PRELIMINARY DRAWINGS DEC 13 2
FOR
LOCHNER SUBDIVISION TOWN OF WEBSTER MONROE COUNTY, NEW YORK OCTOBER 2023
DRAWING INDEX:
i DESCRIPTION
ahon LaRue iates, P. C. 822 T ROAD 14580 + 438-1060
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REFERENCES:
4. LISER. 12073 OF DEEDS, PAGE 234 LANDS CONVEYED TO $684 LAKE ROAD, ULC, (SEL #97.00-01-085 end -036]
2 LBER S80 OF MAPS, PAGE 04 [MAP ENTITLED “WATER WOODS SUBOMSION]
ABSTRACTS OF TITLE:
AN ABSTRACT OF TITLE WAS HOT MRQWIDLD FOR THE SURVEY,
WETLAND NOTE:
J WETLAND AND WATEREODIES DELINEATION REPORT WAS. PERFORMED OF THE SURVEY PARCELS BY EARTH DMENSION, INC. DATED NOVERBER 27, 2023. Five (5} AREAS OF WETLAND WERE HLAGGED-ANG NOTED AS Wl, WE, Wa, Wd, 5. THE REPORT HAS. DETEAMENED THAT ALL FIVE (5} WETLANDS ARE DEPRESSIOWAL ‘WETLANDS WITH NO CMECTION TO A ‘WATER OF THE U5, THEREFORE THESE FIVE (5) WETLAND AREAS ARE NOT JURISDICTIONAL UNDER SECTION 404 OF THE CLEAN WATER ACT
ABORTION OF THiS PARCEL {S LOCATED IN ZONE "AE® ALONG THE LAKE AND ZONE "1" [AREAS OF MiRBMAL FLOODING} FOR THE REMAINDER OF THE PROPERTY; PER FIRM Mag 36055001196, CFFECTIVE DATE: MiMdUST 28, 7008
Von,
ns RA Seay
22.070 ACRES bo ROW,
NF JEANNETTE A. CAFALONE
VG ye Owes ror gt 3 oe
‘$81 #3?.030-01-032.1
~ é { wy “1 og a ff Fy ra a 14 fl ie yl a \ % eo by Ve Sat - ”“ , \ om a oy Aa
‘SO. 037.000-01-038.1 WF ANDREW HERLIGMAN 1962 LAKE ROAD LoTz
SITE DATA:
097.03-01-095 AND -O36. HAUNICPALITYS TOAWN OF WEBSTER
UL UARGE LOT, SINGLE FAMILY RESIDENTIAL MAUNG ADDRESS: TAKE ROAD
TOTAL SITE AREA « 26.445 ACRES TO RO. W. ZONING -
UL. LARGE LOT
coo
MIN. LOT SIZE@ J ACAES
MEN LOT WITH. OFT
MAN. FRONT SETBAC Ke na
MIN. SIDE SETEACE fT
MIN. REAR SE TBACK« eorr
SBL F37.030-01-030 2 AVF ADRIEW & ANINE MAROE HESLAGAAN 1862 LAKE ROAD
LOT 3, WATERWOODS SUBD. L360 of Mapa, Po
UTILITIES:
UTILITIES SHOWN HEREOH WERE PLOTTING FROM A COMBINATION OF FILED LOCATIONS AND RECORDS MAPS. SUB-GRADE UTILITY LOCATIONS WERE NOT VERIFIED NOR CERTIRED TO SUCH
SUB-SURFACE UTILITIES ARE DEPICTED AT QUALITY LEVEL “CAS DEFINED IN ASCE STANDARD 33-02.
A/F DAVIO'S. STERN &
(69.10" Diep) 70.98" Moas. 4 Noe's3'01" E :
SIGNATURES:
PLANNING BOARD CHAIRPERSON DATE WEBSTER TOWN ASSESSOR BATE WEBSTER MIRE MARSHAL CATE TOWN ENGINEER pale TOWN HIGHWAY SUPLAINTENDENT Gate DIRECTOR OF COMMUNITY DEVELOPMENT DATE
GRAPHIC SCALE; 1° = 100°
SURVEY CONTROL NOTES:
“BEARINGS SHOWN HEREON ARE REFERENCED TO THE STATE MLANE COOROINATE SYSTEM, NAD I9B3 (2011}-NY WEST ZONE.
* DISTANCES ARE SHOWN AT GROUND + NORTH ARROW REFERENCED TO GRID NORTH
* CONTOURS SHOWN ARE BASED FROM DRONE LIDAR CAPABILITIES.
SBL #37.03001-06 NF CAROL S. & ROBERT W¥ MAHER
e 149.54 24 N7T19'48" E 8 DMSION LINE BETWEEN 5 a PUSLIG AND PRIVATE LANDS atl a 1 (OBSERVED ON 101923) f m ‘ MEAN LOW WATER MARK. { 2 20243 39 (NAVD 1988) . 1 é | a ee er ee 108.07 “fg ~-3 N72O8'5S" E 7 1 “e i, RF . iN, HO. we yk a] N76*38'06" E hore NYY Lom J va == area era —s oO Wn RR nee et 7 ~ 4 NAT! TEC TURE a
‘SEL aT O01 000.1 NF MICHAEL EPSTEIN & KERPAFOMIORSED 1866 LAKE ROAD
Lota
+ ) > 2 8
CERTIFICATION:
THEREBY CERTIFY TO THE PARTIES LISTED HERE UNDER THAT THIS MAP ‘USING THE E MATERIAL LISTED HEREOW AND THE NOTES CF AM INSTRUMENT SURVEY PERFORMED IN ACCORDANCE WITH THE CURRENT STANDARDS OF THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS:
COMPLETED ON OCTOGER 13, 2022.
+ TIMOTHY LOCHNER
Alfred |, LaRue, N.Y S.P.LS #046558
TOWN OF WEBSTER
LOCATION SKETCH NTS
12/12/23 | COamiXTS PER MCOGT, Mo. SURVEYOR JAT
12/11/23 [AME WETLAND AREAS, LOT 4 C AT 11/6/23] TOWN ENGINEER COMMENTS 11/2/75 aT DATE REVIIONS ay:
Le,
“ENGINEERS AND SURVEYORS|
$22 HOLT ROAD
WEBSTER, NY 14630 (585)-430-10680
WWW. MCMAHON-LARUE.COM
SUENT:
TWOTHY LOCHNER 1854 LaXE ROAD WEBSTER, NEw YORK 14580
PROVECT.
LANDS OWNED BY
TIMOTHY LOCHNER and JEANETTE A. CAFALONE LAKE ROAD, WEBSTER
DRAWING
PRELIMINARY LOCHNER SUBDIVISION
EXISTING CONDITIONS PLAN
BEING PART OF TOWN LOT 13 TOWNSHIP 4, RANGE 4, SECTION 10 PHELPS AND GORHAM PURCHASE TOWN OF WEBSTER, MONROE COUNTY STATE OF NEW YORK
AL
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SRL & 37,03-01-035, 37 03-01-0536 PRO NO» 1451-00 DATE: OCTOBER, 2023 SCALE 1* = 160" —— CADO FLE.
