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
5'
W ' 55" ° 46 S66 6.87' 26
34
3.8
32
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
8'
7.4 13
∆=7°56'43" R=370.00' L=51.31' CHD=N52°36'37"W 51.27'
25
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
'0
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°
"W
'
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
2"
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
32
05'
32.88'
W 20" 04' 9' 4° S5 257.1
BELLA TERRA SECTION 1
0'
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'
04
W
W 1"
1"
'0
'0
04
W 7" '2 05 8' 1° 4.1 S4 32
9°
9°
S88° 56' 38"W 113.58' 113.58'
'
13
'
53 8.
1. 21
22
8"W '3 03 ' 9° .38 S4 231
1.
"LMR" LOW-MEDIUM RESIDENTIAL DISTRICT
2.
065.002-01-04.220
3.
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.
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.
40 FT.
i. MINIMUM DRIVEWAY SEPARATION
5 FT.
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'
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
33
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
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
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
2.
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.
3.
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.
4.
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.
5.
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:
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:
PLANNING BOARD CHAIRPERSON
BY:
6.
TOWN HIGHWAY SUPERINTENDENT
EXIST. EDGE OF PAVEMENT EXISTING UTILITY POLE, GUY ANCHOR & POLE W/LIGHT
2.
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.
COPYRIGHT © 2023 COSTICH ENGINEERING, D.P.C.
GRAPHIC SCALE 40
0
20
80
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
1.
EASEMENT DIMENSION
I
REFERENCES
XX.XX'
Daniel T. Hickok, N.Y.S. L.S., No. 050449
FIRE MARSHAL
3.
8.
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
7.
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.
TOWN ASSESSOR
LI C
6.
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
5.
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)
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:
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MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH MONROE COUNTY SURVEYORS OFFICE:
N
4.
EXIST. ADJOINING PROPERTY LINE
WE, COSTICH ENGINEERING, D.P.C., HEREBY CERTIFY T0
DA
3.
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
2.
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
1.
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