Bella Terra Section 2 Site Plans 4 16 24

N/F 800 PHILLIPS ROAD LLC 1579 BELLORA WAY T.A. # 065.02-4-49

N/F 800 PHILLIPS ROAD LLC 1580 SISTINE WAY T.A. # 065.02-4-52

N/F 800 PHILLIPS ROAD LLC 1578 SISTINE WAY T.A. # 065.02-4-53

N/F 800 PHILLIPS ROAD LLC T.A. # 065.02-4-51

N/F 800 PHILLIPS ROAD LLC 1577 BELLORA WAY T.A. # 065.02-4-48

N/F 800 PHILLIPS ROAD LLC 1576 SISTINE WAY T.A. # 065.02-4-54

N/F 800 PHILLIPS ROAD LLC 1575 BELLORA WAY T.A. # 065.02-4-47

N/F 800 PHILLIPS ROAD LLC 1573 BELLORA WAY T.A. # 065.02-4-46 N/F 800 PHILLIPS ROAD LLC 1574 SISTINE WAY T.A. # 065.02-4-55

N/F 800 PHILLIPS ROAD LLC 1571 BELLORA WAY T.A. # 065.02-4-45

LOT 122

N/F 800 PHILLIPS ROAD LLC 1575 SISTINE WAY T.A. # 065.02-4-21

N/F 800 PHILLIPS ROAD LLC 1567 SISTINE T.A. # 065.02-4-23

N/F 800 PHILLIPS ROAD LLC 1555 SISTINE WAY T.A. # 065.02-4-24

N/F 800 PHILLIPS ROAD LLC 1563 SISTINE WAY T.A. # 065.02-4-25

N/F 800 PHILLIPS ROAD LLC WAY SISTINE 1561 T.A. # 065.02-4-26

N/F 800 PHILLIPS ROAD LLC 1557 SISTINE WAY T.A. # 065.02-4-27

N/F 800 PHILLIPS ROAD LLC 1572 SISTINE WAY T.A. # 065.02-4-56

N/F 800 PHILLIPS ROAD LLC 1567 BELLORA WAY T.A. # 065.02-4-43 N/F 800 PHILLIPS ROAD LLC 1568 SISTINE WAY T.A. # 065.02-4-58

N/F 800 PHILLIPS ROAD LLC 1569 BELLORA WAY T.A. # 065.02-4-44

N/F 800 PHILLIPS ROAD LLC 1565 BELLORA WAY T.A. # 065.02-4-42 N/F 800 PHILLIPS ROAD LLC 1566 SISTINE WAY T.A. # 065.02-4-59

N/F 800 PHILLIPS ROAD LLC 1570 SISTINE WAY T.A. # 065.02-4-57

N/F 800 PHILLIPS ROAD LLC WAY BELLORA 1563 T.A. # 065.02-4-41

N/F 800 PHILLIPS ROAD LLC 1564 SISTINE WAY T.A. # 065.02-4-60

N/F 800 PHILLIPS ROAD LLC 1559 BELLORA WAY T.A. # 065.02-4-39

N/F 800 PHILLIPS ROAD LLC 1560 SISTINE WAY T.A. # 065.02-4-62

N/F 800 PHILLIPS ROAD LLC 1561 BELLORA WAY T.A. # 065.02-4-40

N/F 800 PHILLIPS ROAD LLC WAY BELLORA 1557 T.A. # 065.02-4-38 N/F 800 PHILLIPS ROAD LLC 1558 SISTINE WAY T.A. # 065.02-4-63

N/F 800 PHILLIPS ROAD LLC 1562 SISTINE WAY T.A. # 065.02-4-61

N/F 800 PHILLIPS ROAD LLC 1555 BELLORA WAY T.A. # 065.02-4-37 N/F 800 PHILLIPS ROAD LLC T.A. # 65.020-01-040.221 1556 SISTINE WAY T.A. # 065.02-4-64

0 15 PHI L N 8 T. 6 BE LIPS /F A. # 0 LLO RO 65 RA AD .02 W L -4 AY LC -1 4

N/F 800 PHILLIPS ROAD LLC 1578 BELLORA WAY T.A. # 065.02-4-10

800 P 158 HILLI N/F PS 4 T.A BELL RO A .# O 065 RA W D LLC .02 -4- AY 13

N/F 800 PHILLIPS ROAD LLC 1576 BELLORA WAY T.A. # 065.02-4-9

800 PH N 158 ILLIP /F S 2 T.A BELLO ROAD .# 065 RA W LLC A .02 -4-1 Y 2

N/F 800 PHILLIPS ROAD LLC 1574 BELLORA WAY T.A. # 065.02-4-8

N/F 800 PH ILLIPS RO 1580 B ELLOR AD LLC AW T.A. # 065.02 AY -4-11

N/F 800 PHILLIPS ROAD LLC 1572 BELLORA WAY T.A. # 065.02-4-7

N/F 800 PHILLIPS ROAD LLC 1570 BELLORA WAY T.A. # 065.02-4-6

N/F 800 PHILLIPS ROAD LLC 1568 BELLORA WAY T.A. # 065.02-4-5

N/F 800 PHILLIPS ROAD LLC 1566 BELLORA WAY T.A. # 065.02-4-4

N/F 800 PHILLIPS ROAD LLC WAY BELLORA 1562 T.A. # 065.02-4-2

N/F 800 PHILLIPS ROAD LLC 1564 BELLORA WAY T.A. # 065.02-4-3

N/F 800 PHILLIPS ROAD LLC 1560 BELLORA WAY T.A. # 065.02-4-1

N/F 800 PHILLIPS ROAD LLC 1553 BELLORA WAY T.A. # 065.02-4-36 N/F 800 PHILLIPS ROAD LLC 1554 SISTINE WAY T.A. # 065.02-4-65

N/F 800 PHILLIPS ROAD LLC 1555 SISTINE WAY T.A. # 065.02-4-28

N/F 800 PHILLIPS ROAD LLC 1573 SISTINE WAY T.A. # 065.02-4-22

LOT 121

N/F 800 PHILLIPS ROAD LLC 1577 SISTINE WAY T.A. # 065.02-4-20

LOT 121

' 180.66 E " 8 3 28' N78°

∆=5°30'10" R=770.00' L=73.95' CHD=N15°49'27"E 73.92'

N/F 800 PHILLIPS ROAD LLC 1579 SISTINE WAY T.A # 065.02-4-19

LOT 119

S85° 30' 54"E

S79° 08' 27"W 22.70'

∆=8°39'18" R=830.00' L=125.38' CHD=N08°44'43"E 125.26'

220.97'

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.

SHALLOW CREEK TRAIL (60' R.O.W.)

By:

APPROVALS

BY:

'0 2"

W

' 39 . 8 23

N/F 550 SALT ROAD LLC T.A. # 066.010-02-012.200 550 SALT ROAD LIBER 10933 PAGE 36

N 1181474.96 E 813837.01 GRID

∆=7°56'43" R=370.00' L=51.31' CHD=S52°36'37"E 51.27'

REMAINING LANDS SALT ROAD (ZONED: LMR)

REMAINING LANDS 56.311 ACRES FUTURE BELLA TERRA SUBDIVISION

BY:

N/F KRASUCKI PROPERTIES LLC T.A. # 066.010-02-012.110 560 SALT ROAD LIBER 10195 PAGE 440

∆=3°58'04" R=2130.00' L=147.51' CHD=N83°27'16"W 147.48'

MONROE COUNTY SURVEYORS OFFICE:

N08° 27 ' 24"E 182.48'

County Highway Superintendent For the Monroe County Monumentation Law T.P. 9164 (MCGS)

487.66'

Monroe County Surveyors Office

S88° 17' 35"W

N/F 590 SALT ROAD LLC T.A. # 066.010-02-008 590-594 SALT ROAD LIBER 10716 PAGE 344

S01° 42' 25"E

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.

DATE

DIRECTOR OF PUBLIC HEALTH

BY

PUBLIC HEALTH ENGINEER

100

DATE

200

REVISION

400

BY

A

N

ST

I

EL

HI

C

Civil Engineering

D.T.H.

S

ED

J.S.F.

L A ND

R SU

V

Landscape Architecture

---

R NO. 0 5 0 4

BEING A RE-SUBDIVISION OF REMAINING LANDS OF BELLA TERRA SUBDIVISION PER LIBER 366 OF MAPS, PAGE 68 LOCATION OF PROJECT

DATE

03/20/2024 SCALE

1" = 100'

APVLS.

BELLA TERRA SUBDIVISION - SECTION 2 OVERALL PLAT MAP

Land Surveying

BOUNDARY

TOPO/BASE

L. S.

CHKD.

TITLE OF PROJECT

DRAWN BY

YO

APPROXIMATE LOCATION TOWN LOT 6 APPROXIMATE LOCATION TOWN LOT 12

K

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

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.

W.T.A.

O F NEW Y T.

S89° 13' 02"W 1718.67' EN

TE

LI C

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

PROJECT ENGINEER

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.

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.

NO.

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

RK O OK

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.

DA

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

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.

COPYRIGHT C 2024 COSTICH ENGINEERING, D.P.C.

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

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

( IN FEET ) 1 inch = 100 ft.

E

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.

100

RIGHT-OF-WAY LINE

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

REALTY SUBDIVISION APPROVAL

GRAPHIC SCALE

RIGHT-OF-WAY LINE

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH

MONROE COUNTY DEPARTMENT OF HEALTH REALTY SUBDIVISION CONDITIONS OF APPROVAL :

N 1180981.24 E 814649.86 GRID

N 1180992.83 E 813428.50 GRID

891.29'

THE DEVELOPER AND CONTRACTOR MUST LOCATE, MARK, BARRICADE, SAFEGUARD AND PRESERVE ALL SURVEY CONTROL MONUMENTS AND RIGHT-OF-WAY MONUMENTS IN THE AREAS OF CONSTRUCTION. FOR DESCRIPTIVE AND SURVEY DATA FOR GEODETIC CONTROL MONUMENTS GO TO THE COUNTY OF MONROE SURVEYORS OFFICE WEBSITE AND ACCESS THE GIS BASED INTERNET WEB VIEWER, OR CONTACT THE MONROE COUNTY SURVEYORS OFFICE.

This 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:

REAL PROPERTY TAX SERVICE:

113.58' S88° 56' 38"W

911.58' N01° 03' 22"W 1057.45'

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.

DATE

DIRECTOR OF COMMUNITY DEVELOPMENT

S3

3.4 32

145.87'

DATE:

N11° 02' 21"E 60.06'

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)

SURVEY NOTES

DATE

TOWN ASSESSOR

911 APPROVAL: N/F 800 PHILLIPS ROAD LLC T.A. # 65.020-01-040.222 LIBER 10731 PAGE 75 LIBER 362 OF MAPS PAGE 43 LIBER 366 OF MAPS PAGE 68

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.

MAP ENTITLED " RE-SUBDIVISION OF REMAINING LANDS OF BELLA TERRA SUBDIVISION PER LIBER 362 OF MAPS PAGE 43" PREPARED BY COSTICH ENGINEERING DATED MARCH 10, 2023 HAVING PROJECT NUMBER 4500.02 VS 300 AND IS FILED IN THE MONROE COUNTY CLERK'S OFFICE AS LIBER 366 OF MAPS PAGE 68.

DATE

WEBSTER SEWER DISTRICT

BY:

REFERENCES

DATE:

BY:

N/F ROCHESTER GAS & ELECTRIC CORPORATION T.A.# 066.010-02-013.100WEB SALT ROAD

APPROXIMATE LOCATION TOWN LOT 14 APPROXIMATE LOCATION TOWN LOT 12

N 1181136.36 E 813300.04 GRID

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.

DATE:

FIRE MARSHAL

3°

S88° 56' 38"W 125.79'

DATE

TOWN ENGINEER

BY:

S

N/F 800 PHILLIPS ROAD LLC T.A. # 65.020-01-040.224 LIBER 10731 PAGE 75 LIBER 362 OF MAPS PAGE 43 LIBER 366 OF MAPS PAGE 68

BELLA TERRA SUBDIVISION SECTION 2B (SEE DRAWING CA101) 698,572 SQ.FT. 16.037 ACRES

2893.73' 1254.31'

4/15/2024

PLANNING BOARD CHAIRPERSON

"W ' 27

Date

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

BY:

° 41 N18

9' 0.0 24

0.41'

0.34'

W 5"

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

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.

TOWN HIGHWAY SUPERINTENDENT

APPROXIMATE LOCATION TOWN LOT 7 APPROXIMATE LOCATION TOWN LOT 6

N 1181121.97 E 812519.55 GRID

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

BY:

BELLA TERRA SUBDIVISION SECTION 2A (SEE DRAWING CA100) 473,304 SQ.FT. 10.865 ACRES

5/8" REBAR FOUND

GRID

E 815099.96 GRID

S76° 55' 38"E 60.00'

N 1182074.63 E 814417.71 GRID

E

LOT 120

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

N88° 17' 35"E 364.45N' 1182249.57

LOT 120

1" '5 05

N/F 800 PHILLIPS ROAD LLC 548 ARROWWOOD TRAIL T.A. # 065.02-5-20

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.

247.04'

N/F 800 PHILLIPS ROAD LLC 546 ARROWWOOD TRAIL T.A. # 065.02-5-21

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.

N/F THOMAS J. WIDELL II T.A. # 66.010-02-081 1705 SHALLOW CREEK TRAIL LIBER 11545 PAGE 567

S02° 53' 24"E 80.19'

WE, COSTICH ENGINEERING, D.P.C., HEREBY CERTIFY TO

LOT 118 RIGHT-OF-WAY LINE

NORTH

N/F MELVIN & EILEEN MARY SKURSKI T.A. # 065.020-01-028 1568 SCHLEGEL ROAD LIBER 8717 PAGE 345

N/F CHESTER J. MARY SKURSKI T.A. # 65.02-01-027 1564 SCHLEGEL ROAD

N/F PAUL C. & ANNE L. GIANNETTO T.A. # 065.020-01-026 1560 SCHLEGEL ROAD N/F 800 PHILLIPS ROAD LLC 1551 BELLORA WAY T.A. # 065.02-4-35 N/F 800 PHILLIPS ROAD LLC T.A. # 065.02-4-66

N/F 800 PHILLIPS ROAD LLC 1553 SISTINE WAY T.A. # 065.02-4-29

CENTERLINE

NOT TO SCALE

CERTIFICATION

CENTERLINE

LOT 122

5/8" REBAR FOUND

0.06'

N/F 800 PHILLIPS ROAD LLC 1594 BELLORA WAY T.A. # 065.02-4-18

5° S3

LOT 119

LOT 151

N/F 800 PHILLIPS ROAD LLC 544 ARROWWOOD TRAIL T.A. # 065.02-5-22

LOT 118 N/F 800 PHILLIPS ROAD LLC 547 ARROWWOOD TRAIL T.A. # 065.02-5-19

LOT 117

LOCATION SKETCH

N/F SHANE & KRISTA KONRAD T.A. # 066.010-02-026 522 SALT ROAD LIBER 10283 PAGE 150

N/F 800 PHILLIPS ROAD LLC 545 ARROWWOOD TRAIL T.A. # 065.02-5-18

1.73' N86° 13' 22"E 27 ∆=4°07'04" R=1230.00' L=88.40' CHD=N05°46'03"W 88.38' ∆=7°48'51" R=1170.00' L=159.57' CHD=S07°36'56"E 159.44'

LOT 153

N/F 800 PHILLIPS ROAD LLC 1592 BELLORA WAY T.A. # 065.02-4-17

ORCHARD

.8 465

LOT 117

S03° 46' 38"E 208.26'

N00° 55' 15"W 1105.34'

N/F 800 PHILLIPS ROAD LLC 543 ARROWWOOD TRAIL T.A. # 065.02-5-17

LOT 123

LOT 127

N88° 19' 43"E 148.43' N03° 46' 38"W 120.39' S03° 46' 38"E 103.98'

N88° 19' 43"E 146.35'

1832.17'

LOT 116

N/F 800 PHILLIPS ROAD LLC 542 ARROWWOOD TRAIL T.A. # 065.02-5-23

LOT 128

LOT 123

LOT 152

N08° 36 ' 24"E

0.35'

N/F 800 PHILLIPS ROAD LLC 541 ARROWWOOD TRAIL T.A. # 065.02-5-16

LOT 124

LOT 129

LOT 125

LOT 124

LOT 154

LOT 155

N/F 800 PHILLIPS ROAD LLC 1590 BELLORA WAY T.A. # 065.02-4-16

LOT 116

151.98' N04° 23' 25"W

LOT 115

5/8" REBAR FOUND 0.06'

N/F 800 PHILLIPS ROAD LLC 540 ARROWWOOD TRAIL T.A. # 065.02-5-24

LOT 130

LOT 126

45"E S07° 38' 99.50'

N/F 800 PHILLIPS ROAD LLC 539 ARROWWOOD TRAIL T.A. # 065.02-5-15

N/F 800 PHILLIPS ROAD LLC 1551 SISTINE WAY T.A. # 065.02-4-30

N/F 800 PHILLIPS ROAD LLC 517 HACKBERRY WAY T.A. # 065.02-5-05

N/F 800 PHILLIPS ROAD LLC T.A. # 065.02-5-04

ARROWWOOD TRAIL (60.0' WIDE R.O.W.)

N/F 800 PHILLIPS ROAD LLC 538 ARROWWOOD TRAIL T.A. # 065.02-5-25

AIL MILANO TR TE R.O.W.) PRIVA (60.0' WIDE

LOT 114

∆=0°56'13" R=1470.00' L=24.04' CHD=S00°33'45"E 24.04' ∆=4°48'58" R=1530.00' L=128.61' CHD=S02°18'50"W 128.57'

LOT 125

0.05'

N/F MELISSA PIKE T.A. # 065.020-01-025 1552 SCHLEGEL ROAD LIBER 11232 PAGE 140

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

N/F ZYGMUNT & MARIA SUCHODOLSKI T.A. # 065.020-01-021 1532 SCHLEGEL ROAD N/F BRYAN FRANK T.A. # 65.02-01-41 LIBER 10334 PAGE 443 1533 SCHLEGEL ROAD

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

N/F 800 PHILLIPS ROAD LLC 1525 SCHLEGEL ROAD T.A. # 065.02-5-02

N/F 800 PHILLIPS ROAD LLC 1525 SCHLEGEL ROAD T.A. # 065.02-5-01

N/F 800 PHILLIPS ROAD LLC T.A. # 065.02-5-03

S01° 01' 51"E 34.55'

LOT 156

N86° 17' 29"E 60.00'

N86° 13' 22"E 60.00'

N89° 54' 21"E 60.00'

LOT 126

LOT 157

LOT 158

RIGHT-OF-WAY LINE

CARBELLA COURT R.O.W.) (60.0' WIDE PRIVATE

N/F 800 PHILLIPS ROAD LLC 537 ARROWWOOD TRAIL T.A. # 065.02-5-14

LOT 159

(60.0' WIDE PRIVATE R.O.W.) SISTENE WAY

N89° 04' 45"E 206.03'

N 1182241.57 E 813282.27 N/F 800 PHILLIPS ROAD LLC GRID

LOT 160

N/F 800 PHILLIPS ROAD LLC 1585 BELLORA WAY T.A. # 065.02-4-50

ROAD

LOT 131

LOT 161

LOT 150

SALT

LOT 127

LOT 162

LOT 144

LOT 143

ROAD

N/F 800 PHILLIPS ROAD LLC 535 TERRA VERDE WAY T.A. # 065.02-4-31

LOT 163

LOT 164

LOT 165

LOT 166

LOT 142

PHILLIPS

N/F 800 PHILLIPS ROAD LLC 534 ARROWWOOD TRAIL T.A. # 065.02-5-27

536 ARROWWOOD TRAIL T.A. # 065.02-5-26

N/F 800 PHILLIPS ROAD LLC T.A. # 65.020-01-040.224 LIBER 10731 PAGE 75 LIBER 362 OF MAPS PAGE 43 LIBER 366 OF MAPS PAGE 68

LOT 132

LOT 141

STREET

N/F EDWARD A. & SUSAN. DUFFY T.A. # 66.010-02-046 1696 SHALLOW CREEK TRAIL LIBER 10097 PAGE 477

LOT 113

N/F 800 PHILLIPS ROAD LLC 531 TERRA VERDE WAY T.A. # 065.02-4-32

LOT 140

LOT 115

LOT 149

LOT 148

LOT 147

LOT 146

LOT 145

COUNTY ROAD 6

N/F 800 PHILLIPS ROAD LLC 535 ARROWWOOD TRAIL T.A. # 065.02-5-13

LOT 133

LOT 139

LOT 138

LOT 137

LOT 136

LOT 114

N

TOWN OF WEBSTER

N/F TARA A. SMAITH & GREG McLEAN T.A. # 066.010-02-025 518 SALT ROAD LIBER 9314 PAGE 142

S01° 42' 25"E

LOT 112

N/F 800 PHILLIPS ROAD LLC 525 TERRA VERDE WAY T.A. # 065.02-4-33

LOT 135

RIGHT-OF-WAY LINE

N/F 800 PHILLIPS ROAD LLC 533 ARROWWOOD TRAIL T.A. # 065.02-5-12

LOT 134

RIGHT-OF-WAY LINE

LOT 111

LOT 110

CENTERLINE RIGHT-OF-WAY LINE

N/F 800 PHILLIPS ROAD LLC 521 TERRA VERDE WAY T.A. # 065.02-4-34

C LL AD AY O F W N/ S R A -15 R -4 P LI LLO .02 L I E 5 PH B 06 0 88 # 80 15 .A. T

ROAD

N/F 800 PHILLIPS ROAD LLC T.A. # 065.02-5-11

LOT 113

BELLORA WAY(60.0' WIDE PRIVATE R.O.W.)

S00° 55' 15"E

N/F 800 PHILLIPS ROAD LLC 522 HACKBERRY WAY T.A. # 065.02-5-10

LOT 109

LOT 111

PROJECT LOCATION

N/F ELLI LAWRENCE R. & DOLORES A. PETR T.A. # 066.010-02-015 530 SALT ROAD

N/F 800 PHILLIPS ROAD LLC 525 HACKBERRY WAY T.A. # 065.02-5-09

LOT 110

ROAD

N/F 800 PHILLIPS ROAD LLC T.A. # 65.02-01-40.004 LIBER 10731 PAGE 75

HACKBERRY WAY (60.0' WIDE R.O.W.)

LOT 109

ROAD

N/F JOHN & SUSAN IMMESOETE T.A. # 066.010-02-024 514 SALT ROAD LIBER 8487 PAGE 42

SALT

LOT 108

N/F TOWN OF WEBSTER ARROWWOOD TRAIL T.A. # 065.02-5-50

LOT 108

(66.0' R.O.W.)

N/F 800 PHILLIPS ROAD LLC 523 HACKBERRY WAY T.A. # 065.02-5-08

LOT 107

N/F 800 PHILLIPS ROAD LLC A.A. # 065.02-4-69

748.13'

LOT 104

LOT 106

LOT 104 LOT 105

LOT 103

ROAD

0.15'

REBAR W/CAP 0.23' FOUND

N 1182997.39 E 815077.67 GRID

LOT 112

CENTERLINE TERRA VERDE WAY (60.0' WIDE PRIVATE R.O.W.)

LOT 105

OPEN SPACE TO TOWN OF WEBSTER MEADOWS 2 SUBDIVISION SECTION 1 LIBER 366 OF MAPS PAGE 69

LOT 102

RIGHT-OF-WAY LINE

S00° 55' 15"E 726.83'

LOT 106

LOT 107

APPROXIMATE LOCATION TOWN LOT 14 APPROXIMATE LOCATION TOWN LOT 7

N/F 800 PHILLIPS ROAD LLC 519 HACKBERRY WAY T.A. # 065.02-5-06

PIN IN CONCRETE 0.80' FOUND

0.05'

N/F 800 PHILLIPS ROAD LLC 521 HACKBERRY WAY T.A. # 065.02-5-07

3/4" IRON PIPE FOUND

LOT 101

SCHLEGEL

MAG NAIL FOUND

RIGHT-OF-WAY LINE

0.33'

0.14'

BELLA TERRA SUBDIVISION SECTION 1 1,523,452 SQ.FT. 34.974 ACRES LIBER 362 OF MAPS PAGE 44

N/F 800 PHILLIPS ROAD LLC T.A. # 065.02-4-67

LOT 103

0.14'

REBAR W/CAP FOUND

N/F 800 PHILLIPS ROAD LLC T.A. # 065.02-4-68

T.P. 9165 (MCGS) DISC MISSING

RIGHT-OF-WAY LINE

0.27'

0.36'

LOT 102

LOT 101

1.36'

"T" POST FOUND 2.07'

(49.5' R.O.W.)

