Abruzzi Drive Providence Sec 9 Abruzzi Dr Pb Plans For 5625 Mtg 2 05062025PB

LOT 205

3' "E 07

YP

(T .)

W ' .00 95 3' 5.2

DE SI

LOT 115

0 0.0

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

W

ELECTRIC PULL BOX TELEPHONE PULL BOX

TR

TRAFFIC PULL BOX

T

TRANSFORMER

LOCA ION S E CH 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:

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.

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.

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

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

PULL BOX

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

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

3 S5

GUY WIRE WATER METER

LOT 105

CL O IVE ' T DR 0.0 E 75 YM TH

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

ZONING NO ES

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

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.

CER I ICA ION 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

SI E DA A

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 Hic o , N.Y.S. L.S., No. 050449

PROJECT MANAGER

COP RIGH 0 COS ICH ENGINEERING D.P.C.

100

A DATE

REVISION

BY

CHKD.

APVLS.

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NO.

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Landscape Architecture

D. .H. DATE

SCALE

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Land Surveying

BOUNDARY

PROVIDENCE ES A ES

TITLE OF DRAWING

TOPO/BASE

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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.

200

DRAWN BY

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Civil Engineering

K

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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

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

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

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.

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

0 0.0

POST

SURVE NO ES

2 3°

S5

HYDRANT

LOT 116

5 6'

BOLLARD

UTILITY POLE

' .00 95

K AC

TB

SE

7" ' 7.5

T SE

WATER SERVICE

CABLE TV PEDESTAL

K

MB

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

YP

(T

MAILBOX

WATER VALVE

WELL

C BA

FLAG POLE

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

UTILITY POLE WITH LIGHT

GAS SERVICE

WV

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.

RE ERENCES

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

LIGHT POLE

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

GAS VALVE

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

LAMP POST

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'

D =7°42'41"

CHD=N60° 00' 50"W 69.30'

LOT 401

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

CLEAN OUT

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'

N

D =45°01'05"

' .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"

TRAFFIC CONTROL CABINET

LOT 118

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

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

LOT 301

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

GS

.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"

MANHOLE

GV

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

CATCH BASIN

LOT 904 23267 SQ FT 0.53 ACRES

.) YP

RE 0'

57.43'

LOT 207

AR

XX.XX'

ELECTRIC METER

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

N

TOWN OF WEBSTER

BOL LEGEND

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

S

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

PLA

AP

LOCATION OF PROJECT

A PARCEL NO. 0 0.0 0 0 06 .00 PAR O GREA LO SEC ION OWNSHIP RANGE PHELPS GORHA PURCHASE OWN O WEBS ER COUN O ONROE N. . CLIENT

H.G. BUILDERS HIDDEN VALLE WEBS ER N ( ) 0

RAIL

DWG. #

CA 00 SHEE O

.C.H.D. WATER

LOT 206

LOT 203

LOT 204

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( ) 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( ) 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.

EXIST. STM. DI. RIM=332.50

FILTER FABRIC DROP INLET PROTECTION (TYP)

EXIST. STM. DI. RIM=332.67

LOT 205 LOT 206

EXISTING SAN EASEMENT TO TOWN OF WEBSTER (TYP)

LOT 119 EXISTING SAN EASEMENT TO TOWN OF WEBSTER (TYP)

30' - 12" HDPE @ 0.40%

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

LEGEND

AIN NOTES

LOT 904

LOT 207

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

LOT 118

LOT 906

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

SA LAT

WS 11

SA LAT

S 4' DIA M.H. RIM=334.63

SA LAT

WS

0 +0 H

C.O.

= V

329.2 4

48 9.

W

LOT 903

5' MIN.

LOT 117

W

WS

C.O.

WS

W

SA LAT

EXISTING SAN EASEMENT TO TOWN OF WEBSTER (TYP)

66 5. 32

LOT 907

S

IN

D

S1-A 4' DIA M.H. RIM=333.9

0 33

S

3 3.4

C.O.

