Plans for Preliminary Site Plan with Renderings

& x 8 x &

\ PROJECT

SITE

TOWN OF WEBSTER MONROE COUNTY

LOCATION SKETCH (NOT TO SCALE)

KLEM ROAD (66’ WIDE)

NN

EDGE OF TRAVEL LANE

CONCRETE GUTTER

N

KLEM ROAD (66’ WIDE)

EDGE _OF TRAVEL LANE

GRAVEL

OF PAVEMENT

0 40

UTILITY

go POLE

RGE 49A FIR 16

(or 6 EDGE OF PAVEMENT = x , of : rE_GUT ee a - \ » é Z CONGRET x 6 > N 874858" E 559.81" 8 one e x Cf nt po EE OH_E — oy ¢ —_—— 0h € ——— ot — Ss oH E————OH# E ae UTILITY _---— — __STREET BOUNDARY ___ eee POLE =~ one — UTILITY. ---- 48 eee POLE -~ __RTC 14---- RGE 48 RTC 13 UTILITY cet U POLE REBAR/CAP A STA 8476 N 117901339 We x SW 74522 E 1445099.35 2426-9 ELEV 367.96 GRASS PROJECT BM = ELEV: 371.47 MAG NAIL IN THE SOUTHERLY FACE OF UTILITY POLE RTC 15. (1.8" ABOVE GRADE) 1 e x WOODED AREA _ - ™~ ~ UTILITY POLE 2426-7 SW 74516 ™ ~N N/E my

SURVEY REFERENCES:

DATE/TIME: 6/15/2023 10:22:45 AM

1. DEEDS AS SHOWN

2. MAP ENTITLED "905 KLEM ROAD — SITE PLAN AND SUBDIVISION PLAT” PREPARED BY PASSERO ASSOCIATES, DATED AUGUST 2005, LAST REVISED APRIL 20, 2006, HAVING PROJECT NO. 25069.01, AND FILED IN THE MONROE COUNTY CLERK'S OFFICE ON MAY 30, 2006 AT LIBER 327 OF MAPS PAGE 68.

MAP ENTITLED ’TOWN MANOR (SECTION 6) SUBDIVISION PLAN” PREPARED BY SEAR BROWN ASSOCIATES P.C., DATED FEBRUARY 1979, LAST REVISED SEPTEMBER 7, 1979, HAVING DRAWING NO. 9417.06.01, AND FILED IN THE MONROE COUNTY CLERK’S OFFICE ON SEPTEMBER 12, 1979 AT LIBER 217 OF MAPS PAGE 74.

LEGEND PROPERTY LINE ——— —__ —_-_ RiGt-0F-way LINE

DIIIITII ITI I IIT BUILDING LINE x CHAIN LINK FENCE LINE —— ——— ——— —— STOCKADE PRIVACY FENCE LINE —— ——_ ——_ ——___ STEEL. BARRICADE — S ——@—o—— SANITARY SEWER LINE W/MANHOLE & C.O ) ——@——— CULVERTS, STORM SEWER LINE W/MH & CATCH BASIN —w Oo—} WATER LINE W/HYDRANT, VALVE & VAULT —UG E—+—{E} —@®— ELECTRIC LINE W/PULLBOX, METER & MANHOLE G >—_© NATURAL GAS LINE W/METER, VALVE & LINE MARKER —OH, OH E, OT, 0 OVERHEAD WIRES, ELECTRIC, TELEPHONE & CABLE LINE UG T——@— UNDERGROUND TELEPHONE LINE W/MANHOLE cO Fos UTILITY POLE, GUY, LIGHT POLE, WALK LIGHT & TOP MOUNT LIGHT CONTROL POINT [J BENCHMARK

\

w

YA ROCHESTER GAS AND ELECTRIC CORPORATION ™M # 064.19-2—-25.1 L. 5357 PG. 1352

SURVEY NOTES:

. COORDINATES AND NORTH ORIENTATION SHOWN HEREON ARE REFERENCED TO THE NEW YORK

STATE PLANE COORDINATE SYSTEM, WESTERN ZONE, TRANSVERSE MERCATOR PROJECTION, NAD 83 (2011) EPOCH 2010.00 USING GPS PROCEDURES AND THE NEW YORK STATE DOT CORS NETWORK.

ELEVATIONS SHOWN HEREON ARE REFERENM 1988 (GEOID 18) USING GPS PROCEDURES.

D TO THE NORTH AMERICAN VERTICAL DATUM OF

SURVEY FIELDWORK COMPLETED BY FISHER ASSOCIATES ON JANUARY 18, 2022 WITH 1 FOOT +/- OF SNOW COVER, SOME FEATURES AND STRUCTURES MAY BE MISSING AS A RESULT. ADDITIONAL PROPERTY EVIDENCE WAS COLLECTED BY FISHER ASSOCIATES ON AUGUST 16, AND AUGUST 29, 2022 UNDER CLEAR CONDITIONS.

FIRE HYDRANT 9 6 x 5 BOLE 24” APPLE eo & SHRUB « 3 @ x SHRUB GRASS

2426-5 O7 of

£

UTILITY ~~~ POLE 2426-5B 74556

WOODED AREA

GRAVEL

MANGATE GATE

6” CHAIN LINK FENCE W/ BARB

ROE STATION #73

6" CHAIN LINK FENCE W/ BARB WIRE

185.27’

S 00'01728" W

CERTIFICATION:

WE FISHER ASSOCIATES, PREPLRED SEPTEMBER

1/2” PIN (0.3' BC) 21°N 18° E

on E

CR 2 REBAR/CAP

N 1179008.92

E 1445334.11 ELEV 370.22

A. DPC, HER! OM THE NOTES

———

| SLON A3ANNS

N/E JON M. SAULSGIVER

& PRISCILLA E. SAULSGIVER

TM # 064.14-2-16.1 897 KLEM ROAD L. 11914 PG. 528

EBY CERTIFY THAT THIS MAP WAS F AN INSTRUMENT SURVEY COMPLETED SING REFERENCES AND EVIDENCE SHOWN

© AN ABSTRACT OF TITLE AND IS SUBJECT WEN) W.

T WOULD SHO!

DS DS

6/8/23 6/6/23

DATUM/GPS NOTE ADDED

7 6 5 4 3 2

STREET BOUNDARY _—_—__—

$

COPYRIGHT © 2022 FISHER ASSOCIATES, P.E..LS.,LA, D.P.C.

New York State Education Law Section

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TOWN OF WEBSTER, COUNTY OF MONROE

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FA-1

SHEET 1 OF 1

BY

DATE

CONTOURS ADDED DESCRIPTION

ISSUE DATE 2023-06-08

20'

SCALE

1"

PARK VISTA TRL

XN PROJECT SITE

TOWN OF WEBSTER MONROE COUNTY

PR/IDOM PR/IDOM APP.

cK

BY

12/19/2025 | DRIIDOM | RNIDOM DATE

02/06/2026 | DRIIDOM | RNIDOM

IFP - ISSUED FOR PERMITTING DESCRIPTION

0.0A | IFR-ISSUED FOR REVIEW

IDOM Engineering PLLC

330 Second Ave. S. Suite 600 Minneapolis, MN 55401 USA

INFO

| 1DOM

ANSI D 2/6/2026

LOCATION SKETCH (NOT TO SCALE)

AS,

025) Distribution Airbt

PE STAMP AVANGRID ENGINEERING CONFIDENTIAL, PROPRIETARY and TRADE SECRET INFORMATION RG&E COVER SH EET 40 0 40 80 Property of AVANGRID SCALE: 1” = 40° SUBSTATION 73 ROCHESTER, NY BY [DRIDOM _|SCALE: AS NOTED |FILE: COVER SHEET.dwg ek _[RNIDOM | No. REV lap _|PRIIDOM ( REV DESCRIPTION DATE BY cK APP |pate} 0919/2005 N/A| 0-0

PARK VISTA TRL

XN PROJECT SWE

PRIIDOM

PRIIDOM PRIIDOM

PR/IDOM APP.

cK

BY

6| ORIDOM | RNIDOM

5 DRIDOM | RNIDOM S| DRIDOM | RNIDOM

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5| DRIDOM | RNIDOM

0-04

REV

INFO

IDOM Engineering PLLC 330 Second Ave. S. Suite 600 Minneapolis, MN 55401 USA

LOGO

ipDom

ANSI D 2/6/2026

KLEM ROAD (66° WIDE) psPHALT TOWN OF WEBSTER APRON MONROE COUNTY SAN MH RIM: 370.50 EDGE_OF TRAVEL LA LOCATION SKETCH . RU Marae voce or met (NOT TO SCALE) ™ 9 8

Oe.

NN ¥ me 14” CONC. STREET_BOUNDARY z TN

~—

NOTES:

1. COORDINATES AND NORTH ORIENTATION SHOWN HEREON ARE REFERENCED TO THE NEW YORK STATE PLANE COORDINATE SYSTEM, WESTERN ZONE, TRANSVERSE MERCATOR PROJECTION, NAD 83 (2011) EPOCH 2010.00.

2. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 ™ ~

a

—

GRASS OUTSIDE THE SUBSTATION STONE PLATFORM AND ASPHALT APRON

(GEOID 18) 3. UNDERGROUND UTILITIES SHOWN HEREON WERE PLOTTED FROM FIELD LOCATIONS, VISIBLE AT THE oN

TIME OF SURVEY, AND UTILITY COMPANY RECORD DRAWINGS. THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOULD BE STAKED BY THE RESPECTIVE UTILITY COMPANY PRIOR TO ANY CONSTRUCTION.

4. SURVEY FIELDWORK COMPLETED BY FISHER ASSOCIATES ON JANUARY 18, 2022 WITH 1 FOOT +/- OF SNOW COVER, SOME FEATURES AND STRUCTURES MAY BE MISSING AS A RESULT. ADDITIONAL PROPERTY EVIDENCE WAS COLLECTED BY FISHER ASSOCIATES ON AUGUST 16, 2022 UNDER CLEAR CONDITIONS. ADDITIONAL SURVEY FIELDWORK CONDUCTED BY FISHER ASSOCIATES ON JULY 30, 2025 UNDER CLEAR CONDITIONS.

LEGEND

NEW

EXISITNG

PROPERTY LINE/LEASE PARCEL LINE

— — —_ —— —— — RIGHT-OF-WAY LINE

EASEMENT LINE

FENCE LINE

UMVYYVYYYYYYYYYYYYYYY.. EDGE OF WOODS OR BRUSH

SANITARY SEWER LINE W/MANHOLE & C.O. CULVERTS, STORM SEWER LINE W/MH & CATCH BASIN WATER LINE W/HYDRANT, VALVE & VAULT

ELECTRIC LINE W/PULLBOX, METER & MANHOLE — G pa Ke NATURAL GAS LINE W/METER, VALVE & LINE MARKER ——OH, OH E, OT, OC——— _ OVERHEAD WIRES, ELECTRIC, TELEPHONE & CABLE LINE UG T———@—— _ UNDERGROUND TELEPHONE LINE W/MANHOLE Or 4 O} (o) UTILITY POLE, GUY, LIGHT POLE, WALK LIGHT & TOP MOUNT LIGHT

—y—X—xX—X BX — X XK XK

tl KLEM ROAD g (66" WIDE) re X DGE_OF TRAVEL LANE > STORM INLET . ey g Q| CONCAVE GRATE RIM: 505 4 OF PAVEMENT - RIM SET. » . I EDGE, é S| GparE:366.94 aera £365.19 _f [ZAFIPE, Coq eRETE- GTR 2 % lel ——— : 6 + | ‘om , we one oe a a SN 874858" E 559.81 . on en © eS ——_ —_ —— = — 5 BASEMENT ——=%4{————" HYDRANT ote 2 —— STORM WATER _ . At PUMP STATION - ™ R 12” DI \\REC) =x AND SPLASH PAD yo XX XX KK

on €

& STATION SERVICE x \ es TRANSFORMER ey | G =~ ® controL GIS BUILDING - aA BUILDING oo (35'X13') favs ’. , Coo \ </, /\ (28°x14") & ; ae I GIS BUILDING x tI \ ip CONCRETE pl (35X13) i _ | THRESHOLD AND Hl Cle 518 SWING GATE COVERED ACCESS I x 4 QZ. TO GIS BUILDING H “Ne ~ PULL BOX g 8 | BASEMENT i 4 |_—_— a a 58 Pl 15° WIDE ; GRAVEL ACCESS ~*< |] _ | IN Lo N | - -4ANDS-OF — > | ROCHESTER GAS & & ELECTRIC CORPORATION | |I TM ff 064.14-2-17 Ns AREA = 0.765% ACRES 3 (333064 SO. FT) | & 78.7" : x BS NYE | S L. ROCHESTER GAS AND /8 ELECTRIC CORPORATION x tw ™M # 064.19-2-25.1 | L. 5357 PG. 152 TRANSFORMER CONTAINMENT x STORM WATER | PUMP. STATION , AND SPLASH PAD x | x<

CLOSEST DISTANCE TO PROPERTY LINE TO THE NORTH TO THE EAST TO THE SOUTHWEST CONTROL BUILDING 29.5" 160.3' 40.6" GIS BUILDING 297" 51.8 68.8" TRANSFORMER 67.0' 78.7" 19.3" FENCE 13.7' 5.8 9.1' 20 0] 20

NYE JON M. SAULSGIVER & PRISCILLA E. SAULSGIVER 7™M # 064.14-2-16.1 897 KLEM ROAD 11914 PG. 528

SUBSTATION STONE PLATFORM OUTLINE

INSTALL

PE STAMP AVANGRID ENGINEERING CONFIDENTIAL, PROPRIETARY and TRADE SECRET INFORMATION Property of AVANGRID

RG&E

AVANGRID

SITE PLAN

SH 001 OF 002

SUBSTATION 73

BY

DRIDOM

ROCHESTER, NY

cK

RNIIDOM

i

3

REV DESCRIPTION

DATE

BY

cK

PRIIDOM

DATE.

08/29/2025

NO.

REV

73-0003-001) 0-1

30'-0"

L. PROPERTY LINE

O-

193" 226'-95)

14450 24'-1176)

fod oSien

143" 27'-48

1 pln 193 TG 34'-10" 47-28

FENCE LIMIT CONTROL ROOM

“> RISER CIR 5147

RUIDOM RUIDOM RUIDOM RUIDOM APP

Leibom

LGIDOM

Lenbom cK

HSC/IDOM BY

42/19/2025 | HSC/IDOM 10/24/2025 | HSC/IDOM

21612025

(08/29/2025 | HSC/IDOM | IGTIDOM DATE

IFC - ISSUED FOR CONSTRUCTION DESCRIPTION

0-0A | IFR-ISSUED FOR REVIEW

0-0 REV

IDOM Engineering PLLC

330 Second Ave S.-Suite 600 Minneapolis, MN 55401 USA

INFO

ibom

LOGO

ANSI D 2/6/2026

&_ST. SERVICE TRF. SS1

CONTROL ROOM SWITCHGEAR BUS 1

& TRANSFORMER SWITCHGEAR BUS 1 t

51-4" ——_—_——

SWITCHGEAR BUS 2 SWITCHGEAR BUS 2 FENCE LIMIT

LIMITS TO ROAD ROW

edn 103'-6])

THIS \SHT./

_I FENCE LIMIT

Somes 2 et - RISERCIRS1T ns | ae RISER CIR 5100 _-O- = — BOUNDARY OF PLANTING BED =¢ »- se ES ie - aa Fe & 4) € + af” Rew | FENCE LIMIT i | aN ~Io & cco) 8 ACCESS ROAD i in ACCESS ROAD i “0 i x q % sh) f «TRANSFORMER = of q q y / a 5 RISER “NS Co: Ne ‘EE iB Ww RISER CIR 820 zig -O- ne FENCE LIMIT i <|O _—_~ az

6 a 4

oN

PLANTS SHALL BEAR THE RELATIONSHIP TO GRADE RECOMMENDED BY SUPPLIER.

PLACE 3" OF COMPOST AROUND ALL SHRUBS. BASE OF TRUNK REMAINS EXPOSED.

6" TOPPING STONE LAYER WEED BARRIER FABRIC. IN SITU SOIL

PLANTS SHALL BEAR THE RELATIONSHIP TO GRADE RECOMMENDED BY SUPPLIER

PLACE 3" OF COMPOST AROUND ALL SHRUBS. BASE OF TRUNK REMAINS EXPOSED.

6" TOPPING STONE LAYER

WEED BARRIER FABRIC.

IN SITU SOIL

PERENNIAL DETAIL

PLANTS SHALL BEAR THE SAME RELATIONSHIP TO GRADE 7 RECOMMENDED BY SUPPLIER. ‘ \ PLACE 3" OF COMPOST AROUND ALL SHRUBS. BASE OF TRUNK REMAINS EXPOSED.

6" TOPPING STONE LAYER

WEED BARRIER FABRIC

PLANTING TABLE

SYMBOL |QUANTITY| COMMON NAME atid MOVE IMAGE GOLDEN MOP __| CHAMAECYPARI 24 | THREADLEAFFALSE |S PISIFERA No CYPRESS ‘GOLDEN MOP" MR. BOWLING BALL | MR. BOWLING 16 ARBORVITAE BALL No ARBORVITAE THUJA 18 EMERALD GREEN | OCCIDENTALIS NO ARBORVITAE ‘EMERALD GREEN STYLE |CATEGORY| — GRADATION ary (cy) COMMENT | IMAGE MIX TO BE WELL ROUNDED (NOT CRUSHED) se | open 2" MAX 11.1100 WASHED AND SLIGHTLY REDDISH IN COLOR

NOTES:

1. GRASS/TOP SOIL TO BE REMOVED TO MINIMUM OF 6" BELOW ADJACENT GRADE, AND

THEN LANDSCAPE FABRIC LAYER AND STONE IS TO BE ADDED TO FINAL GRADE.

