UTILITIES SHOWN HEREON WERE PLOTTED FROM A COMBINATION OF FIELD LOCATIONS AND RECORDS MAPS. SUB-GRADE UTILITY LOCATIONS WERE NOT VERIFIED DURING THE TIME OF THE SURVEY.
SUB-SURFACE UTILITIES ARE DEPICTED AT QUALITY LEVEL "C" AS DEFINED IN ASCE STANDARD 38-02.
1, MEAN HIGH WATER ELEVATION PER U.S. ARMY CORPS OF ENGINEERS IS 247.30 FEET BASED ON THE GREAT LAKES DATUM OF 1985. THE TRANSLATED CONVERSION TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 IS 247.23 FEET.
2. THE 100-YR (HIGH-RISK) FLOODPLAIN ELEVATION IS 253.0 FEET (NAVD 1988}
3. BEARINGS SHOWN ON THIS PLAN ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983; STATE PLANE COORDINATES- NEW YORK WEST ZONE (NAD 1983)
4. ELEVATIONS SHOWN ON THIS PLAN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988).
5. GROUND DISTANCES ARE SHOWN HEREON. 6. THE SURVEY BASELINE WAS ESTABLISHED USING AN AVERAGE OF THREE SEPARATE
OBSERVATIONS ON CONTROL POINTS, ALONG WITH A THREE AND A HALF HOUR STATIC SESSION TO CHECK ACCURACY. CARLSON BRx6+ GNSS RECEIVERS WERE USED TO SET
| ¢ | H | Lat | | | n | Qo / | Fn, oA | | © a | R) sol! | | wPe | rs | . X< 2 | =~ Oc/o | S$] Pq Per MISDOT Stogning Par-Railfoad Stationing PS], Biges | pac = = Saas wel! * aS | 8 i —- | S | | | ala | | i aan ee a » ; J = “Lp ey ll ee roe 1 oa] 1 ~ ~ Saige KES | tl | «, an No ST i i y | ‘ YS N | | 1 8 1S) ve : \ i \ r E : < ee : 1 ‘ 12 im E S03 S | | : i NON \ ‘ : sy r a eS : 5 | g N ‘ \ Nol Bi to Ss | i‘. - < * t i \ &: RERUUNCEUENNUTCTINE: L g P uate 5 i ere hae 2a Wood Landscape ey ae . = i Lae) Br cae hee Jaana nem. Ce | ! pe ? % CaN a \j b2f- ae | | 1 Bs Pee es. | a a : | i es ee 38.88 | ! } SY als ) | eal ae ; } ' NEG .y — NTS 2 a ee SS! | | SG 8 ui QS ; NS ; —~~+4| | aay x | PATS (3) ee js be tof: Oa en a en Iss'\ , Gravel § NY Driveway f ame 7? Sty E Hoo hey | | SS j Driveway: mt : a Dwelling 724.0 Sq ff 4 deck Lies | Ss; i fo preppy #46 4 975k OPES W ] tOW “Oy Ww pS, i \ E Amy 4 pss cargay i ud | | 5 ak i ‘ % ; POSSE 4 oh ; Bere | LS i si E 83 i ae rl Chingy ee bs | |S \ Lie x \,_ f-Board Fence iS ~~ Stackade.en 3 & an 2 < > oS ; eetevererrerrrrrererrerenry \ | (eek ofa. fe oT os: sen Ee : api R| i a8 rm | Coe i ee * ! s ' R= , Soyon : ‘AS 2 per aen g : >> : a ~y \S = { | le SS | ZH Py i" uy RCURERRURY ¥ { Sy Se FY 8 = | |S: ~ | $* ; 3 ~ 8 y iu KALLA RURCKRURERRURURE: | IS ~ B fi fl | is § IN ‘m —_ | |= S | | & % x : “jm i lip 8 a ee (ies iy : 3S 7 S Dy — [oth 2 re = S I Sc ee ek ee fie 2 Dit ; i | te 6) s : & Ww : | Is z IN g | | | | & § | re D a) 7 » | fi | i. g | te > | | | &| 5 : pe | | /
ABSTRACT OF TITLE:
THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE AND IS SUBJECT TO ANY EASEMENTS OR ENCUMBRANCES THAT AN UPDATED ABSTRACT OF TITLE MAY SHOW.
REFERENCES:
1. LIBER 11 OF MAPS, PAGE 75
1. LIBER 7026 OF DEEDS, PAGE 185 2. LIBER 11091 OF DEEDS, PAGE 534
A PORTION OF THE SURVEYED PARCEL FALLS WITHIN A SPECIAL FLOOD HAZARD AREA DESIGNATED AS ZONE "AE" PER FLOOD INSURANCE RATE MAP NO. 36055C0206G; EFFECTIVE AUGUST 28, 2008.
