Dinks and Links 11X17 Scans

PRELIMINARY/FINAL SITE PLAN

DINKS and LINKS

FIVE MILE LINE ROAD

TOWN OF WEBSTER - MONROE COUNTY - STATE OF NEW YORK

— ‘Ss

=|

TOWN OF WEBSTER

/ / TOWN OF PENFIELD \\ \

\ \

iwi \. * VUES

MARQUES & ASSOCIATES, P.C. LAND SURVEYING

www.marquespc.com imarques@rochester.rr.com

LOCATION SKETCH (N.T.S.)

649 Park Avenue Rochester, NY 14607

IRONDEQUOIT WAYNE COUNTY EXPRESSWAY

(NEW YORK ROUTE 104)

(LOW. Vanes)

in SP Si

PEDO AHA ROU

| ine Bal, bn ——— a TU a ce Le eee Se foe Towce nase com t == on ba | ‘i i sa = Fa} i= = =! - AY "es ak x a i we a Ke MN Zé peas | HEE | ze pres poms 83 “

Repuited Owner

DP Ana’ Senior Houring Inc. SOO-DGS Cherry Ricige ted Tax Account ¢ O79.161-40.11

Liber 317 of Maps, Page 76

Tov acount 0079.16 1th

| \ Hard Road LIC »~™ 950 Ridge Road y, " Taw Account # O79.15-2f, 312 ee

Uber 340 of Mops, Page 20

Hagedorn ic Tax Account 6 079.1-L211

B.J..S WHOLESALE CLUB

GaiD (RADIA) SS

LEGEND

er ee =| PR ROW

ee ee re = PR EXTERIOR PROPERTY LINE

EX ROW

——— EX PROPERTY LINE.

EX EOP

—_—_—s oo COEX CENTERLINE Sas EX EASEMENT

os EX BUFFER

EX BUILDING LINE £ EX UTILITY LINE A EX MONUMENT —+———<]__ EXCB&ENDSECT fo} EX STORM MH te} io}

EX SAN MH EX CO.

EX LATERAL STUB fs —— EX HYD & VALVE

> EX LIGHTPOLE o EX POWER POLE = EX SIGN

eee EX TREE LINE

——— — — ss EXSTREAM EX FENCE

Department of Community Development Date Town Engineer Date Highway Superintendent Date Town Assessor Date Planning Board Chairman Date Webster Sewer District Date

.

proparod irr ror becinserey-ceadicbytnegibe Scord pene nie

atorotions or adden 9 2 a ficensed land surveyor's seal is a violation of ‘Section 7208, sub-section 2, of the Naw York State Education Law.*

“Only copies from the original af this survey marked with an origing! of the land surveyar’s ambassed ses! shell be considered valid true copies.”

“Certifications indicated hereon sigrely that this sarrey was accordance with the existing Code of Practice for

ta the parson far whom the survay Is preparad, and on his behalf to the ttle company, governmental agency, and fending institution, Certifications are not transferable to additional instituttons or subsequent owners.”

REVISIONS:

NO. i DATE DESCRIPTION BY

EXISTING CONDITIONS

DINKS and LINKS

000 FIVE MILE LINE ROAD WEBSTER, NY 14580

PREPARED FOR:

Joe Cattalani 649 Park Avenue Rochester, NY 14607

MARQUES & ASSOCIATES, P.C.

LAND SURVEYING ENGINEERING

930 East Avenue, Suite 1000 Rochester, New York 14607 585-723-1820 www.marquespc.com Imarques@rochester.rr.com

1

"Unauthorized alterations or odditian fo a survey map bearing a licensed land survayar's seat is a violation of Section 7209, sub-section 2, of the New York State Education Law.*

IRONDEQUOIT WAYNE COUNTY EXPRESSWAY “Only copies from the original of this survay marked with an (NEW YORK ROUTE 104) ofiginal of the land supine pentossed seal shail ba (Row. varies) eer.

“Certifications indicated hereon signify that this survey was prepared in accordance with the existing Code of Practica far Land Surveyors adopted by the New York Stata Association of Profassional Land Survayors, Said cortifications shail run only fo the parson for whom the survey is prepared, and on his behalf (a the tite company, governmental agency, and fending institution Certifications are not transferable (o additional wrahtvoons of subsequent owners.”

~ \ 7 GRID (NAD83) =

_]

Py

REVISIONS:

PROPOSED LOOP ROAD See See

DESCRIPTION ay SED PARKING AREA |

z PAC

PARCEL DATA:

a ~|8 " Ele Eli

PROPERTY OWNER JOE CATTALANI

9 a 420 i — = |

ZONING HC ZONING/PDD

SETBACKS 50’ BUFFER TO RESIDENTIAL

PARKING REQUIREMENT:

LEGEND

——— ee — PR ROW

(1 PARKING SPACE /175 SF OF BLDG)

38,710 SF BUILDING — eee | PR EXTERIOR PROPERTY LINE 38,710/175 = 221.2 es: PR EOP

es == PR DUILDING LINE — ss CLEARING LIMIT

NOVOrsew 4mSer

222 SPACES (9x18) ————— _ xrow 7 HANDICAP (8x18) — — — —— __EXpROPERTY LINE - TOTAL PROVIDED; 255 EX EOP F AMAT -_—___-Co oo EX CENTERLINE ‘aan 247 SPACES (9x18) : 8 HANDICAP (8x18) _————— _~—s EX EASEMENT

—= mn —s«EX BUFFER

- SHOWING: i. EX UTILITY LINE Naa°se'ze"£ 4,12' 358,547 SF A EX MONUMENT R=105.43° ‘ayn . 8.231 AC : 143,80" Ses3707"& 29,21 a < EXCB& END SECT pared ) EX STORM MH be Wend : os ciara Z; ‘ ° EX SAN MH SITE PLAN Ea ea a ON ove a 3 y Z E => C ee, ° EXCO Seg STRESS rae = nace ie EX LATERAL STUB DINKS and LINKS ro Bocz0 Serr Gre -— —— Tax Account # O79.11-1-21 17 t e EX HYD & VALVE = 7 o EX LIGHTPOLE 000 FIVE MILE LINE ROAD . STAGE PAVILION o EX POWER POLE WEBSTER, NY 14580 wT 7 (20° x 309 . — - & > EX SIGN = EX TREE LINE. . pe 25° LIMIT OF CLEARING = =a i ® ae) —_————— EX STREAM Seeger Sf OS — ee | PATIO <same EX FENCE rs —— 40" x 280 “ a ESS | (G7). , a = PREPARED FOR: re =e pri, Be 2 : ‘ 4 7 i 3 ! _— ; ; ; a a Joe Cattalani w a , KAY COTO SEY as i ( Rochester, NY 14607 9 —s ' | ; | = Po id H — 3 x ' | f t 4 H 5 ree ne . a ee vl | Pinal pms fi | V Ss ia t 3 ee re MARQUES & ASSOCIATES, P.C. 238 Rs san cour LAND SURVEYING Ni re in ys (0 436 AC] ENGINEERING tk ak, Ey 930 East Avenue, Sulte 1000 j z } Rochester, New York 14607 f i q 585-723-1820 at Ry — B69 63 6 6 Department of Community Development Date www. marquespe.com 7 oe imarques@rochester.r.com es. > Date: March 17, 2026 VOUrY mats | Town Engineer elt Project #: 2025008.1-1 Scale: 1"=60' Ss ~ Drawn by: PAC Nee ore _ —— — Checked by: LEH = > B.J 'S WHOLESALE CLUB Highway Superintendent Date ‘a # £ ve YO Repusted St don senor Flag Ie 33 Town Assessor Date SOE SES Camry bape Bhond ag Tae Aawwet 0079 Mb aa It Ader 317 of Maps, Page 76 } m 25 LIMIT OF CLEARING : H rf BY \ mP) | \ = = ome ae top saaiihorin’ 74 q Planning Board Chairman Date 898 Ridge Road 950 Ridge Road Sf % Tan Account $ 079.14-1-44 Tax AcOQUAL # O79. ELIZ a ~~ % 4 Liver 340 of Maps, Page 20 “ iA b / XN Webster Sewer District Date

"Unauthorized atteretions or additian to @ survey map bearing a licensed land surveyors seal is @ violation of Secton 7209, sub-saction 2, of the New York State Education Law,"

IRONDEQUOIT WAYNE COUNTY EXPRESSWAY (NEW YORK ROUTE 104)

(aw vans

“Only copies from the oriyinal of this survey marked with an anginal of the land survayor's ambossed seal shall be considered valid true copias.”

GRID (NADB3)

“Certfications indicated hereon signify thal this survey was prepared In accordance with tha axisting Code of Practice for Land Surveyors adopted by the Naw York State Association of Professional Land Surveyors. Said certifications snail run only fo the parson for whom the survey is prepared, and on bis behalf lo the tile company, govemmental agency, and fending institution. Certifications are not transferable to additional institutions or subsequent owners”

