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266 CANAL STREET 50% Design Drawings MEMORANDUM TO: Members of the Planning Board FROM: Paul Durand, Chair, Design Review Board SUBJECT: Summary of DRB Review of 50% Design Drawings for 266 Canal Street DATE: April 25, 2024 CC: Tom Daniel, AICP, Director, Dept. of Planning & Community Development, Amanda Chiancola, AICP, Deputy Director, Robyn Lee, Planner The Design Review Board (DRB) reviewed 50% design drawings and the proposed materials for the project at 266 Canal Street at its April 24, 2024, meeting. Board members reviewed the design plans for the project in accordance with the regulations of the Entrance Corridor Overlay District and compared them to the previously reviewed elevation plans. During this review, as was the case throughout the previous design review process, the applicant, represented by Icon Architecture and Halvorson Tighe & Bond Studio, was professional, respectful, open to design suggestions, and amenable to altering the design to meet Board concerns. The design, its materiality, and site elements together create a cohesive project that continues to be an appropriate addition to Canal Street. Referenced Plans and Documents 1. Plan Set titled ‘Residences at Canal Street’ prepared by Icon Architecture, 101 Summer Street, Boston, MA 02110, dated March 29, 2024. 2. Cover memo describing changes made to The Residences on Canal Street, provided by Chris Koeplin, The Residences at Canal Street, LLP, dated February 12, 2024. 3. Material samples for the façade elements. DRB Review: During this review the DRB focused particular attention on the materiality and colors of the façade elements, site elements, and the pedestrian experience as one would navigate to the amenity areas. While there are some elements that Board members believe need to be further investigated and refined, the project design continues to evolve while preserving the design intent and meeting project goals of affordable housing creation and sustainable development. DRB Findings • Board members found that the proposed changes were relatively minor in nature and did not significantly alter the overall visual presentation of the structures. • Board members found that while the project designs are progressing in a positive direction, there were some site elements that they would like to see further developed and some of the façade colors reconsidered. DRB Recommendation: The Board voted unanimously to recommend approval of the proposed changes with the following recommendations for your consideration: 1. Pool Fencing: The plans show a vinyl panel fence around the pool. While the Board appreciates Page 2 of 2 the fence design that will provide privacy to the pool users, the Board would like to see the vinyl replaced by wood. The fencing around the pool and around the trash area should be similar if not identical in design and material. 