Bella Terra Section 2 Civil Plans compressed

LOT 116

LOT 123

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

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

LOT 122

RIGHT-OF-WAY LINE

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

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

220.97'

45"E S07° 38' 99.50' '4

BY:

N 1181474.96 E 813837.01 GRID

2" W

∆=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

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

BY:

3.4 5'

N08° 27 ' 24"E 182.48'

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

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

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

DATE

DIRECTOR OF PUBLIC HEALTH

BY

PUBLIC HEALTH ENGINEER

100

DATE

200

REVISION

400

BY

W.T.A.

O F NEW Y T.

I

EL

HI

C

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

Land Surveying

BOUNDARY

TOPO/BASE

L. S.

LOCATION OF PROJECT

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

CLIENT

800 PHILLIPS ROAD, L.L.C.

DATE

03/20/2024 SCALE

1" = 100'

APVLS.

BELLA TERRA SUBDIVISION OVERALL PLAT MAP

Civil Engineering

DRAWN BY

S89° 13' 02"W 1718.67'

CHKD.

TITLE OF PROJECT

K

N

A

TE

EN

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

NO.

LI C

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.

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

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.

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

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.

RK O OK

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.

DA

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

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

YO

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

REALTY SUBDIVISION APPROVAL

GRAPHIC SCALE

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

E

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

NORTH

T.P. 9164 (MCGS)

RIGHT-OF-WAY LINE

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

County Highway Superintendent For the Monroe County Monumentation Law

RIGHT-OF-WAY LINE

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.

DATE:

REAL PROPERTY TAX SERVICE:

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:

MONROE COUNTY SURVEYORS OFFICE:

S3 1.

DATE

TOWN ASSESSOR

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'

113.58' S88° 56' 38"W

APPROXIMATE LOCATION TOWN LOT 6 APPROXIMATE LOCATION TOWN LOT 12

SURVEY NOTES

DATE

WEBSTER SEWER DISTRICT

891.29'

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.

BY:

N11° 02' 21"E 60.06'

911.58' N01° 03' 22"W 1057.45'

DATE:

911 APPROVAL: 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

145.87'

DATE:

BY:

3°

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

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)

DATE

TOWN ENGINEER

FIRE MARSHAL

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.

4/3/2024

APPROVALS

REFERENCES 1.

Date

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

BY:

S 3 8.

N 1181136.36 E 813300.04 GRID

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

By:

247.04'

∆=20°13'06" R=280.00' L=98.80' CHD=S80°48'42"E 98.29'

2893.73' 1254.31'

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

' 27

W 5"

S88° 56' 38"W 125.79'

N 1181121.97 E 812519.55 GRID

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

PLANNING BOARD CHAIRPERSON

° 41

459.45'

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

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.

BY:

9 0.0 24

S30° 27' 27"W 4.24'

e) THE AREA OCCUPIED BY THE RIGHT-OF-WAY FOR PUBLIC ROADS OR STREETS IS 1.164 ACRES.

N18

N89° 04' 45"E 90.06'

N59° 32' 33"W 60.00'

∆=78°50'24" R=30.00' L=41.28' CHD=S69°52'39"W 38.10'

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

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

N30° 27' 27"E 4.24'

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

BY:

E

S00° 55' LOT15"E 120 60.00'

S79° 08' 27"W 22.70'

" 51 5'

9"W LOT 119 4' 2 ' 5 7° 5.98 5 S 12

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

GRID

E 815099.96 GRID

S76° 55' 38"E 60.00'

N 1182074.63 E 814417.71 GRID

0 5°

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

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

S3

LOT 118

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.

.87'

LOT 121

S02° 53' 24"E 80.19'

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.

LOT 118

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 1572 SISTINE WAY T.A. # 065.02-4-56

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

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 1570 SISTINE WAY T.A. # 065.02-4-57

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 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 WAY BELLORA 1563 T.A. # 065.02-4-41

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 1564 SISTINE WAY T.A. # 065.02-4-60

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

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

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 1562 SISTINE WAY T.A. # 065.02-4-61

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

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 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 1568 BELLORA WAY T.A. # 065.02-4-5

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

CENTERLINE

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

465

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

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

∆=78°50'24" R=30.00' L=41.28' CHD=N08°57'45"W 38.10'

APPROXIMATE LOCATION TOWN LOT 7 APPROXIMATE LOCATION TOWN LOT 6

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

N08° 36 ' 24"E

LOT 122

LOT 117

∆=15°14'47" R=280.00' L=74.51' CHD=N40°45'34"W 74.29'

5/8" REBAR FOUND

S03° 46' 38"E 208.26'

LOT 151

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

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

N52° 06' 20"W 126.01'

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

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

LOT 117

NOT TO SCALE

CERTIFICATION

CENTERLINE

N12°

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

LOT 127

LOT 125

LOT 123

LOT 152

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

LOCATION SKETCH

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

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

N00° 55' 15"W 1105.34'

0.34'

0.06'

LOT 124

0.41'

0.05'

N00° 55' 15"W 201.00'

MEADOWS TWO SUBDIVISION FUTURE SECTION 2 678,306 SQ.FT. 15.572 ACRES

LOT 115

LOT 128

N88° 19' 43"E 146.35'

1832.17'

40' 19

0.35'

5/8" REBAR FOUND 0.06'

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

LOT 129

LOT 126

LOT 124

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

LOT 116

151.98' N04° 23' 25"W

"E 2 27.50 '

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

LOT 130

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

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

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

LOT 114

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

LOT 126

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

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

∆=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 154

LOT 155

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

ORCHARD

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

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'

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

LOT 157

LOT 158

LOT 150

STREET

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

COUNTY ROAD 6

LOT 113

LOT 159

RIGHT-OF-WAY LINE

N89° 04' 45"E 206.03'

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

LOT 160

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

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.)

LOT 131

LOT 125

5/8" REBAR FOUND

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

LOT 127

LOT 161

LOT 144

LOT 143

ROAD

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

LOT 162

LOT 142

SALT

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

LOT 163

LOT 164

LOT 165

LOT 166

LOT 141

ROAD

LOT 132

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

N00° 55' 15"W 297.08'

N00° 55' 15"W 402.50'

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

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

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

PHILLIPS

LOT 112

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

N00° 55' 15"W 9.04'

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

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

LOT 135

RIGHT-OF-WAY LINE

S89° 04' 45"W 199.34'

LOT 134

RIGHT-OF-WAY LINE

LOT 111

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

162.36' N85° 50' 36"W

∆=7°56'19"N/F R=180.00' 800 PHILLIPS ROAD LLC 522 HACKBERRY WAY L=24.94' T.A. # 065.02-5-10 CHD=N03°02'55"E LOT 110 24.92'

LOT 111

PROJECT LOCATION

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

LOT 109

LOT 110

ROAD

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

LOT 109

ROAD

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

SALT

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

LOT 108

(66.0' R.O.W.)

LOT 108

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

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

0.05'

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

PIN IN CONCRETE 0.80' FOUND

LOT 101

SCHLEGEL

MAG NAIL FOUND

RIGHT-OF-WAY LINE

3/4" IRON PIPE FOUND

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

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

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'

0.33'

S00° 55' 15"E 520.73'

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

POINT OF BEGINNING

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

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. # 65.020-01-040.223 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

"E 99 S07° 38' 45 25.76' 22.72'

32.88'

LOT 163

LOCATION SKETCH

NE

5 4 .7 0 +0

∆

H 'C

°4 =5 1

6 '2

8 =4

°2 5

E LIN

0 0 .0

R 4"

6 =3

'L

1 .4

0 0 .0

156.78' N86° 19' 14"W

0 9+

D CH

3 36

° 30

'C

' 41

HD

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°

25'

02" W

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=S45°04'21"E 57.55'

263

REMAINING LANDS SALT ROAD (ZONED: LMR)

.45

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

∆=7°40'24" R=430.00' L=57.59' CHD=S37°23'57"E 57.55' LOT 213 21,110 SQ.FT. 0.485 AC.