NY, — Hr

0. 12° HOPE-SF @ 0 40%

| iyvea9g/24 Foness srr | TOF We OO VEGETATIO SALE 0 60 120 zw se beoaraion me =| POND 1P 0) Scale: 1” = 60" | SWPPP POND REFERENCES: | — @ Prono 1 INFILRATION TRENCH - $05.0 LONG x 1/0 BREATH BROAD-CRESTED REC! @ POND 2AP . PLUNGE POOL - 215.0 LONG + $07 SWE Z x10 BREATH LEGEND BROAD - CRESTED RECTANGULAR WEIR Sees ® POND 2° :HORETENTION - 207 LONG + 2.07 SIDE Z x 15.0 BREATH ——— E*XaOWw ee PR ROW BROAD « CRESTED ANGULAR WEIR — — — — --— EX PROPERTY LINE -—— PR EXTERIOR PROPERTY LINE : vanes om @ Pon 3° - NORTH POND - EXISTING - 12.0" ROUND CULVERT BX FOP PR EOP i | paeeneen 10.2) Wx 9" 0 VEGETATED SWE 2.0° VERT. ORIFACE/GRATE EEX ENTERLINE PR BUILDING LINE + CENTER POND " ye SUES SEITEN 34.0" « 24,0" HORIZ. ORIFACE GRATE — = = = —_EX EASEMENT —@ stB—4d_ PRSTM LINE-MIF-CBES POND 1P } EXISTING - 10.0° LONG + 3.07 SIDE Z x 15.0 BREADTH — + —— = EXBUFFER ® PR STM INLET MIL BROAD - CRESTED RECTANGULAR WEIR: EX BUILDING LINE S -@— PRSAN LINE & MH POND 4P - REVISED CENTER POND « EXISTING 24.0° Wx 12.0'H, - ‘ ome © R= 12.0°ARCH CULVERT . EX UTILITY LINE -—-—@———- PRCLEANOUT & CURB ST meer + ® POND SP - SOUTH POND - EXISTING 48.0° ROUND CULVERT a EX MONUMENT w—4e—_s PR WATER LINEHIYD-VALVE NOTES: a < EXCB&END SECT PIPE MATERIAL SHALL BE SOR 35 PVC “NOTE SUBMIT SHOP FOR ALL UNLESS OTHERVASE NOTED. © EX STORM MH ALL STORM & SANITARY SEWER PIPE TO ° EXSANMH 13 Bate BE SOR 35 PVC WITH CLASS | BEDDING. ° a cubhes oe EX LATERAL STUB Pe pe EX HYD & VALVE * EX UGHTPOVE UTILITY PLAN o> EX POWER POLE ———— > EX SIGN TELE Prisiowsy tar A ; . DINKS and LINKS eae Ts tu Anan dora EXT RTEELINE a «EX STREAM _ 4 000 FIVE MILE LINE ROAD STAGE PAVON i——1——-— EX FENCE < 12°@ 0.28% 20°" 30) WEBSTER, NY 14580 troonynte ewrey Wied? Inc Bimee 2S [n= 25° LIMIT OF CLEARING az weortous an (rey ee ie Dee oe Eee > THEI. SOE LOPES fa semoss tage 5 ts Monroe County Department of Public Heaith “Die ae wee cms ; yo PREPARED FOR: =O hetaos 12° @ 0.28% pray Seip BF Ce - These plans for Public Sanitary Sewer Extension / & gts ‘“ Impravement are hereby approved pursuant to Artide . hee BOD 17 of the NYS Envircamental Conservation Law subject Joe Cattalani wo | oreny > ‘a 1a conditions of Approval 649 Park Avenue Laramng Director of Public Health wi Ha ivesg0 10 rt Rochester, NY 14607 = | PROPOSED_PARKING LOT | | 5 , | & Putt « Health Engnewr Daw = 160- 12°@ 0.28% we CA ST4.0 | RIM=402.0 veron oS . CO ST-3.1 | Fikeatoe o — meee 1 | MONROE COUNTY WATER AUTHORITY WATER DESIGN i = psares ——) 113 12" @ 0 28% ~ | APPROVED. 2 0 a. —_—7 — a DATE. — saps cetera | MARQUES & ASSOCIATES, P.C. xRs C ) Cc D} C » INv=307 a8 LAND SURVEYING leggs $ @® Pon 2 ENGINEERING ess 1 a MINE GOLE z Ress ‘mas FUNG POC Tie x PTB) (0.448 AC) 930 East Avenue, Sulte 1000 2 fy é aud Rochester, New York 14607 . ja pt = 585-723-1820 ~ Ls ae INFILTRATING BIORETENTION (96 «2157 4005 Department of Community Development Date www.marquespe.com ee ots j Ler @ rove POND ZAP suane imarques@rochester.rr.com -e—~< PAVILIONS sate f 29/WIRE RAGAD CRESTED WEIR AT ELEO1 50 7 Date: March 17, 2036 inate oats VOLLEY BALL Town Engineer Date Project #: 2025008.1-1 ~~ Scale: 1"= 60! Drawn by: PAC a —e% t - - Checked by: LEH & B.J . S WHOLESALE CLUB Highway Superintendent Date Re (25' LIMIT OF CLEARING F F (Py us Se SSS az Town Assessor Date Iecamon ee aat Uber 317 of Maps, Page 76 f - f 25° LIMIT OF CLEARING me) praetor Planning Board Chairman Date Rvage Ret $30 Rhige Boat | Tae Ant FOPR OSE Tat Ascot # OTR ISEAIIE 4 i Uber B40 et Mase, Page 30 = \ | esse Webster Sewer District Date

“Unauthorized alterations or addition to a survey map bearing @ licensed tand surveyor's swat is a violation of Section 7209, subipectde 2, of the Mew Yoo State Bdvcation Lew.*

IRONDEQUOIT WAYNE COUNTY EXPRESSWAY (NEW YORK ROUTE 104)

(ROW VARIES)

“Only copies trom the original of this survey marked with an original of tha land surveyor's embossed seal shall be consaducod vee ue Cogees.*

2 GRASS STR 10 7 Ws #°D VEGETATED SWE

ORSCHARGING TO. PW lS OVE TRATION TREN

2 WRIS'D INFILTRATION PRLNGM

Meprtocn Fase iC Tan Accra 4 PRA IE I

GAID (NADB3) 3 == =>

420

ee

LEGEND.

PRROW PR EXTERIOR PROPERTY LINE

“Cartfications indicated hereon signify that this survey was prepared in accordance with tha existing Codo of Practice far Land Surveyors adopted by the New York Stal Association of Profossional Land Surveyors. Said certifications shall run only ta the parson for whom the survay is prepared, and an his behalf to the title company. governmental agency, and fending institution. Certifications are not transferable to additional masiiOuns of sabeequent ownora *

REVISIONS:

NO. DATE | 1 414-26 4 PARKING LOT PAC

DESCRIPTION BY TORADING UNITY

m-_—_—_—O PROP _—_——_ PRBUILDING LINE 400 PR CONTOUR LINE — PR FLOW ARROW —@ stm _<4 PR STM LINE-MH-CH-FS ® PR STM INLET MH Ss -@— _PRSANLINE& MH a s--- PR CLEANOUT & CURB STOP a »—>t— PR WATER LINE-HYD-VALVE _— SO EXROW SS GRADING PLAN eee EX CENTFRLINV. DINKS and LINKS

EX EASEMENT

EX BUFFER

ee 000 FIVE MILE LINE ROAD ¢ WEBSTER, NY 14580 EXUTILITY LINE ; A EX MONUMENT [baie / Wer swat P25" MIT OF CLEARING a EXCB& END SECT SP waorrous 1 show (re) = Be WIT d? sor Ores ©) EX S1ORM MH Se ; vise ie) EX SAN MIL PREPARED FOR: oo | e EXCO bee EX LATERAL STUB ; _ i. H =_ Joe Cattalani nm wie PROPOSED BUILDING Siew = MHD VALVE 649 Park Avenue Z g 71 : = = | L160'x 260° C87 10S) > EX LIGHTPOLE Rochester, NY 14607 ‘FF = 406.0 FIRE PITS * o EX POWER POLE .o) 5 < en Coe } = eS ~ EX SIGN wenneeneeee EX TREELINE ik - @ ——— —— —sEXSTREAM } CASTan . ~ ip \ 1) n$02 ie EX FENCE . aoa | \ MINS OOS ann ds NY amomior — 72S ieee - a = mg Sa Extsosua $ 4033 = —

—— / ara ae MARQUES & ASSOCIATES, P.C. xed F ¢ > C y ; 3s & LAND SURVEYING eins —tn2— ? ais : ENGINEERING gs} = a a8

2 HES ne a tum TRUNGE POO [ie nT a 930 East Avenue, Suite 1000 a gé A othe aS Rochester, New York 14607 = r Bd | i \ mi 7 545-723-1820 " iB3 : \ “265 NEI TRATING BIORE TENTION (36 7 215) — — — a Department of Community Development Date www. marquespc.com ; as TE INCL BA CPE ATED WER AT ELA 5 ~ “savel ~ —mns ’ imarques@rochester.rr.com — PAVILIONS’ 2 sf —si-— Pane Sts 10x 20" , = a — : z Sm, <r - Date: March 17, 2026 Sav Sige 2-9 © Oe uae oa ae — 5 | Town Engineer Date Project #: 2025008.1-1 carne’ ny = Scale: 1"= 60° 2 3 2 SS: a “ : Orawn by: PAC J : = ' . = Checked by: LEH 2 Bu. Ss WHOLESALE CLUB Highway Superintendent Date = A DANO) kane Nesaig 32 F Town Assessor Date POMS Qeery Rarge bot s . $ ‘ Taw Aerouee #000 0242 | j Hy Ler 517 of Maps, Page 76 . | * , = Ny (25* LIMIT OF CLEARING ; | v earns } pes oi GN Planning Board Chairman Date 950 Ridge ys — Tax. yeaa thle Tax Account # O7P.AS-IL IZ =! 4 Liber 240 of Maps, Page 20 7 \ | weses Webster Sewer District Date

IRONDEQUOIT WAYNE COUNTY EXPRESSWAY i

thowpmeroce

(NEW YORK ROUTE 104)

CONSTRUCTION SPECIFICATIONS

ALL GRADED OR DISTURARD AREAS INCLUDING SLOPES SHALL DE PROTECTED DURING CLEARING AND CONSTRUCTION IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN UNTIL THEY ARF PEAMANENTLY STABILIZ

D.

ALGSFNIMENT CONTROL PRACTICFS AND MFASURES SHALL AF CONSTRUCTED, APPI IED AND MAINTAINED IN ACCORDANCE, WITH THE APPROVED EROSION AND SCDIMENT CONTROL PLAN

TOPSOIL. REQUIRED FOR TIF ESTABLISIIMENT OF VEGETATION SHALL BE STOCKPILED [N AMOUNT NECESSARY TO COMPLETE. FINISHED) GRADING OF ALL EXPOSED AREAS.

= 4 AREAS TO BE FILLED SILALL # CLPARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE [REES, VEGETATION, ROOTS OR

ross sme

10.7 We °D WGETATED swate WARGING TO

PW IE ONE TRANON TRENCH

7 MASS ster TO 7 We 5*D VEGETATED SWALE DISCHARGING TO 2 Wx 39’ D INFILTRATION TRENCH

= TOPSOIL.

———e w=

=e

Re

zO5

OTIER OBJECTIONABLE MATE IAL. 5. AREAS WHICH ARE TO BE TOPSOILED SHALL BF \CARIFIED TO A MINIMUM DEPTIE QF FOUR INCHES PRIOR [0 PLACEMENT UF @ ALL FILLS SILALL DE COMPACTED AS REQUIRED TO REDUCE EROSION, SLU'PAGE, SETTLEMENT, SUDSLDENCE OR OTHER

RELATED PROBLEMS FILL INTENDEN) TO SUPPORT RUIL DINGS, STRUCTURES AND CONDUITS, ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES

‘© SHALL RE COMPACTFN IN

7 ALL FILL SHALL BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 9 INCIIES IN TILCKNESS,

EXCEPT FOR APPROVED LANDFILLS. FILL MATERIAL SIIALL BE FREE OF FROZEN PARTICLES, BRUSI!, ROOTS, SOD, OR OTIIER FOREIGN OR OTHER OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS

9 FROZEN MATERIALS OR SOFT, MUCKY OR IUGIILY COMPRESSIBLE MATERIALS SIIALL NOT BE INCORPORATED IN FILLS. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES,

ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF DEVELOPMENT.

SFFPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BF HANDLED IN ACCORDANCE WITH THE STANDARD AND. SPECIFICATION COR SUDSURFACE DRAIN OR OTHER APPROVED METIIOD.

ALL GRADED AREAS SHALL DE PERMANENTLY STADILIZED [IMMEDIATELY FOLLOWING FINISIIED GRADING

STOCKPILES, BORROW AREAS AND. on AREAS SHALL BE SHOWN ON THE PLANS AND SHALL BE SUBJECT 10 THE PROVISIONS OF THISSTANDIAKD AND SPECTFICA’

LAND GRADING SPECIFICATIONS

STABILIZATION MEASURES NOTE

[IN AREAS WHERE SOIL DISTURBANCE HAS BEEN TEMPORARILY OR PERMANENTLY CEASED, TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES SHALL RE. INSTALLED AND/OR IMPLEMENTED WITIIN SEVEN (7) DAYS FROM THE DATE THE SOIL DISTURBANCE ACTIVITY CEASED, THE SOIL STABILIZATION MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THF MOST CURRENT VERSION OF THE TECHNICAL STANDARD, NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL,

SOIL RESTORATION REQUIREMENTS.

TYPE OF SOLL DISTURBANCE

SOIL RESTORATION REQUIREMENT

COMMENTS/EXAMPLES

NO SUIL DISTUKBANCE.

RESTORATION NOF PERS TED

PRESERVATION OF NATURAL FEATURES

MINIMAL SOIL DISTURBANCE RESTORATION NOT REOLARFD CLEARING AND GRUGBING isa Ae iMac aD

AREAS WHERE TOPSOI y 7

ASN HERE TX aon APOLYAINGHNS | AERATE AND PROTECT AREA FROM ANY ONGOING

i ‘ 2 OF Toru APPLY 6 INCHES CONSTRUCTION ACTIVITIES

OF TOPSOIL.

Wace WSGCAD

AREAS OF FILL AERATE AND APPLY FULL SOIL

CUTOR APPLY GINCHES | RESTORATION OF TOPSON Vy TRAFFIC AREAS ON SITE

(ESPECIALLY IN AZ

FOUNDATION WALLS)

APPLY FULL SOLL RESTORATION (DE-COMPACTION AND COMPOST ENHANCEMENT)

AREAS WHERE RUNOFF RENUCTION AND OR INFILTRATION PRACTICES ARE APPLIED

RESTORATION NOT REQUIRED, BUT MAY RE APPLIED TO ENHANCE THE REDUCTION SPECIFIED FOR THE APPROPRIATE PRACTICES

KEEP CONSTRUCTION EQUIPMENT FROM CROSSING TILESE AREAS. TO PROTECT NEWLY INSTAI LED PRACTICE FROM ANY. ONGOING CONSTRUCTION ACTIVES CONSTRUCT A SINGLE PHASE OPERATION FENCE AREA

REDEVELOPSIENT PROJECTS

SOIL RESTORATION IS REQUIRED ON REDEVELOPMENT PROJECTS IY AREAS WHERE EXTETING IMPERVIOUS AREA WILL BE CONVERTED TO PERVIOUS ARPA

LEGEND

EX ROW ee ee PR ROW

EX CONTOUR LINE mm PR EXTERIOR PROPERTY LINE £X EOP _ SO PRECOP.

£X CENTERLINE PR BUILDING LINE

EX EASEMENT —— 400 PR CONTOUR LINE

EX BUFFER ey PR EOP

EX BUILDING LINE oO PR FILTER FENCE

EX UTILITY LINE gy PR RIP-RAP

EX MONUMENT PR SILT FENCE

EX CB & END SECT — PR FLOW ARROW Eten rr PR WET SWALE

EX SAN MH

_ —@® sia—<¢ PR STM LINF-MH-CB-ES

eat reraierus @® PR STM INLET MH Broly Auve 5 -@— ss PRSANLINE& MH

EX STREAM

- — Tone ToaM oF easTER no = [@) = COSTAe Ptaco2 —— - PROPOSED wr enenee Sy PARKING LOT. ry 8 1 Cc Co Cc») . Fa we 402: i} ie PLUNGE POCK (10 x 21h) = OX eal : Ay a 4005 INFILTRATING HORETENTION i e211 404

25! UMIT OF CLEARING = (TP)

gabe, aa ROOMS Cherry Kaye tee Fseesecporey Sp. Meant

Uber 317 ct Maps, Page 75

NET smaus nrignorroMts 15 HIGH \ Pest hd

mi

>

&

we

ze

ule

So

a

aa i Reputed Owner Owner | \

898 Ridge Ro LUC Hard Rosd A | 598 Ridige 650 Deage Rint Tax Account $ O79.36-1-44 Tar Aceon # OORLELATNZ

Uber 340 of Maps, Page 20

en

‘4

\ Mion POMMONENT \STOME TONE CoacH Qans ave sor Vy

i

7 Or

Reputed Owner Hegedom Plara LLC Tax Amount 4 079.1201 \

Fe 25 LNT OF CLEMENS (rv)

GRID (NADS3}

a

B.J.'S WHOLESALE CLUB

EROSION AND SEDIMENT CONTROL CONSTRUCTION SEQUENCE

THE CONSTRUCTION SEQUENCE CONSISTS OF 8 QENERAL STEPS, FOLLOW THE SEQUENCE as DESCRIBED ON THE DRAWINGS AND AS SUP! BY ANY REFORTS CONSULT

PLEMENTED THE Ni SPEC ws EO ee Ant NILCONTHOL FOR AUGATRRAE REA TS OT STE PE

STEP 1’ PRE-CONSTRUCTION ACTIONS

RESOURCE PROTFCTION

+ DEVELOPER SHALL EVALUATE, MARK AND PROTECT IMPORTANT TRI |S AND

SOCIATED ROOTING ANS WETLANDS

SUREACF WATER PROTECTION

* PROTECT ON-SITE OR BoivysTRcaM SURFACE WATER SUBJECT TO DISTURBED AREA RUNOFF AS SHOWN ON DR: RAWINGS

Ame

oo ESTABLISH TEMPORARY ction ENTRAKCE(S1

* STABILIZE BARE AREAS (ENTRANCES, CONSTRUCTION ROUTES, EQUIPMENT PARKING AREAS) IMMEDIATELY AS WORK TAKES PLACE. TILE CONTRACTOR SHALL TOP THESE AREAS WITH GRAVEL OR MAINTAIN VEGETATIVE COVER

* REMOVE SEDIMENT TRACKED ONTO FUDLIC STREETS TO THE SATISFACTION OF erECTING ENGINEER OR GOVERNING MUNICIPALITY, CONTINUE TO RERIOVE ANY

EDIMENT TRACKED THROUGHOUT THE FOLLOWING STEPS OR UNTIL SATE

SrAntL IZATION IS. ud ASHED

ry z

INSTALL SIL ee ‘NON DRAWINGS, OR AS DIRECTED BY INSPECTING

ENGINEER OR GOVERNTG MUNICIPALTEY PLACE SILT FENCE ON OR PARALLEL TO CONTOURS WHERE THERE IS NO CONCENTRATED WATER FLOWING

* FNSTALL SEDIMENT BASINS AS SHOWN ON DRAWINGS, OR AS DIRECTED BY INSPECTING ENOINEER OR GOVERNING MUNICIPALITY

STEP 2, RUNOFF AND DRAINAGE CONTROL

RUNOFF CONTROL INSTALL REMAINING EROSION AND SEDIMENT CONTROL FEATURES,

* DIVERT OFF-SITE OR CLEAN RUNOFF AWAY FROM OR AROUND DISTURBED ARRAS

* CONVEY SURFACE FLOWS FROM LUGILY ERODIBLE SOIL AND STEEP SLOPES TO Stee SUTTAM © STAND) ARRAS.

* SLOW OR REDIRECT RUNOFF FROM EXISTING OR PROPOSED CUT AND MILL SLOPES TO LOWER WATER VELOCITY,

* ENSURE SITE DRAINAGE FREVENTS FROSION, CONCENTRATED [LOWS TO ADJACENT. PROPERTIES, U CommoueD OVERFLOW, AND PONDING

* THE CONTRACTOR SITALL SEED CHANNELS AND STREAM BANKS AT THE OUTLET POINTS.

* THE CONTRACTOR SHALL INSTALL CILECK DAMS TO SLOW DOWN TILE VELOCITY OF CONCENTRATED FLOW AS SITOWN ON TIIE PLANS. OR AS DIRECTED BY THE DEVELOPER.

* THE CONTRACTOR SHALL PROTECT EXISTING NATURAL DRAINAGE SYSTEMS AND. STREAMS BY MAINTAINING VEGETATIVE BUFFERS AND HY PROVIDING THE OTHER, EROSION CONTROL FEATURES

STEP 3) GRADING

* COMMENCE CLEARING AND EARTH DISTURRANCE AFTER SEDIMENT AND EROSION CONTROLS ARE INSTALLED.

* STOCKPILE, PROTFCT AND STABILIZE TOPSOIL IN A LOCATION AWAY FROM DRAINAGE STRUCTURES AND WATER BODIES

* MAINTAIN AND DO NOT DISTURB ESTABLISHED BUFFERS, THE INIGH WATER LINE OF A WATER BODY, STEEP SLOPES OR OTHER PROTECTED ZONES.

+ _DONOT IMPAIR EXISTING SURFACE DRAINAGE THAT WILL RESULT IN A POTENTIAL, EROSION HAZARD [MPACTING ADJACENT LAND OR WATER BODIES,

* CONTRACTOR SHALL NOTIFY GOVERNING MUNICIPALITY AND INSPECTING ENGINEER SHOULD ITlEY FNCOUNTER FARM TILES DURING FART MOVING OPERATIONS TO DETERAIINE REMOVAL, PLUG OR CONNECTION TO STORM $1 STEM

STEP 4: FROSION CONTROL MAINTENANCE AND STABILIZATION INTAIN EROSION CONTROL FEATURES IN GOOD WORKING ORDER. * IMMEDIATELY STABILIZE SITE PERIMETER SURFACES * STABILIZE SOIL STOCKPILES AND EXPOSED SURFACES I’ So), MULCH O8 OTHE APPROPRIATE MEASURES AS SOON AS POSSIILE. OUT NO MONE DIAN T DAYS Al CONSTILCNON ACTIVITY ws O WARPED IS THAT ARIA TORAKY

2. APPLY TEM STADILIZATION MEASURES "1 aaataaies ADL OSSTUNALD ARFAS WHERE hone 15 DELAYED OX COMP ETE ed (SSTALL ADDITIONAL MEASORES fF ORDERED BY GOVERNING MUNICIPALITY OR

(SSPECTING ENOINERE

STEP 5: SEDIMENT CONTROL. STABILIZE SWALES OR OTHER AREAS THAT TRANSPORT CONCENTRATED FLOW. * PROTECT DOWNSPOUT OR SUMP PUMP DISCIIARGES WITH ACCEPTABLE OUTFALLS: SUCH AS SPLASH BLOCKS, SOD OR AS DIRECTED BY INSPECTING ENGINEER OR GOVERNING MUNICIPALITY.