2% 8
COPYRIGHT@ by McMahon LoRue Associctes PC 2025
REFERENCES:
se we W AS.A RESULT, ANY FUTURE DRIVEWAY IN THIS er ee LOCATION WEL REGLARE PROPEATY UNE ADALGTMENTS. H.1193556 62
1. UBER 12673 OF DEEDS, PAGE 296, LANDS CONVEYED TO a_i —,—— MON . - MEASU! THE ERS AND CONTRACTORS ATTENTION fS DIRECTED TO LOCAL LAW 1854 LAKE ROAD, LEC, (SBL 637.00-01-035 and -035] ET ele a cas He Rep HO. $06 2619 REGARDING LIABLITY MCURRED THROUGH [os TURBANCE OF N= 1,183,457.60 Ne 1,193,402.69 DEST SESIGN GL OCORETIC sil ENTE 2 LIBER 360 OF MAPS, PAGE 64 ‘GRID NORTH E= 819,458.87 Ex 1,487 ,817.49 [MAP ENTITLED WATER WOODS SUBDIVISION] 25 322.852 Ze 322,30 THE DEVELOPER AND CONTRACTOR MUST LOCATE, MARK, BARRICADE, wove {N a (MAD27/NGYD29) (NADOUNAVDS8}-(2011] SAFEGUARD AND PRESERVE ALL BURVEY CONTROL MOHUMENTS AND RIGHT OF ee | os vin CRORES TH AREAS OF COnSTRUGTION FON DESCURTIVE NOI ene SURVEY DATA FOR GECOERC COUNTY yg [5 3.| PRE ee ee ABSTRACTS OF TITLE: MONUMENT; TT13TN (USGS) 1961 PUBLISHED: MEASURED: MOMROE SURVEYORS OFFICE WEBSITE AND ACCESS THE Gi RASED INTERNET = _— 0 100 200 300 Ne-- Ne 1,193,564.37 WEB VIEWER, OR CONTACT THE MONROE COUNTY SURVEYORS OFFICE. | “ae AN ABSTRACT OF IURLE WAS NOT PROVIDED FOR THES SURVEY. E=.. Eu 1,469,732 88 WN sco ee a a pe re THe PAOLECT GOUNGARY SURVEY AND TES TOMONROE CONNTY -- 5 GEODETIC MONUMENTS WERE MADE USING PROCE! +a Mes —-- WETLAND NOTE: GRAPHIC SCALE: 1" = 100 (NADZ7INGVD2B) (NADBNAVDEB}{2011] FE geaaanit to ngnaeve ALC POSTTONAL RCOUMAGY AT 25% 1 AWVETLAND AND WATERCHIES DEUNEATION REPORT WAS CONFIDENCE LEVEL NOT EXCEEDING 0.025 FEET \ PEAFOAMED ON THE SURVEY PARCELS BY EARTH DIMENSION, INC. TOWN OF WEBSTER 1] DATED NOVEMBER 27, 2023, FIVE i} AREAS OF WETLAND WERE THIS PLAT IS APPROVED IN ACCORDANCE WITH THE PROVISIONS OF ACHIEVED NETWORK POSITIONAL ACCURACY AT TWO SIGMA, 05% FLAGGED AMD NOTED AS WL W2, 13, Wa, WS. THE REPORT HAS . SECTION 219-F, ARTICLE 12-8 GE THE GENERAL MUNICIPAL LAW CONF EVEL NOT O.0SFEET | OETERMENED THAT Ait FIVE {5} WETLANDS ARE DEPRESSIONAL SURVEY CONTROL NOTES: AND/OR THE MOMRGE COUNTY MONUMENT ATION LAW. A SEPARATE LOCATION SKETCH WETLANDS WITH NO APPARENT CONTINUOUS CONNECTION TG A APPROVAL IS REQUIRED FOR SITE CONSTRUCTION, 2ALE FACTOR AG 4 KTS l | WATER OF THE U3..AS A RESULT, THESE FIVE (5) WETLAND AREAS ARE “BEARINGS SHOWN HEREON ARE REFERENCED TO JHE STATE MAP DISTANCES SHOWN ARE GROUND LEVEL DAMENSIOHS ‘4 NOT JURISDICTIONAL UNDEA SECTION 404 OF THE CLEAN WATER ACT PLANE COORDINATE SYSTEM; NAD19B3 {2011}-fY WEST FOR THE GENERAL MUNICIPAL LAW AND THEREFORE ROE . . | 1 ' SHOWN HERLON zoe THiS PROJECT 6 LESS THAN 2.000 FEET FROM THE NEAREST GEODETIC | “DISTANCES ARE SHOWN AT GROUND SURVEY MOUSE HL ANG THis Eee 1 Se To ee ure my | FEMA NOTE: “HORTH ARROW REFERENCED TC GRID NORTH SGRSOE COUNTY HIGHWAY SUPERINTENGGITT ane GEODETIC MESSE ATOON HE Tite | \ ‘.CO)RTION OF THS PARC LOCATED IM ZONE "AS" ALONG YORK STATE PLANE COORDINATE SYSTEM OF W063, WEST ZONE | THE LAKE AND ZONE "X" (AREAS GF MINIMAL FLOODING) FOR, FUTURE DRIVEWAY NOTES: FOR THE MONROE COUNTY MONUMENTATION LAY TRANSVERSE MERCATOR PROJECTION, HAD 69 01 SJUT LLZING GLOBAL ' | Las SHE i - HAVKIATION SATELLITE SWSTEM {GNSS} OBSERVATIONS FROM THE NYEDOT #260SSC0L19G, EFFECTIVE DATE: AUGUST 28, 2008. 1. FOR FLAG LOTS OFF A COUNTY ROAD, THERE MUST BEA 10 REFERENCE RETWOAK GORE STATION YE body TH CONTROL TES TO cy CLEARANCE OM EACH SIDE OF THE DRIVEWAY. THE ; | . WIOTHOF A Bit, MORROE COUNTY SURVEYORS OFFICE pare Hee CCL OWG MOSSEL Zz THEREFORE, THE MeGMUM WICTH OF THE FLAG MUST BE g zB o =z!
2. ANT RUTURE DANVEW ATS MUST MEET AASHTO SIGHT i
DISTANCE REQUIREMENTS.
12/2/23] COMMENTS PER MODOT, WC SURVEYOR war
ae - 12/11/25] FM WETLAND ARS, UOT 4 ¢ ry) Prt, POLE LINE EASEMENT TO | Tee 71/6/23| TOWN CHGNEER 11/2/33 | _ ua ~~ Se LAKE ONTARIO POWER, ! a t+ +I L 1485 OF DEEDS, PG. 515 1 —
DATE REVISIONS BY. 4 ~ SBA 937.030-01-092.1 ExPAi NE SANET STERN SPL 937.030-01-033.1 TOMLOW é (OF THE LAKE ROAD RIGHT-OF-WAY VAKE ROAD M/F DAVID § STEAN & L 2555 OF DEEDS PG 5 MARIANNA |. ZANANOREA
18T2 LAKE ROAD
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t ~ CBB? y+ | ty = 1 ae xy (49.10" oet0} oe HSA tee PEL ow SBLa37.0%0-01-034 . Lb | we 7s ~ ae BE CAROL 8) E ROBERT W MAHER S ‘ al WATER SERVICE EASEMENT , Sue l ‘ 2 | & u | 200F OFEDS, Pa. 42 ae : = Bs $ 3.303 Acres L 3487 OF DEEDS, PG 122 ~ x a is | 3.532 Ac. to OL ii ~ Al Be TS ZONE “AE oy Sal = | . =z ~ FLOODPLAIN LIMIT a 2 Soha 2 Weegee — — i Bt swe 4 Fd peu ear DRAWING ALTERATION a eel} _ EE Jato ROW — — é Ne r Pe ek edn 2 >t I PO mm EE pt ——— 9] {OO wNOE BUM Oa Le, MLL 143, SCO 00 el ALS Te ee COMERS ae Sz | | 15! Site Satay — — & RESTRICTION AGREEMENT > = A A LATO OF TAS Ua POR A PO GSES HE ‘ | Pe I “1 6 LMS! OF DEEDS, PG. 531 ACTA Rl RECON A LINED DORKDE OF LE , | PROROSED e085 56 ral Mets Medea has Sate eco wen PROPOSED t $ EXISTING PARCEL Trae OF WenETER win TO Fag nnn St 11) iv ty oa wa tcc Ac esc 9 2] Ea) ereeer ee Cae ganas 7 ace ae as ae TS Recension eo iS bal Pa 1a ; LOT 4 } 'L izer3 oF becos, . 236! ror ard LOT2 =a" Se core, HE hata scentonow otis I ,000.0 Sq. 22.070 ACRES to ROW. OW, 2 ‘ ae" a | Wes | 3.581 Acres f " [732508 ACRES te cl! 661,509.00 SQ. FF. LOT ‘ Sie hon LaRue ot \ 3.809 Ac. to CL L Lor naa 4 15.186 ACRES EXISTING PARCEL DIMSIOH LINE BETWEEN Ws pelt) ' 15.204 Ac to CL ‘TAX HO, 37.03-01-.035 PUBLIC AND PRIVATE LANDS LASSh rates, P, - 1 Ea i L.12873.0F DEEDS, P. 238 ‘ (OBSERVED 08 1071323) Ly) ae a NF 1854 LAKE ROAD, LLG MEAN LOW WATER MARK SE oT #1) } TAKE ROAD pee ee ENGINEERS ANO SURVEYORS oe = 7~g IE Site Soitocs | 190,596.4 Sq FI 108.00" 4 me IT 6 Re ee ee F in i! Palas ae oe s ora eee _——_- a 4375 Ac. N72°06'59" E 822 HOLT ROAD = apr wee TT SE to CL Me WEBSTER, NY 14580 Op ice cia pentane (6851-436-1080 =: & TT a ee ~ WWW MCMAHON-LARUE.COM 3 ‘ . —— wee ee . SS Ses L : a4 pep SQ wee z. 1802.57 Deed / Mess. io CENTERL GT 1760.46" Deeel / Mass. to R.O.W, ee \ Apes CIENT: S| the 18 WIDE EASEMENT TOM CWA . TERUNE Tf pepanseT eee Steen 855. 6g" — A\| ala |e UL 12344 OF DEEDS, PS. 581 Bonesag-w St Sora \ TuOTHY LOCHNER 2 ie a i a AY .e) 1854 LAKE ROAD 5 ' H a el2 | sme ocuan eee eee S ae ge 9.9 | fe WF JEANNETTE A. CAFALONE | { a 19580 S |x: CAROL A KESTER ; 1654 LAKE ROAD 1 4 | > 4850 LAKE ROAD 1 TOMCWA sem 037.030-01-00.1 -- tort SBE. #37.030-01-009.1 ’ _ my} PROJECT: wee eee WF ANDREW HEIUGMAN is WE MICHAEL EPSTEN & KERRI KWORSH : ere | $082 LAKE ROAD | Fe a 1866 LAKE ROAD ra} LANDS OWNED BY | Ba lore cee oA) [B tors TIMOTHY LOCHNER and ' 1H? LAKE ROAD ' ‘ | | om & i SIGNATURES: JEANETTE A. GAFALONE ! (Sovotuee Pet | LAKE ROAD, WEBSTER | f PLANNING BOARD CHAIRPERSON DATE DRAWING:
ars |
SO WOE CARNE in coc --—_-. — if ~_ ane 4 ss — PRELIMINARY
~ . _ aie. awe LOCHNER SUBDIVISION SITE DATA. we ~-22 sit frm ES tors = eae “ BENG PART OF TOWN LOT 18 TA MUNMGER: 097.03-01-035 AND -036 TT Tee ee _ -
MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH JOMNGOSIUCT. — ULANGE LOT. See , =
ToWww EMGMEER rr TOWNSHIP 14, RANGE 4, SECTION 10 OMTPUCT. «= AL - LARGE LOT, SIGLE FAMBLY RESIDENTIAL a
2 LAKE RAD PHELPS AND GORHAM PURCHASE TOTALSHE AREA= = 26.445. ACRES TORLO.W,
Z aa |
tories for moter supply and scroge disposal are instoed in conformity wil peat
i TOWN HIGHWAY SUPERINTENDENT TATE TOWN OF WEBSTER, MONROE COUNTY pions fg with tha Monroe County Bepariment of Health, ZONING - | STATE OF NEW YORK 1, THAT no bet or 4 wang tend (if appicebie) shod ba subciided without plone for much ms on ‘er T ES PAID ST. P wou a euwlie REALT " pesubewaion beng submited to ond approved by the Monroe County Department af Meaith DIMENSIONAL REGUWE MENTS: cont 1 THE UADERSIGNED TREASURER OF CIRECTOR OF COMMUNITY DEVELOPWENT GATE DESIGNED BY: A 7. THAT on original subdivision snap of epprared [nia date ahem ba fed in tha offer ad tha eterte af MIM. LOT SIZE® Saches SECT, 334 OF THE REAL PROPERTY ORAWH BY: wat eegas | Cosa] needa ale ee Perea fsetl LAW, CERTIFY THAT ALL HORROE CERTIFICATION: REALTY SUBDIVISION APPROVAL NOT REQUIRED FOR THE . ; BAP. FRONT SETHACK® jsf COUNT TAXES AND SCHOOL TAXES pad Ld CHECKED BY) AL FILING OF THIS. MAP IN THE MOMROE COUNTY CLERK'S OFFICE. 3. THAT the cener of bee subdivision shoB fumah eoch purchover of a let with a copy of the NEN. $00 SETRACE Aer AGAINST THE LAND DESCRIBED (HEREBY CERTIFY TO THE PARTIES LISTED MERE UNDER THAT THIS MAP WAS MADE USING THE REFERENCE Soproved plan, or in the cows of solr of developed lois the tatty Gf the subdivision sho# Arne pty PAu HEREIN RAVE BEEN PAID THROUGH MATERIAL LISTED HEREON AND THE NOTES OF AM INSTRUMENT SURVEY PERFORMED IN ACCORDANCE WITH SBL 37.03-01-035, 37.03-01-036 e6ch purchaser with on occurote “As Guilt” plon depicting off the installed fociites, including MIN. REAR SETEACKs THE CURRENT 3TANOARDS OF THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL L YORS Yewoge, slormeater, ond iter supply. oare®. COMPLETED ON OCTOBER 42, 2023. PROW. NO- 1451-00 4. THAT adequate aren Eileen eenlel mabobunH BhaN Be umgleyed prior la ond during . CeneueLon, Hf tke project will reautl in tne daturbonce of one ocre of mote, coverage under the SUBDIVISION NOTE. ROBERT FRANC |t - TIMOTHY LOCHNER DATE- OCTOBER, 2023 NYSDEC SPORES Geegeot Perit O- 15-007 fer 51 ea tor Son Merle * MONROE COUNTY TREASURER will be obLoined. 1. 08 Tes OES NOT CO SCALE: = 100" BY: DATE: FLALDING LOT APPROVAL A SITE PLAN WILL HEED TO BE ‘a £ a 5. TUT tne approval a Emteg to 4 years. Tene extensions for plan opprowal moy be granted by the APPROVED BY THE TOWN OF WEBSTER. BY: ui Cane: NOTE: OTHER DEPARTMENT OF PUBLIC HEALTH Mdonrea County Deportment of Health based on development focte ond rectty subdivision ¢equictons APPROVALS MAY BE REEDED in effect at thet tere. A men plan submrasion may be required to obtoin a time extension.
Allied |. LaRup, N-Y.S.P.LS # 046558 3 a 8
COPYRIGHT® by McMohen LaRve Associates P.C_ 2021
SURVEY CONTROL NOTES:
-BEARINGS SHOWH HEREON ARE REFERENCED TO THE STATE PLANE COORDINATE SYSTEM; MADISES {2011}-H¥ WEST ZOHE
“DISTANCES ARE SHOWN AT GROUND “MORTH ARROW REFERENCED TO GRID NORTH
” fn
INSTALL A TAPPED TEE. 1 * EXISTING CONTOURS SHOWH ARE BASED FROM DRONE LIDAR
‘WITH 2° BLOW-OFF PER i CAPA
MCWA DETAIL USE H BILITIES
BLOW-OFF AS A SAMPLING 1
AND DISINFECTION TAP. f ns + MAINTAIN AMIN, OF 13 OF
1 woarevaive | ae ies 3 GRAPHIC SCALE: 1" = 40" TOWN OF WEBSTER ‘ ri i. es ‘ , (OTe. 4 fe i 4,207 WIDE BNGRESS/EGRESS EASEMENT ‘ BTA 4 ‘ LOCATION SKETCH ane ' TL MET OF DEEDS, PG.122 . CONSTRUCTION 5 li i é N18
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= y f peoposeo. ” 4 ! s H I we 1S WADE EASEMENT F100 WADE is “ro? TOM GWA BUILDING RESTRICTION AGREEMENT rl s i) ee i 2454.08 DEEDS, PG. 531 X- | 10 WADE WATER ss \ ” ‘ ‘ SERVICE EASEMENT a o it! "a | itt i o°" UC a20 06 DEEDS, PG.a2 im ie 4 AY . an ; | UMIT OF DISTURBED AREA _le a A ‘
45,750 50 FT, - - .
pr 7 TRS
aoe
12/12/23] COMMENTS PER WCOOE, WS SURVEYOR wat 12/11/23 FINE WETLAND AREAS, LOT 4 CONFIGURATION | JAT 11/6/23 | TOWN CNGINEER COMMENTS. 11/2/23 JAT DATE REVIBIONS BY:
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1 | >| & Ly oa . RSE ST ial | 3 WETLAND NOTE qe! = A WETUANO AND WATERBOONES DEUNEATION REPORT WAS 28 an PERFORMED ON THE SURVEY PARCELS BY EARTH CAME NSION, INC Pt r \ DATED NOVERABER 27, 2023. FIVE (S} AREAS OF WETLAND WERE : \ ' | f FLAGGED AND HOTED AS Wi, Wz, WA, Wa, WS. THE REPORT HAS. BF. |i <P? tors SEND HAT ALN HERS AEDS Piece the! Area to R.O.W. \ WATER OF 1WE US. AS ARESIAT, THESE FVE (5) WETLAND AREAS art DRAWING ALTERATION T JLRS DOC TIONAL UNDA SECTION 40-4 OF THE CLEAN WATER ACT . si oe Me sa abe 2d ce [AND CHEREFORE WOT SHOWN HEREGN, De SRT SS St toe no Ae ee Gate i hit \ aBaActoeL “age gos. orca mune ts 8 = Ne Lael ‘ ~ ay ‘SUPE 1 AIT as Dae ie ante wae, oon De BCA 1s uid if WHE Si OF 4 LCEWSED DenEED OR (AND SCOR A ATEN, ess ‘ fa) seyy-san Bi te see EE Gea MIDS uD Be 58 ; 3 an a 7 a PERC HOLE & DEEP HOLE DATA Seiad ea Ne on ary Ae os POC i 1S 7s nt 7 : . thagd: Wy, — 1 eo i Pere holes witnessed by Jem Creighton of MCDOH = ail yreeyy shee Nets, / , —I 3 ; Lota 2d 3 on (2/14/22 Let 4 on 06/27/23. hon LaRue ; Wipe Lee? oo fp pb) bee oe KR NS Te 4.7. / 2. } i ‘ Ble aes HOPE ue t Sy 1 WH Ki gis i LOT 1 a td - Fi a8 NY. 309.70 rt Moa FF 314.60 | * wt i AREATOROW ay a 1F Saw tees lates, P. Cc. Th BV. E=3ti4s ie | | | . ¥ } 661,509.0 $0. F re [ee pe [eee at te id ' a ; 505.0 Sq. Ft. ar | he [ss |e, 5 if F nee Pop Wy eg f 15.186 Acres ~ |r [ee pes [x ENGINEERS AND SURVEYORS a or 633 ; 3 ! | Of 15.204 Ac, to CL te |B Wheet 4 H H t / HYDRANT FL ; oP | at pee | 8 oma = Lali eel ‘ ' 1 i my : F TALNO 10006 ‘OW DATA Bs iS | [Sean * 622 HOLT ROAD oor, ——— Tf tL ns roy a eer LOCATION: COUNTY LINE RO. ie tims ut 1 ql podea &s VMbec | L26720F O&606, v.26 een aoe Ee LEE WEBSTER, NY 14580 ‘ \ An Z / I aa ~— me SAUP ISSA DARe ROAD, UE ‘ ZONE, 520 PRY FEO] 88 [5 [ure ont (585) 436-160 i; nya some i | bf y ' be CORRECTED GRADE: 490 em pr fe pire on WWW.MCMAHON-LARUE.COM t I. i i RESIDUAL) 44 PS 420 . 