Civil Plan · Webster Civic

N

N/F XEROX CORPORATION T.A. # 65.020-01-040.111 750 PHILLIPS ROAD

N

N88° 56' 38"E 95.00'

160.00 N89° 04' 45"E

2+00

160.00 N89° 04' 45"E

S5 129. 1 9° 48 0 '4 9"E

160.00 N89° 04' 45"E

60.00' N89° 04' 45"E

N89° 04' 45"E 199.34'

139.34 N89° 04' 45"E

178.01 N89° 04' 45"E

S85° 50' 36"E 162.36'

"E 175 S76° .92 00' 3 0

160.29 N89° 04' 45"E

179.92 N89° 04' 45"E

9 181.6 0"E 31' 0 N75°

160.00 N89° 04' 45"E

LOT 105

"T" POST FOUND

N/F T.A. # 65.02-5-15 539 ARROWWOOD TRAIL

N/F T.A. # 65.02-5-14 537 ARROWWOOD TRAIL

N/F T.A. # 65.02-5-13 535 ARROWWOOD TRAIL

N/F T.A. # 65.02-5-12 533 ARROWWOOD TRAIL

LOT 114

LOT 113

LOT 112

N/F T.A. # 65.02-5-11 HACKBERRY WAY

LOT 111

0.05'

PIN IN CONCRETE FOUND

N/F T.A. # 65.02-5-4 HACKBERRY WAY

N/F T.A. # 65.02-5-3 ARROWWOOD TRAIL

LOT 104

LOT 103

10+00

WATER MAIN EASEMENT UE:2 TO MCWA PER LIBER 366 OF MAPS PAGE 69

3+00

ARROWWOOD TRAIL

8+00

9+00

N/F WALTER & BARBARA RYKOJC T.A. # 65.02-01-022 1536 SCHLEGEL ROAD

7+00

(60.0' WIDE R.O.W.)

5+00

6+00

CENTERLINE

SANITARY SEWER & STORM SEWER EASEMENT UE:5 TO THE TOWN OF WEBSTER PER LIBER 366 OF MAPS PAGE 69

R=280.00' L=74.51' CHD=S40° 45' 34"E 74.29'

UTILITY EASEMENT TO ROCHESTER GAS & ELECTRIC CORP., SPECTRUM CABLE NORTHEAST LLC AND GREENLIGHT NETWORKS, LLC PER LIBER 12898 PAGE 181

N/F T.A. # 65.02-5-21 546 ARROWWOOD TRAIL

N/F T.A. # 65.02-5-22 544 ARROWWOOD TRAIL

N/F T.A. # 65.02-5-23 542 ARROWWOOD TRAIL

N/F T.A. # 65.02-5-24 540 ARROWWOOD TRAIL

N/F T.A. # 65.02-5-25 538 ARROWWOOD TRAIL

N/F T.A. # 65.02-5-26 536 ARROWWOOD TRAIL

N/F T.A. # 65.02-5-27 534 ARROWWOOD TRAIL

LOT 121

LOT 122

LOT 123

LOT 124

LOT 125

LOT 126

LOT 127

EXISTING STORM WATER MANAGEMENT FACILITY STATIC ELEV=349.95

D=78°50'24" R=30.00' L=41.28' CHD=S08° 57' 45"E 38.10'

THE MEADOWS TWO SUBDIVISION SECTION 1 N/F T.A. # 65.02-5-50 ARROWWOOD TRAIL

STORM SEWER EASEMENT UE:11 TO THE TOWN OF WEBSTER PER LIBER 366 OF MAPS PAGE 69

APPROXIMATE LOCATION TOWN LOT 7 APPROXIMATE LOCATION DRAINAGE APPROXIMATE LOCATION TOWN LOT 14 EASEMENT TO THE COUNTY OF MONROE

APPROXIMATE LOCATION TOWN LOT 6 APPROXIMATE LOCATION TOWN LOT 12

PER LIBER 1181 OF MAPS PAGE 169

APPROXIMATE LOCATION 100' WIDE EASEMENT TO ROCHESTER GAS & ELECTRIC CORPORATION PER LIBER 4944 PAGE 33

16+61

PORTION OF ARROWWOOD TRAIL TO BE DEDICATED TO THE TOWN OF WEBSTER PER LIBER 369 OF MAPS PAGE 26 AREA = 5,403 SQ. FT. - 0.124 ACRES

APPROXIMATE LOCATION 20'x20' WIDE EASEMENT TO ROCHESTER TELEPHONE CORPORATION PER LIBER 6128 PAGE 143

STORM SEWER EASEMENT UE:12 TO THE TOWN OF WEBSTER

DRAINAGE ACCESS EASEMENT OVER LOT 262 TO TOWN OF WEBSTER FOR MAINTENANCE PURPOSES PER LIBER 369 OF MAPS PAGE 26

APPROXIMATE LOCATION 60' WIDE EASEMENT TO ROCHESTER GAS & ELECTRIC CORPORATION PER LIBER 4944 PAGE 33

EASEMENT TO THE TOWN OF WEBSTER FOR STORM SEWER & DRAINAGE PURPOSES PER LIBER 366 OF MAPS PAGE 69

BELLA TERRA SUBDIVISION SECTION 1

LOT 207

N/F T.A. # 65.02-6-16 547 TERRA VERDE WAY

N/F T.A. # 65.02-6-15 545 TERRA VERDE WAY

N/F T.A. # 65.02-6-14 543 TERRA VERDE WAY

N/F T.A. # 65.02-6-13 541 TERRA VERDE WAY

N/F T.A. # 65.02-6-12 539 TERRA VERDE WAY

N/F T.A. # 65.02-6-11 537 TERRA VERDE WAY

N/F T.A. # 65.02-4-31 535 TERRA VERDE WAY

N/F T.A. # 65.02-4-32 531 TERRA VERDE WAY

LOT 206

LOT 205

LOT 204

LOT 203

LOT 202

LOT 201

LOT 131

LOT 132

LOT 133

N/F T.A. # 65.02-4-67 TERRA VERDE WAY

LOT 134

ELECTRIC MANHOLE

LAMP POST

GAS VALVE

LIGHT POLE

GAS SERVICE

SPRINKLER VALVE

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

WS

ELEVATIONS ARE REFERENCED TO MONUMENT 1128-3 (NYGS) 1940 & 1972, REFERENCED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929, (ELEV.=353.736) WM

SITE DATA ZONING

"LMR" LOW-MEDIUM RESIDENTIAL DISTRICT

FLAG POLE

WATER VALVE

POST

WATER SERVICE

SIGN

HYDRANT

SIGN

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.

WELL

TURNING ARROW

MONITOR WELL

HANDICAP

BORE

STOP BAR

CABLE TV PEDESTAL

TREE DECIDUOUS

SIGNAL POLE

TREE CONIFEROUS

UTILITY POLE

BUSH

MINIMUM LOT AREA

REQUIRED 13,500 SQUARE FEET

PROPOSED 13,527 SQ FT

MAXIMUM LOT COVERAGE

20%

< 20%

MINIMUM LOT WIDTH

85 FEET

85 FT

MAXIMUM BUILDING HEIGHT

30 FEET

< 30 FT

MINIMUM FRONT SETBACK

35 FEET; 60 FEET ON

35 FT

A MAJOR HIGHWAY

60 FT

MINIMUM SIDE SETBACK

10 FEET FOR DETACHED;

10 FT

MINIMUM REAR SETBACK

15 FEET FOR SEMIDETACHED 50 FEET

NA 50 FT

TR

TRAFFIC PULL BOX

ELECTRIC UTILITY LATH

MINIMUM HABITABLE FLOOR AREA

ONE STORY, 1,000 SQUARE

1,000 SQ FT

T

TRANSFORMER

CABLE UTILITY LATH

AC

PULL BOX

AIR CONDITIONING UNIT

TELEPHONE UTILITY LATH

THE DEEDS AS SHOWN ON FILE IN THE MONROE COUNTY CLERK'S OFFICE. BOOK 10731 OF DEEDS PAGE 75 (LOT 1 LIBER 336 MAPS, PAGE 41)

MAP ENTITLED "BELLA TERRA SUBDIVISION SECTION 1" PREPARED BY COSTICH ENGINEERING DATED MARCH 13, 2020, HAVING PROJECT NUMBER 4500.10 AND IS FILED IN THE MONROE COUNTY CLERK'S AS LIBER 362 OF MAPS PAGE 43 AND 44.

SCALE

1"=100'

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 FROM THE REFERENCE(S) LISTED HEREON. NO SEARCH OF RECORDS, OTHER THAN THOSE REFERENCED, WAS MADE FOR EASEMENTS OR ENCUMBRANCES AFFECTING THIS PARCEL. 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.

DIRECTOR OF PUBLIC HEALTH

APPROVALS BY:

MONROE COUNTY SURVEYORS OFFICE:

MAP ENTITLED "MEADOWS TWO SECTION 1 PLAT MAP" PREPARED BY COSTICH ENGINEERING DATED FEBRUARY 2, 2022, HAVING PROJECT NUMBER 4500.20 AND IS FILED IN THE MONROE COUNTY CLERKS AS LIBER 366 OF MAPS PAGE 69.

BY

PUBLIC HEALTH ENGINEER

c) ALL SANITARY SEWERS ARE IN COMPLIANCE WITH THE SPECIFICATIONS AND SEWER POLICY OF THE TOWN OF WEBSTER.

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:

DATE

MAP ENTITLED "BELLA TERRA SUBDIVISION SECTION 2 OVERALL PLAT MAP" PREPARED BY COSTICH ENGINEERING DATED MARCH 20, 2024, HAVING PROJECT NUMBER 4500.11 AND IS FILED IN THE MONROE COUNTY CLERK'S OFFICE AS LIBER 369 OF MAPS PAGE 25.

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.

DATE

TOWN ENGINEER

BY:

DATE

PLANNING BOARD CHAIRPERSON

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

DATE

TOWN ASSESSOR

BY:

DATE

HIGHWAY SUPERINTENDENT

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.

County Highway Superintendent For the Monroe County Monumentation Law

MAP ENTITLED "BELLA TERRA SUBDIVISION SECTION 2" PREPARED BY COSTICH ENGINEERING DATED DECEMBER 13, 2023, HAVING PROJECT NUMBER 4500.11 AND IS FILED IN THE MONROE COUNTY CLERK'S OFFICE AS LIBER 369 OF MAPS PAGE 26 AND 27.

By:

Monroe County Surveyors Office

FEET; OVER ONE STORY, 1,300 SQUARE FEET

PRELIMINARY

BY:

DATE

WEBSTER SEWER DISTRICT

BY:

DATE

FIRE MARSHALL

Date:

BY:

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

DATE

DIRECTOR OF COMMUNITY DEVELOPMENT

PROJECT ENGINEER

100

A

( IN FEET ) 1 inch = 50 ft. NO.

DATE

REVISION

BY

CHKD.

APVLS.

W.T.A. BOUNDARY

J.S.F. TOPO/BASE

EN

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

L T. H I

DRAWN BY

K

IE

Y

C

M.O.R.

OF NEW

RK O OK

GRAPHIC SCALE

TE

LI C

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.

SET-BACK ORIENTATION DETAIL

REAL PROPERTY TAX SERVICE:

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

MAP ENTITLED "XEROX SUBDIVISION MAP" PREPARED BY BERGMANN ASSOCIATES DATED JUNE 10, 2008, HAVING PROJECT NUMBER 6912.10 AND IS FILED IN THE MONROE COUNTY CLERK'S AS LIBER 336 OF MAPS PAGE 41.

GAS UTILITY LATH WATER UTILITY LATH

LOT 219

REALTY SUBDIVISION APPROVAL

SURVEY REFERENCES

SANITARY UTILITY LATH

G

CERTIFICATION

' 10 E D SI

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH

SIGN

WATER METER

TELEPHONE PULL BOX

MB BOLLARD

ELECTRIC PULL BOX

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.

MAILBOX

SPRINKLER HEAD

GUY WIRE

XX.XX'

UTILITY POLE WITH LIGHT

1 SI 0' DE

FR 35' ON T

CLEAN OUT

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.

S

L. S. ED

NO. 0 5 0 4

L AND

S

UR

V

TITLE OF PROJECT

THE MEADOWS TWO

CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE

SECTION 2 TITLE OF DRAWING

PLAT MAP TAX PARCEL 065.020-01-040.224 TOWN LOT 6 & 7, TOWNSHIP 14 , RANGE 4, SECTION 11, PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

LOCATION OF PROJECT

---

R

TRAFFIC CONTROL CABINET

RE 50' AR

' 50 R A RE

YO

SANITARY MANHOLE

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.

E

PEDESTRIAN POLE

N

MANHOLE

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.

' 35 NT O FR

PHONE BOOTH

' 35 NT O FR

END OF PIPE

SV

WV

TELEPHONE PEDESTAL

911 APPROVAL:

MONROE COUNTY DEPARTMENT OF HEALTH REALTY SUBDIVISION CONDITIONS OF APPROVAL :

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

ST

END SECTION

LOT 220

' 35 NT O

LEGEND

TELEPHONE MANHOLE

35' FRONT

RE 50' AR

FR

ELECTRIC METER

T TP

1 SI 0' DE

OPEN SPACE TO TOWN OF WEBSTER #1

DA

E

FR 35' ON T

LOT 220

1 SI 0' DE

N/F T.A. # 65.02-6-17 549 TERRA VERDE WAY

FR 35' ON T

LOT 208

CATCH BASIN

SH

N/F WEBSTER CENTRAL SCHOOL DISTRICT T.A. # 065.020-01-024 1548 SCHLEGEL ROAD

RE 50' AR

N/F T.A. # TBD TERRA VERDE WAY

GAS METER

N=1,182,944.36 E=811,944.70 (NAD 1927) N=1,182,986.24 E=814,040.05 (NAD 1927)

WATER MAIN EASEMENT UE:3 TO MCWA PER LIBER 366 OF MAPS PAGE 69

N/F TERESA BELEC T.A. # 065.020-01-023 1540 SCHLEGEL ROAD LIBER 11240 PAGE 631

LOT 120

EM

GS

0+00

1+00

2+00

4+00

RIGHT-OF-WAY LINE

14 +0 0

S89° 04' 45"W 90.06

1.36'

UTILITY EASEMENT TO ROCHESTER GAS & ELECTRIC CORP., SPECTRUM CABLE NORTHEAST LLC AND GREENLIGHT NETWORKS, LLC PER LIBER 12898 PAGE 181

N/F ZYGMUNT & MARIA SUCHODOLSKI T.A. # 065.020-01-021 1532 SCHLEGEL ROAD

RIGHT-OF-WAY LINE

11+00

0 15+0 16+00

S89° 04' 45"W 90.06'

N/F BRYAN FRANK T.A. # 65.02-01-41 LIBER 10334 PAGE 443 1533 SCHLEGEL ROAD

12+00

W

6 N59 0.00' ° 32 ' 33 "

35 ' SE FRO TB N (TY AC T P.) K

7° 2 31 5' 1 4.8 3" W 5

N/F T.A. # 65.02-5-5 517 HACKBERRY WAY

1+00

12 6. 01

139.34 N89° 04' 45"E

1 SE 0' S T ID (T BA E YP CK .) 1 SE 0' S T ID (T BA E YP CK .)

134.22 N89° 04' 45"E

H 0

+0 15

∆ = 9 8 °1 5 ' 1 7 " R =1 C H D =N 7 9 ° 3 5 0 .0 0 ' 5 '0 5 16+00 "E 2L =2 5 2 6 7 .2 .8 5 3 ' '

160.49 N89° 04' 45"E

N89° 04' 45"E 165.87

S88° 56' 38"W 151.06 13 +0 0

94 .2 16 6' "E

16 "W S5 1° 17 '

°1 7'

N5 1

.7 75

N5

198.26

(6 AC 0.0 K ' W BE ID RR E R. Y W O. W A .) 14 Y +

119.07 185.61

112.08

1+88.68

97.08

100.00 N00° 55' 15"W 297.08'

100.00

3/4" IRON PIPE FOUND 0.14'

LOT 110

UTILITY EASEMENT TO ROCHESTER GAS & ELECTRIC CORP., SPECTRUM CABLE NORTHEAST LLC AND GREENLIGHT NETWORKS, LLC PER LIBER 12898 PAGE 181

N 1182391.70 E 812800.32 GRID

SANITARY SEWER & STORM SEWER EASEMENT UE:9 TO THE TOWN OF WEBSTER PER LIBER 366 OF MAPS PAGE 69

N/F T.A. # 65.02-5-10 522 HACKBERRY WAY

2.07'

S88° 56' 38"W 780.60' 165.58

10' SIDE SETBACK (TYP.)