CENTERLINE

1807.25'

N89° 04' 45"E

1.19'

RIGHT-OF-WAY LINE

COUNTY ROAD 3

MONUMENT 1139-4 (NYGS) 1940/1982

SHALLOW CREEK TRAIL

WALL

N

ROAD

SCHLEGEL

N 1182968.35 E 813270.59 GRID

POSSIBLE FUTURE SUBDIVISION STREET (BY OTHERS)

1.12'

RIGHT-OF-WAY LINE

REBAR W/CAP FOUND

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

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

WEBSTER

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

N/F B & C GOLF INC. T.A. # 050.040-01-072.110 1560 SCHLEGEL ROAD LIBER 9400 PAGE 466

SCHLEGEL ROAD SCHOOL ENTRANCE

Costich Engineering

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

CLIENT

TAX PARCEL 065.020-01-040.222 TOWN LOTS 12 & 14, SECTION 11, TOWNSHIP 14 , RANGE 4, PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

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

DWG. #

4500.11

VS310

SHEET 1 OF 1

800 PHILLIPS ROAD

RIGH

SCHLEGEL ROAD SCHOOL ENTRANCE

SHALLOW CREEK TRAIL

SCHLEGEL

ROAD

CARBELLA COURT SISTENE WAY PRIVATE 60' R.O.W.

WALL

SECTION 2B

LOT 125

FUTURE SECTION

THE MEADOWS

SECTION 1 SECTION 2A

ROAD

GRID

PROJECT LOCATION

N . PRIVATE 60' R.O.W

NORTH

AY

STREET

ORCHARD

.50'

REMAINING LANDS SALT ROAD (ZONED: LMR)

N/F 800 PHILLIPS ROAD LLC 1558 SISTINE WAY T.A. # 065.02-4-63

PRIVATE 60' R.O .W.

N 1181474.96 E 813837.01 GRID

N/F 800 PHILLIPS ROAD LLC T.A. # 65.020-01-040.222 LIBER 10731 PAGE 75 LIBER 362 OF MAPS PAGE 43 LIBER 366 OF MAPS PAGE 68

TOWN OF WEBSTER

ROAD

T CARBELLA COUR

LOT 162

N SALT

N/F 800 PHILLIPS ROAD LLC 1560 SISTINE WAY T.A. # 065.02-4-62

ROAD

LOT 126

ROAD

FUTURE SECTIONS OF BELLA TERRA

N/F 800 PHILLIPS ROAD LLC T.A. # 065.02-4-26

LOT 161

TERRA VERDE W

N/F 800 PHILLIPS ROAD LLC 1562 SISTINE WAY T.A. # 065.02-4-61

MEADOWS 2

LOT 160

N/F 800 PHILLIPS ROAD LLC 1563 SISTINE WAY T.A. # 065.02-4-25

PHILLIPS

WEBSTER

PRIVATE 60' R.O.W.

N/F 800 PHILLIPS ROAD LLC 1564 SISTINE WAY T.A. # 065.02-4-60

18.14'

67' 30.

LOT 163

"E 99 S07° 38' 45 25.76' 22.72'

32.88'

LOCATION SKETCH

S02° 53' 24"E 80.19' 74.05'

LOT 130

LOT 166

CE .W.

R.O

.W.

R.O

°2 5

E LIN

∆=7°40'24" R=430.00' L=57.59' CHD=S22°03'08"E 57.55'

∆=10°03'53" R=430.00' L=75.53' CHD=S13°11'00"E 75.44'

R 4"

'L

1 .4

0 0 .0

'L

0 9+

D CH

3 36

° 30

'C

' 41

HD

10+

3 =N

2°

8 .2

0 2'

∆=7°40'24" R=430.00' L=57.59' CHD=S52°44'46"E 57.55'

W

7 2.

S3

3°

∆=7°40'24" R=430.00' L=57.59' CHD=S45°04'21"E 57.55'

∆=7°40'24" R=430.00' L=57.59' CHD=S29°43'33"E 57.55'

PROPOSED 15' WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY PROPOSED TURN AROUND EASEMENT TO THE TOWN OF WEBSTER N89° 06' 16"E 50.00'

LOT 213 20,290 SQ.FT. 0.466 AC.

N00° 00' 00"E 26.62'

12.50'

133.37' N01° 03' 22"W 145.87' N 1180992.83 E 813428.50 GRID

89.26'

S88° 56' 38"W 125.79'

N00° 55' 15"W 150.69'

' 26"W N10° 51 172.29'

REMAINING LANDS SALT ROAD (ZONED: LMR)

.45

LOT 214 23,244 SQ.FT. 0.534 AC.

8' 66.9

LOT 210 12,345 SQ.FT. 0.283 AC.

' 263

LOT 212 12,543 SQ.FT. 0.288AC.

LOT 211 14,201 SQ.FT. 0.326 AC.

83.03' ' 26"E ' 26"W 1 5 ° 0 1 S10° 51 N

323

N/F 800 PHILLIPS ROAD LLC T.A. # 65.020-01-040.223 LIBER 10731 PAGE 75 LIBER 362 OF MAPS PAGE 43 LIBER 366 OF MAPS PAGE 68

.45

∆=7°40'24" R=430.00' L=57.59' CHD=S37°23'57"E 57.55'

LOT 209 19,125 SQ.FT. 0.439 AC.

25' 02" W

S88° 56' 38"W 113.58' 113.58'

PRI

E VAT

8 =4

6 =3

. 23

LOT 262 33,622 SQ.FT. 0.772 AC.

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

399.48'

N00° 55' 15"W 15.00'

S89° 04' 45"W 90.04'

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

16+00

S89° 04' 45"W 90.04'

PORTION OF ARROWWOOD TRAIL TO BE DEDICATED TO THE TOWN OF WEBSTER (60.0' x 90.04')

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

6 '2

R 9"

0 0 .0

.1 3

60.

W

N00° 55' 15"W 120.00'

∆

NE

RLI NTE

°4 =5 1

N

0 36

W

' 10" ° 33 S66

N00° 55' 15"W 1105.34'

60.00'

7 °5

S3

E 3"

02"

00'

W 15" 26' 4' 6° S5 215.6

N89° 06' 16"E 50.00'

0 +0

'L

. 34

C

' 35

= HD

4 0°

"W ' 39 ° 06 S64 86.71' 1

S89° 06' 16"W 33.93'

621.82'

N 1182241.57 E 813282.27 GRID

84.26'

63.00'

63.00' S00° 55' 15"E 359.94'

0 0 .0

H 'C

5 4 .7

"W 47' 04 S71° .55' 170

63.00'

∆

ROW MONUMENT

N89° 06' 16"E 57.47'

23.68'

5" R

.0 385

7+00

N89° 06' 16"E 117.07' S89° 06' 16"W 174.54'

17+00

4.0

10 LOT 261 27,465 SQ.FT. 0.631 AC.

PRIVATE R.O.W. LINE

S00° 55' 15"E 120.00'

6 '1 5 °4

ATE

∆=82°44'41" R=30.00' L=43.33' CHD=N49°31'24"W 39.66' S89° 06' 16"W 246.88'

LOT 208 13,337 SQ.FT. 0.306 AC.

N89° 06' 16"E 245.86'

18+00

LOT 207 9,830 SQ.FT. 0.226 AC.

.W R.O

4 5 1°

9 6 '2

V PRI

∆=82°44'41" R=30.00' L=43.33' CHD=N49°31'24"W 39.66'

S89° 06' 16"W 319.94'

∆=1°21'48" R=2030.00' L=48.30' CHD=S04°07'35"E 48.30'

N89° 06' 16"E 165.57' S89° 06' 16"W 131.64'

LOT 206 9,656 SQ.FT. 0.222 AC.

S04° 48' 28"E 52.41'

35' FRONT SETBACK TYP. PRIVATE R.O.W. LINE

154.33' S89° 04' 45"W

LOT 205 9,604 SQ.FT. 0.220 AC.

152.53' S89° 04' 45"W

7"W

LOT 204 9,676 SQ.FT. 0.222 AC.

152.69' S89° 04' 45"W

S00° 08' 32"E 20.38'

154.80' S89° 04' 45"W

S04° 48' 28"E 14.81'

∆=1°46'42" R=2030.00' L=63.00' CHD=S00°46'36"E 63.00'

∆=1°46'45" R=2030.00' L=63.04' CHD=S01°00'08"W 63.04'

'5 59

29' 90.

8 S4

4 '4

.5 47

∆=3°17'10" R=2030.00' L=116.43' CHD=S03°32'05"W 116.41' LOT 203 18,021 SQ.FT. 0.414 AC.

∆=1°46'44" R=2030.00' L=63.03' CHD=S02°33'19"E 63.03'

.22' N04° 48' 28"W 67

ATE

V

PRI

STA 6+18.05 TERRA VERDE WAY EQUALS STA 18+90.52 ARROWWOOD TRAIL

∆=93°54'44" R=30.00' L=49.17' CHD=N42°08'54"E 43.85'

158.03' S89° 04' 45"W

∆=1°19'47" R=1470.00' L=34.11' CHD=S04°30'47"W 34.11'

3°

10' 59' 63. S29° "W

2"W 0' 2 1 ° N29 .88' 153 E " 2

(PRIVATE 60 ∆ = 9 ° 5 9 ' 0 9 " R = 2 0 3 0 . 0 0 ' L = 3 5 3 .8 0 ' C H D = N 0 0 °1 1 ' 0 6 " E 3 5 3 . 3 5 '

S4

24.04'

N29

' 22 ° 10

ROW MONUMENT

E WAY TERRA V.0E' RWDIDE R.O.W.)

∆ = 9 ° 5 9 ' 0 9 " R = 2 0 0 0 . 0 0 ' L = 3 4 8 .5 7 ' C H D = S 0 0 ° 1 1 ' 0 6 " W 3 4 8 .1 3 '

E

∆ =5

4+00

3+00

∆=2°06'47" R=1933.77' L=71.32' CHD=S04°08'07"W 71.31'

6+00

∆= . LIN

P. C. STA 6+47.32

0.73' N04° 48' 28"W 16

∆=56°02'36" R=370.00' L=361.91' CHD=S32°49'46"E 347.66'

∆=12°42'35" R=370.00' L=82.08' CHD=N16°51'47"W 81.91'

34.72'

63.00' 0.73' S04° 48' 28"E 16 48' 28"W 147.52' N04°

P. T. STA 4+86.59

LOT 216 13,904 SQ.FT. 0.319 AC.

∆=12°42'35" R=370.00' L=82.08' CHD=N29°34'23"W 81.91'

∆=5°42'01" R=370.00' L=36.81' CHD=N07°39'29"W 36.80'

35' FRONT SETBACK TYP.

63.01'

5+00

2+00

∆=5°16'19" R=1470.00' L=135.26' CHD=N02°32'31"E 135.21'

LOT 202 12,100 SQ.FT. 0.278 AC.

LOT 201 15,647 SQ.FT. 0.359 AC.

∆=4°57'58" R=1970.00' L=170.75' CHD=N00°24'25"W 170.70'

S15° 49' 46"W 49.56' S68° 10' 33"W 8.90'

∆ = 9 ° 5 9 ' 0 9 " R = 1 9 8 5 . 0 0 ' L = 3 4 5 . 9 5 ' C H D = N 0 0 ° 11 ' 0 6 "E 3 4 5 .5 2 '

1+00

128.17' S89° 04' 45"W

LOT 131

LOT 132

175.38' S89° 04' 45"W

N/F 800 PHILLIPS ROAD LLC 531 TERRA VERDE WAY T.A. # 065.02-4-32

∆=1°55'04" R=1970.00' L=65.94' CHD=N03°50'56"W 65.94'

∆ = 9 ° 5 9 ' 0 9 " R =1 9 7 0 . 0 0 ' L = 3 4 3 . 3 4 ' C H D = S 0 0 °1 1 ' 0 6 " W 3 4 2 . 9 1 '

P.R.C. STA 1+38.02

∆=3°06'19" R=1470.00' L=79.67' CHD=N02°17'44"E 79.66'

∆=0°50'13" R=1470.00' L=21.48' CHD=N00°19'28"E 21.47'

206.03' N89° 04' 45"E 206.03'

N/F 800 PHILLIPS ROAD LLC 535 TERRA VERDE WAY T.A. # 065.02-4-31

∆=5°51'32" R=1970.00' L=201.44' CHD=S01°52'43"E 201.35'

35.0'

S01° 01' 51"E 34.55' ∆=0°56'13" R=1470.00' L=24.04' CHD=N00°33'45"W 24.04' ∆=1°46'26" R=1470.00' L=45.52' CHD=N00°08'38"W 45.51'

S44° 31' 02"E 27.41'

LOT 221 10,313 SQ.FT. 0.237 AC.

PRIVATE R.O.W. CENTERLINE

∆=5°16'19" R=1500.00' L=138.02' CHD=N02°32'31"E 137.97'

∆=1°36'12" R=1970.00' L=55.13' CHD=N02°52'40"E 55.13'

LOT 220 12,567 SQ.FT. 0.288 AC.

∆=12°42'35" R=370.00' L=82.08' CHD=N42°16'58"W 81.91'

25'

W 7" '2 05 8' 1° 4.1 S4 32

PRIVATE 60' R.O.W.

0+00

7"W '3 5 ' 2 9 5° 0.8 4 N 13

LOT 219 14,884 SQ.FT. 0.342 AC.

3°

5"W '0 03 ' 9° .06 S4 150

TERRA VERDE WAY

∆=5°16'19" R=1530.00' L=140.78' CHD=S02°32'31"W 140.73'

PROPOSED WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY

∆=0°27'21" R=1530.00' L=12.17' CHD=N04°57'00"E 12.17' ∆=1°29'54" R=1970.00' L=51.52' CHD=N04°25'43"E 51.52'

∆=5°16'19" R=1515.00' L=139.40' CHD=N02°32'31"E 139.35'

LOT 222 15,536 SQ.FT. 0.357 AC.

S3

ROW MONUMENT

10+00

LOT 218 15,495 SQ.FT. 0.356 AC.

18+91

N89° 54' 21"E 60.00'

N89° 54' 21"E 15.00'

PROPOSED 15' WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY

S87° 06' 36"W 52.38'

35.0'

∆=4°48'58" R=1530.00' L=128.61' CHD=S02°18'50"W 128.57'

146.35' N88° 19' 43"E 146.35'

N/F 800 PHILLIPS ROAD LLC T.A. # 065.02-4-66

LOT 223 18,703 SQ.FT. 0.429 AC.

LOT 215 13,551 SQ.FT. 0.311 AC.

LOT 217 14,056 SQ.FT. 0.323 AC.

(PRIVATE 60.0' WIDE R.O.W.)

LOT 129

N/F 800 PHILLIPS ROAD LLC T.A. # 065.02-4-30

156.78' N86° 19' 14"W

LOT 224 10,704 SQ.FT. 0.246 AC.

S87° 06' 36"W 148.22'

N/F 800 PHILLIPS ROAD LLC 1553 SISTINE WAY T.A. # 065.02-4-29

S02° 53' 24"E 6.14'

S85° 11' 32"W 181.06'

LOT 165

ARROWWOOD TRAIL

77.99'

130.27'

S85° 11' 32"W 217.86'

N/F 800 PHILLIPS ROAD LLC 1554 SISTINE WAY T.A. # 065.02-4-65

49' . 3 6

S85° 11' 32"W 254.66'

S03° 46' 38"E 208.26'

S79° 08' 27"W 22.70'

30"W S79° 29' 270.53'

LOT 128

W ' 55" ° 46 S66 6.87' 26

N/F 800 PHILLIPS ROAD LLC 1555 SISTINE WAY T.A. # 065.02-4-28

∆=7°56'40" R=370.00' L=51.30' CHD=S52°36'35"E 51.26'

LOT 164

PROPOSED 15' WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY

9' 8.3 23

5° S3 97' . 2 7

5 05'

104.30

1"E

W 5" '4 21

BELLA TERRA SECTION 1

W 20" 04' 9' 4° S5 257.1

N/F 800 PHILLIPS ROAD LLC T.A. # 65.020-01-040.221 1556 SISTINE WAY T.A. # 065.02-4-64

. 240

S76° 1

09'

S29° 08' 56"W 15.00'

1° S4

LOT 127

NOT TO SCALE

96 72.

3' 06"E

N/F 800 PHILLIPS ROAD LLC T.A. # 065.02-4-27

APPROXIMATE LOCATION TOWN LOT 12 APPROXIMATE LOCATION TOWN LOT 6

SITE DATA

N/F 800 PHILLIPS ROAD LLC T.A. # 65.020-01-040.224 LIBER 10731 PAGE 75 LIBER 362 OF MAPS PAGE 43 LIBER 366 OF MAPS PAGE 68

S00° 55' 15"E 60.00'

ZONING

"LMR" LOW-MEDIUM RESIDENTIAL DISTRICT

TAX MAP NUMBER

065.002-01-04.220

PROJECT BULK DATA - TOWNHOUSES

LOT 121

MEADOWS TWO SUBDIVISION

IDE

0' W

FUTURE SECTIONS MEADOWS TWO SUBDIVISION 4.

REQUIRED 50 FT.

PROPOSED 50 FT.

b. MINIMUM BUFFER (RESIDENTIAL)

150 FT.

c. MINIMUM WIDTH DWELLING UNIT

20 FT.

42± FT.

d. MAXIMUM BUILDING HEIGHT

30 FT.

< 30 FT.

e. MAXIMUM BUILDING LENGTH

165 FT.

84± FT.

f. MINIMUM HABITABLE FLOOR AREA (PER UNIT)

1,000 SQ. FT.

2,160 SQ. FT.

g. MAXIMUM UNIT DENSITY

6 UNITS/ACRE

1.9 UNITS/ACRE

h. MINIMUM DISTANCE BETWEEN STRUCTURES

40 FT.

i. MINIMUM DRIVEWAY SEPARATION

5 FT.

j. MAXIMUM IMPERIOUS AREA

75%

19.8%

REQUIRED

PROPOSED

N/A

35 FT.

PROJECT DATA FRONT SETBACK

SPECIAL NOTES 1. ALL THE IMPROVEMENTS SHALL BE CONSTRUCTED ACCORDING TO THE SPECIFICATIONS OF THE TOWN OF WEBSTER.

(60.

ARR OW

)

IL

LOT 120

APPROXIMATE LOCATION TOWN LOT 12

LOT 122

WO OD

TOWN OF WEBSTER OPEN SPACE

LOT 124

LOT 123

N/F 800 PHILLIPS ROAD LLC 548 ARROWWOOD TRAIL T.A. # 065.02-5-20

TRA

LOT 127

LOT 125

N/F 800 PHILLIPS ROAD LLC 540 ARROWWOOD TRAIL T.A. # 065.02-5-24

N/F 800 PHILLIPS ROAD LLC 546 ARROWWOOD TRAIL T.A. # 065.02-5-21

.W.

LOT 126

N/F 800 PHILLIPS ROAD LLC 538 ARROWWOOD TRAIL T.A. # 065.02-5-25

N/F 800 PHILLIPS ROAD LLC 544 ARROWWOOD TRAIL T.A. # 065.02-5-22

R.O

N/F 800 PHILLIPS ROAD LLC 536 ARROWWOOD TRAIL T.A. # 065.02-5-26

N/F 800 PHILLIPS ROAD LLC 534 ARROWWOOD TRAIL T.A. # 065.02-5-27

N/F 800 PHILLIPS ROAD LLC 542 ARROWWOOD TRAIL T.A. # 065.02-5-23

APPROXIMATE LOCATION TOWN LOT 14

15+71

a. MINIMUM BUFFER (NON-RESIDENTIAL)

2. ALL ROADWAY CONSTRUCTION TO BE IN ACCORDANCE WITH THE SPECIFICATIONS AND REGULATIONS SET FORTH BY THE TOWN OF WEBSTER. 3. ALL SITE WORK IS TO BE IN COMPLIANCE WITH THE STANDARDS OF THE TOWN OF WEBSTER.

APPROVALS

SITE LINE & SYMBOL LEGEND

4. PRESERVE ALL MATURE TREES ON SITE, WHERE POSSIBLE, AND MARK SAID TREES BY THE DEVELOPER'S ENGINEER PRIOR TO THE COMMENCING OF ANY SITE WORK. REAL PROPERTY TAX SERVICE:

5. COMPLY WITH ALL REQUIREMENTS OF ANY FEDERAL, STATE, COUNTY OR TOWN AGENCY.

SECTION/PARCEL BOUNDARY MONROE COUNTY DEPARTMENT OF HEALTH REALTY SUBDIVISION CONDITIONS OF APPROVAL :

RIGHT-OF-WAY LINE ADJACENT PROPERTY LINE

BY:

DATE

TOWN ENGINEER

MIN. BUILDING SETBACK CENTER LINE

BY:

DATE

PLANNING BOARD CHAIRPERSON

EXIST. CONCRETE CURB EXIST. EDGE OF PAVEMENT

SURVEY NOTES

BY:

PROPOSED BUILDING

PROPOSED LOT LINE

EXIST. ADJOINING PROPERTY LINE

TOPOGRAPHIC SURVEY WAS CONDUCTED ON MAY 11, 2023.

DATE:

911 APPROVAL:

TOWN ASSESSOR

REALTY SUBDIVISION APPROVAL 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

REFERENCES

EXISTING UTILITY POLE, GUY ANCHOR & POLE W/LIGHT

County Highway Superintendent For the Monroe County Monumentation Law By:

BY:

DATE:

Applicant Email

tthomas@tra-mac.com

Monroe County Surveyors Office

BY

PUBLIC HEALTH ENGINEER

DATE Engineer's Email

mritchie@costich.com

PROJECT MANAGER

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.

GRAPHIC SCALE 40

( IN FEET ) 1 inch = 40 ft.

T

160

M.O.R.

04/15/2024

REVISED PER TOWN COMMENTS TO REMOVE EASEMENTS AND SHIFT LOT LINES

G.S.

03/26/2024

REVISED PER MCWA COMMENTS DATED 03/22/2024

J.P.

02/01/2024

REVISED PER TOWN COMMENTS DATED 01/25/2024

J.P.

M.O.R.

01/08/2024

REVISED PER TOWN COMMENTS DATED 01/05/2024

J.P.

M.O.R.

NO.

DATE

REVISION

BY

CHKD.

APVLS.

EL

HI

C

TITLE OF PROJECT

W.T.A.

OF NEW Y E T.

Civil Engineering

DRAWN BY

W.T.A. J.S.F. TOPO/BASE

L. S. 49 N O. 0 5 0 4 S V ED UR L AND S

Landscape Architecture

G.L.R.

PLAT MAP SECTION 2A PORTION OF TAX PARCEL 065.020-01-040.222 TOWN LOTS 12 & 14, SECTION 11, TOWNSHIP 14 , RANGE 4, PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

LOCATION OF PROJECT

DATE

12/13/2023 SCALE

1"=40'

BELLA TERRA SUBDIVISION SECTION 2

TITLE OF DRAWING

Land Surveying

BOUNDARY

R

4/15/2024

DIRECTOR OF COMMUNITY DEVELOPMENT

Date

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

YO

EASEMENT DIMENSION

DIRECTOR OF PUBLIC HEALTH

DATE

FIRE MARSHAL

EXIST. EDGE OF PAVEMENT

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. XX.XX'

BY:

E

EXIST. RIGHT-OF-WAY LINE

THAT THIS MAP WAS PREPARED FROM NOTES OF AN INSTRUMENT SURVEY COMPLETED ON MAY 11, 2023 AND FROM THE REFERENCE(S) LISTED HEREON. NO SEARCH OF RECORDS, OTHER THAN THOSE REFERENCED, WAS MADE FOR EASEMENTS OR ENCUMBRANCES AFFECTING THIS PARCEL.

K

BY:

EN

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

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH MONROE COUNTY SURVEYORS OFFICE:

LI C

DATE

WEBSTER SEWER DISTRICT

WE, COSTICH ENGINEERING, D.P.C., HEREBY CERTIFY T0

EXIST. EASEMENT LINE

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

PROPOSED EASEMENT LINE

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.

CERTIFICATION

RK O OK

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

I

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

N

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.

A

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

DA

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.

PROPOSED CONCRETE CURB BY:

DATE

TOWN HIGHWAY SUPERINTENDENT

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.

