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45 Jefferson Avenue Plans and Elevations y9a s r ! LAND USE AND ZONING yO,P 9Fa9n ASSESSOR'S MAP 25,PARCEL 65J ryF' INDUSTRIAL(I)ZONE EN FLOOD HAZARD OVERLAY(FHOD)D) Z JACKSON N49°1230"E` PROPOSED PARKING PROPOSED USE O STREET OR]P r'{. - i�" - LOT TREES(q TOTAL) C �^� I MINI-STORAGE WAREHOUSE FACILITY PERMITTED USE oL ZONING REQUIREMENT REQUIRED EXISTING PROPOSED � MINIMUM LOT AREA 40.=SF 44.575 SF(1.05 AC.) 44.575 SF(1.05 AC.) ,1 ' 777 MINIMUM LOT FRONTAGE I so FT 130.0 FT(EN) 130.0 FT(EN) O' \ CLGGG777"' 0'' MINIMUM LOT WIDTH 150 FT 129.E FT(EN) 129.E FT(EN) Z �• '\ SRY� © 1i MAXIMUM LOT COVERAGE(BUILDINGS) 45% 19.T6(8,796SF) 49.9%(22,235 SF)M N \ \ 30 R AR RD SET CK a Nl AREA TO BE LAWN MINIMUM OPEN SPACE NIS 2.n N 200 SF t) 7.1%(3,138 SF) ••\•SITE T (TYPICAL) MINIMUM DEPTH OF FRONTYA0.O 30 FT 3.1 FT(EN) 33.5 FT T SYMBOL DESCRIPTION N •\ ••� I $ m MINIMUM WIDTH OF SIDE YARD 30 FT 14.5 FT EN, 19..FT(V) •'\ I 4' MINIMUM DEPTH OF REAR YARD 30 FT 0.0 FT(EN) 62.2 FT W V� PROPOSED 47°13'00"E MAXIMUM BUILDING HEIGHT 45 FT <45 FT 59.0 FT(V) PROPERTY LINE Y `�• - TRANSFORMER - 5.60 MAXIMUM HEIGHT OF RETAINING 10 FT <10 FT <10 FT Y WALLS,BOUNDARY WALLS&FENCES* m PPO ROSED ` M VARIANCE SETBACK LINE a (EN) EXISTING NON-CONFORMITY J (TYPICAL) (� BOUNDARY WALLS AND FENCES MAY ABUT THE LOT UNE e Q Q P -CUT LINE Z 67" Lai 20.0'�. - - 2.0' r-- _L 19.s' OFF-STREET PARKING REQUIREMENTS PROPOSED CURB N 10' I1'10' 0 CODE SECTION REQUIRED PROPOSED SOURCE:GOOGLE EARTH IMAGES I §,I REQUIRED PARKING(WAREHOUSE&INDUSTRIAL USE) 12 SPACES I SPACE PER2 EMPLOYEES+I SPACE PER 1,000 SF*= PROPOSED DEPRESSED CURB NOT APPROVED FOR CONSTRUCTION AERIAL MAP I (2 EMPLOYEES+500 SF OFFICE)=2 SPACES REQUIRED - - *=EXCLUDING STORAGE AREAS SCALE: I" - 2OOf I §5.1.5.2 MINIMUM PARKING STALL DIMENSIONS=9 FT.19 FT 9FTx20 PROPOSED FLUSH CURB §5.ISA MINIMUM TWO.AISLE WIDTH=24 FT 24 FT PROPOSED MOUNTABLE CURB Sees! f\ §5.1.5.6 MINIMUM DRIVEWAY WIDTH-20 FT 24 FTQ N -- 1 1,� _ (� MAXIMUM DRIVEWAY WIDTH 30 FT W E O MINIMUM SETBACK FOR PARKING SPACES AND DRIVE AISLE 2.0 Fi PROPOSED EXTENDED CURB C E J E 4 .r FROM ALL LOT LINES=2FT �� 1N .O IT M / I I I].5' WAIVER REQUIRED *d V m/ M VARIANCE REQUIRED T PROPOSED SIGNS/BOLLARDS r 0 Ml L O 1 I KI 1� O N �� - l ,.t n ENTRANCE CORRIDOR OVERLAY DISTRICT REQUIREMENTS PROPOSED BUILDING cm 3 LL w c IR, O J pa N �.