450011 Bella Terra Section 2 Final Plans

60'

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

WALL

SECTION 2B

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

LOT 125

THE MEADOWS

SECTION 1 FUTURE SECTION

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

ROAD

SECTION 2A

ROAD

PROJECT LOCATION

LOT 126

NORTH

N

LOT 161

N SALT

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

ROAD

FUTURE SECTIONS OF BELLA TERRA

ROAD

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

GRID

LOT 160

SCHLEGEL

MEADOWS 2

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

SHALLOW CREEK TRAIL

PHILLIPS

(60.0' WIDE R.O.W.)

WEBSTER

Y DE WA R E V TERRA R.O.W.

RIGH

800 PHILLIPS ROAD

CARBELLA COURT

SCHLEGEL ROAD SCHOOL ENTRANCE

TOWN OF WEBSTER

STREET

.50'

REMAINING LANDS SALT ROAD (ZONED: LMR) N/F 800 PHILLIPS ROAD LLC 1558 SISTINE WAY T.A. # 065.02-4-63

30.

E

" 52

W ' 55" ° 46 S66 6.87' 26

3.8

S

N03° 46' 38"W 208.26'

S79° 08' 27"W 22.70'

49' . 3 6

30"W S79° 29' 270.53'

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

° 35

7.4 13

∆=7°56'43" R=370.00' L=51.31' CHD=N52°36'37"W 51.27'

156.78' N86° 19' 14"W

146.35' N88° 19' 43"E 146.35'

S87° 06' 36"W 148.22'

S85° 11' 32"W 181.06'

LOCATION SKETCH ' 29 "W

NOT TO SCALE

302

2"W

12 0.0

0' S88° 56' 38"W 32.23' PROPOSED TEMPORARY TURN AROUND EASEMENT TO THE TOWN OF WEBSTER

N3

3°

25'

4' 58 "

°3

10+00

S5 6

S85° 11' 32"W 217.86'

S85° 11' 32"W 254.66'

.0' 30

22.70'

130.27'

.76'

.16'

02" E LOT 215 ∆=12°42'35" 60. N/F 00' ' .99 19' 77 13,550 SQ.FT. 80. W 24" 53' ROW 2° R=370.00' L=82.08' N0 800 PHILLIPS ROAD LLC 1554 SISTINE WAY 0.311 AC. CHD=N42°16'58"W MONUMENT 74.05' T.A. # 065.02-4-65 PROPOSED WATERMAIN 81.91' EASEMENT TO MONROE LOT 165 6.15' LOT 216 COUNTY WATER AUTHORITY 13,904 SQ.FT. ∆=7°40'24" 9' S87° 06' 36"W 0 . N/F 0.319 AC. R=430.00' L=57.59' 52.38' 23 800 PHILLIPS ROAD LLC 3 CHD=S52°44'46"E 1553 SISTINE WAY ' T.A. # 065.02-4-29 "E 28 57.55' . ' 3 9 LOT 217 4 5 ' 4 ∆=12°42'35" LOT 129 7 1 3 14,055 SQ.FT. E 2. °4 R=370.00' L=82.08' 0 00 3 " 5 + 3 LOT 218 4 3 9 0.323 AC. CHD=N29°34'23"W 1' LOT 219 LOT 220 =S E °4 " 15,495 SQ.FT. D 0 81.91' 1 H 3 12,566 SQ.FT. 14,884 SQ.FT. '0 N/F LOT 214 0.356 AC. 'C =S LOT 221 2 5 D 800 PHILLIPS ROAD LLC 0.288 AC. LOT 224 ∆=7°40'24" 0.342 AC. 2 LOT 223 H LOT 222 .3 23,244 SQ.FT. ° 10,301 SQ.FT. ∆=12°42'35" C 4 T.A. # 065.02-4-30 3 10,704 SQ.FT. R=430.00' L=57.59' 6' 32 0.534 AC. 15,535 SQ.FT. 0.236 AC. =3 R=370.00' L=82.08' 18,703 SQ.FT. .4 S LOT 130 L 1 N/F = ' 6 0.246 AC. CHD=S45°04'21"E ∆=4°48'58" 0 3 ∆=5°42'01" 0.356 AC. 800 PHILLIPS ROAD LLC = ' 0.429 AC. CHD=N16°51'47"W .0 HD 'L T.A. # 065.02-4-66 57.55' R=1530.00' 70 C ' .89 57"W 0 R=370.00' L=36.81' 3 ∆=0°27'21" 5 0 81.91' 0 ' = 3 3' 5 R 0. LOT 213 8 . L=128.61' 1 " 0 4 CHD=N07°39'29"W 9 LOT 166 2 . ∆=9°59'09" R=1530.00' 2 35' FRONT =4 18 ' ° 3 21,110 SQ.FT. 6 R ∆=1°36'12" 1 CHD=N02°18'50"E ∆=1°55'04" 00 36.80' 45 9" ∆=4°57'58" 1°4 SETBACK R=1970.00' 36 E L=12.17' 8+ 5 2 " N = ' = 0.485 AC. ∆ R=1970.00' 6 4 128.57' R=1970.00' 4 TYP. 'L R=1970.00' L=343.34' CHD=S04°57'00"W '5 ∆=7°40'24" 5 1° 0 3 = L=55.13' ∆ L=65.94' .0 3 34.72' L=170.75' CHD=S00°11'06"W 12.17' R=430.00' L=57.59' 30 6° 63.00' CHD=S02°52'40"W 4 CHD=N03°50'56"W 4 = CHD=N00°24'25"W 342.91' S 1' CHD=S37°23'57"E 63.0 STA 6+18.05 TERRA VERDE WAY EQUALS 0.73' 55.13' "R 65.94' 4 N04° 48' 28"W 16 STA 18+90.52 ARROWWOOD TRAIL 170.70' 5 ∆=5°16'19" 57.55' ' 25 7+00 ° P. C. STA 1+38.02 ∆=7°40'24" R=1530.00' ∆=0°56'13" 8 ∆ = 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 6+47.32 P. T. STA 4+86.59 ∆ =4 R=430.00' L=57.59' L=140.78' R=1470.00' EASEMENT TO BE ABANDONED 00 0+00 6+ LOT 212 CHD=S29°43'33"E 3' CHD=N02°32'31"E1+00 0.7 L=24.04' IN THE RIGHT OF WAY N04° 48' 28"W 16 5+00 21,971 SQ.FT. ∆=5°16'19" 57.55' 140.73' CHD=N00°33'45"W ∆=82°44'41" 2+00 ∆=7°40'24" WAY E D 4+00 R E 0.504 AC. V 3+00 A R=1470.00' R ∆=5°16'19" R=1500.00' R 24.04' R=30.00' L=43.33' TE ∆=93°54'44" R=430.00' L=57.59' .W.) L=138.02' ∆ = 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 ' L=135.26' (60.0' WIDE R.O R=30.00' L=49.17'CHD=N49°31'24"W CHD=S22°03'08"E CHD=N02°32'31"E LOT 211 CHD=N02°32'31"E 39.66' ROW CHD=N42°08'54"E 57.55' 34.55' 137.97' S01° 01' 51"E ∆=10°03'53" 2' .2 22,427 SQ.FT. 67 MONUMENT 135.21' "W 28 ' N04° 48 43.85' R=430.00' L=75.53' ROW ∆=0°56'13" 0.515 AC. ∆ = 9 ° 5 9 ' 0 9 " R = 2 0 3 0 . 0 0 ' L = 3 5 3 .8 0 ' C H D = S 0 0 ° 1 1 ' 0 6 " W 3 5 3 . 3 5 ' MONUMENT CHD=S13°11'00"E R=1470.00' ∆=3°06'19" 35' FRONT 75.44' L=24.04' ∆=1°46'42" ∆=82°44'41" R=1470.00' ∆=1°21'48" ∆=1°46'44" SETBACK CHD=N00°33'45"W R=2030.00' R=30.00' L=43.33' TYP. L=79.67' R=2030.00' R=2030.00' ∆=1°46'45" 24.04' L=63.00' CHD=N49°31'24"W CHD=S02°17'44"W ∆=1°19'47" L=48.30' L=63.03' R=2030.00' CHD=N00°46'36"W S01° 01' 51"E 34.55' 39.66' 79.66' R=1470.00' CHD=S04°07'35"E CHD=S02°33'19"E L=63.04' ∆=0°50'13" 63.00' S04° 48' 28"E 52.41' L=34.11' 48.30' 63.03' CHD=S01°00'08"W R=1470.00' ∆=0°33'53" LOT 210 CHD=S04°30'47"W 63.04' L=21.48' R=2030.00' 18,317 SQ.FT. 34.11' S04° 48' 28"E 14.81' CHD=N00°19'28"E L=20.00' ∆=3°17'10" LOT 209 LOT 202 0.421 AC. 21.47' 28,300 SQ.FT. ' R=2030.00' CHD=S00°06'45"W 16,194 SQ.FT. 9 30 .2 .0 0.650 AC. L=116.43' 20.00' LOT 208 0.372 AC. ' ' 07 9 2 N/F LOT 207 LOT 205 7 LOT 201 LOT 203 LOT 206 CHD=S03°32'05"W . 16,198 SQ.FT. 800 PHILLIPS ROAD LLC LOT 204 2 "E 11,968 SQ.FT. 535 TERRA VERDE WAY 11,741 SQ.FT. 11,793 SQ.FT. 116.41' 17 54 0.372 AC. 16,490 SQ.FT. 29,138 SQ.FT. ' 11,813 SQ.FT. T.A. # 065.02-4-31 E 0.275 AC. 3 " 3 0.270 AC. 4 0.271 AC. 0.378 AC. 0.669 AC. 0.271 AC. LOT 131 6° '5 LOT 128