LOT 212 21,971 SQ.FT. 0.504 AC.

W 15" 26' 0' 6° S5 319.2

LOT 211 22,427 SQ.FT. 0.515 AC.

12.50'

133.37' N01° 03' 22"W 145.87'

"W ' 39 ° 06 S64 65.91' 2

LOT 210 18,317 SQ.FT. 0.421 AC.

N 1180992.83 E 813428.50 GRID

S88° 56' 38"W 125.79' 125.79'

LOT 209 28,300 SQ.FT. 0.650 AC.

'L

. 23

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

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

ROW MONUMENT

00'

8"W '3 03 ' 9° .38 S4 231

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

.1 3

60.

S88° 56' 38"W 113.58' 113.58'

PRI

.W.

R.O

N

7 °5

0 36

W

W 7" '2 05 8' 1° 24.1 3

R.O

E VAT

R 9"

CE .W.

∆

'L

S3

02"

S4

RLI NTE

0 0 .0

. 34

C

' 35

= HD

4 0°

E 3"

25'

4"W 47' 0 S71° .74' 230

S89° 06' 16"W 174.54'

17+00

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

5" R

.0 385

7+00

S89° 06' 16"W 246.88'

ARROWWOOD TRAIL

6 '1 5 °4

ATE

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

N89° 06' 16"E 245.86'

18+00

LOT 208 16,196 SQ.FT. 0.372 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'

LOT 207 11,968 SQ.FT. 0.275 AC.

N89° 06' 16"E 165.57'

LOT 206 11,793 SQ.FT. 0.271 AC.

191.97' S89° 04' 45"W

LOT 205 11,742 SQ.FT. 0.270 AC.

S04° 48' 28"E 52.41'

35' FRONT SETBACK TYP.

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

188.26' S89° 04' 45"W

186.46' S89° 04' 45"W

LOT 204 11,813 SQ.FT. 0.271 AC.

.22'

N04° 48' 28"W 67

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'

186.62' S89° 04' 45"W

LOT 203 29,138 SQ.FT. 0.669 AC.

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

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

PRIVATE R.O.W. LINE

∆=3°17'10" R=2030.00' L=116.43' CHD=S03°32'05"W 116.41'

188.74' S89° 04' 45"W

LOT 202 16,194 SQ.FT. 0.372 AC.

(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 '

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

205.48' S89° 04' 45"W

LOT 201 16,490 SQ.FT. 0.379 AC.

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 '

ATE

V

PRI

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

4+00

3+00

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

6+00

5+00

2+00

E

P. C. STA 6+47.32

0.7 N04° 48' 28"W 16

∆= . LIN

∆ =5

48' 28"W 147.52' N04°

P. T. STA 4+86.59

∆=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

63.01'

∆=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=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.

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

201.01' S89° 04' 45"W

LOT 131

LOT 132

206.03' N89° 04' 45"E 206.03'

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

∆=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

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

∆=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. C. STA 1+38.02

∆=0°50'13" R=1470.00' L=21.48' CHD=N00°19'28"E 21.47' N/F 800 PHILLIPS ROAD LLC 535 TERRA VERDE WAY T.A. # 065.02-4-31

S44° 31' 02"E 27.41'

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

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 221 10,313 SQ.FT. 0.237 AC.

35.0'

S01° 01' 51"E 34.55' ∆=0°56'13" R=1470.00' L=24.04' CHD=N00°33'45"W 24.04'

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

7"W '3 5 ' 2 9 5° 0.8 4 N 13

3°

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

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

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

18+91

PRIVATE 60' R.O.W.

0+00

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

∆=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'

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

S3

ROW MONUMENT

10+00

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

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

35.0'

TERRA VERDE WAY

N89° 54' 21"E 60.00'

N89° 54' 21"E 15.00'

PROPOSED 15' WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY

PROPOSED WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY

8 .3

LOT 166

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

LOT 130

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

S87° 06' 36"W 52.38'

S85° 11' 32"W 181.06'

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

146.35' N88° 19' 43"E 146.35'

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

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

S87° 06' 36"W 148.22'

LOT 129

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

S02° 53' 24"E 6.14'

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

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

W

S02° 53' 24"E 80.19' 74.05'

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

W

130.27'

PROPOSED 15' WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY

77.99'

63.

S85° 11' 32"W 217.86'

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

49'

S85° 11' 32"W 254.66'

S03° 46' 38"E 208.26'

S79° 08' 27"W 22.70'

30" 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

LOT 164

1"E

5° S3 97' . 2 7

5 05'

1°

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

' .09 0 4 2

S29° 08' 56"W 15.00'

S4

LOT 127

NOT TO SCALE

96 72.

10+

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

PROPOSED 15' WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY

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

30' WIDE DRAINAGE EASEMENT TO THE TOWN OF WEBSTER PER REFERENCE NO. 3

N00° 55' 06"W 15.00'

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

S89° 04' 45"W 90.04'

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

16+00

S89° 04' 45"W 90.04'

N 1182241.57 E 813282.27 GRID

63.00' N00° 55' 15"W 1105.34'

63.00'

150.02'

79.54'

80.06'

23.19'

110.35'

97.32'

168.61'

60.00'

84.25'

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. 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.

SITE LINE & SYMBOL LEGEND REAL PROPERTY TAX SERVICE: SECTION/PARCEL BOUNDARY

APPROVALS

MONROE COUNTY DEPARTMENT OF HEALTH REALTY SUBDIVISION CONDITIONS OF APPROVAL :

RIGHT-OF-WAY LINE ADJACENT PROPERTY 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.

MIN. BUILDING SETBACK

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

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

CENTER LINE

BY:

DATE

TOWN ENGINEER

EXIST. CONCRETE CURB EXIST. EDGE OF PAVEMENT

SURVEY NOTES 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.

PROPOSED BUILDING

PROPOSED LOT LINE

PROPOSED CONCRETE CURB

BY:

DATE

PLANNING BOARD CHAIRPERSON

BY:

DATE

TOWN HIGHWAY SUPERINTENDENT

EXIST. EASEMENT LINE

REFERENCES

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

TOPOGRAPHIC SURVEY WAS CONDUCTED ON MAY 11, 2023.

DATE

FIRE MARSHAL

EASEMENT DIMENSION

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:

4/3/2024

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

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.

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

J.S.F.

Landscape Architecture

G.L.R.

PLAT MAP 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

TOPO/BASE

EN

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

BY:

LI C

EXISTING UTILITY POLE, GUY ANCHOR & POLE W/LIGHT

K

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.

DIRECTOR OF PUBLIC HEALTH

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.

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.