2. SHRUB PLANTING SHALL OCCUR IN FAL BETWEEN SEPTEMBER 15 AND DECEMBER 1 OR IN THE SPRING BETWEEN MARCH 15 AND JUNE 1.

3. A WATERING MAINTANANCE PLAN SHOULD BE SUBMITTED TO THE SATISFACTION OF THE PROJECT OWNER.

4. STONE STYLE, TYPE, GRADATION AND COLOR SHALL BE SUBMITTED TO AVANGRID FOR WRITTEN APPROVAL PRIOR TO PLACEMENT.

PE STAMP IN SITU SOIL

3 BLUE STAR JUIPER DETAIL THIS | SCALE: N.T.S. \SHT.

10 20

40

INSTALL

AVANGRID ENGINEERING CONFIDENTIAL, PROPRIETARY and TRADE SECRET INFORMATION Property of AVANGRID

RG&E

AVANGRID

LANDSCAPING PLAN

SH 002 OF SH 002

SUBSTATION 73

ROCHESTER, NY

sy [HsciiDoM |SCALE: 1/16'=1'0" [FILE: 73-0003-002 SH 002.dwg

ck__[ig™pom | No.

lapP_[RUIDOM

DESCRIPTION

DATE

BY

ck

DATE | 08/29/2025

REV

73-0003-002 SH 002| 0-1

PLATFORM COORDINATES

, uP 360 GRADING Bon. | NORTH EAST ELEV

G01 1,179,038.38 | 1,445,350.21 370.70

XN PROJECT

Cr. J KLEM ROAD , Go2 | 1,178,891.41] 1,445,350.22| 371.10 - & (66’ WIDE) - G03 1,178,889.68 | 1,445,304.40 370.90 rs cia wt noe op ewe UME G04 | 1,178,988.24 | 1,445,095.85| — 370.70

66; ASPHALT a , Gos | 1,179,029.55 | 1,445,115.38] 370.70

TOWN OF WEBSTER ; MONROE COUNTY RIM: 370.50 EDGE_OF_TRAVEL oa a E 365.19 F590. ‘SUMP 366.10 ——- i LOCATION SKETCH j W 567.44 Dal EDGE OF PAVEMENT 769 Gos | 1,178,894.72 | 1,445,305.43] 371.40 . L555. LED _W/SNO oF A ee 178, 445, GUTTER STRE! Goa ‘| 1,178,990.62 | 1,445,102.51| 371.20 Gio | 1,179,024.66 | 1,445,118.59| 371.20

(NOT TO SCALE) Poy RZ G11 1,178,995.46 | 1,445,099.27 371.00

G12 1,179,013.60 | 1,445,107.84 371.00

me.

\ 1 \ STREET_BOUNDARY,

G13 1,179,010.49 | 1,445,067.66 369.90

G14 1,179,017.39 | 1,445,053.15 370.18

G15 1,179,031.46 | 1,445,044.56 370.48

NOTES:

1. COORDINATES AND NORTH ORIENTATION SHOWN HEREON ARE REFERENCED TO THE NEW YORK STATE PLANE COORDINATE SYSTEM, WESTERN ZONE, TRANSVERSE MERCATOR PROJECTION, NAD 83 (2011) EPOCH 2010.00.

G16 1,179,035.44 | 1,445,044.38 370.60

G17 1,179,044.97 | 1,445,033.98 | MATCH EX.

me

G18 1,179,047 .02 | 1,445,083.95 | MATCH EX

CONCRETE THRESHOLD

2. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

(GEOID 18). G19 | 1,179,036.62 | 1,445,074.36] 370.40

G20 1,179,035.30 | 1,445,074.42 370.35

3. UNDERGROUND UTILITIES SHOWN HEREON WERE PLOTTED FROM FIELD LOCATIONS, VISIBLE AT THE TIME OF SURVEY, AND UTILITY COMPANY RECORD DRAWINGS. THE LOCATIONS OF ALL UNDERGROUND «._ UTILITIES SHOULD BE STAKED BY THE RESPECTIVE UTILITY COMPANY PRIOR TO ANY CONSTRUCTION.

G21 1,179,026.72 | 1,445,080.11 370.07

15° WIDE G22 1,179,023 .82 | 1,445,086 .21 369.85

GRAVEL ACCESS

4. SURVEY FIELDWORK COMPLETED BY FISHER ASSOCIATES ON JANUARY 18, 2022 WITH 1 FOOT +/- OF

SNOW COVER, SOME FEATURES AND STRUCTURES MAY BE MISSING AS A RESULT. ADDITIONAL / PROPERTY EVIDENCE WAS COLLECTED BY FISHER ASSOCIATES ON AUGUST 16, 2022 UNDER CLEAR \ / CONDITIONS. ADDITIONAL SURVEY FIELDWORK CONDUCTED BY FISHER ASSOCIATES ON JULY 30, 2025 2%, ; x} / UNDER CLEAR CONDITIONS ay, NI / 623 | 1,178,976.28 | 1,445,233.41| 372.00 5. SURFACE CONTOURS AROUND THE PERIMETER OF THE PROPERTY WERE GENERATED FROM PUBLICLY - im - 2 | \ G24 | 1178.97.71 | 1-448,279.32 | 372.00 AVAILABLE 2019 FEMA LIDAR POINT CLOUD ELEVATIONS. POINT CLOUD FILE 18TTN985880.las WAS | \ \ WE Gas | 1,178,930.45 | 1,445,27280| 372.00 DOWNLOADED FROM THE NYS GIS CLEARINGHOUSE AND PROCESSED THROUGH LEICA INFINITY USING | \ \ Mj — aoe 75 PERCENT POINT REDUCTION AND "REFINED" INTERPOLATION MODEL. REMOVAL OF A LINE OF Ss | JON M. SAULSGIVER G26 | 1,178,938.02 | 1,445,234.89| 372.00 TREES ON THE EASTERLY PROPERTY LINE AND MAINTENANCE OF THE TRAIL ON THE PROPERTY TO 2 | & PRISCILLA E. SAULSGIVER THE WEST OF THE TRAIL CONDUCTED SINCE 2019 ARE NOT REFLECTED IN THE SURFACE. ag ™M f 064.14-2—-16.1 G27 1,178,986.67 | 1,445,228.47| 371.90 N Sf ari Mo 628 G28 | 1,178,989.06 | 1,445,285.37| 371.90 EARTHWORK NOTES: ‘ \N, 8 | OM . 1178,989, 445,285. ; are \ ROCHESTER GAS AND al ‘ G29 | 1,178,931.30 | 1,445,228.04] 371.80 1. ALL EXCAVATIONS, SHORING AND BRACING SHALL CONFORM TO OSHA REQUIREMENTS (29 CFR 1926). } ELECTRIC “GORRORATION. LANDS | O23 2. SLOPES STARTING 5' OUTSIDE THE SUBSTATION FENCE HAS BEEN DESIGNED WITH A MAXIMUM GRADE { WM_ff 064.19-2-25.1 ROCHESTER GAS & / G30 1,178,926.78 | 1,445,225.90| 371.30 OF 5H:2V. \ Ne 5557 PC. N52 ELECTRIC CORPORATION / S t S \ 7M ff 064.14-2-17 / 631 | 1,179,012.53 | 1,445,160.17| 372.00 AREA = 0.7654 ACRES / / G32 | 1,179,013.75 | 1,445,192.15] 372.00

3. UNLESS OTHERWISE APPROVED THE MATERIAL SHALL BE DEPOSITED AND SPREAD UPON COMPACTED MATERIAL IN FULL WIDTH LAYERS NOT MORE THAN 8 INCHES IN DEPTH, LOOSE MEASURE.

4. THE CONTRACTOR WILL BE REQUIRED TO DEMONSTRATE THAT THE COMPACTION EQUIPMENT AND METHODS ARE OBTAINING SATISFACTORY COMPACTION.

5. SATISFACTORY COMPACTION FOR THE PURPOSE OF THE DEMONSTRATION |S DEFINED AS NOT LESS THAN 98% OF ASTM D1557 MAXIMUM DRY DENSITY FOR GRAVEL FILL, GRAVEL SURFACE, SAND, SUBGRADE FILL.

6. SATISFACTORY COMPACTION FOR THE PURPOSE OF THE DEMONSTRATION |S DEFINED AS NOT LESS THAN 95% OF ASTM D1557 MAXIMUM DRY DENSITY FOR GENERAL FILL. SS

7. ALL CUT MATERIAL TO BE CONSIDERED AS CONTAMINATED MATERIAL AND NEEDS TO BE HAUL TO.

(333064 SOQ. FT.)

G33 1,178,995 76 | 1,445,192.83 372.00

| G34 1,178,994 53 | 1,445,160.88 372.00

X = X = KX — KX — XK — KX — Xp KX — XK — KX — KX — X —

G35 1,179,012.87 | 1,445,222.76 372.00

G36 1,179,015.75 | 1,445,298.95 372.00

G37 1,179,000.55 | 1,445,299.52 372.00

B/3/3/3lo APPROVED LANDFILL. zlelelel= 8. PRIOR TO WORK, THE CONTRACTOR SHALL, AT A MINIMUM, CONTACT "UDIG NY" TO IDENTIFY OR VERIFY SIZE, DEPTH AND LOCATIONS OF ALL UNDERGROUND UTILITIES WITHIN THE VICINITY OF THE

2/3/3|3 WORK AREA. CONTRACTOR SHALL PROTECT UTILITIES FROM DAMAGE AND SHALL NOT DISTURB 638 | 1,178,997.64 | 1,445,223.36] 372.00 B|e/2/2/5 UNDERGROUND UTILITIES TO REMAIN. IN THE EVENT THAT A UTILITY IS DAMAGED AS A RESULT OF THE SUBSTATION STONE K|E IRIE CONTRACTOR'S WORK, THE DAMAGED UTILITY SHALL BE REPAIRED BY THE CONTRACTOR TO ITS _ PLATFORM OUTLINE G39__| 1,178,880.58 | 1,445,344.97] 370.75 2/3/3|5 PRE-CONSTRUCTION CONDITION AT NO ADDITIONAL COST TO THE OWNER. SHOULD UNCHARTED OR a eyelsiele INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING EXCAVATION, . G40 | 1,178,887.39 | 1,445,303.73} 370.50 BIS a|s CONTACT AVANGRID IMMEDIATELY FOR DIRECTION.

@ SOIL MATERIAL SHALL BE FREE OF COMBUSTIBLE, ORGANIC DEBRIS AND FROZEN MATERIALS AS WELL G41 | 1,179,026.20 | 1,445,159.66 | 371.70

a G42 | 1,179,031.21] 1,445,159.47] 371.20

AS ROOTS, TOPSOIL, LOAM, TRASH, SNOW, ICE, WOOD AND OTHER OBJECTIONABLE MATERIALS. G43 1,179,031 .42 | 1,445,298.37 371.70

L

G44 1,179,036.42 | 1,445,298.19 371.20

SAFETY NOTES

WORK WILL BE CARRIED OUT NEAR AND UNDER ENERGIZED TRANSMISSION LINES. EXTREME CAUTION IS REQUIRED AT ALL TIMES. THE CONTRACTOR SHALL STRICTLY FOLLOW ALL AVANGRID SAFETY REQUIREMENTS. FAILURE TO DO SO WILL RESULT IN TERMINATION

1

BASELINE COORDINATES

REFERENCE DOCUMENTS:

7.3-0003-004 SHO02 GRADING PLAN s\z 73-0003-004 SHO03 GRADING PROFILE - CUT CENTER S | ka 73-0003-004 SHO04 GRADING PROFILE - FILL POINT NORTH EAST Bot —_| 1,178,960.09 | 1,445,253.01 S LEGEND 88 ge2 NEW 2a8 Boo EXISITNG 522 oes PROPERTY LINE/LEASE PARCEL LINE 533 “gs RIGHT-OF-WAY LINE 9 EASEMENT LINE FA FENCE LINE AVYYYYYYYYYyYyYyyyyyyy.. EDGE OF WOODS OR BRUSH Ss SANITARY SEWER LINE W/MANHOLE & C.O. | N STALL 6) CULVERTS, STORM SEWER LINE W/MH & CATCH BASIN PE STAMP AVANGRID ENGINEERING WATER LINE W/HYDRANT, VALVE & VAULT CONFIDENTIAL, PROPRIETARY and Qo a er RG&E GRADING PLAN — ELECTRIC LINE W/PULLBOX, METER & MANHOLE 20 0 20 40 Property of AVANGRID AVANGRIP g C 3 © G po NATURAL GAS LINE W/METER, VALVE & LINE MARKER a SL__s NOT FOR SH 001 OF 008 $ —OH, OH E, OT, OC——— OVERHEAD WIRES, ELECTRIC, TELEPHONE & CABLE LINE CONSTRUCTION O 7——@—— _ UNDERGROUND TELEPHONE LINE W/MANHOLE SCALE: 1” = 20° SUBSTATION 73 ROCHESTER, NY Q UG UI GROU! le} i le) By [DRIIDOM _[SCALE: AS NOTED |FILE: 73-0003-004 SH 001 n T Zz OF 4) oO UTILITY POLE, GUY, LIGHT POLE, WALK LIGHT & TOP MOUNT LIGHT Sao REV REV DESCRIPTION DATE BY cK APP [pate] oa19/2025 73-0003-004| 0-0

PRIIDOM

PRIIDOM PR/IDOM PRIIDOM

APP.

cK

DRIIDOM | RNIDOM

DRIIDOM | RN/IDOM DRIIDOM | RNIIDOM

BY

FP- ISSUED FOR PERMITTING

05 | DRIIDOM | RN/IDOM

OR APP

FA -\SSUED PRIS

0-04

| pate

DESCRIPTION

REV

IDOM Engineering PLLC

330 Second Ave. S. Suite 600 Minneapolis, MN 55401 USA

INFO

| 1DOM

ANSI D 2/6/2026

PLATFORM COORDINATES LEM RD. «y %, 2 380 GRADING SOINT NORTH EAST ELEV NN co1 | 1,179,038.38 | 1,445,350.21| 370.70 PROJECT ‘SIE KLEM ROAD , Go2 | 1,178,891.41 | 1,445,350.22| 371.10 — (66’ WIDE) 7 G03 | 1,178,889.68 | 1,445,304.40] — 370.90 KEEM oo. poe oF TAVEL UME Go4 | 1,178,988.24 ] 1,445,095.85] 370.70 3 a WI ASPHALT | Gos — | 1,179,029.55 | 1,445,115.38] 370.70 see Conte : __ <M SB5.04. —~ EDGE OF PAVEMENT G06 | 1,179,033.19 | 1,445,345.21] 371.20 u RIM: 570.50 ote Or Ten — cov | 1,178,896.23 | 1,445,345.22| 371.60 ‘SUMP. 366.10 178, 445, : LOCATION SKETCH . , 5 4 ee ‘sno Dal EDGE OF PAVEMENT : cos | 1,178,894.72 ] 1,445,305.43|] 371.40 (NOT TO SCALE) ? — alas oO) 559.81" Goo | 1,178,990.62 | 1,445,102.51| 371.20 \ — \ ab Gio | 1,179,024.66 | 1,445,118.59| 371.20 \ Oy, ” 4 eounpsey — 30’ G11 1,178,995.46 | 1,445,099.27| 371.00 STREET ; 370" G12 | 1,179,013.60 | 1,445,107.84| 371.00 i G13 | 1,179,010.49 | 1,445,067.66| — 369.90 \ Ve G14 | 1,179,017.39 | 1,445,053.15] 370.18 \ G15 | 1,179,031.46 | 1,445,044.56] 370.48 ee —s / G16 | 1,179,035.44 | 1,445,044.38] 370.60 Hy / G17} 1,179,044.97 | 1,445,033.98 | MATCH EX. = G18 | 1,179,047.02 | 1,445,083.95 | MATCH EX H } G19 | 1,179,036.62 | 1,445,074.36] 370.40 i i i G20 | 1,179,035.30 | 1,445,074.42| 370.35 o | G21 | 1,179,026.72 | 1,445,080.11| 370.07 j \ | 15° WIDE ‘ ! 2 \ | G22 | 1,179,023.82 | 1,445,086.21] 369.85 GRAVEL ACCESS .Y i NI / 623 | 1,178,976.28 | 1,445,233.41| 372.00 NOTES: 8 | 4 G24 1,178,977.71 | 1,445,271.32] 372.00 “i \ 1. COORDINATES AND NORTH ORIENTATION SHOWN HEREON ARE REFERENCED TO THE NEW YORK \ \ N/E G25 | 1,178,939.45 | 1,445,272.80| 372.00 STATE PLANE COORDINATE SYSTEM, WESTERN ZONE, TRANSVERSE MERCATOR PROJECTION, NAD 83 | JON M. SAULSCIVER (2011) EPOCH 2010.00. S |g PRISCILLA E. SAULSCIVER G26 | 1,178,938.02 | 1,445,234.89] 372.00 % | \ 2 2. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 NY TM if 064 If oa ’ G27__| 1,178,986.67 | 1,445,228.47 | 371.90 ns A: (GEOID 18). ays S r L. 41914 PG. 528 G28 | 1,178,989.06 | 1,445,285.37| 371.90 3. UNDERGROUND UTILITIES SHOWN HEREON WERE PLOTTED FROM FIELD LOCATIONS, VISIBLE AT THE ROCHESTER GAS-ANQ _ \ G20 | 1.178,931.30| 1,445,228.04| 371.80 TIME OF SURVEY, AND UTILITY COMPANY RECORD DRAWINGS. THE LOCATIONS OF ALL UNDERGROUND ELECTRIC “CORPORATION. v3 eae UTILITIES SHOULD BE STAKED BY THE RESPECTIVE UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. “y_f 064, 19-2-25.1 / G30 | 1,178,92678 | 1.448,225.90] 371.30 L-S357 PC. N32 4. SURVEY FIELDWORK COMPLETED BY FISHER ASSOCIATES ON JANUARY 18, 2022 WITH 1 FOOT +/- OF Be % G31 | 1,179,012.53 | 1,445,160.17] 372.00 SNOW COVER, SOME FEATURES AND STRUCTURES MAY BE MISSING AS A RESULT. ADDITIONAL = 0.7654 ACR PROPERTY EVIDENCE WAS COLLECTED BY FISHER ASSOCIATES ON AUGUST 16, 2022 UNDER CLEAR (333064 SO. FT.) G32 | 1,179,013.75 | 1,445,192.15| 372.00 CONDITIONS. ADDITIONAL SURVEY FIELDWORK CONDUCTED BY FISHER ASSOCIATES ON JULY 30, 2025 60 UNDER CLEAR CONDITIONS G33-| 1,178,995.76 | 1,445,192.83| 372.00 5. SURFACE CONTOURS AROUND THE PERIMETER OF THE PROPERTY WERE GENERATED FROM PUBLICLY G34 | 1,178,994.53 | 1,445,160.88| 372.00 AVAILABLE 2019 FEMA LIDAR POINT CLOUD ELEVATIONS. POINT CLOUD FILE 18TTN985880.las WAS 117901287 | 144520276 DOWNLOADED FROM THE NYS GIS CLEARINGHOUSE AND PROCESSED THROUGH LEICA INFINITY USING G35 179,012.87 | 1,445,222. 372.00 75 PERCENT POINT REDUCTION AND "REFINED" INTERPOLATION MODEL. REMOVAL OF A LINE OF TREES ON THE EASTERLY PROPERTY LINE AND MAINTENANCE OF THE TRAIL ON THE PROPERTY TO G36 | 1:179,015.75 | 1,446,208.95 | 372.00 THE WEST OF THE TRAIL CONDUCTED SINCE 2019 ARE NOT REFLECTED IN THE SURFACE. 37 | 1,179,00055 | 1.445,299.52| 372.00 . G38_—_| 1,178,997.64 | 1,445,223.36 | 372.00 EARTHWORK NOTES: SUBSTATION STONE 1. ALL TOPSOIL, FILL, ORGANIC MATERIAL, DEBRIS, RUBBISH, FROZEN SOILS, MUCK, LOOSE, OR PLATFORM OUTLINE G39 1.178,880.58 | 1,445,344.97 | 370.75 DISTURBED SOILS AND OTHER UNSUITABLE MATERIALS SHOULD BE REMOVED FROM AREAS OF G40 | 1,178,887.39 | 1,445,303.73| 370.50 2. QUANTITIES ARE FOR OWNER'S ASSET MANAGEMENT PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE a1 | 1,179,026.20 | 1,445,159.66| 371.70 FOR DETERMINING QUANTITIES FOR CONSTRUCTION & BIDDING PURPOSES G42 | 1,179,031.21| 1,445,159.47] 371.20 SAFETY NOTES OT G43 | 1,179,031.42 | 1,445,298.37| 371.70 1. WORK WILL BE CARRIED OUT NEAR AND UNDER ENERGIZED TRANSMISSION LINES. EXTREME CAUTION 117903642 | 1445298 19 IS REQUIRED AT ALL TIMES. THE CONTRACTOR SHALL STRICTLY FOLLOW ALL AVANGRID SAFETY G44 179, 445, 371.20 REQUIREMENTS. FAILURE TO DO SO WILL RESULT IN TERMINATION REFERENCE DOCUMENTS: BASELINE COORDINATES 73-0003-004 SHO01 GRADING PLAN 73-0003-004 SHO03 GRADING PROFILE - CUT CENTER 73-0003-004 SHOO4 GRADING PROFILE - FILL POINT NORTH EAST Bo1 | 1,178,960.09 | 1,445,253.01 S LEGEND AREA LEGEND: NEW ia EXISTING GRASS AREA (26,533 S.F.) EXISITNG La EXISTING SUBSTATION AREA (4,032 S.F.) || EXISTING ASPHALT AREA (2,065 S.F.)