297

° 23

S3

3°

PROPOSED DRAINAGE EASEMENT TO THE TOWN OF WEBSTER

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

LOT 164

3 5°

97' . 2 7

S20

' 29

90 .00

S3

° 23

E

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

E

S20

10+96

9' 8.3 23 W ' 5" 9 ' 4 8.3 21 23

5 4'

N3

' .09 240 6' W 72.9 51"

1° S4

5°

7.0

05'

32.88'

W 20" 04' 9' 4° S5 257.1

BELLA TERRA SECTION 1

68'

ORCHARD .87' 44"E 292 S07° 15'

E

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

18.14'

"W 99 N07° 38' 45 25.76' 22.72'

4' 58 "

LOT 163

LOT 127

44 S07° 15'

°3

.) (60.0' WIDE R.O.W

LOT 162

' "E 307.82

N 1181475.01 E 813836.94 GRID

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

S5 6

T CARBELLA COUR

ROAD

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

S3

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

3°

25' 0 323 2"W .45 323 ' .45

REMAINING LANDS SALT ROAD (ZONED: LMR)

35.0'

W

W 1"

W 7" '2 05 8' 1° 4.1 S4 32

9°

S88° 56' 38"W 113.58' 113.58'

53 8.

1. 21

8"W '3 03 ' 9° .38 S4 231

ZONING

"LMR" LOW-MEDIUM RESIDENTIAL DISTRICT

TAX MAP NUMBER

065.002-01-04.220

PROJECT BULK DATA - TOWNHOUSES

APPROXIMATE LOCATION TOWN LOT 12

TRA

(60.0' WIDE R.O.W.)

IDE

0' W

FUTURE SECTIONS MEADOWS TWO SUBDIVISION 4.

a. MINIMUM BUFFER (NON-RESIDENTIAL)

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

WO OD

TOWN OF WEBSTER OPEN SPACE

)

IL

LOT 120

MEADOWS TWO SUBDIVISION

SITE DATA

REMAINING LANDS SALT ROAD (ZONED: LMR)

APPROXIMATE LOCATION TOWN LOT 14

LOT 121

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

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

.W.

LOT 122

LOT 123

N 1180992.89 E 813428.46 GRID

APPROXIMATE LOCATION TOWN LOT 6

R.O

LOT 125

N01° 03' 22"W 145.87'

S88° 56' 38"W 125.79' 125.79'

ARROWWOOD TRAIL

W 15" 26' 0' 6° S5 319.2

S89° 04' 45"W 90.06'

16+00

LOT 127

133.37'

APPROXIMATE LOCATION TOWN LOT 12

15+71

LOT 124

12.50'

N40° 55' 59"W 20.00'

"W ' 39 ° 06 S64 65.91' 2

N00° 53' 44"W 20.00'

S00° 55' 15"E 60.00'

LOT 126

PROPOSED DRAINAGE & STORM SEWER EASEMENT TO THE TOWN OF WEBSTER

23.19'

110.35'

97.32' S00° 55' 15"E

168.61'

60.00' N00° 55' 15"W

S89° 04' 45"W 90.06'

PROPOSED BIO RETENTION BASIN

PROPOSED DRAINAGE & STORM SEWER EASEMENT TO THE TOWN OF WEBSTER

S89° 06' 16"W 20.00'

S00° 55' 25"E 283.25'

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

4"W 47' 0 S71° .74' 230

63.00'

63.00' S00° 55' 15"E 1105.34'

N00° 53' 44"W 20.00'

17+00

60.12' N89° 06' 16"E

84.25'

S89° 06' 16"W 174.54' S89° 06' 16"W 174.54'

18+00

N89° 06' 16"E 165.58' S89° 06' 16"W 165.57'

N 1182241.57 E 813282.27 GRID

63.00'

150.02'

79.54'

191.97' S89° 04' 45"W

PROPOSED STORMWATER & STORM SEWER EASEMENT TO THE TOWN OF WEBSTER

S89° 06' 16"W 319.94'

35.0'

188.26' S89° 04' 45"W

S00° 55' 14"E 263.28'

186.46' S89° 04' 45"W

80.06'

186.62' S89° 04' 45"W

.97' E 129 1' 27"

188.74' S89° 04' 45"W

PROPOSED DRAINAGE EASEMENT TO THE TOWN OF WEBSTER

0' 114.8

S89° 04' 45"W 30.40'

5 S11°

S4

201.01' S89° 04' 45"W

E 1' 27" S11° 5

S

° 46

S89° 04' 45"W 126.33'

S89° 04' 45"W 186.83'

LOT 132

205.48' S89° 04' 45"W

206.03' N89° 04' 45"E 206.03'

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

S4

18+91

60' R.O.W.

60.00' N89° 54' 21"E 60.00'

TERRA VERDE WAY

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.

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.

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

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.

PROPOSED LOT LINE

PROPOSED CONCRETE CURB

BY:

DATE

PLANNING BOARD CHAIRPERSON

BY:

DATE

TOWN HIGHWAY SUPERINTENDENT

EXIST. EDGE OF PAVEMENT EXISTING UTILITY POLE, GUY ANCHOR & POLE W/LIGHT

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. 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.

Monroe County Surveyors Office

BY

PUBLIC HEALTH ENGINEER

DATE

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

T

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.

160

( IN FEET ) 1 inch = 40 ft. NO.

DATE

REVISION

BY

CHKD.

APVLS.

EL

HI

C

TITLE OF PROJECT

W.T.A.

OF NEW Y E T.

Civil Engineering

DRAWN BY

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

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

Landscape Architecture

G.L.R.

PLAT MAP SECTION 2A PORTION OF TAX PARCEL 065.020-01-040.221 TOWN LOT 6, 7, 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

EASEMENT DIMENSION

I

REFERENCES

XX.XX'

Date

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

FIRE MARSHAL

DATE:

YO

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

BY:

E

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

EN

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

DATE

TOWN ASSESSOR

LI C

BY:

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

K

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.

911 APPROVAL:

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:

RK O OK

EXIST. RIGHT-OF-WAY LINE

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

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

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

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

BY:

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH MONROE COUNTY SURVEYORS OFFICE:

N

EXIST. ADJOINING PROPERTY LINE

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

DA

PROPOSED EASEMENT LINE

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.