County Highway Superintendent For the Monroe County Monumentation Law

R

DATE

TOWN ASSESSOR

XX.XX'

BY:

YO

EXIST. RIGHT-OF-WAY LINE

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)

911 APPROVAL:

E

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

DATE

WEBSTER SEWER DISTRICT

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

I

BY:

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH MONROE COUNTY SURVEYORS OFFICE:

N

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

EXIST. ADJOINING PROPERTY LINE

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

A

PROPOSED EASEMENT LINE

CERTIFICATION

DA

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

ST

CENTER LINE

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

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

24+00

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

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

N08° 14' 0 6"E ∆=2°40'32" 156.88' R=830.00' L=38.76' CHD=S80°25'39"E ∆=0°37'57" 38.76' LOT 229 R=2070.00' L=22.85' 10,551 SQ.FT. CHD=S79°24'21"E 0.242 AC. 22.85'

∆=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

N10° 16' 40"E 170.70'

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

N 1180981.24 E 814649.86 GRID

26+00

S89° 13' 19"E 164.81'

S89° 13' 19"E 155.38'

FUTURE LOT 302

117.21'

28+00

FUTURE SECTIONS OF BELLA TERRA SUBDIVISION

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

4"E 247.0

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

N08° 36' 2

27+00

211.98' N89° 43' 56"W

S04° 05' 08"W 147.05'

69.21'

APPROXIMATE LOCATION TOWN LOT 12

' S85° 30' 54"E 220. 97

APPROXIMATE LOCATION TOWN LOT 14

S76° 5 5' 38"E 60.00'

REMAINING LANDS SALT ROAD (ZONED: LMR)

61.32'

ROAD

L=175.82' CHD=S85°23'09"E 175.47'

68.69'

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

SALT

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

71.78'

CONC. HEADWALL

SECTION 2B

FUTURE SECTION

SECTION 2A

MEADOWS 2

S88° 17' 35"W 487.66' 73.64'

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

∆=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'

FUTURE LOT 301

75.41' ' 4° 23' 25"W 151.98

N 1182074.63 E 814417.71 GRID

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

PROPOSED 15' WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY

27.22' LOT 260 21,347 SQ.FT. ∆=3°58'04"N07° 47' 50"E 0.490 AC. R=2130.00' 15.00' L=147.51' CHD=N83°27'16"W 147.48'

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

62.91'

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

N0

149.32'

76.57'

S01° 40' 54"E 142.05'

38.37'

76.48

PRIVATE R.O.W. LINE

S81° 50' 12"E

NOT TO SCALE

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

60.06' N11° 02 ' 21"E

EXISTING DRAINAGE EASEMENT TO THE TOWN OF WEBSTER PER LIBER 362 OF MAPS PAGE 44

149.26' S88° 19' 06"W 187.63'

66.29

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

∆=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

74.42

LOT 120

LOT 154

57.31

' 7' 73.20 465.8 W 7" 41' 2 N18°

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

53"E 35 .91'

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

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

S88° 19' 06"W 253.61'

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.

P. C. STA 4+29.43

P. C. STA 0+35.91

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

60.62'

59.83

8.34'

ROW MONUMENT N10° 10'

1+00

22+00

LOT 119

' 02"W S77° 49 180.59'

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

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

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

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

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

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

PRIVATE R.O.W. CENTERLINE

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

LOT 254 11,707 SQ.FT. 0.269 AC. "W 40' 01 S73° 3' 174.9

LOT 152

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

CHD=S05°24'42"E 69.85'

68.57'

VERDE WAY

EXISTING EASEMENT TO THE TOWN OF WEBSTER FOR STORM SEWER PURPOSES PER LIBER 362 OF MAPS PAGE 44

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

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

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

206.77' N00° 46' 41"E R.O.W. LINE

21+00

∆=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'

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" ∆=

144.94' N86° 55' 16"E

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

ROW MONUMENT PRIVATE

∆=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

N00° 46' 41"E 174.25'

2+00

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

158.67' "E N82° 31' 30

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

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

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

4+00

99.36' S00° 46' 41"W 188.64'

PRIVATE R.O.W. CENTERLINE

3+00

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

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

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

ROW MONUMENT

' CHD

0 °0 0

4 0 '5 7

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

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

030

PRIVATE R.O.W. LINE

5 2 .2 0 ∆ = 3 1 °1 2 ' 5 6 " R = 8 3 0 .0 0 ' L = 4

L =2

D =N 1

3 0 .6

5+00

0 8 °4

S88° 19' 06"W 172.61'

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

.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 =3

=N 0 8 °

' C H D =N

44.77'

L =1 9 2 . 6 1 ' C

H

7+00

0 .0 0

CHD 0 .2 3 '

3 4 0 .1 4 .0 0 ' L =

67.47' PRIVATE R.O.W. LINE

PROPOSED 15' WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY

P. C. STA 2+53.61

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

35' FRONT SETBACK TYP.

59' 0 '5 7 "W 3 3 8 .

N88° 19' 06"E 187.60' 142.83'

= 8 1 5 .0 0 '

8+00

3 5 .8 5 ' C

6 "E 4

6+00

0 .4 8 '

°5 5 '

10 0 " R=

" 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.

78.07'

9+00

2'2 7" R

0 0 .0 0 ' L = 4

°3 2 ' 0 D =S 0 2

N01° 42' 25"W 141.96'

59.57'

∆ = 3 1 °1 2 ' 5 6 " R = 8

6 "E 4

63.00' S88° 17' 35"W 343.48'

∆ = 3 1°1 2 ' 5 6

1' C H

°3 2 ' 0 D =S 0 2

∆ =1 8

P. C. STA 5+69.11

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 .3 4 '

142.83'

∆ =1 3 ° 3

N88° 17' 35"E 340.55'

S76° 55' 38"E 15.00'

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

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

∆=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°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'

5' 173.0 "E 20' 30 N74°

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

10+00

338.64' N88° 17' 35"E

LOT 151

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

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

PORTION OF EASEMENT TO BE ABANDONED IN THE RIGHT OF WAY

346.62' N88° 17' 35"E

10+2

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

356.85' 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' )

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

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

371.38' 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

389.18' N88° 17' 35"E

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

( PR

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.

340.58' N88° 17' 35"E

EXISTING EASEMENT TO THE TOWN OF WEBSTER FOR STORM & SANITARY SEWER PURPOSES PER LIBER 362 OF MAPS PAGE 44

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

60.0'

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'

EXISTING SANITARY SEWER EASEMENT 10' WEST OF EX. SEWER TO R.O.W. TO TOWN OF WEBSTER PER LIBER 362 OF MAPS PAGE 44

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.

Standard

131 Change to Costich Style

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

LOT 122

SITE LINE & SYMBOL LEGEND EXISTING EASEMENT TO THE TOWN OF WEBSTER FOR STORM & SANITARY SEWER PURPOSES PER LIBER 362 OF MAPS PAGE 44

SECTION/PARCEL BOUNDARY

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:

APPROVALS 1.

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.

MIN. BUILDING SETBACK

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

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

BY:

DATE

TOWN ENGINEER

EXIST. CONCRETE CURB EXIST. EDGE OF PAVEMENT CENTER LINE

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.

PROPOSED BUILDING

PROPOSED LOT LINE

PROPOSED CONCRETE CURB

BY:

DATE

PLANNING BOARD CHAIRPERSON

BY:

DATE

TOWN HIGHWAY SUPERINTENDENT

TOPOGRAPHIC SURVEY WAS CONDUCTED ON MAY 11, 2023.

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

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.

BY:

DATE

FIRE MARSHAL

XX.XX'

Date:

4/3/2024

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

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 065.020-01-040.223 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

R

EXIST. EDGE OF PAVEMENT

YO

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

REFERENCES

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)

DIRECTOR OF PUBLIC HEALTH County Highway Superintendent For the Monroe County Monumentation Law

E

DATE

TOWN ASSESSOR

EN

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

BY:

LI C

EXIST. RIGHT-OF-WAY LINE

K

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.

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)

911 APPROVAL:

I

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

DATE

WEBSTER SEWER DISTRICT

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH MONROE COUNTY SURVEYORS OFFICE:

EXIST. 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 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

BY:

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

A

EXIST. ADJOINING PROPERTY LINE

CERTIFICATION

N

PROPOSED EASEMENT 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.

ST

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

MONROE COUNTY DEPARTMENT OF HEALTH REALTY SUBDIVISION CONDITIONS OF APPROVAL :

ADJACENT PROPERTY LINE

CENTER LINE

SURVEY NOTES 1.