7 \ y g lg “yee 1 an 3 ai woe g CLOMSERVED: 1,040GPM FP Tam ae 1 8 lesen a ae TIMOTHY LOCHNER ase 1s ey ' 4 gece} " ee ee eat [eat [7 (SS Starts 1854 LAKE ROAD Hades AA Ne ' ; 4h | mde 1? | ae | ha eee WEBSTER, NEW YORK it | vy, ' : iE xe 2 RK ‘ eal ei ao 14580 \ 1 ' 1 tg an \ o tw] sa | ow |e \ | soa A fy } He) |b PROJECT: 1 iG ry, 1 ’ oan 1 1 : tL } fo i ve \ © Pe] gad gt | Lene LANDS OWNED BY g{| : tof gy ‘ ! 8S. |b Bee 1 | a ro aaa 4 ‘ TIMOTHY LOCHNER and 7 i | ‘ : if ! sar or stonnen aren ee af \ JEANETTE A. CAFALONE 1 * oy 58.0905 FT. j H i o “ : LAKE ROAD, WEBSTER a | LOT 4 sar Ber EBAG i} -e i ‘ t Area to R.O.W. UR PME ee 8 it; ral ' t = 1 . oman “eb * ‘ Pog fv 4 mt | 156,000.0 Sq. Ft. ——* i ‘af Poy | : LOCHNER SUBDIVISION 1 3.581 Acres ‘ é an t i itt! 3.809 Ac. to CL nh f Popoof gy H JPRELIMINARY SITE / UTILITY PLAN : eH f ee} iy SIGNATURES: LOTS 3 and 4 SAMPLING AND OLSNFECTION ita i q H e, a uy " Il ! a 1 whoo } s 1 an H BEING PART OF TOWN LOT 13 ae TO neve 9 Dd eo s : . ” ‘ 5 | a } UTUR I'VEWAY NOTES: PLANNING BOARD CHURPERSON CATE SONIMECT TO EA THG fe WATER : fe RT Sm ft } e b . 1 4 I ns ot F EDR ; TOWNSHIP 14, RANGE 4, SECTION 10 MAIN UNDER MCWA INSPECTION. HH 3 ~~ iliedies bet . i . : | Lt ef 1, FOR FLAG LOTS OFF A COUNTY ROAD, THERE MUST BE A 10 CONTRACTOR TO PROVIDE NY : ‘2 wee 0 : 4 Z TT Shee whe’ OO \ a" 4 CLEARANCE ON EACH SIDE OF THE DRIVEWAY, THE WEGSTER TOWN ASSESSOR DATE PHELPS AND GORHAM PURCHASE 1G TAPS. 4 — i ong sour . lee te ae | H MINIMUM WIDTH OF A RESIDENTIAL DRIVEWAY ES HY g Ua ed ee a | A ere Biewer —— TtoRoW, *, ‘ ‘ ! * Tip ORE’ Tix Wnaaaie) POT OELTH FLAG LT TOWN OF WEBSTER, MONROE COUNTY ii i sc et — ‘ ¥ RESULT, 4 j ee — \ S pote : 5 _— —_ | ‘ LOCATION WALL REQUERE PROPERTY LIME ADIUSTRACEITS. ESTE FELIS TE STATE OF NEW YORK z Wt SE ee ee Sy = + b ‘ ms ‘ att] oto oot dt Lee we ee ene _—_—_—, Sa ee bal AS 4 ‘, 2. ANT FUTURE DRIVEWAIS MUST MEET AASHTO S6GHT . g z = Pe ai i aleiateteiatet es = —=- Man ee a \ L i ; ve OG TANCE REQUIREMENTS. OESKINED BY: La if = gl¢ as oa as == TSF 28 ee a ee "7 a TOWN ENGR DATE DRAWN BY: ar > 3 Sree. oo - a és, <A ——ameee ee _ i | ZZ { aan pete eee cere MONROE COUNTY CHECKED BY: AL, Gww > Cnet : Sl§ po eee $9.097.090-01.0381 ~ TEAR TESA OUSTEAHSTOS LATOR Taw HIGHWAY SUPERISEMDENT DATE BBL « 37.03-01-035, 37:03-01-036 © |g} on | ane Barre sere PRGA Non = S | ey 4d sussomo tt wee ee — wr DATE: GRECTOR OF COUMUNITY DEVELOPMENT BATE OATE: OCTOBER, 2073 * M/F TIMOTHY L& 1 APPLICATIONS FOR PERMITS WILL NOW BE ACCEPTED. aCALe = 4g reapers : THIS PROJECT APPROVAL IS VALID FOR TWO (2} YEARS aE | 1450 LAKE RDAD S PROJEC LIS A @} : OWA COUNTY WATER AUTHORGY tae SeEET GADD FRE: 4 OF 8 1451-090
COPYRIGHTS by McMohon LoRue Associotes P.C. 2023
ALL Z Sete -an Uo, CLEAR SPACE ABOVE OFIVE. PROPOSED a —-/ _= r =i YY) yy 7 “oy TRIM ANY TREES AS INGRESS/EGRESS EASEMENT i 1 LMM area TO TOWN OF WEBSTER AND EO 1 4 proposenemenceney “A r OWNERS OF B20 LAKE ROADand | 4 ri AG. ‘VEMICLE PULL-OFF ~ Sat! fi : i ‘ (eee) % = \ i oe ' 1 is a = F ~~ s } ‘ TOWN OF WEBSTER " i — LOCATION SKETCH : f , Loan NTS j TS Ley 12451 OF DEEDS, PG. $31 in 5 \ ; 7 ae fn a 2 ry ‘$0L¥37.090-01.034 \ ; / 7 = . WE CAROLS BRORERTW MAHER ‘ t o ‘ H ' Ly 1 4 x ' 1 ‘ \ \ * \ \ _ \ 7 ‘ -_ Us ia io Cs) SAMPLING AND, i 2. BASRIFECTION 0, \ l ~ ar p TAR TS ft et a al f 7 wor EN 1 WETLAND NOTE: Ks i f i “ yn gis “N a4 i ! 12/12/25| COMMENTS PER MCDOT, WC SURVEYOR | Jar AWHTLAND AND WATEREODIES DEUNEATION REPORT WAS ‘ He H t alt . eve 12/112 e WETLAND AREAS, vO 4 Coerounaroa | AT PERFORMED ON THE SURVEY PARCELS BY EARTH DOMEN SOM, INC. 1 \ i ! ! | g ~ a. DATED NOVEMBER 27, 2023, FIVE [5] AREAS OF WETLAND WERE ‘E33 | ‘ er ‘ u 11/6/25 | Town ENGNEER COMMENTS 11/2/28 | AT FLAGGED AND NOTED AS Wl, W2, W3, 'W4, WS. THE REPORT HAS. a I Pe J DETERMINED THAT ALL FIVE (3) WETLANDS ARE DEPRESSIOHAL = ‘ ws, 3 a SARS GOK “ DATE REVISIONS ay: WETLANDS. WIFH NO APPARENT CONTINUOUS CONMECTION TO 4 H 5 & i tdeee] WATER OF THE U.S. AS ARESUAN, THESE HIVE [5] WETLAND AREAS ARE 1 1 x we ROT JURISDICTIONAL UNDER SECTION 404 OF THE CLEAN WATER ACT H _ 4 om | ye ‘AND THEREFORE NOT SHOWN HEREON, H / § 4 reore.jf > AON Y ~ Eee i a Lee i! 2S, , “ fi gh 7 has t ‘ a: . ere, KA _ LOB. ee 4 A a AREA TO R.0.W. ms, f] / : — ~ 661,509.0 Sq. Ft, ; sant. 7K OS ~ 15.186 Acres \ “pos meen aN os \ 18.204 Ac. ta CL x 5 a , 2 ‘et / i vd t : i i‘ ‘ : ‘ARS a 190,596.4 Sq.F1. porary DRAWING ALTERATION aed \ . Li ni; 4.375 Ac. BETWEEN PUBLIC AND PRIVATE LANDS: Pe POLomIS ob a COCCNT Pitas Te oe vo SATE Coca y ‘ I TAX NO. 17.03-04.085 JOBSERVED ON 10/13/23) Lam RELL 12k, SECT TOO aed APPLES PD Te Din 5 * LGD6TS OF DEEDS, P26 ALAR LOW WATER MARK Mee epee Cokes ote eee \ ey / z Wes MA TEMUMCEROAD,ULE -~ + 2=243,35' (NAVD 1963) Soo nu ae Rh af \ ; ‘ f if ; : ca nd Be Atigs DMoMeEs OF La SunnO Seed wea 1S be i" i s, i PROPCKED a Hes S00: NOs ALTOS. FLAS AY ‘ cS ‘WIDE EASEMENT Soe cH ANRC ag 4 SACO 1 : 1 ‘ f TOMCWA TOAPI CF Re ARTO } ? ‘ . 5 é i , i ‘ ¢ ? 1 i) ’ a ‘ _ t p i \ Zo \ \ } ahon LaRue / , \ f ny oy i H po Re a ef LL : ‘ 4 4 Waheed ale 2 ee ere 2 ENGINEERS AND SURVEYORS ‘ | fe oS — a ‘ os 4 rN _ ' | oy > os Po a ere | Bot ON ee OUST 622 HOLT ROAD wee ns i ww ef a [FAB ~ z B WEBSTER, NY 14580 me , 4 } oy lea y + = (686r-438-1080 a at iS te | a in “fs 6 S WWIWMCMAHON-LARUE.GOM \a 1 ud my Le =e? CLIENT: , ee N 1 ie Tee % come Se / i wo ae THOTHY LOCHKER fT led nett > . \ $854 LAKE ROAD PN i pt ns, toes = WEBSTER, NEW YORK s " ‘ ‘ 14560 $81.037.030.01-0189.2 MEW S” DIP CLASS 52 4 097.036-01-040.1 PYF ANOREW & ARNE MARIE HEIIGMAN ee COATED ' H/F AdeOOUAD| EPSTEIN & KEAURI KARSOHESIC Ral 486] LAKE ROAD WATERMAN | a 1866 LAKE OAD PRS ECT! LOT 3, WATERWOODS SUEND. ‘ L 360 of Maps, P64 PROPOSED rT wora Geil ‘ LANDS OWNED BY i \; TIMOTHY LOCHNER and MONROE COUNTY JEANETTE A. GAFALONE DEPARTMENT OF TRANSPORTATION LAKE ROAD, WEBSTER APPROVED: DRAWING Dale: PERC HOLE & DEEP HOLE DATA Deep pas sean, op, Canon of MED LOCHNER SUBDIVISION APPUCATIONS FOR PERMIIS WILL NOW BE ACCEPTED, ots on Lat 4 on ~~ [ Pere noles witnessed by sim Creigston of MCDOH PRELIMINARY SITE fd UTILITY PLAN —- THIS PROJECT APPROVAL IS VALID FOR TWO (2) YEARS eve ees ednessea Dy ear Lc eeaon nero SIGNATURES: LOT 2 i Res [|e eee] ee | PLANNING BOARD CHARPERSON bate ee eB eran Bo BEING PART OF TOWN LOT 13 ' chal do TOWNSHIP 4, RANGE 4, SECTION 10 » | o [aw |: a ry a3 | WESTER TOWN ASSESSOR TATE . ft |e PHELPS AND GORHAM PURCHASE ) SURVEY CONTROL NOTES: te 18 ae + TOWN OF WEBSTER, MONROE COUNTY *BEARINGS SHOWN HEREON ARE REFERENCED TO THE STATE STATE OF NEW YORK , PLANE COOROINATE SYSTEM; HAD}9$9 (2011}-NY WEST ZONE, COSTER Pl Maire, oaTe wt 3 0 uw Fy 2 3 oa i Cop fe “DISTANCES ARE SHOWN AT GROUND le ed . : DESIGNED BY: AL, Gwin ; " : WORTH ARROW REFERENCED TO GRID NORT SS = if Fa : DRAWN BY- “AT “EXISTING CONTOURS SHOWN ARE BASED FROM ORONE (IDAR CAPABILITIES. royr iq | if % ae CHECKED BY. AL, GWM TOWN FAGHWAY SUPERINTENDENT CATE . ae a ee Bien Cues 37.03-01-035, 37.03-01-036 9 ag 80 120 La de ra Hy a or ee ee _ an DIRECTOR OF COMMUNITY DEVELOPMENT DATE oe) by ye, DATE: CCIOBER, 2023 GRAPHIC SCALE. 