3.2

SA LAT 10

C.O.

STABILIZED CONSTRUCTION ENTRANCE

W

VC "P

0.5

GRAVEL DROP INLET PROTECTION (TYP)

3 26

WS

175'-8" PVC @ 0.41%

· C.O.

LOT 116

LOT 902 W

SA LAT

PROPOSED SILT FENCE (TYP) (SEE DETAIL)

LOT 302 95 4.

S

00 9+

3 4.9 32

95 4.

WS

W

LOT 908

S1: CONNECT TO EX. 8" SAN. STUB INV=324.93 INV=324.95 INV=324.95

C.O. C.O.

LOT 401

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

SAN LAT

C.O. C.O.

WS

C.O. C.O.

PROPOSED SAN.EASEMENT TO TOWN OF WEBSTER

LOCATION SKETCH STOR

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. 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

WS

SAN LAT

WV

WTR LAT

C.O.

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.

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.

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.

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.

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.

LOT 104

S 73

TP

LOT 105

LOT 803

ETP

GENERAL UTILIT NOTES

LOT 910

WV

GS

SAN LAT

EXISTING END SECTION INV.=332.64

WATERMAIN CONNECTION SAMPLING & DISINFECTION TAP GS

SEWER NOTES

D8.1

PROPOSED CONCRETE WASHOUT

WS

D

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

LOT 402

LOT 115

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.

LOT 901

SAN LAT

LOT 909

NOTES

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

C.O.

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

LOT 301

PUBLIC WATER S STE · ·

Y D

328.7

WS

SECTION 9 W

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.

HYDRANT ASSEMBLY

TOWN OF WEBSTER

W

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.

LOT 905

N

WTR LAT

WS S2 4' DIA M.H. RIM=335.43

W

LOT R403

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

WS SAN LAT

C.O. C.O.

C.O.

LOT 801

LOT 802 D3B: GUTTER INLET TG=335.80 INV OUT=333.35 (12")

WS

5+00

4+00

2.6

32 332.75 C.O. 6.9 C.O. 2 S D

333.05

WS

C.O. C.O.

327.48 S

TP

WS C.O.C.O.

SAN LAT

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

LOT 502

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH

D C.O. WS C.O.

TP

TP WTR LAT

LOT 808

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 TP

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

C.O.

DIRECTOR OF PUBLIC HEALTH

C.O.

BY

LOT 809

PUBLIC HEALTH ENGINEER

DATE

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH

LOT 806 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

LOT 807

DIRECTOR OF PUBLIC HEALTH

D3C 2'x2' INLET TG=335.74 333.98

LOT 503

BY

D4C 2'x2' INLET

PUBLIC HEALTH ENGINEER

DATE

PROJECT MANAGER

COP RIGHT 0 COSTICH ENGINEERING D.P.C.

NO.

DATE

REVISION

BY

CHKD.

APVLS.

C

ER ED

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

SECTION

Land Surveying

D.T.H.

PROVIDENCE ESTATES

TITLE OF DRAWING

BOUNDARY

I NE

( IN EET ) 0 .

NS

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

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.

201' 8" PVC @ 0.52%

WS C.O.C.O.

S

MI

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)

334.53

328.61

327.57

1+00

2+00

D 333.10

S5 RIM=337.2

LOT 805

3+00

(60.0' R.O.W.)

327.16

TP

ABRUZZI DRIVE

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

W

S4 RIM=336.80

FLOOR DRAINS, IF CONSTRUCTED IN THE PROJECT, MUST BE CONNECTED TO THE SANITARY SEWER. NOTE: FLOOR DRAINS DO NOT INCLUDE FOUNDATION OR FOOTER DRAINS INSTALLED TO INTERCEPT UNCONTAMINATED GROUND WATER. ALL DISCHARGES FROM THE FLOOR DRAINS TO THE SANITARY SEWER MUST COMPLY WITH THE EFFLUENT LIMITS OF THE LOCAL AND/OR THE MONROE COUNTY SEWER USE LAW.

