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24 Fort Avenue Plot Plan and Dimensional Table (P.6)SITE Salem D a n v e r s R i v e r Peabody Marblehead Beverly \\ V H B . C O M \ G B L \ P R O J \ N E W Y O R K C I T Y \ 2 2 6 5 7 . 0 0 N G S A L E M H A R B O R S U B 4 5 \ 0 5 _ W O R K \ L D \ T E C H D O C U M E N T S \ P L A N S E T \ 2 2 6 5 7 . 0 0 - C O V 1 M a y 20 2 5 Owner 1 VH B P r o j e c t : vh b . c o m Is s u e d f o r : Site Legal Bowditch & Dewey 311 Main Street Worcester, MA 01608 508-926-3464 Electrical Substation Engineer POWER Engineers, Inc. 303 US Route 1 Freeport, ME 04032 207-869-1277 Distribution Design Leidos 550 Cochituate Road Framingham, MA 01701 508-935-1600 Salem Harbor Power Development LP 2200 Atlantic St, Suite 800 Stamford, CT 06902 Applicant (& Easement Beneficiary) New England Power Company 170 Data Drive Waltham, MA 02451 Assessor's Map: Lot(s): 41 41-0271-0, 41-0339-0 260 Arsenal Place #2 PO Box 9151 Watertown, MA 02472-4026 617.924.1770 Feet010002000 Site Plans Issued for Date Issued Latest Issue Salem Harbor Substation 45 24 Fort Avenue Salem, Massachusetts Permitting April 23, 2025 April 23, 2025 22 6 5 7 . 0 0 S a l e m H a r b o r S u b s t a t i o n 4 5 Re v i e w 4 / 2 3 / 2 0 2 5 Sheet Index No.Drawing Title Latest Issue C1.00 Legend and General Notes April 23, 2025 C2.00 Permitting Plan April 23, 2025 C3.00 Utility Plan April 23, 2025 C4.00 Site Details April 23, 2025 Reference Drawings No.Drawing Title Latest Issue Existing Conditions Survey June 21, 2021 Easement Exhibit October 28, 2020 ANR Survey August 31, 2023 Owner 2 Massachusetts Clean Energy Technology Center 294 Washington Street Boston, MA 02108 Notes FIRE DEPARTMENT CONNECTION ACCESSIBLE CURB RAMP ACCESSIBLE PARKING VAN-ACCESSIBLE PARKING COMPACT PARKING STALLS DOUBLE YELLOW LINE STOP LINE CROSSWALK PARKING COUNT MAJOR CONTOUR MINOR CONTOUR STREAM / POND / WATER COURSE HAY BALES SILT FENCE DETENTION BASIN RETAINING WALL STOCKADE FENCE STONE WALL FENCE TREE LINE WIRE FENCE PATH WOOD GUARDRAIL STEEL GUARDRAIL GUY WIRE & ANCHOR MATCHLINE GUY POLE HAND HOLE PULL BOX ELECTRIC MANHOLE POST INDICATOR VALVE TRANSFORMER PAD TELEPHONE MANHOLE UTILITY POLE LIGHT POLE ELECTRIC METER WATER WELL GAS GATE GAS METER FIRE HYDRANT WATER METER EXTRUDED CONCRETE CURB BUILDING ENTRANCE BOLLARD DOUBLE SIGN DUMPSTER PAD SIGN BUILDING LOADING DOCK MONOLITHIC CONCRETE CURB PRECAST CONC. CURB LIMIT OF CURB TYPE SLOPED GRAN. EDGING SAWCUT VERT. GRAN. CURB EDGE OF PAVEMENT BITUMINOUS CURB CURB AND GUTTER CONCRETE CURB GRAVEL ROAD BITUMINOUS BERM WETLAND LINE WITH FLAG 200' RIVERFRONT AREA TO FLOODING LIMIT OF DISTURBANCE WETLAND BUFFER ZONE NO DISTURB ZONE FLOODPLAIN Exist.Prop. RIGHT-OF-WAY/PROPERTY LINE