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.

ST

CENTER LINE

6. THE DEED RESTRICTIONS FOR THE PROPERTY SHALL INCORPORATE THE DEFINITION OF THE PROPERTY LIMITS AND THE CONDITION OF DISTURBANCE BEYOND THE PROPERTY LIMITS.

Costich Engineering

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

CLIENT

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

DWG. #

4500.11

CA100 SHEET 1 OF 9

SHALLOW CREEK TRAIL

N 23+00

LOT 228 9,940 SQ.FT. 0.228 AC.

24+00

∆=4°08'59" R=830.00' L=60.11' CHD=S83°50'23"E 60.10'

∆=0°37'57" R=2070.00' L=22.85' CHD=S79°24'21"E 22.85'

N08° 14' 06 "E 156.88'

∆=2°40'32" R=830.00' L=38.76' CHD=S80°25'39"E 38.76'

LOT 229 10,551 SQ.FT. 0.242 AC.

STA 0+00 BELLORA WAY EQUALS STA 4+56.15 VERDE WAY

N10° 16' 40"E 170.70'

∆=2°25'01" R=2100.00' L=88.58' CHD=N80°17'53"W 88.58'

∆=1°49'16" R=2070.00' LOT 230 L=65.80' 11,133 SQ.FT. CHD=S80°37'58"E 0.255 AC. 65.79' N08° 27' 2 4"E 182.4 8'

25+00

NORTH

S04° 05' 08"W 147.05'

PROPOSED 15' WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY N07° 47' 50"E 15.00'

N 1180981.24 E 814649.86 GRID

FUTURE LOT 301

26+00

S89° 13' 19"E 164.81'

S89° 13' 19"E 155.38'

REMAINING LANDS SALT ROAD (ZONED: LMR)

60.62' 69.21'

FUTURE LOT 302

4"E 247.0 4

117.21'

27+00

28+00

REMAINING LANDS SALT ROAD (ZONED: LMR)

MILANO TRAIL (PRIVATE 60.0' WIDE R.O.W.)

SITE DATA 1.

ZONING

"LMR" LOW-MEDIUM RESIDENTIAL DISTRICT

TAX MAP NUMBER

065.002-01-04.220

PROJECT BULK DATA

TOWNHOUSES a. MINIMUM BUFFER (NON-RESIDENTIAL) b. MINIMUM BUFFER (RESIDENTIAL) c. MINIMUM WIDTH DWELLING UNIT d. MAXIMUM BUILDING HEIGHT e. MAXIMUM BUILDING LENGTH

PROPOSED 50 FT.

150 FT.

20 FT.

42± FT.

30 FT.

< 30 FT.

165 FT.

84± FT.

f. MINIMUM HABITABLE FLOOR AREA (PER UNIT)

1,000 SQ. FT.

2,160 SQ. FT.

6 UNITS/ACRE

1.9 UNITS/ACRE

i. MINIMUM DRIVEWAY SEPARATION j. MAXIMUM IMPERIOUS AREA 4.

REQUIRED 50 FT.

g. MAXIMUM UNIT DENSITY h. MINIMUM DISTANCE BETWEEN STRUCTURES

28+38

LOT 155

REMAINING LANDS 83.213 ACRES FUTURE BELLA TERRA SUBDIVISION

N08° 36' 2

VERDE WAY (PRIVATE 60.0' WIDE R.O.W.)

APPROXIMATE LOCATION TOWN LOT 12

' APPROXIMATE LOCATION TOWN LOT 14

211.98' N89° 43' 56"W

L=175.82' CHD=S85°23'09"E 175.47'

61.32'

97'

N/F 800 PHILLIPS ROAD LLC T.A. # 65.020-01-040.223 LIBER 10731 PAGE 75 LIBER 362 OF MAPS PAGE 43 LIBER 366 OF MAPS PAGE 68

68.69'

S85° 30' 54"E 220.

∆=1°41'55" R=830.00' L=24.60' CHD=S89°10'03"W 24.60' S01° 42' 25"E 142.44' ∆=4°04'07" R=830.00' L=58.94' LOT 227 CHD=S87°56'56"E 9,554 SQ.FT. 58.93' 0.219 AC. ∆=12°35'32" R=800.00'

71.78'

S76° 5 5' 38"E 60.00'

ROAD

LOT 226 8,944 SQ.FT. 0.205 AC.

S88° 17' 35"W 487.66' 73.64'

SALT

NOT TO SCALE

62.91'

SISTE NE W (PRIV AY ATE 6 0.0' W IDE R .O.W

SECTION 2B

FUTURE SECTION

SECTION 2A

MEADOWS 2

149.32'

LOT 121 N/F 800 PHILLIPS ROAD LLC 1574 SISTINE WAY T.A. # 065.02-4-55

38.37'

N 1182074.63 E 814417.71 GRID

PRIVATE R.O.W. LINE

N/F 800 PHILLIPS ROAD LLC 1575 SISTINE WAY T.A. # 065.02-4-21

.91'

S81° 50' 12"E 27.22' LOT 260 21,347 SQ.FT. ∆=3°58'04" 0.490 AC. R=2130.00' L=147.51' CHD=N83°27'16"W 147.48'

FUTURE SECTIONS OF BELLA TERRA SUBDIVISION

N/F 800 PHILLIPS ROAD LLC T.A. # 65.020-01-040.222 LIBER 10731 PAGE 75 LIBER 362 OF MAPS PAGE 43 LIBER 366 OF MAPS PAGE 68

149.26' S88° 19' 06"W 187.63'

76.57'

LOT 154

53"E 35

60.06' N11° 02 ' 21"E

' 76.48 75.41' 98' N04° 23' 25"W 151.

S88° 19' 06"W 253.61'

∆=97°44'58" R=30.00' L=51.18' CHD=N49°39'10"E 45.20'

N/F 800 PHILLIPS ROAD LLC 1576 SISTINE WAY T.A. # 065.02-4-54

P.R.C. STA 4+29.43

∆=2°27'14" R=2070.00' L=88.65' CHD=N80°18'59"W 88.64'

∆=3°06'48" R=2115.00' L=114.92' CHD=N80°38'46"W 114.91'

LOT 259 10,978 SQ.FT. 0.252 AC.

LOCATION SKETCH 35' FRONT SETBACK TYP.

0+00

N00° 46' 41"E 169.78' 101.21' ∆=1°02'50" R=2130.00' L=38.93' CHD=N79°36'48"W 38.93'

22+00

P. C. STA 0+35.91

74.42

LOT 120

PRIVATE R.O.W. CENTERLINE

N/F 800 PHILLIPS ROAD LLC 1577 SISTINE WAY T.A. # 065.02-4-20

N10° 10'

1+00

VERDE WAY

' 7' 73.20 465.8 W 7" 41' 2 N18°

68.57'

PRIVATE R.O.W. LINE

ROW MONUMENT

206.77' N00° 46' 41"E R.O.W. LINE

S88° 19' 06"W 172.61'

44.77'

66.29

59.83

' 58.34 57.31

LOT 258 9,754 SQ.FT. 0.224 AC.

LOT 257 9,743 SQ.FT. 0.224 AC.

N88° 19' 06"E 187.60' 142.83'

S81° 58' 02 191.71'

LOT 153

S86° 07' 03"W 208.58'

N/F 800 PHILLIPS ROAD LLC 1578 SISTINE WAY T.A. # 065.02-4-53

LOT 250 14,209 SQ.FT. 0.326 AC.

LOT 249 14,703 SQ.FT. 0.338 AC.

LOT 251 13,447 SQ.FT. 0.309 AC.

PROPOSED 20' WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY

LOT 256 10,381 SQ.FT. 0.238 AC.

LOT 255 10,793 SQ.FT. 0.248 AC.

∆=4°07'35" R=970.00' L=69.86' CHD=S01°17'07"E 69.85'

CHD=S05°24'42"E 69.85'

R=970.00' L=69.27' CHD=S09°31'15"E 69.25'

∆=2°29'05" R=970.00' L=42.06' CHD=S16°54'02"E 42.06'

LOT 254 11,707 SQ.FT. 0.269 AC.

LOT 253 11,799 SQ.FT. 0.271 AC.

78.07'

LOT 252 12,413 SQ.FT. 0.285 AC.

∆=1°48'36" R=830.00' L=26.22' CHD=S17°14'16"E 26.22'

ROW MONUMENT PRIVATE

2 3 .8 0 ' 4 0 '5 7 "W 3

N0 8 ° 8 ' CHD= 2 . 5 ' 2 3 0' L= 5 7 " W 3 1 8 .8 7 9 8 5 .0 =N 0 8 ° 4 0 ' = D H R C ' " 2 5 0 .3 ° 5 5 '1 0 ' L =3 2 ∆ =1 8 ∆=4°07'35" 9 7 0 .0 = R " 5 '15 5 ° 8 R=970.00' L=69.86' 1 ∆=4°05'30" ∆=

∆=4°05'30" R=970.00' L=69.27' CHD=S13°36'45"E 69.25'

' 02"W S77° 49 180.59'

LOT 119

59.57'

N/F 800 PHILLIPS ROAD LLC T.A # 065.02-4-19

5+00

"W 40' 01 S73° 3' 174.9

LOT 152

0 °0 0

∆=4°09'01" R=830.00' L=60.12' CHD=S14°15'28"E 60.11'

∆=4°09'01" R=830.00' L=60.12' CHD=S10°06'28"E 60.11'

∆=4°09'01" R=830.00' L=60.12' CHD=S05°57'27"E 60.11'

∆=4°09'01" R=830.00' L=60.12' CHD=S01°48'27"E 60.11'

L =2

D =N 1

3 0 .6

63.00' S88° 17' 35"W 343.48'

.0 0 ' R =8 15 " 7 0 ' 6 ∆ =1 6 ° 1 4 6 .6 3 ' '0 6 "W 4 2 3 ° 2 0 N =

' CH 3 1.4 1

W 2 '3 0 "

' L

4+00

N00° 46' 41"E 174.25'

2+00

∆=9°24'13" R=175.00' L=28.72' CHD=N05°28'47"E 28.69'

LOT 225 21,201 SQ.FT. 0.487 AC.

S01° 40' 54"E 142.05'

∆=12°35'32" R=830.00' L=182.41' CHD=N85°23'09"W 182.05'

∆=82°19'25" R=30.00' L=43.10' CHD=S40°23'02"E 39.49'

STREET

ORCHARD

∆=10°08'10" R=770.00' L=136.22' CHD=S86°36'49"E 136.04'

P. T. STA 0+64.63

PRIVATE R.O.W. CENTERLINE

3+00

∆=4°53'21" R=770.00' L=65.71' CHD=N87°52'49"W 65.69'

∆=3°53'24" R=770.00' L=52.28' CHD=N83°29'26"W 52.27' ∆=2°27'22" R=770.00'

99.36' S00° 46' 41"W 188.64'

PROPOSED 15' WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY

P. C. STA 2+53.61

L=33.01' CHD=S80°19'03"E 33.00'

P. C. STA 2+38.88

.7 3 ' "W 3 2 8

167.97' ' 00"E N78° 26

R=830.00' L=125.38' CHD=N08°44'43"E 125.26'

7+00

0 .0 0

CH

'5 7

67.47' PRIVATE R.O.W. LINE

7 " W 3 3 8 .5 9 '

WAY BELLORA .W.) ' WIDE R.O .0 0 6 E T A (PRIV

030

8 °4 0 D =N 0

3 4 0 .1 .0 0 ' L =

0 8 °4 0 '5 4 ' C H D =N

158.67' "E N82° 31' 30

∆=4°09'01" R=830.00' L=60.12' CHD=S02°20'34"W 60.11'

H

6 "E 4

6+00

0 .4 8 '

°5 5 '

10 0 " R=

.2 3 ' =3 3 0

" R =1 °5 5 '15

N00° 46' 41"E 137.83'

LOT 234 10,579 SQ.FT. 0.243 AC.

∆=1°21'24" R=770.00' L=18.23' CHD=S88°59'48"W 18.23' ∆=12°35'32" R=785.00' L=172.52' CHD=N85°23'09"W 172.18'

LOT 233 8,365 SQ.FT. 0.192 AC.

35' FRONT SETBACK TYP.

144.94' N86° 55' 16"E

ROW MONUMENT

' CHD

3 5 .8 5 ' C

°3 2 ' 0 D =S 0 2

142.83'

H D = S 0 6 ° 1 8 ' 0 9 " W 1 9 2 .1 6 '

5 2 .2 0 ∆ = 3 1 °1 2 ' 5 6 " R = 8 3 0 .0 0 ' L = 4 PROPOSED 20' WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY ∆=8°39'18"

N88° 17' 35"E 340.55'

8+00

L =1 9 2 . 6 1 ' C

338.64' N88° 17' 35"E

= 8 1 5 .0 0 '

0 0 .0 0 ' L = 4

1' C H

6 "E 4

N01° 42' 25"W 141.96'

21+00

(PRIVATE 60.0' WIDE R.O.W.)

60.0'

∆ = 3 1 °1 2 ' 5 6 " R = 8

9+00

2'2 7" R

340.58' N88° 17' 35"E

10+00

∆ =1 3 ° 3

346.62' N88° 17' 35"E

L = 4 1 9 .5 " R = 7 7 0 .0 0 '

°3 2 ' 0 D =S 0 2

∆ =1 8

P.R.C. STA 5+69.11

4 .3 4 '

LOT 232 8,956 SQ.FT. 0.206 AC.

LOT 235 23,035 SQ.FT. 0.529 AC.

21.81'

∆=1°56'58" R=1030.00' L=35.05' CHD=N17°10'05"W 35.04'

∆=4°55'30" R=770.00' L=66.19' CHD=N13°17'09"W 66.17'

N01° 42' 25"W 142.20'

∆=2°23'40" R=1030.00' L=43.05' CHD=N00°25'09"W 43.04'

∆=3°36'29" R=1030.00' L=64.86' CHD=N03°25'14"W 64.85'

∆=3°37'19" R=1030.00' L=65.11' CHD=N07°02'08"W 65.10'

∆=3°39'03" R=1030.00' L=65.63' CHD=N10°40'19"W 65.62'

∆=3°41'45" R=1030.00' L=66.44' CHD=N14°20'44"W 66.43'

∆=2°23'40" R=770.00' L=32.18' CHD=N16°56'44"W 32.18'

∆=4°51'28" R=770.00' L=65.28' CHD=N08°23'40"W 65.26'

∆=4°49'38" R=770.00' L=64.87' CHD=N03°33'07"W 64.85'

∆ = 3 1°1 2 ' 5 6

S76° 55' 38"E 15.00'

LOT 243 26,366 SQ.FT. 0.605 AC.

LOT 231 20,315 SQ.FT. 0.466 AC.

35.0'

LOT 236 21,998 SQ.FT. 0.505 AC.

PROPOSED 20' WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY

5' 173.0 "E 20' 30 N74°

N/F 800 PHILLIPS ROAD LLC 1580 SISTINE WAY T.A. # 065.02-4-52

356.85' N88° 17' 35"E

10+2

∆=4°49'52" R=770.00' L=64.93' CHD=N01°16'38"E 64.91'

371.38' N88° 17' 35"E

∆=4°56'48" R=770.00' L=66.48' CHD=N11°02'11"E 66.46'

B IVA ELLO R TE 60. A WA ∆=5°30'10" 0' W Y R=770.00' L=73.95' IDE R.O CHD=N15°49'27"E .W. 73.92' )

LOT 151

∆=4°52'13" R=770.00' L=65.45' CHD=N06°07'40"E 65.43'

389.18' N88° 17' 35"E

∆=5°03'58" R=770.00' L=68.08' CHD=N16°02'33"E 68.06'

LOT 237 21,993 SQ.FT. 0.505 AC.

LOT 238 22,251 SQ.FT. 0.511 AC.

LOT 239 22,778 SQ.FT. 0.523 AC.

LOT 240 23,579 SQ.FT. 0.541 AC.

LOT 241 24,653 SQ.FT. 0.566 AC.

LOT 242 25,690 SQ.FT. 0.590 AC.

LOT 244 26,679 SQ.FT. 0.612 AC.

LOT 118

N/F 800 PHILLIPS ROAD LLC T.A. # 065.02-4-51

402.46' N88° 17' 35"E

442.19' N88° 17' 35"E

N88° 17' 35"E 442.00'

LOT 246 26,240 SQ.FT. 0.602 AC.

LOT 247 25,477 SQ.FT. 0.585 AC.

410.07' N88° 17' 35"E

412.15' N88° 17' 35"E

408.77' N88° 17' 35"E

399.85' N88° 17' 35"E

385.20' N88° 17' 35"E

364.45' N88° 17' 35"E 364.45'

LOT 245 26,638 SQ.FT. 0.612 AC.

N/F 800 PHILLIPS ROAD LLC 1594 BELLORA WAY T.A. # 065.02-4-18

( PR

60' MAJOR HIGHWAY SETBACK TYP.

APPROXIMATE LOCATION 20' WIDE SANITARY SEWER EASEMENT TO THE TOWN OF WEBSTER PER LIBER 8299 PAGE 109

TOWN OF WEBSTER

S88° 17' 35"W 15.00'

N01° 42' 25"W 186.99'

PROPOSED 20' WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY

ROAD

64.82'

67.41'

64.82'

N

S01° 42' 25"E 141.98'

60.00'

142.26'

S01° 42' 25"E 783.03'

APPROXIMATE LOCATION 15' WIDE EASEMENT TO ROCHESTER GAS & ELECTRIC CORPORATION PER LIBER 4944 PAGE 33

PHILLIPS

64.82'

THE MEADOWS

SECTION 1 ROAD

T.P. 9164 (MCGS)

N01° 42' 25"W 249.30'

LOT 248 24,331 SQ.FT. 0.559 AC.

ROAD

PROJECT LOCATION

S01° 42' 25"E 1254.31' 64.82'

64.82'

15.0'

64.82'

SCHLEGEL

WALL

PROPOSED 15' WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY

SALT ROAD

64.82'

N/F 550 SALT ROAD LLC T.A. # 066.010-02-012.200 550 SALT ROAD LIBER 10933 PAGE 36

ROAD

(66' WIDE R.O.W.)

N/F KRASUCKI PROPERTIES LLC T.A. # 066.010-02-012.110 560 SALT ROAD LIBER 10195 PAGE 440

WEBSTER

N 1182249.57 E 815099.96 GRID

64.82'

N/F ROCHESTER GAS & ELECTRIC CORPORATION T.A.# 066.010-02-013.100WEB SALT ROAD

N/F THOMAS J. WIDELL II T.A. # 66.010-02-081 1705 SHALLOW CREEK TRAIL LIBER 11545 PAGE 567

COUNTY ROAD 6

N88° 17' 35"E 15.00'

SHALLOW CREEK TRAIL

GRID

20+00

N/F EDWARD A. & SUSAN. DUFFY T.A. # 66.010-02-046 1696 SHALLOW CREEK TRAIL LIBER 10097 PAGE 477

SCHLEGEL ROAD SCHOOL ENTRANCE

PROJECT DATA FRONT SETBACK

40 FT.

5 FT.

75%

19.8%

REQUIRED

PROPOSED

N/A

35 FT.

N/F 800 PHILLIPS ROAD LLC T.A. # 065.02-4-22

LOT 122 N/F 800 PHILLIPS ROAD LLC 1572 SISTINE WAY T.A. # 065.02-4-56

APPROVALS

SITE LINE & SYMBOL LEGEND

Standard

131 Change to Costich Style

SPECIAL NOTES 1. ALL THE IMPROVEMENTS SHALL BE CONSTRUCTED ACCORDING TO THE SPECIFICATIONS OF THE TOWN OF WEBSTER. 2. ALL ROADWAY CONSTRUCTION TO BE IN ACCORDANCE WITH THE SPECIFICATIONS AND REGULATIONS SET FORTH BY THE TOWN OF WEBSTER. 3. ALL SITE WORK IS TO BE IN COMPLIANCE WITH THE STANDARDS OF THE TOWN OF WEBSTER. 4. PRESERVE ALL MATURE TREES ON SITE, WHERE POSSIBLE, AND MARK SAID TREES BY THE DEVELOPER'S ENGINEER PRIOR TO THE COMMENCING OF ANY SITE WORK. REAL PROPERTY TAX SERVICE:

RIGHT-OF-WAY LINE

BY:

MONROE COUNTY DEPARTMENT OF HEALTH REALTY SUBDIVISION CONDITIONS OF APPROVAL :

DATE

TOWN ENGINEER

ADJACENT PROPERTY LINE MIN. BUILDING SETBACK CENTER LINE EXIST. CONCRETE CURB EXIST. EDGE OF PAVEMENT

PROPOSED LOT LINE

TOPOGRAPHIC SURVEY WAS CONDUCTED ON MAY 11, 2023.

DATE

WEBSTER SEWER DISTRICT

EXIST. ADJOINING PROPERTY LINE

BY:

DATE

TOWN ASSESSOR

911 APPROVAL:

EXIST. EASEMENT LINE EXIST. RIGHT-OF-WAY LINE

REFERENCES

EXIST. EDGE OF PAVEMENT

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.

EXISTING UTILITY POLE, GUY ANCHOR & POLE W/LIGHT

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. MAP ENTITLED " RE-SUBDIVISION OF REMAINING LANDS OF BELLA TERRA SUBDIVISION PER LIBER 362 OF MAPS PAGE 43" PREPARED BY COSTICH ENGINEERING DATED MARCH 10, 2023 HAVING PROJECT NUMBER 4500.02 VS 300 AND IS FILED IN THE MONROE COUNTY CLERK'S OFFICE AS LIBER 366 OF MAPS PAGE 68.

DATE:

DIRECTOR OF PUBLIC HEALTH

FIRE MARSHAL

County Highway Superintendent For the Monroe County Monumentation Law By:

BY:

DATE

DIRECTOR OF COMMUNITY DEVELOPMENT

XX.XX'

Date:

4/15/2024

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

EASEMENT DIMENSION

Applicant Email

tthomas@tra-mac.com

Monroe County Surveyors Office

BY

PUBLIC HEALTH ENGINEER

DATE Engineer's Email

mritchie@costich.com

PROJECT MANAGER

GRAPHIC SCALE 40

( IN FEET ) 1 inch = 40 ft.

T

160

M.O.R.

04/15/2024

REVISED PER TOWN COMMENTS TO REMOVE EASEMENTS AND SHIFT LOT LINES

G.S.

03/26/2024

REVISED PER MCWA COMMENTS DATED 03/22/2024

J.P.

02/01/2024

REVISED PER TOWN COMMENTS DATED 01/25/2024

J.P.

M.O.R.

01/08/2024

REVISED PER TOWN COMMENTS DATED 01/05/2024

J.P.

M.O.R.

NO.

DATE

REVISION

BY

CHKD.

APVLS.

EL

HI

C

TITLE OF PROJECT

W.T.A.

OF NEW Y E T.

Civil Engineering

DRAWN BY

W.T.A. J.S.F. TOPO/BASE

L. S. 49 N O. 0 5 0 4 S V ED UR L AND S

Landscape Architecture

G.L.R.

PLAT MAP SECTION 2B PORTION OF TAX PARCEL 065.020-01-040.222 TOWN LOTS 12 & 14, SECTION 11, TOWNSHIP 14 , RANGE 4, PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

LOCATION OF PROJECT

DATE

12/13/2023 SCALE

1"=40'

BELLA TERRA SUBDIVISION SECTION 2

TITLE OF DRAWING

Land Surveying

BOUNDARY

R

BY:

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH MONROE COUNTY SURVEYORS OFFICE:

YO

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

BY:

WE, COSTICH ENGINEERING, D.P.C., HEREBY CERTIFY T0

K

TOWN HIGHWAY SUPERINTENDENT

CERTIFICATION

EN

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

DATE:

LI C

BY:

RK O OK

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.

I

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

A

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.

PROPOSED EASEMENT LINE

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

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

PROPOSED CONCRETE CURB

N

PROPOSED BUILDING

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.

ST

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.

DATE

PLANNING BOARD CHAIRPERSON

CENTER LINE

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.

DA

BY:

6. THE DEED RESTRICTIONS FOR THE PROPERTY SHALL INCORPORATE THE DEFINITION OF THE PROPERTY LIMITS AND THE CONDITION OF DISTURBANCE BEYOND THE PROPERTY LIMITS.

E

800 PHILLIPS ROAD LLC 1570 SISTINE WAY # 065.02-4-57

TRAIL MILANO

SURVEY NOTES 1.