� A I CODE REQUIRED EXISTING PROPOSED V ; E y O I /?O i I SECTION .sI.RT I §8.2.3.1 MAXIM UMNUMSFFOFCURBCUTS=2 2CU.CUTS 2CURB CUTS PROPOSED CONCRETE *� Z F O J d Nub MAXIMUM WIDTH OF CURB CUTS=24 FT 25 FT AND 30 FT(EN) 24FTWIDE C §8.2.4.1 MAXIMUM HEIGHT OF FENCES ALONG 8 FT AND 10 FT(ENT 4 FT ca*0 Z fn 1 -� /�•• SITE fl I FRONT AND SIDE LOT LINES FT PROPOSED AREA LIGHT 2, CO wl'scYDFCSSSt )JET I I §8.2.4.2 CHAIN UNK AND WIRE FENCES ARE CHAIN LINK(EN) COMPLIES Q§ Q §� ` U PROHIBITED ALONG FRONT AND SIDE O d �� \� 71' I LOT LINES �� PROPOSED HANDRAIL w c N a1 \ 1�1i11•til §8.2.5.1 ONE SHADE TREE FOR EVERY 3 PARKING 0 TREES(EN) 4 TREES y SPACES E(12 SPACES)*(I TREE 13 SPACES) . I ('115)11 f I PROPOSED =4 TREE REQUIRED = -X-%- PROPOSED CHAINLINK FENCE SELF-STORAGE (E) WAVER-STING NON-EQUI CONFORMITY (EN) EXISTING NON-CONF00.MITY T )1111, I� FACILITY I 0------o- PROPOSED BOARD-0N-BOARD FENCE (20,420 SF I ST FLOOR) (22,035SF2ND-STHFLOORS) I 108,560 S APPLICANT i� I ( F GFA) �� � W � N r o I ZXE,LLC AV J I I GENERAL NOTES E 45 JEFFERSON ENUE J U I Y SALEM,MA 01970 1. THE CONTRACTOR SHALL VERIFY AND FAMILIARIZE THEMSELVES F& = O SOURCE GOOGLE EARTH IMAGES Q I U WITHOF THE EKISTI(INC G SITE DIMENSIONS,AND THE LAYOUT,PROPOSED SCOPE V J ZONING MAP m m INITIATING THE IMPROVEMENTS IDENTIFIED WITHIN THESE = W W I I v~Wi DOCUMENTS.SHOULD ANY DISCREPANCY BE FOUND BETWEEN THE LL W ,§ ,n I EXISTING SITE CONDITIONS AND THE PROPOSED WORK THE 3 O SCALE: 111 - TOOT O CONTRACTOR SHALL NOTIFY STONEFIELD ENGINEERING&DESIGN, W K I Q PROPOSED LLC.PRIOR TO THETRACTOR SHALLART OBTAIN CONSTRUCTION. Q I r ASPHALT CURB 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND VI r I ON SITE(TYPICAL) ENSURE THAT ALL REQUIRED APPROVALS HAVE BEEN OBTAINED Q cl I PRIOR TO THE START OF CONSTRUCTION.COPIES OF ALL REQUIREDus �y PERMITS AND APPROVALS SHALL BE KEPT ON SITE AT ALL TIMES LL PROPOSED 4'HIGH DURING CONSTRUCTON. LL I I PERIMETER FENCE 3. ALL CONTRACTORS WILL TO THE FULLEST EXTENT PERMITTED BY O m O LAW.INDEMNIFY AND HOLD HARMLESS STONEFIELD ENGINEERING& *O DESIGN,LLC.AND IT'S SUB-CONSULTANTS FROM AND AGAINST ANY DAMAGES AND UARUTIES INCLUDING ATTORNEYS FEES ARISING OUT OF CLAIMS BY EMPLOYEES OF THE CONTRACTOR IN ADDITION n TO CLAIMS CONNECTED TO THE PROJECT AS A RESULT OF NOT LL N CARRYING THE PROPER INSURANCE FOR WORKERS COMPENSATION, J LIABILITY INSURANCE, AND LIMITS OF COMMERCIAL GENERAL I,LI W = LIABILITY INSURANCE. V 4. THE CONTRACTOR SHALL NOT DEVIATE FROM THE PROPOSED Q W yaj IMPROVEMENTS IDENTIFIED WITHIN THIS PLAN SET UNLESS APPROVAL 6 N PROPOSED ADA IS PROVIDED IN WRITING BY STONEFIELD ENGINEERING&DESIGN, V N Z Q PARKING SIGN AND L-C. N VAN-ACCESSIBLE SIGN I 5 W Aw. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE MEANS AND T,Y/ 6 Y METHODS OF CONSTRUCTION. Z J QQI� PROPOSED CONCRETE 6. THE CONTRACTOR SHALL NOT PERFORM ANY WORK OR CAUSE / O F-Z J Z SIDEWALK(FLUSH DISTURBANCE ON A PRIVATE PROPERTY NOT CONTROLLED BY THE �l II��PROPOSED EV WITH PAVEMENT) PROPOSED PERSON OR ENTITY WHO HAS AUTHORIZED THE WORK WITHOUT J CL N O READY PARKING I BOLLARDS(TYPICAL) PRIOR WRITTEN CONSENT FROM THE OWNER OF THE PRIVATE EL L O W W U N/F U HAUL . SPACE PROPERTY. W X O IM/1 LL O X 2t 20.0' BT ). THE CONTRACTOR IS RESPONSIBLE TO RESTORE ANY DAMAGED O0. ./ W W Y W p43 JEFFER$O(`LIMIT OF BUILDING _ UNDERMINED STRUCTURE OR SITE FEATURE THAT IS IDENTIFIED TO N a Q Y V W ABOVE(TYPICAL) - - - - - - _ 223 $ON AVE. REMAIN OR THE PLAN SET.ALL REPAIRS SHALL USE NEW MATERIALS N _ PROPOSED TO RESTORE THE FEATURE TO ITS EXISTING CONDITION AT THE Q - I DIRECTIONAL CONTRACTORS EXPENSE. PROPOSED(2)STOP AR0.0W(TYPIGL) B. CONTRACTOR IS RESPONSIBLE TO PROVIDE THE APPROPRIATE SHOP SIGNS AND STOP BAR y, I DRAWINGS,PRODUCT DATA AND OTHER REQUIRED SUBMITTALS G (TYPJ FOR REVIEW.ALS IN LAC ENGINEERING&DESIGN,L-C.WILL REVIEW ZM� �. THE SUBMITTALS IN ACCORDANCE WITH THE DESIGN INTENT AS3 FT M"A RDS ACK REFLECTED WITHIN THE PLAN SET. 9THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL f g gJ DEVICES,LATEST EDITION.3.0' 3.0' 6.5 10. THE CONTRACTOR IS REQUIRED TO PERFORM ALL WORK IN THE PROPOSED Q)DO PROPOSED ADA PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE APPROPRIATENOT ENTER SIGNS PARKICOLUMN AND AGOVERNING AUTHORITY AND SHALL BE RESPONSIBLE FOR THE MoPnoff55toNpL E3E z PROPOSED STOP PROCUREMENT OF STREET OPENING PERMITS. LICENSE NGINEFR Q SIGN AND STOP BA0. LOT INE (TYPICAL) II. THE CONTRACTOR IS REQUIRED TO RETAIN AN OSHA CERTIFIED SAFETY INSPECTOR TO BE PRESENT ON SITE AT ALL TIMES DURING 9 CONSTRUCTION&DEMOLITION ACTIVITIES. 12. SHOULD AN EMPLOYEE OF STONEFIELD DURIENGINEERING 8 DESIGN,LOC. ®STONEFIELD IS LOT CO _ _ _ _� S7.Z7 8E PRESENT ON SITE AT ANY TIME DURING AN CONSTRUCTION,IT GOES DISC.-F(JvV - --_ - - _ _ - - - -- - NOT RELIEVE THE CONTRACTOR N ANY I THE RESPONSIBILITIES __ _ _ - _ _ _ _ - _ - - _-•� $49'41'S0"W AND REQUIREMENTS LISTED IN THE NOTES WITHIN THIS PLAN SET, engineering Q1 dESIgD q 14 PROPOSED CONCRETE 24'-.I SCALE: "=20' PROJECT ID,BOS 240013 DRIVEWAY APRON JEFFERSON AVE* PROPOSED PROPOSED STOP TITLE: 6 (2 TYHCAU GRANITE CURB SIGN AND STOPRAR (TYPICAL) TO 8E REELOCATEOCATED EXISTING l3LE (PUBLIC-60' WIDE) PROPOSED PARKING SITE PLAN LOT TREES(4 TOTAL) 20' 0' 20 40' 8 GRAPHIC SCALE IN FEET DRAWING: I'•=20' C-I Z N49'12'30"E O� s f 0 h Gt I� o�of E 30 F REAR S CK 30 REAR RD SET CK N N 7°13'00"E 3.60 m d 0 _ N LAND COURT PLAN LAND COURT PLAN e� � NOT APPROVED FOR CONSTRUCTION 30489—A I I 30489—A �I� I PARCEL 653 I I PARCEL 653 a ^^,o j o 44,575 S.F.