CONSTRUCTION LAYOUT TOWN LINE ZONING LINE BASELINE BUILDING SETBACK EASEMENT PROJECT LIMIT LINE PROPERTY LINE DOUBLE CATCH BASIN CONCENTRIC SEWER MANHOLE CONCENTRIC FLARED END SECTION CURB STOP & BOX TAPPING SLEEVE, VALVE & BOX WATER VALVE & BOX HEADWALL DRAIN MANHOLE CONCENTRIC PLUG OR CAP TRENCH DRAIN CLEANOUT CATCH BASIN CONCENTRIC GUTTER INLET MONITORING WELL DOMESTIC WATER FIRE PROTECTION ELECTRIC CABLE TV FIRE ALARM TELEPHONE GAS ROOF DRAIN SEWER OVERHEAD WIRE WATER DRAIN UNDERDRAIN CONSTRUCTION EXIT HEAVY DUTY PAVEMENT CONCRETE TOP & BOTTOM OF WALL ELEVATION TOP OF CURB ELEVATION BORING LOCATION TEST PIT LOCATION BOTTOM OF CURB ELEVATION SPOT ELEVATION Prop.Exist. RIPRAP STEAM FORCE MAIN ABAN ABANDON ACR ACCESSIBLE CURB RAMP ADJ ADJUST APPROX APPROXIMATE BIT BITUMINOUS BS BOTTOM OF SLOPE BWLL BROKEN WHITE LANE LINE CONC CONCRETE DYCL DOUBLE YELLOW CENTER LINE EL ELEVATION ELEV ELEVATION EV ELECTRIC VEHICLE CHARGING SPACE EX EXISTING FDN FOUNDATION FFE FIRST FLOOR ELEVATION GRAN GRANITE GTD GRADE TO DRAIN LA LANDSCAPE AREA LOD LIMIT OF DISTURBANCE MAX MAXIMUM MIN MINIMUM NIC NOT IN CONTRACT NTS NOT TO SCALE PERF PERFORATED PROP PROPOSED REM REMOVE RET RETAIN R&D REMOVE AND DISPOSE R&R REMOVE AND RESET SWEL SOLID WHITE EDGE LINE SWLL SOLID WHITE LANE LINE TS TOP OF SLOPE TYP TYPICAL CB CATCH BASIN CMP CORRUGATED METAL PIPE CO CLEANOUT DCB DOUBLE CATCH BASIN DMH DRAIN MANHOLE CIP CAST IRON PIPE COND CONDUIT DIP DUCTILE IRON PIPE FES FLARED END SECTION FM FORCE MAIN F&G FRAME AND GRATE F&C FRAME AND COVER GI GUTTER INLET GT GREASE TRAP HDPE HIGH DENSITY POLYETHYLENE PIPE HH HANDHOLE HW HEADWALL HYD HYDRANT INV INVERT ELEVATION I= INVERT ELEVATION LP LIGHT POLE MES METAL END SECTION PIV POST INDICATOR VALVE PWW PAVED WATER WAY PVC POLYVINYLCHLORIDE PIPE RCP REINFORCED CONCRETE PIPE R=RIM ELEVATION RIM=RIM ELEVATION SMH SEWER MANHOLE TSV TAPPING SLEEVE, VALVE AND BOX UG UNDERGROUND UP UTILITY POLE PARKING SETBACK SILT SOCK / STRAW WATTLE Legend Abbreviations General Utility BORDERING LAND SUBJECT BUILDINGS DRAIN MANHOLE ECCENTRIC SEWER MANHOLE ECCENTRIC DOUBLE CATCH BASIN ECCENTRIC CATCH BASIN ECCENTRIC General 1.WORK TO BE DONE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS SP.08.00.001, "STANDARD CONSTRUCTION SPECIFICATIONS FOR ELECTRICAL SUBSTATIONS". 2.STOCKPILE ALL STRIPPED & EXCAVATED MATERIAL IN AN ACCESSIBLE LOCATION FOR USE IN LANDSCAPING SITE. STOCKPILE LOCATIONS TO BE APPROVED BY ENVIRONMENTAL ENGINEER. 3.ALL FENCING SHALL CONFORM TO LATEST EDITION OF NATIONAL GRID SPECIFICATION SP.03.05.001. FENCE TO BE 8'-0" HIGH CHAIN LINK FABRIC TOPPED BY 3 STRANDS OF BARBED WIRE SLOPPING OUTWARD UNLESS NOTED OTHERWISE. 4.ALL DISTURBED AREAS & SIDESLOPES TO BE LOAMED & SEEDED UNLESS NOTED. 