5. COMPLY WITH ALL REQUIREMENTS OF ANY FEDERAL, STATE, COUNTY OR TOWN AGENCY.

SECTION/PARCEL BOUNDARY

LOT 156

Costich Engineering

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

CLIENT

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

DWG. #

4500.11

CA101

SHEET 2 OF 9

D

RIM= 366.92

S

N

D

12" HDPE

TG=363.26

S-1.6 4' DIA M.H. RIM=366.1

LOT 204

DC END SECTION INV=356.90

LOT 205

LOT 207

LOT 206

DD-2 2'x2' INLET TG=367.7 DD-1 2'x2' INLET TG=367.3

DC-5 END SECTION INV=361.00

OH

357.00

.00

162'-12" HDPE @ 0.40%

357.30

W 364

364.00

11'-6" PVC @ -17.87%

W

162'-12" HDPE @ 0.77% DC-4.1 2'x2' INLET TG=362.5

DD-4 2'x2' INLET TG=366.0

PROVIDE 18" MIN. SERERATION

OH

W

E

OH

E

OH

E

OH

E

OH

E

W

E

OH

OH OH

OH

OH OH

OH

E

OH

E

OH

EXI

STI

ARRO

RM AIN

E

TOWN OF WEBSTER OPEN SPACE

ATE

E

MEADOWS TWO SUBDIVISION

2" BLOW OFF

PW

LOT 120

8" D I

LOT 121

TR R.O.W AIL .)

LOT 122

WIDE

N/F 800 PHILLIPS ROAD LLC 548 ARROWWOOD TRAIL T.A. # 065.02-5-20

REMOVE BLOW OFF AND CONNECT TO EXISTING 8" D.I.P.

NG

LOT 123

N/F 800 PHILLIPS ROAD LLC 544 ARROWWOOD TRAIL T.A. # 065.02-5-22

N/F 800 PHILLIPS ROAD LLC 546 ARROWWOOD TRAIL T.A. # 065.02-5-21

WWO OD

N/F 800 PHILLIPS ROAD LLC 542 ARROWWOOD TRAIL T.A. # 065.02-5-23

(60.0'

E

RGE 100 RGE T168

OH

LOT 124

N/F 800 PHILLIPS ROAD LLC T.A. # 65.020-01-040.224 LIBER 10731 PAGE 75 LIBER 362 OF MAPS PAGE 43 LIBER 366 OF MAPS PAGE 68

RGE 102

OH

N/F 800 PHILLIPS ROAD LLC 540 ARROWWOOD TRAIL T.A. # 065.02-5-24

APPROXIMATE LOCATION TOWN LOT 14

E

OH

E

LOT 125

LOT 126

OH

E

N/F 800 PHILLIPS ROAD LLC 536 ARROWWOOD TRAIL T.A. # 065.02-5-26

LOT 127

15+71 N/F 800 PHILLIPS ROAD LLC 538 ARROWWOOD TRAIL T.A. # 065.02-5-25

APPROXIMATE LOCATION TOWN LOT 12 APPROXIMATE LOCATION TOWN LOT 6

OH

E

N/F 800 PHILLIPS ROAD LLC 534 ARROWWOOD TRAIL T.A. # 065.02-5-27

E

MW MW

MW

23'-12" HDPE @ 0.44% 162'-12" HDPE @ 0.77%

16+00

RGE 101

APPROXIMATE LOCATION TOWN LOT 7

36 6.4 0

.00

.80

E

OH

RGE T167A

364

E

OH

DC-4 2'x2' INLET TG=361.5

44'-12" HDPE @ 0.46% (PERF.)

14'-6" PVC @ -13.83%

18 5'18 "H DP 17 E @ 7'8" 0.4 PV 9% C @ 0.8 5%

DD3 2'x2' INLET TG=365.6

DD END SECTION

DC-1 2'x2' INLET TG=360.7

APPROXIMATE LOCATION TOWN LOT 14

N/F XEROX CORPORATION T.A. # 65.020-01-040.110 750 PHILLIPS ROAD

47'-12" HDPE @ 1.71%

357.20

S00° 55' 15"E 726.83'

8" CLASS 52 ZINC COATED D.I.P. WATERMAIN

362.75

357.95

43'-12" HDPE @ 0.23%

OH

LOT 209

LOT 208

356 . 90 357

W

70'-18" HDPE @ 0.91%

17+00

OH

DC-3 END SECTION INV=357.00

LOT 210

RGE T172

LOT 203

DC-10.1 END SECTION INV=364.00

RGE 103 RGE T171

DC-6A 5' DIA M.H. RIM=365.1

S-1.8 4' DIA M.H. RIM=368.5

APPROXIMATE LOCATION TOWN LOT 12

PROPOSED 1" COPPER WATER SERVICE TO THE CURB STOP. 1" PE PRIVATE SERVICE TO THE BUILDING

69'-8" PVC @ 0.68%

LOT 211

W

S-1.5 4' DIA M.H. RIM=365.1

SA

PROVIDE 18" MIN. SERERATION

354.99

LOT 131

LOT 132

SA ST

SA

ST

W

LOT 201

N/F 800 PHILLIPS ROAD LLC 535 TERRA VERDE WAY T.A. # 065.02-4-31

ST

SA ST

W

3 358.3

LOT 202

4'X10' BOX CULVERT IN COMPLIANCE WITH PREVIOUSLY APPROVED USACE PERMIT SEE SHEET CA300

SA

1.2

4 359.5

ST

(PRIVATE 60.0' WIDE R.O.W.)

OH OH

SA ST

ST SA

ST

LOT 212

23'-12" HDPE @ 1.09% DC-8.1 2'x2' INLET TG=368.2 10'-12" HDPE @ 0.80%

358.81

S-1.7 4' DIA M.H. RIM=368.1

CS

SA

CS

358.

CS

S-1.9 4' DIA M.H. RIM=370.1

CS

D

CS

.85%

0 VC @

"P 55'-8

S 79

ARROWWOOD TRAIL

Y D

WV

356.06

OH OH

PROPOSED 6" SDR-21 STORM LATERAL TYP.

361.50

CS

353.88

S-1.4: CONNECT TO EX. STRUCTURE INV=353.32 INV=353.42

PROPOSED 4" SDR-21 SANITARY LATERAL TYP.

N/F 800 PHILLIPS ROAD LLC 531 TERRA VERDE WAY T.A. # 065.02-4-32

D

8" PVC STUB INV=353.42

SA

S

S 355.21

362.96

362.33 D 358.32 362.23 S 358.27

263'-8" PVC @ 1.16%

361.60 D 361.10

102'-8" PVC @ 0.99%

353.98

8" PVC @ 1.01%

LOT 133

LOT 134

C @ 0.40%

264'-24" HDPE @ 0.43%

170'-24" HDPE @ 0.29%

W

350.82 8" PVC

RGE T166

ST

114'-8" PV

D 362.00

(PRIVATE 60

06 363.

.52%

E

N/F 800 PHILLIPS ROAD LLC 525 TERRA VERDE WAY T.A. # 065.02-4-33

SA ST

358.98 D

6'-12" HDPE @ 1.00% 88'-12" HDPE @ 0.46%

DE WAY TERRA V.0E' R WIDE R.O.W.)

4+00

18+00

N/F 800 PHILLIPS ROAD LLC 521 TERRA VERDE WAY T.A. # 065.02-4-34

RIM=362.30 N. INV=349.88 8" PVC E. INV=349.93 8" PVC S. INV=351.58 8" PVC

CS

S

5+00

-12 154'

PE " HD

W

350.92

S

RIM=362.87

OH OH OH

CS

353.32

D 358.3

36 7.

6+00

S 86 363. 14 360.

OH

S

RIM=364.02

RIM=364.08

7+00

SA

ST

S

358.23

12" HDPE @ 1.09%

356.20 D RIM=362.14

3+00

D

76 0.

356.01

DC-6 5' DIA M.H. RIM=365.8

22'-12" HDPE @ 1.00%

2+00

W

ST SA

CS

36" HDPE

8" PVC

0+00

CS

W

WV WV

LOT 213

CS

4'-

6 3.9 36 .16 0 36

C

V "P

0.7

E DP

TG= 361.39

47 7. 35

CS CS

W

2 11

S-1.10 4' DIA M.H. RIM=371.1

60' R.O.W.

DC-6.2 2'x2' INLET TG=365.3

W

DA-5.2 5' DIA M.H. RIM=364.2

P. C. STA 1+38.02

1+00

CS

ST SA

2 '-1

00 8+

CS

18+91

(60.0' WIDE R.O.W.)

W

∆=5°16'19" R=1500.00' L=138.02' CHD=N02°32'31"E 137.97'

TERRA VERDE WAY

W

H

DC-6.1 2'x2' INLET TG=365.3

ST SA CS

SA ST

W

SA ST

PE HD

2.2

LOT 214

18 4'-

W

ST SA

SA ST

DC-9 5' DIA M.H. RIM=370.0

WV

W

EXISTING 8" DIP WATER MAIN W W

W

2" BLOW OFF

PROPOSED HYDRANT

8" CLASS 52 ZINC COATED D.I.P. WATERMAIN

DC-7 5' DIA M.H. RIM=368.1 DC-8 5' DIA M.H. RIM=368.4

1.0

E

TG=361.85

65'-12" HDPE @ 1.00%

W

DC-8.2 2'x2' INLET TG=368.2

ST

D S

0 6.5 36

OH

TG=361.67

PROPOSED 8" TEE AND GATE VALVES

CS

OH

LOT 166

LOT 222

SA

CS

REMOVE BLOW OFF AND CONNECT TO EXISTING 8" D.I.P. DA-5.1: CONNECT TO EX. STRUCTURE INV=358.23 INV=358.33

LOT 223

PROPOSED HYDRANT APRON (SEE DETAIL)

W

E

LOT 130

7% @ 0.7 DPE 12" H

N/F 800 PHILLIPS ROAD LLC T.A. # 065.02-4-66

LOT 224

LOT 221

DC-10 5' DIA M.H. RIM=371.0

PROPOSED 4" SDR-21 SANITARY LATERAL TYP.

ST SA

40 5. 36

LOT 135

LOT 219

LOT 220 N/F 800 PHILLIPS ROAD LLC T.A. # 065.02-4-30

LOT 218

ST

PROPOSED 6" SDR-21 STORM LATERAL TYP.

CS

SA

LOT 217

LOT 129

SA

CS

W

APPROXIMATE LOCATION OF EXISTING 8" DIP CLASS 52 WATER MAIN

W RIM=362.87

D 36" HDPE

PROVIDE 5' MIN. COVER OVER WATER MAIN AT DITCH CROSSING

PROPOSED HYDRANT APRON (SEE DETAIL) DC10.1 2'x2' INLET TG=370.4 LOT 216 DC-10.2 2'x2' INLET TG=370.4 23'-12" HDPE @ 0.44% 8'-12" HDPE @ 1.25% ST CS SA

N/F 800 PHILLIPS ROAD LLC 1551 BELLORA WAY T.A. # 065.02-4-35

36 2.7 1

360.76 W

36" HDPE

8" PVC 357.72 357.72

TG=361.14 N/F 800 PHILLIPS ROAD LLC 1553 SISTINE WAY T.A. # 065.02-4-29

OH

LOT 215

PROPOSED WATERMAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY D1 END SECTION INV=357.47

PROPOSED 1" COPPER WATER SERVICE TO THE CURB STOP. 1" PE PRIVATE SERVICE TO THE BUILDING

ST

10+00

36 5.5 0

W

S D

361.22

RIM=367.10

359.31

358.83

356.76

352.01 RIM=364.66

OH OH

OH

LOT 165

LOT 136

LOT 128

INSTALL LATERALS FOR FUCTURE SECTION UNDER PROPOSED ROAD.

ST

SA

OH

N/F 800 PHILLIPS ROAD LLC 1554 SISTINE WAY T.A. # 065.02-4-65

S-1.11 4' DIA M.H. RIM=372.1

S

SA

CS

ST

PROPOSED HYDRANT

N/F 800 PHILLIPS ROAD LLC 1555 SISTINE WAY T.A. # 065.02-4-28

D

OH

RGE 97/ T165

PROPOSED 8" GATE VALVE

LOT 164

N/F 800 PHILLIPS ROAD LLC 1553 BELLORA WAY T.A. # 065.02-4-36

DC-11 5' DIA M.H. RIM=372.1

ST SA

OH

LOT 137

N/F 800 PHILLIPS ROAD LLC T.A. # 65.020-01-040.221 1556 SISTINE WAY T.A. # 065.02-4-64

E

N/F 800 PHILLIPS ROAD LLC 1555 BELLORA WAY T.A. # 065.02-4-37

END OF PROPOSED WATER MAIN, PROVIDE (2) LENGTHS OF PIPE PAST THE PROPOSED GATE VALVE, PROVIDE A TAPPED TEE WITH 2" BLOW-OFF AND USE BLOW-OFF AS TEMPORARY SAMPLING TAP.

LOT 127

E

BELLA TERRA SECTION 1

10+96

N/F 800 PHILLIPS ROAD LLC T.A. # 065.02-4-27

OH

LOT 163

E

LOT 138

OH

N/F 800 PHILLIPS ROAD LLC 1558 SISTINE WAY T.A. # 065.02-4-63

REMAINING LANDS SALT ROAD (ZONED: LMR)

E

RIM=364.18 358.75

.) (60.0' WIDE R.O.W

E

N/F 800 PHILLIPS ROAD LLC 1557 BELLORA WAY T.A. # 065.02-4-38

N/F 800 PHILLIPS ROAD LLC T.A. # 65.020-01-040.222 LIBER 10731 PAGE 75 LIBER 362 OF MAPS PAGE 43 LIBER 366 OF MAPS PAGE 68

E

351.93

RT CARBELLA COU

TG=363.65

TG=363.95

24" CMP N.INV=363.22 S.INV=363.35

E

OH

TG=364.02

E

24" HDPE

LOT 162

RIM=364.66 359.36

LOT 139

8" PVC

N/F 800 PHILLIPS ROAD LLC 1560 SISTINE WAY T.A. # 065.02-4-62

24" HDPE

N/F 800 PHILLIPS ROAD LLC 1559 BELLORA WAY T.A. # 065.02-4-39

LOT 126

360.89

OH

800 PHILLIPS ROAD LLC T.A. # 065.02-4-26

358.30

LOT 140

GRID

LOT 161

800 PHILLIPS ROAD LLC 1561 BELLORA WAY T.A. # 065.02-4-40

FUTURE SECTIONS MEADOWS TWO SUBDIVISION

W

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH THESE PLANS FOR PUBLIC WATER SYSTEM EXTENSION /THESE PLANS FOR PUBLIC SANITARY SEWER EXTENSION / IMPROVEMENT ARE HEREBY APPROVED PURSUANT TOIMPROVEMENTS ARE HEREBY APPROVED PURSUANT TO ARTICLE 10NYCRR5 OF THE STATE SANITARY CODE SUBJECT TO17 OF THE NYS ENVIROMENTAL CONSERVATION LAW SUBJECT CONDITIONS OF APPROVAL TO CONDITIONS OF APPROVAL

DIRECTOR OF PUBLIC HEALTH

LOT LINE

GUTTER INLET

LOT LINE

NOTES

4" DIA. STORM DRAIN BEYOND CELLAR EXCAVATION

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

GAR.

HOUSE 4" DIA.

DRIVEWAY

CLEAN OUT 10' MIN.

PE WATER SERVICE FROM THE CURB BOX TO THE HOUSE 6" DIA. STM LATERAL

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

4" DIA. SAN. LATERAL

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

CURB BOX FOR THE WATER SERVICE ON R.O.W. LINE R.O.W. LINE

11'

COPPER WATER SERVICE FROM THE WATERMAIN TO THE CURB BOX.

TOWN DRIVEWAY NOTES 1.

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.

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

DRIVEWAY CONNECTIONS ARE NOT ALLOWED WITHIN 10' OF A HYDRANT. DRIVEWAYS TO HAVE 5 FOOT MINIMUM SEPARATION.

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.

NOTES:

EXIST. DRAINAGE SEWER, FIELD INLET INLET MANHOLE, M.H., & END SECTION

ALL CROSSOVER PIPES SHALL BE PERFORATED HDPE.

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

W

Y

DATE

TOWN HIGHWAY SUPERINTENDENT

BY:

DATE

TOWN ASSESSOR

BY:

DATE

FIRE MARSHAL

BY:

DATE

DIRECTOR OF COMMUNITY DEVELOPMENT

PROP. WATER MAIN, GATE VALVE & HYDRANT PROP. SANITARY SEWER & MANHOLE PROP. DRAINAGE SEWER, FIELD INLET INLET MANHOLE, M.H., & END SECTION

DATE

WEBSTER SEWER DISTRICT

EXIST. WATER MAIN, GATE VALVE & HYDRANT EXIST. SANITARY SEWER & MANHOLE

W

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.

NOTE

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

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

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

BY:

DATE

MONROE COUNTY WATER AUTHORITY

PROP. GUTTER AND CATCH BASIN PROJECT MANAGER

GRAPHIC SCALE 40

( IN FEET ) 1 inch = 40 ft.

160 05

04/15/2024

REVISED PER TOWN COMMENTS TO SEPARATE STORMWATER FROM MEADOWS TWO

W.T.A.

03/26/2024

REVISED PER MCWA COMMENTS DATED 03/22/2024

J.P.

M.O.R.

02/01/2024

REVISED PER TOWN COMMENTS DATED 01/25/2024

J.P.

01/25/2024

REVISED PER TOWN COMMENTS DATED 01/18/2024

J.P.

01/08/2024

REVISED PER TOWN COMMENTS DATED 01/05/2024

J.P.

M.O.R.

NO.

DATE

REVISION

BY

CHKD.

APVLS.

TE EL O R I T Y

DRAWN BY

BOUNDARY

C

HA

PR

0 9 6 1 84

OFE

SS I O N

TITLE OF PROJECT

W.T.A.

OF NEW

ED

NOT TO SCALE

LEGEND

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

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.

DATE

PLANNING BOARD CHAIRPERSON

NS

TYPICAL LATERAL LAYOUT DETAIL

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.

DATE:

BY:

L I CE

NOTE

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

8" MIN. DIA. WATERMAIN

DATE

TOWN ENGINEER

RK O IE

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

W

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)

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.

PUBLIC HEALTH ENGINEER

BY:

H

W

MANHOLES ARE NOT TO CONFLICT WITH DRIVEWAY

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

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.

STORM SEWER NOTES

SANITARY SEWER STORM SEWER WYE

ROAD CENTERLINE

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 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 MONROE COUNTY WATER AUTHORITY WITH ANY ADDITIONAL QUESTIONS.

H

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

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

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.

BY

APPROVALS

PLEASE NOTE THE FOLLOWING INFORMATION

ER

2. 3.

DATE

DATA SUPPLIED BY THE MCWA LOCATION: TERRA VERDE WAY TEST DATE: 5/26/2023 STATIC PRESSURE = 55 PSI OBSERVED FLOW = 1067 GPM RESIDUAL PRESSURE = 44 PSI Q20= 1993 GPM

I NE

PUBLIC HEALTH ENGINEER

HYDRANT FLOW TEST DATA

NG

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.

1. THE WATER MAIN SHALL BE DISINFECTED EQUAL TO A.W.W.A. STANDARD FOR "DISINFECTING OF WATER MAINS, DESIGNATION C651" (LATEST REVISION). FOLLOWING DISINFECTION, THE WATERMAIN SHALL BE FLUSHED UNTIL THE CHLORINE CONCENTRATION, IN THE WATER LEAVING THE MAIN, IS NO HIGHER THAN THAT GENERALLY PREVAILING IN THE SYSTEM. ALL WATER MAIN FITTINGS NOT RECEIVING 24-HOUR CHLORINE DISINFECTION CONTACT TIME MUST BE SWAB DISINFECTED 30 MINUTES PRIOR TO INSTALLATION. THE SAMPLING POINT(s) MUST BE DECONTAMINATED BY FLAMING. FIRE HYDRANTS ARE NOT ACCEPTABLE SAMPLING POINTS. THE MONROE COUNTY DEPARTMENT OF HEALTH MUST RECEIVE AT LEAST 48-HOUR ADVANCE NOTIFICATION REQUESTING SAMPLING SERVICES. SAMPLING WILL NOT BE PERFORMED PRIOR TO RECEIPT FROM A NEW YORK STATE LICENSED OR REGISTERED DESIGN PROFESSIONAL (ENGINEER, ARCHITECT OR LAND SURVEYOR WITH A SPECIAL EXEMPTION UNDER SECTION 7208(n) OF THE EDUCATION LAW) CERTIFYING THAT THE WATER SUPPLY IMPROVEMENTS, TESTING AND DISINFECTION PROCEDURES WERE COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS, REPORTS, SPECIFICATIONS AND ANY APPROVED AMENDMENTS. THE DEPARTMENT WILL COLLECT SAMPLES FOR FREE CHLORINE RESIDUAL, TOTAL COLIFORM, ESCHERICHIA COLI (E. COLI) AND TURBIDITY. THE WATER MAIN SHALL NOT BE PLACED INTO SERVICE UNTIL SO AUTHORIZED BY THE MONROE COUNTY DEPARTMENT OF HEALTH.

E

2. 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.

BY

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.

A

C

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 (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 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).

ST

· ·

M.C.H.D. WATER MAIN NOTES

MI

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

GENERAL UTILITY NOTES

D

SANITARY SEWER NOTES

PUBLIC WATER SYSTEM NOTES

DIRECTOR OF PUBLIC HEALTH

AL

Civil Engineering

W.T.A.

TITLE OF DRAWING

Land Surveying

J.S.F. TOPO/BASE

Landscape Architecture

G.L.R.

UTILITY SECTION 2A PORTION OF TAX PARCEL 065.020-01-040.223 TOWN LOT 12, & 14 , TOWNSHIP 14 , RANGE 4, SECTION 11, PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

LOCATION OF PROJECT

DATE

12/13/2023 SCALE

1"=40'

BELLA TERRA SUBDIVISION SECTION 2

Costich Engineering

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

CLIENT

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

DWG. #

4500.11

CA110 SHEET 3 OF 9

ST SA

W

OH

W

OH

G

W

OH

W

OH

W

OH

G

W

OH

W

OH

W

OH OH OH

0.37%

360.6

CS CS

W

10+2 3

WV

12" H DPE

GV

Y

H

4 364.1

W

NE W AY WIDE R.O.W .)

ST

SA

VALVE MUST REMAIN CLOSED

APPROXIMATE LOCATION OF EXISTING 8" DIP CLASS 52 WATER MAIN

W

LOT 152

PROPOSED 6" SDR-21 STORM LATERAL TYP.

N/F 800 PHILLIPS ROAD LLC T.A # 065.02-4-19

W ST SA

CS

SA ST

ST

SA

ST SA SA

LOT 259

ST SA SA

23'-12" HDPE @ 0.43%

LOT 253

LOT 251

SA

ST

W

SANITARY SEWER NOTES

LOT LINE

GUTTER INLET

NOTES

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

GAR.

4" DIA. DRIVEWAY

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

4" DIA. SAN. LATERAL

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

11'

COPPER WATER SERVICE FROM THE WATERMAIN TO THE CURB BOX.

24+00

VERDE WAY 28+00 (60.0' WIDE R.O.W.)

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

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

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

LEGEND 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

NOTE

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

EXIST. WATER MAIN, GATE VALVE & HYDRANT EXIST. SANITARY SEWER & MANHOLE

W

DRIVEWAYS TO HAVE 5 FOOT MINIMUM SEPARATION.

NOTES

1. 2.

DATE

PLANNING BOARD CHAIRPERSON

TOWN DRIVEWAY NOTES 1.

DATE:

BY:

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

DATE

TOWN ENGINEER

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.

BY:

ALL CROSSOVER PIPES SHALL BE PERFORATED HDPE.

W

Y

PROP. WATER MAIN, GATE VALVE & HYDRANT PROP. SANITARY SEWER & MANHOLE

DATE

TOWN HIGHWAY SUPERINTENDENT

BY:

DATE

WEBSTER SEWER DISTRICT

BY:

DATE

TOWN ASSESSOR

BY:

DATE

FIRE MARSHAL

EXIST. DRAINAGE SEWER, FIELD INLET INLET MANHOLE, M.H., & END SECTION BY:

DATE

DIRECTOR OF COMMUNITY DEVELOPMENT

PROP. DRAINAGE SEWER, FIELD INLET INLET MANHOLE, M.H., & END SECTION

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

PROP. GUTTER AND CATCH BASIN

BY:

DATE

MONROE COUNTY WATER AUTHORITY

PROJECT MANAGER

GRAPHIC SCALE 40

( IN FEET ) 1 inch = 40 ft.