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

GS

W

6.5

SAN LAT

WS C.O.C.O.

WS C.O.C.O. 32

APPROVALS

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.

SAN LAT

W

C.O.

WTR LAT

TP

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

LOT 501

WTR LAT

333.13

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).

Y D

S D 332.40

S3 4' DIA M.H. RIM=336.35

SANITAR SEWER NOTES 1.

H

PROPOSED SILT FENCE (SEE DETAIL)

WV

18 2. 33 6..4557 32

C.O. C.O.

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

TP

6+ 00

WS

LOT 804

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

W

TP

Costich Engineering

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

UTILIT PLAN LOCATION OF PROJECT

TA PARCEL NO. 0 0.0 0 0 06 .00 PART O GREAT LOT SECTION TOWNSHIP RANGE PHELPS GORHA PURCHASE TOWN O WEBSTER COUNT O ONROE N. . CLIENT

H.G. BUILDERS HIDDEN VALLE TRAIL WEBSTER N ( ) 0

DWG. #

CA 0 SHEET O

FILTER FABRIC DROP INLET PROTECTION (TYP)

STM G.I. TG=332.67

STM G.I. TG=332.50

SF

LOT 204

SF

334

SF

LOT 205

334

335

SF

LOT 206

TOWN OF WEBSTER

LOT 206

LOT 203

N

LEGEND

336

334

LOT 119

336

7 33

335

LOT 905

SF

336

SF

STM LAT

. .

7 6

D

336

SF

LOT 803

7 33

D3A:GI TG=335.77

S

SF

LOT 910 . .

LOT R403

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.

LOT 104

MEET EXISTING PAVEMENT

SF

336

LOT 105

NOTE

EACH ACTIVE BUILDING SITE SHALL HAVE A STABILIZED CONSTRUCTION ENTRANCE

338

SF

8 33

PROPOSED CONCRETE WASHOUT

SF

337

SF

7 33

D2:M.H.I RIM=335.27

D8.1 END. TG=332.64

00 8+

7 33

LOT 402

FL O W

D2A G.I. TG=334.52

. .

SF

LOT 901

335.87

CONSTRUCTION SPECIFICATIONS AND NOTES

LOT 115

SF

PLAN VIEW

SF

335

7 33

S53° 26' 53"W 60.00'

D3A:GI TG=335.77

SF

LOT 801

LOT 802

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.

D3B: GI TG=335.80

SF

SF 6+

LOT 804 8

D6A: G.I. TG=337.84

S D

OW FL

D3 M.H. RIM=336.15

OW

THE ORDER OF THE MAJOR ACTIVITIES WILL BE AS FOLLOWS: FL

PROPOSED SILT FENCE (SEE DETAIL)

SEQUENCE OF MAJOR ACTIVITIES:

D6B: G.I. TG=337.89

D4 M.H. RIM=336.38

SF

S3 M.H. TG=336.35

5+00

33 S

LOT 501

4+00

ABRUZZI DRIVE

3+00

2+00

(60.0' R.O.W.)

D D S

S4 M.H. TG=336.80

D5 M.H. RIM=336.60

S6 M.H. RIM=338.38

S

INLET W/ WIRE MESH OVER TOP

D

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

D6 M.H. RIM=338.18

1. 2. 3. 4. 5. 6. 7. 8. 9. 10.

S5 M.H. RIM=337.20

LOT 805 3/4" WASHED STONE

11.

FLO

12.

3/4" WASHED STONE

W

13.

LOT 502

W

14. 15. 16. 17.

O

LOT 809

FL

LOT 808

PLAN

LOT 806

TEMPORARY SEDIMENT POOL 3/4" WASHED STONE

LOT 807

WIRE MESH (OPTIONAL)

3:1 SLOPE 2:1 SLOPE

2' MAX. 1' MIN.