1° = 40° 13] 3B |e ¥ ¢ for] oa few | ¢ SCALE. iw 40" fS ) Ea | i: (panes © WONRGE COONTY WATER AUTHORITY Bale ee ER CADD FILE:
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1451-00
COPYRIGHT@ by McMohon LoRue Associates P.C. 2023
EROSION CONTROL NOTES: TEMPORARY/PERMANENT EROSION CONTROL MEASURES MUTE CONSTRUCTED WY ACOOROANCE REBSTER'S LATEST 1. ALL EROSION CONTROL MEASURES SHALL BE FN ACCORDANCE WITH W.Y'S. GURDELINES FOR URBAN EROSION ANO SEDMIENT 4 SS Y py CONTROL, AND LOCAL GOVERNING SOUL AND ATER CONSERVATION AGENCY RECOMMENDATIONS AND STANDARDS. SLT FENCE sees ea eareremeeT eal a GSETU EN Resneisloer tall bafccreie (etna aU aie WL, GE INSTALLED TH A TRENCHER. (leaps f catrpenca > 5 acres) oc 3 cayn d tatmean November 55th ond Ace Net TOPOGRAPHIC FORMATION && BASED UPON A TOPOGRAPHIC SURVEY COMPETED 217 MctiAHON taku c JSSOGNTES PC OM 5-15-16, THE CONTRACTOR SHALL CONFIRM ALL IDCSTING CONDITIONS AND 2. Oty AREAS NEEDED FOR CONSTRUCTION AS SHOWN OF THESE PLANS SHALL BE OGTURBED. WO OTHER TREES, SHRURS, F Spring et puerenar or sary fal, than saad the aria eth cpagross fonnual or perwvia)) of 30 Ibe. per core DUEREROKS INTHE FQ. PRIOR To THE COMMENCEMEXD OF TORE AND NOTIFY FRE DEVELOPER oF OR GRASSES ARE TO BE REMOVED FOR CONSTRUCHOR. REMANING VEGETATION SHALL BE PROTECTED TO PRESERVE THEA fArprorimatety 0:7 mh /10GO oq. PL or sem 1 f1008 aq fh) ANT DSCREPANCES WAADATELY. AESTHENC AND EROSION CONTROL VALUES. EA aac IRS EE SN CET QONTRACTOR SHALL CLEAN DEBS pastas STRUCTURES wR 3. TRE CONTROL OF EROSON ANO SEDMENTADON SHinL QE A OONTRTUOUS PROCESS UNDERTAKEN AS NECESSARY PRIOR TO, rs , Ie CONTCISN SL OLA DES Fae A Oe pare Se oe DYRG AD) AFTER SITE PREPARATION AMD CONSTRUCION BY THE CONTRACTOR. [HE CONTRACTOR SHALL SE oe * eee rates eet a AA AREAS FOR THE CRRATOR OF THE CONTRACT. RESPONSIBLE FOF REWOVAL OF EROSION CONTROL AND SEXWENTANOS CONTROLS ATER GROUND COMER 6 ESTABLGHED, Ee Th ce Nada Sa teen to aces oid sea wood 4+. THE CONTRACTOR SHALL REMOVE EROSION CONTROL MEASURES WHEN AN AREA (S PERMANENTLY STABUIZED, 4. TE COATRDEIOR UML PROTEE A LOST STE AVENTIS. NOK DESIR FOR REIN TH COGENT EDWG, FRA MEGEINHE COR WE RN ESTARLOED, S00 APPROED TE HONG OF iat na res sh tayo son ot Ua/eee Gere. 90 4/100 ae 2 baa, The ayer eden 9 ACTMMTES, AS DETERAENED GW THE OPVILOPTR AND AI NO: ADOXMONAL COST TO THE OWNER. SStER. Brenan Sutin rbd pare of wae ahr coctin cintn peer coma wy Sed TOWN OF WEBSTER CONTRACTOR SIMLL PROTECT AND SUPPORT ALL EQSTING UTUTES ouster 5. LOOSE PALE RATER. THAT IS EXCAVATED FOR GULDAG CONSTRUCTON PURPOSES SHALL BE KEPT LOOSE PED UNTIL iT ‘ety permonent weed 0 toler Thon $4 oy Fler the bork cmarinvetion setivty, Lat and darter 2 be coped on © BROWCT Ine COMRCION SAL RRUCE OMY UNIT Wri BOGIES CED a8 4 ESAT OF ie NL sare haan mn SricrcaTOns Ton CaGGON wd beat Com se TORE SAE SORE HO LOOT NTS HE/MER CONSTRUCTION. ACTNATIES. 5. RUNG Thou STOCKED VAIERWLS SHALL BE CONTANED BY EROBCH CONTROL UEASURES. STDCKPEED MATEREALS 6. AE CORTRACTOR SHME WAavlAEi SWE VERCUAR AND PLOESTRONN ACCESS TO THE STE FOR DE pal i ae Be ETL SS aE ge aa Ol) Cs Sue eicte——avesrn_ba/000 on DURATION GF JHE CONSTRUCTION. SEED wx, Tommen Wale Ooetommen ¢ on Tol Teacue KY-31 Rabel 2 aes Peery totter cs Ruse 7. CONTIAETOR SLL ROUGH CDE IME SHE Je Pei WATER SHALL BE COMPACIED SUTIOENTLY 10 PREVENT Recap Lb ° pais [xin Bain ioae Tuamaros adn, GA ARMED CODER 7 TEMIDUSEE AD PROTON OF DOPAC BEFORE a EXCAUATON CBE THES PACE, PROBLEVS OF EROSION, AND WHERE THE MATERAL 65 10 SUPPORT STRUCTURES, 1T SHALL GO COMPACTED 1D A tATuLne eee a at aay SE OR Lee 09 oa OF 95% OF WOISAED PROCTOA TEST DENSITY WITH PROPER WORSTURE CONTENT. Marlesecsog ioe iar loca seca bel coecy coned sXe) 8 a Tira—(ooth rake ied feed wth Gn epprenid feter, 4 Cela, at Gane, AUNT UNERS Sain AK QANENT ELANCE eA 4 PRET ARICATED UMTS SHALL BE CEOFAR, CONMROFENCE, OF ARPROVED FOUNVALENT a onien neslenine ea ne! fr ne sppmnartetely 500 Powe AM seedy with Sat teen fot 1 on 18 or en et 9 Cee TRa POs Ts caTTEICSoar Ie teTeoeD TON eoncletTat@e cee ItEcRisen aria? AL CATCH BASN WETS SHALL WAVE SIMMED SLT FENCE AROUND THEM TO PREVENT SEDWEMT FROM ENTEREG THE Ccobet 15 ard ta Deeop or har Cantracty shal evi Bo 4 Hie sacesney mel pia requrarert_ Tha OWNER CONTRACIOR SHULL STRIP aND STOCKPILE TOPSOm, BMERE POSSOLE ‘SRM SEWER, ALL FIELD INLETS ARE TO HAVE STOKE FRTER DAMS AS. SHOWN IN THE EXCAVATED GROP LET COTA! teguiteiheel iy be mgeied J Geared) eppropricta ty ta local Sod ond woter Consanvotan District Office, 5. CONTRACTOR SHALL TEMPORARY SEED ARD WAACH ALL DVERRON DOICHES AMD ANT OTHER DSTUABED AREAS NOT SS Ma ACE etter aepelinan densidad ll gliaaag Ups Ei BD beara ale arate lA a an eA ere ed LL SCHEDULED FOR MEDIATE ADDITIONAL WORK. REVARCNG DSTURBED AREAS SHALL GE SEEDED WITH CROUNO COVER, AND ee ae arta reas AT ver nce Oa ier. cm tenn aad wre LTS WULCHED AS SOOM AFTER THER DISTURDANCE AS CONSTRUCTION PRACTICES AND WEATHER WAL ALLOW. CONTRACTOR —_- SHALL SIABUZE DISTURBED ARTAS AND STOCKPRES PER NOTE #22 BELOW. Teltemierea len ered ra (aecormal 2% OWE L OF UNDERCROUND UTUTES SHOWN HEREON ARE WFTRRED FROa! SURFACE EMDENCE. 