3. ALL SITE WORK IS TO BE IN COMPLIANCE WITH THE STANDARDS OF THE TOWN OF WEBSTER.

RIGHT-OF-WAY LINE

TRAIL MILANO

# 065.02-4-57

800 PHILLIPS ROAD LLC

LOT 156

2. ALL ROADWAY CONSTRUCTION TO BE IN ACCORDANCE WITH THE SPECIFICATIONS AND REGULATIONS SET FORTH BY THE TOWN OF WEBSTER.

DA

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

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

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

DC-5 END SECTION INV=359.00

OH OH

364.50 364.30

36'-12" HDPE @ 1.92% (PERF.)

44'-12" HDPE @ 0.23%

OH

360.

361.35

360.75

361.35

W

20'-6" PVC @ -10.00%

DD END SECTION INV=364.30

OH

E

OH

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

E

RM AIN ATE PW

E

OH

OH OH

OH

OH OH

OH

E

OH

E

OH

EXI

STI

ARRO

2" BLOW OFF

8" D I

E

MEADOWS TWO SUBDIVISION

TOWN OF WEBSTER OPEN SPACE

W

TR R.O.W AIL .)

LOT 120

WIDE

LOT 121

@ VC

0.8

@ HD PE

8" P

7'17

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

NG

LOT 122

WWO OD

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

(60.0'

E

RGE 100 RGE T168

RGE 102

OH

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

APPROXIMATE LOCATION TOWN LOT 14

E

LOT 124

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

0.9 2

W

E

OH

E

MW MW

MW

OH

E

OH

E

LOT 125

LOT 126

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

APPROXIMATE LOCATION TOWN LOT 12 APPROXIMATE LOCATION TOWN LOT 6

OH

E

LOT 127

E

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

E

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

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

PROVIDE 18" MIN. SERERATION 23'-12" HDPE @ 0.44% DD-1 2'x2' INLET TG=367.3

20'-12" HDPE @ 0.99%

16+00

APPROXIMATE LOCATION TOWN LOT 7

'-1

14'-12" HDPE @ 1.40%

DC-4 2'x2' INLET TG=364.5

RGE 101

18 5

DD3 2'x2' INLET TG=365.0

E

OH

RGE T167A

365.00

364.70

E

OH

364.80

S00° 55' 15"E 726.83'

APPROXIMATE LOCATION TOWN LOT 14

DD-2 2'x2' INLET TG=367.6

APPROXIMATE LOCATION TOWN LOT 12

OH

360.80

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

RGE T172

7.0

361.35

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

RGE 103 RGE T171

360.75

360.

360.85

17+00

35 6.9 0

DC-1 2'x2' INLET TG=361.5

W

4" PERFORATED UNDER DRAIN, SEE BIO RETENTION DETAIL 364.60

DC-3 END SECTION INV=360.00

LOT 209

W

LOT 208

LOT 207

LOT 206

W

3 358.3

DC END SECTION INV=356.90

LOT 205

DC-10.1 END SECTION INV=368.00

LOT 210

W

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

70'-18" HDPE @ 0.91%

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

LOT 132

69'-8" PVC @ 0.68%

ARROWWOOD TRAIL

Y D

WV

356.06

LOT 131

.69 36 1.2 1

4 359.5

LOT 204

PROVIDE 18" MIN. SERERATION

354.99

151'-24" HDPE @ 1.32%

W

350.82 8" PVC

S RGE T166

OH OH

OH

LOT 203

36 4

W

350.92

S

RIM=362.87

OH OH OH OH

LOT 201

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

SA

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

S-1.5 4' DIA M.H. RIM=365.1 DC-6A 5' DIA M.H. RIM=365.1

ST

SA ST

OH

LOT 202

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

SA

LOT 211

OH

ST

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

ST SA SA ST

SA

OH

SA ST

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

CS

ST

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

358.81

CS CS

CS

S 79

E

PROPOSED 6" SDR-21 STORM LATERAL TYP.

361.00

CS

353.88

S 355.21

ST

LOT 212

E

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

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

0.40%

SA

55'-8

D

358.

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

CS

ST

114'-8" PV C@

D 362.00

264'-24" HDPE @ 0.43%

.85%

20 1.

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%

362.96

362.33 D 358.32 362.23 S 358.27

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

7 35

(PRIVATE 60

06 363.

0 C@ " PV

CS

353.32

D 358.3

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

ST

S 86 363. 14 360.

.52%

SA

E

RIM=364.02

5+00

-18 154'

PE " HD

SA

CS

DP

S

358.23

12" HDPE @ 1.09%

356.20 D RIM=362.14

6 .3

RIM=364.08

D

7+00

6+00

4+00

W

6 3.9 36 .16 0 36

LOT 213

356.01

3+00

W

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

22'-12" HDPE @ 1.00%

2+00

CS

W

WV WV

CS CS

W

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

36" HDPE

0+00

47 7. 35

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

ST SA

CS

.06

1 36

1'-

TG= 361.39

W

P. C. STA 1+38.02

1+00

CS

SA ST

ST SA

00 8+

CS

0.5

LOT 214

D S

9% E 0.7 P D @ CS "H VC 8 1 P 2'8" 11 4'1 ST 1 @

W

ST

60' R.O.W.

8" PVC

W

DC-6.2 2'x2' INLET TG=365.3

SA ST

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

SA ST

18+91

(60.0' WIDE R.O.W.)

W

H

DC-6.1 2'x2' INLET TG=365.3

ST SA CS

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

TERRA VERDE WAY

ST SA

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

4 36

W

65'-12" HDPE @ 1.00%

CS

W

DC-8.2 2'x2' INLET TG=368.2

SA

CS

.59

PROPOSED 8" TEE AND GATE VALVES

WV

W

EXISTING 8" DIP WATER MAIN W W

W

2" BLOW OFF

LOT 222

PROPOSED HYDRANT APRON (SEE DETAIL)

W

TG=361.85

LOT 223

LOT 221

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

PROPOSED 4" SDR-21 SANITARY LATERAL TYP.

ST SA

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

TG=361.67

W

LOT 224

LOT 130

LOT 166

W

LOT 219

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

LOT 218

PROPOSED 6" SDR-21 STORM LATERAL TYP.

CS

SA

ST

SA

CS

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 @ 1.82% 8'-12" HDPE @ 1.00% ST CS

LOT 217

LOT 129

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

ST

10+00

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

7% @ 0.7 DPE 12" H

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

36 6.4

360.76 W

36" HDPE

8" PVC 357.72 357.72

OH

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

INSTALL LATERALS FOR FUCTURE SECTION UNDER PROPOSED ROAD.

ST

SA

LOT 215

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

SA

LOT 135

36 2.7 1

W

S D

361.22

RIM=367.10

359.31

358.83

356.76

352.01 RIM=364.66

OH OH RGE 97/ T165

OH

LOT 128

TG=361.14

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

ST

PROPOSED HYDRANT

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

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

CS

OH

LOT 165

LOT 136

S

OH

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

D

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. # 65.020-01-040.223 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 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

DIRECTOR OF PUBLIC HEALTH

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

LOT LINE

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.

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.

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

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

TOWN DRIVEWAY NOTES

THE CONTRACTOR SHALL LOCATE, MARK, SAFEGUARD AND PRESERVE ALL SURVEY CONTROL MONUMENTS AND RIGHT-OF-WAY MONUMENTS IN THE AREA OF THE SITE CONSTRUCTION, FOR DESCRIPTIVE AND SURVEY DATA PERTAINING TO THE MONUMENTS, CALL THE MONROE COUNTY GEODETIC SURVEY OFFICE. ALL SANITARY SEWERS, STORM SEWERS, WATER MAINS, AND APPURTENANCES, NOT WITHIN A DEDICATED RIGHT-OF-WAY, SHALL BE DEDICATED TO THE PROPER, GOVERNING AGENCY. THE DEDICATION SHALL BE CONDUCTED THROUGH EASEMENTS, WHICH SHALL BE SHOWN AND DESCRIBED AT THE FINAL STAGE OF PLANS.