2. Crosswalks: The two crosswalks that lead from the four residential areas to the pool should be as significant as other crosswalks on the site. The Board is concerned with pedestrian/resident safety in this area. 3. ADA Compliance: The applicant should confirm that the seating area between the buildings has steps/stadium seats that meet code. To: Mr. Paul Durand, Chair, Salem Design Review Board From: Chris Koeplin, for The Residences on Canal Street, LLP (Owner) Date: February 12, 2024 RE: Plan Changes from 12/20/23 Recommendation, Building Permit Procurement This project was last reviewed by the DRB at its 12/20/23 hearing at which time the board made a unanimous recommendation to the planning board with several conditions. The filing today reflects our request for DRB to approve the plans and materials in order to procure a building permit. The enclosed plans and material represent advancement of the plans between the reference 12/20/23 DRB hearing, through Planning Board approval on 2/15/24, and up to the latest building permit set of drawings now dated 3/29/24 “Conformed Set”. Along with this cover memo and associated plans/drawings, we have also delivered material samples. Please note, Building ID’s have been changed from A/B/C/D/E to 1/2/3/4/5 respectively. SITE & LANDSCAPE REVSIONS (since 12/20/23) 1. Pool changes a. Pool was reduced in size (eliminated the shallow chaise-lounge feature) to allow space for enhanced/supplemental tree and shrub plantings to buffer adjacent drive lane. Added two more trees to pool area. b. Pool fence is wood/opaque/privacy now with gates c. Grill station at pool now shown. 2. Pedestrian flow changes a. Introduces new pathway for simple/cohesive pedestrian flow from the east and south side of Building C connecting to waste management and sunken park amenity. b. Added unit paver apron to garage entry of Building C for enhanced pedestrian safety c. Added crosswalk south of Building B to connect Boulevard East pedestrians to Building A 3. ‘Amphitheater’ changes a. Modified relationship of building to site such that exposed concrete reduced and modified concrete to have decorative recesses and board formed texture b. Modify number of parking spaces between Buildings C&E from 5 to 4 to increase pedestrian use areas. 4. North Railway Connector ‘Boardwalk’ changes a. Modified guardrail at rail trail to be reduced in length adjacent to trail to eliminate potential safety hazard for bikers b. Added supplemental tree planting between rail trail and Rosies Pond c. Added interpretive signage on boardwalk 5. Open Space Area a. Added interpretive panel at open space southwest of Building C (noted on Materials Plans) 6. Planting and Lighting Plans a. Coordination/refinement of tree planting in areas between the 4 main buildings b. Coordinated lighting with plans. c. Eliminate trees north of north parking lot. Inadequate space and mature trees beyond. d. Added trees on Kimball Rd. ARCHITECTURAL REVISIONS (since 12/20/23) The applicant has made plan modifications per the DRB 12/20/23 recommendations in addition to the following changes largely as a result of subsequent Planning Board comments through 2/15/20: 1. Modified Building A ground floor glass for additional glazing area. Added windows facing east to upper two levels above the main signage/entry feature. 2. Changed window and siding configurations on Buildings B/C/D/E all north and south elevations to differentiate upper story. Changed typical mull window configuration to single windows at the request of DRB and Planning Board. 3. Expanded the public art areas on Building A, now showing in rendering form. 4. General - changed architectural block colors at garage/base to eliminate the angled visual design. 5. Introduced vertical channel within the clapboard siding material at the upper areas of Buildings B/C/D/E. The channel detail is coordinated with window layouts. 