LOT 229 13,527 SQ. FT. 0.311 ACRES

SCHLEGEL (49.5' R.O.W.) ROAD (COUNTY ROAD 3)

LOT 228 13,934 SQ. FT. 0.320 ACRES

LOT 106

N/F DAVID SCHMIDL T.A. # 065.020-01-019 LIBER 11842 PAGE 525 1528 SCHLEGEL ROAD

LOT 261

DRAINAGE MANHOLE

USING A COMBINED SEA LEVEL AND COMBINED FACTOR OF 1.0000329, TIES TO MONUMENTATION WAS MADE USING APPROPRIATE PROCEDURES TO OBTAIN AN INDICATED ACCURACY OF 1:20,000 OR BETTER.

10' SIDE SETBACK (TYP.)

N/F HEIDI FRANK T.A. # 65.02-01-42 LIBER 9842 PAGE 317 1529 SCHLEGEL ROAD

N/F T.A. # 65.02-5-6 519 HACKBERRY WAY

SYMBOL LEGEND

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

SINGLE-FAMILY DETACHED AND SEMIDETACHED DWELLINGS:

0.27'

LOT 209

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

WATER MAIN EASEMENT UE:4 TO MCWA PER LIBER 366 OF MAPS PAGE 69

0.80'

LOT 210

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.

TAX MAP NUMBER

065.002-01-04.221

97.08

100.00

N/F T.A. # 65.02-5-20 548 ARROWWOOD TRAIL

UE 2-4: 15' WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY PER LIBER 369 OF MAPS PAGE 26

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.

REBAR W/CAP FOUND 0.36'

N/F T.A. # 65.02-6-19 ARROWWOOD TRAIL

N/F T.A. # TBD TERRA VERDE WAY

0.33'

STORM SEWER EASEMENT UE:6 TO THE TOWN OF WEBSTER PER LIBER 366 OF MAPS PAGE 69

R=30.00' L=41.28' D=20°13'06" CHD=S69° 52' 39"W R=280.00' 38.10' L=98.80' CHD=S80° 48' 42"E 98.29'

60.00 S00° 55' 15"E

REBAR W/CAP FOUND

4+00

S00° 55' 15"E 319.33'

LOT 227 13,934 SQ. FT. 0.320 ACRES

LOT 119

60.00 S00° 55' 15"E

GM

LOT 116

BELLA TERRA SUBDIVISION SECTION 2

N/F T.A. # 65.02-6-21 557 TERRA VERDE WAY

LOT 107

STORM SEWER EASEMENT UE:7 TO THE TOWN OF WEBSTER PER LIBER 366 OF MAPS PAGE 69

N/F T.A. # 65.02-6-26 ARROWWOOD TRAIL

1139-5 (NYGS) 1940/1982 1139-4 (NYGS) 1940/1982

5+00

S00°55'15"E 319.33'

4+24.30

LOT 102

0.14'

50' REAR SETBACK (TYP.)

233.97

(60.0' WIDE R.O.W.)

100.00

LOT 115

D=78°50'24"

6+00

N/F T.A. # 65.02-5-2 1527 SCHLEGEL ROAD

N/F T.A. # 65.02-5-7 521 HACKBERRY WAY

WIDE R.O.W.)

99.61

HACKBERRY WAY

ROW MONUMENT

D=27°30'51" R=180.00' L=86.44' CHD=S12° 50' 11"W 85.61' 108.4 227.5 4 0'

LOT 108

S00° 55' 15"E 319.33'

7.54' N00° 55' 15"W 7+00 12.96'

N/F T.A. # 65.02-5-8 523 HACKBERRY WAY

HACKBERRY WAY

56' 16

85.00

LOT 109

R=180.00' L=24.94' CHD=S03° 02' 55"W 24.92'

S00° 55' 15"E 9.04 43.84

NOT TO SCALE

LOT 101

(60.0'

5.2 1' 0

GV

LOT 118

D=15°14'47"

INLET DRAINAGE MANHOLE

LOT 226 13,895 SQ. FT. 0.319 ACRES

SANITARY SEWER & STORM SEWER EASEMENT UE:13 TO THE TOWN OF WEBSTER PER LIBER 366 OF MAPS PAGE 69

N/F T.A. # 65.02-5-9 525 HACKBERRY WAY

00 3+

' 16"W

SURVEY NOTES

UE16: PROPOSED STORM AND SANITARY SEWER EASEMENT TO THE 20.49 TOWN OF WEBSTER

LOCATION SKETCH

N/F T.A. # 65.02-5-1 1525 SCHLEGEL ROAD

D=7°56'19"

∆=41°12'28" R=120.00' L=86.31'

22.25

N/F T.A. # 65.02-5-16 541 ARROWWOOD TRAIL

LOT 117

LOT 201 13,614 SQ. FT. 0.313 ACRES

139.34'

S11° 56

N11°

∆=4°08'54" R=280.00' L=20.27'

DRAINAGE ACCESS EASEMENT OVER LOT 262 TO TOWN OF WEBSTER FOR MAINTENANCE PURPOSES PER LIBER 369 OF MAPS PAGE 26

R=120.00' L=64.89' CHD=S24° 47' 48"W 64.10' LOT 225 18,602 SQ. FT. 0.427 ACRES

LOT 202 13,600 SQ. FT. 0.312 ACRES

50' REAR SETBACK (TYP.)

65. 21'

LOT 218 38,632 SQ. FT.∆=1°27'01" R=280.00' L=7.09' 0.887 ACRES

LOT 262

8"E

N/F T.A. # 65.02-5-19 547 ARROWWOOD TRAIL

65.

E6

N00° 55' 14"W 399.45'

4' 0

LOT 203 13,600 SQ. FT. 0.312 ACRES

35' FRONT SETBACK (TYP.)

E ID ' S CK 10 TBA .) SE (TYP

N78° 03' 44"W 20.00'

165.48

92.10

85.00

S30° 27' 27"W 4.24

S30° 27' 27"W 4.24 D=2°07'20" R=180.00' L=6.67' CHD=N31° 31' 07"E 6.67' 96.32'

10 SE ' SI T DE (T BAC YP K .)

50' REAR SETBACK (TYP.)

N 11881136.36 E 813300.04 GRID

0.06'

1 N30 7+57. ° 27 28 ' 27 "E

S30° 20' 45"W 63.32'

SANITARY SEWER & STORM SEWER EASEMENT UE:14 TO THE TOWN OF WEBSTER PER LIBER 366 OF MAPS PAGE 69

LOT 217 52,527 SQ. FT. 1.206 ACRES

°0

° CH12 '2 =4 D =N 8 " R = 12 0 1 °1 19 . C H 2 ' 2 8 ° 4 0 ' 5 9 0 0 ' L = 8 6 .3 1 ' "E 8 4 . D= " R 46' = S1 9 ° 4 1 5 0 .0 0 ' ∆= L 0 = 1 0 7 .8 8 ' '5 9 " 41 W 1 0 5 .5 °1 2 8+0 7' 0 C H '2 8 D= " R PC: 7+52.68 N1 = 9 ° 4 1 8 0 .0 0' 0 '5 9 " E L = 1 2 9 .4 6 ' 1 2 6 .6 9'

D=30°58'50"

N/F T.A. # 65.02-5-17 543 ARROWWOOD TRAIL

N/F T.A. # 65.02-5-18 545 ARROWWOOD TRAIL

21'

N30 °2 7 '27"

UE 21: PROPOSED STORM SEWER EASEMENT TO THE TOWN OF WEBSTER

N

2°

N2 8

LOT 204 13,600 SQ. FT. 0.312 ACRES

STORM SEWER EASEMENT UE:8 TO THE TOWN OF WEBSTER PER LIBER 366 OF MAPS PAGE 69

+0 13

E 7" '3

R=180.00' L=69.41' CHD=N43° 37' 35"E 68.98'

W 7" 3 ' 19 9 3 ° 5 1. N3 35

"W 0 2

LOT 220 15,443 SQ. FT. 0.355 ACRES "E LOT 219 15 57 14,663 SQ. FT. . 4 ' 0.337 ACRES 15 00 ° 7 D=10°46'18" S4 R=120.00' L=22.56' CHD=N35° 50' 36"E 22.53'

D=22°05'37"

LOT 216 37,553 SQ. FT. 0.862 ACRES

' 01

85.00

55.40

LOT 205 14,216 SQ. FT. 0.326 ACRES

R=180.00' L=43.02' 119.0 6 CHD=N33° 26' 25"E 42.92' N12° 40' 19 "E

85.00 201.00'

57.44 N00° 55' 15"W

5.9 12

5° S3

11.04

LOT 224 15,280 SQ. FT. 0.351 ACRES

N00° 55' 15"W 402.50' 85.00

∆=41°12'28" R=180.00' L=129.46'

D=13°41'37"

58.56

5 SE 0' R T EA (T BAC R YP K .)

LOT 221 15,789 SQ. FT. 0.362 ACRES

N30 ° 27 ' 27 "E

6' 6.2 N30° 27' 27"E 2 1 21.93'

84.95' S52° 10' 42"W

LOT 223 14,208 SQ. FT. 0.326 ACRES

N 1182031.73 E 812446.71 GRID

∆=22°46'22" L=71.54'

LOT 222 15,472 SQ. FT. 0.355 ACRES

85.00

LOT 206 17,563 SQ. FT. 0.403 ACRES

TOWN OF WEBSTER

N 1182954.87 E 812431.85 GRID

N 1182434.19 E 812440.24 GRID

9"E '2 54 8 7° .9 N5 125

. 26

"W 21 4 6. ' 4 12 42 °

5 N3

9' °1

D=36°54'12"

N52° 10' 42"E

1 S5

' .98 33

D=87°28'59" R=120.00' L=183.22' CHD=N84° 58' 14"E 165.94'

R=180.00' L=66.91' CHD=N65° 19' 18"E 2' 66.52' 98.1 65.80'

UE 20: PROPOSED STORM SEWER EASEMENT TO THE TOWN OF WEBSTER

. 74

D=21°17'49"

ROW MONUMENT

∆=5°33'08" R=180.00' L=17.44'

N37° 49' 18"W 20.00'

' .87 0 3

R=120.00' L=77.29' CHD=S32° 50' 10"E 75.96'

N80° 20' 24"W 45.11'

S09° 39' 36"W 17.77'

"W 1' 48 0 ° 4 N1 9 271.0

4 .8 3 3

.6 8 08 =3 2 ' 0 ' L 2 .2 8 0 .0 " E 2 7 " R =1 ∆ = 9 8 ° 1 5 '1 7 9 ° 3 5 ' 0 5 C H D =N 7

∆=9°55'37" R=180.00' L=31.19'

UE19: PROPOSED STORM AND SANITARY SEWER EASEMENT TO THE TOWN OF WEBSTER

' 17

"E 16

35 SE ' FR T O (T BA NT YP CK .)

S

01"W

R=180.00' L=66.91' CHD=N86° 37' 07"E 66.52'

LOT 215 30,371 SQ. FT. 0.697 ACRES

5+ :1

.05 00

N00° 55' 15"W 277.35'

∆=18°26'06" L=57.92'

L=21.42' CHD=S07° 39' 09"E CHD=N04° 11' 34"E 28.13' 21.39'

41 4 4. ' 4 12 42 ° 38

PC

D=21°17'49"

UE18: PROPOSED STORM SEWER EASEMENT TO THE TOWN OF WEBSTER

6 2+

7 6.0

S

0 .4 4 4

7 °1

"E 16

10' SIDE SETBACK (TYP.)