160

03/26/2024

REVISED PER MCWA COMMENTS DATED 03/22/2024

J.P.

02/01/2024

REVISED PER TOWN COMMENTS DATED 01/25/2024

J.P.

01/25/2024

REVISED PER TOWN COMMENTS DATED 01/18/2024

J.P.

01/08/2024

REVISED PER TOWN COMMENTS DATED 01/05/2024

J.P.

M.O.R.

NO.

DATE

REVISION

BY

CHKD.

M.O.R.

APVLS.

TE EL O R I T Y

DRAWN BY

BOUNDARY

C

HA

PR

0 9 6 1 84

OFE

SS I

TITLE OF PROJECT

W.T.A.

OF NEW

ED

NOT TO SCALE

PUBLIC HEALTH ENGINEER

APPROVALS

NS

TYPICAL LATERAL LAYOUT DETAIL

BY

L I CE

NOTE

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

8" MIN. DIA. WATERMAIN

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

DIRECTOR OF PUBLIC HEALTH

RK O IE

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

W

DATE

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

H

W

MANHOLES ARE NOT TO CONFLICT WITH DRIVEWAY

STORM SEWER NOTES

SANITARY SEWER STORM SEWER WYE

ROAD CENTERLINE

2. 3.

H

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

INSTALLATION

ER

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.

PUBLIC HEALTH ENGINEER

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH

M.C.H.D. WATER MAIN NOTES

I NE

MATERIAL

GENERAL UTILITY NOTES

NG

CURB BOX FOR THE WATER SERVICE ON R.O.W. LINE R.O.W. LINE

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

E

PE WATER SERVICE FROM THE CURB BOX TO THE HOUSE 6" DIA. STM LATERAL

28+38

MILANO TRAIL (60.0' WIDE R.O.W.)

A

10' MIN.

W

CLEAN OUT

FUTURE SECTIONS OF BELLA TERRA SUBDIVISION

PLEASE NOTE THE FOLLOWING INFORMATION

BY

· ·

HOUSE

DATA SUPPLIED BY THE MCWA LOCATION: SALT ROAD TEST DATE: 5/26/23 STATIC PRESSURE = 94 PSI OBSERVED FLOW = 1054 GPM RESIDUAL PRESSURE = 47 PSI Q20= 1347 GPM

DIRECTOR OF PUBLIC HEALTH

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

4" DIA. STORM DRAIN BEYOND CELLAR EXCAVATION

S-12.1 4' DIA M.H. RIM=371.5

HYDRANT FLOW TEST DATA

REMAINING LANDS SALT ROAD (ZONED: LMR)

PUBLIC WATER SYSTEM NOTES

LOT LINE

W

S

FUTURE LOT 302

RIM=365.03

360.78

D

360.88

LOT 155 LOT 155

FUTURE LOT 301

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH

LOT 121 8" PVC

58"x36" CMP CULVERT N. INV=357.50 S. INV=357.80

N/F 800 PHILLIPS ROAD LLC 1574 SISTINE WAY T.A. # 065.02-4-55

N/F 800 PHILLIPS ROAD LLC 1575 SISTINE WAY T.A. # 065.02-4-21

∆=2°25'01" R=2100.00' L=88.58' CHD=N80°17'53"W 88.58'

SA ST

D

W

354.67

S

RIM=365.16

354.53 CONC. HEADWALL

TG=364.26

TG=364.21

N/F 800 PHILLIPS ROAD LLC T.A. # 65.020-01-040.222 LIBER 10731 PAGE 75 LIBER 362 OF MAPS PAGE 43 LIBER 366 OF MAPS PAGE 68

LOT 230

SA ST

DB-15A 5' DIA M.H. RIM=371.5

LOT 120

LOT 154

DB-15 5' DIA M.H. RIM=374.1

CS

PROPOSED HYDRANT.

LOT 260

LOT 250

STA 0+00 BELLORA WAY EQUALS STA 4+56.15 VERDE WAY

H

LOT 252

N/F 800 PHILLIPS ROAD LLC 1577 SISTINE WAY T.A. # 065.02-4-20

N/F 800 PHILLIPS ROAD LLC 1576 SISTINE WAY T.A. # 065.02-4-54

N

W

∆=9°24'13" R=175.00' L=28.72' CHD=N05°28'47"E 28.69'

SA

V WV W

LOT 254

Y D

WV

LOT 258

CS ST

CS

W

S-12 5' DIA M.H. RIM=374.5

ST

PROVIDE 8" GATE VALVES

LOT 255

PROPOSED 1" COPPER WATER SERVICE TO THE CURB STOP. 1" PE PRIVATE SERVICE TO THE BUILDING

RIM=365.87

LOT 153

ST

N10° 10' 53"E 35.91'

W

END OF PROPOSED WATER MAIN, PROVIDE (2) LENGTHS OF PIPE PAST THE PROPOSED GATE VALVE, PROVIDE A TAPPED TEE WITH 2" BLOW-OFF AND USE BLOW-OFF AS TEMPORARY SAMPLING TAP.

H

D

N/F 800 PHILLIPS ROAD LLC 1578 SISTINE WAY T.A. # 065.02-4-53

DB-14.2 2'x2' INLET TG=370.9

SA

LOT 256

PROPOSED 4" SDR-21 SANITARY LATERAL TYP.

LOT 119

ST

8" CLASS 52 ZINC COATED D.I.P. WATERMAIN

LOT 257

SA ST

W

367.29 ST SA

10'-12" HDPE @ 0.56%

DB-11 5' DIA M.H. RIM=370.5

DB-10.2 2'x2' INLET TG=369.2

LOT 249

CS

DB-12.2 2'x2' INLET TG=369.5

CS

W

CS CS

(60.0'

SISTE

358.00

8" PVC

N/F 800 PHILLIPS ROAD LLC 1580 SISTINE WAY T.A. # 065.02-4-52

W

CS

W

CS

DB-13 5' DIA M.H. RIM=370.1

W

CS

25'-12" HDPE @ 0.80%

24'-12" HDPE @ 0.95%

8+00

W

W W

6+00

CS

W

5+00

W

CS

APPROXIMATE LOCATION TOWN LOT 14

WV WV

RIM=367.53

S

TG=366.56

D

7+00

W W

R

P. C. STA 5+69.11

W

WV

364.20

W

6 361.4 67 S 364.

364.57

E @ 0.40% 154'-30" HDP

6'-12" HDPE @ 0.73%

364.10

WV D

LOT 151

CS

D 363.96

9+00 W

N/F 800 PHILLIPS ROAD LLC T.A. # 065.02-4-51

TG=367.29

360.75

RIM=369.71 363.8 6 RIM=369.56

DB-10.1 2'x2' INLET TG=370.2

10+00

S

361.36

W

CS

'15 "

W

364.55

25+00

PE @

∆

55 =1 8 °

0. =1 0 0

0 .2 3

ST

196'-12" HDPE @ 0.40% 207'-8" P VC @ 0.4 0%

30" H D

D

=3 3 00' L

LOT 229 SA

0+00

368.60

D

236'-

17 365.

365.2

367.72 P. C. STA 0+35.91

S

365.37

CS

C

8" PV

CS

40% @ 0.

1+00

CS

D

10'-12" HDPE @ 1.04%

N00° 46' 41"E 174.25'

2+00 DB-14.1 2'x2' INLET TG=370.9

368.10

364.55 364.45

299'-18" HDPE @ 0.4 P. T. STA 0+64.63 0%

P. C. STA 2+38.88

367.82

26+00

W

CS

DB-14 5' DIA M.H. RIM=371.2

P. C. STA 4+29.43

WV

364.4 1

SA ST

ST SA

153'-8" PVC @ 0.40%S-9 4' DIA M.H. ST SA SA ST RIM=370.6

1 365.7 ORA WAY L L E B 3+00 .) .7 3 ' IDE R.O.W 368.30 W ' "W 3 2 8 .0 7 0 6 5 ' E 0 T 4 IVA (P4R+00 =N 0 8 ° ' CHD

26'-12" HDPE @ 0.76%

300'-8" PVC @ 0.40%

Y D

363.2

D

CS

SA

W

363.1 6

SA ST

D

363.25 366.52

DB-15.1 2'x2' INLET TG=373.9

368.02

27+00

RIM=369.01 C @1 .25%

8" PV

CS

362.50 365.81

CS

APPROXIMATE LOCATION TOWN LOT 12

0.00%

364.30

PE @

TG= 367.48

WV

Y D

30" H D

DB-12 5' DIA M.H. RIM=369.8

0 62.4 S

Y D

357.4 0

357.4 7

SA ST

S

DB-15.2 2'x2' INLET TG=373.9

ST SA CS

366.75

∆=12°35'32" R=800.00' L=175.82' CHD=S85°23'09"E 175.47'

S-11 4' DIA M.H. RIM=371.4 SA ST

@ 0.40% 366.42 D 163'-8" PVC PE @ 0.40% 152'-24" HD 6'-12" HDPE @ 1.63%

LOT 228

CS

SA ST

363.16

CS CS

SA ST

CS

SA ST

CS

H

8" PV C

W

363.1

LOT 234

ST SA

SA

ST

SA

LOT 235

22 8.

H

D

BE (60 LLOR .0 ' WI A W A DE R .O Y .W .)

LOT 243

DB-10: CONNECT TO EX. STRUCTURE INV=363.86 INV=363.96 INV=363.96 126'-30" HDPE @ 0.40%

S-8: CONNECT TO EX. STRUCTURE INV=360.66 DB-9 INV=360.75 CONSTRUCT 5' DIA M.H. OVER EX. SEWER RIM=369.0 ST

SA ST

DB-12.1 2'x2' INLET TG=369.5

LOT 227

CS

SA ST

LOT 244

W

LOT 245

LOT 246 S

S-10 4' DIA M.H. RIM=370.2

110'-24" HDPE @ 0.40%

SA

CS

LOT 236

LOT 242

RIM=367.99 RIM=368.23

LOT 237

LOT 239

LOT 240

366.00

LOT 247

LOT 248

LOT 241

LOT 238

SA ST

LOT 233

ST

136'-12" HDPE @ 0.40%

198'-12" HDPE @ 1.01%

LOT 118

W

205'-12" HDPE @ 0.40%

W

N/F 800 PHILLIPS ROAD LLC 1594 BELLORA WAY T.A. # 065.02-4-18

PROPOSED 8" D.I.P. CL 52 ZINC COATED DB-14A 2'x2' INLET TG=369.9

CS

D

W

OH

365.12

W

368.00

P. C. STA 2+53.61

DB-12A END SECTION INV=368.00

LOT 226

C

W

DB-9A 2'x2' INLET TG=368.0

ST SA

23+00 313'-12" HDPE @

ST SA

S-13 4' DIA M.H. RIM=379.4

CS

MI

G

LOT 117

LOT 225

S

1.94%

CS

550 LF OF 8" CLASS 52 ZINC COATED D.I.P. WATERMAIN

DB-16 5' DIA M.H. RIM=379.3

ST

G

TG=365.77

374.00

75'-12" HDPE @ 0.53%

367.82

G

OH

LOT 232

363.29 N/F 800 PHILLIPS ROAD LLC 1592 BELLORA WAY T.A. # 065.02-4-17

373.90

W

G

PROPOSED 4" SDR-21 SANITARY LATERAL TYP.

12" HD PE

DB-16.1 2'x2' INLET TG=377.0

374.40

369.30

W

G

362.23

296' - 15" PVC @ 1.14%

D

22+00 S88° 19' 06"W 253.61'

CS

PROPOSED 6" SDR-21 STORM LATERAL TYP.

PROPOSED EASEMENT TO THE MCWA.

RIM=378.18 368.94

254'-8" PVC @ 1.87%

G

W

362.1

WV

G

361 .85

2% 0.8 C@

W

PROPOSED 1" COPPER WATER SERVICE TO THE CURB STOP. 1" PE PRIVATE SERVICE TO THE BUILDING

LOT 231

TG=365.38

Y D

RIM=371.10

W

G

PV

W

G

APPROXIMATE LOCATION OF 8" CI WATER MAIN PER M.C.W.A.

W

VERDE WAY (PRIVATE 60.0' WIDE R.O.W.)

G

- 8"

W

92'

W

.66

W

G

Y D

G

361

W

G

RGE T157A

W

G

H

G

SHALLOW CREEK

G

D

G

S 360.30

G

360.35

G

8" PVC

G

359.82

G

RIM=369.30

G

RGE 91

G

WV

G

292' - 15" PVC @ 1.24%

S 365.24

S

368.87

RIM=371.20

15" PVC

12" H DPE

G

S

G

359.79

G

359.52

H

1.44%

293' - 15" PVC @

S 361.01

361.77

G

S

RIM=371.82

15" PVC

359.88

365.09

G

RIM=370.02

RIM=369.87

RIM=367.68

PROVIDE 8" GATE VALVE. . TAP PROVIDE DISINFECTION AND SAMPLING

21+00

15" PVC

PROPOSED 15' FRONTAGE EASEMENT TO MONROE COUNTY WATER AUTHORITY

EXISTING HYDRANT TO BE ABANDONED. NEW HYDRANT TO BE INSTALLED NORTH OF VERDE WAY BY THE MCWA FOR A QUOTED AMOUNT.

W

358.42

SALT ROAD

RIM=370.10

15.0'

S

359.47

VALVE TO REMAIN CLOSED AND BE CONSIDERED A ZONE VALVE. ONLY MCWA PERSONNEL ARE TO OPERATE VALVES. FURNISH AND INSTALL NEW 8”X8”X8” TAPPING SLEEVE AND VALVE. CONTRACTOR WILL PROVIDE EXCAVATION AND ALL MATERIALS FOR A SAFE EXCAVATION (PROPER TRENCH SHORING) WITH PLACEMENT OF AN ADEQUATELY SIZED THRUST BLOCK PER MCWA DETAIL. COORDINATE WITH MCWA TO SCHEDULE AND PERFORM THE TAP FOR A SET FEE. CONTRACTOR RESPONSIBLE FOR BACKFILLING WITH SUITABLE MATERIAL AND RESTORATION OF ALL GROUND SURFACES IMMEDIATELY UPON REMOVING THE SAMPLE TAP AFTER TESTING.

S 361.90

(66' WIDE R.O.W.)

COUNTY ROAD 6

N/F 550 SALT ROAD LLC T.A. # 066.010-02-012.200 550 SALT ROAD LIBER 10933 PAGE 36

GRID

12" CMP N.INV=367.16 S.INV=367.24

W

358.34

PROVIDE DISINFECTION AND SAMPLING TAP

N/F ROCHESTER GAS & ELECTRIC CORPORATION T.A.# 066.010-02-013.100WEB SALT ROAD

W

FURNISH AND INSTALL NEW 8”X8”X8” TAPPING SLEEVE AND VALVE. CONTRACTOR WILL PROVIDE EXCAVATION AND ALL MATERIALS FOR A SAFE EXCAVATION (PROPER TRENCH SHORING) WITH PLACEMENT OF AN ADEQUATELY SIZED THRUST BLOCK PER MCWA DETAIL. COORDINATE WITH MCWA TO SCHEDULE AND PERFORM THE TAP FOR A SET FEE. CONTRACTOR RESPONSIBLE FOR BACKFILLING WITH SUITABLE MATERIAL AND RESTORATION OF ALL GROUND SURFACES IMMEDIATELY UPON REMOVING THE SAMPLE TAP AFTER TESTING

N/F THOMAS J. WIDELL II T.A. # 66.010-02-081 1705 SHALLOW CREEK TRAIL LIBER 11545 PAGE 567

PROVIDE 8" GATE VALVE

N/F KRASUCKI PROPERTIES LLC T.A. # 066.010-02-012.110 560 SALT ROAD LIBER 10195 PAGE 440

20+00

N/F EDWARD A. & SUSAN. DUFFY T.A. # 66.010-02-046 1696 SHALLOW CREEK TRAIL LIBER 10097 PAGE 477

APPROXIMATE LOCATION OF 8" DI WATER MAIN PER M.C.W.A.

L O NA

Civil Engineering

W.T.A.

TITLE OF DRAWING

Land Surveying

J.S.F. TOPO/BASE

Landscape Architecture

G.L.R.

UTILITY SECTION 2B PORTION OF TAX PARCEL 065.020-01-040.223 TOWN LOT 12, & 14 , TOWNSHIP 14 , RANGE 4, SECTION 11, PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

LOCATION OF PROJECT

DATE

12/13/2023 SCALE

1"=40'

BELLA TERRA SUBDIVISION SECTION 2

Costich Engineering

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

CLIENT

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

DWG. #

4500.11

CA111

SHEET 4 OF 9

RIM=367.10

N

D

368

TG=363.26

SF D LO

367

LIMITS OF TOPSOIL PILE TO BE REMOVED

372

E

LOD

E

SF

D

LOD

LO

D

E

SF SF

371

SF

371

370

(60.0'

360

363

SF

371

APPROXIMATE LOCATION TOWN LOT 12

APPROXIMATE LOCATION TOWN LOT 14

E

TOWN OF WEBSTER OPEN SPACE

ARRO W

CONTRACTOR TO INSTALL ROADWAY TO MAKE CONNECTION TO ARROWWOOD TRAIL AS CONSTRUCTED IN MEADOWS TWO SUBDIVISION. CONTRACTOR TO COORDINATE CONNECTION WITH MEADOWS TWO SITE CONTRACTOR.

LOD

MEADOWS TWO SUBDIVISION

LOD

LOT 120

AIL

LOT 121

.O.W .)

LOT 122

IDE R

LOT 123

WOO D TR W

N/F 800 PHILLIPS ROAD LLC 548 ARROWWOOD TRAIL T.A. # 065.02-5-20

WOODS

LO

LOD N/F 800 PHILLIPS ROAD LLC 546 ARROWWOOD TRAIL T.A. # 065.02-5-21

367

5 36

364

LOD

N/F 800 PHILLIPS ROAD LLC 544 ARROWWOOD TRAIL T.A. # 065.02-5-22

364

D LO

ARROWWOOD TRAIL LOD

E

LOD

N/F 800 PHILLIPS ROAD LLC 542 ARROWWOOD TRAIL T.A. # 065.02-5-23

LOT 124

LOT 125

LOT 126

LOT 127

N/F 800 PHILLIPS ROAD LLC 540 ARROWWOOD TRAIL T.A. # 065.02-5-24

SF

371 368

369

367

APPROXIMATE LOCATION TOWN LOT 6

LOD

N/F 800 PHILLIPS ROAD LLC 538 ARROWWOOD TRAIL T.A. # 065.02-5-25

APPROXIMATE LOCATION TOWN LOT 12

N/F 800 PHILLIPS ROAD LLC T.A. # 65.020-01-040.224 LIBER 10731 PAGE 75 LIBER 362 OF MAPS PAGE 43 LIBER 366 OF MAPS PAGE 68

15+71 N/F 800 PHILLIPS ROAD LLC 536 ARROWWOOD TRAIL T.A. # 065.02-5-26

SF D

0 36 1

36 1

SF

363

D LO

SF

LOD

LO

(PRIVATE 60.0' WIDE R.O.W.)

E

LOD

16+00

APPROXIMATE LOCATION TOWN LOT 7

N/F 800 PHILLIPS ROAD LLC 534 ARROWWOOD TRAIL T.A. # 065.02-5-27

SF

X

SF

D

SF

S

X

36 5

LOD

LO

DD-2 TG=367.7 E

DC-4.1 TG=362.5

RIP RAP OUTLET PROTECTION TYP.

369

367

365

DD-4 TG=366.0

DD END SECTION

E

LOD

DC-4 TG=361.5

SF

LOD

SF

LOD

SF

LOD

SF

DC-3 END SECTION SILT FENCE INV=357.00 TYP.

DC-1 TG=360.7

WOODS

LOD

362

370 371

368

366

LOD

SF

369

361

D

SF

359 360

367

N/F XEROX CORPORATION T.A. # 65.020-01-040.110 750 PHILLIPS ROAD

LO

SF

358

LOD

S

X

366

E

X

357

TOP OF BANK 364.0 SPILLWAY INV. 362.5

E

SF

DC END SECTION INV=356.90

S00° 55' 15"E 726.83'

APPROXIMATE LOCATION TOWN LOT 14

364

X

TEMPORARY TOPSOIL STOCKPILE

365

366

X

37 0

368

E

LOD

17+00

362

361

369

DD3 END SECTION INV=364.00

X

362

LOD

357 358

LOD

X

358 357

DD-1 TG=367.3

TOP OF BANK 362.70 SPILLWAY INV. 361.70

367

DC-5 END SECTION INV=361.00

370

E

359

LOT 204

LOT 208

LOT 207

E

SF

360

LOT 206

GARAGE ELEV. =368.3

LOD

SF

EDGE OF BRUSH / HEDGEROW

LOT 205

GARAGE ELEV. =368.3

LOD

360

GARAGE ELEV. =370.5

LOD

D

361

GARAGE ELEV. =367.3

EDGE OF BRUSH / HEDGEROW

LOD

362

LOT 203

GARAGE ELEV. =367.3

LOD

D

LOT 132

36361 1

GARAGE ELEV. =366.3

4 7 36 35 58 363 59 3 1 60 3 362 36 3 3

LOT 131

GARAGE ELEV. =370.5

LOD

D

LO

1 37

LOT 210 LOT 209

LO

362

SF SF

3 37

DC-10.1 END SECTION INV=364.00

LOD

SF 36 2

LOT 201

S-1.6 RIM=366.1

DC-8 RIM=368.4

SF

N/F 800 PHILLIPS ROAD LLC 531 TERRA VERDE WAY T.A. # 065.02-4-32

SF

N/F 800 PHILLIPS ROAD LLC 535 TERRA VERDE WAY T.A. # 065.02-4-31

DC-7 RIM=368.1 S-1.7 RIM=368.1

LOD

LOT 133

6 36

LOT 211

S-1.8 RIM=368.5

E

D

LOT 202

363

S

E

LO

DC-6A RIM=365.1 S-1.5 RIM=365.1

S

LO D

LO

N/F 800 PHILLIPS ROAD LLC 525 TERRA VERDE WAY T.A. # 065.02-4-33

GARAGE ELEV. =364.3

S

SF

D

18+00

GARAGE ELEV. =364.3

D

DC-6 RIM=365.8

S LO D

SF

N/F 800 PHILLIPS ROAD LLC 521 TERRA VERDE WAY # 065.02-4-34

X

GARAGE ELEV. =371.5

373

363

DA-5.2 RIM=364.2

X

D

X

LO D

D

LOT 212

LO D

D

S

X

RIM=364.02

(PRIVATE

X

D RIM=362.14

DC-6.1 TG=365.3

RIM=364.08

DE WAY TERRA60V.0E' R WIDE R.O.W.)

SF

X

S

4+00

3+00

GARAGE ELEV. =371.5

S-1.9 RIM=370.1 DC-9 RIM=370.0

X

DC-8.1 TG=368.2

5+00

X

2+00

0+00

D LO

6+00

X

X X

X

P. C. STA 1+38.02

1+00

371

S

7+00

X

TG= 3 361.39 62

X

DC-6.2 TG=365.3

18+91

60' R.O.W.

(60.0' WIDE R.O.W.)