5.SUBSTATION YARD WITHIN FENCED AREA TO BE SURFACED WITH CRUSHED QUARRY ROCK CONFORMING TO ASTM C-33 SIZE NO. 4 GRADATION REQUIREMENTS. 6.CONTRACTOR TO VERIFY EXACT LOCATION AND ELEVATION OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. 7.CONTRACTOR TO VERIFY EXISTING CONTOURS AND CONDITIONS AND REPORT AN DISCREPANCIES TO THE ENGINEER. 8.BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING GRADES. 9.CONTRACTOR TO CALL DIG-SAFE AT 811 PRIOR TO START OF CONSTRUCTION. 10.AT LOCATIONS WHERE NEW CONSTRUCTION ABUTS EXISTING PAVEMENT, THE LEDGE OF THE EXISTING PAVEMENT SHALL BE SAWCUT. NEW PAVEMENT SHALL MATCH EVENLY INTO SAWCUT PAVEMENT. Reference Notes 1.BASE PLAN: THE PROPERTY LINES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY CONDUCTED BY NATIONAL GRID, AND FROM PLANS OF RECORD. THE TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON AN ACTUAL FIELD SURVEY PERFORMED ON THE GROUND BY SGC ENGINEERING, LLC, DURING JUNE, 2021. 2.HORIZONTAL DATUM REFERENCES THE MASSACHUSETTS STATE PLANE COORDINATE SYSTEM NAD83 (2011). VERTICAL DATUM OF NAVD88. 3.REFER TO GEOTECHNICAL REPORT BY GZA GEOENVIRONMENTAL, INC. DATED JANUARY 2016 FOR BORING DATA. of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo. Sa v e d Tu e s d a y , A p r i l 2 2 , 2 0 2 5 2 : 5 2 : 0 0 P M OV E R S H I N I N A P l o t t e d Tu e s d a y , A p r i l 2 2 , 2 0 2 5 4 : 0 8 : 4 5 P M Ol g a V e r s h i n i n a \\vhb.com\gbl\proj\NewYorkCity\22657.00 NG Salem Harbor Sub 45\05_Work\LD\TechDocuments\Planset\22657.00 - LG.dwg vh b . c o m Date 260 Arsenal Place #2 PO Box 9151 Watertown, MA 02472-4026 617.924.1770 Salem Harbor Sub 45 24 Fort Avenue Salem, MA Review Not Approved for Construction April 23, 2025 7 22657.00 Legend and General Notes C1.00 1 NJG EAV VICINITY MAP: (NOT TO SCALE) ~ OHE GENERAL NOTES: 1) THIS PLAN AND ALL WORK ASSOCIATED WITH IT WAS PERFORMED BY SGC ENGINEERING, LLC PURSUANT TO A PROFESSIONAL SERVICES CONTRACT BETWEEN NATIONAL GRID AND SGC ENGINEERING LLC, DATED MAY 27, 2021. 2) SUBSURFACE INVESTIGATION HAS BEEN PERFORMED BY BL COMPANIES. DIG-SAFE SHOULD BE CONTACTED PRIOR TO COMMENCING ANY EXCAVATION. (888-344-7233). 3) THE NORTH ARROW SHOWN HEREON REFERS TO THE MASSACHUSETTS MAINLAND STATE PLANE COORDINATE SYSTEM (NAD83) AND ARE BASED ON GPS OBSERVATIONS. 4) THIS PLAN IS THE RESULT OF A FIELD SURVEY CONDUCTED BY SGC ENGINEERING, LLC ON JUNE SRD AND 4TH, 2021. MAP REFERENCES: 1) A PLAN ENTITLED “YARD DUCTS & MANHOLES GENERAL PLAN’, PREPARED BY NATIONAL GRID WITH NATIONAL GRID PLAN NUMBER H-12214-12 LAST REVISION DATED 12/30/2016. 