LOT 207 14,931 SQ. FT. 0.343 ACRES

W 1 3" 4 6 '1 ∆= 0.5 17 ' ∆ +6 0° .96 :8 S4 29 .52 "W PT 0 13 +9 7' :8 ° 1 6' PC 40 9.9 2 S ' W .96 3" ' 29 17' 1 31 0° 6 ' S4

1 S5

128.44'

S07° 16'

1° S5

LOT 208 13,633 SQ. FT. 0.313 ACRES

∆ = 4 1 °1 2 ' S00° 55' 15"E 135.80' 135.80' 2 .2 3 ' 8 5 C H D = S 8 " R =1 8 1 ROW MONUMENT 19 °4 0 ' L = .1 9 ' 19 0 0 0 ' 5 .0 0 ' 8.1 ∆ = 4 1 °1 2 ' 2 8 0 . E 15 3 8 9 L= ' 7' " 1 PT: 9+98.40 6 " " R 8 W . = 1 5 = 1 PC: 11+34.21 3 1 C 1 H R 1 5 D 2 ' = = 1 S 0 6 L 1 " °0 9 2 9 . ' 0 ° 1 ' 6 0 4 . 6 0 '5 9 0' L 10+00 0 0 .6 .6 9 4 6 11+00 S00° 55' 15"E 1930.87' 2' 26 12 7 50. "W ' = ° 2 D =S R =1 ' 1 5 " E 10 10 7 ' 29 0 " 6 . 5 5 8 .9 H 1 0 .5 7 8 6' = ∆ 4 1 ' ° ∆ = C 2 ' 0 2 6 ° 12+00 1 2 ' ' 2 ' 9 8 4 . 5 " 0 2 S R 1 = ° = = L 135.80' C 15"E H 55' S00° 1 D =S 1 9 9+ 0' 5 0 HD ° 4 0 2 0 .0 0 00 2 .1 2 ' 0 .0 '5 9 1 2 5 "E 1 0 63.69 ' ∆= C = 72.11 L " 1 R ' W = 6 " 8 4 8 6. 0 1 °0 D=13°27'49" .4 2' S26 2 ° D= D=10°13'38" R=120.00' 0 5 H R=120.00' L=28.20' ∆= C

°1

D=10°08'43"

5 .7 =2 0 ∆ =9 8 ° 1 5 ' 1 7 " R =1 2 0 . 0 0 ' L 1 . 4 8 ' C H D =N 7 9 ° 3 5 ' 0 5 "E 1 8

150.03'

N82° 43' 59"W 20.00'

06 ' 42 '4 4" W

33 00 E 2 . 85 ' 16"

N51° 29' 06"W 64.77'

01"E

:1 PT

' .98

∆=3°11'05" R=180.00' L=10.01'

N07° 16'

10' SIDE SETBACK (TYP.)

35' FRONT SETBACK (TYP.)

S51° 17' 16"E 10.00'

∆=21°17'49" R=180.00' L=66.91'

R=180.00' L=66.91' CHD=S72° 05' 04"E 66.52'

N07° 16' 01"E 264.26

S3 8°

R=180.00' L=31.87' CHD=S56° 21' 38"E 31.83'

D=21°17'49"

E 4 1" 9. '1 10 1 5 2° S4

"W 11 ' 51 5' .9 2° 4 0 N 11

S47° 08' 49"W 20.00'

LOT 214 34,773 SQ. FT. 0.798 ACRES

4 10

50' REAR SETBACK (TYP.)

N2 8° 3 32 3' 50 5.6 6 "E

D=15°25'03"

S51° 17' 16"E 42 10.00' '4 4

10 1.

D=14°33'16" R=180.00' L=45.72' CHD=N08° 11' 53"W 45.60'

0.35'

82.87

113.23

E .3 7 7" 50 07' 4 °

E 4" '4 42 8 ° 3.4 38 34

UE17: PROPOSED STORM SEWER EASEMENT TO THE TOWN OF WEBSTER 7'

4 N5

E 4" '4 42 4 ° 1.3 38 24

N

LOT 213 39,035 SQ. FT. 0.896 ACRES

8°

D=20°23'42" R=180.00' L=64.07' CHD=N25° 40' 22"W 63.74'

39.76

LOT 211 23,365 SQ. FT. 0.536 ACRES N3

85.00

0.41'

R=180.00' L=48.44' CHD=N43° 34' 44"W 48.29'

N LOT 212 24,855 SQ. FT. 0.571 ACRES

N01° 03' 22"W 453.19' 85.00

LOT 209 13,703 SQ. FT. 0.315 ACRES

UE16: PROPOSED STORM AND SANITARY SEWER EASEMENT TO THE TOWN OF WEBSTER

0.05'

259.24

N 1181121.97 E 812519.55 GRID

5/8" REBAR FOUND

N50° 40' 13"W 88.03'

132.88

87.09

LOT 210 15,231 SQ. FT. 0.350 ACRES

N01° 03' 22"W 457.73' 65.61

0.06'

APPROXIMATE LOCATION TOWN LOT 7

APPROXIMATE LOCATION TOWN LOT 6

N/F XEROX CORPORATION T.A. # 65.020-01-040.111 750 PHILLIPS ROAD

0.34'

5/8" REBAR FOUND

PROJECT LOCATION

GRID

N/F THE MEADOWS OF WEBSTER HOMEOWNERS ASSOC INC T.A. # 65.02-01-40.004 SCHLEGEL ROAD DEED LIBER 12085 PAGE 71

5/8" REBAR FOUND

DATE

2/15/2025 SCALE

1"=50'

217 LAKE AVENUE ROCHESTER, NEW YORK 14608 (585) 458-3020

CLIENT

800 PHILLIPS ROAD, L.L.C. 55 ALLIED WAY HILTON, NEW YORK 14468 PHONE NO.: 585-392-3222

DWG. #

4500.21

CA100 SHEET 1 OF 1

N N/F XEROX CORPORATION T.A. # 65.020-01-040.111 750 PHILLIPS ROAD

N

0.06'

0.34'

5/8" REBAR FOUND

GRID

5/8" REBAR FOUND

PROJECT LOCATION

0.35' N/F THE MEADOWS OF WEBSTER HOMEOWNERS ASSOC INC T.A. # 65.02-01-40.004 SCHLEGEL ROAD DEED LIBER 12085 PAGE 71

N

W

2+00

2'8

0' -1 13

0.90% PE @

1+00

D

WTR LAT

STM LAT

STM LAT SAN LAT

WTR LAT

SAN LAT

WTR LAT WTR LAT

1% 350.21

"P VC

PE HD

361.2 5

58'-24 " HDP E@0 350.33 .2

0. 80 36

0.4 6

W +0 14

W

D

W

STM LAT SAN LAT

W

W 16+00

15+0 0

W

0 15

0% VC @ 0.4 136'-8" P 362.22

W

WV

EXISTING STORM WATER MANAGEMENT FACILITY STATIC ELEV=349.95

D-1 DISCHARGE STRUCTURE (SEE DETAIL) A-16

RGE 25A

A-14

A-12

D-2 INV=348.50

A-15

A-18

THE MEADOWS TWO SUBDIVISION SECTION 1 A-13

A-17

A-9

19'-6" HDPE @ 7.89% 349.96

A-11

349.90

2" HD

N/F T.A. # 65.02-5-50 ARROWWOOD TRAIL

92'-1

EX. ELECTRICAL MANHOLE (TYP.)

37'-24" HDPE @ -0.19% D END SECTION INV=349.97

A-19

362.0 8

A-8

OH

E

OH

OH A-22

E A-24

A-2

INV=348.83

MP

3'x10' BOX CULVERT INV=348.06

RGE T167A

E

APPROXIMATE LOCATION TOWN LOT 7 APPROXIMATE LOCATIOEN TOWN LOT 14 E

INV=349.60

A-3

A-5

E

TELEPHONE VAULT ELECTRIC VAULT

A-23

N/F WEBSTER CENTRAL SCHOOL DISTRICT T.A. # 065.020-01-024 1548 SCHLEGEL ROAD

W

12" HDPE W INV=354.19 E INV=354.18

EX. UNDERGROUND ELECTRICAL CONDUIT (TYP.)

A-21

E

OH

OH OH

OHOH

RGE 101

RGE 102

E

A-7

OH

RGE 25A RTC 15 1/4

A-4

3'x10' BOX CULVERT INV=348.42

N/F TERESA BELEC T.A. # 065.020-01-023 1540 SCHLEGEL ROAD LIBER 11240 PAGE 631

A-1

RGE 100 RGE T168

N/F T.A. # 65.02-5-20 548 ARROWWOOD TRAIL

RGE 25 1/2 RTC 15 1/2

WV

16+00

362.08 362.15

RGE 25 RTC 15

D-4: 3'x3' INLET, TG=353.28

D-6: 3'x3' INLET, TG=353.12

A-20

TG=355.28

S

264'- 10" SAN. @ 0.14% (R)

D

350.21

OH

S-7 4' DIA M.H. RIM=367.1

DB-5.1 2'x2' INLET TG=365.60

352.

H

N/F T.A. # 65.02-5-27 534 ARROWWOOD TRAIL

N/F T.A. # 65.02-5-26 536 ARROWWOOD TRAIL

DC END SECTION INV=349.83

343.17 (R)

N/F T.A. # 65.02-5-25 538 ARROWWOOD TRAIL

350.23

S-1 4' DIA M.H. RIM=357.87

D-3 END SECTION INV=350.21

S 5' DIA M.H. INSIDE DROP RIM=357.30

343.17 (R)

LOT 127

LOT 126

93'-24" HDPE @ 0.00%

D-5: 3'x3' INLET, TG=352.93 350.19 112'-24" HDPE @ 0.14%

S 342.89

296'-8" PVC @ 0.60%

342.80

S-2:5' DIA M.H.,RIM=358.13

S-3 4' DIA M.H. RIM=361.49 LOT 125

47'-12" HDPE @ 5.78%

DA END SECTION INV=352.83

DB END SECTION INV=352.90

SAN LAT

297'-10" SAN. @ 0.28% (R)

240'-8" PVC @ 0.34%

STM LAT

342.34 (R)

TP T F

SAN LAT

342.34 (R)

E

STM LAT

347.60

W

E

RGE 103 RGE T171 E

58'-24" HDPE @ 0.69%

216'-8" PVC @ 0.92%

349.60

WV

OH

C.O. C.O.

WS

SAN LAT

S

352.88 36'-30" HDPE @ 0.17%

25'-30" HDPE @ 0.00%

7'-12" HDPE @ 27.29% 352.90

349.67

YWD

OH

APPROXIMATE LOCATION TOWN LOT 6 APPROXIMATE LOCATIOEN TOWN LOT 12 E

OH

STM LAT

350.56

352.35

216'-8" PVC @ 0.40%

350.53

W

362.2

DB-5.2 2'x2' INLET TG=365.76

OH

S WV

C.O.

S

0+00

352.61

DC-1: TG=355.75

W

DPE @ 0.52%

352.38

C.O. WS

C.O.

D

N/F WALTER & BARBARA RYKOJC T.A. # 65.02-01-022 1536 SCHLEGEL ROAD

W

06'-12" H

352.63

1+00

2+00

DA-1: 5' DIA M.H.,RIM=358.13

352.91 12'-12" HDPE @ 14.17% 353.53

DB-1:6' DIA M.H.,RIM=359.72

353.01 D

3+00

4+00

W

0 1

43'-30" HDPE @ 0.09% 350.56

353.30

W

362.8

PROPOSED STORM SEWER EASEMENT TO THE TOWN OF WEBSTER

D

(60.0' WIDE R.O.W.)

355.31

W

21-12" HDPE @ 0.33%

W

5+00

INV=353.74

WV

WV W

DC-2: TG=355.83

8" D.I.P. CLASS 52 WATER MAIN

352.95

WV

RGE 24A

INV=354.00

EX. BLOW OFF

H Y

N/F ZYGMUNT & MARIA SUCHODOLSKI T.A. # 065.020-01-021 1532 SCHLEGEL ROAD

OH

D-5.3 2'x2' INLET TG=367.2

7+00

6+00

N/F T.A. # 65.02-5-23 542 ARROWWOOD TRAIL

358.61

F

12" CPP

H Y

355.39

N/F T.A. # 65.02-5-24 540 ARROWWOOD TRAIL

DB-5 5' DIA M.H. RIM=366.97

SAN LAT

WTR LAT

INV=353.14

358.66

D S

N/F T.A. # 65.02-5-4 HACKBERRY WAY

119'-30" HDPE @ 0.09% DA-2 5' DIA INLET M.H. TG=357.91

LOT 103

N/F T.A. # 65.02-5-3 ARROWWOOD TRAIL

S

OH

WV

EX HYDRANT

361.21

RGE 24 RTC 14

LOT 104

WTR LAT

N/F DAVID SCHMIDL T.A. # 065.020-01-019 LIBER 11842 PAGE 525 1528 SCHLEGEL ROAD

OH

WV

LOT 120

0.05'

SAN LAT STM LAT

PIN IN CONCRETE FOUND

OH

361.20

EX WATER VALVE

LOT 218

355.79 353.19

S-4 LOT 124 4' DIA M.H. RIM=359.85

LOT 123

N/F T.A. # 65.02-5-22 544 ARROWWOOD TRAIL

N/F T.A. # 65.02-5-21 546 ARROWWOOD TRAIL

MB

215-15" HDPE @ 1.00%

C.O. WS

2.07'

PROPOSED STORM SEWER EASEMENT TO THE TOWN OF WEBSTER

S

D

C.O.

LOT 121

STM LAT WTR LAT

C.O.

20'-12" HDPE @ 1.50%

ARROWWOOD TRAIL

C.O.

WS

1.36'

298'-8" PVC @ 0.39%

W

8+00

DB-2 5' DIA M.H. RIM=359.66

LOT 122

358.00

C.O. C.O. SAN LAT

236'-8" PVC @ 0.69%

C.O. WS

S-5 4' DIA M.H. RIM=361.70

11'-12" HDPE @ 3.72%

C.O.

EX HYDRANT

H "T" POST FOUND

TP

352.95

C.O. C.O.

C.O.

WS

INV=354.80

WS

C.O.

WTR LAT

SAN LAT

EX WATER VALVE

T

C.O.

213'-8" PVC @ 0.89%

S-6 4' DIA M.H. RIM=364.78

SAN LAT

WV

C.O.

TP

WTR LAT SAN LAT

GV

C.O.

N/F DA-1.1 T.A. # 65.02-5-112'x2' INLET HACKBERRY WAY TG=358.09

DB-1B 2'x2' INLET TG=359.24 INV=355.54

SAN LAT

WTR LAT STM LAT

WS

WTR LAT

C.O.

353.21

C.O.C.O.

F

DB-4 5' DIA M.H. RIM=364.93

357.93

C.O. W

WTR LAT

WV

18 +0 0

WS

WS C.O.

STM LAT

9+00

SAN LAT

LOT 217

4.6 36

STM LAT

355.90

STM LAT WTR LAT

WV

C.O.

355.83

WS

353.06

C.O.

O

19'-12" HDPE @ 0.11%

5.15

C.O.

WTR LAT

F

8'-12" HDPE @ 0.70%

WTR LAT

C.O.

.65

6 D 357.61 S 35

355.22

DB-1A 2'x2' INLET TG=359.16 INV (IN DB-1B)=355.24 INV (OUT DB-1)=355.21

10+00

SAN LAT STM LAT

C.O.

PE @ 8" HD

LOT 111

297'-24" HDPE @ 0.77%

SAN LAT

EX VALVE

11+00

SAN LAT

360

H Y

357.7

2.77%

7% @ 2.2 " PVC C.O. 119'-8

D S

W

LOT 113

DB-1.2 5' DIA M.H., RIM=359.88

W

STM LAT

2 0.4

C.O.

104-1

360.84

WS C.O.

WV

DA-3 5' DIA M.H. RIM=357.70

OH

C.O.