PROPERTY LINE/LEASE PARCEL LINE

——_ — —— —— — RIGHT-OF-WAY LINE

EASEMENT LINE

FENCE LINE

——OH, OH E, OT, OC——— _ OVERHEAD WIRES, ELECTRIC, TELEPHONE & CABLE LINE SCALE: 7” = 20°

Or 4 O UTILITY POLE, GUY, LIGHT POLE, WALK LIGHT & TOP MOUNT LIGHT REV DESCRIPTION DATE BY cK

UMVYYVYYYYYYYYYYYYYYY.. EDGE OF WOODS OR BRUSH

SANITARY SEWER LINE W/MANHOLE & C.O.

INSTALL

CULVERTS, STORM SEWER LINE W/MH & CATCH BASIN WATER LINE W/HYDRANT, VALVE & VAULT PE STAMP ‘AVANGRID ENGINEERING 5 “TRADE SECRET INFORMATION RG&E GRADING PLAN ee © ELECTRIC LINE W/PULLBOX, METER & MANHOLE 20 0 20 40 Property of AVANGRID AVANGRID G a xe © NATURAL GAS LINE W/METER, VALVE & LINE MARKER Se NOT FOR SH 002 OF 008 CONSTRUCTION SUBSTATION 73 ROCHESTER, NY

UG T———@—— _ UNDERGROUND TELEPHONE LINE W/MANHOLE

BY

DRIDOM

cK

RNIIDOM

NO. REV

[APP

APP _|DATE:

PRIIDOM

73-0003-004) 0-0

09/19/2025

XN PROJECT SWE

TOWN OF WEBSTER MONROE COUNTY

PRIIDOM PRIIDOM PR/IDOM PRIIDOM APP

cK

DRIIDOM | RN/IDOM DRIIDOM | RNIIDOM

BY

25 | DRIDOM | RNIDOM

DATE

02/06/2026 | DRIDOM | RNIDOM

Zlzlz £/S}./z Els|s|a|6 alElElSle Bl) |e) e)s &/5|S|5/9 B/2\£/2\3 slei/a/a/4 7 & & £ ° sl> 3 3 | ola fe) 4 F — 3 © fe} N eL_Is Q s a a G Zz <=

LOCATION SKETCH (NOT TO SCALE)

ASPHALT APRON

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[PROFILE L2]

PROFILE L1 1 _

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ep,

, _ ' N 7 t g oo I * - $ 3 15° WIDE GRAVEL ACCESS ><

1437.97:

UBSTATION STONE PLATFORM OUTLINE

———

EARTHWORK QTY — CUT

(TEM VOLUME (C.Y.) 12” TOPSOIL REMOVAL 800 EXCAVATION 200

380.00 380.00 PROPOSED EXISTING GRADE GRADE | KNX PRO" - XXX eae araTatatece ee 1— TOPSOIL REMOVAL 360.00 360.00 0+00.00 1400.00 2+00.00 2+78.09 PROFILE L1 HORIZONTAL SCALE: 1”=20’ VERTICAL SCALE: 1”=4’ 380.00 380.00 PROPOSED | J. GRADE EXISTING GRADE a 370.00 : / : maw AP 370.00 IK torso REMOVAL 360.00 360.00 0+00.00 1+00.00 1437.97 PROFILE L2 HORIZONTAL SCALE: 1°=20’ VERTICAL SCALE: 1”=4’ INSTALL PE STAMP AVANGRID ENGINEERING oO ADE SECRET INFORMATION RG&E | GRADING PLAN PROFILE - CUT Property of AVANGRID AVANGRID NOT FOR SH 003 OF 008 CONSTRUCTION SUBSTATION 73 ROCHESTER, NY By [DR/IDOM _[SCALE: AS NOTED [FILE: 73-0003-004 SH 003, nor IDOw 73-0003-004) 0-0 REV DESCRIPTION DATE BY cK APP IDATE:| 09/19/2025,

XN PROJECT SWE

TOWN OF WEBSTER MONROE COUNTY

APP.

cK

DRIIDOM | RNIDOM | PR/IDOM DRIIDOM | RNIDOM | PRIDOM

BY

02/06/2026 | DRIDOM | RNIDOM | PRIDOM 09/1912025 | DRIDOM | RNIDOM | PRIDOM

DATE

DESCRIPTION

0-0 | IFP- ISSUED FOR PERMIT 0-0C | IFA- ISSUED FOR APPROVAL 0-08 | IFA- ISSUED FOR APPROVAL

0-0A | IFR- ISSUED FOR REVIEW

Minneapolis, MN 55401 USA

330 Secor

INFO

| 1DOM

ANSI D 2/6/2026

LOCATION SKETCH (NOT TO SCALE)

ASPHALT APRON

="

[PROFILE L2]

0+00° yj

15° WIDE GRAVEL ACCESS ><

4 z __ js e - $

UBSTATION STONE PLATFORM OUTLINE

———

380.00

380.00 (— 6” STONE TOPPING/GRAVEL SURFACE + PROPOSED » EXISTING 18” GRAVEL GRADE GRADE / BASE/FILL + SEE ;. 370.00 LE | | 370.00 Bee SY SUBGRADE t FILL TOPSOIL + 360.00 360.00 0+00.00 1400.00 2+00.00 2+78.09 PROFILE L1 HORIZONTAL SCALE: 1”=20’ VERTICAL SCALE: 1”=4’ 380.00 380.00 PROPOSED 1 GRADE f— 6” STONE TOPPING/GRAVEL EXISTING SURFACE GRADE 6" STONE 18” GRAVEL " ASPHALT ROAD / i BASE/FILL TOPPING 3" NYSDOT TYPE 6F TOP COURSE = O=02021 ¥=0505020=0=0-02056 18" GRAVEL VE R 4" NYSDOT TYPE 3 BINDER YY, BASE/FILL AGGREGATE BASE COURSE 370.004 370.00 - NYSDOT TYPE 1 DGA = xs LA a Ke MiRaFl HP270 Saye SUBGRADE RS SUBGRADE FILL FILL RRRRA UNDISTURBED SOIL 1 Y RRA UP COMPACT TO 95% J TOPSOIL [\— SUBGRADE Y FILL YARD PLATFORM ACCESS ROAD 1 SECTION SECTION 6" GRAVEL SURFACE T COMPACT TO 98% 18" GRAVEL BASE/FILL 360.00 360.00 0+00.00 1400.00 1437.97 SUBGRADE PROFILE L2 FILL HORIZONTAL SCALE: 1 =20 GRAVEL ACCESS VERTICAL SCALE: 1 =4 SECTION TYPICAL SECTIONS NOT TO SCALE PE STAMP. AVANGRID ENGINEERING COO TA eRGrRETAR cre RG&E | GRADING PLAN PROFILE - FILL Property of AVANGRID AVANGRID NOT FOR SH 004 OF 008 CONSTRUCTION SUBSTATION 73 ROCHESTER, NY BY IDR/IDOM SCALE: AS NOTED [Five: 73-0003-004 SH 004 x |RwibOM |} No. meV REV DESCRIPTION DATE BY cK APP pee a 73-0003-004| 0-0

XN PROJECT SWE

““KLEM ROAD

? WIDE)

ASPHA\ APRON

TOWN OF WEBSTER MONROE COUNTY

EDGE

zl/z/z/= S/S/S5/S5 fa 2/9/S]/o}a z\z2\|z|2|< E/E ELE zl/zelzl= S/3|/5/5 8/8/Ss|/o|xs zlz/z/2/° #/2|2|z zl/zl|zl/= 3/3|/s5/s5 8/8/S}a}z zlel|zle 5/5|S|/5

IFA - ISSUED FC

0-08 0-04 REV

INFO

IDOM Engineering PLLC

330 Second Ave. S. Suite 600 Minneapolis, MN 55401 USA

| 1DOM

ANSI D 2/6/2026

LOCATION SKETCH , aoe (NOT TO SCALE) =

\ Me, 14” CONC. STREET. sounosey

(2011) EPOCH 2010.00. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

(GEOID 18). 3. UNDERGROUND UTILITIES SHOWN HEREON WERE PLOTTED FROM FIELD LOCATIONS, VISIBLE AT THE

TIME OF SURVEY, AND UTILITY COMPANY RECORD DRAWINGS. THE LOCATIONS OF ALL UNDERGROUND

UTILITIES SHOULD BE STAKED BY THE RESPECTIVE UTILITY COMPANY PRIOR TO ANY CONSTRUCTION

4. SURVEY FIELDWORK COMPLETED BY FISHER ASSOCIATES ON JANUARY 18, 2022 WITH 1 FOOT +/- OF SNOW COVER, SOME FEATURES AND STRUCTURES MAY BE MISSING AS A RESULT. ADDITIONAL PROPERTY EVIDENCE WAS COLLECTED BY FISHER ASSOCIATES ON AUGUST 16, 2022 UNDER CLEAR CONDITIONS. ADDITIONAL SURVEY FIELDWORK CONDUCTED BY FISHER ASSOCIATES ON JULY 30, 2025

UNDER CLEAR CONDITIONS. 5. SURFACE CONTOURS AROUND THE PERIMETER OF THE PROPERTY WERE GENERATED FROM PUBLICLY AVAILABLE 2019 FEMA LIDAR POINT CLOUD ELEVATIONS. POINT CLOUD FILE 18TTN985880.las WAS

EDGE _OF TRAVEL

CONCRETE GUTTER

2’X4’ INLET. TOP OF GRATE @ 369.30. 8” «= ORIFICE @ INV. 368.30. W ——" TRASH RAC

LT

OF _PAVEMENT \ WN 8748'58" E

TREES

3559.81"

————_o1—

EDGE_OF TRAVEL LANE

KLEM ROAD (66’ WIDE)

oi €

a —— ‘STREET BOUNDARY-

ONCRETE “~~ HRESHOLD

NM ROCHESTER GAS AND ELECTRIC “GORRORATION’

‘TM_f 064. 19-2-25. 7

SL 8357 PC. N52

—= PUMP SATION

AREA

15° WIDE

__-0.58%_

GRAVEL ACCESS

LANDS OF ROCHESTER GAS & ELECTRIC CORPORATION 7™M # 064.14-2-17 = 0.765t+ ACRES

(335064 SQ. FT).

aaa ~< {Il ; \ <M | | | om } \ / -E i NG / «ei ¢ | i | \ | \ \ N/E x si JON M. SAULSGIVER | s | & PRISCILLA E. SAULSGIVER Qf ™M if 064.14-2-16.1 x |g 897 KLEM ROAD | gi L. 41914 PG. 528 ; S| \ ~< | os

ly y

SUBSTATION STONE PLATFORM OUTLINE

DOWNLOADED FROM THE NYS GIS CLEARINGHOUSE AND PROCESSED THROUGH LEICA INFINITY USING A75 PERCENT POINT REDUCTION AND "REFINED" INTERPOLATION MODEL. REMOVAL OF A LINE OF TREES ON THE EASTERLY PROPERTY LINE AND MAINTENANCE OF THE TRAIL ON THE PROPERTY TO THE WEST OF THE TRAIL CONDUCTED SINCE 2019 ARE NOT REFLECTED IN THE SURFACE. DRAINAGE PIPE INFORMATION SAFETY NOTES SECTION en 4 SLOPE INVERT ET) INVERT (FT) men) PIPE TYPE 1. WORK WILL BE CARRIED OUT NEAR AND UNDER ENERGIZED TRANSMISSION LINES. EXTREME CAUTION IS REQUIRED AT ALL TIMES. THE CONTRACTOR SHALL STRICTLY FOLLOW ALL AVANGRID SAFETY Do1-Do2 34 1.00% 367.34 366.50 6 HDPE PERF. REQUIREMENTS. FAILURE TO DO SO WILL RESULT IN TERMINATION. D02-D03 69 1.00% 366.50 365.81 6 HDPE D04-D05 84 1.00% 367.34 366.50 6 HDPE PERF. REFERENCE DOCUMENTS: ° D05-D06 27 1.00% 366.50 366.23 6 HDPE 73-0003-004 SHOO6 DRAINAGE DETAILS 79-0003-004 SHOO7 TRANSFORMER DRAINAGE PUMP STATION DETAILS D07-D08 23 1.00% 365.73 365.50 4 DLP. 73-0003-004 SHO08 GIS BASEMENT DRAINAGE PUMP STATION DETAILS D09-D10 28 0.00% 367.60 367.60 6 HDPE PERF LEGEND D10-D11 32 0.00% 367.60 367.60 6 HDPE PERF. D11-D12 28 0.00% 367.60 367.60 6 HDPE PERF. D12-D05 31 3.50% 367.60 366.50 6 HDPE —_ DRAINAGE ARROW D12-D09 32 0.00% 367.60 367.60 6 HDPE PERF NEW D13-D14 10 -2.00% 366.30 366.50" 2 Pvc EXISITNG D15-D16 35 1.00% 367.85 367.50 12 RCP CL. IV PROPERTY LINE/LEASE PARCEL LINE D17-D18 3 1.00% 365.62 365.59 8 RCP CL. Il _ RIGHT-OF-WAY LINE D19-D20 23 1.00% 365.75 365.52 4 DLP. | 9 EASEMENT LINE D20-D21 20 1.00% 365.52 365.32 4 DLP. D21-D22 25 1.00% 365.32 365.07 4 DLP. FENCE LINE D23-D24 80 0.00% 366.90 366.90 6 HDPE PERF. D24-D25 16 0.00% 366.90 366.90 6 HDPE PERF — s ——@—.—_ SANITARY SEWER LINE W/MANHOLE & C.0. D25-D26 80 0.00% 366.90 366.90 6 HDPE PERF. IN STALL —D CULVERTS, STORM SEWER LINE W/MH & CATCH BASIN D26-D27 4 1.00% 366.90 366.86 6 HDPE —— w ——o—} FW} __ WATER LINE W/HYDRANT, VALVE & VAULT D23-D26 16 0.00% 366.90 366.90 6 HDPE PERF PE STAMP FIDENTIAL, PROPRIETARY : : core | Sua ne RG&E DRAINAGE PLAN —UG E—&H—E/——©——_ ELECTRIC LINE W/PULLBOX, METER & MANHOLE D28-D29 10 -2.00% 366.30 366.50" 2 PVC 20 0 20 40 Property of AVANGRID AVANGRID G NATURAL GAS LINE W/METER, VALVE & LINE MARKER “| " a FROM THIS POINT PIPE EXTENDS VERTICALLY TO 12" ABOVE FINISH GRADE AND DRAINS OUT NOT FOR SH 005 OF 008 —OH, OH E, OT, OC—— OVERHEAD WIRES, ELECTRIC, TELEPHONE & CABLE LINE ONTO SPLASH PAD. CONSTRUCTION fame » Ol, OC . . © SCALE: 1” = 20° SUBSTATION 73 ROCHESTER, NY UG T UNDERGROUND TELEPHONE LINE W/MANHOLE By [DR/IDOM _[SCALE: AS NOTED [FILE: 73-0003-004 SH 005 OF 4) O UTILITY POLE, GUY, LIGHT POLE, WALK LIGHT & TOP MOUNT LIGHT Sao REV REV DESCRIPTION DATE BY cK APP [pate] oa19/2025 73-0003-004| 0-0

PARK VISTA TRL WEITING RD.

Ku

XN PROJECT

SITE

TOWN OF WEBSTER MONROE COUNTY

PRIIDOM PRIIDOM PR/IDOM PR/IDOM APP

cK

BY

yyainges | DRIDOM | RNIDOM 9005 | DRIDOM | RNIDOM aces | DRIDOM | RNIDOM

eamai2eas | DRIDOM | RNIDOM

| pate

-ISSUED FOR PERMITTING DESCRIPTION

4 & F3 &

IFA ISSUED FOR APPROVAL

-P 0-08 0-00 | JPR ISSUED FOR REWIEW

0-0

0-0C

REV

IDOM Engineering PLLC

330 Second Ave. S. Suite 600 Minneapolis, MN 55401 USA

INFO

. ipom

ANSI D 2/6/2026

LOCATION SKETCH (NOT TO SCALE)

NOTES:

COORDINATES AND NORTH ORIENTATION SHOWN HEREON ARE REFERENCED TO THE NEW YORK STATE PLANE COORDINATE SYSTEM, WESTERN ZONE, TRANSVERSE MERCATOR PROJECTION, NAD 83

(2011) EPOCH 2010.00. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (GEOID 18).

