4.
NYS DOT ROCHESTER REGION 4
585-753-7793
MIN. FRONT YARD SETBACK (FT)
50
5.
ROCHESTER GAS AND ELECTRIC EAST ELECTRIC
585-694-5999
MIN. SIDE YARD SETBACK (FT)
20
6.
ROCHESTER GAS AND ELECTRIC EAST GAS
585-771-6814
7.
TOWN OF WEBSTER SEWER
585-265-0505
75
S
OH
GRID
GM
437
ASPHALT
430
429
431
ASPH.
43
3
3 1.8 42
AN "S 12
4'W x 6'H BOX CULVERT
INV=423.89
7 1.9 42
25
PER N.Y.S.D.E.C. FRESHWATER WETLANDS MAP THERE ARE NO D.E.C. WETLANDS IN THE PROJECT AREA.
6.
PER NATIONAL WETLANDS INVENTORY MAP THERE ARE FEDERAL WETLANDS IN THE PROJECT AREA
7.
LOCATED AT THE SOUTHEAST CORNER OF THE SUBJECT PROPERTY IS A N.Y.S. DEC CLASS C STREAM REGULATION 847-575.6 PER THE ENVIRONMENTAL MAPPER.
8.
THE SUBJECT PROPERTY HAS HAS DIRECT ACCESS TO HATCH AND RIDGE ROADS, BOTH PUBLIC DEDICATED RIGHTS-OF-WAYS.
9.
THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE PROPERTY DESCRIBED IN THE COMMITMENT FOR TITLE INSURANCE PREPARED BY CHICAGO TITLE INSURANCE COMPANY DATED OCTOBER 21, 2024, HAVING TITLE NO. 2416-1090EC. EASEMENTS, COVENANTS AND RESTRICTIONS REFERENCED IN SAID TITLE COMMITMENT OR APPARENT FROM PHYSICAL INSPECTION OF THE SITE OR OTHERWISE KNOWN TO ME HAVE BEEN PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON THE SUBJECT PROPERTY. THE LEGAL DESCRIPTION FORMS A MATHEMATICALLY CLOSED FIGURE.
432
P CM CH
DRU MM RD.
ALS TYN E RO AD
EXISTING SANITARY SEWER, & MANHOLE.
D
EXISTING DRAINAGE SEWER, FIELD INLET, INLET MANHOLE, MANHOLE, & END SECTION.
OH
OH
EXISTING OVERHEAD UTILITIES
T
T
EXISTING TELEPHONE
UG
UG
G
G
EXISTING UNDERGROUND UTILITIES EXISTING GAS
E
E
EXISTING ELECTRIC
EXISTING SWALE ,
X
,
BARBED WIRE,STOCKADE,CHAIN LINKED FENCE
410
EXISTING CONTOUR
x 420.4
EXISTING SPOT ELEVATION @ X CONCRETE PAD/ CONCRETE SIDEWALK
REFERENCES
ALL THAT TRACT OR PARCEL OF LAND SITUATE IN THE TOWN OF WEBSTER, COUNTY OF MONROE AND STATE OF NEW YORK BEING LOT 2 AS SHOWN ON THE COUNTRYMAX-WEBSTER SUBDIVISION AS SHOWN ON A MAP FILED IN THE MONROE COUNTY CLERK'S OFFICE IN LIBER 358 OF MAPS AT PAGE 81.
1.
MAP ENTITLED "COUNTRYMAX - WEBSTER SUBDIVISION PLAT", PREPARED BY BME ASSOCIATES, HAVING PROJECT NO. 2534, DATED MAY 2018, AND IS ON FILE AT THE MONROE COUNTY CLERK'S OFFICE AT LIBER 358 OF MAPS PAGE 81.
2.
TITLE REPORT PREPARED BY CHICAGO TITLE INSURANCE COMPANY, HAVING TITLE NO. 2416-1090EC, DATED OCTOBER 21, 2024.
3.
THE DEEDS AS SHOWN ON FILE IN THE MONROE COUNTY CLERK'S OFFICE.
SURVEY NOTES 1.