6. General – dark stair tower paneling is visually coordinated with base block to increase emphasis on this vertical element. 7. Added 12” of façade height to Building A 8. Added door to bike room on Canal St side of Building A Design Review Board Recommendations (12/20/23) Applicant Response thereto The DRB offers the following recommendations for the Planning Board’s consideration: 1. Pool Access and Screening: a. Access: The applicant shall consider allowing pool access from Building A only, with no access from outside. If exterior access to the pool area is desired, the applicant shall ensure that the pedestrian zone/crosswalk is made more prominent than the vehicular circulation in the parking lot. Additionally, the applicant shall consider how the pool area will remain safe and accessible only to residents and their guests. A swing gate has been added to the south end of the pool perimeter fence and believed to be necessary, if for anything, emergency access. b. Screening: The applicant shall consider installing a solid fence around the pool area. This will not only provide privacy for the pool users, but also visually screen the amenity from Canal Street. Solid fencing has been proposed around the pool. 2. Amphitheater: a. Additional Amenities: This newly proposed outdoor area is an attractive amenity for the residents. While it will be a pleasant passive recreational area, the applicant shall consider adding grills or other amenities to increase the use of the space. Grills and seating have been added to the upper portion of this area. b. Accessibility: The applicant shall investigate accessibility requirements, current and those likely to be implemented based on industry trends, with the proposed stadium seating. Consideration of the seating so that a drop off that is 30” or more has a guardrail and a drop off that is less than 30” has a ‘landing zone’ that is at least 30” wide. Icon will address this. c. Visual Aesthetic: The applicant shall create texture along the concrete wall bordering the amphitheater so that its vastness is minimized. Formwork reveals and varied block patterns have been added to these Amphitheater wall conditions. 3. Window Size and Patterns: The modifications show a simpler window pattern along all facades. Members would like the applicant to reconsider this proposed pattern and add in irregularity via the use of single windows interspersed among the double windows. This has been addressed. 4. Signage: Signs in an entrance corridor are not required to go through Design Review Board review. The DRB requests the Planning Board require the applicant to submit a sign package to the DRB for review at a regularly scheduled public meeting prior to seeking a sign permit. Signage package will be forthcoming in the future 5. Stair Tower Façade Treatment: The applicant shall carry the façade treatment on the stair towers down to grade to visually anchor the building. This has been addressed 6. Submission and Review of 50% Design Drawings: The Board would like the applicant to submit elevation, site, and landscaping plans at the 50% design stage to review the project as it progresses and understand how the design may or may not have changed. The plans and documents submitted should include the following: a. A cover memo detailing proposed changes from the approved plan set. Herein. b. A plan set(s) showing building elevations, site layout, and landscaping. The