CERTIFICATION

A

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

GRID

VERDE WAY (60.0' WIDE R.O.W.) 23+00

24+00

25+00

4"W 182.4

NORTH

182.48' N 1180981.31 E 814649.77 GRID

6.04'

PROPOSED STORM & SANITARY SEWER EASEMENT TO THE TOWN OF WEBSTER

' 26"E 13 S82° 00

117.21'

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

' 24"E

S08° 32' 07"W 25.77'

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

∆=0°48'32" R=2130.00' L=30.07' CHD=N85°18'14"W 30.07' 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

28+00

FUTURE SECTIONS OF BELLA TERRA SUBDIVISION

SITE DATA

REMAINING LANDS SALT ROAD (ZONED: LMR)

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

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

27+00

' 57"E 2

35.0'

25.37'

S76° 5 5' 38"E 60.00'

S78° 28' 38"W 10.08'

' 16"W N81° 45

136.96' 26+00

S89° 13' 19"E 164.81'

S89° 13' 19"E 155.38'

APPROXIMATE LOCATION TOWN LOT 12

APPROXIMATE LOCATION TOWN LOT 14

S80° 47 ' 57"E 2 29.18'

S80° 47

S85° 30' 54"E 220. 97' 220.97'

211.98' N89° 43' 56"W

SISTE NE W AY (60.0' WIDE R.O.W .) CONC. HEADWALL

4"E 247.0 4

N08° 36

ROAD

N08° 36' 2

SALT

69.21' 245.35'

WAY N1STA 0° 4+56.15 16' 40VERDE "E 170.70'

11,133 SQ.FT. ∆=1°49'16" 0.255 AC. R=2070.00' L=65.80' CHD=N80°37'58"W 65.79'

S08° 27' 2

60.62'

S04° 05' 08"W 147.05'

STA 0+00 BELLORA WAY EQUALS

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

PROPOSED 15' WATERMAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY

' 24"E

SECTION 2B

N 1182074.66 E 814417.63 GRID

.91'

N08° 36

' 76.48

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

53"E 35

25.5'

FUTURE SECTION

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

REMAINING LANDS SALT ROAD (ZONED: LMR)

N08° 14' 0 6"E ∆=2°40'31" 156.88' R=830.00' L=38.75' CHD=S80°25'38"E ∆=0°37'57" 38.75' R=2070.00' LOT 229 L=22.85' CHD=N79°24'21"W10,551 SQ.FT. 22.85' 0.242 AC.

P. C. STA 4+29.43

15.0'

SECTION 2A

MEADOWS 2

LOT 259 LOT 260 10,977 SQ.FT. 0.252 AC. 21,347 SQ.FT. 0.490 AC.

9,554 SQ.FT. 0.219 AC.

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

61.32'

LOT 258

∆=1°41'55" R=830.00' L=24.60' CHD=N89°10'03"E 24.60' S01° 42' 25"E 142.44' ∆=4°04'07" R=830.00' L=58.94' CHD=S87°56'56"E 58.93' LOT 227

LOT 228 9,940 SQ.FT. ∆=4°08'59" 0.228 AC. R=830.00' L=60.11' CHD=S83°50'23"E 60.10'

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

60.06' S11° 02 ' 21"W

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

8,944 SQ.FT. 0.205 AC.

68.69'

68.57'

LOT 226

71.78'

S00° 46' 41"W 169.78' 101.21'

S01° 40' 54"E 142.05'

∆=12°35'32" R=830.00' L=182.41' CHD=S85°23'09"E 182.05'

∆=97°44'58" 0+00 R=30.00' L=51.18' CHD=N49°39'10"E∆=2°27'14" 45.20' R=2070.00' L=88.65' CHD=N80°18'59"W 88.64'

NOT TO SCALE

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

N88° 17' 35"E 487.66' 73.64'

PROPOSED 30' DRAINAGE EASEMENT TO THE TOWN OF WEBSTER

P. C. STA 0+35.91

LOCATION SKETCH

62.91'

7"W

N10° 10'

149.32'

464

.70'

°4 N18

ROW MONUMENT

38.37'

' 1' 2

' 57.31

1+00

22+00 S88° 19' 06"W 253.61'

66.29

78.07'

27"W

59.57'

N1

1' 8° 4

58.34

N00° 46' 41"E 174.25'

2+00

250.58'

59.83

44.77'

63.00' N88° 17' 35"E 343.48'

' 25"W 151.98' N04° 23

LOT 121

0.248 AC.

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

P. T. STA 0+64.63

9,742 SQ.FT. 9,754 SQ.FT. 0.224 AC. 0.224 AC.

10,381 SQ.FT. 0.238 AC. 10,792 SQ.FT.

99.37' N00° 46' 41"E 188.64'

P. C. STA 2+38.88

∆=4°07'35" R=970.00' L=69.86' CHD=N01°17'07"W 69.85'

LOT 257

' 10.0

75.41' 98' N04° 23' 25"W 151.

76.57'

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

∆=4°05'30" R=970.00' L=69.27' CHD=N09°31'15"W 69.25'

67.41'

ROW MONUMENT

∆=4°07'35" R=970.00' L=69.86' CHD=N05°24'42"W 69.85'

LOT 255

' 20.0

' 25"W 146.35' N04° 23

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

' 7 73.20 465.8 W ' 27" 8° 41

35' FRONT SETBACK TYP.

' 74.42

LOT 120 N/F 800 PHILLIPS ROAD LLC 1576 SISTINE WAY T.A. # 065.02-4-54

' 30.0

N1

N85° 30' 54"W 20.24' EXISTING DRAINAGE EASEMENT TO THE TOWN OF WEBSTER PER LIBER 362 OF MAPS PAGE 44

.22' 468

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

14,703 SQ.FT. 14,208 SQ.FT. 0.337 AC. 0.326 AC.

S81° 58' 02 191.71'

LOT 153

12,412 SQ.FT. 13,447 SQ.FT. 0.285 AC. 0.309 AC.

S86° 07' 03"W 208.58'

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

LOT 250

LOT 252

' 02"W S77° 49 180.59'

LOT 119

N88° 17' 35"E 340.55'

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

LOT 251

3 2 ' CHD

∆=2°23'30" R=1030.00' L=43.00' CHD=N00°25'04"W 42.99' 21.86'

∆=3°53'24" R=770.00' L=52.28' CHD=S83°29'26"E 52.27' ∆=82°19'25" R=30.00' L=43.10' CHD=S40°23'02"E 39.49'

8"E

ORCHARD

0 9'

35.0'

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

∆=12°35'32" R=800.00' LOT 234 L=175.82' 10,167 SQ.FT. CHD=S85°23'09"E 175.47' 0.233 AC.

21,997 SQ.FT.23,034 SQ.FT. 0.529 AC. 0.505 AC.

3 1 8 .8 7 ' 0 8 °4 0 '5 7 "W

LOT 256

"W 40' 01 S73° 3' 174.9

LOT 152

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

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

5" R=

=3 2 0 . 0 .0 0 ' L

∆=4°05'30" R=970.00' L=69.27' CHD=N13°36'45"W 69.25'

∆=1°48'36" R=830.00' L=26.22' ∆=4°09'01" CHD=S17°14'16"E R=830.00' L=60.12' 26.22' ∆=2°29'05" CHD=S14°15'28"E R=970.00' L=42.06' 60.11' CHD=N16°54'02"W 42.06' LOT 253 LOT 254 11,706 SQ.FT. 11,799 SQ.FT. 0.269 AC. 0.271 AC.

135.65' N88° 17' 35"E

LOT 249

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

4 6 .6 3

20.0'

144.98' N86° 51' 00"E

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

4 2 ' 0 6 "E 3 ° 2 0 S = HD

135.61' N88° 17' 35"E

6+00

7+00

C

5+00

P. C. STA 2+53.61

∆=1°21'24" R=770.00' L=18.23' CHD=N88°59'48"E 18.23' N01° 42' 25"W ∆=4°53'21" 141.96' R=770.00' L=65.71' CHD=S87°52'49"E 65.69' LOT 233

.52

35' FRONT SETBACK TYP.

N00° 46' 41"E 137.70'

LOT 235

LOT 236

3+00

158.67' "E N82° 31' 30

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

5" R

AY E' LLORA W B 3 7 . 8 .) 32 '5 7 "W IDE R.O.W 00.0' W 0 8 °4 0 (6 +0 N 4 = D CH

167.97' ' 00"E N78° 26

∆=8°39'18" R=830.00' L=125.38' CHD=S08°44'43"W 125.26'

20' ∆ = 3 1 °1 2 ' 5 6 " R = 8 3 0 . 0 0 ' L = 4 5 2 .

