVE ACCUMULATED SEDIMENT FROM TEMPORARY BASIN(S) (IF NECESSARY) WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE THE TEMPORARY DISCHARGE STRUCTURE(S) FROM THE SEDIMENTATION BASIN(S) AND RESEED ANY AREAS DISTURBED BY THEIR REMOVAL.

(NOTE: MAINTENANCE & INSPECTION OF ALL EROSION CONTROL DEVICES SHALL BE CONDUCTED THROUGHOUT THE SITE CONSTRUCTION.)

WIRE MESH (OPTIONAL)

3:1 SLOPE

339 2:1 SLOPE

8 33

2' MAX. 1' MIN.

FINE GRAVEL FACE (1' MIN. THICKNESS)

LOT 503

3" STONE

SECTION

3/4" WASHED STONE

GRAVEL DROP INLET PROTECTION (GRAVEL DONUT) NOT TO SCALE PROJECT MANAGER

06/16/2025

NO.

DATE

REVISIONS PER TOWN P.R.C. / ENGINEER DATED 05-01-2025 REVISION

R.P.R.

M.O.R.

R.P.R.

BY

CHKD.

APVLS.

C

ER ED

R.P.R.

PR

0 9 6 1 84

OF E

AL SS I O N

Land Surveying

D.T.H. TOPO/BASE

Landscape Architecture

D.T.H. DATE

03/21/2025 SCALE

1"=50'

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

PROVIDENCE ESTATES SECTION 9

TITLE OF DRAWING

BOUNDARY

I NE

NS

( IN FEET ) 1 inch = 50 ft.

NG

200

Civil Engineering

DRAWN BY

E

100

A

C

HA

MI

ST

H

T E EL O R I T Y

K OR I E

GRAPHIC SCALE

TITLE OF PROJECT

R.P.R.

O F N EW

L I CE

FINAL GRADING & EROSION CONTROL PLAN

LOCATION OF PROJECT

TAX PARCEL NO. 050.030-01-068.004 PART OF GREAT LOT 12, SECTION 12, TOWNSHIP 14, RANGE 4, PHELPS & GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, N.Y. CLIENT

H.G. BUILDERS 1134 HIDDEN VALLEY TRAIL WEBSTER, NY (585) 872-4130

DWG. #

632.09

CA 121 SHEET 6 OF 8

1 1/2" ASPHALT TOP COURSE, N.Y.S.D.O.T. ITEM 403.178902, TYPE 6 2 1/2" COMPACTED ASPHALT BINDER COURSE, N.Y.S.D.O.T. ITEM 403.138902, TYPE 3 2% SLOPE

345

12" STONE SUBBASE, N.Y.S.D.O.T. ITEM 304.12

345

340

EXISTING GRADE

D2 5' DIA M.H., RIM=335.27 INV IN (18" FROM D3)=330.47 INV IN (12" FROM D2-A)=330.87 INV OUT (24" TO D1)=330.27

PROPOSED GRADE

EXISTING SUBGRADE END OF ROAD 11+07

D1 5' DIA M.H., RIM=334.98 INV IN (24" FROM D2)=329.60 INV OUT (24" TO D)=329.44

TYPICAL ACCESS ROAD HEAVY DUTY PAVEMENT SECTION 335

NOT TO SCALE

335

267'-24" HDPE @ 0.30%

330

177'-8" PVC @ 0.40%

166'-8" PVC @ 0.43%

325

S1 4' DIA M.H. RIM=335.0 INV IN (8" FROM S2)=324.95 INV IN (8" FROM S1-A)=324.95 INV OUT (8" TO S)=324.93

S1-A: 4' DIA. M.H. STA. 10+91 RIM=334.8 INV. OUT (8" TO S1)=325.66

320

11+00

10+00

9+00

315 7+50

8+00

ABRUZZI DRIVE PROFILE SCALE

HORIZ. 1"=30' VERT. 1"=3'

PROJECT MANAGER

R.P.R.

BY

CHKD.

APVLS.

A

ER

MI

C

ST

H

REVISION

M.O.R.

I NE

OF E

NG

E

PR

0 9 6 1 84

AL SS I O N

Civil Engineering

DRAWN BY

K OR I E

DATE

R.P.R.

ED

NO.

REVISIONS PER TOWN P.R.C. / ENGINEER DATED 05-01-2025

NS

06/16/2025

C

L I CE

TE EL O R I T Y HA

TITLE OF PROJECT

R.P.R.

OF N E W

R.P.R.