plan set should include side-by-side images of approved versus currently proposed items with ‘bubbles’ around those items that have been changed. Herein c. Plan(s) identifying exterior mechanical systems, vents, and meters and the screening of these items, as appropriate. Herein 1 LEVEL 111.2' 1 LEVEL 225.2' 1 LEVEL 337.2' 1 - B.O. STRUCT.47.3' 1 BASEMENT 10.2' 2 A-302 3' - 4 3 / 4 " 10 ' - 1 1 / 4 " 12 ' - 0 " 12 ' - 1 1 / 4 " 1' - 1 0 3 / 4 " 1' - 0 " 1.4 1.7 1.8 1.101.1 1.161.131.6 1.9 1.121.2 1 - T.O. WALL 50.7' 3 A-404 4 A-404 2 A-403 F F L F F C C FB.1 F C F FC C C C E E C E C E 9 6 5 9 9 9 2 5 9 5 5 5 5 ? 8 1 LEVEL 1.113.1' 1.5 E E E H 1.111.161 C G ESF 05 H V101A-1 ESF 02 LL 9 F F 9 B.1 B.1 B.1 9 B.1 B.1 B.1 B.1 9 B.1 B.1 6 B.1 B.1 6 C C C C B.1 B.1 FB.1 3 ? 5 11'-5 1/4"10'-2"10'-6" ESF 01.1 10 ' - 0 " CW101-1 H L4 3 4 1 A-708 B01-2ESF 07 L3 6B 14 5 5 3 3 8 14 5 6B 7 1 LEVEL 111.2' 1 LEVEL 225.2' 1 LEVEL 337.2' 1 - B.O. STRUCT.47.3' 2 A-302 10 ' - 1 1 / 4 " 12 ' - 0 " 14 ' - 0 " 1.31.41.71.81.10 1.11.15 1.61.91.12 1.2 1 - T.O. WALL50.7' 6 5 3 1 A-404 2 A-404 6 9? 9 99999998 2 F FC C L C CF F C CF C C C C F C CF C C C C FC CF F 5 5 5 9 5 8 14 1 LEVEL 1.1 13.1' 1.5 ST101B-1 1.11 1.161 C C 5 W01-1 ESF 01 V201A-1 CB01-1 H ESF 01 ST201B-1 E01-1PE01-1 MAIN01-1 7 6B U2U2U2U2 6B B.1 B.1 B.1 B.1 7' - 8 " B B L5 L1 L2 8'-1 7/8"8'-11 1/4" 8 7 99 6 5 333 ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAINROOF OVERFLOW DRAIN P01-1 3' - 4 " 3' - 4 " 1 LEVEL 111.2' 1 LEVEL 225.2' 1 LEVEL 337.2' 1 - B.O. STRUCT.47.3' 1 A-302 10 ' - 1 1 / 4 " 12 ' - 0 " 14 ' - 0 " 1.C1.D 1.A1.F 1.E 1.B 1 - T.O. WALL50.7' C C EE H H 9 9 9 8 6B H 1 LEVEL 1.113.1' E E 2 A-405 C C H 2 A-708 9.5' 2' - 0 " 1' - 0 " MASONRY SHELF STEP 6B 14 8 14 3333 ROOF OVERFLOW DRAIN 1 LEVEL 1 11.2' 1 LEVEL 225.2' 1 LEVEL 337.2' 1 - B.O. STRUCT.47.3' 1 BASEMENT10.2' 1 A-302 10 ' - 1 1 / 4 " 12 ' - 0 " 14 ' - 0 " 1' - 0 " 1.C 1.D1.A 1.F1.B 1 - T.O. WALL50.7' 1 A-405 F F C C CC F F 9 9 9 6 666 3 5 5 9 5 1 LEVEL 1.113.1' L TS101B-1 ESF 04 L L L L 5 5 ESF 03 TS101A-1 14 5 3 ROOF OVERFLOW DRAIN 1 2 3 4 5 KIMBALL R O A D SALEM RAIL TRAIL CA N A L R O A D EXTERIOR MATERIAL LEGEND 3 5 8 9GROUND FACE MASONRY UNIT - DARK BASIS OF DESIGN JANDRIS FIBER CEMENT PANEL - BLACK TO MATCH WINDOW FRAME FIBER CEMENT PLANK - 6" LAP GREY FIBER CEMENT PLANK - 6" LAP WOOD-TONE, WINCHESTER BROWN 4 GROUND FACE MASONRY UNIT - MIDTONE BASIS OF DESIGN JANDRIS 1 CAST CONCRETE - GREY 2 CAST CONCRETE - WITH FORMWORK REVEALS COLOR MATCH REGLETS AT ALL FIBER CEMENT CORNERS. THE FORWARD PLANE / PREDOMINANT COLOR OF SIDING RETURNS TO THE INSIDE CORNER, U.N.O. 7 FIBER CEMENT PLANK - 9" EXPOSURE SQUARE CHANNEL SIDING, ASPYRE - ARCTIC WHITE 14 METAL PARAPET TRIM - BLACK TO MATCH WINDOW FRAME 11 WALL-MOUNTED, ALUMINUM GUARD RAIL AT SLIDING DOOR12 ALUMINUM RAIL AT BALCONY DECK 13 FIBERGLASS WINDOWS - BLACK FRAMES 6 FIBER CEMENT PANEL - GREY 6B FIBER CEMENT PANEL - WHITE 15 VERTICAL TRIM - BLACK TO MATCH WINDOW PANEL 3B PAINTED SMOOTH FACE MASONRY UNIT - DARK GREY A ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 4/ 4 / 2 0 2 4 1 2 : 0 3 : 3 5 P M A-201 BUILDING 1 ELEVATIONS RESIDENCES AT CANAL STREET 223028 266 CANAL STREET, SALEM, MA 01970 RESIDENCES AT CANAL STREET, LLP Author Checker 3/29/2024 CONFORMED SET 1/8" = 1'-0"2 BUILDING 1 EAST ELEVATION 1/8" = 1'-0"1 BUILDING 1 WEST ELEVATION 1/8" = 1'-0"3 BUILDING 1 NORTH ELEVATION 1/8" = 1'-0"4 