5 5 '1

3 3 0 .2

°5 5 '1 ∆ =1 8

8+00

ROW MONUMENT

338.64' N88° 17' 35"E

E

° ∆ =1 8

P. C. STA 5+69.11

=1 0 0

' L= 0 .0 0

4 1 4 .3 4 '

PORTION OF EASEMENT TO BE ABANDONED IN THE RIGHT OF WAY ' ∆ = 3 1 ° 1 2 ' 5 6 " R = 8 0 0 . 0 0 ' L = 4 3 5 .8 5 ' C H D = S 0 2 ° 3 2 ' 0 6 " E 4 3 0 .4 8 9+00

340.58' N88° 17' 35"E

∆=4°49'54" R=770.00' L=64.93' ∆=4°52'14" CHD=S01°16'34"W R=770.00' L=65.45' 64.91' CHD=S06°07'38"W 65.44'

∆=3°41'46" R=1030.00' L=66.44' CHD=N14°20'36"W 66.43' °5 5 ∆ =1 8

∆=3°36'29" ∆=3°37'20" R=1030.00' R=1030.00' ∆=3°39'04" L=64.86' L=65.12' R=1030.00' CHD=N03°25'04"W CHD=N07°01'59"W L=65.64' 64.85' 65.11' CHD=N10°40'11"W 3 3 8 .5 9 ' N0 8 °4 0 '5 7 "W = D H 65.63' C ' 4 = 3 4 0 .1 0 .0 0 ' L 3 0 1 = '15 " R

8,956 SQ.FT. 0.205 AC.

3°

35.0'

LOT 232

S3

.2 79

S3

8,780 SQ.FT. 0.201 AC.

22,777 SQ.FT. 23,579 SQ.FT. 0.523 AC. 0.541 AC.

5' 173.0 "E 20' 30 N74°

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

∆=4°51'29" ∆=4°49'39" R=770.00' L=65.29' R=770.00' L=64.88' CHD=S03°33'12"E CHD=S08°23'47"E 65.27' 64.86'

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

10+00

346.62' N88° 17' 35"E

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

∆=4°56'49" R=770.00' L=66.48' CHD=S11°02'09"W 66.46'

356.84' N88° 17' 35"E

10+2

26,365 SQ.FT. 26,679 SQ.FT. 0.605 AC. 0.612 AC.

22,251 SQ.FT. 21,992 SQ.FT. 0.505 AC. 0.511 AC.

LOT 239

LOT 240

194.17' N88° 17' 35"E

∆=5°30'10" R=770.00' L=73.95' CHD=S15°49'27"W 73.92'

LOT 154

S88° 17' 35"W 199.33'

∆=5°03'59" R=770.00' L=68.09' CHD=S16°02'33"W 68.06'

24,653 SQ.FT. 0.566 AC. 25,690 SQ.FT. ∆=2°23'32" 0.589 AC. R=770.00' L=32.15' CHD=S16°56'48"E 32.15' ∆=1°57'05" R=1030.00' ∆=4°55'31" L=35.08' R=770.00' L=66.19' CHD=N17°10'02"W CHD=S13°17'17"E 35.08' 66.17'

LOT 243

LOT 237

LOT 238

LOT 241

LOT 244

26,239 SQ.FT.26,637 SQ.FT. 0.611 AC. 0.602 AC.

PROPOSED 20' STORM SEWER EASEMENT TO THE TOWN OF WEBSTER

LOT 242

LOT 245

LOT 246

LOT 151

371.38' N88° 17' 35"E

25,477 SQ.FT. 24,331 SQ.FT. 0.585 AC. 0.559 AC.

PROPOSED 20' STORM SEWER EASEMENT TO THE TOWN OF WEBSTER

20.0'

LOT 247

N01° 42' 25"W 142.20'

S01° 42' 25"E 20.00'

N09° 12' 03"E 20.00'

LOT 118

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

389.18' N88° 17' 35"E

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

402.46' N88° 17' 35"E

410.06' N88° 17' 35"E

412.15' N88° 17' 35"E

408.78' N88° 17' 35"E

401.35' N88° 28' 39"E

399.86' N88° 17' 35"E

S88° 28' 39"W 397.69'

385.20' N88° 17' 35"E

364.45' N88° 17' 35"E 364.45'

PROPOSED 20' WATERMAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY

N01° 42' 25"W 20.00'

20,315 SQ.FT. 0.466 AC.

0 3°

8"E

STREET

N56° 50' 52"E 20.00'

.0' 20

S88° 19' 06"W 187.60'

142.83' LOT 231

PROPOSED 20' STORM SEWER EASEMENT TO THE TOWN OF WEBSTER

149.26' S88° 19' 06"W 187.63'

60.0'

142.83'

PORTION OF EASEMENT TO BE ABANDONED IN THE RIGHT OF WAY

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

TOWN OF WEBSTER

N88° 17' 35"E 15.00'

S01° 42' 25"E 141.99'

35' MAJOR HIGHWAY SETBACK TYP.

20.0'

SECTION 1 PROJECT LOCATION

N88° 17' 35"E 15.00'

N88° 19' 06"E 15.00'

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

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

PHILLIPS

SALT ROAD

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

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

ROAD

(66' WIDE R.O.W.)

64.82'

SCHLEGEL

WALL

PROPOSED 15' FRONTAGE EASEMENT TO MONROE COUNTY WATER AUTHORITY

15.0'

N01° 42' 25"W 20.00'

N88° 17' 35"E 15.00'

SHALLOW CREEK TRAIL

PROPOSED 15' FRONTAGE EASEMENT TO MONROE COUNTY WATER AUTHORITY

COUNTY ROAD 6

N 1182249.59 E 815099.85 GRID

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

WEBSTER

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

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

SCHLEGEL ROAD SCHOOL ENTRANCE

PROJECT DATA FRONT SETBACK

40 FT.

5 FT.

75%

19.8%

REQUIRED

PROPOSED

N/A

35 FT.

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

SITE LINE & SYMBOL LEGEND

LOT 122 EXISTING EASEMENT TO THE TOWN OF WEBSTER FOR STORM & SANITARY SEWER PURPOSES PER LIBER 362 OF MAPS PAGE 44

SECTION/PARCEL BOUNDARY

3. ALL SITE WORK IS TO BE IN COMPLIANCE WITH THE STANDARDS OF THE TOWN OF WEBSTER. 4. PRESERVE ALL MATURE TREES ON SITE, WHERE POSSIBLE, AND MARK SAID TREES BY THE DEVELOPER'S ENGINEER PRIOR TO THE COMMENCING OF ANY SITE WORK. REAL PROPERTY TAX SERVICE:

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

SURVEY NOTES

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.

DATE:

Monroe County Surveyors Office BY:

BY

PUBLIC HEALTH ENGINEER

DATE

PROJECT MANAGER

GRAPHIC SCALE 40

T

160

( IN FEET ) 1 inch = 40 ft. 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 065.020-01-040.221 TOWN LOT 6, 7, 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

EASEMENT DIMENSION

I

REFERENCES

XX.XX'

Date

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

FIRE MARSHAL

BY:

YO

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

DIRECTOR OF PUBLIC HEALTH

EXIST. EDGE OF PAVEMENT EXISTING UTILITY POLE, GUY ANCHOR & POLE W/LIGHT

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

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.

911 APPROVAL:

RK O OK

EXIST. RIGHT-OF-WAY LINE

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

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

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

TRAIL MILANO

# 065.02-4-57

800 PHILLIPS ROAD LLC

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

RIGHT-OF-WAY LINE

LOT 156

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

DA

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

Standard

131 Change to Costich Style

SPECIAL NOTES

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

DC-5 END SECTION INV=360.65

126'-24" HDPE @ 0.24% (PERF.)

361.33 361.23

360.65

357.90

OH

W

0.8 0%

OH

16 1'24 "H

E

OH

RGE 102

OH

OH OH

OH

E

OH

E

APPROXIMATE LOCATION TOWN LOT 7 OH

6.2

RGE 100 RGE T168

OH

@ "H DP E

MEADOWS TWO SUBDIVISION

TOWN OF WEBSTER OPEN SPACE

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

W

1. 1

8" D

0'24

2" BLOW OFF

OW

351.16

D

31 0.

38'-24" HDPE @ 0.81%

ARR

D-9 5' DIA M.H. RIM=0.0

"H DP 17 E @ 7'8" 0.9 PV 2% C @ 0.8 5%

FUTURE SECTIONS MEADOWS TWO SUBDIVISION

W

00 0. 35

LOT 120

ING

APPROXIMATE LOCATION TOWN LOT 14 35

107'-24" HDPE @ 0.80%

350.31

LOT 121

(60.