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.)

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

COP RIGHT 0 COSTICH ENGINEERING D.P.C.

DATE

REVISION

BY

CHKD.

APVLS.

C

ER ED

NO.

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

SCALE

Costich Engineering

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

PROVIDENCE ESTATES SECTION

TITLE OF DRAWING

BOUNDARY

I NE

NS

( IN EET ) 0 .

L I CE

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

MI

7 33

6 33

7 33

D2B G.I. TG=334.65

LOT 909

SECTION VIEW FLOW

CONSTRUCTION NOTES:

PROPOSED SILT FENCE (TYP) (SEE DETAIL)

S 35

5 33

7 33

335

PERSPECTIVE VIEW

LOT 116

SF

5 33

6 33

SF

LOT 401

LOT 902 S1 M.H. RIM=335.33

SECTION VIEW

8" MINIMUM

3 SF

GRAVEL DROP INLET PROTECTION (TYP)

336

337

334

STM LAT

LOT 908 . .

HEIGHT OF FILTER = 16" MINIMUM

C.O.

LOT 302

TO CENTER)

STABILIZED CONSTRUCTION ENTRANCE

SF C.O.

5' MAX. (CENTER

LOT 117

334

335

0' 0.0 35 10+00

PROPOSED 2.5' WIDE GUTTER

7 33

C.O.

. .

W 7"

335

337

336

335

334

. .

336

SF

LOT 907

S1A: M.H. TG=333.90

S M.H. RIM=334.63

D

LOCATION SKETCH

S

LOT 903

D1 M.H. RIM=333.98

S

33 6

'0 33 6° N3

335

337

335

STM LAT C.O.

SF

33 5

0 +0

D1B G.I. TG=333.10

336

SF

336

W

33 7 33 6

C.O.

334

335

STM LAT

STM LAT C.O.

SECTION 8

335

LOT 118

SF

334

. .

FL O

33 7

33 5

LOT 904

336

LOT 906 . .

LOT 301

410 SF

. .

337

334

SF

EXT. STM. M.H. TG=332.77

335

33 6

33 5

SF

4 33

LOT 207

33 6

SF

33 5

SF

337

SF

334

335.3

GRADING EROSION CONTROL PLAN

LOCATION OF PROJECT

TA PARCEL NO. 0 0.0 0 0 06 .00 PART O GREAT LOT SECTION TOWNSHIP RANGE PHELPS GORHA PURCHASE TOWN O WEBSTER COUNT O ONROE N. . CLIENT

H.G. BUILDERS HIDDEN VALLE TRAIL WEBSTER N ( ) 0

DWG. #

CA 0 SHEET O

345

340

EXISTING GRADE

PROPOSED GRADE 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

340 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

335

335 Horizontal

267'-24" HDPE @ 0.30%

330

325

330

175'-8" PVC @ 0.41% S1-A: 4' DIA. M.H. STA. 10+88 RIM=333.9 INV. OUT (8" TO S1)=325.66

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

320

315

10+00

9+00

8+00

7+50

ABRUZZI DRIVE PROFILE SCALE

HORIZ. 1"=50' VERT. 1"=5'

PROJECT MANAGER

CHKD.

APVLS.

A

C

ST

H

BY

ER 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

REVISION

ED

DATE

NS

NO.

C

L I CE

TE EL O R I T Y HA

TITLE OF PROJECT

R.P.R.

OF N E W

MI

11+00

R.P.R.

Land Surveying

D.T.H. TOPO/BASE

Landscape Architecture

D.T.H. DATE

SCALE

1"=50'

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 4 OF 5

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)

GRADE

CL

CONCRETE THRUST BLOCK

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"

CHKD.

APVLS.

A

H

BY

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

REVISION

ED

DATE

NS

NO.

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 5 OF 5

End of document