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17 Canal Street Full Package
Page 1 of 2 Design Review Board Recommendation 17 Canal Street Design Review of Entrance Corridor Project Meeting Date: June 25, 2025 Members Present: Paul Durand, Chair, Leeann Leftwich, Catherine Miller, Elizabeth Murray, Marc Perras, Sarah Tarbet Members Absent: Kate Martin At a regular meeting of the Design Review Board (DRB), upon a motion duly made and seconded, it was unanimously voted to recommend design approval to the Planning Board of the proposed redevelopment of the project site to remove an existing timeworn commercial block/masonry structure (Sammy’s Roast Beef building) and construct a new 6-story building on a 16,000-sf footprint that will yield 96,000 sf of total gross floor area. The new building structure will include a 132-room AC Hotel by Marriott, 4,200-sf restaurant and lounge, and a 2-level valet parking garage. Referenced Plans and Documents 1. Set of plans titled ‘Proposed AC Hotel by Marriott Option A’, prepared by Opechee Construction Corporation, 11 Corporate Drive, Belmont, NH 03220, dated June 12, 2025. 2. Resubmission #1 Narrative – Planned Unit Development (PUD), prepared by Opechee Construction Corporation, 11 Corporate Drive, Belmont, NH 03220, dated June 17, 2025. 3. Exterior materials board titled ‘Proposed AC Hotel’ prepared by Opechee Construction Corporation, 11 Corporate Drive, Belmont, NH 03220. 4. Slidedeck titled ‘AC Hotel Salem Salem MA Design Review Board Meeting’, prepared by Opechee Construction Corporation, 11 Corporate Drive, Belmont, NH 03220 dated June 25, 2025. Findings 1. Masonry and Brick Detailing: The DRB appreciates the masonry and brick detailing proposed for this project. 2. Consistency with Design Guidelines and the ECOD Ordinance: This project is consistent with the city’s Commercial Design Guidelines and the tenets of the Entrance Corridor Overlay District Ordinance. For those design elements that are not consistent, the Board made the following determination: a. Relationship to Existing Context: At the initial introduction to the project, the Board noted that the proposed building seems big for the site, but recognized the PUD process with the planning board would address any size concerns. 3. Applicant Responsiveness: The Board found that the applicant was responsive to its comments and appreciated the design team’s continued efforts to move the design forward and incorporate both member and public feedback. Design Recommendations The DRB offers the following recommendations for the Planning Board’s consideration: 1. Option A: The Board prefers Option A with application of the tinted glass to the second-floor windows. The tinted glass application will be on the first and second floor windows. 2. Signage at Canal and Pond Corner: The applicant shall adjust the wall sign on the Canal Street and Pond Street corner façade to be a size of 5’ x 5’ to match the adjacent Canal Street façade wall sign. The Page 2 of 2 placement of the wall sign on the Canal and Pond Street corner façade shall be adjusted to align with the height of the adjacent Canal Street façade wall sign. 3. Entry Canopy: The Board approves of the proposed entry canopy, which accounts for a lighter gray material section above and offset from the charcoal canopy. The lighter gray section denotes the pedestrian entry to the building. Signature of the DRB By the signature below, I certify that this recommendation accurately reflects the actions of the Design Review Board. __________________________________ ____________ Paul Durand Date Chair 6-30-25 June 17th, 2025 Salem Planning Board c/o Planning and Community Development Salem City Hall, 93 Washington Street, Salem, MA 01970 RE: Resubmission #1 Narrative - Planned Unit Development (PUD) Owner/Applicant: Canal Area LLC Developers: The DeNunzio Group & Maine Course Hospitality Project address: 17 Canal Street Parcel ID: 34-0301-0 Zoning Districts: Downtown Central Development (B-5) Entrance Corridor Overlay District (ECOD) Dear Planning Board Chair and Members: On behalf of the developers, Opechee Construction is pleased to resubmit documents to address verbal comments received from the Design Review Board (DRB) at the May 28th meeting and written comments from the