± I I 44,575 S.F.± I Lu E J E ro 'o & d E A I I I r Wv r ❑ 0 In� z _ o Z°' � _ v " C j m � I I O� Z � s sa all §0 I � - II SU-30-Single Dnl[Truck w c 00,211 oven 1.61 0fR a` 3 Overall Body HIM, 13.500R Min BdydGtlrounL Clearance BOOOk CJ Tack VWJ1i N I MaxkSrael­ing Angle(Virwal) ft 3 01.8V lz Im I I YI IV M YI IV a wo V Q V Q z m m ° to LL = W ❑I ❑ ❑I Lu 30 I; I; rl to � of to 1 0l ILL � LLI I� o LL w J J j I I I N u I V O ri a z —A Lu fZw a o 01.4o 'I I I d W I. u N/F U HAUL INC. I N/F U HAUL INC. I w X O LL� f/43 JEFFERSON AVE. I J43 JEFFERSON AVE. v _ - - - - - - - gupoSzSse4 —— IIII 0h ~® CL vN Ll �� VF wJ53 JEFFERSON AVE TD3 NT RD SAC AC fOSHUA H.KUNE P.E._ _ 112ACHUPSaEoTTS LICENSEN53936 SALEMMA FIRETRCK Ns[DF-IONAL ENGINEER 00=3 Wc, 8.333k °O�° duC 119kn� y la 3 _LOT 333Q OT CO 37.2 L okme 6.0s DISC F�, MxWhelA^0 45.0 4STONEFIELD DISC FS49-4150"W N engineeringISdedgn q SCALE: 1'=20' PROJECT ID:BOS 240013 JEFFERSON AVE. JEFFERSON AVE. TITLE: VEHICLE - - (PUBLIC-60' WIDE) (PUBLIC-60' WIDE) MOVEMENT 20' 0' 20 40' PLAN LOADING TRUCK(SU-30) FIRE TRUCK GRAPHIC SCALE IN FEET DRAWING: SCALE:I"=20' SCALE:I'=20' 1"=20' T- I 111 III Will 111 III 11 MIN MIN - -- 111 III MOM n� � � � � � I ����� t BUILDING ELEVATIONS SELF-STORAGE FACILITY 45 JEFFERSON STREET SALEK MA Profiled architectural metal panels. JULY 30, 2024 T/Roof EL.=59'-0"Maximum — Storefront framing. SIGNAGE AREA Profiled architectural metal panels. Decorative CMU. Aluminum storefront. Concrete watercourse. 4�11 NORTH ELEVATION Profiled architectural metal panels. Insulated metal panels. Decorative CMU. Concrete watercourse. WEST ELEVATION 0 4' 8' 16' 32' (3/32) Groundwork, Ltd. Architects/Planners Ph.(847)541-4151 ©2D24 www.groundworkltd.com HH31 0724 BUILDING ELEVATIONS SELF-STORAGE FACILITY 45 JEFFERSON STREET SALEM, MA JULY 30, 2024 Profiled architectural metal panels. insulated metal panels. Decorative CMU. Concrete watercourse. 0 � SOUTH ELEVATION Profiled architectural metal panels. Storefront framing. Insulated metal panels. LLL Decorative CMU. Concrete watercourse. EAST ELEVATION 0 4' 8' 16' 32' (3/32) Groundwork, Ltd. Architects/Planners Ph.(847)541-4151 ©2024 www.groundworkltd.com HH31 0724