TOPOGRAPHY SHOWN FROM A FIELD SURVEY BY COSTICH ENGINEERING ON 6/10/2024 HORIZONTAL AND VERTICAL DATA OBTAINED THROUGH NYSDOT CORS NETWORK REFERENCED TO THE FOLLOWING MONUMENT PITTSFORD CORS STATION -LATITUDE: 43-05-35.48461 (N) NAD 83 (CORS) -LONGITUDE: 077-31-31.11244 (W) -ELLIP HEIGHT: 113.481 METERS NAVD 88 (CORS)
ALL THAT TRACT OR PARCEL OF LAND, SITUATE IN THE PHELPS AND GORHAM PURCHASE, TOWNSHIP 13, RANGE 4, TOWN LOT 60, TOWN OF WEBSTER, COUNTY OF MONROE AND STATE OF NEW YORK, BOUNDED AND DESCRIBED AS FOLLOWS:
CERTIFICATION
BEGINNING AT THE INTERSECTION OF THE SOUTHERLY RIGHT-OF-WAY LINE OF RIDGE ROAD NEW YORK STATE ROUTE 404 (66' RIGHT-OF-WAY), WITH THE WESTERLY RIGHT-OF-WAY LINE OF HATCH ROAD (49.5' RIGHT-OF-WAY); THENCE
WE, COSTICH ENGINEERING, D.P.C., HEREBY CERTIFY T0:
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6a, 6b, 7a, 7b1, 7c, 8, 9,11a,13,14,16,17, 18 AND 19 OF TABLE A THEREOF.
UNOBSTRUCTED FLOW OF CREEK
INV=426.95
SCHEDULE B-II ITEM #8
CONCRETE HEADWALL
8'W
AR
S
EXISTING GUARD RAIL
(2) S 88° 47' 00" W, A DISTANCE OF 300.00 FEET TO A POINT; THENCE
1
W
6'H x
EXISTING WATER MAIN, VALVE, & HYDRANT.
(1) S 01° 13' 00" E, ALONG SAID WESTERLY RIGHT-OF-WAY LINE OF HATCH ROAD, A DISTANCE OF 310.62 FEET TO A POINT; THENCE
(3) N 01° 12' 59" W, A DISTANCE OF 290.64 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF RIDGE ROAD - NEW YORK STATE ROUTE 404; THENCE
423.52
THIS MAP WAS PREPARED FROM NOTES OF AN INSTRUMENT SURVEY COMPLETED ON JUNE 10, 2024 AND FROM THE REFERENCE(S) LISTED HEREON. NO SEARCH OF RECORDS, OTHER THAN THOSE REFERENCED, WAS MADE FOR EASEMENTS OR ENCUMBRANCES AFFECTING THIS PARCEL.
(4) N 84° 58' 21" E, ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE OF RIDGE ROAD - NEW YORK STATE ROUTE 404, A DISTANCE OF 300.65 FEET TO THE POINT AND PLACE OF BEGINNING. ALL AS SHOWN ON AN INSTRUMENT SURVEY ENTITLED "COUNTRYMAX – WEBSTER SUBDIVISION, MAP OF A SURVEY OF LOT 2 & OTHER LANDS," PREPARED BY BME ASSOCIATES, HAVING DRAWING NO. 2534-200, DATED MAY 13, 2024 AND LAST REVISED MAY 17, 2024.
2 3.6 42 INV=421.14
TG=428.92
Y D
4
12" SANITARY
42 9
422.02
LANDSCAPING
ASPHALT
434
433 434 432
433
LANDSCAPING LANDSCAPING
5.
WV W
THE ABOVE TWO PARCELS BEING MORE MODERNLY DESCRIBED TOGETHER AS FOLLOWS:
35 MPH
12" HDPE
METAL SWING GATE
ROAD
430
JACKSON
ASPHALT
E DP
ROAD
AT THE TIME OF SURVEY THERE WAS NO EVIDENCE OF CEMETERIES OR GRAVE SITES ON THE SUBJECT PROPERTY.
429
43
SHOECRAFT
4.
BEGINNING AT THE INTERSECTION OF THE CENTER LINE OF RIDGE ROAD WITH THE CENTER LINE OF HATCH ROAD, AND RUNNING THENCE WESTERLY ALONG THE CENTER LINE OF RIDGE ROAD EIGHTY-NINE AND TWENTY-SEVEN ONE-HUNDREDTHS (89.27) FEET TO A POINT; THENCE SOUTHERLY ONE HUNDRED SEVENTY-EIGHT AND FORTY-NINE ONE-HUNDREDTHS (178.49) FEET TO A POINT; THENCE EASTERLY EIGHTY-FIVE AND EIGHTY-FIVE ONE-HUNDREDTHS (85.85) FEET TO THE CENTER LINE OF HATCH ROAD; THENCE NORTHERLY ON HATCH ROAD ONE HUNDRED EIGHTY-ONE AND TWELVE ONE-HUNDREDTHS (181.12) FEET TO THE PLACE OF BEGINNING.