E

D-8 5' DIA M.H. RIM=0.0 D

LOT 122

LOT 123

APPROXIMATE LOCATION TOWN LOT 12

E

D-7 END SECTION INV=350.00

LOT 124

D-12 5' DIA M.H. RIM=360.9

APPROXIMATE LOCATION TOWN LOT 14

E

0. 8

LOT 125 D-11 5' DIA M.H. RIM=360.9

D

AIN

E

LOT 126

APPROXIMATE LOCATION TOWN LOT 6

W

E

MW MW

E OH

MW

DP E@

OH

E

OH

W OH

E

OH

DD-1 2'x2' INLET TG=367.3

OH

23'-12" HDPE @ 1.03%

DD END SECTION INV=360.65

.5'

258'-24" HDPE @ 0.80%

351.96

361.56

E

D-10 5' DIA M.H. RIM=352.0

361.66 361.90

16+00

RGE 101

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

DD-2 2'x2' INLET TG=367.6

E

14.5' SEPARATION FROM UTILITY POLE

8" ZINC COATED D.I.P. WATERMAIN

E

S00° 55' 15"E 726.83'

1.2

LOT 209

7.5

357.60

DC-10.1 END SECTION INV=368.00

LOT 210

17+00

OH

DC-3 5' DIA INLET M.H. TG=365.8

4.6

W

69'-8" PVC @ 0.68%

RGE T172

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

LOT 131

LOT 132

PROVIDE 18" MIN. SERERATION

356.00

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

LOT 211

RGE 103 RGE T171

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

SA

W

LOT 201

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

SA

W

H

WV

Y D

358.3

356.06

LOT 202

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

ST

SA ST

ARROWWOOD TRAIL

WV TG=361.85

TG=361.67

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

SA

(60.0' WIDE R.O.W.)

ST

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

ST SA SA ST

4 359.5

SA ST

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

CS

163'-24" HDPE @ 0.21%

W

350.82 8" PVC

S RGE T166

OH OH

CS

353.88

ST

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

358.81

CS

W

TG=361.14

350.92

S

RIM=362.87

OH OH OH OH

D

8" PVC STUB INV=353.42

S 356.10

361.00

CS

8" PVC @ 1.01%

PROPOSED 6" SDR-21 STORM LATERAL TYP.

OH

S

263'-8" PVC @ 0.82%

361.60 D 361.10

102'-8" PVC @ 1.99%

353.98

358.7

S 9

OH

@ 0.40%

CS

D

OH

D 362.00

3% 264'-24" HDPE @ 0.4

ST

LOT 212

OH

114'-8" PVC

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

362.96

362.33 D 358.32 362.23 S 358.27

SA

0 363.

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

CS

OH

358.98 D

SA

7 35

(60.0' W

"P 55'-8

.85%

0 VC @

E

D 358.

ERDE WAY TERRA VID E R.O.W.)

4+00

E

ST

6 .3

5+00

DPE

8" H 54'-1

% 0.52

E

SA ST

S

3+00

6+00

SA

ST

CS

PROPOSED 4" SDR-21 SANITARY LATERAL TYP.

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

353.32

2+00

RIM=364.08

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

22'-12" HDPE @ 1.00%

W

ST SA

CS

S 86 363. 14 360.

W

7+00

LOT 213

CS

20 1.

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

358.23 RIM=364.02

W

7 35

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

W

0.7

CS

LOT 133

LOT 134

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

CS

D

6 3.9 36 .16 0 36

'-8

4 11

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

E DP "H

S

356.20 D RIM=362.14

7 .4

W

C PV

.06

356.01

∆=5°16'19" R=1500.00' L=138.02' 12" HDPE @ 1.09% CHD=N02°32'31"E 137.97'

W

DC-6.1 2'x2' INLET TG=365.3

W

CS

CS CS

1 2'-

00 8+

18+00

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

TG= 361.39

DC-6.2 2'x2' INLET TG=365.3

CS

P. C. STA 1+38.02

1+00

36" HDPE

8" PVC

W

ST SA

W

HD

LOT 214

D S

1 36

REMAINDER OF LI

ST

1'-

W

0+00

60' R.O.W.

ST SA

65'-12" HDPE @ 1.00%

SA ST

9 4.5 36

PE

CS

18+91

(60.0' WIDE R.O.W.)

8" ZINC COATED D.I.P. WATERMAIN

ST SA

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

SA ST

CS

% .57

SA

CS

W

PROPOSED HYDRANT

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

W

DC-8.2 2'x2' INLET TG=368.2

PROPOSED 8" TEE AND GATE VALVE

CS

TERRA VERDE WAY

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

2" BLOW OFF

LOT 222

PROPOSED HYDRANT APRON (SEE DETAIL)

W

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

LOT 223

LOT 221

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

7% @ 0.7 DPE 12" H

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

36 2. 7 1

W RIM=362.87

D 36" HDPE

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

LOT 135

360.76

TG=363.95

12" HDPE

TG=363.65

36" HDPE

8" PVC 357.72

357.72

OH

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

SA

CS

DC10.1 PROPOSED HYDRANT 2'x2' INLET APRON (SEE DETAIL) 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

D1 END SECTION INV=357.47

ST

10+00

LOT 215

SA

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

6.4

S D RIM=364.18 358.75

361.22

RIM=367.10

RIM=364.66

359.31

TG=364.02

358.83

356.76

352.01 RIM=364.66

OH OH RGE 97/ T165

OH

LOT 128

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

SA

OH

LOT 165

LOT 136

PROPOSED HYDRANT

INSTALL LATERALS FOR FUCTURE SECTION UNDER PROPOSED ROAD.

ST SA

CS

ST

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

S

OH

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

D

OH

LOT 164

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

PROPOSED 8" GATE VALVE

E

LOT 137

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

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

ST SA

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

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

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

W

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

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

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.

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

WATER MAIN(S) SHALL BE 8-INCH DUCTILE IRON CEMENT-LINED CLASS 52. WATER SERVICE(S) SHALL BE 1-INCH TYPE K COPPER FROM THE WATER MAIN TO THE CURB BOX AND 1-INCH (TYPE K SOFT COPPER OR PE #4710) FROM THE CURB BOX TO THE METER. WATER METER(S) SHALL BE LOCATED ON THE INTERIOR WALLS IMMEDIATELY UPON SERVICE ENTRANCE INTO THE BUILDING(S). ON METERED SERVICES REQUIRING A 1 1/2-INCH OR LARGER METER A BYPASS AROUND THE METER IS REQUIRED. ALL GATE VALVES SHALL HAVE STAINLESS STEEL BODY AND BONNET BOLTS.

MAXIMUM ALLOWABLE INFILTRATION OR EXFILTRATION SHALL NOT EXCEED 100 GALLONS PER INCH PER MILE OF PIPE PER DAY FOR THE SANITARY SEWER. IF AN AIR TEST IS USED, THE TEST, AS A MINIMUM, SHALL CONFORM TO THE PROCEDURE DESCRIBED IN THE ASTM-C-828-86, ENTITLED "STANDARD PRACTICE FOR LOW PRESSURE AIR TEST OF VITRIFIED CLAY PIPE LINES. SANTARY MANHOLES SHALL BE VISUALLY INSPECTED AND TESTED FOR LEAKAGE BY EXFILTRATION OR VACUUM. VACUUM TESTING OF MANHOLES SHALL COMPLY WITH THE METHOD OUTLINED IN THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION TECHNICAL INFORMATION PAMPHLET (TIP) NO. 15 (REVISED).

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 065.020-01-040.221 TOWN LOT 6, 7, 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

W

OH

W

OH

.66 361

S

W

OH

RGE T157A

1.44%

293' - 15" PVC @

PROPOSED 8" D.I.P. CL 52 ZINC COATED

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

OH

G

W

OH

W

G

W

OH

W

OH

G

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

15" PVC

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

W

OH OH OH

362.1

362.23

PROPOSED 6" SDR-21 STORM LATERAL TYP.

ST SA

PROPOSED 4" SDR-21 SANITARY LATERAL TYP.

ST SA

LOT 226

W

TG=365.77

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

ST SA

RIM=369.01 C @1 .25%

8" PV

363.2 6

D 364.4 1

CS

ST SA

W

363.1 6

30" H D

W

PE @

SA ST

CS

WV

12" H DPE

WV TG=367.29

17 365.

D

DB-12.1 2'x2' INLET TG=369.5

W

GV

D

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

W

ST SA

W

ST SA

DB-12.2 2'x2' INLET TG=369.5

CS

ST

LOT 259

LOT 250

LOT 260

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

Y D

H

W

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

D

S

W

LOT 121

TG=364.26

TG=364.21

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

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

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

LOT 230

254'-8" PVC @ 1.87%

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

HYDRANT FLOW TEST DATA

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

S

W

354.67

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

354.53 CONC. HEADWALL

RIM=365.16

LOT 120

LOT 154

364.55

ST

LOT 252

PROPOSED 4" SDR-21 SANITARY LATERAL TYP.