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.

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.

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).

NOTES

1. 2.

DATE:

LEGEND BY:

ALL CROSSOVER PIPES SHALL BE PERFORATED HDPE.

W

Y

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

DATE

PLANNING BOARD CHAIRPERSON

BY:

DATE

TOWN HIGHWAY SUPERINTENDENT

BY:

DATE

WEBSTER SEWER DISTRICT

BY:

DATE

TOWN ASSESSOR

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

DATE

FIRE MARSHAL

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

ROOF LEADERS SHALL BE CONNECTED TO THE STORM SEWER DRAINAGE SYSTEM VIA A 6" PIPE WITH CLEANOUTS. FOUNDATION DRAINS SHALL BE CONNECTED TO THE STORM SEWER LATERALS VIA A SUMP PUMP. STORM SEWER PIPE MATERIAL OPTIONS ARE AS FOLLOWS: a) POLYVINYL CHLORIDE (P.V.C.) SDR-35. b) CORRUGATED POLYETHYLENE HIGH DENSITY PLASTIC (C.P.P.) ALL STORM PIPE CONNECTIONS TO BE WATER TIGHT.

PROJECT MANAGER

GRAPHIC SCALE 40

( IN FEET ) 1 inch = 40 ft.

160 05

04/02/2024

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

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)

DATE

TOWN ENGINEER

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.

PUBLIC HEALTH ENGINEER

APPROVALS

RK O IE

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

W

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

W

MANHOLES ARE NOT TO CONFLICT WITH DRIVEWAY

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.

STORM SEWER NOTES

SANITARY SEWER STORM SEWER WYE

ROAD CENTERLINE

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.

BY

PLEASE NOTE THE FOLLOWING INFORMATION

H

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

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.

DIRECTOR OF PUBLIC HEALTH

ER

NOTES:

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

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

I NE

GUTTER INLET

LOT LINE

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.

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

NG

PUBLIC HEALTH ENGINEER

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH

E

HYDRANT FLOW TEST DATA

A

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.

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.

C

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.

ST

MATERIAL

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).

M.C.H.D. WATER MAIN NOTES

MI

· ·

GENERAL UTILITY NOTES

D

SANITARY SEWER NOTES

PUBLIC WATER SYSTEM NOTES

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

CS CS

W

10+2 3

WV

12" H DPE

WV WV

GV

H

4 364.1

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

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. 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.

LOT LINE

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'

· ·

SANITARY SEWER STORM SEWER

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

24+00 367.82

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

BY:

TOWN DRIVEWAY NOTES

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.

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.

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:

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

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.

PUBLIC HEALTH ENGINEER

APPROVALS

BY:

ALL CROSSOVER PIPES SHALL BE PERFORATED HDPE.

W

Y

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

DATE

PLANNING BOARD CHAIRPERSON

BY:

DATE

TOWN HIGHWAY SUPERINTENDENT

BY:

DATE

WEBSTER SEWER DISTRICT

BY:

DATE

TOWN ASSESSOR

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

DATE

FIRE MARSHAL

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

BY

NS

TYPICAL LATERAL LAYOUT DETAIL

DIRECTOR OF PUBLIC HEALTH

RK O IE

COPPER WATER SERVICE FROM THE WATERMAIN TO THE CURB BOX.

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

8" MIN. DIA. WATERMAIN

PUBLIC HEALTH ENGINEER

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH

L I CE

NOTE

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

W

STORM SEWER NOTES 1.

MANHOLES ARE NOT TO CONFLICT WITH DRIVEWAY

BY

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. 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.

M.C.H.D. WATER MAIN NOTES

H

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

INSTALLATION

GENERAL UTILITY NOTES

ER

NOTES:

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

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH

I NE

GUTTER INLET

W

28+38

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

NG

ROAD CENTERLINE

E

WYE

PLEASE NOTE THE FOLLOWING INFORMATION

D

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

FUTURE SECTIONS OF BELLA TERRA SUBDIVISION

SANITARY SEWER NOTES

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

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

A

10' MIN.

HYDRANT FLOW TEST DATA

W

CLEAN OUT

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

DIRECTOR OF PUBLIC HEALTH

· ·

HOUSE

FUTURE LOT 302

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

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

W

S

REMAINING LANDS SALT ROAD (ZONED: LMR)

PUBLIC WATER SYSTEM NOTES

LOT LINE

FUTURE LOT 301

RIM=365.03

360.78

D

360.88

LOT 155 LOT 155

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. # 65.020-01-040.223 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'

V WV W

LOT 254

Y D

WV

LOT 258

CS ST

CS

W

SA 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 CS

W

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

24'-12" HDPE @ 0.95%

8+00

W CS

W

NE W AY WIDE R.O.W .)

8" PVC

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

W

6+00

7+00

W W

(60.0'

SISTE

358.00

Y

RIM=367.53

S

TG=366.56

D

CS

25'-12" HDPE @ 0.80%

CS

W

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

W

CS

W

5+00

W

364.55

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

207'-8" P

360.6

R

W

ST

0+00

0.40%

0.37%

'15 "

W

LOT 229 SA

25+00

PE @

∆

55 =1 8 °

0. =1 0 0

0 .2 3

P. C. STA 0+35.91

HDPE @

30" H D

D

=3 3 00' L

367.72

196'-12"

D

CS

17 365.

7 365.2

1+00

368.60

CS

C@ 8" PV 236'-

% 0.40

S 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

CS

365.37

W

CS

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

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

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

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

P. C. STA 4+29.43

WV

363.2

D

CS

SA

W

363.1 6

SA ST

D

26'-12" HDPE @ 0.76%

300'-8" PVC @ 0.40%

DB-15.1 2'x2' INLET TG=373.9

368.02

27+00

RIM=369.01 C @1 .25%

8" PV

CS

363.25 366.52

PE @ 0.40% 152'-24" HD 6'-12" HDPE @ 1.63%

362.50 365.81

CS

APPROXIMATE LOCATION TOWN LOT 12

0.00%

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

0 62.4 S

APPROXIMATE LOCATION TOWN LOT 14

PE @

CS

S

366.42 D

DB-15.2 2'x2' INLET TG=373.9

ST SA CS

366.75

@ 0.40 163'-8" PVC

∆=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

SA ST

Y D

30" H D

364.30

TG= 367.48

WV

Y D

363.1

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

LOT 243

LOT 228

CS

SA ST

363.16

CS

SA ST

CS

SA ST CS

SA

LOT 235 LOT 234

ST SA

SA

ST

H

357.4 0

357.4 7

W

LOT 245

DB-12.1 2'x2' INLET TG=369.5

366.00

8" PV C H

D

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

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

LOT 227

CS

22 8. 36

SA ST

LOT 244

W

LOT 240

110'-24" HDPE @ 0.40%

LOT 246 S

LOT 239

CS

LOT 236

LOT 242

RIM=367.99 RIM=368.23

LOT 237

SA

Y D

LOT 241

LOT 238

SA ST

LOT 233

ST

136'-12" HDPE @ 0.40%

198'-12" HDPE @ 1.01%

205'-12" HDPE @ 0.40%

LOT 247

LOT 248

W

LOT 118

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

CS

C

W

OH

W

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

DB-12A END SECTION INV=368.00

LOT 226

MI

W

365.12

W

368.00

P. C. STA 2+53.61

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

CS

ST SA

23+00 313'-12" HDPE @

ST SA

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

LOT 225

S

ST

G

LOT 117

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

1.94%

CS

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

75'-12" HDPE @ 0.53%

G

TG=365.77

374.00

VC @ 0.4

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

LOD

REMAINING LANDS SALT ROAD (ZONED: LMR) TG=363.26

SF LIMITS OF TOPSOIL PILE TO BE REMOVED

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

LO

D

SF

36 5

SF

369

37 0

DC-10.2 TG=370.4

GARAGE ELEV. =371.5

X

E

LOD

367

LOD

E

LOD

E

LOD

E

D LO

LOD

E

LOD

16+00

LOD

E

2 37

0 37

SF

APPROXIMATE LOCATION TOWN LOT 12 APPROXIMATE LOCATION TOWN LOT 6

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

LOD

APPROXIMATE LOCATION TOWN LOT 7

DD-2 TG=367.6 E

SF

LOD

WOODS

DD3 END SECTION INV=365.00

DD END SECTION INV=364.30

E

SF

LOD

RIP RAP OUTLET PROTECTION TYP.