engineering department dated May 8th, 2025. Please see the following pages for our responses. Enclosed please find the following: 1. Exterior Building Renderings, Options A, B, C 2. A Full Set of Civil and Landscaping Plans 3. Photographs: Existing trees, existing water services, existing gas services Document - Page 2 of 10 Architectural Updates: The Design Review Board (DRB) at the May 28th meeting requested that the development team present alternative options for the treatment of the second-floor parking area windows. The attached 3 rendering options will be presented to the DRB on June 25th with the anticipation that one of the options will be identified as the preferred treatment to the second -floor parking area windows. Summary of the 3 options are as follows: Option A: The second-floor windows at vehicular parking areas will match the guestroom windows above. These windows would also utilize interior window treatments to match the guestrooms to better screen visibility of vehicles from street level. It is proposed that the first-floor windows will receive tinted glazing while level two & guestroom windows above the first floor would receive clear glazing. Option B: The second-floor windows at the vehicular parking areas will have window sizes to match the first-floor windows with charcoal gray metal panels below the window sills to match the first- floor parking area window treatment. In this option it is proposed th at these first & second floor windows will receive tinted glazing while guestroom windows above these two floors would receive clear glazing. Option C: The second-floor windows at the vehicular parking areas will have window sizes to match the first-floor windows but will have charcoal gray metal panels both above & below the windows. In this option it is proposed that these first & second floor windows will receive tinted glazing while guestroom windows above these two floors would receive clear glazing. Summary of other revisions: • The canopy support tension rods have now been positioned above the gray masonry with a larger attachment plate that is surface mounted to the brick masonry in response to Planning Board comments at the May 15th meeting. • The site & building signage has been incorporated into the exterior renderings that were presented to the DRB at the May 28th Meeting. • The sidewalk was added to the Pond Street view. Document - Page 3 of 10 Engineering updates: Below is a summary (generated from the official comments) of the tasks necessary to satisfy the comments: ➢ Blue responses are action items with this submittal ➢ Red responses are requests to make the task a condition of planning board approval 1. Licensed plumber to locate & identify all water lines. Civil to include on plans. Note #1, C-104. Condition prior to demo permit. 2. Licensed plumber to locate & identify all sewer lines (including dye testing). Civil to include on plans. Note #9, C-104. Condition prior to demo permit. 3. Licensed plumber to locate & identify all drain lines (including dye testing). Civil to include on plans. Note #12, C-104. Condition prior to demo permit. 4. CCTV sewer and drainage pipes as required by the city. Clean as necessary. Civil to review inspection reports and provide opinion on pipe capacity and conditions. Civil to adjust drainage report as necessary. Condition prior to demo permit. 5. Add existing water service removal note to the plan. Plan Label, C-101; Note #2, C-104 6. Add existing sewer service removal note to the plan. Plan Label, C-101; Note #10, C-104 7. Add existing gas service removal note to the plan. Plan Label, C-101 & C-104 8. Perform hydrant flow test. The test was performed on Pond Street. Another test is necessary. Condition prior to foundation permit. 9. Provide engineering calcs for the domestic water verifying municipal capacity. Condition prior to foundation permit. 10. Provide engineering calcs for the sprinkler system verifying municipal capacity & service size. Condition prior to foundation permit. 11. Confirm irrigation will be used. Irrigation will be used. 12. Provide plumbing plans to verify the following: Condition prior to building permit. • Water meter location • Backflow prevention devices; including irrigation • Roof drains discharge location • Sump pump discharge location 13. Provide roof plans Condition prior to building permit. 