D

CS

LOT 254

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

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

Y

APPROXIMATE LOCATION TOWN LOT 12

LOT 249

SA

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

ST

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 256

APPROXIMATE LOCATION TOWN LOT 14

APPROXIMATE LOCATION OF EXISTING 8" DIP CLASS 52 WATER MAIN

PROPOSED 6" SDR-21 STORM LATERAL TYP.

ST

S-12 4' DIA M.H. RIM=374.5

PROPOSED HYDRANT. PROVIDE 8" GATE VALVE

SA

LOT 251

LOT 229 SA

W

CS

DB-14.2 2'x2' INLET TG=370.9

SA

LOT 253

CS

S

367.72 D

SA

W

H

CS

CS ST

264'-12" HDPE @ 1.7 7%

W

ST SA SA

W

LOT 255

DB-10.2 2'x2' INLET TG=369.2

RIM=365.87

LOT 153

SA

LOT 258

LOT 257

SA ST

DB-14.1 2'x2' INLET TG=370.9

ST

8" ZINC COATED D.I.P. WATERMAIN

SA ST

364.45

CS

ST SA SA

CS

367.82 364.55

26'-12" HDPE @ 0.76% 10'-12" HDPE @ 1.04%

25'-12" HDPE @ 0.80%

W

CS CS

LOT 119

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

W

299'-18" HDPE @ 0.4

DB-15.1 2'x2' INLET TG=373.9

368.02

368.22

300'-8" PVC @ 0.40%

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

W

CS

363.25 366.52

368.10

CS

CS CS

368.30

W

23'-12" HDPE @ 0.43% W

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

CS

W

S

152'-24" HD

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

366.42 D

PE @ 0.40% 6'-12" HDPE @ 1.63%

362.50 0 365.81 362.4 S D 1 .7 365

365.2

CS

366.75

0.40% 3'-8" PVC @

DB-15.2 2'x2' INLET TG=373.9

ST SA

TG=366.56

236'-

W

364.1

WV

40% @ 0.

24'-12" HDPE @ 0.95%

6'-12" HDPE @ 0.73%

W

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

WV

CS

SA ST

W

NE W AY IDE R .O.W.)

SA ST

C 8" PV

CS

6 361.4 67 S 364.

364.57

E @ 0.40 154'-30" HDP

D 363.96

ST

W

LOT 152

CS

363.96

DB-10.1 2'x2' INLET 364.10 TG=370.2

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

8" PVC

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

S

364.20

(60.0' W

SISTE

358.00

S

RIM=367.53

LOT 151

361.36

360.76

RIM=369.71 363.8 6 RIM=369.56

W

CS

360.6 6

CS

W

ST SA

CS CS

10'-12" HDPE @ 0.56%

0.37%

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

367.82

0.00%

SA ST

363.16

CS

LOT 228

CS

0.40%

PE @

DB-10: CONNECT TO EX. STRUCTURE INV=363.86 126'-30" HDPE @ 0.40% INV=363.96 INV=363.96 INV=363.96 153'-8" PVC @ 0.39%S-9 4' DIA M.H. ST SA SA ST RIM=370.6

S-8: CONNECT TO EX. STRUCTURE INV=360.66 INV=360.76

366.00

30" H D

TG= 367.48

WV

Y D

H

363.1

CS

SA ST

SA

SA ST

LOT 234

HDPE @

357.4 0

CS

SA ST

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

ST

SA ST

357.4 7

D

367.29

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

LOT 243

LOT 227

CS

SA

LOT 235

LOT 236

ST SA CS

CS

368.60

LOT 244

RIM=368.23

S

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

110'-24" HDPE @ 0.40%

SA ST

LOT 233

ST

LOT 242

LOT 245

LOT 246

SA ST

LOT 239

LOT 240

DB-14A 2'x2' INLET TG=369.9

SA

365.37

8" PV C

W

RIM=367.99

LOT 237

LOT 238

ST

196'-12"

@ 0.38 %

LOT 247

LOT 248

LOT 241

239'-12 " HDPE

368.00

LOT 117

W

CS

PROPOSED EASEMENT TO THE MCWA.

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

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

CS

LOT 232

363.29

W

S

W

12" HD PE

LOT 225

D

CS

D

'-1

372.50

TG=365.38

1.5

VC @ 0.4 0%

W

OH

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

DP

207'-8" P

G

DP E

E

H 2"

0 3.0 37

LOT 231

W

12" H

W

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

DB-16.1 2'x2' INLET TG=377.0

4.4

369.30

G

OH

W

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

WV

N

RIM=371.20

361.01

RIM=371.82

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

292' - 15" PVC @ 1.24%

365.24

296' - 15" PVC @ 1.14%

HYDRANT TO BE RELOCATED

368.87 368.94 RIM=378.18

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

W 361.77

WV

H

PROVIDE 8" GATE VALVE PROVIDE DISINFECTION AND SAMPLING TAP

365.09

Y D

S RIM=370.10

SHALLOW C

361 .85

% 0.8 2 C@

RGE 91

G

WV

G

RIM=370.02

RIM=369.87

W

G

15" PVC

359.88

W

G

SALT ROAD

GRID

G

S

G

(66' WIDE R.O.W.)

COUNTY ROAD 6

W

G

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

RIM=367.68

359.79

359.52

G

358.42

359.47

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

361.90

W

358.34

PROVIDE 8" GATE VALVE PROVIDE DISINFECTION AND SAMPLING TAP

LIBER 10933 PAGE 36

G

SALT ROAD

1705 SHALLOW CREEK TRAIL LIBER 11545 PAGE 567

G

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

FUTURE SECTIONS OF BELLA TERRA SUBDIVISION

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 PLEASE NOTE THE FOLLOWING INFORMATION 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.

REMAINING LANDS SALT ROAD

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.

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

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 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:

CHKD.

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

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.

RK O IE

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

W

PUBLIC HEALTH ENGINEER

APPROVALS

H

W

MANHOLES ARE NOT TO CONFLICT WITH DRIVEWAY

STORM SEWER NOTES

SANITARY SEWER STORM SEWER WYE

ROAD CENTERLINE

H

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

ER

NOTES:

INSTALLATION

BY

I NE

GUTTER INLET

LOT LINE

DIRECTOR OF PUBLIC HEALTH

NG

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

E

PUBLIC HEALTH ENGINEER

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH

A

TESTS

C

BY

MI

MATERIAL

M.C.H.D. WATER MAIN NOTES

ST

· ·

GENERAL UTILITY NOTES

D

SANITARY SEWER NOTES

PUBLIC WATER SYSTEM NOTES

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 065.020-01-040.221 TOWN LOT 6, 7, 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 TG=363.95 368

TG=363.26

SF

36 9

368

367

368

364

SF

368

LOD

E

LO D

E

APPROXIMATE LOCATION TOWN LOT 14

LOD

LOT 120

E

LOD

E

LOD

TRA OD

D

ARR

LOD

LOD D LO

0' W

IDE

R.O .W.

LOD

O (60. WWO

)

IL

LOD

TOWN OF WEBSTER OPEN SPACE

SF

371

2 37

37 0 SF

APPROXIMATE LOCATION TOWN LOT 12

E

LO D

LOD

LOT 121

MEADOWS TWO SUBDIVISION

D

SF

1 37

371

370

SF

LOD

(60.0' WIDE R.O.W.)

SF

LOD

E

LOT 122

LOT 123

LO

LO

D D

D

APPROXIMATE LOCATION TOWN LOT 6

D

LOD

APPROXIMATE LOCATION TOWN LOT 12

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

15+71

LOD

371

36 5 36 1

LOD

D

DD-2 TG=367.6

LO

MAINTAIN EXISTING GRADE OVER PROPOSED STORM SEWER

APPROXIMATE LOCATION TOWN LOT 7

X

LOD

LOD LOD

LOD

ARROWWOOD TRAIL LO

DD3 TG=365.0

E

LOD

369

D

LOD

RIP RAP OUTLET PROTECTION TYP.

DD END SECTION INV=360.65

DC-4 TG=361.0

DC-3 TG=365.8

SF

LOD

SF

E

LOD

SF

LO

WOODS

SF

LOD

SF

LOD

SILT FENCE TYP.