STEP 6; INSPECTION INSPECT Fl ATURES AS INDICATED ON DRAWINGS. AT A MINIMUM, DEVELOPER WILL PERFORM INSPECTIONS ONCE EVERY 7 CALENDAR DAYS OR TWICE EVERY 7 DAYS SHOULD DISTURBED AREA MEET OR EXCEEN $ ACRES.

* _ MAINTAUN, REPAIR AND/OR ADD EROSION AND SEDIMENT CONTROL FEATURES AS DIRECTED BY INSPECTING ENGINEER OR GOVERNING MUNICIPALITY,

* PROVIDE AND IDENTIFY QUALIFIED CONTRACTOR-EMPLOYED PERSON OR HIRED ENTITIES RESPONSIBLE FOR CONDUCTING STORMWATER MANAGEMENT AND MAINTENANCE ACTIONS.

"RETAIN COPY OF ANY INSPECTIONS AND SWPPP ON-SITE DURING CONSTRUCTION PLUIASE IX AN ACCESSIBLE HUT SAFEGUARDED LOCATION,

STEP 7 FINALIZE GRADING & LANDSCAPING

* RESTORE ALL DISTURBED PERVIOUS AREAS IN COMPLIANCE WITH NYSDEC STORMWATER MANAGEMENT DESIGN MANUAL TAHL EF 5.1 (SHOWN ON THIS DRAWING)

* STABILIZE ALL OPEN AREAS, INCLUDING BORROW AND SPOIL AREAS USING PERMANENT TOPSOIL, SEED, SOD, MULCH. RIP RAP OR OTHER PRACTICE AS SHOWN ON DRAWINGS,

* — STADILIZE SITE WITIEN 7 DAYS AFTER CONSTRUCTION ACTIVITY HAS CEASED OR, AS NOTED IN THE SWPPP.

* REMOVE TEMPORARY CONTROL MEASURES WITHIN? DAYS AFTER DIRECTED BY INSPECTING ENGINEL R OR GOVERNING MUNICIPAL ITY.

STEP § POST CONSTRUCTION CONTROLS

* DEVELOPER SHALL FNSURE THAT PERMANENT STRUCTURAL OR NON-STRUCTURAI PRACTICES ARE PROFLRLY DESIGNED TO SUIT TIIE POST-CONSTRUt CONDITIONS

"Unauthorized alterations or addition to a survey map bearing 8 licensed land surveyar's seal is a viofation of Section 7209, sub-section 2, of the New York State Educatian Law.”

“Only copies from the original of this survay marked with an original of the land surveyors ambassed seal shall be considered vatid true copies,”

“Cortifications indicated hereon signify that this survey was prepared in accordance with tha existing Code of Practice far Land Surveyors adopted by the New York Stats Association of Professional Land Survoyors. Said cortifications shall run only to the parson for whom the survey is prepared, and on his behalf to the titie company, governmental agency, and fending institution. Certifications are nat transterabla to additional institutions or subsequent owners.”

EROSION CONTROL

PLAN DINKS and LINKS

000 FIVE MILE LINE ROAD WEBSTER, NY 14580

PREPARED FOR:

Joe Cattalani 649 Park Avenue Rochester, NY 14607

MARQUES & ASSOCIATES, P.C.

LAND SURVEYING ENGINEERING

930 East Avenue, Suite 1000 Rochester, New York 14607 585-723-1820 www.marquespc.com imarques@rochester.rr.com

Department of Community Development Date Town Engineer Date Highway Superintendent Date Town Assessor Date Planning Board Chairman Date Webster Sewer District Date

whiten toa rf map nd @ heanned tend surveyors seal is 2 vietution of Section 7209, sub-section 2, of the Maw Vir Statn Eekecation Law.” “Onty copies Som the aslpatal of thls surwoy marked witht an e original of Sue tard surveyors embossed seal stl de 410 -— = = a = consktored valid tuo copes * 5 38 eB BA 38 Bs s «8 410 Fe Sas o8s oles 2a8 See vas 23 s 28 *Cortiications indicated horeon signify that this survey was ai 2839 me sss8 TSee etry FSBe g8ag : on weeks os prepared in accordance with the existing Code of Practica far 3 eee ches Had SS I ree iss ass = SEB? esse 7 Land Surveyors adopted by the Naw York State Association of BO BSS ses asz=0 PROROSED! 226 225 é Se 3 == £2 marys S Professional Land Surveyors, Sald certifications shall run only [ead 0} GRADE ~ = ~ 3S we SeS 410 Kin o nN to the person for whom the survey /3 prapared, and on his rrcromD cao osBce GRS e= ae behalf to the title company, govermantal agency, and lending og ate LS freer cS a s Ss bs P=} institution. Certifications are not transferable fo advitional - ee SS Ss ae | ae PROPOSED 3 3 7 a 5 y We r ~---—> ~ eaapE a qa institutions or subsequent owners. | pnsras ee ee g2 ze - GROUND —J ~ ~ @--7>7 7 ee Basta Vw | eee +------F » oS =o! 400 —— CRON foe mab ae REVISIONS: 0.29% 400 = == 1001LF @ 0.24% 7OLF 7 eed 60 LF @ 0.40% 140 LF @P.40% 15° BOR 36 PVC 12° SDR)35 PVC 1 sDEmO ENC = CONNECTED TO 0! No. | DATE DESCRIPTION BY 1201 F @0 18% a 13 18° SDR 38 PVC 15" SDR PVC ‘CONNECTED TO 2 LF @ 420% eT arts 18" $OR 35 PVC 18" SDR 38 PVC Die" ST-1-4 exsmnc 19“ | 70 LF @ 0.08% ASS abet Ny ‘STM PIPE END 42" PVG SDR-3S «0 — 120 LF @ 028% 20LF 02TH 4 12° sprssrve 12° SOR 35 PVG ATOM ELEV. ee ce | » 2} ~ be ba = al =] q g| gy a 9 3 7 §¢ 3 E rp oUkU ; j f 3 EH z fe i o+00 1+00 2+00 3400 4400 5+00 600 700 ins ae pid +00 1900 2+00

DI ST-4.2 TO CB ST-4.0 DI ST-1.5 TO DI ST-1.5-2

ES ST-1.0 TO DI ST-1.7

2 Nn § oes si ales ; hols es Bi i z Be ° =o = ° Selo =o = 410 | — a mrronD 0H wa) fy Eg ‘once ; icin ‘il = " a ne wee al eee FL AOS eed a — 70 LEAR 0.24% 25 LF |2 0.20% 120 LF @ 0.29% aa 113 LEQ O28% Cdk honed GROEILES, PLUNGE POOL PAE i Te SOR 95 PVC 12" SDR 36 PVC 12° SDR 35 PYC WIGE Poe a 42" PVC SOR-35 ‘ é 400 | IS SOR IS AVC 09990 — DINKS and LINKS ame 000 FIVE MILE LINE ROAD PATOL ELEY Tee WEBSTER, NY 14580 as —_ Be o+00 1400 200 PREPARED FOR: + + 3+00

ES ST-2.0 TO CO ST-2.4 ES ST-3.0 TO CO ST-3.2 a Rochester, NY 14607

410 a Pare ed S S S ee wee v/F a ied e|$ Te OES ras ale sages geqe qzesss 3 a 1 ii i r 5/4 g|t sla gle gl g| i E1% | pcomecrro BESS 2g5553 Bgee: MARQUES & ASSOCIATES, P.C. =| 2 ala ’ld ala kd sla 4) a i ga gene gees == LAND SURVEYING & anbeaie ale Sle eye ale eye Ste ACCESI AGAD 0 ff faess ENGINEERING 2 | ‘ 930 Edst Avenue, Suite 1000 i Rochester, New York 1460 9.00% Ae 2.05% A, — 28h A | ors Leroi | meepeto 585-723-1820 4607 = oneweee ee ~ sor + Re Oe se | Beem | | www.marquespc.com f \ | Ki. Vg SS a ee Se Imarques@rochester.rr.com STA or6a40 | hed STA 4042.72 ~ Sees 60° 12" HOPESSE ooo Enesel Date: March 23, 2026 @0are @040% | ire 1.00% Project #: 2025008.1-1 F ATSLE RD 0.45% br ‘soRsS Scale: V:1"= 6!, H:1"= 60! bid 166 LF @ 0.44% pve ROR-35 ajive Drawn by: PAC 6° PVG SOR 9S Checked by: LEH DATUM KLEV_ 39020 oO re IS Iz IS S = Ke a iS = RY ny = * he cS 43 i Es 4 - J | | 1s 3 iF S S g 8 8 i y j E F i F Ey iN +00 4400 2400 3+00 4400 5+00 +00 7+00 7426.68

0+00 1400 2+00 3+00 3405

LOOP ROAD SANITARY SEWER

SECTION A-A

SADDLE CONNECTION TO _EXISTING SEWER

1 1)

Liye ‘SECTION A-A

PROTECTIVE CASTING INSPECTION. PORT

TMEAOED STEEL Cay

LZ Sy od Ls om, Donan mame Oe = “o Lat wrt

AS PER PLAN SO TOPOR AND REED (SEE TYPICAL PAVEMENT when a SECTION DETAL) ins <= cur, — TACK COATED, AND HoT

TO PROVIDE SAFE

SELECT GRANULAR FTL, NYSDOT. Mew 20307 —_ WITH 4" UAL, SIZE To BE

COMPACTED IN 68” UFTS

UNDISTURBED EARTH ne

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wrote} 2" | em ae To ae] sar |e orem Mr | 2a" | 12"

NOTES;

1. AL sro AONIMUN PIPE DIAMETER, PO io

z iawn PPE Dal CHLORIDE PPE SROOT TE hu SCHEDULE 40,

4, STONE ENCASEMENT SHALL WEAN

PPE SHALL BE 12° LYMAN, (PvE SOR—35) OF HEAWY

CUTY COMMGATERPOLY CIM (PI 4 on CASKET.

SPIGOT TPE & RUBBER

TERAL PIPE SHALL GE 4” iETER, POLYVINYL (pve Cyt oa «

ISOM CASALT

INC) ENSION BUT NONE OVER TWO INCHES IN GREATEST NS.