14. Pond Street hydrant to be new and not reused. Hydrant Detail, C-503 Document - Page 4 of 10 15. Plumber/F.P. Engineer verify backflow prevention devices & provide submittals with permit fee. Condition prior to building permit. 16. Incorporate triple valve water service connection to municipal system. The Pond St. water main will be upgraded to 8-inch from the Washington Street 12-inch main. A triple valve configuration is proposed on C-104. 17. Revise plan to reinforce 18-inch water-sewer separation. Plan Label, C-104. 18. Confirm gas and electrical service connections and additional information on conduits. A Electric & Communication Ductbank detail has been added to Sheet C-503. 19. Provide additional information on stormwater management system. See the responses to comments below. 20. Provide additional information on the drainage alteration permit. Condition prior to a building permit. 21. Owner to provide signed illicit discharge statement. Condition prior to a building permit. 22. Owner to provide O&M requirements indeed/trust documentation Condition prior to a building permit. 23. Add note regarding engineering signoff demo permit before building permit. Note #28 has been added to Sheet C-101. 24. Clarify proposed curb cuts and compliance with Salem standards. We have added dimensions to the curb cuts on Sheet C-102. 25. Add sidewalk along Pond Street. We have added a sidewalk and also kept the bulb-out for the hydrant. 26. Address the 5 trees being removed in the response letter. All five (5) trees will be replaced by a comprehensive landscape design. See photos provided. 27. Clarify erosion control. Tubular sediment barrier and silt sacks were added. Also, a dewatering note #29 on Sheet C-101 28. Add notes regarding temporary water for construction use. Please see the note regarding the temp. water source on Sheet C-101, note #27. 29. As-built requirements. Condition prior to certificate of occupancy. Document - Page 5 of 10 Responses to Engineering Comments Received, Dated 05/08/25 ➢ Blue responses are action items with this submittal ➢ Red responses are requests to make the task a condition of planning board approval Water - Existing: Comment 1.A.I.a.: (licensed plumber water inspection) • Please see a note for this requirement on Sheet C-104 under “City of Salem Notes”, note #1. • An underground locator was retained to locate the existing water services. See provided photos. • We request this task be made as a condition of planning board approval prior to a demolition permit. Comment 1.A.I.b.: (demo water cut & capped at main & 4-foot spool piece) • A note for this requirement is on Sheet C-104 under “City of Salem Notes”, #2. • Existing water services are shown with plan label that includes a 4-foot spool piece. See Sheet C-101 & C-104 Comment 1.A.I.c.: (existing water demand peak flows) • No response necessary. Water - Proposed: Comment 1.A.II.a.: (engineer letter stating adequate capacity) • A hydrant flow test was performed on Pond Street and the test results did not confirm adequate flow and pressure for the proposed hotel. Thus, we will be testing the Washington Street main soon. • We request this task be made as a condition of planning board approval prior to a foundation permit. Comment 1.A.II.b.: (proposed water demand peak flows) • No response necessary. Comment 1.A.II.c.: (provided detailed information on the water meter location) • Plumbing plans will be provided to the city. • We request this task be made as a condition of planning board approval prior to a building permit. Comment 1.A.II.d.: (separate fire & domestic services connect to municipal main) • No response necessary. Comment 1.A.II.e.: (minimum 4-feet horizontal separation between domestic and fire services) • No response necessary. Comment 1.A.II.f.: (individual services per building connect to municipal main) • No response necessary. Comment 1.A.II.g.: (water pipe material) • No response necessary. Comment 1.A.II.h.: (minimum watermain size for extensions) • The Pond St. water main will be upgraded to 8-inch from the Washington Street 12-inch main. Comment 1.A.II.i.: (valves open right) • No response necessary. Comment 1.A.II.j: (hydrants to be