BUILDING 1 SOUTH ELEVATION EXTERIOR FINISH SCHEDULE MARK MANUFACTURER PRODUCT FINISH COLOR COMMENTS 5 JAMES HARDIE FIBER CEMENT PANEL IRON GREY FIBER CEMENT PANEL 6 JAMES HARDIE FIBER CEMENT PANEL PEARL GREY FIBER CEMENT PANEL 6B JAMES HARDIE FIBER CEMENT PANEL ARCTIC WHITE FIBER CEMENT PANEL 7 JAMES HARDIE FIBER CEMENT SQ. CHANNEL ARCTIC WHITE 9" EXPOSURE 8 JAMES HARDIE FIBER CEMENT LAP PEARL GREY 6" EXPOSURE 9 JAMES HARDIE FIBER CEMENT LAP WOODTONE: RUSTIC SERIES WHINCHESTER BROWN 6" EXPOSURE A NO.DATE DESCRIPTION 2/15/2024 ADDENDUM 2 2/26/2024 ADDENDUM 4 A 3/29/2024 CONFORMED SET 2 LEVEL 113.2' 2 LEVEL 225.2' 2 LEVEL 335.9' 2 LEVEL 446.5' 2 LEVEL 557.2' 2 - B.O. STRUCT. 66.3' 1 A-301 2.22.32.42.52.72.82.92.102.11 2.12.15 2.14 2.13 12 ' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 9' - 1 1 / 4 " 5 B B B B B 6B 5 9 8 9 7 F C C C FCFCCCC B CCF 5 9 B F C C C FCFCCCC B CCF F C C F CCCCC B CCF B F C C CFCCCCCCF B C F 9 5 1 A-402 2 - T.O. WALL69.7' 9 8 2 2 A-301 5 FFF F U2U2U2U2 U2U2U2U2 U2U2U2U2 2.10 FBO' 2.10 'FBO ?14 14 14 2.62.12 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 4 A-402 1 A-708 4 A-403 L01-2 L8 ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN 9 8 7 7 95 5 3 9 9 9 7 9 7 7 9 9 9 88 8 8 9 8 9 9 5 7 7 7 W01-2 E01-2 5 5 3 6B 8 8 6 6 3' - 4 " 3' - 4 " 5 5 2 LEVEL 113.2' 2 LEVEL 225.2' 2 LEVEL 335.9' 2 LEVEL 446.5' 2 LEVEL 557.2' 2 - B.O. STRUCT. 66.3' 2 BASEMENT 8.2' 1 A-301 9' - 1 1 / 4 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 12 ' - 0 " 5' - 0 " 2.2 2.3 2.4 2.5 2.7 2.8 2.9 2.10 2.112.1 2.152.13 A A A A 12CFFFCCF CFFFCCF CFFFCCF 2 - T.O. WALL69.7' 1 A-403 2 A-301 FCCFFCCCCU2 FCCFFCCCC FCCFFCCCC FCCFFCCCC A A U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 5 2.10 FBO' 2.10 'FBO 798 9 7 3 3 2 ? 14 7 9 ? 9 9 2.6 2.12 F.1 D D F.1 C C C C 3' - 4 " D L6 ROOF OVERFLOW DRAIN 9 7 ? 14 7 9 9 798 9 9 8 9 8 9 9 8 88 8 9 99 9 9 899 9 3 7 55 7 7 7 33 5 5 5 5 5 ? 3' - 4 " A A 2 LEVEL 1 13.2' 2 LEVEL 2 25.2' 2 LEVEL 3 35.9' 2 LEVEL 4 46.5' 2 LEVEL 5 57.2' 2 - B.O. STRUCT.66.3' 2 BASEMENT8.2' 2.B2.C 2.A2.D 12 ' - 6 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 12 ' - 0 " 5' - 0 " 2 A-402 3 A-402 2 - T.O. WALL69.7' U2 B.1 B.1 U2 5 U2 B.1 9 B.1 U2 5 U2 B.1 9 B.1 U2 5 U2 B.1 9 B.1 U2 5 7 14 12 12 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 7 7 7 7 P01-2 33 9 555 9 2 LEVEL 1 13.2' 2 LEVEL 2 25.2' 2 LEVEL 3 35.9' 2 LEVEL 4 46.5' 2 LEVEL 5 57.2' 2 - B.O. STRUCT.66.3' 2 BASEMENT8.2' 12 ' - 6 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 12 ' - 0 " 5' - 0 " 2.B 2.C2.A 2.D 7 F.1 B.1B.1U2 B.1B.1 B.1B.1 U2 U2 14 14 3 3 2 - T.O. WALL69.7' 3 A-403 9 9 B.1B.1 B.1B.1 B.1B.1 9 9 U2 U2 U2 F.1 CIR05A-2 44 ' - 0 " 8 7 7 55 5 7 8 73 99 2 3' - 4 " A A 3 A-713 /2 A-202 /1 A-202 /3 A-202/4 A-202 2 KIMBALL R O A D CA N A L R O A D B EXTERIOR MATERIAL LEGEND 3 5 8 9GROUND FACE MASONRY UNIT - DARK BASIS OF DESIGN JANDRIS FIBER CEMENT PANEL - BLACK TO MATCH WINDOW FRAME FIBER CEMENT PLANK - 6" LAP GREY FIBER CEMENT PLANK - 6" LAP WOOD-TONE, WINCHESTER BROWN 4 GROUND FACE MASONRY UNIT - MIDTONE BASIS OF DESIGN JANDRIS 1 CAST CONCRETE - GREY 2 CAST CONCRETE - WITH FORMWORK REVEALS COLOR MATCH REGLETS AT ALL FIBER CEMENT CORNERS. THE FORWARD PLANE / PREDOMINANT COLOR OF SIDING RETURNS TO THE INSIDE CORNER, U.N.O. 7 FIBER CEMENT PLANK - 9" EXPOSURE SQUARE CHANNEL SIDING, ASPYRE - ARCTIC WHITE 14 METAL PARAPET TRIM - BLACK TO MATCH WINDOW