SF

LO D

S00° 55' 15"E 726.83'

SF

LOD

SF

E

S

369

X

E

D

X

X X

SF

CHECK DAMS TYP.

X

358

APPROXIMATE LOCATION TOWN LOT 14

SF

X

357

36 7 X

X

X X

DD-1 TG=367.3

TEMPORARY TOPSOIL STOCKPILE

369

E

LOD

LO

362 361

36 6

17+00

DC-5 END SECTION INV=360.65

SF

359

358 357

SF

365 364 SF 363

SF

E

SF

359

E

SF

E

LOD

SF

360

37 0

E

LOD SF

EDGE OF BRUSH / HEDGEROW

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

LOD

360

D

D LO

SILT FENCE SURROUNDING PROPOSED BIO-RETENTION BASIN

361

LOT 132

EDGE OF BRUSH / HEDGEROW

SF

36 1

LOT 208

LOT 207

LO

LOT 206

D LO

LOT 205

LOT 209

D

LOT 204

GARAGE ELEV. =367.3

LOT 210

D

LOT 203

GARAGE ELEV. =367.3

X X

LO

GARAGE ELEV. =366.3

GARAGE ELEV. =370.5

DC-10.1 END SECTION INV=368.00 X

GARAGE ELEV. =366.3

GARAGE ELEV. =368.3

SF

LOT 131

GARAGE ELEV. =370.5

GARAGE ELEV. =368.3

3 37

SF

DC-8 RIM=368.4

D LO

8 36

S-1.6 RIM=366.1

362

LOT 201 362

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

370

LOT 211

S-1.8 RIM=368.5

SF

36 2

S

LO

S

SF 6 36

D

S

LOT 133 N/F 800 PHILLIPS ROAD LLC 535 TERRA VERDE WAY T.A. # 065.02-4-31

D

S

18+00

LOT 202

363

D

GARAGE ELEV. =371.5

X

SF

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

GARAGE ELEV. =364.3

D

SF

GARAGE ELEV. =364.3

LO

364

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

SF

DA-5.2 RIM=364.2

S

X

LO D

364

D

DC-6 RIM=365.8

(60.0' W

LOT 212

373

363

LO

D

X

D

X

GARAGE ELEV. =371.5

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

LO D

DC-6.1 TG=365.3

X

D

S

LOT 213

S

7+00

X

ERDE WAY TERRA VID E R.O.W.)

4+00

3+00

X

RIM=364.02

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

D

LOT 214

DC10.1 TG=370.4

D S

DC-6.2 TG=365.3

2+00

∆=5°16'19" R=1500.00' L=138.02' 3 CHD=N02°32'31"E 36 137.97'

GARAGE ELEV. =372.5

INLET PROTECTION TYP.

0+00

LOT 219

X

LOD

GARAGE ELEV. =368.1

LOT 218

X

LOT 222

LOD

STABILIZED CONSTRUCTION ENTRANCE

371

X

LOD

D

X

3 36

X X

LO

SF

372

10+00

SF

D

SF

X X

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

D

372

GARAGE ELEV. =371.5

LO D

TG=361.67

X

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

LO

GARAGE ELEV. =371.5

LOT 220

LO D

LOT 130

LO

362

LOT 166

60' R.O.W.

D

LOD

5 36

364

GARAGE ELEV. =365.8

LO D

LOT 216 D LO

364

LOT 223

371

SF

LO

LOT 224

D

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

LO

D

RIM=362.87

SF 365

366

363

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

371

LOT 215

363

LOT 129

(60.0' WIDE R.O.W.)

365

LOD

DC-11 RIM=372.1

S-1.11 RIM=372.1

LOD

366

LOT 128

1 37

S

D LO

D

LO

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

TERRA VERDE WAY

SF

3 36

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

LOD

TG=361.14

LOT 135

366

D LO

LOT 165

TERRA VERDE WAY

D

LO

SILT FENCE OD TYP.L

D

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

D

10+96

37 0

SF

LO

LOT 164

LOT 136

LO

SF

LIMITS OF DISTURBANCE SECTION 2 A 10.78 ACRES

LIMITS OF TOPSOIL PILE TO BE REMOVED

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

370

SF 367

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

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 1553 BELLORA WAY T.A. # 065.02-4-36

LOD

D LO

366

LOT 137

D

LO

D

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

LOD LO

LOT 163

BELLA TERRA SECTION 1

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

REMAINING LANDS SALT ROAD (ZONED: LMR)

LO

S

4 36

LOD

D

.) (60.0' WIDE R.O.W

TG=363.65

EDGE OF BRUSH / HEDGEROW

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

SF

RIM=364.18

T

SF

LOT 162

R CARBELLA COU

SF

TG=364.02

SF

LOT 139

SF

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

RIM=364.66

SF

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

RIM=364.66

D

S

LOT 126

RIM= 366.92

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

LOT 161

GRID

LOT 140

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

FUTURE SECTIONS MEADOWS TWO SUBDIVISION

LEGEND NOTES:

PERFORATED PIPE, COLLECTION SYSTEM OVERFLOW 'CATCH BASIN'

BERM

D

NOTE

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

OUTLET

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

2:1 SLOPE 1.5' MAX.

3:1 SLOPE

12" MIN. 24" MAX.

12"

STAKE

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

W

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

FABRIC

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

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

160

( IN FEET ) 1 inch = 40 ft. 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 065.020-01-040.221 TOWN LOT 6, 7, 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

LOD

SHALLO

N

LOD

SALT ROAD

378

4 37

LOT 121

LOD LOD

380

381

LOD

379

LOD

379

SILT FENCE TYP.

FUTURE SECTIONS OF BELLA TERRA SUBDIVISION

372

REMAINING LANDS SALT ROAD (ZONED: LMR)

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

374

375 LOD

SF

9 370

372

SF

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

CHECK DAMS TYP.

REMAINING LANDS 83.213 ACRES FUTURE BELLA TERRA SUBDIVISION

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

28+00

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

WOODS

377

LOSF D 36

LOD

SF

36 6

S CONC. HEADWALL

SF

SF LOD

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

D SF S

LOD

GARAGE ELEV. = 379.2

376

GV

(60.0'

APPROXIMATE LOCATION TOWN LOT 12

SISTE

371

APPROXIMATE LOCATION TOWN LOT 14

NE W AY WIDE R.O.W .)