RGE 2
3
430 WOOD GUIDE RAIL
ROAD
G
9
430
GRAVEL
N 1169085.48 E 1441241.76
W
15" HDPE
3 .9
428
8" PVC
G
425
INV=421.89
6" PVC
AT THE TIME OF SURVEY THERE WAS NO EVIDENCE THAT THE SITE IS OR WAS USED AS A SOLID WASTE DUMP OR SANITARY LANDFILL.
424
423.99 42
"H
426
42
4 29
428
TG=428.09
BRUSH 427
10.6'
300.00'
S88° 47' 00"W
429
S
428
N.Y.S. DEC CLASS C STREAM REGULATION 847-575.6 PER ENVIRONMENTAL MAPPER
428
3.
SECTION/PARCEL BOUNDARY MIN. BUILDING SETBACK CENTER LINE EXIST. EASEMENT LINE EXIST. RIGHT-OF-WAY LINE EXIST. EDGE OF PAVEMENT
ALL THAT TRACT OR PARCEL OF LAND, SITUATE IN THE TOWN OF WEBSTER, COUNTY OF MONROE AND STATE OF NEW YORK, BEING PART OF LOT 60, TOWNSHIP 13, RANGE 4, BOUNDED AND DESCRIBED AS FOLLOWS:
OH
427
AT THE TIME OF SURVEY THERE WAS NO SIDEWALK CONSTRUCTION OR EVIDENCE OF STREET WIDENING.
G
W
S
RIP-RAP VENT
2.
LINE LEGEND
G
W
0 43
RIM=430.39 INV=423.64
429
427
AT THE TIME OF SURVEY THERE WAS NO EVIDENCE OF EARTHWORK, BUILDING CONSTRUCTION OR ADDITIONS.
422.41
163.28'
430
CONCRETE
MILE LINE
G
S
9
SCHEDULE B-II ITEM #3
3
43 2
SCHEDULE B-II ITEM #5
SANITARY SEWER EASEMENT TO THE TOWN OF WEBSTER PER LIBER 358 OF MAPS PAGE 81
6 42 RIM=429.69 FULL OF WATER BOTTOM=422.69
43
20' WIDE WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY PER LIBER 9189 PAGE 221
422
1.
RIM=433.45
SCHEDULE B-II ITEM #3 431
42
423.86
WOODS
6
8
42 423
APPROXIMATE LOCATION OF FEDERAL WETLAND R4SB PER NATIONAL WETLAND INVENTORY
42
0
9 3.
42
424
42 7
NOT TO SCALE
715 RIDGE ROAD, TOWN OF WEBSTER, NEW YORK (TAX ID NO. 079.17-1-79):
G
E DP
425
LOCATION SKETCH
4
OH
290.64'
"H
42
TRANSFORMER
ROAD
TELE.
711 RIDGE ROAD, TOWN OF WEBSTER, NEW YORK (TAX ID NO. 079.17-1-78.111):
OH
15
15' WIDE WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY PER LIBER 12284 PAGE 491
5
D
423.32
5 43
43
75' REAR SETBACK
425
T
PLANK
TOWN OF WEBSTER TOWN OF PENFIELD
SCHEDULE A - PARCEL DESCRIPTION
421.76
423
TRAFFIC PULL BOX
D
RIP-RAP
435
434
422
12
6
W
424
TR
43
436
423
N/F FARMINGTON LAWN CARE, INC. T.A.# 079.17.17-1-78.121 695 RIDGE ROAD LIBER 12242 PAGE 56 LOT 1 LIBER 358 OF MAPS PAGE 81
7 43
OH
38.4'
24.7'
425
BUSH
ROA
TREE,HEDGE,EDGE OF WOODS
ROAD
426
W
43.5'
43.3'
TWO STORY BLOCK/FRAME GARAGE FF=438.70 ROOF=460.0 1,079 SQ. FT.
S01° 13' 00"E
GRAVEL
WOODS
424
OH
39.4'
25.1'
427
UTILITY BOARD
RGE 1
(49.5' WIDE)
PARCEL I AREA = 1.861 ACRES
428
RIM=430.78
43
HATCH
23.4'
12"
PULL BOX
PROJECT LOCATION
GENERAL NOTES
W
36"
12" SANITARY
1
43
ASPHALT
8
61.08'
N86° 35' 56"E
9
43
OH
6 26"
430
429
S
W APPROXIMATE LOCATION 12" WATER MAIN
50' FRONT SETBACK
43
433
8
TREE CONIFEROUS
TELEPHONE PULL BOX
N
440
147.34'
145.45'
9 43
7
32"
GUY WIRE
WV
W
6.1'
43
435
432
N01° 12' 59"W
20' SIDE SETBACK
9.8'
48"
SCHEDULE B-II ITEM #3
Y D
21.4'
PORCH
TREE DECIDUOUS
FIVE
WV
8.0'
BLOCK RETAINING WALL
BURIED CONCRETE FOUNDATION
RIM=440.18 BOTTOM=420.46 ABANDONED?