2) A PLAN ENTITLED “OUTDOOR SWITCHYARD GENERAL ARRANGEMENT” PREPARED BY NATIONAL GRID WITH NATIONAL GRID PLAN NUMBER H-11402—14 LAST REVISION DATED 12/18/2015. LEGEND: BUILDING —————- EDGE OF PAVEMENT —————- EDGE OF CONCRETE —————- LATTICE UNDERGROUND ELECTRIC LINE E OVERHEAD ELECTRIC LINE OHE UNDERGROUND COMMUNICATION LINE GAS LINE WATER LINE UNDERGROUND GROUNDING WIRE ———— —-—————-—-——--—— METAL FENCE ——————~ ——— —— x —— —— x —— —— x GATE COMMUNICATIONS MANHOLE ———— ELECTRIC MANHOLE —————- ELECTRIC METER ————— ELECTRIC HANDHOLE ————— UNKNOWN MANHOLE ———— UP) ————_— GUY WIRE ————— FO e S V GRAPHIC SCALE: (IN FEET) 4" = 20' 20 10 0 20 40 ax — OHE [ rE ~~ ™~ ~~ \ ~~ ———N Tr r n r o e re 23 KV FFE=18.4' RELAY HOUSE CONTROL HOUSE FFE=18.2' [ot NA _/ LW - / = uu S Lu oc oc fe) Le kK = wu - 5 oO a a Lu D 179) ”n op) < Zi; HS O| £8 =| AO 2 > Lu}. | Se o. = x |e oO | =z Z ) rr (e) x Ee = a 5 =x > > Zz [e) _ LL O ve oO = _ —_l &o Ww | 2° as NR oO oZ8% ” = Sy xX oc e2ite¢ LL rss Lu zZ;2@ 5x29 gs = 5058 5 = © a > © 2) 6 BEOS 8 BES E 8 Lud & NS og Lu n = ue” Ss) u 3 wi Zz er = (o) g on MN oO =s x 5 & SO zu er C) a0 oO -— a 'e) aa i ws N op - .. Ww U2 tO aw EX I S T I N G CO N D I T I O N S SU R V E Y 24 FO R T AV E N U E SA L E M , MA S S A C H U S E T T S PR E P A R E D FO R : ES S E X CO U N T Y NA T I O N A L GR I D 40 SY L V A N RO A D , WA L T H A M , MA 02 4 5 1 X X X X X X X X X X X X XXXX X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X 0 60 120 180 NOR T H GRID X X X X XXX X d/ b / a / Ne w E n g l a n d P o w e r C o m p a n y EA S E M E N T E X H I B I T P L A N SA L E M , M A VE R S I O N D E S C R I P T I O N VE R DA T E SA L E M H A R B O R S U B S T A T I O N PR E P A R E D B Y RE V I E W E D B Y AP P R O V E D B Y SC A L E SH E E T RA S 1" = 6 0 ' 1 O F 1 6/ 2 7 / 1 8 RA S 4/ 2 2 / 1 9 RE V I S E E A S E M E N T S RA S 7/ 3 1 / 2 0 RE V I S E E A S E M E N T S RA S 8/ 1 6 / 2 3 FI N A L E A S E M E N T S RA S 4/ 2 5 / 2 5 UP D A T E O W N E R S H I P Vv & ABUTTERS LIST: *o, Ne Fy : t NOW GR FORMERLY ag ~ *a. THE CWARLES HOPE COMPANIES, LLP | Vp Ss BOOK E015, PAGE 236 Ve, 6x5" CONC BOUND ~f- 8? OLRBY STREET - wo | hE OK ‘ . 2 NOW OF FORMERLY DoT ame | ra. OF BE os | BLUE SKY PROPER INES, Lic = ? ; 200s. Seabee” ae FORT AVENUE | Y sige < i . -_ ff -* . aia \DERBY STREET (PUBLIC VARNLE MID TH) neste 55°C FF ! ‘ SS one * DANeL PMACKEY. TRUSTEE OF HOLE. REALTY TRUST 1.221.445" STONE POST 67.30" yee ee Se : 637.299 Sy Sis maRBOR | Bo0K 736, Pack 453 ~— FMD, LOCATED NORTHWEST : 8 : / > aEe SE —- <> Sa 3 : 3 Locus MAP ar ~ pete LOT 2-A v9 w2902's7E am SW Ae ore AREA 37. BEACRES Ps (NOT TO SCALE) 25,80" mat"E . a (SEE PLAN BOON 447, " — cea 5595" — etd a ‘ = Ae ie : J : 473°! pt aes .. 