SHALLOW CREEK TRAIL
N
GRID
VERDE WAY (60.0' WIDE R.O.W.) 23+00
24+00
25+00
'
4"W 182.4
8'
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.
"LMR" LOW-MEDIUM RESIDENTIAL DISTRICT
2.
065.002-01-04.220
3.
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.
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
91
0
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
=N
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
"W
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
97
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
3'
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.
0
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
3
∆=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'
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.
9'
0 3°
8"E
STREET
N56° 50' 52"E 20.00'
8'
.0' 20
S88° 19' 06"W 187.60'
142.83' LOT 231
PROPOSED 20' STORM SEWER EASEMENT TO THE TOWN OF WEBSTER
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'
141.98'
21+00
S01° 42' 25"E 1052.32'
64.82'
64.82'
N
ROAD
64.82'
64.82'
64.82'
60.00'
142.26'
67.35'
64.82'
T.P. 9164 (MCGS)
15.0'
64.82'
S01° 42' 25"E 1254.31' 64.82'
APPROXIMATE LOCATION 20' WIDE SANITARY SEWER EASEMENT TO THE TOWN OF WEBSTER PER LIBER 8299 PAGE 109
LOT 248
THE MEADOWS
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
ROAD
ROAD
(66' WIDE R.O.W.)
64.82'
64.82'
64.82'
64.82'
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.
40 FT.
5 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
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.
BY:
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
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
TOPOGRAPHIC SURVEY WAS CONDUCTED ON MAY 11, 2023.
DATE:
2.
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:
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 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
1.
EASEMENT DIMENSION
I
REFERENCES
XX.XX'
Daniel T. Hickok, N.Y.S. L.S., No. 050449
FIRE MARSHAL
3.
8.
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
THAT THIS MAP WAS PREPARED FROM NOTES OF AN INSTRUMENT SURVEY COMPLETED ON MAY 11, 2023 AND FROM THE REFERENCE(S) LISTED HEREON. NO SEARCH OF RECORDS, OTHER THAN THOSE REFERENCED, WAS MADE FOR EASEMENTS OR ENCUMBRANCES AFFECTING THIS PARCEL.
County Highway Superintendent For the Monroe County Monumentation Law
E
7.
TOWN ASSESSOR
EN
ALL DISTANCES SHOWN ON THIS MAP ARE REFERENCED TO THE GROUND.
BY:
LI C
6.
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:
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:
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
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
-
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
4.
EXIST. ADJOINING PROPERTY LINE
CERTIFICATION
N
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.
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
2.
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.
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
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