C.O. 3 4.1 36

DB-4.1 2'x2' INLET TG=364.29 INV (OUT DB-4)=361.25 INV (IN DB-4.2)=361.25

SAN LAT

F

D

N/F BRYAN FRANK T.A. # 65.02-01-41 LIBER 10334 PAGE 443 1533 SCHLEGEL ROAD

N/F T.A. # 65.02-5-5 517 HACKBERRY WAY

LOT 105

0.80'

C.O. C.O.

W

WTR LAT

9% 0.4

DP

DB-7 2'x2' INLET TG=368.0

0.2 9

D 363.

EX HYDRANT

12+00

W

N/F T.A. # 65.02-5-12 533 ARROWWOOD TRAIL

353.06

WS

C.O.

W

C.O.

0 +0 13

W

S

F T TP

C.O.

W

WS

20'-12" HDPE @ 0.20%

WS

7'-12" HDPE @ 9.80%

DA-3.2 2'X2' INLET TG=357.15

LOT 112 LOT 114

355.47

"H '-12

130

"H '-15

E@ DP

DISINFECTION AND SAMPLING TAP

F

C.O.

357.82

+0 17

DB-6 4' DIA M.H. RIM=368.55 S-8 4' DIA M.H. RIM=368.68

C.O.

DB-4.2 2'x2' INLET TG=364.33 INV=361.29

LOT 219

C.O.

OH

F

SAN LAT

C.O.

WS

230'-18" HDPE @ 0.74%

STM LAT

DB-2.1 2'x2' INLET TG=358.75 INV (IN DB-2.2)=355.74 INV (OUT DB-2)=355.66

353.14

STM LAT

SAN LAT

WTR LAT

DB-2.2 2'x2' INLET TG=358.77 INV=355.90

23'-12" HDPE @ 0.47%

WIDE R.O.W.)

WTR LAT

DB-8 2'x2' INLET TG=368.0

OH

STM LAT

N/F T.A. # 65.02-5-13 535 ARROWWOOD TRAIL

DA-3.1 2'X2' INLET TG=357.14

WTR LAT

WS

F

W

CONTRACTOR TO REMOVE BLOW OFF AND CONNECT TO EXISTING 8" WATER MAIN UNDER MCWA INSPECTION.

S

LOT 216

DB-3 5' DIA M.H. RIM=361.91

LOT 119

R SEWE ITARY EBSTER N A S OF W OSED PROP THE TOWN O T MENT

21'-12" HDPE @ 0.76% LOT 115

S-2.9 4' DIA M.H. RIM=369.0

C.O.

HACKBERRY WAY

LOT 116

177'-15" HDPE @ 0.46%

LOT 215

N/F T.A. # 65.02-5-14 537 ARROWWOOD TRAIL

N/F T.A. # 65.02-5-15 539 ARROWWOOD TRAIL

SAN LAT STM LAT

T

LOT 117

LOT 118

C.O.

DA-11 4' DIA M.H. RIM=369.3

ASPH. DRIVE

(60.0'

C.O.

PROPOSED STORM SEWER EASEMENT TO THE TOWN OF WEBSTER

LOT 220

N/F T.A. # 65.02-5-16 541 ARROWWOOD TRAIL

DB-1.3 2'x2' INLET TG=358.59

119'-24" HDPE @ 0.45%

C.O.

W

N/F T.A. # 65.02-5-19 547 ARROWWOOD TRAIL

N/F T.A. # 65.02-5-17 543 ARROWWOOD TRAIL

3/4" IRON PIPE FOUND 0.14'

OH

N/F T.A. # 65.02-5-10 522 HACKBERRY WAY

186'-15" HDPE @ 0.54%

364.47 D

N/F T.A. # 65.02-5-18 545 ARROWWOOD TRAIL

LOT 106

SAN LAT STM LAT WTR LAT

F

DB-1.1 2'X2' INLET TG=356.76

N 1182391.70 E 812800.32 GRID

N/F HEIDI FRANK T.A. # 65.02-01-42 LIBER 9842 PAGE 317 1529 SCHLEGEL ROAD

WS

W

0.48%

DA-12 2'x2' INLET TG=368.0

EASE

37 4.

124'-12" HD PE @ 0.43%

PROPOSED 8" D.I.P ZINC COATED WATERMAIN

356.29

C.O.

365.00

C.O. C.O.

DA-4 5' DIA M.H. RIM=358.23

CONTRACTOR TO REMOVE BLOW OFF AND CONNECT TO EXISTING 8" WATER MAIN UNDER MCWA INSPECTION.

209-12" HDPE @

D

TP

C.O.

361.68

S-2.1 4' DIA M.H. RIM=358.35

S

3.7

C.O.

S

N/F T.A. # 65.02-5-6 519 HACKBERRY WAY

C.O. 1. 74

354.08

LOT 214

HY

EX HYDRANT

LOT 221

C.O.

LOT 110

LOT 229

361.58

S-2.8 4' DIA M.H. RIM=368.0 C.O.

C.O.

W T LA R T

DISINFECTION AND SAMPLING TAP

LOT 228

LOT 227

0.36' ASPH. DRIVE

W

LOT 226

PROPOSED HYDRANT WITH CONCRETE HYDRANT APRON

DB-1.5 2'x2' INLET TG=360.97

C.O.

PROPOSED 8" D.I.P ZINC COATED WATERMAIN

WS

EX VALVE

ST L M SA AT LA N T

LOT 225

PROPOSED HYDRANT WITH CONCRETE HYDRANT APRON

DA-6.1: 2'x2' INLET, TG=360.7 DA-6.2: 2'x2' INLET, TG=360.7

WS

C.O.

SAN LAT

D

W

C.O.

SCHLEGEL (49.5' R.O.W.) ROAD (COUNTY ROAD 3)

W

C.O.

REBAR W/CAP FOUND

WTR LAT SAN LAT STM LAT

12" CPP

C.O.

RTC 13

MB

O. WA W .) 14 Y +

C.O.

135'-24" HDPE @ 0.31%

F

WV

REBAR W/CAP FOUND

0.33'

OH

LOT 222

C.O.

C.O. C.O.

W

RGE 23A

LOT 107

351.71

R. C.O.

WS

LOT 102

135'-8" PVC @ 0.38%

STM LAT

353.67

HA C 0.0 KB 'W E ID RR E Y

C.O.

WTR LAT SAN LAT

4+00

5+00

23'-12" HDPE @ 0.43%

W

S

DA-10 5' DIA M.H. DA-10B RIM=366.05 2'x2' INLET TG=365.6 23'-12" HDPE @ 0.43%

4.1 7

357.20

W

DA-5 5' DIA M.H. RIM=359.19

357.10

6+00

7+00 WIDE R.O.W.)

N/F T.A. # 65.02-5-7 521 HACKBERRY WAY

352.25

S 354.22 D

S 353.40

5'-12" HDPE @ 1.00%

HACKBERRY WAY (60.0'

C.O. C.O.

WS

W

H

W 0 13 +0

D

C.O. C.O.

S-2.3 RIM 360.28

356.81

W

362.85 362.95

C.O.

353.44

C.O.

356.90

357.97

DA-7 5' DIA M.H. RIM=362.8

8+0 0

DA-6 RIM 360.84

223'-8" PVC @ 0.89%

355.42

C.O.

OH

W C.O.

S D

C.O.

N/F T.A. # 65.02-5-2 1527 SCHLEGEL ROAD

H

8.3

C.O.

F T TP

OH

C.O.

GV

S-2.2 4' DIA M.H. RIM=359.12

OH

WTR LAT

SAN LAT

STM LAT

OH

LOT 224

5.5

C.O.

296'-10" SAN. @ 0.28% (R)

23'-12" HDPE @ 0.86%

LOT 223

198'-24" HDPE @ 1.45%

192'-24" HDPE @ 0.56%

W

DA-8.1: 2'x2' INLET, TG=364.2 DA-8.2 2'x2' INLET TG=364.2 PROVIDE DISINFECTION / SAMPLING TAP

W

S-2.4 4' DIA M.H. RIM=362.3

C.O.

358.82

352.31

C.O.

INV=352.59

362.60

D

C.O.

174'-8" PVC @ 0.67%

C.O.

LOT 108

167'-8" PVC @ 0.65%

C.O.

LOT 202

LOT 203

LOT 204

W

DA-10.3 2'x2' INLET TG=367.0

C.O.

232'-12" HDPE @ 0.72%

PROPOSED 8" VALVE

LOT 205

INV=351.53

LOT 109

00 3+

LOT 213

C.O.

LOT 201

194'-8" PVC @ 1.06%

W

C.O.

360.00 360.10 360.30 9+ 00

W

PROPOSED 8" D.I.P ZINC COATED WATERMAIN

Y D

DA-10A 2'x2' INLET TG=365.6

W

194'-18" HDPE @ 0.74%

C.O.

INV=351.05

0.27'

1% 0.4

3 0.

9.8

NOT TO SCALE

OH

360.41

14'-12" HDPE @ 0.55%

10+00

11+00

W

S D

LOCATION SKETCH

N/F T.A. # 65.02-5-8 523 HACKBERRY WAY

0.14'

E DP

C.O.

@ 1.00%

% .7 4

DA-9 4' DIA M.H. RIM=366.65

C.O.

362.70 LOT 2125'-12" HDPE

76 3. 36

PE HD

12 5'-

357.57

359.92

S-2.7 4' DIA M.H. RIM=366.0

C.O.

359.92

0 +0 12

8 0.6

C.O.

270'-8" PVC @ 0.50%

'-8 74

LOT 211

H 2"

5 4. 36

12 0'0 1

3 36

6 .6

0.4

1 6'12

DA-10.2 2'x2' INLET TG=366.0

E DP H "

32 3. 6 3

22 3. 36

PROPOSED 20' WIDE STORM SEWER EASEMENT TO THE TOWN OF WEBSTER

C.O.

361.44

C.O.

359.02

186'-18" HDPE @ 0.57%

VC

C.O.

357.67

RIM=352.50

LOT 101

OH

DA-10.1 2'x2' INLET TG=366.0

C.O.

S-2.5 4' DIA M.H. RIM=365.0

Y D

266'-18" HDPE @ 0.57% cs C.O.

N/F T.A. # 65.02-5-1 1525 SCHLEGEL ROAD

15" CMP

0.41'

N/F T.A. # 65.02-5-9 525 HACKBERRY WAY

LOT 206

0.05'

S-2.6 4' DIA M.H. RIM=366.7

TOWN OF WEBSTER

W

LOT 210

S 12 9. D 35 54 1. 36

N 1181121.97 E 812519.55 GRID

S

LOT 209

5/8" REBAR FOUND

NORTH

N 1182031.73 E 812446.71 GRID

LOT 207

LOT 208

N 1182954.87 E 812431.85 GRID

OH

APPROXIMATE LOCATION TOWN LOT 7

APPROXIMATE LOCATION TOWN LOT 6

N/F XEROX CORPORATION T.A. # 65.020-01-040.111 750 PHILLIPS ROAD

N 1182434.19 E 812440.24 GRID

RGE T26 RTC 16

EXISTING UNDERGROUND UTILITIES EXISTING GAS

GAS METER

FLAG POLE

EXISTING ELECTRIC

SPRINKLER VALVE

MAILBOX

EXISTING GUARD RAIL

SPRINKLER HEAD

BOLLARD

TREE,HEDGE,EDGE OF WOODS

WATER VALVE

POST

EXISTING SWALE

WATER SERVICE

SIGN

HYDRANT

SIGN

SV

WV WS

WM

x 420.4

MONITOR WELL

HANDICAP

BORE

STOP BAR

CABLE TV PEDESTAL

TREE DECIDUOUS

SIGNAL POLE

TREE CONIFEROUS

UTILITY POLE

BUSH AC

PULL BOX

G

BARBED WIRE,STOCKADE,CHAIN LINKED FENCE EXISTING CONTOUR

CONCRETE PAD/ CONCRETE SIDEWALK

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.

GAS UTILITY LATH WATER UTILITY LATH

TELEPHONE UTILITY LATH

TR

TRAFFIC PULL BOX

ELECTRIC UTILITY LATH

T

TRANSFORMER

CABLE UTILITY LATH

· ·

AIR CONDITIONING UNIT SANITARY UTILITY LATH

EXISTING SPOT ELEVATION @ X

SIGN TURNING ARROW

TELEPHONE PULL BOX

, 410

WELL

ELECTRIC PULL BOX

MB

WATER METER

GUY WIRE

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.

HYDRANT FLOW TEST DATA

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

DATA SUPPLIED BY THE MCWA LOCATION: 1564 SCHLEGEL ROAD TEST DATE: 6/25/2024 STATIC PRESSURE = 56 P.S.I. OBSERVED FLOW = 1,094 G.P.M. RESIDUAL PRESSURE = 42 P.S.I. Q20= 2,313 G.P.M.

PLEASE NOTE THE FOLLOWING INFORMATION

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.

10' MIN.

PE WATER SERVICE FROM THE CURB BOX TO THE HOUSE

LATERALS AND SERVICES TO EXTEND 11' PAST THE R.O.W. LINE OR 11' PAST A PERMANENT EASEMENT LINE, WHICHEVER IS GREATER.

DRIVEWAY

CLEAN OUT

4" DIA. SAN. LATERAL

6" DIA. STM LATERAL

FOR SETBACK INFO, SEE PLAT MAP FOR INDIVIDUAL LOT SPECIFICATIONS.

CLEANOUT(S), ON R.O.W. LINE OR EASEMENT LINE; EXTEND LATERAL 11' PAST CLEAN OUT. PROVIDE BRASS CAP. CURB BOX FOR THE WATER SERVICE ON R.O.W. LINE R.O.W. LINE

11' SANITARY SEWER STORM SEWER

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. 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

WYE

ROAD CENTERLINE

MANHOLES ARE NOT TO CONFLICT WITH DRIVEWAY

W

R.O.W. LINE HYDRANT IN LINE WITH PROPERTY LINE BOUNDARY

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

NOTE

WATERMAIN CROSSING IS SUBJECT TO M.C.H.D. REGULATIONS

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

BY:

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

DRIVEWAYS TO HAVE 5 FOOT MINIMUM SEPARATION.

DATE

TOWN ENGINEER

BY:

DATE

PLANNING BOARD CHAIRPERSON

TYPICAL LATERAL LAYOUT DETAIL BY:

NOT TO SCALE 3.

APPROVALS

8" MIN. DIA. WATERMAIN

COPPER WATER SERVICE FROM THE WATERMAIN TO THE CURB BOX.

DATE

TOWN ASSESSOR

BY:

DATE

HIGHWAY SUPERINTENDENT

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTHMONROE COUNTY DEPARTMENT OF PUBLIC HEALTH

BY:

DATE

WEBSTER SEWER DISTRICT

THESE PLANS FOR PUBLIC SANITARY SEWER EXTENSION / THESE PLANS FOR PUBLIC WATER SYSTEM EXTENSION / IMPROVEMENTS ARE HEREBY APPROVED PURSUANT TO ARTICLE IMPROVEMENT ARE HEREBY APPROVED PURSUANT TO 17 OF THE NYS ENVIROMENTAL CONSERVATION LAW SUBJECT 10NYCRR5 OF THE STATE SANITARY CODE SUBJECT TO TO CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL

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.