Land Surveying

D.T.H. TOPO/BASE

Landscape Architecture

D.T.H. DATE

SCALE

1"=30'

SECTION 9 TITLE OF DRAWING

BOUNDARY

03/21/2025

PROVIDENCE ESTATES

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

UTILITY PROFILES LOCATION OF PROJECT

TAX PARCEL NO. 050.030-01-068.004 PART OF GREAT LOT 12, SECTION 12, TOWNSHIP 14, RANGE 4, PHELPS & GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, N.Y. CLIENT

H.G. BUILDERS 1134 HIDDEN VALLEY TRAIL WEBSTER, NY (585) 872-4130

DWG. #

632.09

CA 300 SHEET 7 OF 8

BEND OR FITTING PIPE 11-1/4 DEGREE 22-1/2 DEGREE DIAMETER H W A H W A (FT) (FT) (FT) (FT) (FT) (FT) 8"

1.0

1.5

1.0

1.5

NOTES:

BEND

H (FT)

W (FT)

A (FT)

H (FT)

W (FT)

A (FT)

TEE*, CAP OR PLUG H W A (FT) (FT) (FT)

1.5

2.0

1.5

2.0

2.5

1.5

45 DEGREE

90 DEGREE

2.5

1141 DEGREE

PIPE DIAMETER

45 DEGREE

W (FT)

H (FT)

VOL (CY)

L (FT)

W (FT)

H (FT)

VOL (CY)

L (FT)

W (FT)

H (FT)

VOL (CY)

L (FT)

W (FT)

H (FT)

VOL (CY)

3.0

3.6

1.5

3.0

3.6

1.5

4.5

5.4

4.9

6.0

7.2

11.5

* SIZE BLOCK BASED ON BRANCH DIAMETER. SOIL BEARING STRENGTH PSF PSI TEST PRESSURE

SOIL BEARING STRENGTH -

FRAME & COVER TO BE USED IN PAVED AREAS ONLY.

90 DEGREE

L (FT)

1.0

2221 DEGREE

EARTH EXCAVATION

PSF

PSI TEST PRESSURE

VERTICAL DOWN THRUST BLOCKS 3"(TYP)

HORIZONTAL AND VERTICAL UP THRUST BLOCKS CL BOND BREAKER GRADE

CONCRETE THRUST BLOCK 3" (TYP)

A

H

UNDISTURBED SOIL

BOND BREAKER

W H

CONCRETE THRUST BLOCK UNDISTURBED SOIL

BEND PROFILE

BEND ELEVATION

VERTICAL UP THRUST BLOCKS NOT TO SCALE

3"(

CONCRETE THRUST BLOCK

TY P

CONCRETE THRUST BLOCK

)

GRADE

CL A

ROCK EXCAVATION

UNDISTURBED SOIL

BEND ELEVATION

H

W

L

CONCRETE THRUST BLOCK UNDISTURBED SOIL

UNDISTURBED SOIL

TEE ELEVATION

W

TEE PLAN WATER MAIN BEND

CL

GRADE

A

3" (TYP)

BOND BREAKER

BEND

H

BOND BREAKER

GRADE REBAR (TYP)

W

BOND BREAKER UNDISTURBED SOIL

BEND PLAN UNDISTURBED SOIL

BEND PLAN

BEND ELEVATION

HORIZONTAL THRUST BLOCKS

EXTENSION

NOTES

1. THRUST BLOCKS SHALL BE CENTERED HORIZONTALLY ON BENDS. 2. VOLUMES SHOWN IN CHART ARE MINIMUMS.

CONCRETE THRUST BLOCK

MONROE COUNTY

WATER AUTHORITY ROCHESTER, NEW YORK

NOT TO SCALE

VERTICAL DOWN THRUST BLOCKS

SEPT 2016 DATE

NOT TO SCALE

DME 6

DRILL 3/16" HOLE 4-1/2" FROM TOP OF VALVE BOX AND INSERT TRACING WIRE AND KNOT

RIGHT-OF-WAY OR WATER MAIN EASEMENT LINE

BASE

MONROE COUNTY

WATER AUTHORITY ROCHESTER, NEW YORK

SEPT 2016 DATE DME 7

TRACING WIRE TO BE WRAPPED AROUND OUTSIDE OF CURB BOX

5' MIN COVER

VALVE BOX

CURB STOP BARE TRACING WIRE TO BE ATTACHED AND TAPED TO COUPLING OR TO CONSUMER TRACING WIRE

2°

22-1/

CORPORATION STOP (INSTALL WITH OPERATING KEY POSITIONED ON SIDE) WATER MAIN

12"MIN

TYPE 7 SELECT FILL FOR WIDTH OF HYDRANT TRENCH

WATER MAIN MJ ANCHOR TEE, 6" OUTLET SOLID CONCRETE BLOCK (MIN:4"x8"x16")

NOTES:

BARE TRACING WIRE TO BE WRAPPED AROUND AND TAPED TO CURB BOX

COATED TRACING WIRE

1. COPPER SERVICE TO BE USED UNLESS OTHERWISE APPROVED BY THE ENGINEER.

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

2. TRACING WIRE TO BE USED WITH POLYETHYLENE SERVICE ONLY. MONROE COUNTY

WATER AUTHORITY ROCHESTER, NEW YORK

NOT TO SCALE

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

"STORM" OR "WSD"

NOTES

1. VALVE BOX SHALL BE CENTERED ON VALVE AND SET ON COMPACTED BACKFILL. 2. VALVE SHALL NOT SUPPORT VALVE BOX. 3. ALL VALVES SHALL BE OPEN LEFT EXCEPT: TOWN OF WEBSTER - VALVES 12" AND SMALLER SHALL OPEN RIGHT. TOWN OF HENRIETTA - SHALL OPEN RIGHT