2, ie NSESPION] HN ET IOF | fob. “* ‘a ‘ez " 45.24 | ) r9.92" ge Tem ‘ i ee —=* a> ian Ths 5 aes 7 Né)34'46 W=, G Fa pat % = =i> esr No Ban “f we _— 3]2 me td = —~97t a PROPERTY vs : z =' ao Sout SEWERAGE OS DHCT N42%6 gE | nso s ata) S N2902'57"E wWaARKER 4 5 les > f (SESD) 195.90" ¥ RS een ot ee 2 Ns) 42.75" fo we ser ve Lil . i3 f2 OEED! 6249, PAGE 120 “4 ‘ yee FORT | | l SV = smoperty 3 6"x6" SBOM ; 2 Je FORT AVEMLE a te 7X uaaxer "VS PHO, OF" RG pe, : Do 1/2" wean 00 + 1. ‘to ar sr “ al ie — TTA, — - a\ ~ ne ieee \ Pe a 67K8" STONE BOUND ‘ wee t= ot : = ; : “a” St “ 3 3 $a \s ae -> Ae . / Se / poRT hee mm LAN cover | NICE | —= i fa | “ : , a is b / reIreret OSE IM 7 Oc | a - " - é"e" STONE GOURD — ss" FUND | oe ) : ‘ pS. MSOrs- wo Lan COURT | [ow LAND COURT » = tenes > / Bh oe ae se) oR See | DSK FAG aS" BC Bis ' WIEST IZE f ' . we | _—— i \ tis a weer ‘ ! 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Tae = = | son & eae ymer ne-UNe NG Se 7a ae a = S ey 3 — sagas? © (s = gt ‘ ail a - SALEM § %Q | 8 ent OS é ‘ 3 ge Ca RECORD Owner: a es \ 1) an ‘ is = — — a ee H A R B OR a —_— ah ? : — i- en — - Ld a U8 | see ea ns a = ~ tre CAT COVE Sab? RECENCY SOUARE BOULEVARD . | j —_— —— so ite ns —— ie we: jon: a i - —‘\ azo” \ SD \ OSOWALE FLORDA . ee is ae = sae _ — ‘ 1928 - = _ Oe i eee ~ ae OLED BOOK 41226, PAGE 244 —_ eae fh oe \ = Tie a be | \ 4 ts, * ip ee re Low WATER <= ' @. <n LA bart ta = i its eee GESGNA TED GRAPHIC SCALE acrmonmate \ ro Las apreoxe = = = pan 1408 = ARE \ 5 — ‘ aT G : | ead <> —— “Th sy as oe SEE LAND esi ; ay es) \ as — F sit Ps —— PORT AREA SCaeE- f= 100 Ti ’ f en vay . - eg tuo hat —_ ee = = ne Mean 18 —= ye ran soon be Pan ‘ae oe Vf Z $2 30190 20 ° ee: ff / - a The 13) wer fe / / Ye Se ee _ — man ‘it oe io als) Hoe 8 SA JY f YY LA BOOK 44%, PLAN | BY SALEM “~ . 33 n aT Z af “CENOTES DOCUMENTS RECORDED af HARBOR ~“\ ™ he ly, Se ree a ale 0 a v4 // SOUTHERN ESSEX OSTICT MEGS IY | on 4s ee sazus'2rW 4 — f a cers b 2 ” en O32 : / | ' “es : ~~ , ff = , 7 z = = = ‘ oF B—, ; —— \ / oS LINE TABLE LINE TABLE LINE TABLE - ‘a vers j / = = ; | —, = ys x Coe \. er SaveM Pane reget \ i LINE No | LENGTH | DORECTION | UNE Wie. | LENGE | Onmsc TOW UNE Me cewcre | Onmec RON 00 Soe ee SALEM “* EASEMENT AREA A / r T : le, — = J PLAN BOOK 446, PLAN 56 \ Sf f cr | zzv.a3" | seezereF | et | eoraz" | s2xzs'0s"w | _tat_| sac | nzso7'ssw PLANNING BOARD APPROVAL Se HARBOR 8 i / Y) wz | x06 | weszo7e | at2 | ree.zo" | seesez9F 122 | sooo" | neg‘ss'00"w UNDER SUBOIVISION CONTROL LAW > WOTES: 7% Uf iy | wa |neowewee| | ire | ange’ | szezeuet 123 | aco" | westo bow WOT REQUIRED Se, if i¢ 6127" | a2sze 0S? LM | 201.s6" | sre9zoDr"w iz | 2000" | ASoUT 4 1. IME PURPOSE OF THIS PLAW IS TO GIDE LOT 2 SHOWN ON THAT CERTAW PLAN RECORDED OV PLAN GOOW 44? : RIE - ‘ T : Thewen M We as po 59 ne THO LOTS LOT 2=4 HAMNG AN AREA OF J7.3¢ WORE OF LESS ACRES AND LOT 2-8 HAWG fi i5 437) | 