S

375

371

S

RIM=367.53

370

EDGE OF BRUSH / HEDGEROW

SF LOD

364

GARA ELEV GE . = 37 6.2

369 37

0 RIM=366.03 RIM=365.71

D

LOD

364

378

SF RIM=365.87

SF LOD

SFLOD

4 36

SF

TG=364.26

377

LOD

D

LOT 120

367

LOD

367

368

SFLOD

369

SF LOD

LOD

SF LIMITS OF TOPSOIL PILE

37 5

37 4

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

367

369

368

SF LOD

SF D LO

371

LOD

SF

370

368

SF OD L

LIMITS OF TOPSOIL PILE

LOT 254

LOT 251

LOD

D LO

372

LOT 250

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

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

SF

369

LOT 152

LOT 260

369

LOD

GARAGE GARAGE ELEV. = 369.9ELEV. = 369.9

SF

367

LOT 253

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

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

370

.2 AGE GARV. = 371 E EL

AGE .2 GARV. = 371 E EL

367

LOT 119

GARAGE ELEV. = 372.9

LOT 255 370

TG=366.56

LOT 249

LOT 259

LOT 229

LOD

LOT 258

LOT 257

LOT 256

GARAGE ELEV. = 372.9

376

DB-10.2 TG=369.20

SF

GARAGE ELEV. = 372.2

371

GE GARA. = 371.2 ELEV

GE GARA. = 371.2 V ELE

X

LOD

X

23+00

LOD

8+00

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

371

376

4 37

370

H.P. STA 6+67.10 ELE 370.65

X

369

SF

X

6+00

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

X

LO D

7+00

X

372

X

D

LOT 228

LOT 230

X

9+00

STABILIZED CONSTRUCTION ENTRANCE

X

TG=367.29

X

0+00

DB-14.2 TG=370.90

372.45

D X

DB-10.1 TG=370.25

X X

LOT 151

RIM=369.56

10+00

DB-15 RIM=374.1

X

LOD

X X

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

X

5+00

RIM=369.71

S

373

1+00

X

370

368.20

X

WAY BELLORA R.O.W.) (600.0' WIDE 0

S-9 RIM=370.6

D X

DB-12 RIM=369.8

DB-11 RIM=370.5

D

S-12 RIM=374.5

X

RIM=369.01

GARAGE ELEV. = 370.9

GARAGE GARAGE ELEV. = 370.2 ELEV. = 370.2

371

LOD

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

S

DB-12.1 TG=369.54

SF

S

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

X

LOT 243

S-11 RIM=371.4

372

GARAGE ELEV. = 371.1

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

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

LOT 227

378

X

LOT 244

LOT 245

LOT 246

GARAGE ELEV. = 369.9

RIM=367.99

GARAGE ELEV. = 371.2

LOD

GARAGE ELEV. = 369.9

GARAGE ELEV. = 373.1

SF

LOT 247

LOT 248

GARAGE ELEV. = 371.2

GARAGE ELEV. = 373.1

GARAGE ELEV. = 372.2

24+00

LOD

SF LOD

LOT 240

LOT 242

LOT 234

LOT 239

369

LOT 241

LOT 233

LOT 235

LOT 236

LOT 237

LOT 238

369

LOT 118

GARAGE ELEV. = 381.2

3 37

X

H.P. 369.5

370

378

X X

370

0 37

X

LOD

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

LOT 226

378

LOD

369

X

SF

H.P. 370.5

379

DB-14A TG=369.9

371

X

379

6 37

X

LOT 225

5 37

X

DB-10A TG=367.4

377

LOD

368

H.P. 373.0

9 36

X

26+00

LOD

SF

372

380

LOT 232

DB-12A END SECTION INV=368.00

25+00

LOD

TG=365.77

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

GARAGE ELEV. = 379.5

S

LOD LOD

X

GARAGE GARAGE ELEV. = 378.1 ELEV. = 378.1

37 0

LOD

369

S

LOD

INLET PROTECTION TYP.

X

SILT FENCE TYP.

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

S

GARAGE ELEV. = 379.5

1 37

LOD

375

LOD

S

LOD

X

D

380

381

GARAGE ELEV. = 381.2

D

G

RGE 91

LOD

373

S-13 RIM=379.4

22+00

LOD

370

X

378

380

Hs 18

LOT 231

377

375 37

369

Lt 1

Aa 3

Sm 4

DB-16 RIM=379.3

379

378 X

GARAGE ELEV. = 379.2

G

S

LOD

Lt 1

Aa 3

371

Aa 3

LANDSCAPED BERM. REFER TO SECTION 1 APPROVAL PLANS.

Pm 3

Pm Pm 5 3

Hs 18

Lt 1

Cf 8

379

G

RIM=366.72

LOD

Pm 3

Cf 8

378

Cf 8 DB-16.1 TG=377.00

GARA ELEV GE . = 37 6.2

G

D

LOD

377

Wa 17

LOD

376

D

G

37 LOD

SF

TG=365.38

Pm 5

Lt 1

Aa 3

Pm 3

Lt 1

375

375 Lt 1

371

Aa 3

374

Pm 3

374

372

Sm 4

Fi 7

RIM=378.18

RIM=380.62

X

Sm 9

Fi 7

Aa 3

Sm 9

Lt 3

X

RIM=369.87

RIM=367.68

Ar 3

Sm 9

Fi 7

Ar 3

Aa 3

Sm 9

Fi 7

Wa 17

Hs 17

LO

15" PVC

Ar 3

Fi 7

Ar 3 373

Bx 5

Cf 8

21+00

Ar 3

Sm 9

Fi 7

RIM=371.82

Fi 7

Pm 3

Fi 7

LO D

RIM=371.20

2 37

1 37

371

Hs 17

5 37

37 4

37 3

Bx 5

LOD

G

369

RIM=370.02

381

GRID

0 38

9 37

STABILIZED CONSTRUCTION ENTRANCE

(66' WIDE R.O.W.)

COUNTY ROAD 6

37 372

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

( IN FEET ) 1 inch = 40 ft. NO.

DATE

REVISION

BY

CHKD.

APVLS.

ED

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 065.020-01-040.221 TOWN LOT 6, 7, 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% PE @ 0.92% 185'-18" HD

88'-12" HDPE @ 0.46% 65'-12" HDPE @ 1.00%

365

7% 112'-18" HDPE @ 0.5

2% 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%

" PVC 102'-8

355

9% @ 1.9

263'-8" PVC @ 0.82% 69'-8" PVC @ 0.68%

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

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

S-1.6: 4' DIA. M.H. STA. 3+22 DC-7: 5' DIA. M.H. STA. 5+77 RIM=366.1 RIM=368.1 INV. IN (8" FROM S-1.7)=356.10 INV. IN (18" FROM DC-8)=362.33 INV. OUT (8" TO S-1.5)=356.00 INV. OUT (24" TO DC-6)=362.23

188'-8" PVC @ 0.93%

2+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

3+00

4+00

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 370

264'-12" HDPE @ 1.77%

196'-12" HDPE @ 0.40%

DB-16: 5' DIA. M.H. STA. 21+79 RIM=379.3 INV. IN (12" FROM DB-16.1)=373.00 INV. OUT (12" TO DB-15)=372.50

254'-8" PVC @ 1.87%

S-12: 4' 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

375

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

PVI STA

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

BVCS

4+81.00 BVCE: 370.06

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

EVCS

5+81.71 EVCE: 370.07

375

BVCS

6+17.84 BVCE: 370.31

EVCS

7+17.85 EVCE: 370.30

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

PVI STA

6+67.84 PVI ELEV: 370.65 K: 73.74 LVC: 100.01

370

380

LOW PT. STA

5+30.42 LOW PT ELEV: 369.90

HIGH PT. STA

6+67.10 HIGH PT ELEV: 370.48

370

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

380

375 UTILITY POLE APPROXIMATLY 14.5 ' NORTH OF PROPOSE SEWER.

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.

365

375

EXISTING GRADE

-0.64%

370

0.67%

360

-0.69%

154'-30" HDPE @ 0.40%

365

126'-30" HDPE @ 0.40%

360

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

365

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

355 163'-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

100

NO.

DATE

REVISION

BY

CHKD.

APVLS.

ED

( IN FEET ) 1 inch = 50 ft.

C

HA

NS

200

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 065.020-01-040.221 TOWN LOT 6, 7, 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"=50'

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

350 1+77

E

9+00

EXISTING MANHOLE STA. 8+24 RIM=369.56 INV IN=363.96 (30") INV IN=363.96 (12") 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=360.76 (8") INV OUT=360.66 (8")

350 0+00

C

355

APPROVALS

ST

153'-8" PVC @ 0.39%

260'-8" PVC @ 1.23%

360

355

MI

360

+/- 6' EXCAVATION

165'-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

20'

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"

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

PLAN VIEW 1'-0"

I.D. "A"

"A"

SEE NOTE 3

PIPE DIA.

DIM. "A"

UP TO 18"

12"

18" TO 36"

18"

OVER 36"

24"

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 20' 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"

R=30' SEE NOTE 3 P.C.

CAPPED END

EXPANSION JOINT (TYP.) 6"

1-1/2"

SUBBASE TYPE 2 (2 - 6" LIFTS)

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

BY

CHKD.

APVLS.

H

REVISION

ED

DATE

NS

NO.

C

PR

0 9 6 1 84

OF E

AL S S I ON

Civil Engineering

DRAWN BY

L I CE

TE EL O R I T Y HA

TITLE OF PROJECT

W.T.A.

O F N EW

RK O IE

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 065.020-01-040.221 TOWN LOT 6, 7, 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

AS NOTED

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' ON UPSTREAM 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

GRADE

WATER MAIN

CL 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)

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

REBAR (TYP) 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

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

BY

CHKD.

APVLS.

H

REVISION

W.T.A.

0 9 6 1 84

OF E

AL S S I ON

TITLE OF DRAWING

J.S.F. TOPO/BASE

Landscape Architecture

G.L.R.

DETAILS PORTION OF TAX PARCEL 065.020-01-040.221 TOWN LOT 6, 7, 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

AS NOTED

BELLA TERRA SUBDIVISION SECTION 2

Land Surveying

BOUNDARY

I NE PR

Civil Engineering

DRAWN BY

ER ED

DATE

NS

NO.

C

L I CE

TE EL O R I T Y HA

TITLE OF PROJECT

W.T.A.

O F N EW

RK O IE

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