SILT FENCE TYP.

DC-4 TG=364.5

DC-3 END SECTION INV=360.00

D

SF

LO

SF

371

SF 369

X

SF

371

X

DC-1 TG=361.5

361 362

WOODS

364

36 8

36 7

CHECK DAMS TYP.

X

SF

371

369

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

TEMPORARY TOPSOIL STOCKPILE

369

X

360

SF

371 368

7 5 36

363

370

LO

D

SF LO D

SF

0 36

LO

36 1

ARROWWOOD TRAIL

SF

359

SF

SF D LO

SF

LOD LOD 2 36

SF

LO D

LO

SF

357 358

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

LOD

S

LOD

D 36

365

E

LOD

D

SF

364

X

SF

E

359

362

361

360

SF

X

DC END SECTION INV=356.90

S00° 55' 15"E 726.83'

APPROXIMATE LOCATION TOWN LOT 14

357 358

LOD

357 358

SF

358 357

6 35

366

DD-1 TG=367.3

17+00

359

LOD

365

37 0

LOD

D

359

TOP OF BANK 362.70 SPILLWAY INV. 362.00

366

367

E

SF

TOP OF BANK 366.50 SPILLWAY INV. 365.50

LOD

LO

LOD

SF

360

DC-5 END SECTION INV=359.00 364 363

SILT FENCE SURROUNDING PROPOSED BIO-RETENTION BASIN

E

LOD

SF

EDGE OF BRUSH / HEDGEROW

367

D

360

LO

361

362

SF

LOT 132

EDGE OF BRUSH / HEDGEROW

SF

36361 1

LOT 131

SF

362

363

LOT 208

LOT 207

LO

LOT 206

D

SF

LOT 201

LOT 209

LOD

SF 36 2

SF

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

LOT 210

LO D

LOT 205

LOT 133

1 37

LOT 204

GARAGE ELEV. =367.3

SF

LOT 203

GARAGE ELEV. =367.3

GARAGE ELEV. =368.3

370

GARAGE ELEV. =366.3

18+00

GARAGE ELEV. =366.3

GARAGE ELEV. =370.5

X X

X

362

DC-10.1 END SECTION INV=368.00

X

GARAGE ELEV. =370.5

GARAGE ELEV. =368.3

E

7 36

DC-8 RIM=368.4

E

8 36

E

S-1.6 RIM=366.1

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

E

6 36

D

LO

LOT 202

363

S

370

LOT 211

S-1.8 RIM=368.5

D LO

D

GARAGE ELEV. =364.3

S

D

LO

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

D

S

LO

S

GARAGE ELEV. =364.3

D

DC-6 RIM=365.8

GARAGE ELEV. =371.5

373

363

DA-5.2 RIM=364.2

SF

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

D

X

D

X

D LO

D

(PRIVATE 60

LOT 212

LO

D

S

X

RIM=364.02

DC-6.1 TG=365.3

RIM=364.08

X

363

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

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

4+00

X

D RIM=362.14

D

X

3+00

X

S

LO

2+00

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

DC-8.1 TG=368.2

5+00

GARAGE ELEV. =371.5

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

LO D

6+00

X X

TG= 3 361.39 62

X

18+91

0+00 X

36 1

X

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

X

DC-6.2 TG=365.3

371

S

7+00

X

P. C. STA 1+38.02

D X

X

LOD

1+00

60' R.O.W.

(60.0' WIDE R.O.W.)

LOD

362

DC-8.2 TG=368.2

368

D

TERRA VERDE WAY

367 INLET PROTECTION TYP.

SF

STABILIZED CONSTRUCTION ENTRANCE

SF

X

LOD

TERRA VERDE WAY

LO

X X

LOD

X

TG=361.85

SF

X X

D LO

LOT 213

TG=361.67

X

GARAGE ELEV. =372.5

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

00 8+

LO D

369

LOT 214

DC10.1 TG=370.4

D S

370

368

LOT 166

X

GARAGE ELEV. =368.1

D

2 37

GARAGE ELEV. =365.8

GARAGE ELEV. =369.3

GARAGE ELEV. =372.5

X

SF

GARAGE ELEV. =365.8

GARAGE ELEV. =369.3

GARAGE ELEV. =370.5

X

LOT 222

362

X

LOT 223

LOT 221

371

LOT 218

LOT 219

LOT 220

X

D

LO

X

LOT 217

LOT 224

LOT 130

X

SF

D

D LO

LO

LOD

LOT 216

S

36 9

368

367

GARAGE ELEV. =371.5

LO

LO D

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

10+00

RIM=362.87

372

368

LOD

364

363

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

372

E

RIM=362.87

367

E

D

LOT 215

363

LOT 129

LOT 135

S-1.11 RIM=372.1

371

LO D

LO

L

366

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

D

L

365

LOD

371

D

S

SF

LOD

LOT 128

1 37

LO

DC-11 RIM=372.1

9 36

SILT FENCE TYP. OD

OD

LOT 165

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

LOD

D

365

LOT 136

D

366

D LO

LO 366

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

LOD

LO

8 36

SF

3 36

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

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

10+96

SF

LOT 164

D

LOD

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

SF

LOT 137

366

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

LO

D LO

LIMITS OF DISTURBANCE SECTION 2 A 10.78 ACRES

LOT 127

BELLA TERRA SECTION 1

367

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

370

LOD

SF

LOT 163

LO D

D

LO

SF

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

LOT 138

SF

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

LOD

S

TG=363.95

SF

D

4 36

SF

RIM=364.18

.) (60.0' WIDE R.O.W

TG=363.65

EDGE OF BRUSH / HEDGEROW

N/F 800 PHILLIPS ROAD LLC T.A. # 65.020-01-040.223 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

LOD

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

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

LOT 123

LOT 122

LOT 121

LOT 120

T

R.O RAIL .W. )

OD

IDE

ARR

TOWN OF WEBSTER OPEN SPACE

0' 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

APPROXIMATE LOCATION TOWN LOT 12

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

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

O (60. WWO

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

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

APPROXIMATE LOCATION TOWN LOT 14

15+71

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

SECTION VIEW

EXISTING PAVEMENT

ELEV=A (C+1.5' MIN.)

CONSTRUCTION SPECIFICATIONS AND NOTES 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.

WIDTH

2% MIN. SLOPE 1 FILTER FABRIC

1 1

SECTION B-B

RIGHT-OF-WAY LINE

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.

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 CONSTRUCTION NOTES:

MANHOLE (SEE PLAN VIEW FOR INVERTS)

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.

1' MIN.

347

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

2. 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.

DATE

PLANNING BOARD CHAIRPERSON

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

BY:

DATE

TOWN HIGHWAY SUPERINTENDENT

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 BY: WEBSTER SEWER DISTRICT 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.

DATE:

BY:

DATE

TOWN ASSESSOR

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

MAXIMUN DRAINAGE AREA 1 ACRE

BY:

FILTER FABRIC DROP INLET PROTECTION DETAIL

DATE

FIRE MARSHAL

PROJECT MANAGER

( IN FEET ) 1 inch = 40 ft.