5643)'555E Lis 44000" | S2TS7 07 L2s 227.00" | nSoTe 456 = a f ' oe -- E77 X AN AREA OF MORE OF LESS ACHES. / | rr saan | meousvet oe | sear | ese can | aaa | aeiebante 2 TW STE DETAK OFPICTEO HEREON WERE OBTAINED GY WRIIYAN ASSOOATES, INC OW ALY 7, 2022. AN jf 1 ro Fess Eo ; Ag prea = , PETE \ INSTRUMENT SURVEY WAS CONDUCTED ON THE GROUND BY MERIDIAN ASSOCIATES, (NC. BETWEEN OCTORER J, / 1 ee we Es A Fd \ 2073, JAWJARY 28, 2014, QALY 22, 2027 AMD ALY 25, 2022. ¢ \\ Tce | reaae | ———— ce | sna | onoere'e - FOR REGSTRY OF DEEDS USE ONLY 3 WHE SUBNECT PROPERTY (S DEPICTED AS LOT 339 (ASSESSED AREA=42.3 ACRES) OW CITY OF SALEW ASSESSOR'S \ \\ |u| rea 29° | aeons er crs =| moo’ | sayesze'w Ts + \ | 270 | ts6.0r" | Sse 3451 (70 «| t6300° | NaoJe'2e"w A276 4 IME SUBECT PROPERTIES DEPICTED ARE LOCATED (W ZONE | ((MDUSTRIALL 4 PORTION OF THE STE IS LOCATED \ct \\ - ~ a wow THE CITY OF SALEM “DERBY WATERFRONT” LOCAL MSTORIC DYSTRICT Q\\ \ 1 \ 2 g2o2r 4 5. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPRONMMATE AND ARE BASED UPON A PARTIAL FIELD \\ \ t\ ( DECLARE, TO INE BEST OF wy PROFESSIONAL —_ 4 SURVEY AND COMPILATION OF PLANS OF RECORD MERAUIAN ASSOCIATES, WC. OOES NOT WARRANTY NOF B\\ 1 \ ;HOWLEDCE, INFORMATION, ANO SELEF THAT GUARANTEE THE LOCATION OF Ald UTKIMES DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO =\\ | LEGEND: TS PLAN WAS PREPARED WW ACCORDANCE wy ao COMMENCEMENT OF CONSTSUCITOW, SMALL VERIFY THE LOCATION OF ALL UNITES AND COWTACT IVG SAFE AT Bl)! ¥) THE RULES AND REGULANONS OF THE REGSTERS 7 >. 2023 1-888-344-7231 UTUTY INFORMATION FROM SOME PROWIERS MOT RECEIVED AS OF THE PLAW DATE \\ \\ 4c ABOVE GROUND OF SEEDS : _ \ \ 86 BELOW GROUND Date: ME Cnt & THOS PLAN DOES NOT SHOW ANY UNRFECORDED OF UNWRITTEN EASEMENTS WHICH WAY E00ST. A REASONABLE AND \\ FMD FOUND —_ f | DNUGENT ATTEMPT HAS BEEN MADE TO OBSERVE ANY APPARENT. WSWALE USES OF THE LAND; HONEVER, THIS sEoM STO BOUND ORLL HOLE THE ENDORSEMENT ABOVE IS NOT A 50. ESSER 4275 ak 41g4y Py 287 DOES NOT CONSTITUTE A GUARANTEE THAT WO SUCH EASEMENTS EXST. : SQUARE FEET DETERMINATION BY THE PLANNING BOARD AS S030 Pee i ey a = 7 REFERENCE (S MADE 70 PLAN BOOW 441, PLAN 59 * SAM PLAN CREATED LOTS ! ANG 2. REFERENCE 15 FURTHER WADE TO PLAN BOOX 34, PLAN No 2 * SAMD PLANS FURTHER DEPICT EASEMENTS AND ENCUMBRANCES OF RECORD wih THE SUSECT PROPERTY. REFERENCE (S ALSO MADE TO PLAN BOOM 446, PLAN 55 * PLAN BOOM 446, PLAN 56 * PLAN BOOW 446, PLAN 5S? * SAID PLANS CREATED EASEMENTS SHOWN AS A THROUGH FP ON | _ecieay FURTHER REFERENCE (S mA0E TO PLAN BOON 446, PLAN 65 © MAYCH CHEATED THE PESTRICTED AMEA 41¥ 41-307 TO COMPLIANCE miTW INE 207aNC ara OwC. No 6463-5_ANR DWC fe . DA T E J ’ LO C A T E D IN PA R E D FO R SA L E M WI N D TE R M I N A L , LL C P R E PL A N OF LA N D 67 DE R B Y ST R E E T N Zn .. oe ie Qn: —O8: 1g MOPS ated Sul < | Mm | E SCALE- PROJECT No. 6469-3 Fo r t A v e n u e 14'R 24'R 25 ' R 25 ' R 2 5 ' R 2 5 ' R 1 4 ' R 15' R 10'R 10'R 1 0 ' R 14' 22.5' 11 ' 14 . 