SITE DATA:
$.B.L. LOT NO. 63.090 - 01 - 13
46 LAKE ROAD (C.R. 1)
TOTAL SITE AREA = 13,244.4 SQ FT. OR 0.304 ACRES ZONING = WD (WATERFRONT DEVELOPMENT DISTRICT)
$ 225-22 WD WATERFRONT DEVELOPMENT DISTRICT:
THE CONTROL BASELINE; CONNECTED TO THE NEW YORK STATE CORS's NETWORK. MINIMUM LOT SIZE 18,000 SQUARE FEET FRONT SETBACK = 75 FEET SIDE SETBACK = 15 FEET REAR SETBACK = 25 FEET MAX BUILDING HEIGHT = 30 FEET MAX COVERAGE = 67 % VARIANCES:
THE FOLLOWING VARIANCES WERE APPROVED BY THE WEBSTER ZONING BOARD OF APPEALS ON FEBRUARY 23, 2021:
A 4.5' EAST SIDE SETBACK WHERE 15' |S REQUIRED.
A 4.5' WEST SIDE SETBACK WHERE 15' IS REQUIRED.
A 35' FRONT SETBACK WHERE 70'1S REQUIRED.
ALOT SIZE OF 13,244 S.F. WHERE 18,000 S.F.IS REQUIRED.
20 0 10 20 40 80
De ——
7?” = 20’
S 20°28 27" E
320.8'% TA f63.090-01-0121 N/F John J. Lefrois ond Heather Lefrois #42 Loke Road ~ CBRL en, 75 20085805", mm al cms, S 20°28'21" E 284A t/- \ A” ee = el de oeeiabik? 1 eee | See Sa eye ee ce cs ee N/E Raymond Nanni ag eee oe oy
ond Ronald Nanni #46 Lake Road
15.244.0 Sq ft g ? S 20°28'21" E 258.0 #/- p | wk ap } f e / mS : Hs A, f65.090-01-014.1 ( 2 N/E John A. Dwyer aki
P52 Loke Road
a)
MEAN HIGH WATER
Ba wo
247.23’ (NAVD 1988)
\g\ “eas /g, gg
MEAN LOW WATER
OLIVINO 4YV7
TOWN OF WEBSTER
LOCATION SKETCH N.T.S
/ 243.23’ (NAVD 1988) WATERS EDGE APPROXIMATELY 150’ FROM MEAN LOW WATER M2822 ADDRESSED NYSDEC COMMENTS. GWM W922 ADDRESSED NYSDEC COMMENTS GWM DATE REVISIONS BY:
CERTIFICATION
\ \ / hereby certity to the parties fisted here under that this map was made using the reference material listed
hereon and the notes of an instrument survey performed in accordance with the current standards of the New York State Association of Professional Land Surveyors completed on August 13, 2020.
j p Y
g.
DRAWING ALTERATION
THE FOLLOWING IS AN EXCERPT FROM THE NEW YORK STATE EDUCATION LAW, ARTICLE 145, SECTION 7209 AND APPLIES TO THIS DRAWING
"IT IS A VIOLATION OF THIS LAW FOR ANY PERSON UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING
THE SEAL OF A LICENSED ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY” FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION ",
\itred J love, NYS PLS $# 046558
ENGINEERS AND SURVEYORS
822 HOLT ROAD
WEBSTER, NY 14580 (585)-436-1080 WWW.MCMAHON-LARUE.COM
CLIENT:
RAYMOND C NANNINI & RONALD NANNINI
46 LAKE ROAD WEBSTER, NY 14580
PROJECT:
46 LAKE ROAD
TOWN OF WEBSTER
DRAWING:
EXISTING SITE PLAN
PART OF TOWN LOT 73 TOWNSHIP 14, RANGE 7 GORE TRACT PHELPS AND GORHAM PURCHASE TOWN OF WEBSTER, MONROE COUNTY STATE OF NEW YORK DESIGNED BY: MAK DRAWN BY: MAK CHECKED BY: GWM SBL. & 63.09 ~ 01 — 13.1 PROJ. NO: 2020-017 DATE: FEBRUARY 3, 2021 SCALE: 1 INCH = 20 FEET SHEET CADD FILE: 1 o 2 1230-01
COPYRIGHT© by McMahon LaRue Associates P.C. 2021