Darling B62B open right) • The notes have been revised to indicate a new hydrant. Please see notes added to Sheet C-104. Also, a hydrant detail has been added to Sheet C-503, which requires the American Darling B62B open right hydrant. Comment 1.A.II.k.: (hydrants no more than 600 feet) • The notes have been revised to indicate a new hydrant. Please see notes added to Sheet C-104. Also, a hydrant detail has been added to Sheet C-503, which requires the American Darling B62B open right hydrant. Comment 1.A.II.l.: (water taps with saddle) • No response necessary. Document - Page 6 of 10 Comment 1.A.I.m.: (domestic and fire services connect to municipal main) • No response necessary. Comment 1.A.I.n.: (fire sprinkler system design required) • We request this task be made as a condition of planning board approval prior to a foundation permit. Comment 1.A.II.o.: (irrigation and backflow preventor is required) • Please see the irrigation note on Sheet L501, note #20. • Plumbing plans will be provided to the city. • We request this task be made as a condition of planning board approval prior to a building permit. Comment 1.A.II.p.: (triple valve connection) • The Pond St. water main will be upgraded to 8-inch from the Washington Street 12-inch main. • A triple valve configuration is proposed on C-104. Comment 1.A.II.q.: (backflow device required on commercial project) • Plumbing plans will be provided to the city. • We request this task be made as a condition of planning board approval prior to a building permit. Comment 1.A.II.r.: (additional backflow device certification) • Plumbing plans and required written statements will be provided to the city. • We request this task be made as a condition of planning board approval prior to a building permit. Comment 1.A.II.s.: (backflow device design data sheets) • Plumbing plans with backflow data sheets will be provided to the city. • We request this task be made as a condition of planning board approval prior to a building permit. Comment 1.A.II.t.: (backflow device testing) • Plumbing plans, fire protection plans, and backflow device specification data will be provided to the city. • We request this task be made as a condition of planning board approval prior to a building permit. Comment 1.A.II.u.: (fire supply backflow devices) • Fire protection plans will be provided to the city. • We request this task be made as a condition of planning board approval prior to a building permit. Comment 1.A.II.: (water/sewer horizontal separation) • No response necessary. Comment 1.A.II.v.: (water/sewer vertical separation) • The calculated clearance between the water and sewer (20”) was added to Sheet C-104 in a plan label. Comment 1.A.II.w.: (water/sewer separation not met) • The calculated clearance between the water and sewer (20”) was added to Sheet C-104 in a plan label. Sewer - Existing: Comment 1.B.I.a.: (licensed plumber sewer inspection) • We request this task be made as a condition of planning board approval prior to a demolition permit. Comment 1.B.I.b.: (existing sewer dye testing) • We request this task be made as a condition of planning board approval prior to a demolition permit. Comment 1.B.I.c.: (reuse of sewer) • No response necessary. Comment 1.B.I.d.: (demo sewer cut & capped at main & CCTV) • A note for this requirement is on Sheet C-104 under “City of Salem Notes”, #10. • We request this task be made as a condition of planning board approval prior to a demolition permit. Comment 1.B.I.e.: (existing sewer discharge peak flows) • No response necessary. Document - Page 7 of 10 Comment 1.B.I.f.: (drainage to sewer connection not allowed) • Plumbing plans will be provided to the city. • We request this task be made as a condition of planning board approval prior to a building permit. Sewer - Proposed: Comment 1.B.II.a.: (sewer CCTV inspections) • We request this task be made as a condition of planning board approval prior to a demolition permit. Comment 1.B.II.b.: (proposed sewer discharge peak flows) • No response necessary. Comment 1.B.II.c.: (sewer pipe materials) • No response necessary. Comment 1.B.II.d.: (individual service connections to city sewer main) • No response necessary. Comment 1.B.II.e.: (illicit discharges) • Plumbing plans will be provided to the city. • We