SRE OR 4 MIXTURE OF FRR SIZES 1

BE CAST-IN-PLACE

‘SHALL GASS “A” MEETING NYSDOT SECTION $01

o © 1 conised tae surveyors 200! ix @ victation of Sector 7209, sud-secsen 2, of tho New Yort Stute Eoveation Law. *

“Only copies from the original of this survey marked with an origins! of the land survayor's embossed sraf shall ba considered val tue Copies *

“Certifications indicated hereon signify thal this survey was

prepared in accordance with the existing Code of Practice for

Land Surveyors adopted by the New York State Assoc/atian of

Profassional Land Surveyors. Said certifications shall run only to the parson for whom the survey is prepared, and on his

behalf to the litle company, goverimental agency, and fending institution. Certifications ere not transferable to additional

institutions or subsequent owners."

‘SPECIFICATIONS. NOTES: STORM LATERAL CONNECTION 1 Sea is Rag asd ater STORM LATERAL CLEANOUT TYPICAL STORM SEWER TYPICAL STORM PIPE DETAIL 2 ee TRENCH DETAIL BEDDING DETAILS SCALE: NTR. RG e oR ARSHTS HSE 16 SCALE: NTS. SCALE: NTS. SCALE: NTS. DATE: U/182011 DATE: 11/15/2011 DATE: 1U1S/2011 DATE? 11/65/2011

fom aw rose evwrsai 9 snaor (CORSTRLCION SMIBANCE BOTS: ones Pn ees SOMATIC 1 STONE SIZE_— USE 2" STONE, Of RECLATUED OR RECYCLED orf tint: este CONCRETE EQUIVALENT. AMEN 2 CALMANIZED RETICULEAC TYPE PKAME — re ian. 4” AND LARGER WATER SERVICE UNE NOTES SGMATE NO 9SEE NYSDOT SIANDAKD 2 LENGTH — 4% AESUAED, BUT NOT LESS THAN 50 FEET on BREET oS A SINGLE MCSOENEE Lb WHERE A SO FOOT MENON Wises ace a aoe tena APPLY)» r a All materiaé, installation and testing procedures shall be in compliance will curtent ” tse ae Wu epson TF) D DACENEDE - WOT Lest TUN Set (8), mores. AWA staesiics and by eereedinn® with the yetutetions ad ypreticatinny of the ANCHORS ON ia SOE OMY vee - a_i WONUELE DERM Autierity, Should s confit epict the Authonty's sent gtens shel ovvern. nai namin Bi ee ee cay: e 4 MOTH | TN G0) OT MMU, Bt TUR BUN THE FULL (OPMOMA) REND OEamer mene x aS. face teacee 4 PROFILE Water service lines shall have a minimum of five (eet of cover from finished grade In non- CONGEETE waned Patina 5 PUTER CLOTH WIL BE PLACED OVER THE ENTIRE AREA PRIOR TO Pavement areas snd sbx fect of cover from hnished grade in paved areas, AMES 2-1/2" x 3/a" oD aI te aN TAL 9 a mEWFORCTUCNT BAR Fares WILL NOT BE REQUIRED ON A Me. WORE FRE ? be 2° sac eT a Ce DUSTING CROUND Water service Finn tteas De vexaratnd at Syaet Hex feet, memiayed (vert tive outage if tee PSL CAST-IN-PLACE, CONCRETE Pete Kw 6 SURFACE WATER — ALL SURFACE. YATER FLOWING OR DIVERTED pipes, from sewer mains ar septic systems, Na. 4 POMTORCEMENT CARS TOF ANS IE PIPED HE =: mone + SLOPES Sas ox vom. MOUNT EI Ca So” wx. ‘Veales serwice hens thall De apere tend ot; ne) FL ST SE WO my —> te 4s oe 7. WANTENANCE = THE QOMRANOE SHALE BC MAINTAINED INA CONDITION rey ear = aa Tt Atl SPORE Commrentt> aie — ee SHO RL page ncn on OF ROMENT SA i & | MWA Potion: Wom the water main lo and chiding & ORAM On SOD ee ROUTE-CF—AAY, TES WAY RCQURE PORODC TOP ORESSING t. a é q cma = POS (EE NOTE 1) NET ADDTONAL STONE 4S, CONDMTONS GEMM AN NEPvet AND/OR 7 7 1 the contiol valve on the ROW/pioperty/easement line e o1P nepwotein denen inini ~~~ CLEANOUT GF Aly MEASURES USED TO TAP SEMENS. ALL SEDIMENT (wun SEs, SHOWING: C478 4.000 FH CONCRETE Fy a arity aay PRE une oe a i ‘a F, ©] [Paleete Portion: liam Uke Loatrgl salve to Oe weaker e DIP* CMB LATOR roe gy PRCT =, & rome narn ney warts & WASHING — WHEELS TO REMOVE SEDIMENT PRIOR ” 4 Then pliae malt vid Clas ST Ceo Pema! bed om Hare Dea tle baw Pee JOA SHIR AND OUTSIDE BALLS AAO TOUNEMEON WI WON DORN T — TO. ENTRANCE ONIO PUEUG RIGHTS OF—WAY_ WEY WASHING PLAN VIEW Ff “Server Type include Domestic = DS, Fire = FS or Combined = CME ‘SEWER PIPE t TRAPPI fa leaks a becom ioe oer & ORANS INTO AN APPROVED SEDIMENT ORC = g 5, The Water Authorily’s portion of Ure waler service line siuall be installed prior to the STORM, ROAD | Owe | 3 = PERKDIC ieee AND NEEDED MAINTENANCE SHALL Diewe partied of the weeee line. & fam BE PROMDED AFTER BACH and 2 | Ler meter(s} 10 be k he interior of lis(5) Immadiatel — ‘eae | a BUS cuertet an carat uses eles te wah serene WATER DETAILS 1, RGAGWAY UNDERDRAN PIE SHALL ONLY BE PLUGCED Ce Sewer = reqined around 5/8 inch tlvough 1 inch meters, 1% inelt and 2 inch ineters may require babs frees OF CATCH GASIN, BUT NOT IN LOW Pour 3 8 bypass assembly depending upon the application 3-inch and larger meters require a 7 bypass assembly 2 BS. SFr 8S OL a GiTCaE Nain we Sr STABILIZED CONSTRUCTION P DINKS and LINKS ea aed PERPENDICULAR Bl Leon cava con a adelvrance oF MELD mtet ENTRANCE GI] F Water service tars sized 4 inches or greater sal be: THE, “AATE SHALL EE BOCTED OO¥N FOR PUBLIC z = Pressure tested In accordance with the latest specitleations of the Monroe County SCALE: 3. UPON COMPLETION & HeCRIASGE GF CATCH BASIN, THE GAATE = SAFETY SCALE: N-IS. B Water Authority. A Water Authority representative must witness (his test. 000 FIVE MILE LINE ROAD inseo DATE: 9:29:2015 DATE: 04/11/2015 w 4 Osinlected by using the continuous feed method accarding 10 AWWA, Standard 8 I Specifications After flushing and disinfecting the service line, water samples shall be WEBSTER, NY 14580 3 callecled mm accordance with Lhe Department of Health that hay junsdicliun of the ‘ 5 ateas tequirements, Approval and nobficetion by the Health Deparment of passing 3 health sample tesi(s) must be recetved befare the service will te activated by the Waler Authority 2 4 z R € OME 26 PREPARED FOR: Joe Cattalani 649 Park Avenue Rochester, NY 14607 " As A 2” ASPHALT Sevioe is seveas 6" STONE ASPHALT AS MED tame MA katte, arise ads Yoo SAL ILLAL AZZ, <LLA OLEATE TJ j | AON ef ~ . " ” MIRAFI FABRIC ies a = \ - £ —~ Curae 2 HEE ne = al = GRADED BASE SS " S a, OPE 4 SELECT FLL (SAND) CHVELORE ~ copwen Fest PAVEMENT. DETAIL he REDE) MARQUES & ASSOCIATES, P.C. LAND SURVEYING (OURDOOR COURTS, PATIO, MINI GOLF) ENGINEERING F =; yer a NTS DIP TRENCH 930 East Avenue, Sulte to00 © VENTED WALL PANEL ENCLOSURE WTH ERE SS ES Rochester, New York 14607 & VENTED WALL PANEL 585-723-1820 www.marquespe.com ‘ + i Imarques@rochester.r.com t t DUMPSTER Date: March 17, 2026 ENCLOSOURE 4 FRONT SwiRiG GATE Project #: 2025008.1-1 FLAN * UNE ost | Scale: N.T.S. AC x | Checked by: LEH — ; = = = ‘OF TYPE 2 BASE = ? 4 iaNGEneDoED { S°TYPE2 BASE rae | THE PARKING LOT i SoucKETE BH 1 5 i pew WrADOT soe 14 Mit" OP 10 U2 MOT — STARTER POST 12" CULVERT ee — - ane (APOOR THAN UR” VALVE) j GATE SUDE LATO 33 ~: SS Ae Te eee SSS a “"TSSeaSe if 4 & DPS saeaeee TS | CENTER VALVE 80x ON VALVE AND SET ON COWPACTED BACKFILL 1 4 FRONT VIEW COMPACTED SUBSOLL, LEFT SIE VIEW pass Foo =— =O —S—> caused MATL BOK FARIS 2 WME SAL NOT SUPPEAT Naive OE so v 5; oe ee stone 3 ALL VALVES SHALL BE OPEN LEFT EXCEPT: ceteaz — SWING GATE — Fondo: pessrenle Lyi] we pe Seances SUT Ce en coer J “ bs SORIETT InC1 pee were ute - road - NTS VALVE NOT TQ SCALE

“Unauthorized aitaratians or addition to a survey map bearing a licensed /and surveyor's seal is a violation of Section 7209, sub-section 2, of the New York State Education Law."

NEW YORK STATE DEPARTM ENVIRONMENTAL CONSERV.

>m AZ

Owision oF WaTER

NEw YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DIVISION OF WATER

INFILTRATION BIORETENTION (Fa)

iv

POLTATATWENT GRASS FILTER STR

NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL GONSERVATION (VISION OF WATER

PEA GRAVEL DIAPHRAGM 18° MIN WOTH 24" MIN DEPTH

| ret tex aX }

INFILTRATION TRENCH [F-1} mePAct } CARDED OfRy

4 i a u j = =, ( cena ovnncw a | —— AOR, WOT} ROS UNEG | © VARS PLAN VIEW } / t H LA } Prat — — i cast Fanta Sm Ra aS eS SS

swat SURFACE pai Ral) OBSERVATION WEA, TORSO AMO LAWN

WET SWALE (0-2

—,

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COC)

“Only copies fram the onginal of this survey marked with an original of the and surveyor’s embassed sea! shall bs considered valid true copies.”