5 ' PROPOSED BATHROOM BUILDING (APPROXIMATE LOCATION) ±118 SF 14' 30' 41 ' 30.5' 43 ' 43 ' 30.5' LIMIT OF DISTURBANCE ±65,854 SF (1.51 ACRES) 30' SIDE YARD SETBACK 30' S I D E Y A R D S E T B A C K 30 ' R E A R Y A R D S E T B A C K 30 ' S I D E Y A R D S E T B A C K 30' SIDE YARD SETBACK STEEL BOLLARD SPACED AT 8 FT O.C. (TYP) SPARE TRANSFORMER OIL CONTAINMENT OC-3 (SEE ELECTRICAL PLANS) TRANSFORMER OIL CONTAINMENT OC-2 (SEE ELECTRICAL PLANS) TRANSFORMER OIL CONTAINMENT OC- 1 (SEE ELECTRICAL PLANS) PROPOSED 9' HIGH PERIMETER FENCE L = 272 LF 20 FT GATE BIT. CONC. PAVEMENT ±9,245 SF EXIST PERIMETER FENCE TO BE REMOVED L = ±220' MEET EXIST PAVEMENT MEET EXIST PAVEMENT EXIST 23kV YARD TO BE REMOVED CONCRETE PAD FOR STANDBY GENERATOR (SEE ELECTRICAL PLANS) PROPOSED ELECTRICAL EQUIPMENT (NOT SHOWN) & ASSOCIATED FOUNDATIONS TO BE DESIGNED BY OTHERS. LINEWORK SHOWN IS FOR INFORMATIONAL PURPOSES ONLY (TYP) PROPOSED YARD EXPANSION FINISHED YARD ELEVATION = 15.50 AREA = ±4,671 SF (0.107 ACRES) PROPOSED ELECTRICAL EQUIPMENT (NOT SHOWN) & ASSOCIATED FOUNDATIONS TO BE DESIGNED BY ELECTRICAL SUBSTATION ENGINEER. LINEWORK SHOWN IS FOR INFORMATIONAL PURPOSES ONLY (TYP) STATION SERVICE TRANSFORMER 1-1/2" CRUSHED STONE (SEE SITE DETAILS) APPROX. LOCATION OF EX TREELINE (TYP) 55.7' 26 . 5 ' 358.1 8 ' FRON T S E T B A C K 3.4' REAR SETBACK MCSPC ENCLOSURE 2,240 GSF; H=13.67' 9.8' SIDE SETBACK of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo. Sa v e d Tu e s d a y , A p r i l 2 2 , 2 0 2 5 3 : 4 4 : 4 8 P M OV E R S H I N I N A P l o t t e d Tu e s d a y , A p r i l 2 2 , 2 0 2 5 4 : 0 8 : 1 4 P M Ol g a V e r s h i n i n a \\vhb.com\gbl\proj\NewYorkCity\22657.00 NG Salem Harbor Sub 45\05_Work\LD\TechDocuments\Planset\22657.00 - LM.dwg vh b . c o m Date 260 Arsenal Place #2 PO Box 9151 Watertown, MA 02472-4026 617.924.1770 Salem Harbor Sub 45 24 Fort Avenue Salem, MA Review Not Approved for Construction April 23, 2025 7 22657.00 Feet6030015 Permitting Plan C2.00 5 NJG EAV GENERAL NOTES: 1.FINISHED YARD ELEVATION OF 15.5 BASED ON GRADING AND DRAINAGE PLAN H-123802 PROVIDED BY NATIONAL GRID AND PREPARED BY SUBSTATION ELECTRICAL ENGINEER. 2.REFER TO GEOTECHNICAL ENGINEERING REPORT PREPARED BY GZA ENVIRONMENTAL, INC. DATED APRIL 21, 2021 FOR SUBSURFACE INFORMATION. 