request this be made a condition of planning board approval and th at the signed statement is provided prior to a building permit. Comment 1.B.II.f.: (drainage to sewer connection not allowed) • No response necessary. Comment 1.B.II.g.: (public sewer structures to have inhibit floatation) • No response necessary. Other Utilities - Existing: Comment 1.C.I.a.: (existing gas, elec, telecom locations and specifications) • A note to cut and cap the gas line at the main has been added to Sheet C-101 and C-104. Other Utilities - Proposed: Comment 1.C.II.a.: (proposed gas, elec, telecom locations and specifications) • The electric service will come overhead from an existing pole at the Canal/Pond Street intersection. A new service pole with riser will be set onsite and the primary power will be installed underground to the proposed transformer. See conduit detail added to Sheet C-503. • The telephone service will be brought underground from a manhole in the Canal Street sidewalk located at the northerly property corner. • The cable service will be brought underground from a pole in the Canal Street sidewalk located at the northerly property corner. See conduit detail added to Sheet C-503. • There will be no new gas service to the proposed all-electric building. The existing gas service will be cut and capped at the main as requested. See Sheet C-101 and C-104 for removal plan labels. See photos provided. Comment 1.C.II.b.: (new telecom & electrical infrastructure to petition city council) • At this time, there is no proposal to upgrade any electrical or telecommunications infrastructure within City right-of-way. As the project progresses, if that changes, we will revisit this requirement. Comment 1.C.II.c.: (structures to be H-20 rated) • No response necessary. Document - Page 8 of 10 Stormwater/Drainage - Existing: Comment 2.A.I.a.: (licensed plumber drainage inspection) • We request this task be made as a condition of planning board approval prior to a demolition permit. Comment 2.A.I.b.: (existing drainage dye testing) • We request this task be made as a condition of planning board approval prior to a demolition permit. Comment 2.A.I.c.: (reuse of drainage and CCTV inspections) • A plumbing plan will be provided to the city. • We request this task be made as a condition of planning board approval prior to a demolition permit. Comment 2.A.I.d.: (demo drainage cut & capped at main) • We request this task be made as a condition of planning board approval prior to a demolition permit. Stormwater/Drainage - Proposed: Comment 2.A.II.a.: (Mass Stormwater Handbook Checklist & Report) • No response necessary. Comment 2.A.II.b.: (soil investigations) • No response necessary. Comment 2.A.II.c.: (drainage calculations be provided) • We request this task be made as a condition of planning board approval prior to a demolition permit. • Following the investigation, the drainage report will be revised accordingly and resubmitted to the city . Comment 2.A.II.d.: (0.8-inch recharge for redevelopment and CCTV of existing drainage) • Permeable pavers have an infiltration rate range of 300 in/hour to 1,000 in/hour. Regarding the sub -base layers, we have added a note stating that all sub-base layers shall have an infiltration rate of at least 10 in/hour. See Sheet L-503, detail #1. • The project is a redevelopment whereas there’s a significant decrease in impervious area and an increase in landscaping. With that said, the project is compliant with the required 0.8-inch runoff recharge depth for redevelopment, as discussed during our preliminary meeting discussion with the engineering department. Please see the drainage report for a supporting narrative. • Related to CCTV of the city drainage infrastructure, we request this task be made as a condition of planning board approval prior to a demolition permit. Following the investigation, a letter from an engineer will be provided to the city indicated the findings/condition of infrastructure observed. Comment 2.A.II.e.: (MS4 requirements; 80% TSS) • The brick walk portion of subcatchment P3 flows southwest away from the building to the permeable pavers. Subcatchment P4 and P2 are landscape areas which flow to Canal Street, if any runoff. Landscape areas do not generate TSS and do not require