160

04/02/2024

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.

PR

0 9 6 1 84

OFE

AL S S I ON

Civil Engineering

DRAWN BY

ER

C

HA

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

TE EL O R I T Y

NG

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

E

360.5

24" MAX @ CENTER

347

H

361.0

347

RK O IE

366.0

8" MINIMUM

L I CE

LOT 205 - 208

C

4'MIN.

CONSTRUCTION SPECIFICATIONS

347

NOT TO SCALE

NOTE

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

B (T.G.)

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.

A

DATE

TOWN ENGINEER

GATHER EXCESS AT CORNERS

F.F.=348.5

CONSTRUCTION SPECIFICATIONS

BIO RETENTION AREA

TRAPEZOIDAL CROSS-SECTION

EX. PAVE.

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.

2 4

FILTER FABRIC

TYPICAL PROFILE

1 2

10' MIN

PLAN VIEW

PERFORATED PIPE IN GRAVEL (SEE UTILITY PLAN)

BY:

HEIGHT OF FILTER = 16" MINIMUM

SEE NOTE 2

CUTOFF TRENCH DESIGN BOTTOM

B

346

A

VARIES

SECTION A-A 2'

VARIES SEE NOTE 4

ELEV=C

347

1.5' MIN.

C/L

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

347

FILTER FABRIC

APPROVALS

TO CENTER)

C

FREEBOARD

5' MAX. (CENTER

ST

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

MI

TYPICAL SECTION

A

345

346

20" MIN.

FILTER CLOTH

PROFILE

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

346

16" MIN.

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)

O W

ELEV=C

PLANTING SOIL (DEPTH VARIES)

REFER TO GOVERNING AGENCY FOR INLET SPECIFICATIONS

TEMP. SEDIMENTATION BUILDUP. CONTRACTOR SHALL REMOVE AS NECESSARY

FL

ELEV=B=T.G.

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

W

FL O

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

LOD

SHALL

N

LOD

SALT ROAD

LOT 121

LOD LOD

380

LOD

379

LOD LOD

378 376

LOD

377

LOD

375 LOD

LOD

374

376

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

381

377 LOD

374 LOD

LOD

371 372

SILT FENCE TYP.

9 370

SF

27+00

LOD

REMAINING LANDS 83.213 ACRES FUTURE BELLA TERRA SUBDIVISION

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

379 SF

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

372

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

LOD

CHECK DAMS TYP.

28+00

SF

LOD

SF

SF LOD

S CONC. HEADWALL

364

SF

SF LOD 36 6

LOD SF

FUTURE LOT 302

S-12.1 RIM=371.5

D

SF S

SFLOD

3 36

DB-15A RIM=371.5

373

SF LOD

365

364

378

375 LOD

LOSF D

SF LOD

APPROXIMATE LOCATION TOWN LOT 12

APPROXIMATE LOCATION TOWN LOT 14

EDGE OF BRUSH / HEDGEROW

SFLOD

4 36

WOODS

377

375

8 36

370

D RIM=365.87

SFLOD

SF

5 36

RIM=365.16

SFLOD

365

366

TG=364.26

367

SF LOD

LOD

SF

LIMITS OF TOPSOIL PILE

SFLOD

369

SF LOD

LOD

SF OD L

366

367

LOD

366

TG=364.21

371

S

371

RIM=366.03 RIM=365.71

D

SF

368

LOT 120

LOT 154

SF OD L

367

368

SF LOD

SF D LO

370

369

37 4

370

369

LOD

FUTURE LOT 301 375

LOD

371

368

371

LOD

SF

LOD

(60.0'

SISTE

372

LOT 254

LOT 251

LOD

D LO

369

369 368

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 369

LOT 250

LIMITS OF TOPSOIL PILE

GARAGE ELEV. = 379.2

376

GV

SF

367

GARAGE GARAGE ELEV. = 369.9ELEV. = 369.9

LOT 249

LOT 253

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

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

LOT 153

370

.2 AGE GARV. = 371 E EL

AGE .2 GARV. = 371 E EL

367

LOT 260

LOT 255 370

TG=366.56

LOT 119

GARAGE ELEV. = 372.9

LOD

LOT 259

5 37

DB-10.2 TG=369.20

SF

LOT 258

LOT 257

LOT 256

GARAGE ELEV. = 372.9

LOD

X

GARA ELEV GE . = 37 6.2

SF

8+00 X

SF

GE GARA. = 371.2 ELEV

GE GARA. = 371.2 V ELE

GARAGE ELEV. = 372.2

371

LOD

D

H.P. STA 6+67.10 ELE 370.65

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

NE W AY WIDE R.O.W .)

7+00

378

LOD

S

370

X

RIM=367.53

6+00

X

LO D

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

372

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

LOT 229

4 37

DB-10.1 TG=370.25

9+00

STABILIZED CONSTRUCTION ENTRANCE

X

D

LOT 228

∆=2°25'01" R=2100.00' L=88.58' CHD=N80°17'53"W LOT 230 88.58'

X

TG=367.29

0+00

DB-14.2 TG=370.90

372.45

D X X

DB-15 RIM=374.1

X

RIM=369.56

10+00

X X

LOT 151

X

5+00

X

LOD

X X

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

RIM=369.71

P. C. STA 0+35.91

S

X

368.20

10+2

S

368

1+00

X

REMAINING LANDS SALT ROAD (ZONED: LMR)

S-12 RIM=374.5

D

373 N10° 10' 53"E 3 5.9

26+00

LOD

370

∆

R

N00° 46' 41"E 174.25'

2+00

3+00

X

P. C. STA 5+69.11

'15 "

' C

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

P. C. STA 4+29.43

P. T. STA 0+64.63

TG=370.90

D

X

55 =1 8 °

0 .0 =1 0 0

0 .2 3 L =3 3

P. C. STA 2+38.88 DB-14.1

X

SF LOD

X

X X

D

S-9 RIM=370.6

D X

DB-12 RIM=369.8

DB-11 RIM=370.5

D

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

X X

X

∆=9°24'13" 374R=175.00' L=28.72' 3 3 CHD=N05°28'47"E 28.69'

S X

RIM=368.23

DB-14 RIM=371.2 X

INLET PROTECTION TYP.

X X

LOT 245

LOT 246

GARAGE ELEV. = 371.1

LOT 243

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

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

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

LOT 227

378

S-11 RIM=371.4

372

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

X

LOT 244

3 37

GARAGE ELEV. = 369.9

GARAGE ELEV. = 371.2

GARAGE ELEV. = 373.1

LOD

GARAGE ELEV. = 369.9

RIM=367.99

GARAGE ELEV. = 371.2

GARAGE ELEV. = 373.1

GARAGE ELEV. = 372.2

GARAGE ELEV. = 372.2 37

SF

LOT 247

LOT 248

LOT 239

LOT 240

370

LOT 234

376

LOD

SF LOD

369

LOT 235

LOT 236

377

LOD

LOT 233

GARAGE GARAGE ELEV. = 378.1 ELEV. = 378.1

3 37

X

370

LOT 237

LOT 238

LOT 242

LOT 226

X X

LOT 241

379

378

LOT 118

LOT 225

X

23+00

LOD

SF SF

GARAGE ELEV. = 379.5

4 37

X

SF

0 37

25+00

LOD LOD

X

371

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

380

381

378

24+00

37 0

LOD

369

DB-14A TG=369.9

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

S

379

X

H.P. 370.5

S-13 RIM=379.4

5 37

X X

P. C. STA 2+53.61

380

Hs 18

6 37

H.P. 373.0

9 36

X

9 37

377

LOD

378

372

X

GARAGE ELEV. = 381.2

LOD

375

LOT 232

Sm 4

GARAGE ELEV. = 381.2

LOD

SF

37 4

373

D

380

LOD

GARAGE ELEV. = 379.5

LOD

SF

369

377

378 X

22+00 S88° 19' 06"W 253.61'

372

DB-12A END SECTION INV=368.00

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

1 37

LOD

369

LOD

RGE 91

LOD

LOT 231

375

Cf 8

GARAGE ELEV. = 379.2

G

RIM=366.72

379

Lt 1

Aa 3

Hs 18

Lt 1

Cf 8 DB-16.1 TG=377.00

379

G

D

Cf 8

378

SF

368 X

Pm Pm 5 3

Lt 1

Aa 3

371

Aa 3

INLET PROTECTION TYP.