PARCEL II AREA = 0.210 ACRES
439
STOP BAR
STOP
UTILITY POLE
H
2 STORY BLOCK/FRAME GARAGE FF=441.66 LOWER LEVEL=433.80 ROOF=451.6 415 SQ. FT.
N/F HATCH ROAD PARTNERSHIP T.A.# 079.17-1-78.111 711 RIDGE ROAD LIBER 9567 PAGE 181 LOT 2 LIBER 358 OF MAPS PAGE 81
HANDICAP
ELECTRIC PULL BOX
APPROXIMATE LOCATION 4" GAS MAIN G G
440
3 STORY BLOCK/FRAME HOUSE FF=443.16 977 SQ. FT.
43
SANITARY SEWER EASEMENT TO THE TOWN OF WEBSTER PER LIBER 358 OF MAPS PAGE 81
TURNING ARROW
CABLE TV PEDESTAL
. VD L B
SCRIBENER ROAD
N/F HATCH ROAD PARTNERSHIP T.A.# 079.17-1-79 715 RIDGE ROAD LIBER 9567 PAGE 186
35.0'
19.0'
32"
430
SCHEDULE B-II ITEM #6
PEAK ELEV=473.31
TBACK 50' FRONT SE 431
10' WIDE WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY PER LIBER 9189 PAGE 226
29.3'
29.0'
434
432
GV
G
436
21.0'
21.9'
21.8'
437 435
W
8" RCP
438
439
WATER METER
ELEC.
OH
18.9'
440
W
W
435
PORCH
440
H
10"
WOODS
436
SCHEDULE B-II ITEM #3
41.0'
7 43
15' WIDE WATER MAIN EASEMENT TO MONROE COUNTY WATER AUTHORITY PER LIBER 12284 PAGE 491
CONCRETE CURB
31.7'
ASPH. 2.5'
ASPHALT
0 44
W
W
S01° 13' 00"E
"E OXIMATWE LOCATION 8" WATER MAIN N8W4° 58' 21AP PR
439
G
W
S02° 16' 14"E
438
OH OH
236.81'
W
SIGN
RIDGE
ROAD
BRUSH
WM
SIGN
HYDRANT
OH
W
OH
Y
SIGN
WATER SERVICE
OH
WV
63.84'
N84° 58' 21"EW
MB
W
OH
#715
RGE 64 Y D RTC 229-1.5
TR
OH
STREET SIGN
RGE 64 RTC 230
OH
W
OH #711
OH
OH
W RGE 62
W
8" RCP
W
W
MB
OH
GRAVEL
RGE 63 FTR 237
W
WV
WV
H
W W
W
WV
WV
WV
W
W IN 8" WATER MA E LOCATION W APPROXIMAT
WS
POST
WATER VALVE
SIGNAL POLE
WV
(66' WIDE) OH
BOLLARD
GAS METER WV
Y
IRONDEQUOITWAYNECOUNTYEXPRESSWA ROUTE 104 N.Y.S.
MB
GAS SERVICE
GM
C
POINT OF BEGINNING
E
OH
EXISTING SIGNAL
G
GS
MAILBOX
G
439
UTILITY POLE WITH LIGHT
PUBLISHER'S PARKWAY
HATCH
W 438
CLEAN OUT
AD RO
G
UTE 404 O R . .S .Y N RIDGE ROAD
LIGHT POLE
H
441
G
GV
SANITARY MANHOLE
BAY
G
8. RIGHTS OF OTHERS TO THE NATURAL AND UNOBSTRUCTED FLOW OF THE CREEK CROSSING PREMISES AT SOUTHEAST CORNER OF 711 RIDGE ROAD. -CREEK SHOWN ON MAP
G G
440
S
GAS VALVE
7. SANITARY SEWER (20') GRANTED TO TOWN OF WEBSTER BY INSTRUMENT RECORDED IN THE MONROE COUNTY CLERK'S OFFICE IN LIBER 3628 OF DEEDS, AT PAGE 54. -DOCUMENT NOT PROVIDED.
440
G
8" GAS MAIN E LOCATION G APPROXIMAT G
LAMP POST
C.O.