FRAME 11 WALL-MOUNTED, ALUMINUM GUARD RAIL AT SLIDING DOOR12 ALUMINUM RAIL AT BALCONY DECK 13 FIBERGLASS WINDOWS - BLACK FRAMES 6 FIBER CEMENT PANEL - GREY 6B FIBER CEMENT PANEL - WHITE 15 VERTICAL TRIM - BLACK TO MATCH WINDOW PANEL 3B PAINTED SMOOTH FACE MASONRY UNIT - DARK GREY A ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 4/ 4 / 2 0 2 4 1 2 : 0 3 : 5 7 P M A-202 BUILDING 2 ELEVATIONS RESIDENCES AT CANAL STREET 223028 266 CANAL STREET, SALEM, MA 01970 RESIDENCES AT CANAL STREET, LLP Author Checker 3/29/2024 CONFORMED SET 1/8" = 1'-0"1 BUILDING 2 SOUTHWEST ELEVATION 1/8" = 1'-0"2 BUILDING 2 NORTHEAST ELEVATION 1/8" = 1'-0"3 BUILDING 2 NORTHWEST ELEVATION 1/8" = 1'-0"4 BUILDING 2 SOUTHEAST ELEVATION EXTERIOR FINISH SCHEDULE MARK MANUFACTURER PRODUCT FINISH COLOR COMMENTS 5 JAMES HARDIE FIBER CEMENT PANEL IRON GREY FIBER CEMENT PANEL 6 JAMES HARDIE FIBER CEMENT PANEL PEARL GREY FIBER CEMENT PANEL 6B JAMES HARDIE FIBER CEMENT PANEL ARCTIC WHITE FIBER CEMENT PANEL 7 JAMES HARDIE FIBER CEMENT SQ. CHANNEL ARCTIC WHITE 9" EXPOSURE 8 JAMES HARDIE FIBER CEMENT LAP PEARL GREY 6" EXPOSURE 9 JAMES HARDIE FIBER CEMENT LAP WOODTONE: RUSTIC SERIES WHINCHESTER BROWN 6" EXPOSURE A NO.DATE DESCRIPTION 2/15/2024 ADDENDUM 2 A 3/29/2024 CONFORMED SET 3 LEVEL 113.2' 3 LEVEL 225.2' 3 LEVEL 335.9' 3 LEVEL 446.5' 3 LEVEL 557.2' 3 - B.O. STRUCT. 66.3' 1 A-301 9' - 1 1 / 4 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 12 ' - 0 " 3.2 3.3 3.4 3.5 3.7 3.8 3.93.1 3.153.143.10 3.11 3.13 3 - T.O. WALL69.7' 79?8 9 3 9 9 9 ? 5 3.8 FBO' 3.8 'FBO B.1 B.1 B.1 B.1 C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C F F F F B B B B F F F F F F F F F F F FF F F F B BF F F F B B B F F F FF F F F 8 9 5 5 9 5 2 14 14 14 6 3.123.6 B.1 B.1 B.1 B.1 4 A-402 1 A-708 L8 7 7 8 8 7 WALL BRACKET SUPPORT FOR CATENARY LIGHTING CABLE WALL BRACKET SUPPORT FOR CATENARY LIGHTING CABLE WALL BRACKET SUPPORT FOR CATENARY LIGHTING CABLE WALL BRACKET SUPPORT FOR CATENARY LIGHTING CABLE WALL BRACKET SUPPORT FOR CATENARY LIGHTING CABLE WALL BRACKET SUPPORT FOR CATENARY LIGHTING CABLE ROOF OVERFLOW DRAINROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN 9 6 6B 6B 6 3' - 4 " A W01-3ST201A-3 5 5 3 LEVEL 113.2' 3 LEVEL 225.2' 3 LEVEL 335.9' 3 LEVEL 446.5' 3 LEVEL 557.2' 3 - B.O. STRUCT. 66.3' 3 BASEMENT 8.2' 1 A-301 5' - 0 " 12 ' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 9' - 1 1 / 4 " 3.23.33.43.53.73.83.9 3.13.15 3.14 3.103.113.13 3 - T.O. WALL69.7' 3 FBO'3 'FBO C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C F F F F U2 U2 U2 U2U2 U2 U2 U2U2 U2 U2 U2U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 F F F F A A A A A 7 99 8 9 ? 9 ?7 3B 2 3B 8 9 3.12 3.6 A A A A 9 7 L6 A 3B 3B 14 9 9 9 7 8 2 3B 3' - 4 " 3 LEVEL 113.2' 3 LEVEL 225.2' 3 LEVEL 335.9' 3 LEVEL 446.5' 3 LEVEL 557.2' 3 - B.O. STRUCT. 66.3' 3 BASEMENT 8.2' 9' - 1 1 / 4 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 12 ' - 0 " 5' - 0 " 3.B3.C 3.A3.E 3 - T.O. WALL69.7' B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1U2 U2 U2 U2 U2 U2 U2 U2 97 2 3 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 7 55 9 9 9 7 7 7 7 5 14 5 3 LEVEL 113.2' 3 LEVEL 225.2' 3 LEVEL 335.9' 3 LEVEL 446.5' 3 LEVEL 557.2' 3 - B.O. STRUCT. 