X

TG=365.77

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

LOD

Pm 3

370

X

SILT FENCE TYP.

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

LOD

Pm 3

TEMPORARY TOPSOIL STOCKPILE

X

LOD

SF

Pm 5

Lt 1

369

X

377

Wa 17

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

DB-16 RIM=379.3

LOD

G

37 LOD

SF

TG=365.38

371

Aa 3

375

Pm 3

374

372

374

D

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

RIM=370.02

Hs 17

5 37

37 4

Hs 17 Bx RIM=378.18 5 LO

G

369 37 3

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

C/L

PROFILE

346

A

FREEBOARD

EXISTING PAVEMENT

346

10' MIN

1 2

2 4

10' MIN

2 4'MIN.

1 FILTER FABRIC

1 1

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.

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

347

3. 4. 5.

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

PERSPECTIVE VIEW CONSTRUCTION NOTES:

MANHOLE (SEE PLAN VIEW FOR INVERTS)

CONSTRUCTION SPECIFICATIONS 1.

DATE

TOWN ENGINEER

GATHER EXCESS AT CORNERS

8" MINIMUM

347

18"

EX. PAVE.

347

24" MAX @ CENTER

BY:

HEIGHT OF FILTER = 16" MINIMUM

CONSTRUCTION SPECIFICATIONS

2% MIN. SLOPE

CONSTRUCTION SPECIFICATIONS

CONSTRUCTION SPECIFICATIONS AND NOTES

346

347

WIDTH

TRAPEZOIDAL CROSS-SECTION

347

F.F.=348.5

APPROVALS

TO CENTER)

SEE NOTE 2

CUTOFF TRENCH DESIGN BOTTOM

B

BURIED FABRIC FRAME

1.5' MIN.

SECTION A-A

DROP INLET WITH GATE 5' MAX. (CENTER

347

FILTER FABRIC

345

346 20' WIDE UTILITY EASEMENT

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

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)

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

2. 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.

DATE

PLANNING BOARD CHAIRPERSON

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

O W

PROP. GUTTER AND CATCH BASIN

3' MIN.

BY:

DATE

TOWN HIGHWAY SUPERINTENDENT

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

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

DATE:

BY:

DATE

TOWN ASSESSOR

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

MAXIMUN DRAINAGE AREA 1 ACRE

BY:

FILTER FABRIC DROP INLET PROTECTION DETAIL

DATE

FIRE MARSHAL

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 (18" FROM DC-10)=363.96 INV. OUT (18" TO DC-8)=363.86

70'-18" HDPE @ 0.91%

370 0.78%

88'-12" HDPE @ 0.46%

185'-18" HD

65'-12" HDPE @ 1.00%

365

PE @ 0.92%

112'-18" HDPE @ 0.5

154'-18" HDPE @ 0.5

1.32%

365 177'-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)=361.00

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

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 (18" 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

DC-10: 5' DIA. M.H. STA. 9+02 RIM=371.0 INV. IN (18" FROM DC-11)=364.69 INV. IN (12" FROM DC-10.1)=365.57 INV. IN (12" FROM DC10.1)=367.43 INV. OUT (18" TO DC-9)=364.59

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

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%

0.49%

0.17%

0.35%

0.82%

-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%

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

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

355 28+38

28+00

27+00

26+00

25+00

24+00

23+00

22+00

360

355 20+00

21+00

UTILITY POLE APPROXIMATLY 14.5 ' NORTH OF PROPOSE SEWER.

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

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

PVI STA

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

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

380

375

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

EXISTING RG&E EASEMENT.

370

375

EXISTING GRADE

-0.64%

370

0.67%

365

-0.69%

126'-30" HDPE @ 0.40%

365

299'-18" HDPE @ 0.40%

152'-24" HDPE @ 0.40%

110'-24" HDPE @ 0.40%

+/- 9' EXCAVATION

360

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

+/- 8' EXCAVATION ADJACENT TO EXISTING UTILITY POLE

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

7.1' TO BOTTOM OF EXCAVATION

207'-8" PVC @ 0.40%

APPROXIMATE LOCATION OF BURIED ELECTRIC

365

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

4.6' TO TOP OF SEWER

370

365

360 163'-8" PVC @ 0.40%

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 ENGINEER

BY:

DATE

PLANNING BOARD CHAIRPERSON

350 0+00

1+00

BY:

DATE

TOWN HIGHWAY SUPERINTENDENT

BELLORA WAY PROFILE SCALE

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

DATE

WEBSTER SEWER DISTRICT

BY:

DATE

TOWN ASSESSOR

BY:

DATE

FIRE MARSHAL

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

RG&E CROSSING PROFILE SCALE: HORIZ. 1"=50' VERT. 1"=5'

355

NG

8+00

355 1+77

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")

1+00

A

350 10+23 10+00

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

355 0+00

C

355

APPROVALS

ST

153'-8" PVC @ 0.40%

260'-8" PVC @ 1.23%

360

MI

360

+/- 6' EXCAVATION

48'-30" HDPE @ 0.36%

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)

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

TRENCH & CULVERT EXCAVATION

27-1/2"

PLAN VIEW

I.D.

PIPE DIA.

DIM. "A"

UP TO 18"

12"

18" TO 36"

18"

OVER 36"

24"

"A"

SEE NOTE 3

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

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

SECTION VIEW

COUNTY ROAD

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.

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"

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.

EXISTING UNDERDRAIN TO REMAIN 6" TYPE 2 CRUSHED STONE SUBBASE 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.

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.

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. 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:

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

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

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

SECTION VIEW

6" 6"

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

1'-0"

CAPPED END

EXPANSION JOINT (TYP.) 6"

1-1/2"

SUBBASE TYPE 2 (2 - 6" LIFTS)

R=30' SEE NOTE 3 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"

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.

APPROVALS

BY:

DATE

TOWN ENGINEER

BY:

DATE

PLANNING BOARD CHAIRPERSON

BY:

DATE

TOWN HIGHWAY SUPERINTENDENT

CONCRETE WASHOUT DETAIL NOT TO SCALE BY:

DATE

WEBSTER SEWER DISTRICT

BY:

DATE

TOWN ASSESSOR

BY:

DATE

FIRE MARSHAL

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 ROCHESTER, NEW YORK

VERTICAL DOWN THRUST BLOCKS

SEPT 2016 DATE

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. = 362.0

BOTTOM OF GRATE ELEV. = 361.5

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)

6" DIA. ORIFICE INV.=358.0

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. = 361.77 10 YR. STORM ELEV. = 359.72 2 YR. STORM ELEV. = 358.63 1 YR. STORM ELEV. = 358.27

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

APPROVALS

BY:

DATE

TOWN ENGINEER

BY:

DATE

PLANNING BOARD CHAIRPERSON

BY:

DATE

TOWN HIGHWAY SUPERINTENDENT

BY:

DATE

WEBSTER SEWER DISTRICT

BY:

DATE

TOWN ASSESSOR

BY:

DATE

FIRE MARSHAL

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

04/02/2024

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