D X X

X

36 1

LOD

DC-8.2 TG=368.2

X

TERRA VERDE WAY

LOD

STABILIZED ∆=5°16'19" R=1500.00'362 CONSTRUCTION L=138.02' ENTRANCE CHD=N02°32'31"E 137.97'

D

X

LOD

TERRA VERDE WAY

367 INLET PROTECTION TYP.

LO

X X

E

LOD

SF

RIM=362.87

SF

LO

LOT 213

D

TG=361.85

D

LO

X X

SF

X X

LO

SF

GARAGE ELEV. =372.5

S-1.10 RIM=371.1 DC-10 RIM=371.0

00 8+

369

LOT 214

DC10.1 TG=370.4

D S

X X

TG=361.67

X

LOD

2 37

GARAGE ELEV. =372.5

370

368

LOT 166

00 X

GARAGE ELEV. =368.1

X

GARAGE ELEV. =365.8

X

GARAGE ELEV. =370.5

GARAGE ELEV. =369.3

X

LOT 222

371

LOT 218

LOT 219

LOT 221

SF

GARAGE ELEV. =365.8

LOT 217 LOT 220

D LO

LOD

368

362

DC-10.2 TG=370.4

GARAGE ELEV. =371.5

D LO

LO D

LOT 130

LOT 223

SF

GARAGE ELEV. =371.5

LOT 216

364

5 36

364

N/F 800 PHILLIPS ROAD LLC T.A. # 065.02-4-66

LOT 224

10+00

LOT 215

1 37

368

D

SF

372

LO

N/F 800 PHILLIPS ROAD LLC T.A. # 065.02-4-30

37 0

36 9

368

367

E

D

SF

RIM=362.87

D

366

363

LOT 135

LOD

365

363

N/F 800 PHILLIPS ROAD LLC 1551 BELLORA WAY T.A. # 065.02-4-35

371

D

S-1.11 RIM=372.1

L

TG=361.14

LOT 129

LO

S

OD

LOT 165 N/F 800 PHILLIPS ROAD LLC 1553 SISTINE WAY T.A. # 065.02-4-29

D

LOD

371

LO LO

LOT 128

1 37

D

LO

OD

365

LOT 136

366

N/F 800 PHILLIPS ROAD LLC 1555 SISTINE WAY T.A. # 065.02-4-28 366

N/F 800 PHILLIPS ROAD LLC 1554 SISTINE WAY T.A. # 065.02-4-65

L

LOD

3 36

N/F 800 PHILLIPS ROAD LLC 1553 BELLORA WAY T.A. # 065.02-4-36

D LO

SF

LOT 164

LOD

OD

D

DC-11 RIM=372.1

E

USE LOTS 224 AND 223 AS TEMPORARY STAGING AREA WITH CONCRETE WASHOUT

LO

2 37

SILT FENCE TYP.

SF

N/F 800 PHILLIPS ROAD LLC T.A. # 65.020-01-040.221 1556 SISTINE WAY T.A. # 065.02-4-64

10+96

L

LIMITS OF DISTURBANCE SECTION 2 A 10.78 ACRES

D

OD

366

LOT 137

LOD

LO

370

LOD

SF

N/F 800 PHILLIPS ROAD LLC T.A. # 065.02-4-27

LOT 127 N/F 800 PHILLIPS ROAD LLC 1555 BELLORA WAY T.A. # 065.02-4-37

D

SF

LOT 163

BELLA TERRA SECTION 1

LO

367

SF

LOT 138

SF

N/F 800 PHILLIPS ROAD LLC 1558 SISTINE WAY T.A. # 065.02-4-63

LOD

SF

N/F 800 PHILLIPS ROAD LLC 1557 BELLORA WAY T.A. # 065.02-4-38

D

LO

SF

REMAINING LANDS SALT ROAD (ZONED: LMR)

LOD

S

TG=363.95

D

4 36

LO

RIM=364.18

.) (60.0' WIDE R.O.W

TG=363.65

EDGE OF BRUSH / HEDGEROW

N/F 800 PHILLIPS ROAD LLC T.A. # 65.020-01-040.222 LIBER 10731 PAGE 75 LIBER 362 OF MAPS PAGE 43 LIBER 366 OF MAPS PAGE 68

SF

T

SF

LOT 162

R CARBELLA COU

SF

TG=364.02

SF

LOT 139

SF

N/F 800 PHILLIPS ROAD LLC 1560 SISTINE WAY T.A. # 065.02-4-62

RIM=364.66

SF

N/F 800 PHILLIPS ROAD LLC 1559 BELLORA WAY T.A. # 065.02-4-39

RIM=364.66

D

S

LOT 126

RIM= 366.92

800 PHILLIPS ROAD LLC T.A. # 065.02-4-26

LOT 161

GRID

LOT 140

N/F 800 PHILLIPS ROAD LLC 1561 BELLORA WAY T.A. # 065.02-4-40

FUTURE SECTIONS MEADOWS TWO SUBDIVISION

LEGEND NOTES:

PERFORATED PIPE, COLLECTION SYSTEM OVERFLOW 'CATCH BASIN'

BERM

D

NOTE

DRIVEWAYS ARE NOT PERMITTED 1. ALL CROSSOVER PIPES SHALL BE PERFORATED HDPE. OVER MANHOLES, CLEAN-OUTS, VALVES AND CATCH BASINS 2.

OUTLET

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

2:1 SLOPE 1.5' MAX.

3:1 SLOPE

12" MIN. 24" MAX.

12"

STAKE

EXIST. WATER MAIN, GATE VALVE & HYDRANT EXIST. SANITARY SEWER & MANHOLE

W

EXIST. DRAINAGE SEWER, FIELD INLET INLET MANHOLE, M.H., & END SECTION

FABRIC

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

EXISTING PAVEMENT

ELEV=A (C+1.5' MIN.)

CONSTRUCTION SPECIFICATIONS AND NOTES 2. 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.

SECTION B-B

RIGHT-OF-WAY LINE

CONSTRUCTION NOTES:

MANHOLE (SEE PLAN VIEW FOR INVERTS)

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.

CONSTRUCTION SPECIFICATIONS 1. 2.

3. 4. 5.

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.

SEDEMENTATION TRENCH DETAIL

CHECK DAM DETAIL

NOT TO SCALE

ROAD CENTERLINE

STORM SEWER

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

GUTTERS

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

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.

PERSPECTIVE VIEW

F.F.=348.5

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.

UNDIST. GROUND

FLOW EMBED FILTER CLOTH MIN. 8" INTO GROUND

POST MATERIAL:

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.

TYPICAL LOT GRADING DETAIL

FILTER FABRIC SILT FENCING DETAIL

NOT TO SCALE

BY:

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

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.

DATE

TOWN HIGHWAY SUPERINTENDENT

BY:

DATE

WEBSTER SEWER DISTRICT

BY:

DATE

TOWN ASSESSOR

BY:

DATE

FIRE MARSHAL

MAXIMUN DRAINAGE AREA 1 ACRE

FILTER FABRIC DROP INLET PROTECTION DETAIL

BY:

DATE

DIRECTOR OF COMMUNITY DEVELOPMENT

PROJECT MANAGER

( IN FEET ) 1 inch = 40 ft.

160

04/15/2024

REVISED PER TOWN COMMENTS TO SEPARATE STORMWATER FROM MEADOWS TWO

W.T.A.

M.O.R.

02/01/2024

REVISED PER TOWN COMMENTS DATED 01/25/2024

J.P.

M.O.R.

01/08/2024

REVISED PER TOWN COMMENTS DATED 01/05/2024

J.P.

M.O.R.

NO.

DATE

REVISION

BY

CHKD.

APVLS.

C

HA

PR

0 9 6 1 84

OFE

AL S S I ON

Civil Engineering

DRAWN BY

ER

TE EL O R I T Y

W.T.A. J.S.F. TOPO/BASE

Landscape Architecture

G.L.R.

GRADING SECTION 2A PORTION OF TAX PARCEL 065.020-01-040.223 TOWN LOT 12, & 14 , TOWNSHIP 14 , RANGE 4, SECTION 11, PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

LOCATION OF PROJECT

DATE

12/13/2023 SCALE

1"=40'

BELLA TERRA SUBDIVISION SECTION 2

TITLE OF DRAWING

Land Surveying

BOUNDARY

I NE

NOT TO SCALE

GRAPHIC SCALE

TITLE OF PROJECT

W.T.A.

OF NEW

ED

NOT TO SCALE

NS

BIO RETENTION DETAIL

STABILIZED CONSTRUCTION ENTRANCE DETAIL

NG

360.5

347

E

361.0

1 1

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

H

366.0

8" MINIMUM

347

RK O IE

C

347

24" MAX @ CENTER

L I CE

LOT 205 - 208

B (T.G.)

DATE

PLANNING BOARD CHAIRPERSON

NOT TO SCALE

NOTE

BIORETENTION PLANTING SOIL AND MULCH SPECIFICATIONS ARE PER APPENDIX H OF NYSSWDM

A

MULCH LAYER SPECIFICATIONS THE MULCH LAYER SHOULD BE STANDARD LANDSCAPE STYLE, SINGLE OR DOUBLE SHREDDED HARDWOOD MULCH OR CHIPS. THE MULCH LAYER SHOULD BE WELL AGED (STOCKPILED OR STORED FOR AT LEAST 12 MONTHS), UNIFORM IN COLOR, AND FREE OF OTHER MATERIALS, SUCH AS WEED SEEDS, SOIL, ROOTS, ETC. THE MULCH SHOULD BE APPLIED MAXIMUM DEPTH OF THREE INCHES. GRASS CLIPPINGS SHOULD NOT BE USED FOR MULCH MATERIALS.

BIO RETENTION AREA

18"

DATE:

BY:

CONSTRUCTION SPECIFICATIONS

347 2% MIN. SLOPE

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.

BY:

GATHER EXCESS AT CORNERS

F.F.=348.5

WIDTH

FILTER FABRIC

HEIGHT OF FILTER = 16" MINIMUM

A

PLANTING SOILS SPECIFICATIONS THE PLANTING SOIL SHOULD BE A SANDY LOAM, LOAMY SAND, LOAM (USDA), OR A LOAM/SAND MIX (SHOULD CONTAIN 50% SAND AND 50% TOPSOIL WITH AN ORGANIC CONTENT OF 5%, BY VOLUME). A PERMEABILITY OF AT LEAST 1.0 FEET PER DAY (0.5"/HR) IS REQUIRED. THE SOIL SHOULD BE FREE OF STONES, STUMPS, ROOTS, OR OTHER WOODY MATERIAL OVER 1" IN DIAMETER, BRUSH OR SEED FROM NOXIOUS WEEDS. PLACEMENT OF THE PLANTING SOIL SHOULD BE IN LIFTS OF 6" TO 8", LOOSELY COMPACTED.

CONSTRUCTION SPECIFICATIONS EX. PAVE.

346

SEE NOTE 2

CUTOFF TRENCH DESIGN BOTTOM

B

4'MIN.

TRAPEZOIDAL CROSS-SECTION

FILTER FABRIC PERFORATED PIPE IN GRAVEL (SEE UTILITY PLAN)

1 2

10' MIN

PLAN VIEW

TYPICAL PROFILE

1.5' MIN.

FILTER FABRIC

SECTION A-A 1

347

C

VARIES

FREEBOARD

VARIES SEE NOTE 4

ELEV=C

347

TOWN ENGINEER

C/L

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

APPROVALS

TO CENTER)

ST

5' MAX. (CENTER

MI

WATER QUALITY

346

BURIED FABRIC FRAME

20' WIDE UTILITY EASEMENT

9"MIN.

TRENCH TO BE PERPENDICULAR TO OVERLAND FLOW

10' MIN

ELEV=B

W FLO AND L R OVE

DROP INLET WITH GATE

20" MIN.

SECTION VIEW

TYPICAL SECTION

A

345

346

16" MIN.

FILTER CLOTH

PROFILE

PROP. DRAINAGE SEWER, FIELD INLET INLET MANHOLE, M.H., & END SECTION PROP. GUTTER AND CATCH BASIN

346

O W

SEE CA120 AND CA121

TOE

PROP. WATER MAIN, GATE VALVE & HYDRANT PROP. SANITARY SEWER & MANHOLE

2"X4" WOOD FRAME

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

CREST 24" MAX @ CENTER

H

E

B

10' MIN

PERFORATED PIPE IN 4" GRAVEL JACKET

SLOP

NOT TO SCALE

MOUNTABLE BERM OPTIONAL

6" MIN.

SAME ELEVATION

STONE BERM DROP INLET PROTECTION

C/L

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

345

A CUTOFF TRENCH 18" WIDE 6" DEEP

Y

346

X

W

FILTER FABRIC - MIRAFI 14ON OR APPROVED EQUAL

SLOPE (FT/FT)

FL

ELEV=C

PLANTING SOIL (DEPTH VARIES)

REFER TO GOVERNING AGENCY FOR INLET SPECIFICATIONS

TEMP. SEDIMENTATION BUILDUP. CONTRACTOR SHALL REMOVE AS NECESSARY

FL O

ELEV=B=T.G.

ELEV=B 6"-12" PONDING 3" MULCH

W

1' MIN.

SPACING VARIES

H (Ft)

H

#1 & #2 CRUSHED STONE

TYPICAL PLAN VIEW

D

3' MIN.

Costich Engineering

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

CLIENT

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

DWG. #

4500.11

CA120 SHEET 5 OF 9

0 38

9 37

N

LOD

SHALL

SALT ROAD

LOT 121

378

LOD LOD

380

381

LOD

379

GARAGE ELEV. = 381.2

LOD LOD

378

GARAGE ELEV. = 379.2

379

376

LOD

377 WOODS

LOD

375 LOD

GARA ELEV GE . = 37 6.2

376

LOD

374

377 LOD

374 LOD

373 LOD

371 372 SF

27+00

LOD

VERDE WAY (60.0' WIDE R.O.W.)

SILT FENCE TYP.

FUTURE SECTIONS OF BELLA TERRA SUBDIVISION

372

REMAINING LANDS SALT ROAD (ZONED: LMR)

N/F 800 PHILLIPS ROAD LLC 1574 SISTINE WAY T.A. # 065.02-4-55

372

SF

9 370

CHECK DAMS TYP.

REMAINING LANDS 83.213 ACRES FUTURE BELLA TERRA SUBDIVISION

N/F 800 PHILLIPS ROAD LLC 1575 SISTINE WAY T.A. # 065.02-4-21

SF

N/F 800 PHILLIPS ROAD LLC T.A. # 65.020-01-040.222 LIBER 10731 PAGE 75 LIBER 362 OF MAPS PAGE 43 LIBER 366 OF MAPS PAGE 68

28+00

LOD

S CONC. HEADWALL

36 6

LOD

SF

LOD

FUTURE LOT 302

SF

SF LOD

DB-15A RIM=371.5 S-12.1 RIM=371.5

D

SF S

SF LOD

364

378 375

LOD

LOSF D

SF LOD

SFLOD 364

376

375

GV

(60.0'

SISTE

370

EDGE OF BRUSH / HEDGEROW

APPROXIMATE LOCATION TOWN LOT 12

APPROXIMATE LOCATION TOWN LOT 14

NE W AY WIDE R.O.W .)

S

RIM=367.53

371

S

377

0 RIM=366.03

D

SFLOD

LOD

SF RIM=365.71

GARAGE GARAGE ELEV. = 378.1 ELEV. = 378.1

LOD

RIM=365.87

SFLOD

SF

5 36

RIM=365.16

SFLOD

365

4 36

SF

TG=364.26

367

SF LOD

365

3 36

TG=364.21

368

SFLOD

SF LOD

LOD

SF

LIMITS OF TOPSOIL PILE

366

LOT 120

LOT 154

366

367

LOD

366

N/F 65 800 PHILLIPS ROAD 3 LLC 1577 SISTINE WAY T.A. # 065.02-4-20

N/F 800 PHILLIPS ROAD LLC 1576 SISTINE WAY T.A. # 065.02-4-54

SF OD L

369

SF LOD

LOD

368

LOT 153

SF OD L

370

369

SF LOD

SF D LO

367

369

37 4

370

368

371

LOD

FUTURE LOT 301 375

LOD

371

370

LIMITS OF TOPSOIL PILE

LOT 254

LOT 251

LOD

SF

LOD

LOT 253

LOD

D LO

SF

372

369 368

LOT 119

370

369

LOT 250

N/F 800 PHILLIPS ROAD LLC T.A # 065.02-4-19

LOT 260

369

LOD

LOT 249

LOT 259

SF

367

AGE .2 GARV. = 371 E EL

GARAGE371.2 E G A R ELEV. = GA 371.2 ELEV. = LOT 252

LOT 256

.2 AGE GARV. = 371 E EL

TG=366.56

367

LOT 258

LOT 257

GARAGE ELEV. = 372.9

371

GARAGE GARAGE ELEV. = 369.9ELEV. = 369.9

GE GARA. = 371.2 ELEV

GARAGE ELEV. = 372.9

∆=2°25'01" R=2100.00' L=88.58' CHD=N80°17'53"W 88.58'

LOD

GARAGE ELEV. = 372.2

371

LOT 255 370

LOT 152

N/F 800 PHILLIPS ROAD LLC 1578 SISTINE WAY T.A. # 065.02-4-53

371

STA 0+00 BELLORA WAY EQUALS STA 4+56.15 VERDE WAY

LOT 230

372.45

372

LOT 229

DB-10.2 TG=369.20

SF

N/F 800 PHILLIPS ROAD LLC 1580 SISTINE WAY T.A. # 065.02-4-52

372

LOT 228

X

LOD

X

∆=9°24'13" R=175.00' L=28.72' CHD=N05°28'47"E 28.69'

4 37

8+00 X

SF

0+00

N10° 10' 53"E 35.91' 2

GE GARA. = 371.2 V ELE

X

LO D

H.P. STA 6+67.10 ELE 370.65

X

9+00

7+00

S

DB-15 RIM=374.1

P. C. STA 0+35.91

L.P. STA 5+30.42 DB-12.2 ELE 369.90 TG=369.54

370

X

373

1+00

DB-14.2 TG=370.90

X

6+00

P. C. STA 4+29.43

D

N00° 46' 41"E 174.25'

REMAINING LANDS SALT ROAD (ZONED: LMR)

S-12 RIM=374.5

P. T. STA 0+64.63

X X

X

TG=367.29

X

P. C. STA 2+38.88

2+00

3+00

5+00

D X

DB-10.1 TG=370.25

X

STABILIZED CONSTRUCTION ENTRANCE

D

373

X

RIM=369.56

10+00

ORA WAY L L E B 37 .) 3' IDE R.O.W1 W W 3 2 8 .7 ' " .0 7 0 5 6 ' E 0 T IVA 0 8 °4 (P4R+00 H D =N

X

R

DB-14.1 TG=370.90

X

P. C. STA 5+69.11

X

RIM=369.71

'15 "

' C

D

X

LOT 151

S

55 =1 8 °

0 .0 =1 0 0

0 .2 3 L =3 3

X

LOD

10+2

∆

370

368.20

X

D

S

X

SF LOD

X X

X

368

N/F 800 PHILLIPS ROAD LLC T.A. # 065.02-4-51

D

S-9 RIM=370.6

D X

DB-12 RIM=369.8

DB-11 RIM=370.5

X

RIM=369.01

GARAGE ELEV. = 370.9

GARAGE GARAGE ELEV. = 370.2 ELEV. = 370.2

371

LOD

BE (60 LLOR .0 ' WI A W A DE R .O Y .W .)

S

DB-12.1 TG=369.54

SF

S

D

374

S X

RIM=368.23

DB-14 RIM=371.2 X

INLET PROTECTION TYP.

377

SF

LOD

LOT 245

LOT 246

GARAGE ELEV. = 371.1

LOT 243

X X

LOT 244

DB-15.2 TG=373.90 DB-15.1 TG=373.90

S-11 RIM=371.4

372

DB-13 RIM=370.1 S-10 RIM=370.2

378

N/F 800 PHILLIPS ROAD LLC T.A. # 65.020-01-040.222 LIBER 10731 PAGE 75 LIBER 362 OF MAPS PAGE 43 LIBER 366 OF MAPS PAGE 68

LOT 227

∆=12°35'32" R=800.00' L=175.82' CHD=S85°23'09"E 175.47'

X

GARAGE ELEV. = 369.9

LOD

GARAGE ELEV. = 369.9

GARAGE ELEV. = 371.2

SF

LOT 247

LOT 248

RIM=367.99

370

GARAGE ELEV. = 371.2

LOT 242

GARAGE ELEV. = 373.1

LOT 241

GARAGE ELEV. = 373.1

GARAGE ELEV. = 372.2

LOT 118

LOT 234

LOT 239

LOT 240

23+00

LOD

SF LOD

369

LOT 235

LOT 236

LOT 237

LOT 238

24+00

LOD

SF

376

LOT 233

25+00

LOD

369

GARAGE ELEV. = 379.5

378

LOD

SF

375

3 37

370

378 37

X

USE LOTS 247 AND 248 AS TEMPORARY STAGING AREA WITH CONCRETE WASHOUT

LOT 226

X

9 36

N/F 800 PHILLIPS ROAD LLC 1594 BELLORA WAY T.A. # 065.02-4-18

379

X

LOD

H.P. 370.5

4 37

X

SF

0 37

LOT 225

378

26+00

LOD LOD

369

37 0

LOD

X

371

S

380

381

GARAGE ELEV. = 381.2

LOD

369

6 37

X

DB-14A TG=369.9

S-13 RIM=379.4

P. C. STA 2+53.61

5 37

X X

X

380

Hs 18

379

377

LOD

H.P. 373.0

9 36

X

Sm 4

380

LOD

372

GARAGE ELEV. = 379.5

LOD

LOT 232

DB-12A END SECTION INV=368.00

VERDE WAY (PRIVATE 60.0' WIDE R.O.W.)

1 37

LOD

RGE 91

LOD

D

GARAGE ELEV. = 379.2

G

RIM=366.72

LOD

373

378 X

379

G

D

LOD

377

SF

368 X

LOD

SF

DB-9A 2'x2' INLET TG=368

LOD

Cf 8

22+00 S88° 19' 06"W 253.61'

SF

TG=365.77

379

Lt 1

Aa 3

Hs 18

Lt 1

LOT 231

372

INLET PROTECTION TYP.

X

Cf 8

378

375

370

X

SILT FENCE TYP.

Lt 1

Aa 3

371

Aa 3

369

N/F 800 PHILLIPS ROAD LLC 1592 BELLORA WAY T.A. # 065.02-4-17

LOD

Pm 3

Pm Pm 5 3

D

SF

Pm 5

Lt 1

TEMPORARY TOPSOIL STOCKPILE

X

377

Cf 8 DB-16.1 TG=377.00

GARA ELEV GE . = 37 6.2

G

LOD

LANDSCAPED BERM. REFER TO SECTION 1 APPROVAL PLANS.

Lt 1

375

Aa 3

Pm 3

Lt 1

376

Wa 17

LOD

G

37 LOD

SF

TG=365.38

371

Aa 3

375

Pm 3

374

372

374

DB-16 RIM=379.3

LO

Sm 9

372

Sm 4

Fi 7

RIM=380.62

X

RIM=369.87

Fi 7

Sm 9

Fi 7

Ar 3

Aa 3

Sm 9

Wa 17

Lt 3

X

S

Ar 3

S

Aa 3

Sm 9

Fi 7

S

Bx 5

Cf 8

21+00

S

RIM=367.68

15" PVC

S

Ar 3

Fi 7

Ar 3 373

Ar 3

Sm 9

Fi 7

RIM=371.82

Fi 7

LO D

Pm 3

Fi 7

RIM=371.20

2 37

1 37

S

371

Hs 17

5 37

37 4

37 3

Hs 17 Bx RIM=378.18 5

LOD

G

369

RIM=370.02

381

LOD

STABILIZED CONSTRUCTION ENTRANCE

(66' WIDE R.O.W.)

COUNTY ROAD 6

37 372

GRID

G

D

RIM=370.10

28+38

MILANO TRAIL (60.0' WIDE R.O.W.)

RIM=365.03

WILDFLOWER PLANTING GUIDE QTY KEY BOTANICAL NAME DECIDUOUS TREES 21 Aa AMELACHIER ARBOREA 15 Ar ACER RUBRUM ‘OCTOBER GLORY’ 6 Lt LIRIODONDENDRON TULIPIFERA EVERGREEN TREES 25 Pm PSEUDOTSUGA MENZIESII SHRUBS 10 Bx BUXUS X. GREEN MOUNTAIN 32 Cf CALAMAGROSTIS X. ACUTIFLORA 77 Fi FORSYTHIA X INTERMEDIA ‘SPRING GLORY’ 70 Hs HEMEROCALLS X. ‘HAPPY RETURNS’ 53 Sm SYRINGA MEYERI ‘PALIBIN’ 34 Wa WEIGELA FLORIDA ‘WINE AND ROSES’

THE APPLICATION OF AN APPROVED HERBICIDE, SUCH AS GLYPHOSATE (ROUNDUP® OR RODEO®), IS THE MOST COMMON AND LEAST TIME-INTENSIVE PROTOCOL FOR CONTROLLING EXISTING VEGETATION. HERBICIDES ARE MOST EFFECTIVE ON ACTIVELY ROWING PLANT TISSUES; THEREFORE, THEY ARE VERY EFFECTIVE ON NEW GROWTH IN THE SPRING. SPRAYING SHOULD BEGIN WHEN GROWTH IS APPROXIMATELY 6” HIGH. ONE TO TWO WEEKS LATER, A FOLLOW-UP APPLICATION OF SPRAY MAY BE MADE TO ADDRESS SKIPS OR PERSISTENT SPECIES. IF SUBSTANTIAL PLANT TISSUES REMAIN ON THE SURFACE FOLLOWING A FULL KILL BY HERBICIDES, A CLOSE MOWING, TILLAGE OR BURNING MAY BE NECESSARY TO ACHIEVE GOOD SEED-TO-SOIL CONTACT. FIRST GROWING SEASON

5’ HT/3’ SP. 6’HT/2’SP. 8’ HT/6’ SP. 24” HT/SP. 5’-7’ SP. 4’-5’ HT/SP.