UNDERGROUND UTILITIES SHOWN HEREON WERE PLOTTED FROM FIELD LOCATIONS, VISIBLE AT THE

1.

UTILITIES SHOULD BE STAKED BY THE RESPECTIVE UTILITY COMPANY PRIOR TO ANY CONSTRUCTION

SURVEY FIELDWORK COMPLETED BY FISHER ASSOCIATES ON JANUARY 18, 2022 WITH 1 FOOT +/- OF SNOW COVER, SOME FEATURES AND STRUCTURES MAY BE MISSING AS A RESULT. ADDITIONAL PROPERTY EVIDENCE WAS COLLECTED BY FISHER ASSOCIATES ON AUGUST 16, 2022 UNDER CLEAR CONDITIONS. ADDITIONAL SURVEY FIELDWORK CONDUCTED BY FISHER ASSOCIATES ON JULY 30, 2025

UNDER CLEAR CONDITIONS.

SURFACE CONTOURS AROUND THE PERIMETER OF THE PROPERTY WERE GENERATED FROM PUBLICLY AVAILABLE 2019 FEMA LIDAR POINT CLOUD ELEVATIONS. POINT CLOUD FILE 18TTN985880.las WAS DOWNLOADED FROM THE NYS GIS CLEARINGHOUSE AND PROCESSED THROUGH LEICA INFINITY USING A75 PERCENT POINT REDUCTION AND "REFINED" INTERPOLATION MODEL. REMOVAL OF A LINE OF TREES ON THE EASTERLY PROPERTY LINE AND MAINTENANCE OF THE TRAIL ON THE PROPERTY TO THE WEST OF THE TRAIL CONDUCTED SINCE 2019 ARE NOT REFLECTED IN THE SURFACE.

ADJACENT STRUCTURES AND OPERATIONS. ANY DAMAGE TO PROPERTY CAUSED BY CONTRACTOR NEGLIGENCE WILL BE REPAIRED OR REPLACED AT THE EXPENSE OF THE CONTRACTOR

4

THE CONTRACTOR SHALL LEAVE THE PREMISES IN EQUAL OR BETTER CONDITION THAN THE CONDITION FOUND AT THE BEGINNING OF THE PROJECT. THE CONTRACTOR SHALL PRACTICE GOOD HOUSEKEEPING AND SHALL REMOVE ALL REFUSE AND CONSTRUCTION DEBRIS FROM THE SITE. FAILURE TO DO SO WILL RESULT IN THE OWNER HIRING A THIRD PARTY TO CLEAN UP OR PERFORM REPAIRS AT THE EXPENSE OF THE CONTRACTOR

SAFETY NOTES

WORK WILL BE CARRIED OUT NEAR AND UNDER ENERGIZED TRANSMISSION LINES. EXTREME CAUTION IS REQUIRED AT ALL TIMES. THE CONTRACTOR SHALL STRICTLY FOLLOW ALL AVANGRID SAFETY REQUIREMENTS. FAILURE TO DO SO WILL RESULT IN TERMINATION.

4

REFERENCE DOCUMENTS:

EROSION CONTROL NOTES & DETAILS EROSION CONTROL NOTES & DETAILS

LEGEND

79-0003-005 SHO02 73-0003-005 SHO03

0p ———_.0p —— LIMIT OF DISTURBANCE SILT FENCE > DRAINAGE ARROW NEW EXISITNG

PROPERTY LINE/LEASE PARCEL LINE RIGHT-OF-WAY LINE

EASEMENT LINE

TIME OF SURVEY, AND UTILITY COMPANY RECORD DRAWINGS. THE LOCATIONS OF ALL UNDERGROUND ~

“KEEM ROAD (66) WIDE)

SUMP 366.10 FILLED WZSNO Gil

ASPHALT APRON

EDGE_OF TRAVEL

\M ROCHESTER GAS AND

TM_ff 064.19-2-25.1 5 £8357 PC. N32

N 8748'58" E

559.81"

” PIPE

12

KLEM ROAD / (66’ WIDE) .

EDGE_OF TRAVEL LANE

ELECTRIC “G@RRORATION

Co.

y— SPLASH PAD

<—S

—)

o—7 ee | | \e, | SI + |

15° WIDE GRAVEL ACCESS

a om \ \ N/E s | JON M. SAULSGIVER : | & PRISCILLA E. SAULSCIVER Qf ™M if 064.14-2-16.1 : 897 KLEM ROAD LANDS O Sf ROCHESTER GAS & &{ 4 1914 PC. 528 ELECTRIC CORPORATION >|

+

™M # 064.14-2-17 AREA = 0.765% ACRES (333064 SQ. FT).

__-0.58%_

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IN SUBSTATION STONE PLATFORM OUTLINE

SILT FENCE (TYP.)

fo ‘,

FENCE LINE SANITARY SEWER LINE W/MANHOLE & C.O. IN ST ALL CULVERTS, STORM SEWER LINE W/MH & CATCH BASIN WATER LINE W/HYDRANT, VALVE & VAULT PE STAMP FIDENTIAL, PROPRIETARY cursemmrarcente” @MORG&E | EROSION CONTROL PLAN

ELECTRIC LINE W/PULLBOX, METER & MANHOLE 20 0 20 40 Property of AVANGRID AVANGRID

—¢ pa Ke NATURAL GAS LINE W/METER, VALVE & LINE MARKER Se NOT FOR SH 001 OF 003

—OH, OH E, OT, OC—— OVERHEAD WIRES, ELECTRIC, TELEPHONE & CABLE LINE

uc T SCALE: 1” = 20° CONSTRUCTION SUBSTATION 73 ROCHESTER, NY —_©— UNDERGROUND TELEPHONE LINE W/MANHOLE By [DRIIDOM _[SCALE: AS NOTED |FILE: 73-0003-005 SH 001 OF 4) oO UTILITY POLE, GUY, LIGHT POLE, WALK LIGHT & TOP MOUNT LIGHT | So ete | REV REV DESCRIPTION DATE BY cK APP {pate 09/19/2025 73-0003-005 0-0

PRIIDOM

PR/IDOM PR/IDOM

PR/IDOM

APP

cK

BY

02/06/2026 | MAS/IDOM | RN/IDOM

12/19/2025 | MAS/IDOM | RN/IDOM 10/24/2025 | MAS/IDOM | RN/IDOM 09/19/2025 | MAS/IDOM | RN/IDOM

DATE

SUED FOR CONSTRUCTION

DESCRIPTION

0-08 | IFA- ISSUED FOR APPROVAL

0-08 | IFR - ISSUED FOR REVIEW

REV

INFO

LOGO

IDOM Engineering PLLC

330 Second Ave. S. Suite 600 Minneapolis, MN 55401 USA

ipbom

ANSI D 2/6/2026

CONSTRUCTION SEQUENCE

1.

ESTABLISH CONSTRUCTION WORKSPACE LIMITS; IDENTIFY AND MARK SENSITIVE RESOURCES.

PERFORM ALL WORK IN ACCORDANCE WITH NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (CURRENT VERSION).

INSTALL AND MAINTAIN SEDIMENT BARRIERS SUCH AS SILT FENCING AND/OR OTHER EROSION CONTROL BARRIERS ALONG THE DOWNHILL LIMIT OF WORK, AS SHOWN ON THE DRAWINGS. SEDIMENT BARRIER LOCATIONS MAY BE ADJUSTED IN THE FIELD BASED ON SITE CONDITIONS AS DETERMINED BY THE ENGINEERING INSPECTOR WHERE SILT FENCE CANNOT BE TOED-IN PROPERLY DUE TO TREE ROOTS, ROCKS OR FROZEN GROUND, STRAW BALES OR AN EROSION CONTROL MIX BERM MAY BE SUBSTITUTED. SILT FENCING WILL BE INSTALLED AFTER CLEARING BUT PRIOR TO GRUBBING AND GRADING ACTIVITIES. ANY EROSION ISSUES DEVELOPED DURING CLEARING WILL BE TEMPORARILY STABILIZED AS NECESSARY.

CLEAR TIMBER AND BRUSH; DO NOT GRUB UNTIL JUST PRIOR TO PRELIMINARY GRADING AND ESTABLISHMENT AND STABILIZATION OF TEMPORARY OR PERMANENT DRAINAGE COURSES.

PRIOR TO USAGE, CONSTRUCT AND STABILIZE THE CONSTRUCTION ENTRANCE ON THE EXISTING PERMANENT ACCESS ROAD WITH A STONE PAD, MUD RACK, OR OTHER MATERIALS USED TO REDUCE THE TRACKING OR FLOWING OF SEDIMENT OFF THE SITE AND MAINTAIN UNTIL CONSTRUCTION IS COMPLETED

STABILIZE PERMANENT ACCESS ROAD SURFACE, PARKING AREAS AND EQUIPMENT STORAGE AND LAYDOWN AREAS WITH MATTING, CRUSHED STONE OR GRAVEL SUBBASE AS NECESSARY TO MINIMIZE RUTTING AND AVOID PONDING.

CONCURRENT WITH INITIATION OF SITE GRADING, CONSTRUCT AND STABILIZE TEMPORARY DRAINAGE SWALES WITH TEMPORARY INLET AND OUTLET STRUCTURES TO MINIMIZE SEDIMENT IN SITE RUNOFF DURING THE CONSTRUCTION OF THE ROADWAY. DEWATER IN ACCORDANCE WITH DEWATERING NOTES BELOW.

INSTALL PROPERLY SPACED STONE CHECK DAMS IN ANY SECTION OF DITCH WITHIN 24 HOURS OF FORMING, SHAPING OR ROUGH GRADING THAT SECTION OF DITCH.

MINIMIZE THE AMOUNT OF DISTURBANCE AT ANY ONE TIME BY STAGING CONSTRUCTION AS MUCH AS PRACTICAL FOR EFFICIENT CONSTRUCTION OF THE FACILITY. NATURAL VEGETATIVE BUFFERS OR STRIPS SHOULD BE LEFT IN PLACE WHERE FEASIBLE TO AID IN SEDIMENT RETENTION AND REDUCE EROSION POTENTIAL.

. STABILIZE ANY NEWLY GRADED SLOPE GREATER THAN EIGHT PERCENT OTHER THAN

AREAS IDENTIFIED ON THE PLANS TO BE RIPRAPPED USING ANCHORED EROSION CONTROL BLANKETS OR OTHER APPROVED MULCHING TECHNIQUES WITHIN 24 HOURS. STABILIZE ANY SLOPE EXCEEDING EIGHT PERCENT AND BROUGHT TO FINAL GRADE WITHIN 24 HOURS USING THE APPROVED PERMANENT STABILIZATION MEASURES FOR SLOPES. STABILIZE ANY SECTION OF DITCH BROUGHT TO FINAL GRADE WITHIN 24 HOURS USING THE APPROVED PERMANENT STABILIZATION MEASURES FOR DITCHES

DUST CONTROL METHODS WILL BE EMPLOYED AFTER GRADING AND PRIOR TO FINAL STABILIZATION TO PREVENT THE BLOWING AND MOVEMENT OF DUST THROUGH THE APPLICATION OF WATER AND/OR CALCIUM CHLORIDE TO REDUCE WIND EROSION. REPETITIVE TREATMENT WILL BE APPLIED AS NEEDED TO ACCOMPLISH CONTROL.

. APPLY TEMPORARY SEED AND MULCH TO ANY EXPOSED AREAS WHERE ACTIVITY IS

NOT ANTICIPATED FOR 14 DAYS OR MORE, OR WHERE ACTIVITY HAS NOT OCCURRED WITHIN 14 DAYS. TEMPORARILY MULCH ANY EXPOSED AREAS WITHIN 100 FEET OF A WETLAND WHERE ACTIVITY IS NOT ANTICIPATED OR HAS NOT OCCURRED IN 7 DAYS.

. REMOVE EXCESS SPOILS FROM SITE THAT WILL NOT BE USED FOR THE FINAL DESIGN

AND STABILIZATION. STOCKPILED SOILS THAT REMAIN IN PLACE FOR 48 HOURS OR MORE WILL BE CONTAINED WITH SEDIMENT BARRIERS SUCH AS SILT FENCE, STRAW BALES OR EQUIVALENT. THE SEDIMENT BARRIERS SHALL BE ADEQUATELY LOCATED AND REINFORCED TO HANDLE A SIGNIFICANT RAIN EVENT AND THE POTENTIAL SLUMPING OF THE PILE. BETWEEN APRIL 16 AND OCTOBER 31, APPLY TEMPORARY SEED AND MULCH TO A STOCKPILE THAT IS NOT EXPECTED TO BE DISTURBED WITHIN 30 DAYS. APPLY ANCHORED MULCH DAILY, AS NEEDED, DURING WINTER CONSTRUCTION. TEMPORARY SEEDING IS NOT REQUIRED DURING WINTER CONSTRUCTION.

INSPECT AND REPAIR EROSION CONTROL MEASURES DAILY IN AREAS OF ACTIVE CONSTRUCTION; OTHERWISE WEEKLY AND AFTER RAINFALL OF % INCH OR GREATER WITHIN A 24-HOUR PERIOD. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES 1/3 THE HEIGHT OF THE BARRIER.

. MONITOR PUBLIC ROADS FOR SIGNS OF TRACKING OR SPILLING OF SPOIL MATERIAL

AND CLEANUP AS NEEDED.

COMPLETE FINAL GRADING AND STABILIZATION OF EARTHEN STRUCTURES SUCH AS DIVERSION BERMS, LEVEL SPREADERS AND SWALES THAT WILL CONTROL RUNOFF.

. FINISH GRADE AND REPLACE TOPSOIL OR LOAM IN DISTURBED AREAS. SEED AND

MULCH DISTURBED AREAS WITHIN 6 DAYS OF FINAL GRADING.

. MAINTAIN ALL TEMPORARY EROSION CONTROLS AND SEDIMENT BARRIERS UNTIL

VEGETATION HAS BEEN ESTABLISHED OVER 85-90% OF THE AREA TO BE REVEGETATED. RESEED SPARSELY VEGETATED AREAS.

REMOVE ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES ONCE THE SITE IS PERMANENTLY STABILIZED.

MULCH AND SEEDING SPECIFICATIONS

SUMMARY OF TEMPORARY AND PERMANENT MULCH APPLICATION REQUIREMENTS,

CONDITION

TIMING

MULCH TYPE "2 | APPLICATION RATES

TEMPORARY

WITHIN 100 FEET OF STREAMS, WETLANDS AND IN LAKE WATERSHEDS

IF NO ACTIVITY IN EXPOSED AREAS FOR 7 DAYS, OR PRIOR TO A STORM EVENT

STRAW MULCH OR

WOOD FIBER MULCH

2 TONS/ACRES

2000 LB./ACRES

ALL DISTRIBUTED AREAS OF THE

APPLY MULCH TO ALL EXPOSED AREAS IF NO ACTIVITY

AFTER SEEDING TO STABILIZE THE SOIL SURFACE

COVERED BY STRAW MULCH ON ALL AREAS THAT HAVE BEEN RESTORED TO FINAL GRADE. THIS DOES NOT APPLY TO AREAS STABILIZED BY OTHER MEANS SUCH AS JUTE MATTING OR PERMANENT EROSION CONTROL MIX.

CONSTRUCTION WORKSPACE OCCURS WITHIN 14 DAYS. APPLY MULCH AND STRAW MULCH 2 TONS/ACRES TEMPORARY SEEDING SOONER WHEN IT CAN BE Woop EIBER ANTICIPATED THAT ACTIVITY IS NOT GOING TO OCCUR MULCH 2000 LB./ACRES 3 WITHIN 14 DAYS.

ALL WORK AREAS EXPOSED ARE TO NOVEMBER 1 - APRIL 15 STRAW MULCH 3 TONS/ACRES

BE MULCHED DAILY EACH TIME OR

SOIL IS DISTURBED WOOD FIBER 2000 LB./ACRES

MULCH PERMANENT ON ALL EXPOSED AREAS PERMANENT GRASS AND/OR LEGUME SEEDING

CRIMPED STRAW MULCH

OR PAPER MULCH

OR WOOD FIBER MULCH

2 TONS/ACRES 1500 LB./ACRES4

2000 LB./ACRES

WOOD CHIP APPLICATION AREAS

PERMANENT GRASS AND/OR LEGUME SEEDING COVERED BY STRAW MULCH ON ALL AREAS THAT HAVE BEEN RESTORED TO FINAL GRADE. THIS DOES NOT APPLY TO AREAS STABILIZED BY OTHER MEANS SUCH AS JUTE MATTING OR PERMANENT EROSION CONTROL MIX.

CRIMPED STRAW MULCH

OR PAPER MULCH

OR WOOD FIBER MULCH

2 TONS/ACRES 1500 LB./ACRES4

2000 LB./ACRES

NOTES:

1. STRAW MULCH MAY BE USED IN WETLAND AREAS.

2. DOUBLE RATE OF WOOD FIBER MULCH WHEN USED IN CRITICAL AREAS. 3. STRAW, OR HYDROMULCH (WOOD FIBER OR PAPER MULCH AS APPROPRIATE) WILL PROVIDE 90 PERCENT GROUND COVERAGE

4. PAPER MULCH IS ACCEPTABLE FOR USE DURING THE GROWING SEASON. ON SLOPES >30 PERCENT AND IN AREAS WHERE VEGETATION HAS NOT ESTABLISHED WELL, ADDITIONAL HAY MULCH WILL BE ADDED AS A WINTERIZING MEASURE

MULCH ANCHORING REQUIREMENTS

ON SLOPES GREATER THAN 8 PERCENT, STRAW MULCH WILL BE FIRMLY ANCHORED INTO THE SOIL UTILIZING ONE OF THE FOLLOWING METHODS:

-CRIMPING WITH A STRAIGHT OR NOTCHED MULCH CRIMPING TOOL (FARM DISCS WILL NOT BE ALLOWED);

-TRACK WALKING WITH DEEP-CLEATED EQUIPMENT OPERATING UP AND DOWN THE SLOPE (MULCH CRIMPED PERPENDICULAR TO THE SLOPE) ON SLOPES <25 PERCENT;

-APPLICATION OF MULCH NETTING; -APPLICATION OF 500 LB./ACRE OF WOOD

-COMMERCIALLY AVAILABLE TACKIFIERS (EXCEPT WITHIN 100 FEET OF WATERBODIES OR WETLANDS).