10. DRARAGE SYSICUS AND CROGON AN SEOWENT CONTROL DEWCES SHALL BE WARIANED 4S FREQUENTLY AS KECESSHY SSK Kentucky Begross blend of 20-28 a /1000 mq. AL eet nig Oe le ad i AERA Fe Gem DH TSH MASI, aD OF WLLINNON HS BGO HO OTE i pron Srtae wieder k DOVTACIOR PROR TO ANY PECAIANOA DEERME, FOR EROSION NO LONGER BaSTS. TSR fe fercud of 04-06 Re/IK0 a0 te 11, THE CONTRACTOR SHAM WAINFAIN SITE COMDTIONS WISCH SHALL PREVENT TRACKING OR FLOWING OF SEDMENT ONTO After seeing, och oreo shal be mulched es described cbora. All topes greater thon SH:W aha! hom jute or other PUBUC RIGHT-OF-WAYS. THE CONTRACTOR SHALL KEEP CLEAN AND TREE SIDEWALKS, STREETS, AND PAVEMIDNTS FROM rower contra! fabric oppted. ORT, itu, STONE, DEBRIS, AND OTHER HAULE MATERIALS AS A RESULT OF HS/HER WORK. Mea) ClOCTentarae CI DATa FarVisions BY- 12, 4 SIABLITED CONSTRUCTION ENTRANCE LOCATED SAUL BE Fl PLACE POR 1G WORK COMNEEING ON THE SITE. THE ‘CONTRACTOR SHALL CONTRO DUST FROM SME ACTTTY TG JHE SATISFACTION OF THE PROECT DEVELOPER, OWNER, A: THE TOWN OF WEBSTER. 13, SITE EROGON CONTROL MEASURES .NCLUDE BUT ARE NOT UTED TO UEASURES SHOW ON THE PLANS. CONTRACTOR SHALL MPLEWENT OTHER VEASURES ORDERED BY THE O€VELOPER OF A VILLAGE REPRESENTATIVE NECESSARY TO CONTROL EROGON AND SEDRMENTATION ON SITE. STEEP SLOPE SEEDING: 14, COMTRACTOR SHALL INSPECT EROSION AND SEDIMENTATION CONTROL WEASURES ONCE PLA WEEK, ANO CLEAN eTTHIRY ONE : WORKING GAY OF ANY AAPALL EVENT OF 1/2" RWNFALL OF GREATER OR FOLLOWNG SIGRIFCANT SNOW MELT. i Seeding Wem Number: ERNMX-181 By Ernst Conservation seeds. 18. REMOVE ACCUMULATED SEDIREXTS FROM TRAPS #HEN SEDMIENTS OCCUPY SOX OF THE VOLUME PROWDED WE Seine tule: OF sb Coen "ROM TM EOS POTWLY AmuTToes Pal ADAGE BALLS 1, WOVDs RE FIMRE TO BE FASTEMED SEOWRELT NO FORCE POETS MiTM Mate BEA ; f eding Rale- per ocre, oF per 1, 3q ft. mt caanlens saailarloaeees ainetenttinannler! Spec wo OF WALES, POSTE Pou OER DTM “TORS TRE ON ARO, 16. CHECK AND REPAR SILT FENCE, AS NECESSARY, Piero 20 oe freer ee eee * fod we M4 mca CNY Ue" A Re Ag ID REM V7. SREP ADJOINING ROADWAYS, UF ANT TRACKING OF SOUS ONTO OFF-SITE PANG OCCURS. i 28 Mx 83 4 Ju hix BFF 2 ALE DeyaL Bt CURLLT AnOAORED oy LAGE for EMER Ta Steet FEbeck Death it WOM POE, 19 1/7 GAR, 4 MALIN tin OPENS. : 3. Cor Mol 90 Roll Size 5.28 Il x toond 13.4 fi x 1. Gals ROUMEA SUCKS fou. My OMEN Tuas be be ae Pee ee Cea A OREN BOT SL, OE Oven 1B. INSPECT AND CLEAN ALL TIMAORARY EROSIOM CONTROL STRUCTURES AFTER EACH RAW STORM EVENT. beads RO, STARA TT: OL PCN Te 8 RN Aa Mckee STUY Oat PAE PLAGENEONT Sus AE aot Pe cate woe ty Gitta GEOL ok PRR LOPE, 19, ALL SLOPES 1-GK-3 C8 GREATER MLL BE STARLIZOD WITH JUTE MESH AND RESTORED WiTK CROWN VETCH OR Chet 3 Shs Dual BE Revit woe bey nae SOM ME UMERUNESE 30 eee ee APPROPRATE DOVER, = ° = TRAGOE DIVOLOF we Det AT CEC a Ta Epa @ ARC Ua TARAEAT OF oowaa TA 20. THE ENTRE PROJECT WILL BE RESTORED HTH 6° OF TOPSOL ro LAE GOSAAENT GF ONROMSDYTAL CORGORYR PCN as cu pone Sa bapa batnT GF Eeamopastut Gotta tom SLT FENCE Te TO FAW $B EARN GRNVAEN COMSTIEL Ore ge TO FN Hn @ BAND Gooner GemeaTEL 21. EROSION OONTROL MEASURES SUCH AS SLT FEKCE ARE TO BE PLACED 5° INTO THE PROJECT FROM ORANGE CONSTRUCTION FENCE, AND SHALL REMAN IN EFFECT UNTIL DEEMED URNECESSARY GY TOWN OF WEBSTER. 72. fF AREAS WHERE SOn. DOSTURSWHOE HAS. ACTIVITES HAVE TEMPORARILY OF PERMANENTLY CEASED, STABILIZATION WEASURES SHULL GE WETATED BY THE ENO OF THE HEXT BUSIXESS OAT AND COMPLETED WITHIX FOURTEEN (14) bays (SEVEN (7) Bas IF OVER FIVE (5) ACRES OF OSTURBANCE, OR THREE (3) OATS HF GETWEEN NOVEMBER [hen AD APRIL Ia). $22 HOLT ROAD WEBSTER, NY 14580 1666+-436-0a0 WWiWMCMAHON-LARUE.COM CT TMOTHW LOCHNER 1654 LAKE ROAD WEBSTER, NEW YORK 14560 PROEOT a fog ooo coe ol LANDS OWNED BY . . ° | 4 TIMOTHY LOCHNER and L. CONCRETE WASHOUT AREA(S) SHALL BE INSTALLEO PRIOR TO CONCRETE 4 fy SELF-CONTAINED, po Neen eee ee nena LAKE ROAD, WEBSTER 2. THE COWTRACTOR SHALL SUBMIT THE DESIGN, LOCATION AN SIZING OF ail H ! — DRA SEOINENTATION CONTROL PAN HAD SHALL BE APPROVED BY Trle ENGINEER “ht He VARIES. i : E a fi 1 i WING. \"}: [see H "J LOCHNER SUBDIVISION LOCATION; WASHOUT AREA(S) ARE TO BE LOCATED AT LEAST SQ FEET FROM af { move2 | 7 TNE F100 CONTINGENCY PLAN MUST ADORESS THe CONCRETE WAGHOUT IF ft i H : NOTES AND DETAILS THE WASHOUT [IS TO BE LOCATED WITHIN THE FLOODPLAIN. = H ' —_= HAY BALES OF SIZE: THE WASHOUT MUST HAVE SUFFICIENT VOLUME TO CONTAIN ALL LIQUICG . . COMPACTED EARTH BERM 5 See to Se eae a CT a HR : wpe gons\ Lt] SEERGHE i WITH TAR. io a (See eto) STS BENG PART OF TOWN LOT 13 2, GURFACE OIECHARGE 15 UNACCEPTABLE. THEREFORE. HAY BALES O& OTHER . y AROUND THE PERIMETER OF THE CONCRETE WASWOUT AREA FOR CONTAINMENT. 7 i TOWNSHP 14, RANGE 4, SECTION 10 1 CUNEEI PPE wt BC OTN EORACARD TA. POL TE TReie Ree Une ie ere OTE SALT ont . ; PHELPS AND GORHAM PURCHASE “eg Ea ose ERCR COMA PEAPORAMED #0, WCE THE LOCATION Of THE COMCRETE washout 1 OPERATORS, OF CONCRETE a Lt TOWN OF WEESTER, MONROE COUNTY © SEES Oi ascey ieacdace, OPE AO GATED a Oma SAFETY FENCING OR OTHER WIPROVED METHOD. NAGSED Wm STATE OF NEW YORK 3 TE PLACEMENT OF THE CULVERT 1S DETERIMED BY Tre UE, GRACE AN ESTING GROWS GET CF he Cosine BOT wn) AGUACENT BAVEUAT OANERTS 5. WASHOUT AREA(S) ARE TO BE INSPECTED AT LEAST ONCE A WEEK FOR DEMGMED BY: AL, Gwu 40 FODARUAY AA)ST AE KEPT CLEAN GF, DAT AMM) ODEN PERS AT STRUCTURAL INTEGRITY, TE HOLDING CAPACITY AND CHECKED. FOR DEPTH VARIES Pofmid porvererienet sneering ar es, LEAKS, TEARS, OR OVE! , (AS REQUIRED BY THE CONSTRUCTION SITE 5 2 5 AL ten, seg von uaa ast We Riv Fema Ie ACESS Pe 1 ENVIRONMENTAL INSPECTION REPORT) WASHOUT AREA(S) SHOULD BE DRAW BY: sat eee er uta doses CHECKED AFTER HEAVY RAINS. DORETENT OF Pumit MEAT ian Fe OU OF SHOE BULL BE ROME WD ROPES ERNE SET RE TREE ED AND DISPOSEM Ee oo wane cater CHECKED EY: AL. own Legit om WHEN THE WASTE HAS ACCUMULATED TO HALF OF THE CONCRETE WASHOUTS SHEETING (OR METHOD POSE Meant (8 Pini SNOUT PRENATAL aBLe 37.03-01-035, 57.03-01-046 TEMPORARY CONSTRUCTION ACCESS HEIGHT. THE WASTE CAN BE STORED AT AN UPLANG LOCATION, AS AS OTRECTED BY ENGINEER) AME MERRY APPROPRI ALE at 1 SUL S08 PPE WH BE POSTED Br UIC, OOFDGHN Om CONDENS ry SOAS TRL APPROVED OY THE ENGINEER. ALL CONCRETE WASTE SHALL BE DISPOSED OF ScraE GATT Seetey OnE PROJ, iO 1451-00 a aes IW A HANNER CONSISTENT WITH ALL APPLICABLE” LAWS, REGULATIONS, AND SIDE SLOPES TO BE DRECTOR OF PURE ELON — Lm 21) OR 3: (HOMIMAL) OATH OCTOBER, 2023 EEE mR EGe eee CO easel nga pe TLE WORK PROJECT, INCLUDING SITE RESTORATION. SCALE 1" = 100" CONCRETE WASHOUT AREA Ls Ae eam one ae — = WOT TO SCALE exeET canine ®: ‘ J 6 ow 8 1451-00
COPYRIGHT@ by McMahon LoRue Associates P.C. 2023
PERC HOLE & OEEP HOLE DATA
Lois 2 & J onl Pere holes witnessed Lois 2 & Jon 12/1
ried by an aya /33, Lol
Creighton of COOH Eon 06/27/23. by Jom Creighton of WCDOH s/BE Lot #'0n 06/27/23.