66.3' 3 BASEMENT 8.2' 9' - 1 1 / 4 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 12 ' - 0 " 5' - 0 " 3.B 3.C3.A 3.E 3 - T.O. WALL69.7' B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1U2 U2 U2 U2 U2 U2 U2 U29 97 3 3 8 14 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 3' - 4 " A 7 7 5 5 7 8 P01-3 9 KIMBALL R O A D SALEM RAIL TRAIL CA N A L R O A D /2 A-203 /1 A-203 /3 A-203/4 A-203 3 EXTERIOR MATERIAL LEGEND 3 5 8 9GROUND FACE MASONRY UNIT - DARK BASIS OF DESIGN JANDRIS FIBER CEMENT PANEL - BLACK TO MATCH WINDOW FRAME FIBER CEMENT PLANK - 6" LAP GREY FIBER CEMENT PLANK - 6" LAP WOOD-TONE, WINCHESTER BROWN 4 GROUND FACE MASONRY UNIT - MIDTONE BASIS OF DESIGN JANDRIS 1 CAST CONCRETE - GREY 2 CAST CONCRETE - WITH FORMWORK REVEALS COLOR MATCH REGLETS AT ALL FIBER CEMENT CORNERS. THE FORWARD PLANE / PREDOMINANT COLOR OF SIDING RETURNS TO THE INSIDE CORNER, U.N.O. 7 FIBER CEMENT PLANK - 9" EXPOSURE SQUARE CHANNEL SIDING, ASPYRE - ARCTIC WHITE 14 METAL PARAPET TRIM - BLACK TO MATCH WINDOW FRAME 11 WALL-MOUNTED, ALUMINUM GUARD RAIL AT SLIDING DOOR12 ALUMINUM RAIL AT BALCONY DECK 13 FIBERGLASS WINDOWS - BLACK FRAMES 6 FIBER CEMENT PANEL - GREY 6B FIBER CEMENT PANEL - WHITE 15 VERTICAL TRIM - BLACK TO MATCH WINDOW PANEL 3B PAINTED SMOOTH FACE MASONRY UNIT - DARK GREY A ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 4/ 4 / 2 0 2 4 1 2 : 0 4 : 1 4 P M A-203 BUILDING 3 ELEVATIONS RESIDENCES AT CANAL STREET 223028 266 CANAL STREET, SALEM, MA 01970 RESIDENCES AT CANAL STREET, LLP Author Checker 3/29/2024 CONFORMED SET 1/8" = 1'-0"1 BUILDING 3 NORTHEAST ELEVATION 1/8" = 1'-0"2 BUILDING 3 SOUTHWEST ELEVATION 1/8" = 1'-0"3 BUILDING 3 NORTHWEST ELEVATION 1/8" = 1'-0"4 BUILDING 3 SOUTHEAST ELEVATION EXTERIOR FINISH SCHEDULE MARK MANUFACTURER PRODUCT FINISH COLOR COMMENTS 5 JAMES HARDIE FIBER CEMENT PANEL IRON GREY FIBER CEMENT PANEL 6 JAMES HARDIE FIBER CEMENT PANEL PEARL GREY FIBER CEMENT PANEL 6B JAMES HARDIE FIBER CEMENT PANEL ARCTIC WHITE FIBER CEMENT PANEL 7 JAMES HARDIE FIBER CEMENT SQ. CHANNEL ARCTIC WHITE 9" EXPOSURE 8 JAMES HARDIE FIBER CEMENT LAP PEARL GREY 6" EXPOSURE 9 JAMES HARDIE FIBER CEMENT LAP WOODTONE: RUSTIC SERIES WHINCHESTER BROWN 6" EXPOSURE A NO.DATE DESCRIPTION 2/15/2024 ADDENDUM 2 A 3/29/2024 CONFORMED SET 4 LEVEL 1 13.2' 4 LEVEL 2 25.2' 4 LEVEL 3 35.9' 4 LEVEL 4 46.5' 4 LEVEL 5 57.2' 4 - B.O. STRUCT.66.3' 12 ' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 9' - 1 1 / 4 " 4.34.44.64.74.114.15 4.14 4.2 4.14.94.124.13 4 - T.O. WALL69.7' 7 ? 2 9 5 7 7 9 F F F F C C C C C C C C B.1 B.1 B.1 B.1 F F F F C C C C F F F F C C C C C C C C F F F F C C C C C C C C C C C C F F F F B B B B AAAA E101A-4 B A A A 9 7 9 8 7 9 14 14 14 99 9 5 4 FBO'4 'FBO B 4.54.84.10 B.1 B.1 B.1 B.1 4 A-402 B L01-4 1 A-708 L7 ROOF OVERFLOW DRAINROOF OVERFLOW DRAINROOF OVERFLOW DRAINROOF OVERFLOW DRAIN 3' - 4 " 3' - 4 " W01-4ST101A-4 5 7 3 9 9 5 7 5 5 5 5 7 ? 2 5 8 5 5 4 LEVEL 113.2' 4 LEVEL 225.2' 4 LEVEL 335.9' 4 LEVEL 446.5' 4 LEVEL 557.2' 4 - B.O. STRUCT.66.3' 4 BASEMENT8.2' 9' - 1 1 / 4 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 12 ' - 0 " 5' - 0 " 4.3 4.4 4.6 4.7 4.11 4.154.1 4.9 4.12 4.13 4 - T.O. WALL69.7' C C C C C C C C C C C C C C C C C C C C U2 U2 U2U2 U2U2 U2 U2 U2 U2 U2 U2U2U2 U2 U2 U2U2 U2 U2 9 8 9 9 2 ? 9 4 FBO'4 'FBO4.5 4.8 4.10 A A A A A A A A 8 8 8 8 77 5 ?3 5 5 9 9 9 8 7 7 7 3 2 59 7 5 7 14 3 9 9 5 5 5 5 3 555 9 9 2 14 CF C C C F F F C C C C C C C C F F F C F C C C L4 4 LEVEL 113.2' 4 LEVEL 225.2' 4 LEVEL 335.9' 4 LEVEL 446.5' 4 LEVEL 557.2' 4 - B.O. STRUCT. 