FIBER MULCH OVER STRAW MULCH; AND

SEED MIX SPECIFICATIONS SEED MIX NAME SEED MIX COMPONENTS. LB/ACRE 1 TEMPORARY SEED MIX ANNUAL RYEGRASS 40 PERMANENT UPLAND SEED MIX REDTOP 4 CREEPING RED FESCUE 40 TALL FESCUE 40 BIRDSFOOT TREFOIL 16 WOODCHIP APPLICATION SEED MIX CREEPING RED FESCUE 20 REDTOP 4 TALL FESCUE 30 CROWNVETCH 30 WETLAND SEED MIX RESOURCE AGENCY APPROVED 40 SUPPLEMENTAL WINTER SEED MIX 2 WINTER RYEGRASS 120 NOTES: 1. INCREASE SEEDING RATES 10% WHEN HYDROSEEDING 2. WINTER RYE WILL BE ADDED TO PERMANENT UPLAND MIX AT A RATE OF 120 LB./ACRE BETWEEN OCTOBER 1 AND APRIL 15

SUMMARY OF SEEDING REQUIREMENTS.

CONDITION TIMING 1,2 SEED MIX TEMPORARY SEEDING 3 TEMPORARY SEED BETWEEN APRIL 16 AND OCTOBER 31 ONLY. ANNUAL DISTURBED AREAS OR SPOIL STOCKPILES WILL BE SEEDED RYEGRASS

IMMEDIATELY IF FURTHER DISTURBANCE IS NOT EXPECTED FOR 30 DAYS OR MORE.

PERMANENT SEEDING 3.4

UPLAND PORTIONS OF THE

DISTURBED AREA WILL BE SEEDED WITHIN 6 DAYS OF

PERMANENT UPLAND

CONSTRUCTION AREA FINAL GRADING MIX

SLOPES > 3:1 DISTURBED AREA WILL BE SEEDED IMMEDIATELY AFTER PERMANENT UPLAND SEEDBED PREPARATION. MIX

WETLANDS DISTURBED WETLANDS WILL BE SEEDED WITHIN 6 DAYS OF APPROVED BY RESOURCE

FINAL GRADING

AGENCY

WOODCHIP APPLICATION

DISTURBED AREA WILL BE SEEDED WITHIN 6 DAYS OF

AREAS FINAL GRADING

MIX

WOODCHIP APPLICATION SEED

WINTER DORMANT SEEDING DORMANT SEED BETWEEN OCTOBER 1 AND APRIL 15 ONLY.

NO SEEDING WILL OCCUR IF SNOW DEPTHS EXCEED 1 INCH.

WINTER RYEGRASS

PERMANENT UPLAND MIX PLUS

2. AREAS THAT DO NOT SUCCESSFULLY REVEGETATE WITHIN APPROPRIATE PERIOD OF TIME WILL BE RESEEDED AS NECESSARY.

3. LOOSEN COMPACTED SOIL TO A MINIMUM DEPTH OF 4 INCHES. 4. TOP DRESS WITH 6 INCHES LOAM, AS NEEDED.

FERTILIZER AND LIMESTONE REQUIREMENTS

IN GENERAL, FERTILIZER AND LIME APPLICATION RATES WILL FOLLOW THE GUIDELINES IDENTIFIED BELOW UNLESS SITE SPECIFIC SOIL TESTS IDENTIFY THE NEED FOR ALTERNATIVE FERTILIZER/LIME APPLICATION RATES. FERTILIZER WILL BE APPLIED TO UPLAND AREAS PRIOR TO SEEDING AT A RATE OF 800 POUNDS

PER ACRE USING 10-20-20 (N-P205-K20) OR EQUIVALENT. GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) WILL BE APPLIED AT A RATE OF 3 TONS PER ACRE. AN

EQUIVALENT MIXTURE OF FERTILIZER AND LIME MAY BE APPLIED USING THE HYDROSEEDING METHOD. NO

LIME OR FERTILIZER WILL BE APPLIED TO WETLANDS.

EROSION CONTROL DURING WINTER CONSTRUCTION

es

. WINTER CONSTRUCTION PERIOD: NOVEMBER 1 THROUGH APRIL 15. WINTER EXCAVATION AND EARTHWORK SHALL BE COMPLETED SUCH THAT NO MORE THAN 1

ACRE OF THE SITE IS WITHOUT STABILIZATION AT ANY ONE TIME.

id

ANY SNOW EVENT.

cal

EXPOSED AREA SHALL BE LIMITED TO THOSE AREAS TO BE MULCHED IN ONE DAY PRIOR TO

CONTINUATION OF EARTHWORK OPERATIONS ON ADDITIONAL AREAS SHALL NOT BEGIN

UNTIL THE EXPOSED SOIL SURFACE ON THE AREA BEING WORKED HAS BEEN STABILIZED, SUCH THAT NO LARGER AREA OF THE SITE IS WITHOUT EROSION CONTROL PROTECTION AS

LISTED IN ITEM 2 ABOVE.

a

AN AREA SHALL BE CONSIDERED TO HAVE BEEN STABILIZED WHEN EXPOSED SURFACES

HAVE BEEN EITHER MULCHED WITH STRAW AT A RATE OF 150 LB. PER 1000 S.F. (WITH OR WITHOUT SEEDING) OR DORMANT SEEDED, MULCHED AND ANCHORED SUCH THAT SOIL SURFACE IS NOT VISIBLE THROUGH THE MULCH. NOTE: AN AREA IS ALSO CONSIDERED STABLE IF SODDED, COVERED WITH GRAVEL (PARKING LOTS) OR STRUCTURAL SAND

2

BETWEEN THE DATES OF OCTOBER 15 AND APRIL 1, LOAM OR SEED WILL NOT BE REQUIRED.

DURING PERIODS OF ABOVE FREEZING TEMPERATURES THE SLOPES SHALL BE FINE GRADED AND EITHER PROTECTED WITH MULCH OR TEMPORARILY SEEDED AND MULCHED UNTIL SUCH IF THE DATE |S AFTER NOVEMBER 1 AND IF THE EXPOSED AREA HAS BEEN LOAMED, FINAL GRADED WITH A UNIFORM SURFACE, THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 3 TIMES HIGHER THAN SPECIFIED FOR PERMANENT SEED AND THEN MULCHED. IF CONSTRUCTION CONTINUES DURING FREEZING WEATHER, ALL EXPOSED AREAS SHALL BE CONTINUOUSLY GRADED BEFORE FREEZING AND THE SURFACE TEMPORARILY PROTECTED FROM EROSION BY THE APPLICATION OF MULCH. SLOPES SHALL NOT BE LEFT UNEXPOSED OVER THE WINTER OR ANY OTHER EXTENDED TIME OF WORK SUSPENSION UNLESS TREATED IN THE ABOVE MANNER. UNTIL SUCH TIME AS WEATHER CONDITIONS ALLOW, DITCHES TO BE FINISHED WITH THE PERMANENT SURFACE TREATMENT, EROSION SHALL BE CONTROLLED BY THE INSTALLATION OF BALES OF STRAW, SILT FENCE OR STONE CHECK DAMS IN ACCORDANCE WITH THE STANDARD DETAILS SHOWN ON THE DESIGN DRAWINGS. NOTE: DORMANT SEEDING SHOULD NOT BE ATTEMPTED UNLESS SOIL TEMPERATURE REMAINS BELOW 50 DEGREES AND DAY TIME TEMPERATURES REMAIN IN

TIME AS THE FINAL TREATMENT CAN BE APPLIED.

THE 30'S.

7. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN 3% FOR SLOPES EXPOSED TO DIRECT WINDS AND FOR ALL OTHER SLOPES GREATER THAN 8%. VEGETATED DRAINAGE SWALES SHALL BE LINED WITH EXCELSIOR OR

CURLEX.

8. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH SLOPES GREATER THAN 15%. AFTER OCTOBER 1 THE SAME APPLIES FOR ALL SLOPES GREATER

THAN 8%.

9. BETWEEN THE DATES OF OCTOBER 15 TO NOVEMBER 1, WINTER RYE IS RECOMMENDED FOR STABILIZATION. IF THE AIR AND SOIL PERMIT, DORMANT SEEDING IS EFFECTIVE.

10.IN THE EVENT OF SNOWFALL (FRESH OR CUMULATIVE) GREATER THAN 1 INCH DURING WINTER CONSTRUCTION PERIOD ALL SNOW SHALL BE REMOVED FROM THE AREAS OF

SEEDING AND MULCHING PRIOR TO PLACEMENT.

1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O- SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED

WITH PAPER SIDE DOWN.

2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTEDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO. COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH

OF THE BLANKET.

3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.

4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET.

5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE BLANKET WIDTH.

NOTE

MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS

*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6"

EROSION CONTROL BLANKET INSTALLATION

NOT TO SCALE

REFERENCE DRAWINGS:

73-0003-005 SH 001 73-0003-005 SH 003

EROSION CONTROL PLAN EROSION CONTROL DETAILS

INSTALL

PE STAMP

AVANGRID ENGINEERING CONFIDENTIAL, PROPRIETARY and TRADE SECRET INFORMATION

Property of AVANGRID. AVANGRID

RG&E EROSION CONTROL NOTES

& DETAILS

SH 002 OF 003

STATION 73 ROCHESTER, NY

BY _[MAS/IDOM [SCALE: AS NOTED FILE: 73-0003-005 SH 002

ck [RNIDOM | No. REV

DESCRIPTION

APP [PRIDOM 73-0003-005| 0-0

DATE BY ck APP [pate] 09/19/2025

50'MIN. I EXISTING PAVEMENT

wT, 6"MIN 5 EXISTING SS FILTER fo { MOUNTABLE BERM GROUND CLOTH PROFILE (OPTIONAL) 10' TYP. STAKE (TYP) iy 2 50'MIN. WOVEN WIRE FENCE (MIN 14 [ 4/2 GAUGE 6" MAX MESH =|. | — -_. | a 1" EXISTING 10'MIN. 6' TO 10' MAX CENTER TO CENTER ; SPACING) 1/8" DIA. STEEL WIRE GROUND 36" MIN FENCE POSTS 1 1 STAPLE DETAIL DRIVEN 16" MIN INTO . . 12MIN EXISTING GROUND ; 3 1 PAVEMENT EMBED FILTER CLOTH 6" — a > . . [| | [I TT Ltt tf (MIN.) INTO GROUND eh . . | PLAN VIEW S 10'MIN. , { ; —T = |__| |__| STAPLES (2PER BINDING WIRE |. 1 . £ BALE) RE . . o STRAW BALE — Pal (typ) | Par e lene | oe 5 IMPERMEABLE CONSTRUCTION SPECIFICATIONS A ° SHEETING UNDISTURBED | v 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. IMPERMEABLE STRAW BALE WOOD OR METAL STAKES (2 ——" SHEETING (TYP.) PER BALE) 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT PLAN SECTION B-B MINIMUM LENGTH WOULD APPLY). NOTE: 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. 1. CAN BE TWO STACKED BALES OR PARTIALLY EXCAVATED TO REACH 3 FT DEPTH FILTER CLOTH-MIRAFI 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE 100X STABLINKA T140N CONSTRUCTION SPECIFICATIONS INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE

OR APPROVED EQUAL 1. LOCATE WASHOUT STRUCTURE A MINIMUM OF 100 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS, SENSITIVE

ELEVATION SECTION AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC. 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE: —— = 2. SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT LEAST 4 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION INCHES OF FREEBOARD. TYPICAL DIMENSIONS ARE 10 FEET X 10 FEET X 3 FEET DEEP. ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE 1. WOVEN WIRE FENCE TO BE FASTENED TO FENCE Posts: STEEL "T" OR "U" TYPE 3. PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE LINER. FOR LINER, USE 10 BERM WITH 5-4 SLOPES WILL BE PERMITTED , POSTS WITH WIRE TIES OR STAPLES. OR 2" HARDWOOD. MIL OR THICKER UV RESISTANT, IMPERMEABLE SHEETING, FREE OF HOLES AND TEARS OR OTHER DEFECTS THAT : : COMPROMISE IMPERMEABILITY OF THE MATERIAL.

2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN FENCE: WOVEN WIRE. 14 1/2 GA 4. PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP 6" MAX MESH OPENING. : 7 TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, IW MIDSZCTION 5. KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINER IF DAMAGED (E.G., RIPPED OR DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS.OF. WAY MUST BE REMOVED

: FILTER CLOTH: FILTER X, MIRAE] 100X PUNCTURED). EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT FULL, AND DISPOSE OF ACCUMULATED IMMEDIATELY nOFS : y 7 MATERIAL PROPERLY. DO NOT REUSE PLASTIC LINER. WET-VACUUM STORED LIQUIDS THAT HAVE NOT EVAPORATED AND : 8 NN ERAS otS oy ean oe een aeS cote DISPOSE OF IN AN APPROVED MANNER. PRIOR TO FORECASTED RAINSTORMS, REMOVE LIQUIDS OR COVER STRUCTURE TO OTHER THEY SHALL BE OVERLAPPED BY 6" AND FOLDED APPROVED EQUAL : 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND PREVENT OVERFLOWS. REMOVE HARDENED SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL OR RECYCLING. MAINTAIN WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND PREFABRICATED UNIT: ENVIROFENCE RUNOFF DIVERSION AROUND EXCAVATED WASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED. MATERIAL REMOVED WHEN BUILD-UP REACHES 1/3 OR APPROVED EQUAL THE HEIGHT OF THE FENCE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. SILT FENCE DETAILS CONCRETE WASHOUT AREA WITH STRAW BALES STABILIZED CONSTRUCTION ENTRANCE 2016 NYS STANDARD SPECIFICATION FOR EROSION AND SEDIMENT CONTROL NOT TO SCALE 2016 NYS STANDARD SPECIFICATION FOR EROSION AND SEDIMENT CONTROL FIGURE 2.1

TEMPORARY LINER, STRAW MULCH HELD IN PLACE WITH PLASTIC OR JUTE NETTING

PRIIDOM PRIIDOM PRIIDOM PR/IDOM APP

STABILIZE ENTIRE PILE

zlzlele SLOPE OR LESS WITH VEGETATION OR 8/8/8/slx 2 Z\z|z|z ARE ANCHOR NETTING JOIN STRIPS BY ND Ve AL 3|2|3|3|% IN A 6" TRENCH ANCHORING AND : jaf ete ROLL OUT STRIPS OF NETTING OVERLAPPING %e" GALVANIZED DIRECTION S/S) 8/8) e PARALLEL TO THE DIRECTION OF STEEL CABLE OF TRAVEL SLE ELE 1. EXCAVATE THE CHANNEL AND SHAPE IT TO AN 6. START LAYING THE NET FROM THE TOP OF THE EVEN CROSS-SECTION AS SHOWN. WHEN STAKING UPSTREAM END OF THE CHANNEL AND UNROLL IT INDICATES A 0.2' OVERCUT AROUND THE CHANNEL DOWN GRADE. DO NOT STRETCH THE NETTING.

PERIMETER FOR SILTING AND BULKING.

Fo 2/8le2 =lz2/2)-|z Ele/2]/a|o 7. BURY THE UP SLOPE END AND STAPLE THE NET EVERY J GEOTEXTILE B/8)ale/s 2. GRADE SOIL AWAY FROM CHANNEL SO THAT SURFACE 12" ACROSS THE TOP END, EVERY 3 FT AROUND THE STRAW BALES UNDERLAYMENT S/S] 8/8 ]8 WATER MAY ENTER FREELY. EDGES AND ACROSS THE NET SO THAT THE STRAW IS [ sp slelalala HELD CLOSELY AGAINST THE SOIL. HOWEVER, DO NOT INSTALLATION NOTES: 2 7 l

gya)g —_? 4 . A—=—

8/22 a AAD ADIDINING AREAS IN ACCORDANCE WITH ht STRETCH THE NETTING WHEN STAPLING. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL | 20

ele BE DRY AND STABLE. SE EROSION CONTROL PLAN. 8. NETTING STRIPS SHOULD BE JOINED TOGETHER ALONG NOTES: CONNECT LOOPS ABORE 4. SPREAD HAY OR STRAW MULCH AT-THE RATE OF THE SIDES WITH A 3" OVERLAP AND STAPLED TOGETHER. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2H:1V. | ALL WOOD MEMBERS ARE #x WITH Ye CABLE . . x 100LB/1000 SF 9 NOP MERCH Sera SNE UP SLOBE END AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE 2. PERIODICALLY REMOVE SEDIMENT THAT IS FORCED . SHALL BE SURROUNDED WITH EITHER SILT FENCING UP OR TRACKED ONTO MATS 5. HOLD MULCH IN PLACE IMMEDIATELY AFTER SPREADING = OVERLAP IT 18" WITH THE PREVIOUSLY LAID UPPER OR STRAW BALES, THEN STABILIZED WITH VEGETATION 3. REPAIR OR REPLACE ANY DAMAGED MATS PRIOR TO WITH A PLASTIC NETTING INSTALLED AS SHOWN. ROLL. TURN UNDER 6” OF THE 18" OVERLAP AND OR COVERED. ANY SUBSEQUENT USE. STAPLE EVERY 12" ACROSS THE END. GRASS LINED CHANNEL TYPICAL SOIL STOCKPILE TEMPORARY TIMBER MAT ROAD 2016 NYS STANDARD SPECIFICATION FOR EROSION AND SEDIMENT CONTROL NOT TO SCALE NOT TO SCALE

IDOM Engineering PLLC

330 Second Ave. S. Suite 600 Minneapolis, MN 55401 USA

INFO

REFERENCE DRAWINGS:

73-0003-005 SH 001 EROSION PLAN 73-0003-005 SH 002 EROSION CONTROL NOTES

INSTALL

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PE STAMP AVANGRID ENGINEERING “TRADE SECRET INFORMATION RG&E EROSION CONTROL NOTES Property of AVANGRID & DETAILS fe) 3 § SH 003 OF 003 8 STATION 73 ROCHESTER, NY 9 BY _|MAS/IDOM |SCALE: AS NOTED |FILE: 73-0003-005 SH 003 2 ox |RNIDOM | NO. REV . REV DESCRIPTION DATE BY cK APP Bee a 73-0003-005) 0-0

RUIDOM

RUIDOM

RUIDOM

RUIDOM APP.

Lenbom

Lenbom

LeiDoM IGTIDOM

cK

BY

02/06/2026 | DRIIDOM

= 3 =I z &

10/24/2028 | DRIIDOM

08/2912025 | DRIDOM DATE

IFP - ISSUED FOR PERMITTING

IFC - ISSUED FOR CONSTRUCTION

DESCRIPTION

00

00

0-08 | IFA- ISSUED FOR APPROVAL 0-0A | IFR- ISSUED FOR REVIEW

INFO

IDOM Engineering PLLC 330 Second Ave. S. Suite 600

Minneapolis, MN 55401 USA

LOGO

ipDom

ANSI D 1/30/2026

KLEM ROAD (66 WIDE)

—

me,

~~,

STREET BOUNDARY

+ NN GE 48 ™,

‘ST 8476 SW 74522 2426-9 N-LOOP

4 Eom

~

IS REQUIRED AT ALL TIMES. THE CONTRACTOR SHALL STRICTLY FOLLOW ALL AVANGRID SAFETY REQUIREMENTS. FAILURE TO DO SO WILL RESULT IN TERMINATION.