EXIST. WATER MAIN, GATE VALVE & HYDRANT EXIST. SANITARY SEWER & MANHOLE

W

SP.=SPREAD HT.=HEIGHT

NO.#=GALLON SIZE CONT.=CONTAINER

EXIST. DRAINAGE SEWER, FIELD INLET INLET MANHOLE, M.H., & END SECTION

BR.=BARE ROOT

1.5' MAX.

H

W

STAKE

Y

PROP. WATER MAIN, GATE VALVE & HYDRANT PROP. SANITARY SEWER & MANHOLE PROP. DRAINAGE SEWER, FIELD INLET INLET MANHOLE, M.H., & END SECTION

A CUTOFF TRENCH 18" WIDE 6" DEEP

FILTER CLOTH

SECTION VIEW

PROFILE

346

A

FREEBOARD

EXISTING PAVEMENT

10' MIN

1 2

2 4

10' MIN

1 FILTER FABRIC

1 1

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.

HEIGHT OF FILTER = 16" MINIMUM

347

24" MAX @ CENTER

SECTION B-B

RIGHT-OF-WAY LINE

347

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.

3. 4. 5.

SEDEMENTATION TRENCH DETAIL

CHECK DAM DETAIL

NOT TO SCALE

BY:

DATE:

ROAD CENTERLINE

NOTES:

STORM SEWER

GUTTERS

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

347

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

RIGHT-OF-WAY LINE

F.F.=348.5

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

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

BY:

DATE

TOWN HIGHWAY SUPERINTENDENT

CONSTRUCTION NOTES:

MANHOLE (SEE PLAN VIEW FOR INVERTS)

CONSTRUCTION SPECIFICATIONS 1.

DATE

TOWN ENGINEER

GATHER EXCESS AT CORNERS

8" MINIMUM

347

18"

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.

BY:

PLANNING BOARD CHAIRPERSON

2% MIN. SLOPE

EX. PAVE.

346

CONSTRUCTION SPECIFICATIONS

WIDTH

CONSTRUCTION SPECIFICATIONS

CONSTRUCTION SPECIFICATIONS AND NOTES

347

TO CENTER)

347 1

APPROVALS

BURIED FABRIC

F.F.=348.5

4'MIN.

5' MAX. (CENTER

SEE NOTE 2

CUTOFF TRENCH DESIGN BOTTOM

B 2

TRAPEZOIDAL CROSS-SECTION

20' WIDE UTILITY EASEMENT

1.5' MIN.

SECTION A-A

DROP INLET WITH GATE FRAME

347

FILTER FABRIC

345

346

9"MIN.

TRENCH TO BE PERPENDICULAR TO OVERLAND FLOW

C/L

PLAN VIEW

H

E

2"X4" WOOD FRAME

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

CREST 24" MAX @ CENTER

B

W FLO AND L R OVE

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

SLOP

TOE

NOT TO SCALE

C/L

MOUNTABLE BERM OPTIONAL

6" MIN.

345

SAME ELEVATION

STONE BERM DROP INLET PROTECTION

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

346

X

1' MIN.

REFER TO GOVERNING AGENCY FOR INLET SPECIFICATIONS

TEMP. SEDIMENTATION BUILDUP. CONTRACTOR SHALL REMOVE AS NECESSARY

SPACING VARIES

H (Ft) SLOPE (FT/FT)

O W

PROP. GUTTER AND CATCH BASIN

3' MIN.

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.

UNDIST. GROUND

FLOW EMBED FILTER CLOTH MIN. 8" INTO GROUND

POST MATERIAL:

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.

TYPICAL LOT GRADING DETAIL

FILTER FABRIC SILT FENCING DETAIL

NOT TO SCALE

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

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

BY:

DATE

WEBSTER SEWER DISTRICT

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.

BY:

DATE

TOWN ASSESSOR

BY:

DATE

FIRE MARSHAL

MAXIMUN DRAINAGE AREA 1 ACRE

FILTER FABRIC DROP INLET PROTECTION DETAIL

BY:

DATE

DIRECTOR OF COMMUNITY DEVELOPMENT

NOT TO SCALE PROJECT MANAGER

03/26/2024

REVISED PER MCWA COMMENTS DATED 03/22/2024

J.P. M.O.R.

02/01/2024

REVISED PER TOWN COMMENTS DATED 01/25/2024

J.P.

01/25/2024

REVISED PER TOWN COMMENTS DATED 01/18/2024

J.P.

01/08/2024

REVISED PER TOWN COMMENTS DATED 01/05/2024

J.P.

M.O.R.

NO.

DATE

REVISION

BY

CHKD.

APVLS.

ED

( IN FEET ) 1 inch = 40 ft.

160

ER

0 9 6 1 84

PR OFE

SS I

L O NA

Civil Engineering

DRAWN BY

W.T.A./E.L.O. J.S.F. TOPO/BASE

Landscape Architecture

G.L.R.

GRADING SECTION 2B PORTION OF TAX PARCEL 065.020-01-040.223 TOWN LOT 12, & 14 , TOWNSHIP 14 , RANGE 4, SECTION 11, PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

LOCATION OF PROJECT

DATE

12/13/2023 SCALE

1"=40'

BELLA TERRA SUBDIVISION SECTION 2

TITLE OF DRAWING

Land Surveying

BOUNDARY

I NE

C

HA

NG

H

TE EL O R I T Y

RK O IE

GRAPHIC SCALE

TITLE OF PROJECT

W.T.A.

OF NEW

NS

NOT TO SCALE

L I CE

STABILIZED CONSTRUCTION ENTRANCE DETAIL

E

A ONE YEAR GUARANTEE SHALL BE PROVIDED ON ALL PLANT MATERIALS FROM THE DATE OF PROVISIONAL ACCEPTANCE.

CONT CONT CONT CONT BB CONT

A

MULCH ALL TREES, SHRUBS AND ANNUAL PLANTING. SEE DETAIL DRAWING NO. CA501 (SHEET 10 OF 10).

#5 #2 #7 #2 30"-36" HT #3

C

GREEN MOUNTAIN BOXWOOD FORESTER’S FEATHER REED GRASS SPRING GLORY FORSYTHIA HAPPY RETURNS DAYLILLY DWARF KOREAN LILAC WINE AND ROSES WEIGELA

12"

#1 & #2 CRUSHED STONE

PLANTING BACKFILL MIXTURE

4 PARTS TOPSOIL, 1 PART PEAT MOSS, 1/2 PART WELL ROTTED MANURE AND 10 LBS. 5-10-5 PLANTING FERTILIZER MIXED THOROUGHLY PER CUBIC YARD. STAKE TREES IMMEDIATELY AFTER PLANTING. REMOVE AFTER ONE YEAR.

40’-80’ HT/

ST

BB

MI

SHOULD LOCATION OF TREES BE WITHIN 20' OF OVERHEAD WIRES, RELOCATE SAID TREES TO A MINIMUM OF 20' FROM WIRES.

6’-7’

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

20" MIN.

SHOULD LOCATION OF TREES BE WITHIN 5' OF UNDERGROUND UTILITIES, RELOCATE SAID TREES TO A MINIMUM OF 5' FROM ROOTBALL TO UTILITIES.

DOUGLAS FIR

FABRIC

10' MIN

THE CONTRACTOR IS HEREBY NOTIFIED THAT UNDERGROUND UTILITIES EXIST AND HE SHOULD SECURE CURRENT UTILITY PLANS BEFORE COMMENCING WORK.

15’-25’ HT./SP. 25’-35’ SP. 60’-90’ HT/ 30’-50’ SP.

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

VARIES SEE NOTE 4

BB BB BB

3:1 SLOPE

12" MIN. 24" MAX.

ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS AS NOTED IN THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN, ANSI Z60.I. THE CONTRACTOR SHALL STAKEOUT ALL PLANTINGS FOR OWNER REPRESENTATIVE APPROVAL PRIOR TO BEGINNING WORK.

1.75”- 2.25” 2"-2.5" CAL 2”- 3” CAL.

2:1 SLOPE

GENERAL MAINTENANCE · IN ADDITION TO STRUCTURAL MAINTENANCE, SILTATION NEEDS TO BE REMOVED AS NEEDED. CLOSE MOWING OR EXTENSIVE CHEMICAL USE IS NOT CONDUCIVE TO WATER QUALITY IMPROVEMENT AND WILDLIFE HABITAT.

SERVICEBERRY OCTOBER GLORY MAPLE TULIP TREE

D

BB=BALLED & BURLAPPED CAL.=CALIPER IN INCHES

SPECIAL CIRCUMSTANCES · IF YOU NOTICE A HEAVY INFESTATION OF RAGWEED OR FOXTAIL IN THE SECOND GROWING SEASON, TRIM THE MEADOW TO A HEIGHT OF 8”. IF BIOENGINEERING OR CONTAINERIZED WOODY MATERIALS WERE USED, TRIMMING SHOULD BE ABOVE OR AROUND NEW GROWTH OF THE PLANTS. TRIMMING SHOULD CEASE AFTER MID-SEPTEMBER.

LANDSCAPE NOTES

MATURE SIZE

ABBREVIATIONS:

SECOND GROWING SEASON · PRIOR TO NEW SPRING GROWTH REACHING A HEIGHT OF 2” (E.G., SHORTLY AFTER FORSYTHIA OR REDBUD BLOOMS), · TRIM ANY MATERIAL STANDING FROM THE PREVIOUS YEAR CLOSE TO THE GROUND (APPROXIMATELY 2”). THIS WILL ALLOW THE SOIL TO WARM MORE QUICKLY, WHICH WILL STIMULATE THE EMERGENCE AND GROWTH OF NATIVE SEEDLINGS. IT WILL ALSO REDUCE THE LIKELIHOOD OF THE MEADOW BEING INVADED BY SHRUBS. · IF BIOENGINEERING OR CONTAINERIZED WOODY MATERIALS WERE USED ON THE SITE OR SEED OF SHRUBS/TREES WERE PART OF THE MIX, THE SITE SHOULD NOT BE TRIMMED AFTER THE ESTABLISHMENT YEAR. · PROBLEM WEEDS SHOULD BE HAND PULLED OR SPOT-SPRAYED.

ROOT NOTE

FL

SIZE

NOTE

DRIVEWAYS ARE NOT PERMITTED 1. ALL CROSSOVER PIPES SHALL BE PERFORATED HDPE. OVER MANHOLES, CLEAN-OUTS, VALVES AND CATCH BASINS

W

WHENEVER CANOPY (OVERALL VEGETATION) REACHES A HEIGHT OF 18”- TRIM THE MEADOW TO A HEIGHT OF 8” (NOTE: A LAWN MOWER IS NOT RECOMMENDED AS THE MOWER HEIGHT WILL BE TOO LOW AND NATIVE SEEDLINGS WILL BE KILLED). THIS WILL REDUCE COMPETITION BY FAST-GROWING WEEDS FOR SUNLIGHT, WATER AND NUTRIENTS NEEDED BY SLOW-GROWING PERENNIAL NATIVES. MOWING SHOULD CEASE BY MID-SEPTEMBER. FOR SEEDINGS OF ANNUAL WILDFLOWER MIXES OR ANNUAL & PERENNIAL WILDFLOWER MIXES, PROBLEM WEEDS SHOULD BE REMOVED. PROBLEM WEEDS SHOULD BE REMOVED OR SPOT SPRAYED WITH APPROVED HERBICIDES (SUCH AS ROUNDUP® OR RODEO®).

COMMON NAME

FL O

LEGEND

NOTES:

PLANT SCHEDULE

SITE PREPARATION (PER WWW.ERNSTSEEDS.COM)

16" MIN.

D

LOT 155

Costich Engineering

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

CLIENT

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

DWG. #

4500.11

CA121

SHEET 6 OF 9

EXISTING GRADE PROPOSED CENTERLINE FINISHED GRADE

GRADE BREAK STA = 10+95.71 ELEV = 371.765

375 DC-9: 5' DIA. M.H. STA. 7+94 RIM=370.0 INV. IN (12" FROM DC-10)=363.96 INV. OUT (12" TO DC-8)=363.86

70'-18" HDPE @ 0.91%

370 0.78%

88'-12" HDPE @ 0.46%

@ HDPE '-12"

65'-12" HDPE @ 1.00%

365

185'-18" HDPE @ 0.49%

2.26%

112

365

2% 154'-12" HDPE @ 0.5

1.32%

177'-8" PVC @ 0.85%

264'-24" HDPE @ 0.43%

114'-8" PVC @ 0.79%

P.V.I. (NO VERT. CURVE) STA.= 15+70.58 ELEV.=366.34

155'-8" PVC @ 0.85%

360 192'-12" HDPE @ 1.46%

102'-8" PVC

355

263'-8" PVC @ 1.16%

@ 0.99%

114'-8" PVC @ 0.40%

350

EXISTING MANHOLE STA. 1+09 RIM=364.02 INV IN=353.42 (8") INV OUT=353.32 (8") EXISTING MANHOLE STA. 1+19 RIM=362.92 INV IN=358.33 (12") INV OUT=358.23 (12")

345 0+00

69'-8" PVC @ 0.68%

DC-6: 5' DIA. M.H. STA. 3+15 RIM=365.8 S-1.5: 4' DIA. M.H. STA. 2+22 INV. IN (12" FROM DC-6A)=361.60 RIM=365.1 DC-6A: 5' DIA. M.H. STA. 2+28INV. IN (24" FROM DC-7)=361.10 INV. IN (8" FROM S-1.6)=353.98 RIM=365.1 INV. IN (12" FROM DC-6.1)=358.65 INV. OUT (8" TO S-1.4)=353.88 INV. OUT (12" TO DC-6)=362.00 INV. OUT (24" TO DC-5)=361.50

1+00

S-1.8: 4' DIA. M.H. STA. 6+51 RIM=368.5 INV. IN (8" FROM S-1.9)=358.81 INV. OUT (8" TO S-1.7)=358.79

DC-7: 5' DIA. M.H. STA. 5+77 S-1.6: 4' DIA. M.H. STA. 3+22 RIM=368.1 RIM=366.1 INV. IN (18" FROM DC-8)=362.33 INV. IN (8" FROM S-1.7)=355.21 INV. OUT (8" TO S-1.5)=354.99 INV. OUT (24" TO DC-6)=362.23

188'-8" PVC @ 0.93%

2+00

3+00

4+00

DC-10: 5' DIA. M.H. STA. 9+02 RIM=371.0 INV. IN (18" FROM DC-11)=365.50 INV. IN (12" FROM DC10.1)=367.60 INV. OUT (12" TO DC-9)=366.50 INV. OUT (18" TO DC-10.1)=365.40

S-1.7: 4' DIA. M.H. STA. 5+83 RIM=368.1 INV. IN (8" FROM S-1.8)=358.32 INV. OUT (8" TO S-1.6)=358.27

5+00

6+00

P.V.I. (NO VERT. CURVE) STA.= 18+90.52 ELEV.=368.39

INV. OUT (12" TO DA-5.1)=358.98 DA-5.2: 5' DIA. M.H. STA. 1+84 RIM=364.2

DC-8: 5' DIA. M.H. STA. 6+47 RIM=368.4 INV. IN (12" FROM DC-9)=363.06 INV. IN (12" FROM DC-8.1)=365.08 INV. OUT (18" TO DC-7)=362.96

S-1.9: 4' DIA. M.H. STA. 7+98 RIM=370.1 INV. IN (8" FROM S-1.10)=360.16 INV. OUT (8" TO S-1.8)=360.14

P.V.I. (NO VERT. CURVE) STA.= 18+80.52 ELEV.=368.19

375

370

380

GRADE BREAK STA = 2+24.67 ELEV = 365.000

GRADE BREAK STA = 0+00.00 ELEV = 362.040

380

360

375

355

370

S-1.11: 4' DIA. M.H. STA. 10+73 RIM=372.1 INV. OUT (8" TO S-1.10)=362.71

DC-11: 5' DIA. M.H. STA. 10+80 RIM=372.1 INV. OUT (18" TO DC-10)=366.40

S-1.10: 4' DIA. M.H. STA. 9+06 RIM=371.1 INV. IN (8" FROM S-1.11)=361.21 INV. OUT (8" TO S-1.9)=361.06

375

P.V.I. (NO VERT. CURVE) STA.= 16+74.95 ELEV.=365.71

370

EXISTING GRADE

2.00%

1.21%

-0.61%

350

365

365 PROPOSED CENTERLINE FINISHED GRADE

7+00

8+00

9+00

345 10+96

10+00

360 15+71 16+00

TERRA VERDE WAY 2A PROFILE SCALE: HORIZ. 1"=50' VERT. 1"=5'

17+00

360 18+91

18+00

ARROWWOOD TRAIL PROFILE SCALE

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

370

PROPOSED PRECAST HEADWALL FINISHED GRADE

PROPOSED PRECAST HEADWALL

365

380

375

FUTURE CENTERLINE GRADE

P.V.I. (NO VERT. CURVE) STA.= 20+50.27 ELEV.=380.15

P.V.I. (NO VERT. CURVE) STA.= 25+17.54 ELEV.=371.81

385

PVI STA

22+91.27 PVI ELEV: 378.41 K: 45.53 LVC: 100.00

BVCS

22+41.27 BVCE: 378.77

390

EVCS

23+41.27 EVCE: 376.95

390

365

PROPOSED CENTERLINE FINISHED GRADE

PROPOSED 4' X10' BOX CULVERT @ 0.50%

385

360

0.50%

0.95%

380 EXISTING GRADE

360

EX. DITCH PROFILE

-0.72%

0.35%

0.82%

0.49%

0.17%

-2.92%

375

0+00

1+00

1+65

STREAM CROSSING BOX CULVERT PROFILE 313'-12" HDPE @ 1.94%

370

196'-12" HDPE @ 0.40%

DB-16: 5' DIA. M.H. STA. 21+30 RIM=379.3 INV. IN (12" FROM DB-16.1)=374.00 365 INV. OUT (12" TO DB-15)=373.90

254'-8" PVC @ 1.87%

365

S-12: 5' DIA. M.H. STA. 24+35 RIM=374.5 INV. IN (8" FROM S-13)=364.55 INV. IN (8" FROM S-12.1)=364.55 INV. OUT (8" TO S-11)=364.45

207'-8" PVC @ 0.40%

DB-15A: 5' DIA. M.H. STA. 26+38 RIM=371.5 INV. OUT (12" TO DB-15)=368.60

360

355 28+38

28+00

27+00

26+00

S-13: 4' DIA. M.H. STA. 21+84 RIM=379.4 INV. OUT (8" TO S-12)=369.30

DB-15: 5' DIA. M.H. STA. 24+40 RIM=374.1 INV. IN (12" FROM DB-16)=367.82 INV. IN (12" FROM DB-15A)=367.82 INV. IN (12" FROM DB-15.1)=367.82 INV. OUT (18" TO DB-14)=367.72

S-12.1: 4' DIA. M.H. STA. 26+44 RIM=371.5 INV. OUT (8" TO S-12)=365.37

25+00

24+00

VERTICAL SCALE 1" = 2.5' HORIZONTAL SCALE 1" = 1'

23+00

22+00

360

355 20+00

21+00

380

PVI STA

5+31.35 PVI ELEV: 369.74 K: 76.78 LVC: 100.71

BVCS

4+81.00 BVCE: 370.06

EVCS

5+81.71 EVCE: 370.07

BVCS

6+17.84 BVCE: 370.31

EXISTING MANHOLE STA. 9+94 RIM=368.59 PROPOSED CENTERLINE INV IN=363.26 (30") FINISHED GRADE INV OUT=363.16 (30")

EVCS

7+17.85 EVCE: 370.30

P.V.I. (NO VERT. CURVE) STA.= 10+23.42 ELEV.=368.20

375

380

LOW PT. STA

5+30.42 LOW PT ELEV: 369.90

HIGH PT. STA

6+67.10 HIGH PT ELEV: 370.48 PVI STA: 6+67.84 PVI ELEV: 370.65 K: 73.74 LVC: 100.01

P.V.I. (NO VERT. CURVE) STA.= 0+00.15 ELEV.=373.16

TERRA VERDE WAY 2B PROFILE SCALE: HORIZ. 1"=50' VERT. 1"=5'

INV. OUT (8" TO S-10)=363.16 INV. IN (8" FROM S-12)=363.25 S-11: 4' DIA. M.H. STA. 2+76 RIM=371.4

375

EXISTING GRADE

-0.64%

370

0.67% -0.69%

126'-30" HDPE @ 0.40%

299'-18" HDPE @ 0.40%

152'-24" HDPE @ 0.40%

110'-24" HDPE @ 0.40%

365

365 48'-30" HDPE @ 0.36%

163'-8" PVC @ 0.40%

APPROVALS

300'-8" PVC @ 0.40%

DB-12: 5' DIA. M.H. STA. 5+39 RIM=369.8 INV. IN (24" FROM DB-13)=365.27 DB-13: 5' DIA. M.H. STA. 4+31 DB-14: 5' DIA. M.H. STA. 2+81 INV. IN (12" FROM DB-12A)=366.00 RIM=370.1 RIM=371.2 DB-11: 5' DIA. M.H. STA. 6+66 INV. IN (12" FROM DB-12.1)=366.44 INV. IN (24" FROM DB-14)=365.81 INV. IN (18" FROM DB-15)=366.52 RIM=370.5 INV. IN (12" FROM DB-14A)=366.75 INV. IN (30" FROM DB-12)=364.67INV. OUT (30" TO DB-11)=365.17 INV. OUT (24" TO DB-12)=365.71 INV. IN (12" FROM DB-14.1)=367.90 INV. OUT (30" TO DB-10)=364.57 INV. OUT (24" TO DB-13)=366.42 S-10: 4' DIA. M.H. STA. 4+36 S-9: 4' DIA. M.H. STA. 6+72 RIM=370.2 RIM=370.6 INV. IN (8" FROM S-11)=362.50 INV. IN (8" FROM S-10)=361.46 INV. OUT (8" TO S-9)=362.40 INV. OUT (8" TO S-8)=361.36 236'-8" PVC @ 0.40%

5+00

4+00

3+00

2+00

DATE

TOWN HIGHWAY SUPERINTENDENT

350 0+00

1+00

BY:

DATE

WEBSTER SEWER DISTRICT

BELLORA WAY PROFILE SCALE

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

BY:

DATE

TOWN ASSESSOR

BY:

DATE

FIRE MARSHAL

BY:

DATE

DIRECTOR OF COMMUNITY DEVELOPMENT

PROJECT MANAGER

01/04/2024

NO.

DATE

ADDED STORM PIPE LABEL

J.P.

M.O.R.

REVISION

BY

CHKD.

APVLS.

ED

( IN FEET ) 1 inch = 40 ft.

C

HA

NS

160

H

TE EL O R I T Y

PR

0 9 6 1 84

OF E

AL S S I ON

Civil Engineering

DRAWN BY

RK O IE

GRAPHIC SCALE

TITLE OF PROJECT

W.T.A.

O F N EW

L I CE

ER

6+00

BY:

W.T.A.

TITLE OF DRAWING

J.S.F. TOPO/BASE

Landscape Architecture

G.L.R.

ROAD PROFILES PORTION OF TAX PARCEL 065.020-01-040.223 TOWN LOT 12, & 14 , TOWNSHIP 14 , RANGE 4, SECTION 11, PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

LOCATION OF PROJECT

DATE

12/13/2023 SCALE

1"=40'

BELLA TERRA SUBDIVISION SECTION 2

Land Surveying

BOUNDARY

I NE

7+00

DATE

PLANNING BOARD CHAIRPERSON

NG

8+00

BY:

355

E

9+00

EXISTING MANHOLE STA. 8+24 RIM=369.56 INV IN=363.96 (30") INV IN=363.96 (12") INV OUT=363.86 (30")

A

350 10+23 10+00

EXISTING MANHOLE STA. 8+30 RIM=369.71 INV IN=360.75 (8") INV OUT=360.66 (8")

DATE

TOWN ENGINEER

C

355

BY:

ST

153'-8" PVC @ 0.40%

260'-8" PVC @ 1.23%

360

MI

360

Costich Engineering

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

CLIENT

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

DWG. #

4500.11

CA300 SHEET 7 OF 9

19"

DISCHARGE STORM PIPE

B BOLT 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

PLAN VIEW

24"x24"

FILL EXCAVATED AREA WITH #1 & #2 CRUSHED STONE. COMPACT IN 6" LAYERS. CONTRACTION JOINTS-D/4

N0.4 REBARS (TYP.)