"Cerbfications indicated hereon signify that this survey wes prepared in accordance with the axisting Code of Practica far Land Surveyors adopted by the New York State Association of Professional Land Surveyors. Said certifications shall run only

to tha person for whom tha survey is prepared, and on his Geta 0 thee take fe Povecnmentat ord badng

insttution. Cartifications are not transferable ta addtional institutions or subsequent owners.”

STREAM (.—_ wipTH ——+|

ri |

AT BANKFUL

2 coPActES thas ZO UNtEN aeaw OVERFLOW STRUCTURE une! PRE —- SPILLWAY | 4 EDGE OF PAVEMENT ao | | bee Gres PLAN VIEW brig aon I ] SAN SHEET ow ~— ROADWAY PCA GRAVEL CIAPHRAGH STONE OR ++. VaRIS PRETREATWENT CRASS FLIER STR cane ee set At Wer Lothatehid Smo) | °° PLAN VIEW TARGER PONDING OOP TH pwaTER Quanity LA, PAVEMENT VAX PORONG DRAINAGE FILTER | / FABRIC wd — TE une PONDING DEPTH = —_ as a : z ae NO. 2 STONE RESERVUR—~ | 12 (MID-POINT OF CHANNEL FLOW PATH). , od (WASHED, NO FINES) 16" (ENO-POINT OF CHANNEL FLOW PATH) CROSS SECTION A-A' ete eet) PRETREATMENT GRAVEL ‘ OVERSANK FLOOD ADACENT DIAPHRAGM uf ' CONTROL ROAD MAY ¥ MIN SHREDDED HAROWOCD WuLOH " BA PLUNGE POOL 6" MIN NO_57 STONE ORANAEE ian —- -- H TYPICAL CROSS-SECTION LOOKING DOWNSTREAM LAYER (WASHED, NO FMS) 4 oi — See / <7" { > NOT TO SCALE ° FOOT PLATE: J DRAINAGE FILTER FASS . a ue * 4 ae eyui & UNDISTURBED EARTH Seren STAAATON 0 Sot ROE \ OUTLET PIPE BEYCKO ASD. 2 nich wane na / WATER TABLE /AEDACCK ie ™ BOTTOM OF PRACTICE SET ‘PEA GRAVEL BEDRO 5 AT OR BELOW SEASONAL DIAPHRAGM | HIGH WATER TABLE WRAPEED SECTION A-A VIEW & SECTION AA VIEW FILTER FABRIC SHOWING: DINKS and LINKS SPILLWAY SEEDED AND LINED WITH "NORTH SOMMAL GROUND LINE FM ERICANIGREERSCC2=0 Q00 FIVE MILE LINE ROAD 7 GEOSYNTHETIC VEGETATION MIRAFI FILTER WEBSTER, NY 14580 TOP SOIL REINFORCEMENT OR, 7 , EPROUERROUG uy FABRIC OR EQUAL (STAPLE TO LATHE) | | ' 2h V Roar V * SEE PLAN PREPARED FOR: e f : FOR LOCATION Joe Cattalani EIR.DETA: SILT FENCE DETAIL idan WEIR DETAIL Rochester, NV 14607 NOT TO SCALE N.T.S. : | MIN‘SeUAReE MARQUES & ASSOCIATES, P.C. CONSTRUCTION SPECIRCATIONS a COM SAX SLOPE LAND SURVEYING | FILTER FABRIC SHALL HAVE AN £05 OF 40-85 BUALAP ENGINEERING WAY DBC USED FOR SHORT TERM APPLICATIONS * MIN 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE wid 930 East Avenue, Suite 1000 vOUNTS (F COINTS ARE NEEDED THEY WILL BE Rochester, New York 14607 OVERLAPPED TO THE NEXT STAKE 585-723-1820 3 STAKE MATERIALS HL BE STANDARD 2° « 4° WCOD OR www.marquespecom EQUIVALENT, METAL WITH MINIMUM LENGTH OF 3 FEET imarques@rochester.rr.com 4. SPACE STAKES EVENLY AROUND NLET 3 FEET APART AND 10' MAX, 0.C, SED wit TH : MESH FIEMIND THE FILTER FABRIC FOR SUPPOR™ CONSTRUCTION Date: March 17, 2026 a 5 FASRIC SHALL PE EMBEODED 1 FOOT wNIMUM BELOW — Project #: 2025008.1+1 am Oo) oe ie GRADE AND SACKFILLED. IT SHAL. SE SECURELY EssiiOUr AREX ' MIN. Scate: N.T.S. Sq tes core FASTENED Ta THE SIQKES AND FRAME Drawn by: PAC pe oa | 6 4 27 2 4” WOOD FRAME SHALL BE COMPLETED AROUND Checked by: LEH = | THE CREST OF THE FABRIC FOR OVER FLOW STABILITY, | NTS. NTS 7. MAXIMUM DRAINAGE AREA 1 ACRE (COMET SA oncates NOTES: 1, STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE 1 PLACE WASHOLT A MINIMUM 100 FEET FROM DRAINAGE SWALES, INLETS, UNES, GRADES AND LOCATIONS SHOWN IN THE PLAN WETLANDS, STREAMS AND SURFACE WATERS, 2. SET SPACING OF CHECK DAUS AS INDICATED ON GRADING AND 2, CLEAN STATION WHEN CONCRETE ACCUMULATES TO 75 ts OF STORAGE EROSION CONTRCL PLAN, VOLUME, PUMP ANY EXCESS WASH WATER INTO CONTAINMENT VESSEL 3, DXTEND THE STONE A MINIMUM OF 15 FEET BEYOND THE OfTCH AND DISPOSE PROPERLY. BANKS TO PREVENT CUTTING AROUND THE DAL ‘ THE CraNNEL EAM OF THE Le cHECK OL 3} ENSURE TEMPORARY CONSTRUCTION FENCING IS TAUT. Pet ee CaS eT EUS Lie LS FILTER FABRIC DROP INLET 4 MAINTAIN CONSTRUCTION FENCING TILROUGHOUT TILE PERIOD OF a WASHOUT USE 5. ENSURE THAT GEANNEL APFURTENANCES SUCH. AS_ CULVERT CHECK DAM PROTECTION RIP-RAP GR BLOCKAGE FROM DISPLACED STONES. SCALED 7 CONCRETE WASHOUT AREA & GRADED STONE, SHAL RE BEMEEN 2 TO 15 INCHES IN SE. — — — SCALESN.IS NOT TO SCALE od DATE: 04/11/2013 DATE: 1157015

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SANITARY LATERAL CLEANOUT

SCALE NTS

FEBRUARY 2023 SA-009

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SANITARY MANHOLE

SA-012

FEBRUARY 2023

Sein eT

"Unauthorized attoretions or addition to a survey map bearing a licensed land survoyor's seat is a violation of Section 7209, sub-section 2, of the New York State Education Law."

“Only copies from the anginal of this survey marked with an original of the lend surveyor’s ambassed seal shall be considered valid ine copies.”

“Cartifications indiceted hereon signify thet this survey was prepared in accortanca with the existing Code of Practice far Land Surveyors adopted by tha New York State Association of Professional Land Survayors. Said certifications shall run only to tha parson for wham the survey is prepared, and on his behalf to the ile company, govemmental agency, end lending institution. Certifications are not transferable fo additional institutions or subsequent owners.”

‘SANITARY MANHOLE FRAME,

AND COVER

SA-013

FEBRUARY 2023

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SANITARY MANHOLE INVERT CONFIGURATIONS & DIMENSIONS

SCALE NTS FEBRUARY 2023 SA-014

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SANITARY SEWER STREAM CROSSING

SANITARY DETAILS

DINKS and LINKS

000 FIVE MILE LINE ROAD WEBSTER, NY 14580

CO ae oe Ae Ra Kd EET

MENSION] A | ele] |e fof}

SCALE NTS

FEBRUARY 2023 SA-018

PREPARED FOR:

Joe Cattalani 649 Park Avenue Rochester, NY 14607

VUES

MARQUES & ASSOCIATES, P.C.

LAND SURVEYING ENGINEERING

930 East Avenue, Suite tooo Rochester, New York 14607 585-723-1820 www.marquespecom imarques@rochester.r.com

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Summary = — —— _ ip ut hb & bh M tt t bt ha be te te te be we be be be te he be be be he te he te hb hh O bk kb tt woe u Label CalcType Units Av Mao. Min Avg/Min Mox/MIn Grid Z —_ — —y _— — on YP ! eg) = EI] al howe bhusuntetdbnuvenb nt Pett © rl PPC rrer do bo bo fo ALL CALC POINTS AT GRADE IkumInance Fe 0.97 26.6 0.0 NA. NAy 0 Yaa Moti te th th ty t: to he bo te bo bo te PICKLEBALL 1 Titunlnance Fe 30.57 58 37 NA. 157 0 “ PICKLEBALL 2 Tluninance Fe 47.96 S56 38 NA. 147 io) PICKLEBALL 3 Tiuminance Fe 4314 51 35 NA. 146 a PICKLEBALL 4 Tlluminance Fe 41.21 51 35 NA, 146 0 SS PICKLEBALL 5 Iluninance Fe 41.46 SL 35 NA. 146 0 PICKLEB4LL 6 Tllunlinance Fe 43.39 32 35 NA, L49 a PICKLEBALL 7 Itluminance Fe 47.86 36 38 NA. 147 0 PICKLEBALL 8 Illuminance Fe 50.39 58 37 NA, L57 i} VOLLEYBALL 1 Iluminance Fe 29,53 38 1 NA. 253 0 VOLLEYBALL 2 Ilunminance Fe 30.59 38 20 NA. 1.90 0 VOLLEYBALL 3 Illuminance Fe 29.22 38 15 NA 253 0 WESTERN, SOUTHERN & EASTERN PROPERTY LINES Tluminance Fe 0.04 a2 0.0 NiAs NA. NA MRS ZNL PARKING LOT Tlluminance Fe 3.B2 19 0 NA, NA, 0 Luminaire Schedule LEGEND Synboal Qty Lobel Arrangement Description Mounting Helaht LLF &rr, Lum Lumens arr, Watts BUG Rating {_] 14 4 Single ZNL-65L-CT-40 (ZONE LARGE) @ 20’ MTG HT. 20’ 0,940 67432 318 B4-U0-G4 13 FOOTCANDLE “s. ae . { 6 al Single ZNL-65L-FT-40 «ZONE LARGE) @ 20’ MTG, HT. 20’ 0.940 66638 318 BS-U0-G5 le 7 4 B Disa MRS-LED-30L-SIL-Sw—-40-70CRI en’ 0.950 59970 418 BS-U0-G3 \ Z 0.7 FOOTCANDLE { 4 Bl Single MRS-LED-30L~-SIL-4-40-70CRI-IL 20’ 0.950 19059 209 B1-U0-G3 ~~ Le et QP? 1 B4 2 @ 90 MRS-LED-30L-SIL-4—-40-70CRI-IL 20’ 9,950 38118 418 Bl-U0-G3 > eo 0.24 FOOTCANDLE ~ — + Total Project Watts = = Bimenslons of drawings that have been scaled or converted from PDF files or scanned /subnitted Images are approximate, Total Watts = 13286

GRID (NADB3) =

\ i 9 40 80 Scale: 1" = 40°

PHOTOMETRIC EVALUATION NOT FOR CONSTRUCTION

Based on the Information provided, all dimenslone and luminaire locations shown represent recommended positlons. The engineer and/or architect must determine the appicabliity of the layout to existing or future field conditions.