3.REFER TO ELECTRICAL PLANS FOR FOUNDATION DETAILS. Zoning Summary Chart Zoning District(S):Industrial (I) Overlay District(S):Coastal Resilience Overlay Zoning Regulation Requirements Required*Provided MINIMUM LOT AREA 40,000 SF 1,020,148 SF FRONTAGE 150.0 Feet 776.5 Feet FRONT YARD SETBACK 30 Feet 358.2 Feet SIDE YARD SETBACK 30 Feet 9.8 Feet REAR YARD SETBACK 30 Feet 0 Feet; 3.4 Feet** MINIMUM LOT WIDTH 150 Feet 727.8 Feet MAXIMUM FLOOR AREA RATIO N/A N/A MAXIMUM BUILDING HEIGHT (CONTROL HOUSE)45 Feet 19 Feet MAXIMUM BUILDING HEIGHT (MCSPC)45 Feet 14 Feet MAXIMUM BUILDING HEIGHT (RESTROOM)45 Feet 10 Feet MAXIMUM BUILDING COVERAGE 45.0 %0.5 % MAXIMUM IMPERVIOUS N/A N/A MINIMUM OPEN SPACE N/A N/A * Zoning regulation requirements as specified in City of Salem, Massachusetts Zoning Ordinance (Adopted September 10, 2009 - Updated March 10, 2025) Section 4.0 Dimensional Requirements ** Distance measured from rear property line to closest transformer pad. Areas (Within LOW, SF) EX PR IMPERVIOUS 22,920 22,720 CRUSHED STONE 44,439 (3-4")44,639 (6") OPEN SPACE 261 261 WEIGHTED AVERAGE CN 77 66 Fo r t A v e n u e CONNECT TO EXIST SMH 104B. CONTRACTOR TO VERIFY LOCATION TAP INTO EXIST WATER MAIN IN FORT AVENUE. CONTRACTOR TO VERIFY LOCATION 4 " S PROPOSED BATHROOM BUILDING (APPROXIMATE LOCATION) ±118 SF LIMIT OF DISTURBANCE ±65,854 SF (1.51 ACRES) 30' SIDE YARD SETBACK 30' S I D E Y A R D S E T B A C K 30 ' R E A R Y A R D S E T B A C K 30 ' S I D E Y A R D S E T B A C K 30' SIDE YARD SETBACK MCSPC ENCLOSURE FFE = 18.20 TAP INTO EXIST WATER MAIN IN FORT AVENUE. CONTRACTOR TO VERIFY LOCATION TSV of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo. Sa v e d Tu e s d a y , A p r i l 2 2 , 2 0 2 5 3 : 4 5 : 3 6 P M OV E R S H I N I N A P l o t t e d Tu e s d a y , A p r i l 2 2 , 2 0 2 5 4 : 0 1 : 1 5 P M Ol g a V e r s h i n i n a \\vhb.com\gbl\proj\NewYorkCity\22657.00 NG Salem Harbor Sub 45\05_Work\LD\TechDocuments\Planset\22657.00 - GD.dwg vh b . c o m Date 260 Arsenal Place #2 PO Box 9151 Watertown, MA 02472-4026 617.924.1770 Salem Harbor Sub 45 24 Fort Avenue Salem, MA Review Not Approved for Construction April 23, 2025 7 22657.00 Feet6030015 Utility Plan C3.00 6 NJG EAV INSERT A FOR CONTINUATION SEE INSERT A ON THIS SHEET Fo r t A v e n u e TYPICAL FENCE POST DETAIL N.T.S. HOT MIX ASPHALT PAVEMENT N.T.S. TYPICAL YARD SECTION N.T.S. of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo. Sa v e d Tu e s d a y , A p r i l 2 2 , 2 0 2 5 3 : 4 7 : 0 2 P M OV E R S H I N I N A P l o t t e d Tu e s d a y , A p r i l 2 2 , 2 0 2 5 3 : 5 0 : 4 6 P M Ol g a V e r s h i n i n a \\vhb.com\gbl\proj\NewYorkCity\22657.00 NG Salem Harbor Sub 45\05_Work\LD\TechDocuments\Planset\22657.00 - DT.dwg vh b . c o m Date 260 Arsenal Place #2 PO Box 9151 Watertown, MA 02472-4026 617.924.1770 Salem Harbor Sub 45 24 Fort Avenue Salem, MA Review Not Approved for Construction April 23, 2025 7 22657.00 Site Details C4.00 7 NJG EAV