SITE DATA:
$.B.L. LOT NO.: 66.03-01-046
ADDRESS: 743 COUNTY LINE ROAD ACCESSORY STRUCTURE: CODE: REQUESTED: LANDOWNER. KIRK W, and SHERRY L. WILLIS TITLE RECORD: LIBER 10040 of DEEDS, PAGE 400 SIDE YARD: 15 FT. 5.5 FT. . ~ I TOTAL SITEAREA= —91,129,3 SQ.FT. ~s j 2.092 ACRES to R.O.W. _ tD, = ZONING DISTRICT = LL - LARGE LOT SINGLE FAMILY RESIDENTIAL DISTRICT ‘ 6) % LIMIT OF: FOURMILE | bone 7 \, > DIMENSIONAL CONSTRAINT: REQUIRED. _—EXISTING PROPOSED: CREEK FLOODWAY otk 1 SITE NOTES: ‘Le 5 FRONT YARD 75 FT. 25.6 FT | a 5 4 kh O REAR YARD 60 FT > 60 FT v us a <] 1. APORTION OF THE PROPOSED WORK IS |‘). m SIDE YARD: QI wae E -} LOCATED WITHIN THE SPECIAL FLOOD SS Y STRUCTURE 15 FT. 16.0 FT. aa 420" ic EXISTING <| HAZARD AREA PER FIRM NO. ‘= DRIVEWAY 5 FT. “1.4 FT ral a 5 2 STORY -| 36055C0232G, EFFECTIVE 8/28/2008. > MAX. HEIGHT 30 FT. in y - FRAME HOUSE “| 2. TO COMPLY WITH NFIP REQUIREMENTS, | ® MIN. LOT SIZE 3.000 AC. 2,092 AC. =| / 5 1205 SQ.FT. AREA 2} THE PROPOSED BUILDING WILL n > MIN. LOT WIDTH 250 FT. 209,84" 4 | ro E- FF ELEV.= 422.9 “| REQUIRE FIVE (5) ICC-ES CERTIFIED © ii a g “| FLOOD VENTS; MODEL 1540-510,O0R = ACCESSORY STRUCTURE. | / E AALAVALLLALSY SIMILAR. c Dd MAX. SIZE 2% LOT AREA.: 1822 SQ.FT 431 SQ.FT. 848 SQ.FT. nen ra SADARARDRBORE 7 1 3. NOWORK SHALL OCCUR WITHIN THE Z| CO MAX. HEIGHT 20 FT. < 20 FT. < 20FT. 1 E- q REGULATED FLOODWAY OF FOURMILE : SIDE YARD: 15 FT. 4.8 FT. 5.1 FT. i 5 a CREEK. ~~ Ty Cc 4 | 4, ALL UTILITIES SHALL BE ELEVATED — AREA OF DISTURBANCE: 1537 SQ.FT., 0.035 ACRES [3 Co to ABOVE THE DESIGN FLOOD ELEVATION =< ETE ! as 4 6.1'x16.0" 5 OF 421.5 FEET. m CONCR! | f “ RCH L REGULATED FLOODPLAIN ELEV.'S: PAD i rE 4 PO \ % a) 100-YR. FLOODPLAIN = 419.5 |! LE q | O DESIGN FLOOD ELEV. = 421.5' |! E q : PROPOSED F.F.E. = 420.7" } E q ! nat f } a 4 1 % — { iC VARA BASALARAL AA Le -— 4 g ar® SS 1 7 ri ln Coe \ a 20 a , 420 | S.6x7.9' [- ye \ ; PORCH a EXISTING 431 SQFT. | E B.00' ¢ FRAME GARAGE | | ‘ o TO BE REMOVED eee LIMIT OF 100 YEAR | AE FLOOD ZONE L A ASPHALT DRIVE AS PLOTTED FROM > FLOODPLAIN MAPPING an | ey VAN 33 ee 20- 45 geTBAct — Se 1 —_- ‘ - _ a : NN nen Tn PROPOSED FLOOD VENTS (5) @ 200 SQ.FT/VENT =
1000 SQ.FT. COVERAGE
PROPOSED GARAGE SITE PLAN
Address 745 COUNTY LINE ROAD
McMahon LaRue Associates
ENGINEERS AND SURVEYORS
—
—_ ‘
—_ — — ~ ‘SURVEY CONTROL NOTES:
-ELEVATIONS SHOWN ARE REFERENCED TO NAVD 1988. GEOID MODEL 2018.