DIRECTOR OF PUBLIC HEALTH

BY

PUBLIC HEALTH ENGINEER

DATE

BY

PUBLIC HEALTH ENGINEER

BY:

DATE

FIRE MARSHALL

BY:

DIRECTOR OF PUBLIC HEALTH

DATE

DIRECTOR OF COMMUNITY DEVELOPMENT

DATE

BY:

DATE

MONROE COUNTY WATER AUTHORITY

PROJECT ENGINEER

GRAPHIC SCALE 0

100

02/03/2025

REVISED PER MCWA COMMENTS DATED 2/3/25

WTA

MOR

NO.

DATE

REVISION

BY

CHKD.

APVLS.

ED

( IN FEET ) 1 inch = 50 ft.

L O R IT

C

Y

NS

200

E HA

M.O.R. DRAWN BY

H

TE

OF NEW

RK O IE

THE PRESSURE AND FLOW DATA PROVIDED HEREIN REPRESENTS THE CALCULATED VALUES FOR THIS LOCATION IN THE DISTRIBUTION SYSTEM BASED ON TYPICAL LOW OPERATING CONDITIONS. THESE VALUES CAN VARY DEPENDING ON DEMANDS, OPERATIONAL PARAMETERS, SYSTEM CONFIGURATIONS, SUBSEQUENT MODIFICATIONS AND OTHER RELATED CRITERIA. PLEASE CONTACT TONY PIASCIK AT 585-442-2001 EXT 273 WITH ANY QUESTIONS OR CONCERNS.

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.

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.

4" DIA.

L I CE

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

THE WATER MAIN SHALL NOT BE PLACED INTO SERVICE UNTIL SO AUTHORIZED BY THE MONROE COUNTY DEPARTMENT OF HEALTH.

GAR.

HOUSE

PR

0 9 6 1 84

OF E AL S S I ON

W.T.A. BOUNDARY

---

ER

UTILITY POLE WITH LIGHT

W

WHERE WATER SERVICE CROSSES STORM AND/OR SANITARY SEWER MAINS OR LATERALS, AN 18" MIN. SEPARATION IS REQUIRED.

TOPO/BASE

I NE

EXISTING TELEPHONE

EXISTING OVERHEAD UTILITIES

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)

4" DIA. STORM DRAIN BEYOND CELLAR EXCAVATION

---

NG

LIGHT POLE

RGE T27 RTC 17

NOTES:

E

GAS VALVE

RIM=352.11

OPEN SPACE TO TOWN OF WEBSTER #1

GUTTER INLET

LOT LINE

A

LAMP POST

S

LOT LINE

C

CLEAN OUT

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

N/F T.A. # 65.02-4-67 TERRA VERDE WAY

LOT 134

ST

TRAFFIC CONTROL CABINET

GAS SERVICE

EXISTING SANITARY SEWER, & MANHOLE.

SANITARY MANHOLE

GM

SH

EXISTING WATER MAIN, VALVE, & HYDRANT.

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.

LOT 132

THE WATER MAIN SHALL BE DISINFECTED EQUAL TO A.W.W.A. STANDARD LOT FOR133 "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

MI

PEDESTRIAN POLE

6 4.3

MANHOLE

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.

PHONE BOOTH

EXISTING LOT 201UTILITIES (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.

C

END OF PIPE

GV GS

TELEPHONE PEDESTAL

M.C.H.D. WATER MAIN NOTES

LOT 131

PV

T TP

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

MATERIAL

WATER MAIN(S) SHALL BE 8-INCH DUCTILE IRON CEMENT-LINED CLASS 52 ZINC COATED. WATER SERVICE(S) SHALL BE 1-INCH TYPE K COPPER FROM THE WATER MAIN TO THE CURB BOX AND 1-INCH (TYPE K SOFT COPPER OR PE #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.

MAXIMUM ALLOWABLE INFILTRATION OR LOT 202 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).

GENERAL UTILITY NOTES N/F T.A. # 65.02-6-11 537 TERRA VERDE WAY

TELEPHONE MANHOLE

N/F T.A. # 65.02-6-12 539 TERRA VERDE WAY

.64

CATCH BASIN END SECTION

ELECTRIC MANHOLE ELECTRIC METER

SANITARY SEWER NOTES

LOT 209

LINE LEGEND

INLET DRAINAGE MANHOLE

N/F T.A. # 65.02-6-13 541 TERRA VERDE WAY

3 34

E EM

N/F T.A. # 65.02-6-14 543 TERRA VERDE WAY

6" PVC

C PV 4"

DRAINAGE MANHOLE

N/F T.A. # 65.02-6-15 545 TERRA VERDE WAY

WATER MAINS AND APPURTENANCES TO BE LOT 205 CONSTRUCTED IN ACCORDANCE REGULATIONS LOT 204 WITH THE LOT 203 LOT 207 LOT 206 AND SPECIFICATIONS OF THE WATER AUTHORITY:

· ·

SYMBOL LEGEND

N/F T.A. # 65.02-6-16 547 TERRA VERDE WAY

RIM=351.53 343.55

10" PVC

LOT 208

PUBLIC WATER SYSTEM NOTES

N/F T.A. # 65.02-4-32 531 TERRA VERDE WAY

18" CMP

N/F T.A. # TBD TERRA VERDE WAY

N/F T.A. # 65.02-6-17 549 TERRA VERDE WAY

N/F T.A. # 65.02-4-31 535 TERRA VERDE WAY

344.46

N/F T.A. # 65.02-6-21 557 TERRA VERDE WAY LOT 210

LOT 261 N/F T.A. # TBD TERRA VERDE WAY

INV=350.00

S

06 6. 34 343.59

LOT 262

N/F T.A. # 65.02-6-19 ARROWWOOD TRAIL

343.54

W

N/F 800 PHILLIPS ROAD LLC T.A. # 65.020-01-040.221 LIBER 10731 PAGE 75 REMAINDER OF LIBER 362 OF MAPS PAGE 43

N/F T.A. # 65.02-6-26 ARROWWOOD TRAIL

BELLA TERRA SUBDIVISION SECTION 1

OH

N 11881136.36 E 813300.04 GRID

BELLA TERRA SUBDIVISION SECTION 2

INV=350.49

16+61

RGE 26-1

DATE

3/31/2025 SCALE

1"=50'

TITLE OF PROJECT

THE MEADOWS TWO

CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE 217 LAKE AVENUE ROCHESTER, NEW YORK 14608 (585) 458-3020

SECTION 2 TITLE OF DRAWING

UTILITY PLAN TAX PARCEL 065.020-01-040.224 TOWN LOT 6 & 7 , TOWNSHIP 14 , RANGE 4, SECTION 11, PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

LOCATION OF PROJECT

CLIENT

800 PHILLIPS ROAD, L.L.C. 55 ALLIED WAY HILTON, NEW YORK 14468 PHONE NO.: 585-392-3222

DWG. #

4500.21

CA110 SHEET 2 OF 5

TEST BORING SUMMARY

36 0

S-2.3 RIM 360.28

S

D RIM = 360.84

RIM = 360.28

364

366

362

0 15+0

35 9

1+00

358 E

358

359

360

A-23

352

D

INV=349.60

E

N/F WEBSTER CENTRAL SCHOOL DISTRICT T.A. # 065.020-01-024 1548 SCHLEGEL ROAD

359

355

A-24

354

362

1 36

36 4

367

SF

D

16+00

E

SF LOD

366

LOD 35

16+61

RIM=351.53

369

E

3'x10' BOX CULVERT INV=348.06

A-1 A-3

A-5

APPROXIMATE LOCATION TOWN LOT 7 E APPROXIMATE LOCATIOEN TOWN LOT 14

E

INV=348.83

350 351

E

353

LOD

SF 0 +0 14

367

367 LOD

SF LO

SF 370

351

SF

D LOD SF

SF SF

35 4

LO D LOD

SF

SF 7 36

LO

D

SF LOD

353

X

SF LO D

SF LO

D

LO

1 37

LOD

A-4

351

357

358

A-2

3'x10' BOX CULVERT INV=348.42

N/F TERESA BELEC T.A. # 065.020-01-023 1540 SCHLEGEL ROAD LIBER 11240 PAGE 631

351 A-8

A-21

354

E

356

A-7

E

WETLAND LIMITS PER DELINEATION PERFORMED BY ENVIROMENTAL RESOURCES ON 02/18/2021

5 56. X3 3 D 35 END SECTION INV=349.97 352

X 356.5

356

352

LO D

PA

362

PA 367

D= 36 7.0

W

SF

36 8.0 6

6 36

PA

368

367 HA

0.0 '

.O .

CK B W ER ID E RY R

368 .7

W

A .) 1 Y

S

36 7.3

D= PA

8 36

+0 0

X

+0 0 13

8 36

9 36

X X

370

36 9

16+00

LO D N/F T.A. # 65.02-5-20 548 ARROWWOOD TRAIL

355

INV=354.00

DB-5.1 2'x2' INLET TG=365.60

353

LOD

SF

X

LOD

X

SF 37 2

SF

A-19

A-9 A-11

354

N/F T.A. # 65.02-5-50 ARROWWOOD TRAIL

A-20

A-22

E

A-17

358

361

353

THE MEADOWS TWO A-13 SUBDIVISION SECTION 1

INV=353.14

D-6 TG=353.5

S-7 4' DIA M.H. RIM=367.1

A-12

TG=355.28

S

355

DISCHARGE STRUCTURE (SEE DETAIL) D-2 346 INV=348.50 348 350 351 352 353 354

355

S 5' DIA M.H. INSIDE DROP RIM=357.30

6 35

D-1 DISCHARGE STRUCTURE D-1 (SEE DETAIL)

354

A-14 353 A-15

A-18

X

LOD

E

A-16

355 356

X

SF

APPROXIMATE LOCATION TOWN LOT 6 APPROXIMATE LOCATIOEN TOWN LOT 12 E

DB-5.2 2'x2' INLET TG=365.76

353

351

DC DC END SECTION INV=349.83 POND TO SERVE AS SEDIMENTATION BASIN DURING CONSTRUCTION

350

T.A. # 65.02-5-27 534 ARROWWOOD TRAIL

361

X

346

352

350

S-1 4' DIA M.H. RIM=357.87

348

D-3

D-4: 3'x3' INLET, TG=353.28

D-6: 3'x3' INLET, TG=353.12

N/F T.A. # 65.02-5-23 542 ARROWWOOD TRAIL

351

350

348

362 N/F

N/F T.A. # 65.02-5-26 536 ARROWWOOD TRAIL

S-2:5' DIA M.H.,RIM=358.13

354

356

N/F T.A. # 65.02-5-25 538 ARROWWOOD TRAIL

S

346

360

X

357 356 353 352

DA END SECTION INV=352.83

DA

S RIM=358.5

356

366

N/F T.A. # 65.02-5-24 540 ARROWWOOD TRAIL

X

350

N/F T.A. 3 # 65.02-5-22 6 5443ARROWWOOD TRAIL

0+00

1+00

S

359

S

D-5 TG=353.5

X

RIM = 358.13 RIM = 358.13

357

D-4 TG=353.5

D-5: 3'x3' INLET, TG=352.93

357

LOT 127

LOT 126

361

LOT 125

S-3 4' DIA M.H. RIM=361.49

362

S-4 LOT 124 4' DIA M.H. RIM=359.85

DB

357

X

STOCK PILE AREA

D

356

DB END SECTION INV=352.90

362

DC-1: 35TG=355.75

X

DB-1:6' DIA M.H.,RIM=359.72 D RIM = 359.72

T

361

2+00

357

361

LOT 123

362

DA-1: 5' DIA M.H.,RIM=358.13

TG = 359.16

RIM = 361.49

D

LO

LOD

X

INV=353.74

6+00

(60.0' WIDE R.O.W.)

4+00

5+00

RIM = 359.66D

DB-2 5' DIA M.H. RIM=359.66

LOT 122

DB-5 5' DIA M.H. RIM=366.97

X

3+00

S

LOT 121

D S

LOT 218

2.07'

GV

N/F WALTER & BARBARA RYKOJC T.A. # 65.02-01-022 1536 SCHLEGEL ROAD

X

D RIM = 359.66 S RIM = 359.85

S-5 4' DIA M.H. RIM=361.70

N/F T.A. # 65.02-5-21 546 ARROWWOOD TRAIL

DC-2: TG=355.83

X

T

365

LOT 120

N/F ZYGMUNT & MARIA SUCHODOLSKI T.A. # 065.020-01-021 1532 SCHLEGEL ROAD

X

7+00

TG = 358.75

X

=3 68. 5

S

X

LO D

PA D

0.80'

X

367 H.P.=367.21

358

X

LOD

367

N/F T.A. # 65.02-5-4 HACKBERRY WAY

359

ARROWWOOD TRAIL

361

8+00

9+00

DB-4 5' DIA M.H. RIM=364.93

INV=354.80

LOT 103

N/F T.A. # 65.02-5-3 ARROWWOOD TRAIL

TG = 359.24

10+00

364

S-6 4' DIA M.H. RIM=364.78

DB-1B 2'x2' INLET TG=359.24 INV=355.54

0.05'

PIN IN CONCRETE FOUND

359

362

363

367.68 (BINDER)

"T" POST FOUND

TG = 357.91

S

SF

N/F DA-1.1 T.A. # 65.02-5-112'x2' INLET HACKBERRY WAY TG=358.09

TG = 358.77

D S

DA-3 5' DIA M.H. RIM=357.70

LOT 104

360

D 13

DB-1A 2'x2' INLET TG=359.16 INV (IN DB-1B)=355.24 INV (OUT DB-1)=355.21

DB-1.2 5' DIA M.H., RIM=359.88

RIM = 357.70 T

N/F DAVID SCHMIDL T.A. # 065.020-01-019 LIBER 11842 PAGE 525 1528 SCHLEGEL ROAD

63 11+00

D LO 18 +0

LOT 113

D

359

LOT 114

361

12+00

X

370

0.3

= 37

0 +0

PAD

370

369

DB-4.1 2'x2' INLET TG=364.29 INV (OUT DB-4)=361.25 INV (IN DB-4.2)=361.25

362 T

6 36

DB-2.1 2'x2' INLET TG=358.75 INV (IN DB-2.2)=355.74 INV (OUT DB-2)=355.66

X

364

369 .3

D

PA D= LOT 217 369.9

DB-7 TG=368.0

X

LOD

LOT 219 PA D=

WIDE R.O.W.)