treatment. Comment 2.A.II.f.: (connection to catch basins not allowed) • No response necessary. Comment 2.A.II.g.: (storm discharge to city property not allowed) • Plumbing plans will be provided to the city and we request this task be made a condition of planning board approval prior to a building permit. • Subcatchments P-2 and P-4 are landscape areas that flow directly to Canal Street. These subcatchments are 1,863 square feet and 1,292 square feet, respectively These two subcatchments are shown on the proposed watershed plan and modeled in the HydroCAD report. The runoff from P-2 and P-4 is de minimis and there is no increase in runoff to Canal Street due to the redevelopment of the site. Comment 2.A.II.h.: (storm drainage to city sewer not allowed) • No response necessary. Document - Page 9 of 10 Comment 2.A.II.i.: (public drainage structures to have inhibit floatation) • No response necessary. Comment 2.A.II.j.: (O&M plan; also included deed/trust) • We request this task be made as a condition of planning board approval prior to a certificate of occupancy. Stormwater/Drainage - Grading: Comment 2.B.I.: (drainage alteration permit) • We request this task be made as a condition of planning board approval prior to a building permit. Provide a site layout and materials plan Comment 3.A.: (no building permit without demo signoff) • Note #28 has been added to Sheet C-101. Comment 3.B.: (connection to city sidewalks/roads) • The maximum allowed curb cut in a business/industrial district is 30 feet. All proposed curb cuts are less than the maximum. The curbing for the entrances follows City of Salem standards - see Sheet C-501, details #10 and #11 for driveway apron details. Sheet C-102 has been revised to include width dimensions for the curb cuts. • A sidewalk has been added along Pond Street (See sheet C-102). Comment 3.C.: (concrete sidewalks and cross slopes) • A sidewalk has been added along Pond Street (See sheet C-102). Comment 3.D.: (public tree removal) • There will be five (5) public trees total removed as part of the project. Two trees are within tree wells in the Canal Street sidewalk and three (3) trees are just off Pond Street near Kenney Court. All five (5) trees are small and will be replaced by a comprehensive landscape design. • Photographs of the trees have been provided. Comment 3.E.: (tree drip line excavations) • Plan labels have been added to Sheet L-101 for the three (3) trees along Pond Street, in addition to the Canal Street trees. • Photographs of the trees have been provided. Comment 3.F.: (entry & exit provisions, curb & drainage) • We have added dimensions to the curb cuts on Sheet C-102. Comment 3.G.: (parking lot impervious setback) • No response necessary. Comment 3.H.: (curb cut minimum and maximum widths) • We have added dimensions to the curb cuts on Sheet C-102. Comment 3.I.: (building & parking dimensions) • No response necessary. Comment 3.J.: (snow storage) • No response necessary. Document - Page 10 of 10 Provide an erosion control plan: Comment 4.A.: (erosion control and dewatering) • On Sheet C-101, tubular sediment barrier was added around the entire perimeter with the exception along the Kenney Court retaining wall. The tubular barrier down Pond Street will direct the street runoff on its original path and prevent runoff from entering the construction site. • On Sheet C-101, tubular sediment barrier was added around the entire perimeter of the stockpile. • Minimal dewatering, if any, is anticipated as groundwater level was found 14.5 feet below ground surface during geotechnical explorations. As it relates to designating a dewatering area, that coordination will be left to the general contractor given the compact construction site. Thus, we’ve simply provided note #29 on Sheet C-101 stating t any dewatering activities are to remain onsite and infiltrate; no off-site discharge is allowed. Comment 4.B.: (silt sacks) • We have added silt sacks to the catch basins at the Pond Street / Canal Street intersection - see Sheet C-101. Comment 4.C.: (NPDES General Permit for dewatering and remediation Discharges DRGP) • No response necessary. Temporary water for construction use: Comment 5.A.: (source of water) • Please see the note regarding the temp. water source on Sheet C-101, note #27. Comment 5.B.: (temp hydrant duration) • Please see the note regarding the duration of use of temp. water source on Sheet C-101, note #27. Comment 5.C.: (required backflow preventor and meter) • Please see the note regarding the temp. water source on Sheet C-101, note #27. Comment 5.D.: (detailed sketch) • No response necessary. Record Drawing/As-built requirements: Comment 6.A.: (civil design engineer/electronic files) • We request this task be made as a condition of planning board approval prior to a certificate of occupancy. Comment 6.B.: (tie cards) • We request this task be made as a condition of planning board approval prior to a certificate of occupancy. Comment 6.C.: (certified letter stamped) • We request this task be made as a condition of planning board approval prior to a certificate of occupancy. As we continue to maneuver through the review process with the city staff, the Design Review Board and the Planning Board, please do not hesitate to ask any questions. Thank you! Sincerely, David Sherborne, V.P. & Architect Barry Stowe, Civil Design Manager POND STCANAL ST MARGIN ST W A S H I N G T O N S T W A S H I N G T O N S T L A F A Y E T T E S T NO R T H © C o p y r i g h t 2 0 2 4 O p e c h e e C o n s t r u c t i o n C o r p o r a t i o n 11 C O R P O R A T E D R I V E B E L M O N T N H 0 3 2 2 0 PH O N E ( 6 0 3 ) 5 2 7 - 9 0 9 0 W W W . O P E C H E E . C O M OP E C H E E CO N S T R U C T I O N C O R P O R A T I O N [ s t a m p ] IS S U E D : Project Architect: Drawn by: sheet number: Revised by: RE V I S I O N : 6/ 1 2 / 2 0 2 5 1 0 : 4 5 : 2 7 A M PR O P O S E D A C H O T E L B Y MA R R I O T T Sa l e m , M A DLS RTC A3.03 EXTERIOR RENDERING 02 - 2 0 - 2 5 S I T E P L A N A P P L I C A T I O N 04 - 0 8 - 2 5 S I T E P L A N R E S U B M I S S I O N 05 - 0 6 - 2 5 S I T E P L A N R E S U B M I S S I O N VIEW FROM CANAL STREET 06 - 1 7 - 2 5 S I T E P L A N R E S U B M I S S I O N .AB OPTION A POND STCANAL ST MARGIN ST W A S H I N G T O N S T W A S H I N G T O N S T L A F A Y E T T E S T NO R T H © C o p y r i g h t 2 0 2 4 O p e c h e e C o n s t r u c t i o n C o r p o r a t i o n 11 C O R P O R A T E D R I V E B E L M O N T N H 0 3 2 2 0 PH O N E ( 6 0 3 ) 5 2 7 - 9 0 9 0 W W W . O P E C H E E . C O M OP E C H E E CO N S T R U C T I O N C O R P O R A T I O N [ s t a m p ] IS S U E D : Project Architect: Drawn by: sheet number: Revised by: RE V I S I O N : 6/ 1 2 / 2 0 2 5 1 0 : 5 5 : 3 0 A M PR O P O S E D A C H O T E L B Y MA R R I O T T Sa l e m , M A DLS RTC A3.04 EXTERIOR RENDERING 02 - 2 0 - 2 5 S I T E P L A N A P P L I C A T I O N 04 - 0 8 - 2 5 S I T E P L A N R E S U B M I S S I O N 05 - 0 6 - 2 5 S I T E P L A N R E S U B M I S S I O N VIEW FROM WASHINGTON & CANAL STREET INTERSECTION 06 - 1 7 - 2 5 S I T E P L A N R E S U B M I S S I O N .AB OPTION A POND STCANAL ST MARGIN ST W A S H I N G T O N S T W A S H I N G T O N S T L A F A Y E T T E S T NO R T H © C o p y r i g h t 2 0 2 4 O p e c h e e C o n s t r u c t i o n C o r p o r a t i o n 11 C O R P O R A T E D R I V E B E L M O N T N H 0 3 2 2 0 PH O N E ( 6 0 3 ) 5 2 7 - 9 0 9 0 W W W . O P E C H E E . C O M OP E C H E E CO N S T R U C T I O N C O R P O R A T I O N [ s t a m p ] IS S U E D : Project Architect: Drawn by: sheet number: Revised by: RE V I S I O N : 6/ 1 2 / 2 0 2 5 1 1 : 0 9 : 2 2 A M PR O P O S E D A C H O T E L B Y MA R R I O T T Sa l e m , M A DLS RTC A3.05 EXTERIOR RENDERING 02 - 2 0 - 2 5 S I T E P L A N A P P L I C A T I O N 04 - 0 8 - 2 5 S I T E P L A N R E S U B M I S S I O N 05 - 0 6 - 2 5 S I T E P L A N R E S U B M I S S I O N 05 - 2 8 - 2 5 D E S I G N R E V I E W B O A R D VIEW FROM POND STREET 06 - 1 7 - 2 5 S I T E P L A N R E S U B M I S S I O N .AB OPTION A POND STCANAL ST MARGIN ST W A S H I N G T O N S T W A S H I N G T O N S T L A F A Y E T T E S T NO R T H © C o p y r i g h t 2 0 2 4 O p e c h e e C o n s t r u c t i o n C o r p o r a t i o n 11 C O R P O R A T E D R I V E B E L M O N T N H 0 3 2 2 0 PH O N E ( 6 0 3 ) 5 2 7 - 9 0 9 0 W W W . O P E C H E E . C O M OP E C H E E CO N S T R U C T I O N C O R P O R A T I O N [ s t a m p ] IS S U E D : Project Architect: Drawn by: sheet number: Revised by: RE V I S I O N : 6/ 1 2 / 2 0 2 5 1 1 : 1 7 : 3 0 A M PR O P O S E D A C H O T E L B Y MA R R I O T T Sa