2. EXISTING GUY WIRE TO BE RELOCATED DURING CONSTRUCTION REFER TO 73-0003-001 SH 001 SITE PLAN REM FOR THE REMAINDER OF THE REMOVAL PLAN

REFERENCE DRAWINGS:

FA-1 SH.1 210865 RGE SUBSTATIONS - STATION 73 TOPOGRAPHIC SURVEY EXISTING SITE CONDITIONS DWG NO. V-1 11161-107 LOCATION OF LARGE OIL CONTAINING DEVICES

EXISITNG PROPERTY LINE/LEASE PARCEL LINE

FENCE LINE SANITARY SEWER LINE W/MANHOLE & C.O

CULVERTS, STORM SEWER LINE W/MH & CATCH BASIN

—— Ww ——o—_|} 4W}-—_ WATER LINE W/HYDRANT, VALVE & VAULT

—UG E—8t—E}——©—_ ELECTRIC LINE W/PULLBOX, METER & MANHOLE

fe pa—_© NATURAL GAS LINE W/METER, VALVE & LINE MARKER

—OH, OH E, OT, oc —— UG T———©—— _ UNDERGROUND TELEPHONE LINE W/MANHOLE

= a) [03 UTILITY POLE, GUY, LIGHT POLE, WALK LIGHT & TOP MOUNT LIGHT

OVERHEAD WIRES, ELECTRIC, TELEPHONE & CABLE LINE

CY

one

ELECTRICAL NOTES:

1

2

34.5KV OVERHEAD LINE TELECOMMUNICATION OVERHEAD WIRE 4KV UNDERGROUND LINE (SAND PADDING) TRANSFORMER

UNDERGROUND MANHOLE FOR POWER CABLES

"T” INTERSECTION SYMBOL SIGN

RGE 49 419/ 418 TIE POINT

RGE 49A1 RISER FOR 418

RGE 2426-

RGE 2426-5A:

3 4083 my. 8

3 0 — 3 wm» w.

NOTE 2 z | > gz ] bo ee — ; / 1 g So» ‘——_ a er E. RGE 2426-5B

6’ CHAIN LINK FENCE W/ BARB WIRE

KLEM ROAD (66’ WIDE)

DRIVEWAY

| |

ASPHALT

GRAVEL

RCE STATION #73

RGE 2426-5C-

3 1

Sy)

RGE 49A RISER FOR 414

STREET BOUNDARY

REMOVAL

PE STAMP

AVANGRID ENGINEERING CONFIDENTIAL, PROPRIETARY and TRADE SECRET INFORMATION

Property of AVANGRID

RG&E

AVANGRID

NOT FOR CONSTRUCTION

GENERAL ARRANGEMENT PLAN REMOVAL

SUBSTATION 73 ROCHESTER, NY

By [DRIDOM |SCALE: 1/16=1'-0" |FILE: 73-0002-001 REM.dw

ck |Lcid0m _| No. REV

ep {RuIDOM 73-0002-001) 0-0

DESCRIPTION

DATE

BY

cK

Date 08/29/2025

{ \siter) NOTES: { \ T/ BOND BEAM 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE 4500psi (MIN.) @ 28 DAYS. | SF Se See 1 a eSCea e 2. REINFORCING SHALL BE ASTM A615 GR. 60 (60ksi YIELD). 3. EAST 3. PROVIDE 3/4" CHAMFER ON ALL EXPOSED EDGES, UNLESS NOTED E | \ ) OTHERWISE 3| 4. FOUNDATION & CONTAINMENT SHALL BE PLACED ON UNDISTURBED SOILS z \ OVERLAIN BY 12" OF 3/4" CRUSHED STONE. 3° \L 5. BACKFILL AND COMPACT TO NOT LESS THAN 95% THEORETICAL MAXIMUM o| BOND BEAM BOND BEAM DENSITY AS DETERMINED BY ASTM D 1557. wl _FRLED wrth FILLED WITH 6. LEGEND OF ABBREVIATIONS USED ON THE DRAWING ARE PROVIDED FOR z 3000 PSI GROUT 3000 PSI GROUT THE REVIEWER'S CONVENIENCE. IT IS ASSUMED A COMPREHENSIVE LIST 9 | . OF THE ABBREVIATIONS WILL BE PROVIDED AS PART OF THE SITE SPECIFIC, g 4 DETAILED DESIGN. 5: ; . 7. STANDARD SOIL, BACKFILL AND GEOTEXTILE DEFINITIONS ARE PROVIDED IN fe & IBERDROLA USA STANDARD TM 2.71.09 SUBSTATION YARD AND FENCING. "| © =. #6 @8" 8. CONSTRUCTION CONTRACTOR SHALL UTILIZE METHODS TO CONTROL HEAT : OF HYDRATION FOR THE FOUNDATION. 9. THE FOUNDATION AND THE BLOCK WALL WILL BE BUILT IN TWO DIFFERENT PHASES. TO ENSURE THAT THE DOWELS BARS DO NOT DISTURB BETWEEN ONE PHASE AND THE OTHER, REBAR COUPLERS WILL BE USED. IN THE FIRST PHASE THEY WILL BE SOAKED TO THE UPPER LEVEL OF THE te } ES FOUNDATION. COVERS SHOULD BE USED TO PROTECT THE THREADS OF 3 }—_——. x T/BOND BEAM e THE REBAR COUPLER UNTIL THE SECOND PHASE OF CONSTRUCTION |S ELEV = +384"-6 CONTINUED. THE REBAR COUPLER MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION MUST BE FOLLOWED, AND MAKE SURE THAT THE INDICATED As TIGHTENING TORQUES ARE GIVEN. « TRANSFORMER FOUNDATION : | : Y : : : : a BOND BEAM \L BOND BEAM CONSTRUCTION DEWATERING NOTES: FILLED WITH FILLED WITH 3000 PS! GROUT 3000 PSI GROUT 1. IF REQUIRED BASED ON GROUNDWATER ELEVATON AT TIME OF CONSTRUCTION, EXCAVATION DEWATERING SHALL BE INSTALLED AND 2 MAINTAINED TO PROVIDE FOR A DRY EXCAVATION THROUGHOUT GIS. = BASEMENT CONSTRUCTION ACTIVITIES. sarin a 2. TEMPORARY DEWATERING SYSTEM DESIGN, SUPPLY, PERMITTING & CONCRETE BLOCK pe CONCRETE BLOCK IMPLEMENTATION IS THE CONTRACTOR'S RESPONSIBILITY. Bad tscicy dm 12"%16"x8" FILLED 3, REFERENCE PROJECT SPECIFICATIONS SECTION 312319. WITH 3000 PSI GROUT WITH 3000 PSI GROUT 4. GROUNDWATER DISCHARGE FROM DEWATERING ACTIVITIES SHALLE BE COLLECTED, CONTROLLED, MONITORED, STORED, AND DISCHARGED IN ACCORDANCE WITH ALL GOVERNING ENVIRONMENTAL REQUIREMENTS AND AS DIRECTED BY THE OWNER. 1 yt i TICONC hy wo a i i ELEV=+372-6" '¥ p- coNDuTT LEGEND OF ABBREVIATIONS: / (4)x@ Pvc bb ’ * AR - ANCHOR ROD 12" CRUSHED STONE t 12" CRUSHED STONE cLR ~ CLEAR - DIA - DIAMETER bi > DI = DUCTILE IRON (a WE ofo-e. I 75 ig , DWG - DRAWING x0 FEO € On On En ENO EOIN ATE EQ 7 EQUAL/EQUALLY \ giés/ FIRE WALL CROSS SECTION A-A FIRE WALL CROSS SECTIONVB-B FDN ~ FOUNDATION SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" FG - _ FINISHED GRADE MAX. - MAXIMUM Oc. = ONCENTER PROJ. = PROJECTION NAAMM - NATIONAL ASSOCIATION OF | 36"-0" ARCHITECTURAL METAL MANUFACTURERS 54 #6 @8" TYP. = TYPICAL B-B\\ FIRE BARRIER PLAN LAYOUT CONCRETE MASONRY: cer SCALE: 1/4°=1'-0" 1. CONCRETE MASONRY UNITS (CMU) SHALL COMPLY WITH ASTM STANDARD | | | | | | | | SPECIFICATION FOR LOAD-BEARING CONCRETE MASONRY UNITS B/3/Bla (ASTMC90-16). LOAD-BEARING CMU SHALL BE NORMAL WEIGHT WITH ae | | | | | | | | MINIMUN NET AREA COMPRESSIVE STRENGTH OF 1900 PSI oe el <— DESIGN DATA: 2. MORTAR AND GROUT COMPONENTS: 5/3/3|_ Ll? | | | | | | | | —o——aumm: a. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150-16, s|s|s|° TYPE I, Il. Sele - DESIGN CODE NYSBC 2020 (NY) b. AGGREGATES FOR MOTAR SHALL COMFORM TO ASTM C144-11. slslz L—F STRUCTURE AGGREGATES FOR GROUT SHALL CONFORM TO ASTM C404-11. 8/8/8la #6 @16 - £/3|8/% (EA @ CLASSIFICATION CATEGORY IV c. HYDRATED LIME SHALL CONFORM TO ASTM C51-11 Lid SITE LOCATION WESTER NY d. WATER SHALL BE CLEAN AND FREE FROM DELETERIOUS SUBSTANCES. 8/8]/8}u OD N CALCULATED MAXIMUM ’ 3. MASONRY MORTAR SHALL COMPLY WITH ASTM STANDARD SPECIFICATION 2/alals =e) | 57" | BEARING PRESURE 2600 PSF* FOR MORTAR FOR UNIT MASONRY (ASTM C270-14), TYPE M sle|s a 4. MASONRY GROUT SHALL COMPLY WITH ASTM STANDARD SPECIFICATION > aa ci DUCT (4) x 6 PVC FOR GROUT FOR MASONRY (ASTM C476-16) AND SHALL HAVE A MINIMUM 2 (2) #5 CORNER wil (7) #6 TRANSVERSE =. 46 @12" DUCT (4) x6 PVC ZL WIND LOADS: COMPRESSIVE STRENGTH OF 3000 PSI WHEN SAMPLED AND TESTED IN 3/2|_le BARS } BARS. T&B : = — ACCORDANCE WITH ASTM STANDARD TEST METHOD FOR SAMPLING AND 3/z/2\/e ry 3 | Ir ~)| BASIC WIND SPEED 121 MPH TESTING GROUT (ASTM C1019-16). 8\8)2/8 ( | | t IMPORTANCE FACTOR 1.15 5. ADMIXTURES IN MORTAR OR GROUT SHALL NOT BE USED WITHOUT AR ( | gee _ os | © rs) | EXPOSURE CATEGORY c APPROVAL BY THE ENGINEER OF RECORD. g/aja|s L 2 oe ~ > 6. LAY MASONRY UNITS SUCH THAT CELLS ARE IN VERTICAL ALIGNMENT. B/3/8 StS ea Sat \ fo . GROUT ALL MASONRY WALL SOLID olale a sell. le H oa . [L _— | ATMOSPHERIC ICE LOADS: 7. REINFORCING BARS SHALL COMPLY WITH ASTM A615-16, GRADE 60. SES ico} é|sle CONCURRENT WIND SPEED 60 MPH : 2:8" T FOO OOO OOO IO 0505050505050 -6-6-0-0-0-0-0-6 EARTHQUAKE LOADS: ) ) ) Jo IS 5 5 5 5 5 5 5 5 wy SOS ISO OO VERTICAL i A OSG : : = BO DO BO BODO DO PODO SOS s. 0.155" REINFORCEMENT s . REFERENCE DRAWINGS: S 0.048" os BOND BEAM CORNER DETAIL - A REINFORCEMENT OF THE WALL FOUNDATION FIRE WALL DUCT CROSS SECTION ees FACTOR Re 73-0002-001 GENERAIL ARRANGEMENT 233 ; —— — . _— . 73-0003-001 SITE PLAN Ee SCALE: 1/2"=1'-0 SCALE: 1/2"=1'-0 SCALE: 1 ) SEISMIC DESIGN CATEGORY D 73-0003-006 FOUNDATION PLAN bag 73-0003-008 SH 002 FOUNDATION DETAILS - TRANSFORMER FIREWALL ELEVATIONS 825 -2' . : 5 CAULK ° =| 2444 os CONCRETE 4000 PSI ; : ! - = |— CERAMIC BLANKET MASONRY STANDARD WEIGHT = : = —S> LADDER TYPE JOINT REINFORCEMENT INSTALL WI9 GA SIDE & CROSS RODS O ote (HOT DIP GALVANIZED FINISH) @16" 0.C — - (EVERY OTHER MORTAR JOINT) L PE STAMP AVANGRID ENGINEERING CONFIDENTIAL, PROPRIETARY and a \ © concrere 00x eee renee RG&E FOUNDATION DETAIL — CONCRETE BLOCK 2" MAXIMUM CONTROL a 412"x16"x8" Property of AVANGRID CAULK . iz 3 ra 12"x16"x8" JOINT WIDTH NOTE: FILLED WITH 3000 PSI GROUT TRANSFORMER FIREWALL So | a 5 S FOR JOINT REINFORCEMENT USE i SH 001 OF SH 002 5 PRE-FABRICATED CORNER | = DETAIL -B SECTIONS AT WALL CORNERS bs SUBSTATION 73 ROCHESTER, NY 3 Scale Po" 3HR FIRE RATED MASONRY CONTROL JOINTS pine WALL DETAL BLOCK Sivoo [SCALE WOED [FUE TG 1 2 SCALE: 1"=1'-0" aaa: cK _[oorboM_| No. REV iC @ JAPP_ | PRIIDOM REV DESCRIPTION DATE BY cK APP |pate}oai2g/2025 73-0003-008 SH 001) 0-0

$ T/ BOND BEAM ELEV = +397'-2"

BOND BEAM FILLED WITH

3000 PS! GROUT

CONCRETE BLOCK 12"«16"x8" FILLED WITH 3000 PS! GROUT

CONCRETE 4000 PS! SEE JOINT DETAILS

‘ENE NEE EPPO NEES AEM ERENT RETNA, ee RE Noon ee eeeue a ‘w/3000 PSI GROUT

= Lt | fT [| J f f ff ft ft

1 —__—__1_________. MASONRY VERTICAL REINFORCING #6 @8"0.c.__L__| | [ | I} dit :

t i i i im

LT [| [ [ [| [| 7 JT [J 7 JT [ 1 7 Ui} tif MASONRY STANDARD WEIGHT LADDER I TYPE JOINT REINFORCEMENT W/9 GA

[Lj jf fT ft fj TT SIDE & CROSS RODS (HOT DIP GALVANIZED FINISH)

@16" O.C. (EVERY OTHER MORTAR JOINT)

[ [ { {| fT [ [ 7 fT jf f fT f fT ft tt it iy BOND BM Wi2 #5 CONT

T T T T T T T T T T T T T T T T T T W/3000 PSI GROUT

NOTES:

nN

CONCRETE COMPRESSIVE STRENGTH SHALL BE 4500psi (MIN.) @ 28 DAYS. REINFORCING SHALL BE ASTM A615 GR. 60 (60ksi YIELD).

PROVIDE 3/4" CHAMFER ON ALL EXPOSED EDGES, UNLESS NOTED OTHERWISE

FOUNDATION & CONTAINMENT SHALL BE PLACED ON UNDISTURBED SOILS OVERLAIN BY 12" OF 3/4" CRUSHED STONE.

BACKFILL AND COMPACT TO NOT LESS THAN 95% THEORETICAL MAXIMUM DENSITY AS DETERMINED BY ASTM D 1557.

LEGEND OF ABBREVIATIONS USED ON THE DRAWING ARE PROVIDED FOR THE REVIEWER'S CONVENIENCE. IT IS ASSUMED A COMPREHENSIVE LIST OF THE ABBREVIATIONS WILL BE PROVIDED AS PART OF THE SITE SPECIFIC, DETAILED DESIGN.

STANDARD SOIL, BACKFILL AND GEOTEXTILE DEFINITIONS ARE PROVIDED IN IBERDROLA USA STANDARD TM 2.71.09 SUBSTATION YARD AND FENCING. CONSTRUCTION CONTRACTOR SHALL UTILIZE METHODS TO CONTROL HEAT OF HYDRATION FOR THE FOUNDATION.

THE FOUNDATION AND THE BLOCK WALL WILL BE BUILT IN TWO DIFFERENT PHASES. TO ENSURE THAT THE DOWELS BARS DO NOT DISTURB BETWEEN ONE PHASE AND THE OTHER, REBAR COUPLERS WILL BE USED. IN THE FIRST PHASE THEY WILL BE SOAKED TO THE UPPER LEVEL OF THE FOUNDATION. COVERS SHOULD BE USED TO PROTECT THE THREADS OF THE REBAR COUPLER UNTIL THE SECOND PHASE OF CONSTRUCTION |S CONTINUED. THE REBAR COUPLER MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION MUST BE FOLLOWED, AND MAKE SURE THAT THE INDICATED

PRIIDOM

PR/IDOM

PR/IDOM APP

cK

BY

12/19/2025 | SN/IDOM | OO/DOM DATE

10/24/2025 | SN/IDOM | OO/DOM 08/29/2025 | SNIDOM | OO/IDOM

IFC - ISSUED FOR CONSTRUCTION DESCRIPTION

0-08 | IFA- ISSUED FOR APPROVAL

0-0A | IFR-ISSUED FOR REVIEW

REV

IDOM Engineering PLLC 330 Second Ave S.-Suite 600 Minneapolis, MN 55401

INFO

ibom

LOGO

ANSI D 12/18/2025

0-0 ; TIGHTENING TORQUES ARE GIVEN. CONSTRUCTION DEWATERING NOTES:

L JT JT JT JT J J [tT J J J J J JT T TT f[ J tT Tl IT i 1. IF REQUIRED BASED ON GROUNDWATER ELEVATON AT TIME OF ] e CONSTRUCTION, EXCAVATION DEWATERING SHALL BE INSTALLED AND MAINTAINED TO PROVIDE FOR A DRY EXCAVATION THROUGHOUT GIS ‘ BASEMENT CONSTRUCTION ACTIVITIES SC OT 2. TEMPORARY DEWATERING SYSTEM DESIGN, SUPPLY, PERMITTING & IMPLEMENTATION IS THE CONTRACTOR'S RESPONSIBILITY. REFERENCE PROJECT SPECIFICATIONS SECTION 312319. GROUNDWATER DISCHARGE FROM DEWATERING ACTIVITIES SHALLE BE COLLECTED, CONTROLLED, MONITORED, STORED, AND DISCHARGED IN ACCORDANCE WITH ALL GOVERNING ENVIRONMENTAL REQUIREMENTS AND AS DIRECTED BY THE OWNER.