To] bee aL pas [or] et [eee on he ee eee i + ~ rv aor i a." He] a | B .r rd om 2 lwomunG 4 to" i | if | Hage 4 Ses ot wa RY iZ A er ; tee | air |e | ar oe wv oy eT ie is | tt [i an an ” wr * He St | ty fameowes ar ao a on 18 [eo merce my mat 1? [wo moegcs tat] a ere fp a2 | te | erz toe he] Bp ure ow ues 8 Ee re ord r en on a i] tt | 3 1. 4 iT eb ey 3 a ee
BUMP _CONTROLS:
THE SEPTIC SYSTEM DESIGN DEPICTED OW THESE PLANS <S THE 4-G£DROOM DESIGN.
SEPTIC SYSTEM DESIGN:
| LEACH UNES ARE SHOWN 10° 0.C. 10 CuMNATE THE NEED FO A SOX EXPANSION AREA SHOULD THE DEVELOPER WSH TO CONSTRUCT HOMES WITH MORE THAN 4 BEDROOMS,
fn ee
SEPTIC SYSTEM SPECIFICATIONS:
SvSTEMS.
‘SURFACE WATER (5 TO GE OVERTED Away FROUW THE ASSORPTION AREAS WITH BERMS
OR DeCHES.
SEPTIC SYSTEM DESIGN TABLE Lal Ter | Pere Rote | wo. oF | besign Flows | Septic | tiie | urmut | no, oF | LENGE OF | yguahe’ | Sve Sue lasuot"Arco | Bosch kroo| Minimum [138 of, Septic | Distribution Bon/ No. Location | of a BEDROOM (GPD/Bedroom) tonk require PROVIDED | LATERALS | LATERALS OF EOS OF BEDS |{Sq. Feet} | (Sq. Feet} soy fie. {Minutes} 8 A (a A | ¢
fev ta min fn 3 110 1250 5 776 6 46 fj alle , | 3300 360 a Tight Sot | oseteibuti 2 N/A pi 2h 0 mafret] 110 1500 367 1 } 53 se | 60° [63° | 70 4400 vin 30’ Syatem | | Distribution Boxes
etude rin feck . |. | 300 5,360 . Tight Son [. i Wn hog sa ‘ ND 1500 567 a 7 33 [e | [6 | 70 | 00 | aaa ele System _| Distribution Boxes
ae ed 110 1250 275 276 6 46 | eae bes [an | 3500 3,360 : Tight Sol | preteinution & TOWN OF WEBSTER . WA Pan) 130 1500 367 371 7 53 | 58 | OY [7 | aeoo | sto System | Dsiriution Genes LOGATION SKETCH
@ 4 PVC, SOR - 21, OR SCHEDLE 40, CRED JONTS, 1/4" PER FOOT Meevuw
‘SLOP.
@ 1250 GALLON SEPTIC TANK - PRECAST BY KISTNER CONCRETE
PRODUCTS, INC. OR EQUAL FOR 3 BEDROOM, 3500 GALLON FOR 4 BEDROOM, G@ §° PVC, SOR — 21, OF SCHEDULE 40, THT J0NT, 1/8" PER FOOT wu
SLOPE,
@ DSTRIBUTION BOX - PRECAST CONCRETE SY KISTNER DONCREIE PRODUCTS, INC OR EQUAL SPEED LEVELERS ARE FO BE UTIUZED TO KEEP ALL OUTLETS aT THE SawE ELEVATION. ®D READER PPE (FOR OGTRIEVTION BOX LAYOUT) TO BE SLOPED AT 4/8" PER FOOT MAOMUY AND 10 BE 1900 LES. CRUSH STRENGTH PIPE.
@ 4” PERFORATIO PC, 1/16" PER FOOT bax, SLOPE, 1/32" PER FOOT WN SLOPE ALL DOSTRBUTION LINES ARE TO BE A unkaru OF HON CEKIER AND TO BE 1500 LES CAUSH STRENGTH PIPE, (10° ON CENTER FOR RAGED FULL SYSTEUS).
SEPTIC SYSTEM DESIGN NOTES:
1. CAURDRY WASTES 70 BE DISCHARGED TO SEPTIC TANK VA LAUNDRY PACK PUMP, F RECURRED. CHECM VALVE TO Bt PROMOGD © WASTES ARE Putt Pater GaSTMHT,
7. GRADING AT LEACH PELD SHALL PROMDE POSITIVE DRAAAGT MAY FROW FIELD SURFACES. 3. CELLAR GRLS TO BE MATERPADOFED TO PREMEHT mera TRATION OF S10R RATER. STOR WATER AHO FOOTING DRAINAGE TO BE DESCHAAGED WA Sui PUP 10 SURFACE DAWNAGE. DSCHARG OF STORM RATER FTO GACH FELD & PROMECED.
4. THE FOULOmNG Marubiis DASTANCES ARE To BE UAKTAMED:
=
& UACH UME 10 HOUSE = 20"
CG UEACH DAC 10 woh = 100°
O. Sex BED TO PROPERTY UNE = 100° E. DSTROUTON BOK 10 HKRGE = 20°
3. NG PORTION OF PROPOSED DAEVERAY TO SE iWSTALLED OVER SEWAGE DSSPOSAL SYSTEM 6 eG OuT OR FILL GREATER THAN Gr FOOT IM LEACH FIELD AREA mm A AWSED FO
‘SYSTEM WO OUT WW LEACH FELD AREA,
WAALAN A take Wi’ SEPARATION BETWEEN MATER SERVICE AND SANITARY FACIUTIES.
iby | * na] o~{*)ht capri - & Us i > —— <3 ~ Tal oe i z | 2|i & g bey | I Pir . .1 {2 ct.) oe) WF N ‘eee BE I. © {ores} y PLAN VIEW RAISED FILL SYSTEM SECTIONS MCDPH’ STANDARD DETAIL
TYPICAL FORCEMAIN INSULATION DETAIL
DOSING CHAMBER DOGNG CHAMBER
BaS. DESIGN 6G BASED C8 UTILS A KSTNER SF DveilTN REGENT: Pun Lee
NTS
‘TE PuuP CONTROL PAREL Seal BE LOCATED is Inf nOUSL
CLECTRICAL,
CORES OF Def CLICTIONAL ASPECTIONS StL BE PROMDED FO THE wCDOr PRON TO PLACEMEN OF PHE Pu
‘SATORS IO SERCE
Not To Sccte
1
RAISED FILL SYSTEMS
DOSING CHAMBER DESIGN-3 BOR.
#1
Lot | oof | Gesgn | Desired | Youre | Yotune | Drop | Vous | Raney [iin Ton
Mo | eesreem) Figs | Geena | Per lof Piping! Bowes | of First | Coposity | volume fe art, tet) {Get} | Used ites Witeq. (Carp iReq {Cet )]
? 3 2 30 0 Tea “oO MA a sia
t+ 3 a0 3a Lad ie nO HA 330 350
¢ 3 a0 30 140 184 eo A 0 sso DOSING CHAMBER DESIGN-—4 BOR.