l e m , M A DLS RTC A3.06 EXTERIOR RENDERING 02 - 2 0 - 2 5 S I T E P L A N A P P L I C A T I O N 04 - 0 8 - 2 5 S I T E P L A N R E S U B M I S S I O N 05 - 0 6 - 2 5 S I T E P L A N R E S U B M I S S I O N VIEW FROM CANAL & POND STREET INTERSECTION 06 - 1 7 - 2 5 S I T E P L A N R E S U B M I S S I O N .AB OPTION A © C o p y r i g h t 2 0 2 4 O p e c h e e C o n s t r u c t i o n C o r p o r a t i o n 11 C O R P O R A T E D R I V E B E L M O N T N H 0 3 2 2 0 PH O N E ( 6 0 3 ) 5 2 7 - 9 0 9 0 W W W . O P E C H E E . C O M OP E C H E E CO N S T R U C T I O N C O R P O R A T I O N [ s t a m p ] IS S U E D : Project Architect: Drawn by: sheet number: Revised by: RE V I S I O N : 6/ 1 2 / 2 0 2 5 1 1 : 2 8 : 0 9 A M PR O P O S E D A C H O T E L B Y MA R R I O T T Sa l e m , M A DLS RTC A3.07 EXTERIOR RENDERING 06 - 1 7 - 2 5 S I T E P L A N R E S U B M I S S I O N .AB OPTION A G G G G POND S T R E E T KE N N E Y C O U R T CANAL STREET PREPARED BY: G G G G G OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OH W CANAL STRE E T POND S T R E E T W A S H I N G T O N S T R E E T O H W O H W OHW OHW OHW OHW OHW OHW OHW OHW KE N N E Y C O U R T M I L L S T R E E T N W E G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G T T T T T T T T T T T T T T T T T T T T T T T T T T T E E W W W W W W W W W W W W W W W W W W W W W W W W W E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E S S S S S S S S S S S S S S S S S S S S S S S D D D D D D D D D D D D W W W W W W W W W W W W W W W W W W W W W S S D D D D D D D D D D D D D D D D D D D D M I L L S T R E E T SITE PLAN OF LAND LOCATED AT 1 & 17 CANAL STREET & 1 & 8 POND STREET SALEM, MA FIELD: DRAFT: CHECK: SRB SRB GCC JOB #24-00293 200 40 DATE:04/12/24 PREPARED FOR: TDG - THE DENUNZIO GROUP 231 WASHINGTON STREET SALEM, MA 01970 REFERENCES: DEED: BK 15352, PG 301 (6-8 POND ST) BK 32765, PG 203 (1 CANAL ST) BK 41543, PG 387 (17 CANAL ST) PLAN: BK 309, PG 19 BK 806, PG 196 BK 87, PG 21 BK 96, PG 31 BK 1936, PG 1 BK 1945, PG 363 BK 2331, PG 1 BK 2313, PG 289 BK 2293, PG 1 BK 2289, PG 527 BK 2277, PG 1 BK 39173, PG 61 PL 362 OF 1960 UNIT C-4 SHIPWAY PLACE CHARLESTOWN, MA 02129 (617) 242-1313 BOSTON SURVEY, INC. 60 DATE: APRIL 12, 2024 SCALE: 1.0 INCH = 20.0 FEET INSET A SCALE: 1" = 20' POTENTIAL ENCROACHMENTS: A.OVERHEAD WIRE CROSSING BOUNDARY B.STONE AND CEMENT RETAINING WALL CROSSING BOUNDARY C.STAIRS CROSSING INTO KENNEY COURT D.WALK CROSSING INTO CANAL STREET SEE INSET A I CERTIFY THAT THIS PLAN WAS MADE FROM AN INSTRUMENT SURVEY ON THE GROUND ON THE DATE OF APRIL 6, 2024 AND ALL STRUCTURES ARE LOCATED AS SHOWN HEREON. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M.A.) MAPS, THE MAJOR IMPROVEMENTS ON THIS PROPERTY FALL IN AN AREA DESIGNATED AS ZONE:X - SHADED COMMUNITY PANEL:25009C0419G EFFECTIVE DATE:JULY 3, 2012 REVISED DATE:JULY 16, 2014 NOTE: 1. AMBIGUITY EXISTS BETWEEN THE LOCATION OF KENNEY COURT (AKA KENNEY PLACE), PARCEL 2 DESCRIBED IN DEED BOOK 41543, PAGE 387, AND PARCEL 4 DESCRIBED IN DEED BOOK 32765, PAGE 203. DISTANCES HELD AS DESCRIBED IN DEED BOOK 32765, PAGE 203 AS THEY WERE MORE ALIGNED WITH OCCUPATION AND MONUMENTS RECOVERED AND DESCRIBED IN OTHER PLANS AND DOCUMENTS. FURTHERMORE, TWO PORTIONS OF KENNEY COURT WERE CONVEYED VIA RECIPROCAL INSTRUMENTS TO AND FROM EULALIE R. & HENRY R. GAGNON AND EDWIN M. CONNERS. SEE DEED BOOK 5475, PG 597-596 . NO INSTRUMENT WAS RECOVERED FOR THE EXTINGUISHMENT OF KENNEY COURT AS A PRIVATE WAY. RIGHTS MAY STILL EXIST AS ORIGINALLY DESCRIBED IN DEED BOOK 695, PAGE 234. 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BRICK VENEER - MORIN OLD PORT FULL BLEND RANGE 01A - MORTAR AT BRICK VENEER - SPEC MIX SM350 - SUEDE 02 - MASONRY VENEER - ARRISCRAFT RENAISSANCE - COLOR CARBON - SMOOTH FACE 02A - MORTAR AT MASONRY VENEER - SPEC MIX SM750 - SILVERTONE 03 - WINDOW & DOOR FRAMES - MATCH KAWNEER 392X316 PERMAFLUOR CHARCOAL 04 - SMOOTH PANEL - ALUMINUM COMPOSITE MATERIAL - REYNOBOND - COLOR CHARCAOL 05 - SMOOTH PANEL - ALUMINUM COMPOSITE MATERIAL - ALPOLIC - COLOR AGT GREY 06 - CLEAR GLASS - TYPICAL WINDOW & STOREFRONT GLAZING - VITRO SOLARBAN 60 CLEAR 07 - TINTED GLASS - LOWER LEVEL PARKING GLAZING - VITRO - VITRO SOLARBAN 70 W/ SOLARGRAY 01 02 0405 03 01A 02A 01 02 03 04 05 June 18, 2025 NO LONGER USED 06 07 07 06 06 03