4'-6": LAP SPLICE

RO

3'-0"

LEGEND OF ABBREVIATIONS:

CONCRETE FOUNDATION REINFORCING NOT SHOWN FOR CLARITY. SEE WALL AR. - ANCHOR ROD SECTIONS ON SHEET 1 CLR. - CLEAR

DIA. - DIAMETER

FG - FINISHED GRADE MAX. - MAXIMUM

NAAMM - NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS

TYP. - TYPICAL

Ld=

'— #6 DOWELS TO MATCH VERTICAL WALL REINFORCING (TYP.)

BOND BEAM CONCRETE BLOCK CONCRETE 4000 PS! FILLED WITH 12"x16"x8" FILLED SEE JOINT DETAILS 3000 PSI GROUT WITH 3000 PSI GROUT

_~— BOND BM W/2 #5 CONT

T/ BOND BEAI ELEV = +397'

1. CONCRETE MASONRY UNITS (CMU) SHALL COMPLY WITH ASTM STANDARD SPECIFICATION FOR LOAD-BEARING CONCRETE MASONRY UNITS (ASTMC90-16). LOAD-BEARING CMU SHALL BE NORMAL WEIGHT WITH MINIMUN NET AREA COMPRESSIVE STRENGTH OF 1900 PSI.

. 2. MORTAR AND GROUT COMPONENTS: DESIGN DATA: a. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150-16, TYPE |, Il. DESIGN CODE NYSBC 2020 (NY) b. AGGREGATES FOR MOTAR SHALL COMFORM TO ASTM C144-11. STRUCTURE AGGREGATES FOR GROUT SHALL CONFORM TO ASTM C404-11. CLASSIFICATION CATEGORY IV c. HYDRATED LIME SHALL CONFORM TO ASTM C51-11 SITE LOCATION WESTER. NY d. WATER SHALL BE CLEAN AND FREE FROM DELETERIOUS SUBSTANCES. MASONRY STANDARD WEIGHT LADDER CALCULATED MAXIMUM ' 3. MASONRY MORTAR SHALL COMPLY WITH ASTM STANDARD SPECIFICATION TYPE JOINT REINFORCEMENT W/9 GA BEARING PRESURE 2600 PSE* FOR MORTAR FOR UNIT MASONRY (ASTM C270-14), TYPE M SIDE & CROSS RODS (HOT DIP GALVANIZED FINISH) 4. MASONRY GROUT SHALL COMPLY WITH ASTM STANDARD SPECIFICATION @16" O.C. (EVERY OTHER MORTAR JOINT) FOR GROUT FOR MASONRY (ASTM C476-16) AND SHALL HAVE A MINIMUM WIND LOADS: COMPRESSIVE STRENGTH OF 3000 PSI WHEN SAMPLED AND TESTED IN — ACCORDANCE WITH ASTM STANDARD TEST METHOD FOR SAMPLING AND BASIC WIND SPEED 4121 MPH TESTING GROUT (ASTM C1019-16). T/ BOND BEAM BOND BM W/2 #5 CONT IMPORTANCE FACTOR 1.15 5. ADMIXTURES IN MORTAR OR GROUT SHALL NOT BE USED WITHOUT ELEV = +3846" w/3000 PSI GROUT EXPOSURE CATEGORY c APPROVAL BY THE ENGINEER OF RECORD. 6. LAY MASONRY UNITS SUCH THAT CELLS ARE IN VERTICAL ALIGNMENT. . GROUT ALL MASONRY WALL SOLID ATMOSPHERIC ICE LOADS: 7. REINFORCING BARS SHALL COMPLY WITH ASTM A615-16, GRADE 60. Ww a CONCURRENT WIND SPEED 60 MPH : a s EARTHQUAKE LOADS: + = oase REFERENCE DRAWINGS: 1 IMPORTANCE FACTOR 15° 73-0002-001 GENERAIL ARRANGEMENT SITE CLASS e 73-0003-001 SITE PLAN SEISMIC DESIGN CATEGORY =D 73-0003-006 FOUNDATION PLAN 73-0003-008 SH 001 FOUNDATION DETAILS - TRANSFORMER FIREWALL PLAN & SECTION T/CONC $ ELEV = +372-6" i & % CONCRETE FOUNDATION Se a t REINFORCING NOT SHOWN } a = FOR CLARITY. SEE WALL ° 5 10 20 30 SECTIONS ON SHEET 1 PE STAMP AVANGRID ENGINEERING a eet RG&E FOUNDATION DETAIL mene an TRANSFORMER FIREWALL __ #6 DOWELS TO MATCH VERTICAL WALL REINFORCING (TYP.) SH 002 OF SH 002 VIEW B: EAST/WEST WALL ELEVATION SUBSTATION 73 ROCHESTER, NY SCALE: 1/4"=1'-0" BY _[SNDOM SCALE: 1/4"=1.0" _|FILE: 73-0003-008 SH 002.dwg e« [oonbom _| No. REV JAPP_ | PRIIDOM REV DESCRIPTION DATE BY cK APP |pate}oai2g/2025 73-0003-008 SH 002) 0-0

PRIIDOM PRIIDOM

PRIIDOM APP

cK

BY

1219/2025 | JCGIIDOM | OO!IDOM 10/25/2025 | JCGIIDOM | OO!IDOM

08/29/2025 | JCGiIDOM | OoVDOM

DATE

IFC - ISSUED FOR CONSTRUCTION IFA- ISSUED FOR APPROVAL

DESCRIPTION

00

0-08

0-08 | IFR- ISSUED FOR REVIEW

INFO

Minneapolis, MN 55401 USA

IDOM Engineering PLLC 330 Second Ave. S. Suite 600

LOGO

ipbom

ANSI D 12/16/2025

2 LAYERS OF 1" RIGID INSULATION (ASTM C578 TYPE VI 1") STAGGERED AND TAPE JOINTS

CONTROL BUILDING C15X33.9 BASE FRAME

(102) #6@12"

2"

a i oO

(101) #6@12"

1-6"

CONTROL BUILDING C15X33.9 BASE FRAME

4" DOWN STYROFOAM, HIGH LOAD 40 ———* EXTRUDED POLYSTYRENE INSULATION EXTEND MIN 48" OUTSIDE FOUNDATION,

TYP. ALL AROUND / / . o/s BLINDING s & / ° CONCRETE re ee COMPACTED CRUSHED STONE 1' 15 sie Neeick | 2.0" 9" | 30'-0" COMPACTED TO 95% | 1'-0" 2'-0 4-0" 32-0" 4-0" 40'-0" (A SECTION A-A seer] Scale: 3/8"=1'-0" CONTROL BUILDING CONTROL BUILDING C15X33.9 BASE FRAME C15X33.9 BASE FRAME (102) #6@12" | (101) #6@12" CRUSHED: DETAIL 2 SHEET 2: é g STONE a £00" 2 LAYERS OF 1" RIGID INSULATION: (ASTM C578 TYPE VI 1") STAGGERED AND TAPE JOINTS 4" DOWN STYROFOAM, HIGH LOAD 40: EXTRUDED POLYSTYRENE INSULATION EXTEND MIN 48" OUTSIDE FOUNDATION, Z e z 7 Tox / g g TYP. ALL AROUND om] J BLINDING = COMPACTED CRUSHED STONE 1° CONCRETE COMPACTED TO 95% 18 Meek | 2'-0" 1'-0" 16'-0" | 1'-0" 2'-0" | 40" 18'-0" 4-0" 26'-0" (B SECTION B-B Ni Scale: 3/8"=1'-0" CONTAINER BASE FRAME CHANNEL C15X33.9 FILLET WELDING FE70. CONTAINER BASE FRAME THROAT 8" . . CHANNEL C15x33.9 aw 2 # 6" IN THE TOP 5" OF = THE SLAB | STIFFENER INSIDE #6" 7 — ER THE CHANNEL #2" FILLET WELDING FE70. Fl a! THROAT $" HE He — BASE PLATE 6 3" x 5" x 3" 2 HIT-RE 500 V3 + HAS-E-55 ° (ASTM F1554 Gr.56) 1/2 CONTROL HOUSE 2#6" DRILL PLATE 2" : FUNDATION SLAB DRILL CONCRETE 0.875" + Su 2#6" rae’, oO = a | a J 2 HIT-RE 500 V3 + HAS-E-55 STIFFENER (ASTM F1554 Gr.55) 1/2 2#6" INSIDE THE CHANNEL #2" DRILL PLATE 3" DRILL CONCRETE 0.875" 4

3" A +

CONTAINER BASE FRAME

CHANNEL C15X33.9

BASE PLATE 6 3" x 5" x 3"

DETAIL

gig"

0-0

(3 DETAIL

STRUCTURE CLASSIFICATION SITE LOCATION

ALLOWABLE SOIL BEARING SLIDING FRICTION

GROUND WATER ELEVATION FROST PENETRATION

WIND LOADS:

BASIC WIND SPEED EXPOSURE CATEGORY

ATMOSPHERIC ICE LOADS

RADIAL ICE CONCURRENT WIND SPEED

EARTHQUAKE LOADS

Ss S,

IMPORTANCE FACTOR

SITE CLASS

SEISMIC DESIGN CATEGORY

ASCE 7-16

CATEGORY IV WEBSTER, NY

1432 PSF TAN(33) 3'-2" BGS 48 IN

130 MPH Cc

N/A N/A

0.155 0.048 15

NOTES:

1

2.

CONCRETE COMPRESSIVE STRENGTH SHALL BE 4500psi @ 28 DAYS

REINFORCING STEEL SHALL BE ASTM A615 GR. 60 (60ksi YIELD) DEFORMED, BILLET STEEL BARS.

ANCHOR BOLTS HIT-RE 500 V3 + HAS-E-55 (ASTM F1554 Gr.55) 10.5" LONG.

ASTM A563 HEAVY HEX NUTS & F436 WASHERS SHALL BE HOT-DIP GALVANIZED. A MINIMUM OF (2) WASHERS PER ANCHOR ROD TO FACILITATE SECURING ANCHOR PLATES.

PLATES AND HOT ROLLED MEMBERS SHALL BE ASTM A992 GR. B. PROVIDE %" CHAMFER ON ALL EXPOSED EDGES UNLESS NOTED OTHERWISE.

ALL REINFORCING BARS TO BE MINIMUM OF 3" CLEAR FROM FACE OF CONCRETE EXPOSED TO EARTH, UNLESS NOTED OTHERWISE.

QUANTITIES PROVIDED IN THIS SCHEDULE ARE THEORETICAL BASED ON THE DETAILS SHOWN ON THE DRAWINGS WITH NO CONSIDERATION GIVEN TO CONSTRUCTION MEANS & METHODS. CONTRACTOR IS RESPONSIBLE FOR FINAL QUANTITIES REQUIRED FOR COMPLETE INSTALLATION. REGARDING DRILL PIER CONCRETE QUANTITIES SHOWN. FINAL AS RECORDED VOLUME OF PLACED CONCRETE SHALL BE NOT LESS THAN THE VALUES NOTED HEREIN.

REFERENCE DOCUMENTS:

73-0002-001 GENERAL ARRANGEMENT 73-0003-001 SITE PLAN

73-0003-006 FOUNDATION PLAN 73-0002-004 ARCHITECTURAL DESIGN

73-DD-001-004

PE STAMP

CONTROL HOUSE ENCLOSURE FDN Calc

STATION 73 ROCHESTER, NY BY [JcGiDOM [SCALE: AS NOTED [FILE: 73-0003-010 SH 002. dwg cK _|OO/DOM NO. REV PP_|PRIDOM

DESCRIPTION

73-0003-010 SH002} 0-0

DATE BY cK APP Joare{ 08/29/2025

APP

cK

BY

1211912025 | JCGIDOM | OSOMDOM | PRIDOM 10/24/2025 | JCGIIDOM | OSO/DOM | PR/IDOM

08/29/2025 | JCGIDOM | OSO/IDOM | PR/IDOM

DATE

IFC - ISSUED FOR CONSTRUCTION

DESCRIPTION

0-08 | IFA- ISSUED FOR APPROVAL

0-08 | IFR- ISSUED FOR REVIEW

REV

INFO

IDOM Engineering PLLC

330 Second Ave. S. Suite 600 Minneapolis, MN 55401 USA

LOGO

ibom

ANSI D 12/16/2025

. 1 oS \ = Zo 6g" ALL CONDUIT ENDS AT THE TOP OF CONCRETE BASES SHALL BE NON METALLIC aa, AND PLUGGED INMEDIATELY AFTER PLACEMENT AND BEFORE CONCRETE IS ag a \ | | POURED. CONDUITS IN WHICH WIRE OR CABLE IS INSTALLED SHALL REMAIN

w a rs) CAPPED OR PLUGGED.

"X" EQUALLY Ww z Pe - BOLT CIRCLE 9" SPACED INA im int 5, = ety BELL ENDS SHALL BE INSTALLED ON ALL PVC CONDUITS EXPOSED AT THE TOP OF CIRCULAR CAGE ~~ Olt a : td CONCRETE BASES BEFORE INSTALLATION OF CABLE OR WIRE. ENDS OF CONDUIT 3 = TTT INSTALLED BELLOW GRADE FOR FUTURE USE SHALL BE NON METALLIC AND % J SA PLUGGED. x | e@ VERTICAL REINFORCEMENT BAR CONDUCTORS SHALL BE NEATLY COILED AND THE COILS TIED TOGETHER Cc \ O75" 1" BOLT THE MINIMUM DEPTH OF CONDUIT EXITING THE CONCRETE BASE SHALL BE 24 Sey, INCHES FOR LIGHTING CIRCUIT CONDUITS. & Re FIELD VERIFY LOCATION OF CONDUIT. h 10. CONTRACTOR TO VERIFY ALL EMBEDEMENT ARE INSTALLED IN PLACE PRIOR TO (3\_ HOOK DETAIL (4 TOP EMPLATE. 1/4 POURING CONCRETE, { SPIRAL WITH A 180° HOOK He. Scale: 6"=1'-0" THs Scale: 3/4" = 1'-0" AND 1% TURNS LAP LENGTH DIAMETER IN BOTTOM

ELEVATION

TYPICAL DRILLED PIER FOUNDATION

DETAIL 3. HOOK

(AY

N.T.S.

DIAMETER

SPIRAL WITH A 180° HOOK AND 1% TURNS LAP LENGTH IN THE TOP

"X" EQUALLY SPACED IN A CIRCULAR CAGE

SECTION A

THIS HEE

DIAMETER

(B SECTIONB

DIAMETER

SPIRAL WITH 11 TURNS

EQUIPMENT REFERENCE:

SPIRAL REINFORCEMENT

LAP LENGTH IN THE BOTTOM

ros

"X" EQUALLY SPACED

IN A CIRCULAR CAGE

THIS HEE

Re |

Q &

&

"X" EQUALLY SPACED IN A CIRCULAR CAGE

(C\ SECTION C

THIS HEE

NOTES:

1.

2.

CONCRETE COMPRESSIVE STRENGTH SHALL BE 4500psi @ 28 DAYS.

REINFORCING SHALL BE ASTM A615 GR. 60 (60ksi YIELD) DEFORMED, BILLET STEEL BARS.

STEEL ANCHOR BOLTS SHALL BE PER AASHTO M314 OR ASTM F1554 - GRADE 55, HOT DIP GALVANIZED.

NUTS AND WASHERS SHALL BE PER AASHTO M314-90 OR ASTM F1554 — HOT DIP. GALVANIZED.

EACH SET OF FOUNDATION ANCHOR ROD CLUSTERS SHALL BE DELIVERED TO SITE AS A CAGED ASSEMBLY. THIS INCLUDES SETTING TEMPLATES AND ANCHOR PLATES PROPERLY FASTENED TO FACILITATE IMMEDIATE INSTALLATION WITHIN THE FOUNDATION FORM WORK. ANCHOR PLATES AND SETTING TEMPLATES SHALL BE ASTM A36 STEEL, THICKNESS SHALL BE %" AND SHALL BE FINISHED WITH 2 COATS OF SHOP PRIMER. HOLES SHALL BE PROVIDED IN BOTH TOP AND BOTTOM PLATES. TO PERMIT CONCRETE PLACEMENT AND CONSOLIDATION. SETTING TEMPLATES NOT CAST IN PLACE SHALL BE DISCARDED AFTER CONCRETE HAS SET-UP.

PROVIDE %" CHAMFER ON ALL EXPOSED EDGES UNLESS NOTED OTHERWISE.

ALL REINFORCING BARS TO BE MINIMUM OF 3" CLEAR FROM FACE OF CONCRETE EXPOSED TO EARTH, UNLESS NOTED OTHERWISE.

SPLICES SHOULD BE AVOIDED IF POSSIBLE. TYPE 2 MECHANICAL SPLICES IN ACCORDANCE WITH ACI SHALL BE PROVIDED. VERTICAL SPLICE LOCATIONS SHALL BE PLACED BELOW THE MID-POINT OF THE ACTUAL DRILLED SHAFT DEPTH.

4 SPIRAL SHALL OVERLAP 24" MINIMUM. THE SPIRAL IN THE TOP MUST TERMINATE WITH 1% EXTRA TURNS AND A STANDARD 180° HOOK. THE SPIRAL IN THE BOTTOM MUST TERMINATE WITH 1 % EXTRA TURNS.

IF A DRILLED PIER LOCATION IS WITHIN 3 PIER DIAMETERS (CENTER TO CENTER) OF AN ADJACENT PIER, DRILLING CANNOT COMMENCE UNTIL THE ADJACENT PIER CONCRETE HAS BEEN IN PLACE FOR NOT LESS THAN 24 HOURS.