This lighting plan rep levels d from |

y¥ data

taken under controlied conditions In 1ce with The

Soclety (IES) approved methods, Actual performance of any manufacturer's luminaires

Engineering

may vary due to changes In electrical voltage, tolerance In lamps/LED's and olher

vatlable fleld conditions. Caiculatlons do not Include obstructions such as bulldings,

curbs, landscaping, or any olher architectural elements unless noled. Fixture nomenclature noled does not include mounting hardware or poles. This drawing Is for photometric evaluation purposes only and should not be used as a construction document or as a final

document for ordering product.

The IES no longer uses the Cutoff Classification System for LED fixtures. The IES classifies LED fixtures with the BUG rating which refers lo the Backlight-Uplight-Glare system. An Uplight of "U0" most closely matches

the old Full Cutoff rating.

COURT LIGHTING:

The light levels shown are maintained using a .94 light

loss factor (LLF). Light loss factors are used to adjust

the light output of a [um operating ina

laboralory environment lo the output obtained under actual

field conditions. The LLF used In these calculations Includes both rec: le and non-r factors. R

factors Include |umInaire dirt depreciation (LDD). Nor-recoverable factors Include optical system variations,

and depreciation in inital luminalre lumen outpuL The use of the light loss factor shown requires making certaln assumptions about the lighting system, the specific and the mai

of the system over time. Therefore, actual light levels measured in the field may vary from the calculated values, especially In regards to Individual location measurements.

Calculations use a LED Malntalned Lamp Lumen factor based upon 50,000

hours of Iife, dertved from IES TM21-11.

Based on the Ir provided, all and luminaire

Locations shown represent recommended positions, The engineer

and / or architect must determine applicabltity of the layout

to existing or future field conditions.

Date:4/10/2026

Department of Community Development Date Town Engineer Date Highway Superintendent Date Town Assessor Date Planning Board Chairman Date Webster Sewer District Date

"Linauthvignd atinestions or action to a aurveny iting bearing a licensed fand surveyor's seal is a violation of Section 7209, sub-section 2, of the Naw York State Education Law.”

“Only copies from the original of this survey marked with an orginal ofthe te fand surveyors ambossed seal shal! be

wed valid trve copes.”

“Certifications indicated hereon signify that this survey was prepared in accordanca with the existing Code of Practice far Land Surveyors adopted by tha New York Stata Association of Professional Land Surveyors Said certifications shall run only (o the parson for whom the survey is prepared, end on his bohalf to the tito company, govormmontal agency, and lending institutlon, Certifications ere not transferable fa acuitional

institutions or subsequent ownors.”

REVISIONS:

aY

SHOWING:

LIGHTING PLAN

DINKS and LINKS

000 FIVE MILE LINE ROAD

WEBSTER, NY 14580

PREPARED FOR:

Joe Cattalani 649 Park Avenue Rochester, NY 14607

oR

AOD ALLAH REL

cocpeT Doo Gin 792A & FAY LD 73-401

4szez usa

LIGHTING PROPOSAL

EEE DINKS AND LINKS

000 FIVE MILE LINE RD

WEBSTER, NY 14580

LO-164157-4B

BYTHG

| DATE:3/4/26

| REV /10/26

] NN es

MARQUES & ASSOCIATES, P.C.

LAND SURVEYING ENGINEERING

930 East Avenue, Sulte to00 Rachester, New York 14607 585-723-1820 www.marquespc.com imarques@rochester.mr.com

"LOWES"

Z XS EXISTING ASPHALT ROAD EXS PHALT ROAD — =. i 1 9 — dV bad 1 : INUNK FENCE A ® $ SSN GIA STAGE PAVILION m% (20'x 30) oO a | !

Keeisoocosor

fet fel fe? fer

PATIO 40 x 260"

PROPOSED BUILDING

160" x 240’ FF = 404.5

[SHUFFLE BOARD) 3 x 52! 68"

—

FIRE PITS (7} 30°0.0.

(SEE ENLARGEMENT FOR PLANTING DETAILS)

Bs

MCMAHON LARUE

ENGINEERS AND SURVEYORS

822 HOLT RD. WEBSTER, NEW YORK 14580 \NFO@MCMAHON-LARUE.COM (585) 438 - 1080

DRAWING ALTERATION

Ha

i

CUT BURLAP TWNE

CUT BURLAP TWINE

aire tae! —~ TREES OvfH 25/2" CAL 3° SAUCER RIM ™™\

=

BASE OF PLANT PIT SHALL BE SCARIFIEO TO A DEPTH OF 12° MINIMUM,

REINFORCED RUBBER HOSE

2° MULCH FINISHED GRADE

CO POMEROUS TREE PLANTINGS

APPROVAL SIGNATURES :

THIS ANDO ALL PLANS CREATED BY HEINRICH W, FISCHER R.LA ARE

THE SOLE INTELLECTUAL PROPERTY OF JF LLC ANO THE CREATING DESIGNER. USE OF ANY PLAN OR waTHouT EXPRESSED WRITTEN PERMISSION IS STRICTLY FORBIDDEN. UNAUTHORIZED USE OF ANY PLAN OR PORTION OF A PLAN WILL RESULT IN DESI3N CHARGES THE PAYMENT WILL @E DUE IMMEDIATELY UPON RECEIPT OF THE INVOICE.

THE PROPOSED IMPROVEMENTS FALL IN THE VICINITY OF A WETLAND AREA AS DEPICTED ON INVENTORY MAPPING PROVIDED BY THE NYSEC. REFER TO ADDITIONAL FLAN SHEETS FOR MORE INFORMATION.

LANOSCAPE NOTES:

1, ALLLANDSCAPING WILL BE IN ACCORDANCE WITH THE TOWN OF WEBSTER LANDSCAPE GUIDELINES.

2 ALL TREES TO BE SAVED SHALL BE PRUNED, WATERED AND FERTILIZED PRIOR TO, DURING. AFTER CONSTRUCTION, MATERIALS AND EQUIPHENT STORAGE SHALL NOT BE ALONE iM FENCED AReAS

3. ATWO (2) YEAR GUARANTEE SHALL BE PROVIDED FOR ALL NEW PLANT MATERIALS FROM THE DATE OF ACCEPTANCE TO THE TOWN OF WEBSTER. ,

. THE CONTRACTOR IS HEREBY NOTIFIED THAT UNDERGROUND UTILITIES EXIST AND THEY SHOULD CONFIRM ALL UTILITY LOCATIONS PRIOR TO COMENCING WORK.

5, MINIMUM SEPARATION FOR TREES SHALL 8€ $ FEET FROM THE BALL TO THE UTILITY. i 6. NO PLANTINGS ARE TO OCCUR WITHIN EASEMENTS. i

7. TREES ARE TO BE WRAPED AND STAXED (MMEDIATELY FOLLOVANG INSTALLATION AND WRAP AND STAKES ARE TO BE REMOVED AT THE END OF THE GUARANTEE PERIOD. t

4. PLANTING BACKFILL MIXTURE: 4 PARTS TOPSOM. 1 PART PEAT MOSS; 3 PART WELL ROTTED MANU! 510 POUNDS 5-10-5 PLANTING FERTILIZER THOROUGHLY MIXED PER Sasa YARD. RE

8 PLACE 2-3* MULCH LAYER IN LANDSCAPED AREAS AROUND BUILDING PAD AND PARKING ISLAND IN ADOITION TO NEW TREE PLANTING. MULCH COLOR SHOULD BE CONSISTENT WITH BUILDING MATERIAL

PLANNING BOARD CHAIRPERSON

DATE

7 FIRE PITS - 6' 0.0.

ec VA | ( Xt NEW GUCE RAL [BOTANICAL NAME [COMMON NAME anv [aur Root [REARS : Ex CLE RIA re ‘AR [Ager Rubrum ‘Red Pointe” Red Powite Maple 2 ect B&B ER SS a . 18 ASPHALT STRIP (7.8.0) ! a BW | Dumus Micro. "Winter Gem* Winter Gem Boxwood 10 |18* Spero #3 Cont G4) See 4 5 WALK 4 CG | Physocarpus "center glow” Center Glew Ninebark aa [ern #5 Cont e x Ls x MINI GOLF GS [Gieeineis T.1, “Skytine’ Styling Honeylocust 4 [Kol 888 L Sits, {\ + “(0.45 AC) HH ‘Happy Returns’ | Mapay Returns Daylily 15 loump #1. Cont . en + \13/ * q = HS — {Hemerocallis ‘Stella D'Oro" stella D'Orw Daylily 28 [Oump #1.Cont x a AS . wx HL [Hydeaniges Pan. ‘Little Lime’ Little tiene Hydeanges 4 RP Ht #5 Cont = 3 rq RP + 2 =] 7] HO [btydtangoa Pan. ‘Little Quick Fire’ }Uttle Qetck Fire Hydrangea 6 aa" Spr/in 45 Cont ges. » bs dg Hg 7 > z 18 |fudiperve chin, ‘Spartan’ Spartan Ivniper za jee #5 Cont 5 ag ¢ wh exsmg Sar) SECTIONS Sai, / MA_— [Malus "Adirondack? ladirondack Crabapple 4 lather cal BEB SUS ep ce 2 Oo "conc. g END CHAINLINK FENCE Co Pc [Pyrat calterrana evolaed Setect Pear 14 fasstcal Bae = > ‘. i ke + SPHALT COURTS PS |Panieuen Virg. ' h swi 34 [ump #2 Cont 8a°6 4, A PH [Pehnisetum Alopec, Hamiety’ | Marnetis Fourrtales Gears 22 |clump #2 Cont eg. —| — — = — _— =| -— — , PN [Picea Ables ‘Niatformis* Bled’s Mest Spruce 4 2a" Spe AS Cont i 8 a | . + PM = |Pinas Mugho Mugus Dwarf Mugo Pine 6 |18" Spe #3. Cont & 1 pf: Q8 [Quercus Biewlor Swamng White Oak 4 wr Gat ag8 Be , = 7\ 7 N SHADE LAWN" sos. RT [tne THP, Tiger's Eye" Tigee’s Eve Sumac 2 [SH HUORS [Cantainer, Havy petinp ates : . PAVILIONS b Sl [Syringes weticulaca wary Sa& tree Wlac 3 ROH BRB - a i 10% 20" LAWN A. SG |Spitweax.b, ‘Goldfame* Gottfame Spire 12 [167 Me #3 Cont BALL va of TT — | trulwoce. Techny* Techy Arborvitae 6 las He Bae 1 cates or x 53" va a / / TG — [Thuja occ ’Green Giant’ Geeen Giant Western Cedar | 10 [6-7 Ht #10Cont [or B&B \ Se Be x “ vat Wiburmam 9.1, "Mariesis? [sariesi Vipuresam 6 lai #10 Cont for B&B a — PATIO >. ae | < of L ita Ther a a y J I . sé ‘ Co J Lwe Wea a = at 4, ERY rad 9 ' ~ ‘ > SAR sanoriT = Warr " % > ae 7 a sis we Pa AS , j Ss % EEE — ee _ _ oot Kao BASE OF PLANT PIT SHALL 3 ts > <. ee | GUARD RAIL FENCE sR BE SCARIFIED TO A DEPTH 3 = z “Sec: * . = OF 12" MIUM « M > g SB] oes eM SENER EASEMENT =A2 | - PAVERS / FIREPITS: ae WEBSTER sre Ss = as f TECHO-BLOG BLUGO SLABS 60MM -COLOR RANGE TO v ae -=- —- a t= = COMPLEMENT BUILDING SIDING - TEXTURE - HD2 3° SAUCER Rid S$ FINISHED GRADE Q s - FIRE PITS:

TECHO-8LOC VALENCI STYLE WITH STEEL SLEEVE INSERT, BASE 12°, CLEAN #2 STONE

EF

STONE PATH

FLAT TOP UMESTONE BOULDERS (TYP)

3°-#2 ROUNDED WASHED STONE MULCH

WALKS / FIREPIT / PLANTING DETAIL

3-42 ROUNDED WASHED STONE MULCH

‘THE FOLLOWING IS AN EXCERPT FROM THE NEW YORK STATE EDUCATION LAW, ARTICLE (48, SECTION 7205 AND APPLIES TO THIS DRAVWNG

“ITIS A VIOLATION OF THIS LAW FOR ANY PERSON UNLESS HE IS. AGTING UNDER THE DIRECTION OF A LICENSED ENGINEER OF LAND BURVEYOR 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 TD THE ITEMHIS GEAL AND THE NOTATION "ALTERED GY" FOLLOWED BY HIS. SIGNATURE AND THE DATE OF BUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION ~

PROJECT:

DINKS and LINKS

FIVE MILE LINE ROAD TOWN OF WEBSTER

CLIENT:

TIM BRUNO - JMF LANDSCAPING, LLC 4000 BUFFALO ROAD

ROCHESTER, NEW YORK 14624

DATE REVISIONS BY:

JULY 15, 2025

SCALE:

4" =40'

PROJECT STATUS

PRELIMINARY / FINAL

TLE

LANDSCAPE PLAN

SHEET NUMBER DRAWING NUMBER:

1 of 1 L-100

IRONDEQUOIT WAYNE COUNTY EXPRESSWAY NEW YORK ROUTE 104

(R.O.W. VARIES)

NYSOOT MONUMENT Wy 80°44°06" E

"Unauthonzed alterations or addition to @ survey mao beanng @ licensed jond surveyor's seal is @ violation of Secton 7209, sub-section 2, of fhe New York State Education Law."

"Only copies from the original of this survey marked with an original of the land surveyors embossed seal shall be considered vaid true copies *

"Certifications indicated hereon signify thet this survey was prepared in accordance with the existing Cade of Practice for Land Surveyors adopted by the Naw York State Association of Professional Land Surveyors, Said certifications shal run anty fo the parson for whom the survey is prepared, and on his behalf to the tite company, governmental agency. and fending instdution. Certifications are not transferable to additional institutfons or subsequent owners *

REVISIONS:

NO. DATE DESCRIPTION 8Y

SHOWING:

LOT AR-5 WEBSTER SQUARE - PHASE 1 & LOT3 LOWE'S HOME IMPROVEMENT CENTER - WEBSTER, NY

Situate in Town Lots 1 & 4 of Township 14 and Town Lot 48 of Township 13 Range 4, Phelps & Gorham Purchase

Town of Webster Monroe County New York

PREPARED FOR:

co

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MARQUES & ASSOCIATES, P.C. LAND SURVEYING ENGINEERING

930 East Avenue, Suite 1000 Rochester, New York 14607 585-723-1820 Wwww.marquespc.com

S 89°44'05" W RIGHT OF WAY LINE ——— RIGHT OF WAY LINE NO ACCESS _ WO ACCESS a F 45-62" 652.85" 20° Sete nO MCWA H \ 7 i —/V on | } | “SPA Non Gs | TOWN OF WEBSTER { LOCATION SKETCH (NO SCALE) = | References: zh. a8 1.) No abstract of tide provided BR = | £ mu 2.) Liber 276 of Maps, Page 15 = hs e's rho] 3.) Liber 276 of Maps, Page 98 ay a. @e Ey = 4) Liber 314 of Maps, Page 70 a = } S ee xu Fo 5.) Easements listed hereon. s ee & ala Cr 8 § 2 LOT BR-5 a Ea Notes: ., gy By Arex: 343,268 sq.ft. (7.880 Acres) Ss This survey was performed without the benefit of a current abstract of title or documents g | wy HY LOT AR-S = from a title search and is therefore subject to whatever state of facts that may be e x 3 Area: 559,139 sq.ft. (12.936 Acres) 4 revealed in such reports. Reputed Qurer x. x z Ry ‘Owne! B00 Fire Mle Line Road wl . LY Hager Plozs LC a 7orioree, eee ke Owner io Tax Accom # O79. LCE DEM Survey Notes: 3 | FS eed peo id i ce Data utilizing the following monuments: 5 5 tax Aecount OTR ae The project boundary survey and ties te (donree County geodetic monuments were made using Area: 218,033 5q.¥t. (5.005 Acres) We to achieve a horizontal accuracy of 1:20,000 or better and a Network necessary r j ra Positional Accuracy at 95% confidence level not exceeding 0.05 feet we . Cores g$,s Horizontal distur shown hereon if telerenced te the New State Mane Coordinate System of 1983, Area: 408,670 sqrt. (9382 Acros) = H s West Zone, Projection, NAD 83(Z011) utilizing Global Navigation Satellite “e System (GNSS) observations from the NYSDOT Reference Network CORS Station (NYPF}. was § i 8 Combined seste factor: 1.000176 Distances shown are ground distances ee ee 8 | 5 Besrings shown are grid bearings ” S S$ 38°58'26" W 7 C The horizontal data obtained through NYSDOT CORS Network referenced to the following s monuments: Nee°5a'26"E 4,12" sis Pittsford CORS Station 105.43" & Latitudes 43-05-35.48462 (N) sai S65°33'07"E 29,21° g & Longitude: 077-31-31.11244 (W) ays NAD 83 . i Site Notes: “7 +c = tee » 1.) Address: 0 Five Mile Line Road & 922 Ridge Road . 4 89920'54" 261,171 wet N 820205405 552.57 2) Tax Account # 079,10-1-2.3 (Five Mile Line Rd} & 079.10-1-1.11 (922 Ridge Road) : casting henare moaD ” . t . 3) Zoning: High Intensity Commercial District (HQ Setbacks to be determined S$ 24°S8'26" W | N. 37.32" 4) Parcels are located in Zone X according to Flood Insurance Study Community/ Panel $00°39'06" E Number 36055C0228G and 36055C0229G with effective date August 28, 2008 | ay SOUTH UNE TOWN LOT 4, RANGE 4, SECTION 14, PHELPS & GORHAM PURCHASE | SL Sa merece ar tere eer nce cen aan are cm sneer se aes seen secre ew mete, om ee: 9 ne ea SN A lh a = 8 Se om a: i a ig — ——~ -_— — —_— — P| NORTH LINE TOWN LOT 48, TOWNSHP 73, RANGE 4, PHELPS & GORHAM PURCHASE ——~Z2_—— DRAINAGE EASEMENT 10 TOWN OF WERSTIR ——2_-4 / (UBER 8255 OF DEEDS, PAGE P90) ry wie 1 STORY BLOCK BUILDING 4 By fa “LOWES” wis alo Q1e / f— A gis 3° “rs LOT AR-S Py &) ~ ¥. a M nie / 4 cE a wf al es Sea est Sc _ aie Loops u Tox Aarount f O7P.ISANS2 =a Liber MO ef Mage. Page 20 PROPOSED LOT Area: 406,490 5q.ft. (9.332 Acres) > CONCRETE > LOADING/STORAGE AREA a ™~ — — 1 MONRGE COUNTY SURVEYORS OFFIGE/DEPT. OF TRANSPORTATION This plat is appraved in accordance with the provisions of Section 239-[, Article i Health OWAINAGE LASEAAENT TO TOWN OF WEBSTER ™~ jo 12-b of the General Municipal Law and/or the Monroe County Monumentation (LIBER 314 OF MAPS, PAGE M0) ORAINAGE EASEMENT TO TOWN OF WEESITA Law, A seperate approval is required for site construction IRON PIPE FOUND ~ thie £285 OF DEEDS PACE 192) lu ty er, i ; oO) ra For General Municipal Law: — N 89°06'20" E A ali __ a 2 baal Q Sle SS wr 3 ey S a 4 S$ Caunty Hgtway Supenntendant Dale A) ee ee a Pt Py 3 s _— For the Monroe County Monumentation Law: wy a < \ 3 ) 3 YX 3 Fa { EXTENSION NO, 9 TO THE WEST WEBSTER SEWER DISTRICT NO. 1 Monroe County Surveyors Osco Date = a 30" WIDE SEWER EASEMENT PER LIBER 3941 OF DEEDS, PAGE 215 4) X fe} = Repated! Owner MODIFIED YO CONTAIN EXISTING SEWER LINES & MANHOLES j we & ped \ on yl ertifications: = : 7 \ wceriiications: G By } S Tar anal We, Marques & Associates, P.C, hereby certify that this map was made on a OR i July 11, 2025 from an Instrument Survey performed on Maret 19, 2025 and ie} 60 420 180 ¥ = from references listed hereon,

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Michael L Marques, LS.- NYSLS # 051173