370

PAD= 370.2

370

LOD

DB-3 5' DIA M.H. RIM=361.91

LOT 112

X

WOODED AREA

(60.0'

LOT 117

DB-2.2 2'x2' INLET TG=358.77 INV=355.90

N/F BRYAN FRANK T.A. # 65.02-01-41 LIBER 10334 PAGE 443 1533 SCHLEGEL ROAD

N/F T.A. # 65.02-5-5 517 HACKBERRY WAY

LOT 105

1.36'

N/F T.A. # 65.02-5-12 533 ARROWWOOD TRAIL

LOT 115

X

TG = 357.15

LOT 111

DB-4.2 2'x2' INLET TG=364.33 INV=361.29

X

X X

HACKBERRY WAY

N/F T.A. # 65.02-5-13 535 ARROWWOOD TRAIL

DA-3.2 2'X2' INLET TG=357.15

X

N/F T.A. # 65.02-5-14 537 ARROWWOOD TRAIL

358

X

DB-1.3 2'x2' INLET TG=358.59

N/F T.A. # 65.02-5-15 539 ARROWWOOD TRAIL

TG = 356.76

N 1182391.70 E 812800.32 GRID

358

PA D= 36 8.7

X X

369.6

SF

LOD

DA-3.1 2'X2' INLET TG=357.14

358

SF

ASPH. DRIVE

N/F T.A. # 65.02-5-10 522 HACKBERRY WAY

LOD

SF

LOD

TG = 358.59

PROPOSED INLET PROTECTION (TYP) N/F 36 2 # 65.02-5-16 T.A. 541 ARROWWOOD TRAIL

LOD

SF

DB-1.1 2'X2' INLET TG=356.76

360

361

X

N/F T.A. # 65.02-5-17 543 ARROWWOOD TRAIL

LOD

SF

X

N/F T.A. # 65.02-5-18 545 ARROWWOOD TRAIL

3/4" IRON PIPE FOUND 0.14'

DA-4 5' DIA M.H. RIM=358.23

X

PROPOSED SILT FENCE (TYP.)

X

PAD=

362 359.9

364

RIM = 358.23

355

D LO

X

LOD

SCHLEGEL (49.5' R.O.W.) ROAD (COUNTY ROAD 3)

SF

PROPOSED LIMITS OF DISTURBANCE

LOT 106

MB

LOD

N/F HEIDI FRANK T.A. # 65.02-01-42 LIBER 9842 PAGE 317 1529 SCHLEGEL ROAD

MB

SF

N/F T.A. # 65.02-5-6 519 HACKBERRY WAY

S-2.1 4' DIA M.H. RIM=358.35

0.27'

LOT 229

363

X

0.14'

LOT 227

LOT 228

D

LOT 110

0.36'

ASPH. DRIVE

357

PAD= 361.8

REBAR W/CAP FOUND

8 35

LOD

SF

LOT 119

S-8 RIM=369.3

X

TG = 360.97

36 8

LOT 216

X

LOD

N/F T.A. # 65.02-5-19 547 ARROWWOOD TRAIL

H.P.=369.11 STA 16+66

DB-6 4' DIA M.H. 36 RIM=368.55 8 DB-6 S-8 RIM=369.20 S 4' DIA M.H. RIM=368.68

.5x 368

SF

LOT 226

36 4

X

366

369

37 0

X

DB-1.5 2'x2' INLET TG=360.97

362

365

PAD= 362.8

PAD= 360.8

LOT 116

S

DB-8 TG=368.0

LOT 220

S-2.9 RIM=369.0

LOT 215

SF

LOD

SF

LOT 118

DA-11 RIM=369.3

RIM = 358.35

PAD= 363.8 LOD

SF 36

LOT 221

S

LOD

. 4 66 3+7 3 .= 1 P A . L ST

DA-6.2 TG=360.7

360

368

D

9.4 x36

DA-10B TG=365.6

5.0

366

S

X

S-6

7 36

0.33'

X

LOT 225

365

366

REBAR W/CAP FOUND

X

DA-6.1 TG=360.7

= 36

X

S-2.8 RIM=368.0

DA-12 TG=368.0

LOT 222

367

368

X

PAD

X X

X

LOD

LOT 214

(60.0'

LOT 107

4+00

5+00

6+00

7+00 WIDE R.O.W.)

LOT 102

CONSTRUCTION ENTRANCE

X

LO D

X

368

369

X

LOT 213 X

DX

X

LO D

7 36 DA-10A TG=365.6

DA-7 RIM=362.8

102

356

LOT 212

X X

X

3 53

RIM = 359.19

359.92 (BINDER)

X

DA-10.2 TG=366.0

DA-10.3 TG=367.0

LOT 224

LOT 223

HACKBERRY WAY

364

7 36

DA-10 RIM=366.05

8+0

DA-5 5' DIA M.H. RIM=359.19

RIM = 359.12

S D

N/F T.A. # 65.02-5-7 521 HACKBERRY WAY

INV=352.59

S D

X

LO D

.6x 366

35 6

355

DA-6 RIM 360.84

T

N/F T.A. # 65.02-5-2 1527 SCHLEGEL ROAD PROPOSED STABILIZED

356

X

365

S-2.2 4' DIA M.H. RIM=359.12

35 4

LOD

36 8.0

S-2.4 RIM=362.3

GV

352

353

354

12"

5 35

LOT 108

DA-8.2 TG=364.2

INV=351.53

WOODED AREA

7 35

PAD= 361.2

PAD= 366.2

PAD= 367.1

PA

PAD= 362.9

INV=351.05

351

LOD

367

PAD= 362.1

PAD= 360.8

NOT TO SCALE

364

LOT 203

367

4.0

LOT 204

LOCATION SKETCH

= 36

LOT 109

360

LOT 202

LOT 101

PROVIDE SILTATION FENCE (SEE DETAIL) (TYP.)

PAD

X

7 36

LOT 201

LOT 205

SF

X

361

101

N/F T.A. # 65.02-5-1 1525 SCHLEGEL ROAD

N/F T.A. # 65.02-5-8 523 HACKBERRY WAY

361

LO D

LOT 211

X

359

360

362

PROPOSED LIMITS OF DISTURBANCE

N/F T.A. # 65.02-5-9 525 HACKBERRY WAY

0 +0 12

SF

8 35

DA-9 RIM=366.65

10+00

11+00

358

SF

7 36

H.P.=367.00 STA 12+42

SF

361

S D

DA-8.1 TG=364.2

SF 8

RIM=352.50

357

S-2.5 RIM=365.0

S-2.6 RIM=366.7 S D

367.3x

DA-10.1 TG=366.0 PROPOSED INLET PROTECTION (TYP)

= 36 5.0

367

SF

S

355 355 355

PAD

X

N 1181121.97 E 812519.55 GRID

SF

LOT 206

PAD= 367.4

X

N/F 800 PHILLIPS ROAD LLC T.A. # 65.020-01-040.221 LIBER 10731 PAGE 75 REMAINDER OF LIBER 362 OF MAPS PAGE 43

LOT 206

LOT 205

LOT 204

LOT 207

N/F T.A. # 65.02-6-13 541 TERRA VERDE WAY

361

N/F T.A. # 65.02-6-14 543 TERRA VERDE WAY

362

N/F T.A. # 65.02-6-15 545 TERRA VERDE WAY

LOT 203

N/F T.A. # 65.02-6-12 539 TERRA VERDE WAY

N/F T.A. # 65.02-6-11 537 TERRA VERDE WAY

LOT 202

LOT 201

0 36

LOT 131

LOT 132 LOT 133

N/F T.A. # 65.02-4-67 TERRA VERDE WAY

LOT 134

370

371

EXISTING PAVEMENT

CUTOFF TRENCH 18" WIDE 6" DEEP

SLOP

H

E

TOE

PROFILE

ND

RLA

OVE

346

5' MAX. (CENTER

20' WIDE UTILITY EASEMENT

346

TRENCH TO BE PERPENDICULAR TO OVERLAND FLOW

1.5' MIN.

FILTER FABRIC

SECTION A-A

346 HEIGHT OF FILTER = 16" MINIMUM

1 2

2 4

TRAPEZOIDAL CROSS-SECTION

ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE REMOVED AND DISPOSED OF SO AS NOT TO INTERFERE WITH THE PROPER FUNCTIONING OF THE SEDIMENTATION TRENCH.

THE SEDIMENTATION TRENCH SHALL BE EXCAVATED OR SHAPED TO LINE, GRADE, AND CROSS SECTION AS REQUIRED TO MEET THE CRITERIA SPECIFIED HEREIN, AND BE FREE OF BANK PROJECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE NORMAL FLOW.

FILLS SHALL BE COMPACTED AS NEEDED TO PREVENT UNEQUAL SETTLEMENT THAT WOULD CAUSE DAMAGE TO THE TRENCH.

STABILIZATION SHALL BE DONE ACCORDING TO THE APPROPRIATE STANDARD AND SPECIFICATIONS FOR VEGETATIVE PRACTICES.

1 1

SECTION B-B

CONSTRUCTION SPECIFICATIONS 1.

347 2% MIN. SLOPE

PERSPECTIVE VIEW

347

RIGHT-OF-WAY LINE

1. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION.

MANHOLE (SEE PLAN VIEW FOR INVERTS)

18"

CONSTRUCTION SPECIFICATIONS

8" MINIMUM

CONSTRUCTION NOTES

FILTER FABRIC

347 24" MAX @ CENTER

4'MIN. WIDTH

STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES AND LOCATIONS SHOWN IN THE PLAN. SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING AROUND THE DAM. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE. MAXIMUM DRAINAGE AREA 2 ACRES.

PROPOSED CONTOUR

420 x 4

EXIST./PROP. SPOT ELEVATION @ X

BARBED WIRE, STOCKADE FENCE, CHAIN LINKED FENCE FILTER FABRIC FENCING

GATHER EXCESS AT CORNERS

FILTER FABRIC DROP INLET PROTECTION

347 1

410

F.F.=348.5

SWALE, WATER, CREEK OR STREAM

FRAME

SEE NOTE 2

CUTOFF TRENCH DESIGN BOTTOM

B 2

TO CENTER)

EXIST. TREES TO BE PRESERVED

BURIED FABRIC

1' MIN.

347

9"MIN.

LENGTH

AS REQUIRED, 100 FT. MIN. FOR ACCESS TO COUNTY OR STATE ROADS, OTHERWISE, 50 FT. (EXCEPT ON SINGLE RESIDENCE LOT WHERE A 30 FT. MINIMUM LENGTH SHALL APPLY.

DROP INLET WITH GATE

EXISTING CONTOUR

347

FREEBOARD

STABILIZED CONSTRUCTION ENTRANCE DETAIL

EXIST. TREE, HEDGE, EDGE OF WOODS

345

STORM SEWER

ROAD CENTERLINE

2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY 6" AND FOLDED.

GUTTERS

RIGHT-OF-WAY LINE

NOTES:

347

1. SEE 225-44 OF THE TOWN CODE ZONING ORDINANCE FOR MIN. HEIGHT OF FIRST FLOOR ELEVATIONS WITH RELATION TO THE ELEVATION AT THE ROAD CROWN. 2. WHEN BUILT-IN AREA IS NOT ON STORM SEWER RUN, SPLASH BLOCKS MAY BE PERMITTED.

F.F.=348.5

CHECK DAM DETAIL

TYPICAL LOT GRADING DETAIL

NOT TO SCALE

SEDEMENTATION TRENCH DETAIL

EXISTING GRADE PROPOSED GRADE FLOW DIRECTION EASEMENT LINE SPLASH BLOCKS SUMP PUMP FIRST FLOOR ELEV.

3. MAINTENANCE SHALL BE PERFORMED AS NEEDED, AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.

SECTION VIEW

36" MIN. FENCE POSTS, DRIVEN 16" MIN. INTO THE GROUND.

EMBED FILTER CLOTH MIN. 8" INTO GROUND

STEEL, EITHER T OR U TYPE, OR 2" HARDWOOD.

FILTER CLOTH:

FILTER X, MIRAFI 100X, STABILINKA T140N, OR EQUAL.

PREFABRICATED UNIT:

GEOFAB, ENVIROFENCE, OR APPROVED EQUAL.

APPROVALS

CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE.

BY:

DATE

TOWN ENGINEER

STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET.

SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT.

FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME.

A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY.

UNDIST. GROUND

FLOW

POST MATERIAL:

CONSTRUCTION SPECIFICATIONS 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS.

20" MIN.

10' MIN EX. PAVE.

CONSTRUCTION SPECIFICATIONS AND NOTES

A

PROP. GUTTER AND CATCH BASIN EXISTING LIGHT & UTILITY POLES

B

NOT TO SCALE W FLO

CREST 24" MAX @ CENTER

FABRIC 3' MIN.

2"X4" WOOD FRAME

W

10' MIN

SAME ELEVATION

STONE BERM DROP INLET PROTECTION

NOT TO SCALE

INLET WITH TOP OF GRATE AND INVERT INFORMATION. (SEE PLAN VIEW)

A REFER TO GOVERNING AGENCY FOR INLET SPECIFICATIONS

TEMP. SEDIMENTATION BUILDUP. CONTRACTOR SHALL REMOVE AS NECESSARY

10' MIN

PLAN VIEW

345

X

FL O

VARIES SEE NOTE 4

346

#1 & #2 CRUSHED STONE

C/L

100' MINIMUM FOR ACCESS TO COUNTY OR STATE ROADS, OTHERWISE - 50' MIN.

SPACING VARIES

H (Ft) SLOPE (FT/FT)

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

STAKE

NOTES

1. ALL ROADWAY WEEPS SHALL HAVE UNDERDRAIN THE FULL LENGTH OF THE ROAD.

20' MIN. WIDTH STORM DRAINAGE EASEMENT TO THE TOWN OF WEBSTER

W

SECTION VIEW

12"

O

FILTER CLOTH

1.5' MAX.

3:1 SLOPE

12" MIN. 24" MAX.

FL

BY:

DATE

PLANNING BOARD CHAIRPERSON

BY:

DATE

TOWN ASSESSOR

BY:

DATE

HIGHWAY SUPERINTENDENT

MAXIMUN DRAINAGE AREA 1 ACRE

FILTER FABRIC SILT FENCING DETAIL

FILTER FABRIC DROP INLET PROTECTION DETAIL

NOT TO SCALE

BY:

DATE

WEBSTER SEWER DISTRICT

BY:

DATE

FIRE MARSHALL

BY:

DATE

DIRECTOR OF COMMUNITY DEVELOPMENT

PROJECT ENGINEER

DATE

REVISION

BY

CHKD.

APVLS.

PR

0 9 6 1 84

OF E AL S S I ON

W.T.A. BOUNDARY

ER

--TOPO/BASE

I NE

C

A NO.