Vt No, of | Dawgs | Downy | Woe | Volkere | Drop | Yoke | Remerwe file, Ton
ho bedroom) Mow Cyn Pat fot Pipang| Gores | of Fret | Capeety | Vekone
Pur Oey (Gon (Cet} | Used " (Gan) |Req (eat
? ‘ ag 30 180 za uO NA ag he
f ao 30 180 80 nO NA 0 7
4 ed so i) 260 0 Eo) ug 700
are L ‘ome ween Be hee, a “Nol f™ wan it aia i la a | oH ee ALARO PATCH. RESERVE CAPATY 1 — GUA CERCOHNEST APTERL ALAR Btu seco (AEE OTE 4 Jj > EFRUENT STAT Ue, en OF ey UNEL COvTan err
CONSTRUCTION_PR
VELL ANGE) PUMP SATION AUR SHALL BE UBERTY ALN Pail wit A PLAS RED ALE CRT THAD RCDATTS WHEN HGH GATOS LEVEL 6 MCAD OF APPROVED EQunc. Ie avid PAAEL ‘Su BE ASSOOATED WH owe
NTS
DISTRIBUTION BOX MCDPH STANDARD DETAIL
FICUEE NTs. 4 *
Pa 2H. fers a f fd mn = ima |e] | ple) amt) sned sn sonernmee a ceva A) a | NI Eoesiucton Standords. aust aot be wel shen i 2 at standing moter it te ove 5 alpen ENGINEERS AND SURVEYORS) “AB moterad aust be phced 66 the edge othe prapornd ite ond pushed into ploee by o duibtver stat mremiteinieg af feast ax (6) inches af AB under the trocts 4 The absorption trenches sto Se consincted a the AF motcniat fo moisiois Me seguaied Péninct vted! sporidor defeper ined detioms aad pemona! Ag groundewer of ampennaus sol trenches @22 HOLT ACAD aust nol be Geeper thon trate (12) aches ot ie SE frenthes stot rot be consineted I OM fot PweesteR NY 14680 Aah ponetinied the AR mere thew tere ( aanhex 5 ie anive cutoce of fhe AE gystem except Be kqpe, sh be coved mito rminen of sir (i) [16861 430-1060 fetes of kypoe? meander fa oahonce ama tine ite apstem ond seeded fo guess fepes sof be fl WWW.MCMAHON-LARUE.COM covered’ wt dares (I) fo sor (6) snches off iopaat CLENT:
& Sook shel ke ewasteted fe cond surfoce enter aun’ tte system ond provide coope gwar irom the
an TIMOTHY LOCHNER aBtanat ote far ght Sed Sessed Portes Ta lad WEBSTER, NEW YORK 1 The On-St0 Mosteester invotnes! Siem 2 desipued ior use 2 sods
e $ domingo percobior vate of 14580 ”
DATE REVISIONS BY:
2 Af regared Exisin 2 Sedimend Comino! end Stocm itofer Poddan Freveston Moir Qhalty ¢ Gumby DRAWING
4 Fiat Gode iepectin ~ Tea HOPE elf venly thece a edequele contr one Syste compares ant TOWNSHIP 14. RANGE 4, SECTION 10
surfers dhahege @ odieante.
Uf pie Ager any quentoas mgariing these procedures, phose conto! ies office of (203) 7E5-5060
thin seme (7) dys fom JEANETTE A. CAFALONE
PROJECT:
LANDS OWNED BY TIMOTHY LOCHNER and
LAKE ROAD, WEBSTER
LOCHNER SUBDIVISION CONSTRUCTION DETAILS
BEING PART OF TOWN LOT 13
PHELPS AND GORHAM PURCHASE TOWN OF WEBSTER, MONACE COUNTY STATE OF NEW YORK
DESIGNED BY an, Guu
MONROE COUNTY DEPARIMENT OF PUBLAS REALTY
ES Aled FOP FARA SRUDR AR? FAR
wAT CHECKED BY: AL, Gr SAL # 37.03-016035, 37.0301 O36 PROL NO- 1451-00 DATE OCTOBER, 2023 SCALE: 17 = oo" SHEET GADD PRE: 7 oo 8 1451-00
COPYRIGHT® by McMahon Lofue Associates P.C. 2023
A NDUIMS\DeD 2015 DME DETALS DUE 27.00
1", 1-2" AND 2” WATER SERVICE LINE NOTES lpolenles{ealenleoleol eal eal gel en leuleclrolen| " te eee L ‘Winer service lines chal be comumucted in eccondane with the negitlations aad _ speeificoebte of dhe Water Atthority. 2 Waser caredce Macy shall Were a inltiemnn of fini feel of cover dram finished] rad ie Lew areas snd six fees of corres froos Finiahed grade im paved mead. 4 ‘Waser bervict tines kat] be seperated ot east ton fect, mentored frou the owtnide +d the pipes, From newer mains of heptic typteyrss 4. Water service Heer abl) bar iemsified a: PRR Eres [nvr rire | ? TOWN OF WEBSTER MICWA Portion = from the water mala tomo bacleding | | | Type “k™ the congol vallve on the ROWApmperyfeaseansat linn t Coppa od LOCATION SKETCH - N.S Privass Penton = frou Ov contotvaet the meice «| 3° a 14 Miniaeom sine lt tint ™ Acceptabie sumcriel for privms portion ts ciaker Type "1" Copper ot Polyethybene plants (FE) M710, SDR 9, AWWA COI. NSP-PY, 20 pd (CTS OD) © Service Types iachade: Domestic a DS, Pre = FS. Ceetard = CMB i 5 H & ‘Bon Wale Antertys porta of fc eve Fine wal be imsaed afer te i ¥ 6 ‘Wades meacr{s) 40 be Jacaned 0 the insurior of exterior wall(s}imarecdiaaely pena FA MOTE: CHCRATO 10 UIT Oe REQUIRDANTS. nervice entrance iso the beiblvngis), o¢ be a obcety the Wied tried itiome warren. y DIP TRENCH i HI é NOY TO SCALE 2 2 7 PLUG OR CAP 2” BLOW-OFF WOT TO SCALE OT TO SCALE i i DATE REVISIONS BY. STANDARO WATER MAIN EXTENSION NOTES; RAOUL MEY IONS DME OETA OME 4G A DCIALS cm Oe ad PUBLIC WATER SYSTEM NOTES hetgone ant Gaeta) Perey aan rau ae rab Sura oP ‘Tew mee ed tm bg comperpeend fm eccemionce woh dhe meguintons andl es cry ee iit Neg ed ee a ee ee ey cpcdmen ee Seba or Se ee i ee . Here: Oe nee ee mee oe eee by ipa . + Foe Dyeeran peu at emmymave emmydieg pests. . Sep i Tr ree tee me poeta te te Be mere ae See ope ee tow stn enete Wenn mht] sel a Tecate mt inion of exten wells emily tpt balit ee, ae de tee el anaes ot oo cay road. anata ey clr ce eh el er iene hs Per Cl To Gq of Mer, 7 Sag Tek Ty meets ad pre oo cn dams ad Sele nee eee Sel eating ha combi ey om appeered rol ating, kbecitiry ba deters wi Sas peer ire mere er ee oe SS SL ea ee 2 mean inguating Sa mpdream. shove qreend mele be erepenterey vies emem (7) font Ce ee el CE Ninieendiety tienda! ee 2 TY fprenees of Oe A Dorie C0 fale en) of aaron ore sep OS Sey eee ot oe 1. WIM Bor SHALL OE COWTERID Onn WE And SET OM CoMPACTED Bet i 2 ANE ORAL Mit SUPPORT WALNE BOX. DEAD END PERPENDICULAR HYDRANT ASSEMBLY 2 ALL WALWOS SHAUL RT OPE LEFT CEPR: NOT TO SCALE ie k VALVE : \ Asseciates, P. C. NOT TO SCALF Se, ENGINEERS AND SURVEYORS)
822 HOLT ACAD
WEBSTER, NY 14680
(665) 436-1080
WWW. MCMAHON-L ARUE COM CUENT:
RDELALS OU 2018 Cat DETALS OMe ZED Oras e018 Det OPT Tal Se
1854 LAKE ROAD
Soa WEBSTER, NEW YORK
DONTAAETOR SHALL REMOVE ALL CORPORATIONS ASSOOATED eT TOWPORARY 14580 FOUTS (KE. SAMPUNG TAPS, CTC) ANE REPLACE TH THREADED BRASS PLUGS Ww — PROJECT: ainon LANDS OWNED BY
TIMOTHY LOCHNER and JEANETTE A. CAFALONE LAKE ROAD, WEBSTER
DRAWING
ADCAST pa 8 Coa Cua LOCHNER SUBDIVISION r — pecaromvene oe eer ne ——= CONSTRUCTION DETAILS as wer ween = o : STO tex ON WANT nid ASTMENT Loe ——-] Pe ee) _ ss Tec war 0 eet BENG PART OF TOWN LOT 13 an TOWNSHIP 14, RANGE 4, SECTION 10 17 aN PHELPS AND GORHAM PURCHASE TOWN OF WEBSTER, MONROE COUNTY oo PED Bey kaecne™ Genscan Sn STATE OF NEW YORK DESIGNED BY: AL, Gwu he en wal Te Y SoSet rat roe he ORAWNH BY: saT E —— f" CHECKED BY. ax, cw jo i POLYETHYLENE ENCASEMENT aBL. = 37.05-01-035, 37.03-01-036 } tu) annie FOE, @° CT. Sirae? Ci) stn PPE One CORONA 1 NOT TD SCALE PROJ, NO 1451-00 PERPENDICULAR HYDRANT ASSEMBLY 2. TMOG RE 7o OC USED WH POLTETHNLINE SCAVIEL Cony, DATE. QCIOBER, 2023 PERPENDICULAR HYDRANT ASSEMBLY METER IN TILE INSTALLATION SCALE: = 109 Kk z Rist SERVICE INSTALLATION Ela METER IN TILS INSTALLATION | scate by EN * NOT To SCALE 7 GADD FILE | urs a ei “ls SHEET 8 o« 8 1481-00 ‘em = —
COPYRIGHT® by McMahon LoRve Associoles PC. 2023