IN ACCORDANCE WITH SECTION 1704.9 OF THE IBC, CONSTRUCTION OF THE DRILLED SHAFT FOUNDATIONS SHALL ONLY BE PERFORMED IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER TO OBSERVE FOR COMPLIANCE WITH VERIFICATION AND INSPECTION TASKS INDICATED ON TABLE 1704.9 IF IBC, CONTRACT DOCUMENTS, AND APPROVED CONSTRUCTION SUBMITTALS. THE GEOTECHNICAL ENGINEER SHOULD OBSERVE ITEMS INCLUDING BUT NOT LIMITED TO: PROPER BEARING MATERIAL HAS BEEN REACHED, THE DEPTHS ARE AS REQUIRED BY DESIGN, GOOD CLEANOUT OF SOFT AND LOOSE MATERIAL AT THE BOTTOM OF THE SHAFT, THE EXCAVATION IS DRY (OR ADEQUATE HEAD OF SLURRY AND QUALITY SLURRY IS MAINTAINED AT ALL TIMES (IF THE SLURRY IS USED)), REINFORCING STEEL IS CLEAN AND PROPERLY PLACED, INCLUDING NUMBER AND SIZE OF REQUIRED REBAR, CONCRETE IS PLACED CONTINUOUSLY AND CASING RETRACTED IN A METHOD TO MAINTAIN BOREHOLE STABILITY AND NOT RESULT IN SEGREGATION OF CONCRETE.

CENTRALIZERS AND BAR BOTTOM CHAIR SUPPORTS SHALL BE USED TO LOCATE, POSITION & HOLD THE REINFORCING CAGE AND SHALL BE SHAFTSPACER & BARBOOTS BY FOUNDATION TECHNOLOGIES, INC OR APPROVED EQUAL.

IF BEDROCK IS ENCOUNTERED, NOTIFY THE ENGINEER FOR FURTHER DIRECTION.

POSITION IN ACCORDANCE WITH

FROST-RESISTANT GRANULAR BACKFILL SHALL CONFORM TO NYSDOT SECTION 304, TYPE 2 (ITEM 4) OR EQUIVALENT AGGREGATE WITH s 8% PASSING THE NO. 200 (0.075 MM) SIEVE, LL < 20% AND PI < 4% (ASTM D4318). MAXIMUM PARTICLE SIZE: 2 IN. GRADATION PER TABLE 304-1, ADJUSTED FOR REDUCED FINES CONTENT. PLACE IN LIFTS < 8 IN LOOSE THICKNESS AND COMPACT TO 95% OF MAXIMUM DRY DENSITY (ASTM D698) WITH MOISTURE WITHIN +2% OF OPTIMUM. COMPACTION CONTROL BY ASTM D6938 WITH INITIAL ASTM D1556 CORRELATION. DO NOT PLACE ON FROZEN, SATURATED, OR UNSTABLE SUBGRADE; PROTECT FROM FREEZING AND MAINTAIN POSITIVE DRAINAGE.

BEFORE THE START OF THE PILE INSTALLATION, A LOCALIZED EXCAVATION UP TO 4 FEET DEEP WILL BE CARRIED OUT AND BACKFILLED ACCORDING TO NOTE 16. ONCE THE BACKFILL HAS BEEN COMPLETED AND COMPACTED TO THE APPROPRIATE LEVEL, THE PILE WILL BE INSTALLED.

PIER CONSTRUCTION WILL BE INACCORDANCE WITH ACI 336.1 & 336.3

QUANTITIES PROVIDED IN THIS SCHEDULE ARE THEORETICAL BASED ON THE DETAILS SHOWN ON THE DRAWINGS WITH NO CONSIDERATION GIVEN TO CONSTRUCTION MEANS & METHODS. CONTRACTOR IS RESPONSIBLE FOR FINAL QUANTITIES REQUIRED FOR COMPLETE INSTALLATION. REGARDING DRILL PIER CONCRETE QUANTITIES SHOWN. FINAL AS RECORDED VOLUME OF PLACED CONCRETE SHALL BE NOT LESS THAN THE VALUES NOTED HEREIN.

LEGEND OF ABBREVATIONS:

B.C. - BOLT CIRCLE

BFG - BELOW FINISHED GRADE CLR - CLEAR

DIA - DIAMETER

DWG. - DRAWING

FDN - FOUNDATION

(FG) - FINISHED GRADE

PROJ - PROJECTIONS

TBD - TO BE DETERMINED TYP. - TYPICAL

UNO - UNLESS NOTED OTHERWISE

REFERENCE DOCUMENTS:

73-0002-001 GENERAL ARRANGEMENT 73-0003-001 SITE PLAN

73-0003-006 FOUNDATION PLAN 73-0006-004 TRENCH AND CONDUIT PLAN

73-DD-001-006

LIGHTING POLE FOUNDATION CALC

INSTALL

PE STAMP

AVANGRID ENGINEERING CONFIDENTIAL, PROPRIETARY and TRADE SECRET INFORMATION Property of AVANGRID

RG&E

AVANGRID

FOUNDATION DETAILS

LIGHTING POLE

PLAN, ELEV, SECTIONS & DETAILS

STATION 73 ROCHESTER, NY

BY |JCG/DOM |SCALE: 3/4"=1'-0" | FILE: 73-0003-012.dwg

ck _[oso/iDoM | NO. REV

[APP _[PRIIDOM 7 7 | REV DESCRIPTION DATE BY CK APP [pate] 08/29/2025 73: 0003 012 0. 0

zlzlele Fea Roa Ear S8/S)/e)/Ssia z\/zlze|z|< E/E) E/E zlzlelze Foal Rom} S8/Ss]/Ss/s|x s/s}s|s|°o 8/8)8]s =lslel= 8/3)5 | Ssyejela/z 2/2)2|2 5/5) 5|5 §/8)8|/8]u 8/8/]8/8/# g ae Ss s}|o 2)e| 2 8|s|_|3 ElEl=|= ZIS=/S/5 Z| SIS|z/S z|2le|3 2 2] u a/@/s|/9 2/5/32 312/38 8/2/38 zle 2 als|> 2/2)8|s|a lel# 8s 33S ags Buz Paar 23 Se S35 fe) g| Z| — fe} a 9 So fe} & o g + a 7) Zz <

LATCH CLEARENCE

”

167.1" FOR WCM

SECURITY FASTENER

PREVENTS TAMPERING OR REMOVAL BY COMMON TOOLS

IMPASSE II POST

SPECIALLY FORMED |-BEAM, PRE-PUNCHED FOR MULTIPLE RAIL OPTIONS

SPECIALLY FORMED HIGH STRENGTH CORRUGATED SHAPE; RESISTS PRYING OR BENDING; BOLT HOLES RECESSED TO PREVENT CHISELING OF BOLT HEAD.

21/8"

—|

+= BASE STEEL MATERIAL |

i t t t t T

UNIFORM ZINC COATING (HOT DIO GALVANIZED)

”"NO-MAR” POLYESTER POWDER FINISH COAT

PHOSPHATE & CONVERSION COATING

EPOXY BASE COAT

IMPASSE II RAIL (12 Ga.

IMPASSE II RAIL SPECIALLY FORMED HIGH STRENGTH ARCHITECTURAL SHAPE; LOWER LIP CONTOURED TO CARRY - STEEL CABLE AND/OR SENSOR CABLES FOR SECURITY

8'-0 8 3/4" 3" 44.75" FOR WCB 2 LATCH CLEARENCE 104.75" FOR WCL TINGE CLEARENCE SA A Ss A A Ss A A RG TFL passe in ean ; % (SEE CROSS SECTION) to a . GATE RAIL 2" x 12ga. + on a TA TA TTT TA Ta Ta Ta Ta Tan an "> ——— ae i : —_— LLIN = ~ THESES =_ he | | | a lo a Wee ene] q NOTE 4 : ARS rr 4 IMPASSE. Il |-BEAM POST [0 lain q |_— POST SIZE VARIES WITH HEIGHT | “|” (SEE IMPASSE™ POST-SIZING CHART) | —cATE UPRIGHT 2”a x 1290. NOTE 4 . Ly . > v 7 wo x 7 S -! a a a 2%" PALE (0.075 WALL) Ly 2%" PALE (14 Ga.) WELD ON BOX HINGE 8 | — NOTE 3 a) | | || | || || || lO | LEE yy q 31/4" 31/4 oS > -! J ~ 7 or'- 91'-10" 91'-10" o1'-10" g’-0" TALL METALLIC_FENCE SINGLE GATE ARRANGEMENT THIS DETAIL NOT TO SCALE THIS DETAIL NOT TO SCALE 2 1/8" * LD IMPASSE. II PALE

AXNSANSSSASSSSSO

GATE RAIL

PALE WELDED TO RAIL

GATE_RAIL_DETAIL

7-10"

I)

NOTE 4

239.1" FOR WCC

o

LATCH CLEARENCE

”

mI)

an

HINGE CLEARENCE

7 OMe RAIL 2” x 12ga.

POST SIZE VARIES WITH HEIGHT (SEE IMPASSE™ POST-SIZING CHART)

| — GATE UPRIGHT 2”@ x 12ga.

| }—2 %” PALE (0.075 WALL)

|—WELD ON BOX HINGE SEE NOTE 3

31/4

DOUBLE GATE ARRANGEMENT

THIS DETAIL NOT TO SCALE

NOTES:

1. POST SIZE DEPENDS ON FENCE HEIGHT, WEIGHT AND WIND LOADS. SEE IMPASSE I!

POST SIZING CHART.

2. IN THE SECTIONS INDICATED IN 73-0006-001 SH 001 FENCE AND ROAD PLAN IT WILL BE INSTALLED PRIVACY SCREENING, MADE OF 18GA. PREFORMED SLATS.

3. VALUES SHOWN ARE NOMINAL AND NOT TO BE USED FOR INSTALLATION PURPOSES. SEE PRODUCT SPECIFICATION FOR INSTALLATION REQUIREMENTS.

REFERENCE DRAWINGS

73-0002-001 GENERAL ARRANGEMENT 73-0003-001 SH 001 SITE PLAN 73-0003-006 FOUNDATION PLAN

73-0006-001 SH 001 73-0006-001 SH 002 73-0006-002 SH 004

GROUNDING PLAN FENCE AND ROAD PLAN FENCE DETAILS

INSTALL

‘AVANGRID ENGINEERING CONFIDENTIAL, PROPRIETARY and TRADE SECRET INFORMATION Property of AVANGRID

RG&E

AVANGRID

FENCE DETAILS SH 003 OF SH 004 SUBSTATION 73 ROCHESTER, NY BY [SNIDOM SCALE: NTS. [FILE: 73-0006-002 SH 003 cK __[Oo/DOM_| No. REV

PP.

REV DESCRIPTION

DATE

BY

cK

PRIIDOM,

DATE:

73-0006-002 SH 003} 0-0

08/29/2025

PR/IDOM PRIIDOM PRIIDOM PRIIDOM

APP.

z/zlzel=e 8/5|)8/5 a/S/a|/e]x S/sls|s]e 8/8}8}8 z/zlzl= 3/35/38 /5 g/o/S/a]% |B) 5|3 a/s/s/s]e 8 3/o z S Sa z bl elE/s 2|2|@)o S/e|al|o 8/8) a) wlala|& 2Q\2\2\a ri @/B8/@)a B/3/B Ele 2 @|s|> s/s) se) s/s siete 3% a5 35 208 23S 525 Ee 53s B2e 85 fe) 2 Z| — ke) 9 & 5 Ss - g S 2 a 7) zZ <

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ae

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ia i 3" THICK RIGID INSULATION

(A SECTION (HIS SH) NTS.

ia GRAVEL BASE il

VA FINAL GRADE

LIFTING EYEBOLTS

15'

FINAL GRADE +

INSULATION 5'-0"

THRESHOLD

12" MIN. GRAVEL BASE

(8 \ SECTION (us SH) NTS.

GATE | LENGTH INSULATION | CONCRETE | REBAR | THRESHOLD WIDTH| (FT.) (FT.) VOLUME | (FT.) | WEIGHT (FT.) (CU YDS) (LBS.)

20 18 28 2.70 337 10350 NOTES:

1. CONCRETE FOR THRESHOLD MAY BE PRE-CAST OR CAST IN PLACE.

N

o

s

a

. CHAMFER ALL EXPOSED EDGES 1".

. 2" MINIMUM COVER ALL GRADE 60 REBAR.

CONFORMING TO AASHTO M230, TYPE V.

o

. MAX. CLEARANCE TO GATE SHALL BE 2".

REFERENCE DRAWINGS:

73-0002- 73-0003-( 73-0003- 73-0006- 73-0006-( 73-0006-(

001 001 SH 001 006 001 SH 001 001 SH 002 002 SH 003

AVANGRID ENGINEERING

GENERAL ARRANGEMENT SITE PLAN

FOUNDA’

TION PLAN

GROUNDING PLAN FENCE AND ROAD PLAN FENCE DETAILS.

. CONCRETE SHALL BE MINIMUM 4500 P.S.I. AT 28 DAYS.

. RIGID INSULATION: EXTRUDED POLYSTYRENE INSULATING BOARD

INSTALL

CONFIDENTIAL, PROPRIETARY and TRADE SECRET INFORMATION Property of AVANGRID

RG&E

AVANGRID

FENCE DETAILS

PP_[PRIIDOM

3

DESCRIPTION

DATE BY

cK

APP [pate] 08/29/2025

SH 004 OF 004 SUBSTATION 73 ROCHESTER,NY By [SNIDOM [SCALE: NTS. FILE: 73-0006-002 SH 004 ck [oonbom | No. REV

73-0006-002 SH 004} 0-0

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‘APP

cK

BY

02/06/2026 | MAS/IDOM | LGDOM | RL/IDOM

'2025 | MAS/IDOM | IGT/IDOM | RLIDOM 08/29/2025 | MAS/IDOM | IGT/IDOM | RLIIDOM

12/19/2025 | MAS/IDOM | LG/IDOM | RL/IDOM

DATE

DESCRIPTION

0-1 | IFP- ISSUED FOR PERMITTING 0-0. | IFC -ISSUED FOR CONSTRUCTION 0-08 | IFA- ISSUED FOR APPROVAL

0-0A | IFR-ISSUED FOR REVIEW

INFO

IDOM Engineering PLLC 330 Second Ave $.-Suite 600 Minneapolis, MN 55401

LOGO

ibom

ANSI D 2/6/2026

25'-0"

PAM.

YARD LIGHTING WIRING HAND-HOLE

41.6"

LO1

CONCRETE PIER { FINISH swore \

DETAIL

73-0006-009 SH, 001

STEEL POLE MOUNTING PERIMETER LIGHTING ONLY SCALE: 1/4"=1'-0"

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DETAIL 73-0006-009) FIRE WALL LUMINAIRES SH. 004 MOUNTING DETAIL

SCALE=3/16"=1'-0"

25-2"

VIEW A-A

BILL OF MATERIAL FOR 73-0006-009 SH 002 & SH 003 MARK ary, DESCRIPTION REFENCE HOLOPHANE PAA 1 R-LINE STREETLIGHTING LUMINAIRE RLLTLAOBS NRG DAB > WIDE ROAD WALL MOUNTED LIGHTING | HOLOPHANE MGLEDM LUMINAIRE WITH UNIVERSAL MOUNT P2 40K WR EXPLOSION PROOF LED LOW BAY & FLOOD, PAC 4 P2 PERFORMANCE PACKAGE, 4000 CCT, TYPE Otte Pe V DISTRIBUTION, DISFFUSED GLASS LENS PAD 5 HOFFMAN ENCLOSURE, 6” X 4" X 4", NEMA HOFFMAN 12/3R/4/4X, SOLID COVER, HINGED A6044CHNFSS ENCLOSURE, 12°x12'x6", HINGED COVER, PAE 4 NEMA 3R, WIMOUNTING PANEL, INTERNAL | HOFFMAN Al2R126H1CR PANEL 12x12 HOLOPHANE PAM 1 ROUND TAPERED STEEL POLE er oneoy CONDUCTOR. WIRE, #10 SOOW PORTABLE BFA 450 FT CORD, 3/C BLACKWHITE/GREE SOUTHWIRE ; CARLON BY waB 400 FT CONDUIT, RGS, 2" SCHEDULE 40 CCARLON BY 2" CONDUIT FITTING RGS, 90 BEND, WAC 2 SCHEDULE 40 CARLON wap 110 RIGID CONDUIT, 2” STEEL STRAP, PUSH-ON RACO 2088 STYLE WAG 21 CONDUIT FITTING, SEALING LOCKNUT, FOR 2"| — GARVIN LNS-200 CONDUIT FITTING, INSULATED BUSHING, FOR WAH at 2" CONDUIT SCHEDULE 40 GARVIN IBT-200 Wal 21 2" RGS WATERTIGHT HUB MYERS STG6 WAJ 8 LB RIGID/EMT 2" COVERIGASKET ALUMINUM | THOMASSBETTS

THIS SH.

LATERAL FIREWALL LIGHTING

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REFERENCE DRAWINGS:

73-0006-009 SH 001 73-0006-010 73-0006-009 SH 003

YARD LIGHTING AND SECURITY PLAN YARD LIGHTING WIRING DIAGRAM YARD LIGHTING DETAILS

a a

5 10 15 20 30 SCALE: %6"=1'-0"

0 5 10 15 20 30 SCALE: Y%4"=1'-0" INSTALL AVANGRID ENGINEERING cumensrecrc == GAO RG&E YARD LIGHTING Property of AVANGRID DETAILS SH 002 OF 003 STATION 73 ROCHESTER, NY By _[MASIDOM [SCALE: AS NOTED |FILE: 73-0006-009 SH 002 ; | | CK _|IGT/IDOM_| NO. REV REV DESCRIPTION DATE BY cK APP a oe 73-0006-009 SH 002) 0-1

‘APP

cK

BY

08/29/2025 | MAS/IDOM | IGT/IDOM | RLIIDOM

11/24/2025 | MAS/IDOM | IGTIDOM | RLIDOM DATE

02/06/2026 | MAS/IDOM | LGDOM | RL/IDOM 12/19/2025 | MAS/IDOM | LG/IDOM | RL/IDOM

DESCRIPTION

0-1 | IFP- ISSUED FOR PERMITTING 0-0. | IFC -ISSUED FOR CONSTRUCTION 0-08 | IFA- ISSUED FOR APPROVAL

0-0A | IFR-ISSUED FOR REVIEW

IDOM Engineering PLLC

330 Second Ave S.-Suite 600 Minneapolis, MN 55401

INFO

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LOGO

ANSI D 2/6/2026

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NOTES:

1. BILL OF MATERIALS IN 73-0006-009 SH 002

REFERENCE DRAWINGS:

73-0006-009 SH 001 YARD LIGHTING AND SECURITY PLAN 73-0006-010 YARD LIGHTING WIRING DIAGRAM 73-0006-009 SH 002 YARD LIGHTING DETAILS

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0 5 10 15 20 30 SCALE: %"=1'-0" (FF VIEW F-F ”

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