ED

( IN FEET ) 1 inch = 50 ft.

NS

200

---

NG

100

C

DRAWN BY

E

ST

L O R IT

Y

H

E HA

M.O.R. RK O IE

GRAPHIC SCALE

TE

OF NEW

L I CE

MI

6" MIN.

LEGEND

NOTE

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

2:1 SLOPE

MOUNTABLE BERM OPTIONAL

RIM=352.11

OPEN SPACE TO TOWN OF WEBSTER #1

C/L

100' MINIMUM FOR ACCESS TO COUNTY OR STATE ROADS, OTHERWISE - 50' MIN.

S

LOT 208

N/F T.A. # 65.02-6-16 547 TERRA VERDE WAY

N/F T.A. # 65.02-4-32 531 TERRA VERDE WAY

LOT 209

N/F T.A. # 65.02-6-17 549 TERRA VERDE WAY

N/F T.A. # 65.02-4-31 535 TERRA VERDE WAY

INV=350.00

TP-E

N/F T.A. # TBD TERRA VERDE WAY

N/F T.A. # 65.02-6-21 557 TERRA VERDE WAY LOT 210

LOT 261

363

369

364

LOT 262

S

BELLA TERRA SUBDIVISION SECTION 1

N/F T.A. # 65.02-6-19 ARROWWOOD TRAIL

365

N/F T.A. # 65.02-6-26 ARROWWOOD TRAIL

366

N 11881136.36 E 813300.04 GRID

359

BELLA TERRA SUBDIVISION SECTION 2

36 8

16" MIN.

WOODED AREA

PAD= 354.5

PAD= 366.5

7.0

SF

0.41'

SF

6 PAD= 3

352

SF

LOT 210

SF

PAD= 365.7

356

366

PROVIDE SILTATION FENCE (SEE DETAIL) (TYP.) 357

5/8" REBAR FOUND

LOT 207

N 1182031.73 E 812446.71 GRID

8 35

LOT 209

353

TOWN OF WEBSTER

N 1182954.87 E 812431.85 GRID

PROPOSED STABILIZED CONSTRUCTION ENTRANCE

PAD= 354.5

367

LOT 208

0.05'

PROPOSED LIMITS OF DISTURBANCE

364

LOD

N 1182434.19 E 812440.24 GRID

SF

9 35

8 36

L OD

N/F XEROX CORPORATION T.A. # 65.020-01-040.111 750 PHILLIPS ROAD

APPROXIMATE LOCATION TOWN LOT 7

APPROXIMATE LOCATION TOWN LOT 6

367

365

16"

18" 5 35

354

RED-BROWN, POORLY-GRADED GRAVEL WITH SAND (GP), MPS. 1.3 IN., NO ODOR, WET. GLACIAL TILL

5 35

354

7.5

36 3

2+00

363

361

BROWN, SILTY SAND (SM), MPS 0.5 IN., NO ODOR, DRY.

36 0

SF

6.5'

364

366 LIGHT BROWN, SILTY SAND (SM), NO ODOR, DRY. LACUSTRINE

D LO

6.5'

362

S-5

N/F THE MEADOWS OF WEBSTER HOMEOWNERS ASSOC INC T.A. # 65.02-01-40.004 WOODED AREA SCHLEGEL ROAD DEED LIBER 12085 PAGE 71

363

LIGHT BROWN, SANDY SILT (ML), NO ODOR, DRY.

SF

360 362

361

PROJECT LOCATION

GRID 355

SF

X

18"

362

PROPOSED SILT FENCE (TYP.)

SF

X

NONE

SF

LOD

BROWN, SANDY ORGANIC SOIL (OL/OH), FAINT ORGANIC ORDER, DRY , ROOTS PRESENT. TOPSOIL

359SF

354

14"

0.35'

SF

LOD

18"

5/8" REBAR FOUND

LO D

361

LOD

0.34'

5/8" REBAR FOUND

365

LOD

BROWN / RED-GRAY, SILTY SAND WITH GRAVEL (SM), MPS 1.0 IN., NO ODOR, WET. GLACIAL TILL

LOD

13'

LOD

10'

36 1

LOD

BROWN / GRAY-BROWN, LEAN CLAY WITH SAND (CL), MPS 0.75 IN., NO ODOR, DRY.

LOD

BROWN, SANDY SILT (ML), NO ODOR, DRY.

10'

LOD

9.5'

0.06'

7' 9.5'

358

BROWN, SANDY SILT (ML), NO ODOR, DRY.

35 8

35 5

LOD

BROWN, SANDY SILT (ML), NO ODOR, DRY. LACUSTRINE

LOD

12"

NONE

364

LOD

BROWN, SANDY ORGANIC SOIL (OL/OH), FAINT ORGANIC ORDER, DRY , TRACE ROOTS. TOPSOIL

N/F XEROX CORPORATION T.A. # 65.020-01-040.111 750 PHILLIPS ROAD

24"

N

12"

0.06'

S-6

358

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.

LOD

SOIL TYPE AND/OR DESCRIPTION/COMMENTS

TEST PIT SOIL NUMBER DEPTHS S-5

N DEPTH OF BEDROCK ENCOUNTERED

DATE

3/31/2025 SCALE

1"=50'

TITLE OF PROJECT

THE MEADOWS TWO

CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE 217 LAKE AVENUE ROCHESTER, NEW YORK 14608 (585) 458-3020

SECTION 2 TITLE OF DRAWING

GRADING PLAN TAX PARCEL 065.020-01-040.224 TOWN LOT 6 & 7 , TOWNSHIP 14 , RANGE 4, SECTION 11, PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

LOCATION OF PROJECT

CLIENT

800 PHILLIPS ROAD, L.L.C. 55 ALLIED WAY HILTON, NEW YORK 14468 PHONE NO.: 585-392-3222

DWG. #

4500.21

CA120 SHEET 3 OF 5

N

PROJECT LOCATION

TOWN OF WEBSTER

LOCATION SKETCH NOT TO SCALE

EVCS

17+10.27 EVCE: 368.89

H.P.

EVCS

14+25.65 EVCE: 366.38

PVI STA

16+60 PVI ELEV: 369.40 M.O.: -0.29 H.P. STA.=16+66.12 H.P. ELEV.=369.11

375 MEET FINISHED GRADE OF EXISTING ROADWAY STA 18+22 -1.01%

1.28%

CONNECT TO EX 8" D.I.P. WATER MAIN

EXISTING GRADE

0.88%

0.57% 186'-18" HDPE @

0.57 266'-18" HDPE @

2+00

2+50

3+00

3+50

6+00

8+00

8+50

9+00

9+50

10+50

11+00

11+50

12+00

12+50

13+00

13+50

14+00

14+50

16+00

16+50

17+00

DB-5 - 5' DIA. M.H. RIM=367.05

355

S-7 - 4' DIA. M.H. RIM=367.16

350

345

19+30.87

17+57.28

L=173.59'

367.98

15+50

367.40

15+00

368.49

L=257.23' R=150.00'

368.98

366.15

366.77

366.12

L=233.98'

366.65

12+66.07 367.20

366.99

366.69

366.81

366.20

11+34.21 365.74

365.92

364.82

365.48

10+00

L=131.86' R=150.00'

366.37

9+98.40

L=135.80'

363.80

365.04

363.18

364.60

L=107.88' R=150.00' 362.79

362.50

363.71

362.13

363.27

7+50

364.15 8+90.52

L=29.96'

L=107.88' R=150.00'

361.60

362.83

361.69

7+00

8+60.56

7+52.68

6+50

362.39

5+50

361.49

5+00

361.94

4+50

360.50

4+00

361.50

361.06

1+50

L=328.37'

360.62

1+00

L=235.62' R=150.00'

360.17

0+50

4+24.30

L=188.68'

CONNECT TO EX. 8" D.I.P. WATER MAIN

359.73

17+50

18+00

18+50

19+00

19+31

HACKBERRY WAY PROFILE SCALE

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

APPROVALS BY:

DATE

TOWN ENGINEER

BY:

DATE

PLANNING BOARD CHAIRPERSON

BY:

DATE

TOWN ASSESSOR

BY:

DATE

HIGHWAY SUPERINTENDENT

BY:

DATE

WEBSTER SEWER DISTRICT

BY:

DATE

FIRE MARSHALL

BY:

DATE

DIRECTOR OF COMMUNITY DEVELOPMENT

PROJECT ENGINEER

DATE

REVISION

BY

CHKD.

APVLS.

PR

0 9 6 1 84

OF E AL S S I ON

W.T.A. BOUNDARY

ER

--TOPO/BASE

I NE

C

A NO.

ED

( IN FEET ) 1 inch = 50 ft.

NS

200

---

NG

100

C

DRAWN BY

E

ST

L O R IT

Y

H

E HA

M.O.R. RK O IE

GRAPHIC SCALE

TE

OF NEW

L I CE

MI

0+00

1+88.68

0+00.00

DA-3 - 5' DIA. M.H. RIM=357.70

S-2.5 - 4' DIA. M.H. RIM=365.00 INV. IN (8" FROM S-2.6)=357.67 INV. OUT (8" TO S-2.4)=357.57

367.36

DA-4 - 5' DIA. M.H. RIM=358.30

360.76

345

S-2.6 - 4' DIA. M.H. RIM=366.70 INV. IN (8" FROM S-2.7)=359.12 INV. OUT (8" TO S-2.5)=359.02

369.08

S-2.2 - 4' DIA. M.H. RIM=359.50

DA-2 - 5' DIA. M.H. RIM=358.16

DA-11 - 4' DIA. M.H. RIM=369.30 EX 8" D.I.P. WATER INV. IN (12" FROM DA-12)=364.47 MAIN INV. OUT (12" TO DA-10)=364.37 S-2.9 - 4' DIA. M.H. DA-10 - 5' DIA. M.H. RIM=369.04 RIM=366.05 INV. OUT (8" TO S-2.8)=362.22 INV. IN (12" FROM DA-11)=362.70 INV. IN (12" FROM DA-10.1)=362.70 INV. IN (12" FROM DA-10A)=362.70 DB-6 - 4' DIA. M.H. INV. OUT (18" TO DA-9)=362.60 RIM=369.20 S-8 - 4' DIA. M.H. INV. IN (15" FROM DB-7)=364.13 S-2.7 - 4' DIA. M.H. RIM=369.30 RIM=366.02 INV. IN (8" FROM S-2.8)=360.41 INV. OUT (8" TO S-2.6)=360.31

367.81

EX. 8" D.I.P. WATER MAIN EX. 8" D.I.P. WATER MAIN

DA-6 - 5' DIA. M.H. RIM=361.00 INV. IN (24" FROM DA-7)=356.90 INV. IN (12" FROM DA-6.1)=356.61 S-2.4 - 4' DIA. M.H. RIM=362.30 INV. IN (8" FROM S-2.5)=355.52 S-2.3 - 4' DIA. M.H. INV. OUT (8" TO )=355.42 RIM=361.03

DA-9 - 4' DIA. M.H. RIM=366.65 INV. IN (18" FROM DA-10)=361.54 INV. OUT (18" TO )=361.44

PROPOSED 8" D.I.P. WATER MAIN

368.62

S-2.1 - 4' DIA. M.H. RIM=358.40

350

@ 0.89% DA-7 - 5' DIA. M.H. RIM=362.82 INV. IN (18" FROM )=358.38 INV. OUT (24" TO DA-6)=357.97

DA-5 - 5' DIA. M.H. RIM=359.50

S-2.8 - 4' DIA. M.H. RIM=367.99 INV. IN (8" FROM S-2.9)=361.68 INV. OUT (8" TO S-2.7)=361.58

@ 1.06% 194'-8" PVC

368.06

355

360

367.98

223'-8" PVC

56%

270'-8" PVC @ 0.50%

366.37

192'-24" HDPE @ 0.

0.68% 174'-8" PVC @

367.33 15+00.05

0.74% 194'-18" HDPE @

365

136'-8" PVC @ 0.40%

367.34

0.88%

360

366.14

EXISTING GRADE

366.92

MEET FINISHED GRADE OF EXISTING ROADWAY STA 4+33

@ 0.72% 232'-12" HDPE

366.70

365

370

-1.20%

FINISHED GRADE

340

PVI STA

13+76 PVI ELEV: 365.74 M.O.: +0.31 L.P. STA.=13+73.98 L.P.ELEV.=366.05

L.P.

H.P.

370

PVI STA

12+50 PVI ELEV: 367.25 M.O.: -0.26 H.P. STA.=12+42.43 H.P. ELEV.=367.00

BVCS

13+25.65 BVCE: 366.34

375

100.00 EVCS: 12+99.99 EVCE: 366.65

BVCS

11+99.99 BVCE: 366.81

100.00

BVCS

16+10.27 BVCE: 368.75

100.00

DATE

3/31/2025 SCALE

1"=50'

TITLE OF PROJECT

THE MEADOWS TWO

CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE 217 LAKE AVENUE ROCHESTER, NEW YORK 14608 (585) 458-3020

SECTION 2 TITLE OF DRAWING

ROAD PROFILE TAX PARCEL 065.020-01-040.224 TOWN LOT 6 & 7 , TOWNSHIP 14 , RANGE 4, SECTION 11, PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

LOCATION OF PROJECT

CLIENT

800 PHILLIPS ROAD, L.L.C. 55 ALLIED WAY HILTON, NEW YORK 14468 PHONE NO.: 585-392-3222

DWG. #

4500.21

CA300 SHEET 4 OF 5

GRADE

SUITABLE NATIVE MATERIAL, COMPACT TO 85% MAX STANDARD PROCTOR DENSITY

CL

VALVE BOX

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

EXTENSION

5'-0" MIN

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

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

VALVE BOX 12"MIN

PIPE ZONE

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

6"MIN IN ROCK

NOTES

1. VALVE BOX SHALL BE CENTERED ON VALVE AND SET ON COMPACTED BACKFILL.

VALVE

WATER AUTHORITY ROCHESTER, NEW YORK

NOT TO SCALE

DIP TRENCH

6" MJ GATE VALVE

MONROE COUNTY

WATER AUTHORITY

SEPT 2016 DATE

ROCHESTER, NEW YORK

NOT TO SCALE

DME 5

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

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

NOTE

EXCAVATION TO MEET OSHA REQUIREMENTS. SEPT 2016 DATE

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

MJ ANCHOR TEE, 6" OUTLET

TRENCH LIMITS

3. ALL VALVES SHALL BE OPEN LEFT EXCEPT: TOWN OF WEBSTER - VALVES 12" AND SMALLER SHALL OPEN RIGHT. TOWN OF HENRIETTA - SHALL OPEN RIGHT