25"

FLOW

BRUSHED FINISH

10'

24"x27" NOMINAL

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.

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

1-1/2" 2"

TRENCH & CULVERT EXCAVATION

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

I.D.

PIPE DIA.

DIM. "A"

UP TO 18"

12"

18" TO 36"

18"

OVER 36"

24"

"A"

SEE NOTE 3

27-1/2"

18" DIAMETER FILTREXX R SOXX TM (ALSO AVAILABLE IN 8", 12" AND 24" DIAMETERS)

2" ASPHALT CONC. 19mm BINDER COURSE 1 1/2" ASPHALT CONC. 9.5mm TOP COURSE FULL DEPTH SAWCUT EXISTING PAVED SHOULDER WIDTH PLUS 1' OR AS DIRECTED BY MCDOT ACCESS 24" ROAD

NOTE

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

CONSTRUCTION OF INLET IN PAVEMENT AREAS:

12"

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.

PAVEMENT SECTION AS SHOWN ON PLANS APPROVED BY THE LOCAL MUNICIPALITY

1. REPLACE PAVEMENT IN KIND WITH WHAT IS EXISTING, UNLESS CONDITIONS EXIST WHERE THAT ISN'T FEASIBLE, THEN INSTALL SECTION AS APPROVED BY THE DEPARTMENT'S ENGINEER OR HIGHWAY MAINTENANCE MANAGER. THE MINIMUM APPROVABLE SECTION SHALL BE 6" OF TYPE 2 SUBBASE (CRUSHER RUN STONE), 2" OF ASPHALT BINDER AND 1 1/2" OF ASPHALT TOP. SEE NOTE 6 FOR TRENCHES LESS THAN 24" WIDTH.

ANCHOR

12"

KEYWAY

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.

4. IF CONCRETE BASE IS EXISTING, IT MUST BE REPLACED WITH A MINIMUM OF 6" OF ASPHALT BASE. 5. IF PAVEMENT MARKINGS OR SIGNAL LOOPS ARE DESTROYED, THEY MUST BE REPLACED. 6. WHEN TRENCH WIDTH IS LESS THAN 24", FLOWABLE FILL MUST BE PLACED ABOVE THE 6" OF #1 AND 2 STONE BEDDING TO BINDER GRADE. A 2" LIFT OF BINDER AND A 1 1/2" LIFT OF TOP ASPHALT MUST BE THEN INSTALLED TO FINISH GRADE.

NOTES:

NOTES

FOR ANY PROJECT ON WHICH CONCRETE WILL BE POURED OR OTHERWISE FORMED ON SITE, A SUITABLE WASHOUT FACILITY MUST BE PROVIDED FOR THE CLEANING OF CHUTES, MIXERS, AND HOPPERS OF THE DELIVERY VEHICLES UNLESS SUCH A FACILITY WILL BE USED AT THE SOURCE OF THE CONCRETE.

EXISTING UNDERDRAIN TO REMAIN

SECTION A-A

1. ALL ACCESS ROADS SHALL MEET THE COUNTY HIGHWAY AT A RIGHT ANGLE (90°), UNLESS OTHERWISE AUTHORIZED BY THE COUNTY SUPERINTENDENT OF HIGHWAYS OR DESIGNEE. 2. RIGHT-OF-WAY WIDTH VARIES. 3. RADIUS MAY VARY DEPENDING ON PROPOSED VEHICLE USAGE FOR ACCESS ROAD. REVISED 9/17/14

11/18/14 REVISED

SEWER MANHOLE FRAME - COVER

GUTTER AND CATCH BASIN DETAIL

STANDARD YARD INLET DETAIL

TRENCH AND PAVEMENT RESTORATION FOR ROAD CUT

ACCESS ROAD CONNECTION WITHOUT CURB OR GUTTER TO A COUNTY HIGHWAY WITH SHOULDER

NOT TO SCALE

REVISED BY COSTICH 05/24/2016

APPROVALS

SECTION VIEW

COUNTY ROAD

6" TYPE 2 CRUSHED STONE SUBBASE COURSE

3. 6" OF STONE BEDDING, CONSISTING OF A BLENDING OF #1 AND 2 STONE, IS REQUIRED FOR SANITARY OR STORM SEWER INSTALLATIONS WITH CRUSHED STONE HAUNCHING TO A MINIMUM OF 1/2 OF THE PIPE DIAMETER ON THE SIDE OF THE PIPE.

MAXIMUM DEPTH OF CONTAMINATED WATER IS 50% OF CONCRETE WASHOUT HEIGHT.

2"x2"x36" WOODEN STAKES PLACED 5' O.C.

2-3" LIFTS ASPHALT CONC. 37.5mm BASE COURSE

2. SELECT GRANULAR FILL OR SUITABLE NATIVE MATERIAL, AS APPROVED BY THE DEPARTMENT'S ENGINEER OR HIGHWAY MAINTENANCE MANAGER, SHALL BE COMPACTED IN A MAXIMUM OF 6" LIFTS AT 95% COMPACTION.

6" 6"

PLAN VIEW 1'-0"

CAPPED END

EXPANSION JOINT (TYP.)

18" DIAMETER FILTREXX R SOXX TM (ALSO AVAILABLE IN 8", 12" AND 24" DIAMETERS

P.C.

6" NO. 1 AND 2 CRUSHED STONE BEDDING

* 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"

SUBBASE TYPE 2 (2 - 6" LIFTS)

R=30' SEE NOTE 3

SECTION VIEW

35"

1/4"

SEE NOTE #2*

3500 P.S.I. CONCRETE

26-1/4"

24-1/2"

2" MIN.

DISCHARGE STORM PIPE

TROWEL FINISH

3/4"

SEE NOTE #1*

EXISTING CONCRETE BASE (SEE NOTE 4)

SELECT GRANULAR FILL OR SUITABLE NATIVE MATERIAL

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

EXISTING ASPHALT BASE (SEE NOTE 1) TACK COAT

22-3/4"

"STORM" OR "WSD"

ANCHORS SET IN MORTAR

P.T.

7-1/2"

1-1/2"

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

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

6", TYP.

PROPOSED ACCESS ROAD

1. UNDER NO CIRCUMSTANCES MAY WASH WATER FROM THESE VEHICLES BE ALLOWED TO ENTER ANY SURFACE WATERS. 2. CONCRETE WASHOUT SHALL BE UNDERLAYED WITH 10 MIL. THICK PLASTIC BUFFER. 3. MAKE SURE THAT PROPER SIGNAGE IS PROVIDED TO DRIVERS SO THAT THEY ARE AWARE OF THE PRESENCE OF WASHOUT FACILITIES. 4. WASHOUT FACILITIES SHOULD NOT BE PLACED WITHIN 50 FEET OF STORM DRAINS, OPEN DITCHES OR SURFACE WATERS. 5. INSTALL ON FLAT GRADE NOT TO EXCEED 2%. 6. CONCRETE WASHOUT MAY BE STACKED IN A PYRAMIDAL CONFIGURATION FOR ADDED HEIGHT AND STABILITY. 7. CONCRETE WASHOUT MAY BE DIRECT SEEDED AT THE TIME OF INSTALLATION. 8. THEY SHOULD BE IN A CONVENIENT LOCATION FOR THE TRUCKS, PREFERABLY NEAR THE PLACE WHERE THE CONCRETE IS BEING POURED. 9. CONCRETE WASHOUT NOT TO BE LESS THAN 6' IN DIAMETER.

CONCRETE WASHOUT DETAIL

BY:

DATE

TOWN ENGINEER

BY:

DATE

PLANNING BOARD CHAIRPERSON

BY:

DATE

TOWN HIGHWAY SUPERINTENDENT

BY:

DATE

WEBSTER SEWER DISTRICT

BY:

NOT TO SCALE

DATE

TOWN ASSESSOR

BY:

DATE

FIRE MARSHAL

BY:

DATE

DIRECTOR OF COMMUNITY DEVELOPMENT

PROJECT MANAGER

NO.

DATE

REVISION

BY

CHKD.

APVLS.

ED

( IN FEET ) 1 inch = 40 ft.

C

HA

NS

160

H

TE EL O R I T Y

PR

0 9 6 1 84

OF E

AL S S I ON

Civil Engineering

DRAWN BY

RK O IE

GRAPHIC SCALE

TITLE OF PROJECT

W.T.A.

O F N EW

L I CE

ER

UNDISTURBED GROUND OR ROCK

NOTE:

20' MIN. & VARIES

A

W.T.A.

TITLE OF DRAWING

J.S.F. TOPO/BASE

Landscape Architecture

G.L.R.

DETAILS PORTION OF TAX PARCEL 065.020-01-040.223 TOWN LOT 12, & 14 , TOWNSHIP 14 , RANGE 4, SECTION 11, PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

LOCATION OF PROJECT

DATE

12/13/2023 SCALE

1"=40'

BELLA TERRA SUBDIVISION SECTION 2

Land Surveying

BOUNDARY

I NE

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

SAW CUT EXISTING PAVEMENT EACH SIDE, TACK COAT ALL CUTS, AND CAP SEAM WITH BITUMINOUS SEALER

A

NG

O.D./2

6" MIN.

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

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

P.T.

E

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

FLOW

PUMP CONTAMINATED WATER INTO CONCRETE WASHOUT

A

2" ASPHALT CONCRETE, 19mm BINDER COURSE

4" PLASTIC PIPE (TYP.)

R=30' SEE NOTE 3

ASPHALT CONCRETE, 37.5mm BASE COURSE (SEE NOTE 1) MIN. 6", 2 - 3" LIFTS

C

6" MIN.

A

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

O.D.

ASPHALT CONCRETE, 9.5mm TOP COURSE MIN. THICKNESS 1 1/2" (SEE NOTE 1)

ST

24" WIDE

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.

MI

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)

1-1 /

P.C.

2" MIN.

COMPACTED COMMON FILL

2"x2"x36" WOODEN STAKES PLACED 5' O.C.

COUNTY HIGHWAY

6" MIN. TOPSOIL

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

17' MIN. OR MATCH EXIST. EDGE OF SHOULDER

CL

2.5"

3'-0"

E . SLOP

10' MIN. (TYP.)

1% MIN

SAW CUT FULL DEPTH AND TACK COAT

1.5" FINISHED CENTERLINE ROAD GRADE

80' MIN. AND VARIES

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

Costich Engineering

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

CLIENT

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

DWG. #

4500.11

CA500 SHEET 8 OF 9

BEND OR FITTING

HYDRANT MARKER NOTES:

1" TOP COURSE (1.5" FOR MAJOR ROADS)

NOTE:

HYDRANT MARKER 3'

NO. 5 REBAR (5/8")

A (FT)

1.5

2.0

1.5

2.0

2.5

1.5

2.5

1.0

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

SOIL BEARING STRENGTH -

PSF

PSI TEST PRESSURE

VERTICAL DOWN THRUST BLOCKS 3"(TYP)

HORIZONTAL AND VERTICAL UP THRUST BLOCKS CL BOND BREAKER GRADE

WATER AUTHORITY DISCLAIMER

1. THE CONTRACTOR/DEVELOPER IS SOLELY RESPONSIBLE FOR THE ABOVE ACTIONS; THE MONROE COUNTY WATER AUTHORITY WILL NOT MONITOR THIS WORK OR GUARANTEE IT's COMPLETION.

CONCRETE THRUST BLOCK UNDISTURBED SOIL

3 ft

NOT TO SCALE

BOND BREAKER

W

TYPICAL MONUMENT INSTALLATION

WEBSTER HYDRANT NOTES & HYDRANT MARKER DETAIL

TYPICAL ROAD CROSS-SECTION DETAIL

1.5

W (FT)

BEND PROFILE

H

CONCRETE THRUST BLOCK UNDISTURBED SOIL

BEND ELEVATION

VERTICAL UP THRUST BLOCKS NOT TO SCALE

NOT TO SCALE

(T YP

GRADE

CL

CONCRETE THRUST BLOCK

)

A

V I CE IN

SE

R

GRADE

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

DIP TRENCH

MONROE COUNTY

WATER AUTHORITY

SEPT 2016 DATE

ROCHESTER, NEW YORK

NOT TO SCALE

VALVE NOT TO SCALE

DME 3

MONROE COUNTY

WATER AUTHORITY

HYDRANT MARKER

SEPT 2016 DATE

ROCHESTER, NEW YORK

MONROE COUNTY

WATER AUTHORITY ROCHESTER, NEW YORK

NOT TO SCALE

DME 5

SEPT 2016 DATE DME 8

PLUG

CONCRETE THRUST BLOCK

TEE PLAN CORPORATION STOP

RIGHT-OF-WAY OR WATER MAIN EASEMENT LINE 5.5' BURY HYDRANT TO BE INSTALLED w/4-1/2" NOZZLE FACING THE ROADWAY

UNDISTURBED SOIL

TEE ELEVATION

WATER MAIN BEND

CL

GRADE

WATER MAIN

A

BEND BOND BREAKER

H

2. VALVE SHALL NOT SUPPORT VALVE BOX.

NOTE

EXCAVATION TO MEET OSHA REQUIREMENTS.

UNDISTURBED SOIL

UNDISTURBED SOIL BOND BREAKER

NOTES

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

TRENCH LIMITS

CONCRETE THRUST BLOCK

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.

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

6"MIN IN ROCK

L

1" COPPER OR PLASTIC (MIN)

VALVE

6" 6"MIN IN ROCK

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

5'-0" MIN

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

PIPE ZONE

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

BASE

N OT

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

12"

EXTENSION

BEND ELEVATION

3" (TYP)

MIN

VALVE BOX

UNDISTURBED SOIL

1" COPPER

W

1" CURB STOP

H

12"

W

CL

GRADE

MIN

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

90 DEGREE

W (FT)

DE WI

WATERMAIN

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

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

1.5

H (FT)

45 DEGREE

L (FT)

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

1. THE TOWN REQUIRES THE COLOR CODING OF THE 2.5" HYDRANT NOZZLES WHICH WILL INDICATE FIRE FLOWS: RED = 500 g.p.m. OR LESS ORANGE = 500 to 1000 g.p.m. GREEN = 1000 g.p.m. AND UP

HYDRANT MARKER LOCATION

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

1.0

A (FT)

PIPE DIAMETER

PLASTIC CAP

2. CONTRACTOR SHALL CONTACT PROJECT ENGINEER FOR FLOW PRESSURE AND PAINT NOZZLES ACCORDINGLY.

1.5

W (FT)

90 DEGREE

2221 DEGREE

3" (TYP)

3" BINDER COURSE (3.5" FOR MAJOR ROADS)

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.

1.0

H (FT)

45 DEGREE

1141 DEGREE

H

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

1.0

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

A

#1 AND #2 CLEAN STONE (IN GUTTER WEEP AREA, THE ENTIRE LENGTH OF THE ROADWAY)

EXISTING GRADE

HYDRANT NOZZLE COLOR NOTES:

GRADE

9" (#3) CRUSHER RUN STONE-FIRST COURSE PLACED IN TWO LIFTS. 2 FEET

SUB-GRADE COURSE (IF REQ'D.)

4. ALL FIRE HYDRANTS PROPOSED IN THIS PROJECT SHALL HAVE A HYDRANT MARKER AS SHOWN IN THIS DETAIL.

4-1/2" 17-1/2"

3. MINIMUM HEIGHT ABOVE GRADE IS 6 FT.

PAINTED GREEN

2. POST TO BE PAINTED GREEN WITH TOP 3 FT. PAINTED YELLOW.

1-1/2"

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

PIPE 11-1/4 DEGREE 22-1/2 DEGREE DIAMETER H W A H W A (FT) (FT) (FT) (FT) (FT) (FT)

36" MIN. 42" MAX.

2-1/2"

PAVEMENT CENTERLINE

10'-0"

6 FEET

1'-6"

1'-0"

PAINTED YELLOW

6"x30" CONC. GUTTER

13'-0"

1. DELINEATOR POST, FLANGED CHANNEL (2"x7/8"x1/8") (8' LENGTH, STEEL)

DISINFECTION/ BLOW-OFF/ SAMPLING TAP (TEMPORARY)

REBAR (TYP)

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

NOT TO SCALE

CONCRETE THRUST BLOCK BOND BREAKER

W

UNDISTURBED SOIL

BEND PLAN

CONCRETE THRUST BLOCK

NOTES

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

UNDISTURBED SOIL

BEND PLAN

SEPT 2016 DATE

HORIZONTAL THRUST BLOCKS

DME 14

NOT TO SCALE

BEND ELEVATION MONROE COUNTY

WATER AUTHORITY

VERTICAL DOWN THRUST BLOCKS

SEPT 2016 DATE

ROCHESTER, NEW YORK

MONROE COUNTY

WATER AUTHORITY ROCHESTER, NEW YORK

NOT TO SCALE

DME 6

SEPT 2016 DATE DME 7

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

GRADE GRADE SERVICE LINE 12"MIN

WATER MAIN

SHEET OF POLYETHYLENE ENCASEMENT OVER TYPE 7 SELECT FILL

TYPE 7 SELECT FILL FOR WIDTH OF HYDRANT TRENCH

WATER MAIN CURB BOX AND ROD

MJ ANCHOR TEE, 6" OUTLET

VALVE BOX w/TOP

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

GRADE

SOLID CONCRETE BLOCK (MIN:8"x8"x16") 6"x18" (MIN) ANCHOR PIPE ONE CONTINUOUS LENGTH FROM VALVE TO HYDRANT

2" COPPER / BRASS PIPE

PERPENDICULAR HYDRANT ASSEMBLY NOT TO SCALE

MONROE COUNTY

WATER AUTHORITY ROCHESTER, NEW YORK

WATER MAIN

COATED TRACING WIRE

NOTES

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

6" MJ GATE VALVE CAP

CORPORATION STOP (INSTALL WITH OPERATING KEY POSITIONED ON SIDE)

2°

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

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

22-1/

PLAN

SHEET OF POLYETHYLENE ENCASEMENT OVER TYPE 7 SELECT FILL

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

5' MIN COVER

VALVE BOX

POLYETHYENE ENCASEMENT

5' MIN COVER

TYPE 7 SELECT FILL

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

TRACING WIRE TO BE WRAPPED AROUND OUTSIDE OF CURB BOX CURB BOX w/ROD CURB STOP BARE TRACING WIRE TO BE ATTACHED AND TAPED TO COUPLING OR TO CONSUMER TRACING WIRE

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

2. TRACING WIRE TO BE USED WITH POLYETHYLENE SERVICE ONLY. SEPT 2016 DATE DME 9

SERVICE INSTALLATION NOT TO SCALE

MONROE COUNTY

WATER AUTHORITY ROCHESTER, NEW YORK

SEPT 2016 DATE DME 17

2" x 90° BRASS BEND 2" BRASS PIPE

2" BRASS NIPPLE

2" x 45° BRASS BEND

DME 16

TOP OF BERM ELEV. = 362.7 PROVIDE CONE GRATE TRASHRACK (TOP MOUNT) BY HAALA INDUSTRIES OR APPROVED EQUAL

EMERGENCY SPILLWAY INV. ELEV. = 361.70

BOTTOM OF GRATE ELEV. = 360.70

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

CONE GRATE TRASHRACK

SEE TEMPORARY DISCHARGE STRUCTURE DETAIL, REMOVE ONCE ALL UPSTREAM AREAS HAVE BEEN STABILIZED

PRECAST STRUCTURE PRECAST STRUCTURE 2'X2' INLET 2 COATS ASPHALTIC WATERPROOFING (KOPPERS BITUMASTIC 300M, CARBOLINE FABERTITE (C) OR APPROVED EQUAL.) (INSIDE AND OUTSIDE OF INLETS WALLS)

STORM ELEVATIONS

20-6" DIA. PVC REVERSE SLOPE PIPE @ -10%

FLOW

BOTTOM AND BASE OF STRUCTURE TO BE PRECAST

STATIC WATER ELEV. = 357.0

PROPOSED 12" STM. STORM SEWER @ 0.23%

100 YR. STORM ELEV. = 360.90 10 YR. STORM ELEV. = 358.94 2 YR. STORM ELEV. = 357.92 1 YR. STORM ELEV. = 357.60

INV. 357.0 INV.=355.0 BOTTOM OF POND ELEV. = 353.0

UNDISTURBED EARTH OR COMPACTED FILL

NO. 2 CRUSHED STONE 12" MIN. COMPACTED THICKNESS

TEMPORARY / PERMANENT DISCHARGE STRUCTURE "DC-1" NOT TO SCALE TOP OF BERM ELEV. = 368.80 PROVIDE CONE GRATE TRASHRACK (TOP MOUNT) BY HAALA INDUSTRIES OR APPROVED EQUAL

EMERGENCY SPILLWAY INV. ELEV. = 367.80

BOTTOM OF GRATE ELEV. = 366.0

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

CONE GRATE TRASHRACK

SEE TEMPORARY DISCHARGE STRUCTURE DETAIL, REMOVE ONCE ALL UPSTREAM AREAS HAVE BEEN STABILIZED

PRECAST STRUCTURE PRECAST STRUCTURE 2'X2' INLET

APPROVALS

2 COATS ASPHALTIC WATERPROOFING (KOPPERS BITUMASTIC 300M, CARBOLINE FABERTITE (C) OR APPROVED EQUAL.) (INSIDE AND OUTSIDE OF INLETS WALLS)

STORM ELEVATIONS

20-6" DIA. PVC REVERSE SLOPE PIPE @ -10%

FLOW

BOTTOM AND BASE OF STRUCTURE TO BE PRECAST

STATIC WATER ELEV. = 364.0

PROPOSED 12" STM. STORM SEWER @ 0.23%

100 YR. STORM ELEV. = 366.12 10 YR. STORM ELEV. = 365.11 2 YR. STORM ELEV. = 364.61 1 YR. STORM ELEV. = 364.46

BY:

DATE

TOWN ENGINEER

BY:

DATE

PLANNING BOARD CHAIRPERSON

INV. 364.00 INV.=362.0

BY:

DATE

TOWN HIGHWAY SUPERINTENDENT

BOTTOM OF POND ELEV. = 360.0

UNDISTURBED EARTH OR COMPACTED FILL

NO. 2 CRUSHED STONE 12" MIN. COMPACTED THICKNESS BY:

DATE

WEBSTER SEWER DISTRICT

TEMPORARY / PERMANENT DISCHARGE STRUCTURE "DD-4" NOT TO SCALE BY:

DATE

TOWN ASSESSOR

BY:

DATE

FIRE MARSHAL

BY:

DATE

DIRECTOR OF COMMUNITY DEVELOPMENT

PROJECT MANAGER

REVISED PER TOWN COMMENTS TO SEPARATE STORMWATER FROM MEADOWS TWO

W.T.A.

M.O.R.

01/08/2024

REVISED PER TOWN COMMENTS DATED 01/05/2024

J.P.

M.O.R.

NO.

DATE

REVISION

BY

CHKD.

APVLS.

ED

04/15/2024

NS

( IN FEET ) 1 inch = 40 ft.

160

PR

0 9 6 1 84

OF E

AL S S I ON

Civil Engineering

DRAWN BY

ER

C

HA

W.T.A.

TITLE OF DRAWING

J.S.F. TOPO/BASE

Landscape Architecture

G.L.R.

DETAILS PORTION OF TAX PARCEL 065.020-01-040.223 TOWN LOT 12, & 14 , TOWNSHIP 14 , RANGE 4, SECTION 11, PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

LOCATION OF PROJECT

DATE

12/13/2023 SCALE

1"=40'

BELLA TERRA SUBDIVISION SECTION 2

Land Surveying

BOUNDARY

I NE

H

TE EL O R I T Y

RK O IE

GRAPHIC SCALE

TITLE OF PROJECT

W.T.A.

O F N EW

L I CE

NG

ROCHESTER, NEW YORK

E

WATER AUTHORITY

SEPT 2016 DATE

A

NOT TO SCALE

MONROE COUNTY

C

TEE w/2" BLOW-OFF

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

ST

ELEVATION

MI

2" BRASS NIPPLE

2" CURB STOP w/DRAIN

Costich Engineering

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

CLIENT

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

DWG. #

4500.11

CA501

SHEET 9 OF 9

End of document