0 10 20 30
1” = 10°
Town WEBSTER
Lot_No. Reference Data Liber
Subdivision
of Maps Page Liber 10040 of Deeds Page 400 Client KIRK WILLIS
822 HOLT ROAD
WEBSTER, NY 14580 (585)-436-1080 WWW.MCMAHON-LARUE.COM
Absiract By NO ABSTRACT PROVIDED
py JAT pate 2/6/24 Scale 1"= 50 No. 66.03—01—046
BY) N o REBAR IN POLE AND WIRE EASEMENT TA.# 66.03-1-44 = CONCRETE TO R.G.& E. AND R.T.C. PER N/F 4199 WEST HENRIETTA ROAD LLC c r N0.00 LIBER 6280 OF DEEDS PAGE 20 COUNTY LINE ROAD = E.0.00 Pr) #£ ~ . —_—_ ¥ % PP. / os Ld ¥ ¥ ¥ ¥ Nv J ¥ I pp N 828° 33' 47" E pp b iw OP ERENCES ow ig oF 3 lt ——— | « a B= aalinalaan - —o plier Mier == — TT zio7 1° e) 1. MAP SHOMNG PROPERTY OF UNCON HLL VOLUNTEER FIREMENS ASSOCIATION BY RONALD ——— 413.48' Meas. La KREIUNG LL ORANG NO. 76-48 LIMIT OF FOURMILE (412.5 Deed Ref, 3 & 5) a <_ 2. L337 M07 KIMBALL 6EH SUBOMSION Es CREEK FLOODWAY a J 3, L315 P6 FILEERT PROPERTY | z O 4, L406 P502 MAP OF CORDEN BEH PROPERTY ie) [ a DEEDS: | z ‘ mM 1. UBER 4915 OF DEEDS, PAGE 292 TAY 47 o 2. UBER 6280 OF DEEDS, PAGE 20 EASEMENT TO RGAE. & RIC. TA #f 44 = = 3, UBER 5667 OF CEEDS, PAGE 183 TAY 44 = 3 S bs 4, UBER 2664 OF DEEDS, PACE 213 TAP 45 FOUR MILE CREEK $ g | io 5, UBER 10040 OF DEEDS, PAGE 400 TAY 46 oa ? = 6 UBER 2181 OF DEEDS, PAGE 382 TAj 47 = Ko oa So o Mi & , (7 @ * | AREA: 8 oO} 2 a m 8 2 Ng 91,129.3 Sq.Ft, 2.092 Acres to R.O.W. “E 21% © Om, Sls a 97,967.6 Sq.Ft., 2.249 Acres to CL o/s = 9 Y DECK 7 ; = cow > o *_ - a ater dt SDSEASSRMARLEEL | 5z% R)S FF 2 STORY = m 5 Oo TOF ae OG a af = FR, HOUSE » LIM = ge => cB & ® 2 FOURMILE CREEK & ez22 wo] o &: #743 Ny fo mu] a2? =| og FLOODWAY astu = om — sty 23 OQ “38 \ ih & HSE. & mM °S LIMIT OF FOURMILE 33 = 5 CREEK FLOODWAY y a = = | aq | 6.1'x16.0" ~e " O *4 | PORCH > LIMIT OF 100 YEAR Lb % Aihad —J mi AE FLOOD ZONE : 40° . 24 AS PLOTTED FROM oo 0 Sb Q FLOODPLAIN MAPPING : : QO REBAR IN ‘ . CONCRETE N:0.00
E:0.00
op Ref. )
(arate —
417.00 Me2e_ — S79r 32 2° E
SEE
STRUCTURE
DETAIL
5.6'x7.9' PORCH
Ge SINT
STRUCTURE DETAIL
TA.# 66.03-1-47 SCALE: 1" = 30’ |
N/F 4199 WEST HENRIETTA ROAD LLC ' 751 COUNTY LINE ROAD
ALNNOOD JOUNOW
¥ya1SdaM JO NMOL ALNMOS ANAWM OWVINO 430 NMOL
CERTIFICATION:
| HEREBY CERTIFY TO THE PARTIES LISTED 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 9, 2023.
PROJECT NO. 2023-077
SURVEY
WEBSTER
INSTRUMENT
743 COUNTY LINE ROAD
McMahon LaRue Associates
- KIRK W. WILLIS
SHERRY L. WILLIS
Town
Lot No. Reference Data Liber
ENGINEERS AND SURVEYORS
Subdivision
of Maps Page
KIRK WILLIS
Liber 10040
of Deeds Page 400
BRY ARM. WHIGE, PLS No.051139 Note: Ties are not taken to foundation unless specified
Field work to obtain ties was performed at a 1: 10000 or better precision This is not a true valid copy without the land surveyors inked signature
822 HOLT ROAD
WEBSTER, NY 14580 (585)-436-1080 WWW.MCMAHON-LARUE.COM
Client
Abstract By By JAT
NO ABSTRACT PROVIDED Date 2/6/24
Scale 1°= 50’ No. 66.04—01-—046