TYPE 7 SELECT FILL FOR WIDTH OF HYDRANT TRENCH

WATER MAIN

6"MIN IN ROCK

2. VALVE SHALL NOT SUPPORT VALVE BOX.

MONROE COUNTY

SHEET OF POLYETHYLENE ENCASEMENT OVER TYPE 7 SELECT FILL

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

VALVE

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

GRADE

PERPENDICULAR HYDRANT ASSEMBLY

DME 3

MONROE COUNTY

WATER AUTHORITY

SEPT 2016 DATE

ROCHESTER, NEW YORK

NOT TO SCALE

DME 9

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

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

1.5

90 DEGREE

2.5

1.0

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

HORIZONTAL AND VERTICAL UP THRUST BLOCKS CL BOND BREAKER GRADE

A

CONCRETE THRUST BLOCK UNDISTURBED SOIL

W H

CONCRETE THRUST BLOCK UNDISTURBED SOIL

BEND PROFILE

BEND ELEVATION

VERTICAL UP THRUST BLOCKS NOT TO SCALE

GRADE

CL

CONCRETE THRUST BLOCK

H

W

A

CONCRETE THRUST BLOCK UNDISTURBED SOIL

UNDISTURBED SOIL BOND BREAKER

TEE PLAN

TEE ELEVATION

WATER MAIN BEND

CL

GRADE

A

H

BEND

CONCRETE THRUST BLOCK CONCRETE THRUST BLOCK

W

BOND BREAKER UNDISTURBED SOIL

UNDISTURBED SOIL

BEND PLAN

BEND ELEVATION

HORIZONTAL THRUST BLOCKS

ROCHESTER, NEW YORK

NOT TO SCALE

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

MONROE COUNTY

WATER AUTHORITY

SEPT 2016 DATE DME 6

BEND

GRADE

1114 DEGREE 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

SOIL BEARING STRENGTH -

PSF

PSI TEST PRESSURE

VERTICAL DOWN THRUST BLOCKS 3"(TYP)

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

2°

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

COATED TRACING WIRE SOLID CONCRETE BLOCK (MIN:4"x8"x16")

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

H (FT)

CURB STOP

WATER MAIN

NOTES:

90 DEGREE

W (FT)

CURB BOX w/ROD

22-1/

CORPORATION STOP (INSTALL WITH OPERATING KEY POSITIONED ON SIDE)

45 DEGREE

BOND BREAKER

3" (TYP)

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

TRACING WIRE TO BE WRAPPED AROUND OUTSIDE OF CURB BOX

2221 DEGREE

L (FT)

H

SERVICE LINE

5' MIN COVER

PIPE DIAMETER

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

SERVICE INSTALLATION

MONROE COUNTY

WATER AUTHORITY ROCHESTER, NEW YORK

NOT TO SCALE

3"(

SEPT 2016 DATE

TY

CONCRETE THRUST BLOCK

P)

UNDISTURBED SOIL

DME 17

BEND ELEVATION

. SLOP

3'-0"

E

6" MIN. TOPSOIL

2" MIN.

COMPACTED COMMON FILL

24" WIDE

6" MIN.

A 3"

N.Y.S. SPEC 706-04 STEEL REINFORCED PRE-CAST CONCRETE OR APPROVED EQUAL 3000 P.S.I. CONCRETE

4" PLASTIC PIPE (TYP.)

NOTE:

COMPACTED STONE ENCASEMENT No. 1 CRUSHED STONE.

FINISHED GRADE

6" MINIMUM NO.2 CRUSHED STONE. (COMPACTED LEVEL BASE)

TYPICAL CATCH BASIN DETAIL

STORM SEWER BEDDING DETAIL

NOT TO SCALE

REVISED BY COSTICH 05/24/2016

CONTRACTION JOINTS-D/4

N0.4 REBARS (TYP.)

25"

FLOW

10'

MANHOLE FRAME AND COVER TO BE NEENAH R-1726, SYRACUSE CASTING OR APPROVED EQUAL. MATERIAL TO MEET A.S.T.M. SPECIFICATION A-48, CLASS 30.

1/4" 1-1/2"

2" 1"

12"

1" COPPER

MIN

12" DIAMETER x 1/8" THICK (SOLID) RED OR ORANGE PLASTIC DISK TO READ: "NOT IN SERVICE"

GRADE EXISTING GRADE

27-1/2"

4" DIA. PERFORATED POLYETHYLENE WEEP DRAIN PIPE. PIPE TO BE INSTALLED 10' ON UPSTREAM SIDE OF ALL GUTTER INLETS (C.B.'s). PIPE TO BE WRAPPED WITH AN APPROVED FILTER FABRIC AND ENDS TO BE CAPPED. PIPES ARE NOT REQ'D. IN ROCK OR WELL DRAINED SOIL, TO BE DETERMINED BY THE TOWN ENGINEER.

NOTE

ALL CONCRETE GUTTERS AND INLET APRONS TO BE 4000 P.S.I. TYPE I PORTLAND CEMENT (A.S.T.M. D-150)

ANCHOR

12"

KEYWAY

1" COPPER OR PLASTIC (MIN)

12" WIDE CONCRETE APRON AREAS TO BE CONSTRUCTED COMPLETELY AROUND THE INLET (3000 P.S.I.) (AS SHOWN). FRAME AND GRATE TO BE APPROVED BY THE TOWN AND TO BE ABLE TO WITHSTAND THE LOAD OF VEHICLE TRAVEL. POSTIVE DRAINAGE (1/4"/FT SLOPE) TO BE OBTAINED IN THE CONCRETE APRON AREA SURROUNDING THE INLET.

NO. 5 REBAR (5/8")

IN

GUTTER AND CATCH BASIN DETAIL

STANDARD YARD INLET DETAIL

TRENCH AND PAVEMENT RESTORATION FOR ROAD CUT

NOT TO SCALE

APPROVALS BY:

DATE

TOWN ENGINEER

BY:

TYPICAL MONUMENT INSTALLATION

DISINFECTION/ BLOW-OFF/ SAMPLING TAP (TEMPORARY)

NOT TO SCALE

SE

R

ALL LETTERING SHALL BE 2" MINIMUM AND PAINTED BLACK BY USE OF A STENCIL. HYDRANT MARKER TO BE INSTALLED AND MAINTAINED ON STEAMER NOZZLE OF EACH HYDRANT UNTIL HYDRANT IS PLACED IN SERVICE.

CORPORATION STOP

WATER MAIN

SEWER MANHOLE FRAME

COVER REVISED BY COSTICH 05/24/2016

PLASTIC CAP

NOTE

IN THE PRESENCE OF A WATER AUTHORITY REPRESENTATIVE REMOVE ALL CORPORATIONS ASSOCIATED WITH TEMPORARY DISINFECTION/SAMPLE TAPS AND REPLACE WITH THREADED BRASS PLUGS.

MONROE COUNTY

WATER AUTHORITY ROCHESTER, NEW YORK

SEPT 2016 DATE DME 14

HYDRANT MARKER

MONROE COUNTY

WATER AUTHORITY

SEPT 2016 DATE

ROCHESTER, NEW YORK

NOT TO SCALE

DME 8

DATE

PLANNING BOARD CHAIRPERSON

BY:

DATE

TOWN ASSESSOR

PROJECT ENGINEER

DATE

DIRECTOR OF COMMUNITY DEVELOPMENT NO.

DATE

REVISION

BY

CHKD.

APVLS.

ED

BY:

PR

0 9 6 1 84

OF E AL S S I ON

W.T.A. BOUNDARY

---

ER

A

DATE

FIRE MARSHALL

C

DRAWN BY

TOPO/BASE

I NE

BY:

L O R IT

Y

NS

WEBSTER SEWER DISTRICT

E HA

M.O.R.

H

DATE:

TE

OF NEW

RK O IE

BY:

L I CE

DATE

HIGHWAY SUPERINTENDENT

---

NG

BY:

E

1" CURB STOP

C

NOT TO SCALE

ST

- NOTE BEARING SURFACES TO BE MACHINED. ALL SURFACES TO BE BITUMINOUS COATED.

MI

24-1/2"

TYPICAL ROAD CROSS-SECTION DETAIL

N OT

APPROPRIATE LETTERS "STORM" OR "WSD" TO BE CAST AS PART OF THE COVER. (2" HIGH)

DME 7

ALL ROADWAY WEEPS SHALL HAVE UNDERDRAIN THE FULL LENGTH OF THE ROAD

CONSTRUCTION OF INLET IN PAVEMENT AREAS:

12"

ROCHESTER, NEW YORK

SEPT 2016 DATE

2" MIN.

SEE NOTE #2*

SECTION VIEW

WATER AUTHORITY

NOT TO SCALE

CAPPED END

EXPANSION JOINT (TYP.)

MONROE COUNTY

APPROVED FILTER FABRIC, IF REQUIRED BY THE TOWN INSPECTOR WHEN UNSUITABLE MATERIAL IS ENCOUNTERED.

THE PLANNING BOARD MAY ESTABLISH CERTAIN ROADS AS "MAJOR COLLECTOR ROADS." THESE ROADS WILL REQUIRE THE ADDITIONAL DIMENSIONS/AMOUNTS AS INDICATED ABOVE.

* NOTE: 1. PAINT INSIDE WALLS OF INLET WITH (1) COAT & THE BOTTOM OF INLET WITH (2) COATS OF KOPPERS BITUMASTIC 300-M, BRIGGS FABERTITE (C) OR APP. EQUAL. 2. THE TOWN OF WEBSTER REQUIRES A 2-3" DEEP AREA AT INLET BOTTOM (BELOW THE OUTLET ELEV.) FOR COLLECTION OF SILT, DEBRIS, ETC. 3. ALL YARD INLETS SHALL BE 24"x24"

35"

VERTICAL DOWN THRUST BLOCKS

3" BINDER COURSE (3.5" FOR MAJOR ROADS)

12"

26-1/4"

NOTES

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

1" TOP COURSE (1.5" FOR MAJOR ROADS)

NOTE:

4" PLASTIC PIPE ON ALL SIDES OTHER THAN THE SIDE OF DISCHARGE.

SEE NOTE #1*

3500 P.S.I. CONCRETE 24"x27" NOMINAL

REBAR (TYP)

3" (#3) CRUSHER RUN STONE-SECOND COURSE

36" MIN. 42" MAX.

22-3/4"

/4"

ANCHORS SET IN MORTAR

DISCHARGE STORM PIPE

TROWEL FINISH

3/4"

1 -1

PRE-CAST CONCRETE STRUCTURE (4000 P.S.I.)

BRUSHED FINISH

4-1/2"

9" (#3) CRUSHER RUN STONE-FIRST COURSE PLACED IN TWO LIFTS.

4" DIA. PERFORATED POLYETHYLENE WEEP DRAIN PIPE. PIPE TO BE WRAPPED WITH AN APPROVED FILTER FABRIC. PIPES ARE NOT REQ'D. IN ROCK OR WELL DRAINED SOIL, TO BE DETERMINED BY THE TOWN ENGINEER.

7-1/2"

1-1/2"

SUB-GRADE COURSE (IF REQ'D.) #1 AND #2 CLEAN STONE (IN GUTTER WEEP AREA, THE ENTIRE LENGTH OF THE ROADWAY)

24"x24"

GALVANIZED FRAME AND GRATE, (BORDEN NO.1 OR APPROVED EQUAL)

PLAN VIEW

FILL EXCAVATED AREA WITH #1 & #2 CRUSHED STONE. COMPACT IN 6" LAYERS.

"STORM" OR "WSD"

RECTICULINE GRATE TO BE A GALVANIZED #9 OR EQUAL TO N.Y.S.D.O.T. DWG. NUMBER 655-3.

BOLT UNDISTURBED GROUND OR ROCK

BOND BREAKER

1-1/2"

EXCAVATE TO ACCEPTABLE SUB-BASE (12" MIN.)

BEND PLAN

B

FILTER FABRIC -WRAPPED (MIRAF) (40S OR APP. EQUAL)

2-1/2"

PAVEMENT CENTERLINE

10'-0"

FLOW

DISCHARGE STORM PIPE

O.D./2

6" MIN.

TOWN INSPECTOR MAY REQUIRE SELECT OR IMPORTED BACKFILL IF FIELD CONDITIONS NECESSITATE.

O.D.

1'-6"

1'-0"

VARIES (2'-6" MIN.)

PORTLAND CEMENT MORTAR

26" (VARIES)

12" DIA. PERFORATED 16 GAUGE C.M.P. AT 1% MIN. SLOPE - ASPHALTIC COATED (OR 12" DIA. PERF. CORRUGATED POLYETHYLENE) TO GUTTER INLET

A

COMPACTED SELECT FILL TO ROAD SUBBASE IN PAVEMENT AREAS. SELECT FILL SHALL BE SAND, GRAVEL AND SIMILAR MATERIAL WHICH SHALL BE FREE FROM CLAY, LOAM, ORGANIC MATERIAL, DEBRIS, OR FROZEN MATERIAL, AND SHALL CONTAIN NO STONES PEBBLES OR LUMPS OVER 2" IN GREATEST DIMENSION.

17-1/2"

NATIVE BACKFILL COMPACTED TO 95% STANDARD PROCTOR ASTM-D698 ON ALL SIDES AS SHOWN.

48" MINIMUM

4" DIA. PERF. PLASTIC PIPE, 20' EACH SIDE OF CATCH BASIN. (GUTTER WEEP)

NO.4 REINFORCING BAR (BOTH SIDES)

3'-0"

KEYWAY (TYP.)

2 COATS ASPHALTIC WATERPROOFING (KOPPER BITUMASTIC 300M. BRIGGS FABERTITE (C) OR APPROVED EQUAL. (INSIDE AND OUTSIDE OF WALLS)

6"x30" CONC. GUTTER

13'-0"

19"

ROAD PAVEMENT (SEE DETAIL ENTITLED "TYPICAL ROAD CROSS SECTION DETAIL"

W

1% MIN

V I CE

1.5" FINISHED CENTERLINE ROAD GRADE

2.5"

MIN

GALVANIZED FRAME AND GRATE (BORDEN NO.1 OR APP. EQUAL.)

3" (TYP)

L

DATE

3/31/2025 SCALE

1"=50'

TITLE OF PROJECT

THE MEADOWS TWO

CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE 217 LAKE AVENUE ROCHESTER, NEW YORK 14608 (585) 458-3020

SECTION 2 TITLE OF DRAWING

ROAD PROFILE TAX PARCEL 065.020-01-040.224 TOWN LOT 6 & 7 , TOWNSHIP 14 , RANGE 4, SECTION 11, PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

LOCATION OF PROJECT

CLIENT

800 PHILLIPS ROAD, L.L.C. 55 ALLIED WAY HILTON, NEW YORK 14468 PHONE NO.: 585-392-3222

DWG. #

4500.21

CA500 SHEET 5 OF 5

End of document