VALVE

MONROE COUNTY

WATER AUTHORITY ROCHESTER, NEW YORK

NOT TO SCALE

EARTH EXCAVATION

SEPT 2016 DATE DME 5

6"x18" (MIN) ANCHOR PIPE ONE CONTINUOUS LENGTH FROM VALVE TO HYDRANT

PLUG

CONCRETE THRUST BLOCK

6" MJ GATE VALVE

PERPENDICULAR HYDRANT ASSEMBLY NOT TO SCALE

SERVICE INSTALLATION

SHEET OF POLYETHYLENE ENCASEMENT OVER TYPE 7 SELECT FILL

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

CURB BOX w/ROD

ROCK EXCAVATION

SOLID CONCRETE BLOCK (MIN: 4"x8"x16" UP TO 12" VALVE 8"x8"x16" LARGER THAN 12" VALVE)

GRADE

BARE TRACING WIRE TO BE WRAPPED AROUND AND TAPED TO CORPORATION STOP

SHEET OF POLYETHYLENE ENCASEMENT OVER TYPE 7 SELECT FILL TYPE 7 SELECT FILL FOR WIDTH OF TRENCH AROUND VALVE BOX VALVE

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

GRADE

SERVICE LINE

5'-0" MIN

CONCRETE THRUST BLOCK

VALVE BOX

MONROE COUNTY

WATER AUTHORITY ROCHESTER, NEW YORK

UNDISTURBED SOIL SEPT 2016 DATE

CONCRETE GUTTER MIN. GRADE 0.50%

DME 9

TYPE 7 SELECT FILL

R.O.W. POLYETHYENE ENCASEMENT

SEPT 2016 DATE

R50.0'

DME 17

R75.0' DRAIN INLET

R57.5' SUITABLE NATIVE MATERIAL, COMPACT TO 85% MAX STANDARD PROCTOR DENSITY

CL

10'

WATER MAIN DI MJ TAPPED TEE (2" TAP), ROTATED DOWN 45° NOTE: SAME SIZE AS WATER MAIN

60.0'

10'

TYPE 4 SELECT FILL (RUN OF BANK SAND) ENVELOPE (WHEN ROCK IS ENCOUNTERED)

DEPTH OF COVER AS SPECIFIED 5'MIN IN LAWN 6'MIN IN PAVEMENT

PLAN SHEET OF POLYETHYLENE ENCASEMENT OVER TYPE 7 SELECT FILL

R60.0'

CURB BOX AND ROD VALVE BOX w/TOP

R.O.W.

GRADE

2.5'

MAX. PIPE DIAMETER

PIPE ZONE

STANDARD CUL-DE-SAC DETAIL

14"

16"

18"

20"

24"

27"

30"

36"

2" x 90° BRASS BEND

NOT TO SCALE

6"MIN IN ROCK

2" BRASS PIPE

2" BRASS NIPPLE

2" x 45° BRASS BEND

2" CURB STOP w/DRAIN

2" BRASS NIPPLE

NOTE

EXCAVATION TO MEET OSHA REQUIREMENTS.

WATER AUTHORITY ROCHESTER, NEW YORK

DME 3

SEPT 2016 DATE

DETAIL "A"

REVISION

R.P.R.

BY

CHKD.

APVLS.

A

H

DATE

M.O.R.

ER

R.P.R.

AL SS I ON

TOPO/BASE

Landscape Architecture

D.T.H. DATE

SCALE

1"=50'

PROVIDENCE ESTATES SECTION 9

Land Surveying

D.T.H.

03/21/2025

DETAIL "C"

TITLE OF DRAWING

BOUNDARY

I NE

OFE

NG

0 9 6 1 84

E

PR

Civil Engineering

DRAWN BY

RK O IE

NO.

R.P.R.

ED

REVISIONS PER TOWN P.R.C. / ENGINEER

NS

5/1/2025

C

L I CE

TE EL O R I T Y HA

TITLE OF PROJECT

R.P.R.

OF NEW

DETAIL "B"

DME 16

PROJECT MANAGER

C

ROCHESTER, NEW YORK

MONROE COUNTY

NOT TO SCALE

SEPT 2016 DATE

ST

MONROE COUNTY

WATER AUTHORITY

CONCRETE BLOCK (MIN:4" x 8" x 16")

ELEVATION

TEE w/2" BLOW-OFF

MI

NOT TO SCALE

12"

2" COPPER / BRASS PIPE

TRENCH LIMITS

DIP TRENCH

10"

CAP

6" 6"MIN IN ROCK

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

DETAIL SHEET LOCATION OF PROJECT

TAX PARCEL NO. 050.030-01-068.004 PART OF GREAT LOT 12, SECTION 12, TOWNSHIP 14, RANGE 4, PHELPS & GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, N.Y. CLIENT

H.G. BUILDERS 1134 HIDDEN VALLEY TRAIL WEBSTER, NY (585) 872-4130

DWG. #

632.09

CA 500 SHEET 8 OF 8

End of document