G
NO #
MANHOLE
GV
6. EASEMENT GRANTED TO MONROE COUNTY WATER AUTHORITY BY INSTRUMENT DATED JULY 14, 1999, AND RECORDED JULY 21, 1999, IN LIBER 9189 OF DEEDS, AT PAGE 226. -EASEMENT IS SHOWN ON MAP. RGE 64A
PEDESTRIAN POLE
MH
RIM=436.22
419.07
MIN. REAR YARD SETBACK (FT)
5. EASEMENT GRANTED TO MONROE COUNTY WATER AUTHORITY BY INSTRUMENT DATED JULY 14, 1999, AND RECORDED JULY 21, 1999, IN LIBER 9189 OF DEEDS, AT PAGE 221. -EASEMENT IS SHOWN ON MAP.
VAN
35
RO AD
MAX. BUILDING HEIGHT (FT)
END OF PIPE
L
585-442-2000 x285
GR AVE
MONROE COUNTY WATER AUTHORITY
ROAD
KLEM
TELEPHONE PEDESTAL
DRI VE
3.
END SECTION
EM PIR E
150
LE
MIN. LOT WIDTH (FT)
MAP
585-777-8523
ROAD
KLEM
AD
FRONTIER TELEPHONE OF ROCHESTER
TELEPHONE MANHOLE
T TP
RO
2.
CATCH BASIN
ELECTRIC METER
ROAD
20%
12" SANITARY 418.95
MAX LOT COVERAGE
EM
INLET DRAINAGE MANHOLE
4. EASEMENT GRANTED TO MONROE COUNTY WATER AUTHORITY BY INSTRUMENT DATED JULY 12, 1999, AND RECORDED JULY 12, 1999, IN LIBER 9184 OF DEEDS, AT PAGE 671. -EASEMENT IS LOCATED ON THE PARCEL TO THE SOUTH AND WEST OF SUBJECT PARCEL, EASEMENT DOES NOT AFFECT SUBJECT PARCEL.
317-575-7800 x2
AKE
SHOEM
D
CHARTER COM NORTHEAST WESTERN NY
ROA
1.
ELECTRIC MANHOLE
E
BAY
REQUIRED 45,000
MIN. LOT AREA (SF)
DRAINAGE MANHOLE
D
HE RORMA AD N
N D R ROA
HARD
2. BULK REQUIREMENTS:
3. EASEMENTS AS SHOWN ON SUBDIVISION MAP FILED IN LIBER 358 PAGE 81. -EASEMENTS SHOWN ON MAP.
ROAD
LA
D EW ITT
UTILITY INFORMATION PER UFPO DESIGN TICKET # 05304-001-486-00 DATED MAY 30, 2024
OS KE V
IRONDEQUOIT BAY
1. EXISTING ZONING: MC (MEDIUM-INTENSITY COMMERCIAL DISTRICT)
By graphic plotting only, this property is in Zone X of the Flood Insurance Rate Map No. 36055C0228G Community Panel No. 360436, Town of Webster, which bears an effective date of 8/28/2008, No field surveying was performed to determine this zone and an elevation certificate may be needed to verify this determination or apply for a variance from the Federal Emergency Management Agency.
G
BUR
LAKE ONTARIO
SYMBOL LEGEND
SCHEDULE B - SECTION II
FLOOD NOTE:
D
UTILITY INFORMATION
WHITING ROAD
SITE DATA
E 15" HDP
05-13-2025
Daniel T. Hickok, N.Y.S. L.S., No. 050449 PROJECT MANAGER
COPYRIGHT © 2025 COSTICH ENGINEERING, D.P.C.
DATE
REVISION
BY
CHKD.
APVLS.
N
A NO.
S
ED
O. 0 5 0 4
L AND
49
R SU
V
Landscape Architecture
G.L.R. DATE
SCALE
1"=30'
711 & 715 RIDGE ROAD
Land Surveying
G.M.S.
6/14/2024
FINGERLAKES FCU
TITLE OF DRAWING
BOUNDARY
R
.S .N
L
( IN FEET ) 1 inch = 30 ft.
G.M.S.
TOPO/BASE
EN
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.
120
DRAWN BY
YO
60
Y
E
30
ST
15
DA
0
I
Civil Engineering
K
30
T E E L T. H I C
TITLE OF PROJECT
D.T.H. RK O OK
GRAPHIC SCALE
OF NEW
LIC
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.
Costich Engineering
217 Lake Avenue Rochester, NY 14608 (585) 458-3020
ALTA/NSPS LAND TITLE SURVEY LOCATION OF PROJECT
TAX PARCEL NO. 079.17-1-79 & 78.111 TOWN LOT 60, TOWNSHIP 13, RANGE 4, PHELPS & GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK CLIENT
PWCAMPBELL ATTN JASON STRAYLEY 109 ZETA DRIVE PITTSBURGH, PENNSYLVANIA 15238
DWG. #
9444