66.3' 4 BASEMENT 8.2' 9' - 1 1 / 4 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 12 ' - 0 " 5' - 0 " 4.B4.C 4.A4.D 4 - T.O. WALL69.7' B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 U2 U2 U2 U2 U2 U2 U2 U2 9 97 5 2 3 14 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 7 7 ? 4 LEVEL 113.2' 4 LEVEL 225.2' 4 LEVEL 335.9' 4 LEVEL 446.5' 4 LEVEL 557.2' 4 - B.O. STRUCT. 66.3' 4 BASEMENT 8.2' 4.B 4.C4.A 4.D 9' - 1 1 / 4 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 12 ' - 0 " 5' - 0 " 14 5 4 - T.O. WALL69.7' U2 U2 U2 U2 U2 U2 U2 U2B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 7 2 ? 9 97 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 1' - 0 " ROOF OVERFLOW DRAIN P01-4 1 2 3 4 5 KIMBALL R O A D SALEM RAIL TRAIL CA N A L R O A D EXTERIOR MATERIAL LEGEND 3 5 8 9GROUND FACE MASONRY UNIT - DARK BASIS OF DESIGN JANDRIS FIBER CEMENT PANEL - BLACK TO MATCH WINDOW FRAME FIBER CEMENT PLANK - 6" LAP GREY FIBER CEMENT PLANK - 6" LAP WOOD-TONE, WINCHESTER BROWN 4 GROUND FACE MASONRY UNIT - MIDTONE BASIS OF DESIGN JANDRIS 1 CAST CONCRETE - GREY 2 CAST CONCRETE - WITH FORMWORK REVEALS COLOR MATCH REGLETS AT ALL FIBER CEMENT CORNERS. THE FORWARD PLANE / PREDOMINANT COLOR OF SIDING RETURNS TO THE INSIDE CORNER, U.N.O. 7 FIBER CEMENT PLANK - 9" EXPOSURE SQUARE CHANNEL SIDING, ASPYRE - ARCTIC WHITE 14 METAL PARAPET TRIM - BLACK TO MATCH WINDOW FRAME 11 WALL-MOUNTED, ALUMINUM GUARD RAIL AT SLIDING DOOR12 ALUMINUM RAIL AT BALCONY DECK 13 FIBERGLASS WINDOWS - BLACK FRAMES 6 FIBER CEMENT PANEL - GREY 6B FIBER CEMENT PANEL - WHITE 15 VERTICAL TRIM - BLACK TO MATCH WINDOW PANEL 3B PAINTED SMOOTH FACE MASONRY UNIT - DARK GREY A ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 4/ 4 / 2 0 2 4 1 2 : 0 4 : 3 2 P M A-204 BUILDING 4 ELEVATIONS RESIDENCES AT CANAL STREET 223028 266 CANAL STREET, SALEM, MA 01970 RESIDENCES AT CANAL STREET, LLP Author Checker 3/29/2024 CONFORMED SET 1/8" = 1'-0"1 BUILDING 4 SOUTHWEST ELEVATION 1/8" = 1'-0"2 BUILDING 4 NORTHEAST ELEVATION 1/8" = 1'-0"3 BUILDING 4 NORTHWEST ELEVATION 1/8" = 1'-0"4 BUILDING 4 SOUTHEAST ELEVATION EXTERIOR FINISH SCHEDULE MARK MANUFACTURER PRODUCT FINISH COLOR COMMENTS 5 JAMES HARDIE FIBER CEMENT PANEL IRON GREY FIBER CEMENT PANEL 6 JAMES HARDIE FIBER CEMENT PANEL PEARL GREY FIBER CEMENT PANEL 6B JAMES HARDIE FIBER CEMENT PANEL ARCTIC WHITE FIBER CEMENT PANEL 7 JAMES HARDIE FIBER CEMENT SQ. CHANNEL ARCTIC WHITE 9" EXPOSURE 8 JAMES HARDIE FIBER CEMENT LAP PEARL GREY 6" EXPOSURE 9 JAMES HARDIE FIBER CEMENT LAP WOODTONE: RUSTIC SERIES WHINCHESTER BROWN 6" EXPOSURE A NO.DATE DESCRIPTION 2/15/2024 ADDENDUM 2 A 3/29/2024 CONFORMED SET 5 LEVEL 113.2' 5 LEVEL 225.2' 5 LEVEL 335.9' 5 LEVEL 446.5' 5 LEVEL 557.2' 5 - B.O. STRUCT.66.3' 9' - 1 1 / 4 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 12 ' - 0 " 5.135.125.95.6 5.155.1 5.145.2 5.75.45.3 5 - T.O. WALL 69.7' 4 A-402 5 FBO'5 'FBO5.5 5.115.105.8 ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN F C F C CF F C C C C C B B B C C C F C F C F C F CC B ST101A-5W01-5 AAA C F FC C F C F C C C C B B B B BBL101A-5 F F B.1 B.1 B.1F F B.1 B.1 B.1 B.1 B.1 C C C C C F FC C F FC AAAA E101A-5 9 75 5 5 8 9 3 5 7 9 9 5 5 9 5 LEVEL 113.2' 5 LEVEL 225.2' 5 LEVEL 335.9' 5 LEVEL 446.5' 5 LEVEL 557.2' 5 - B.O. STRUCT. 66.3' 5 BASEMENT5.2' 8' - 0 " 12 ' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 9' - 1 1 / 4 " 5.13 5.12 5.9 5.65.15 5.15.14 5.25.7 5.4 5.3 5 - T.O. WALL69.7' 5 FBO'5 'FBO 5.55.11 5.10 5.8 A F F F C C C C C C C C C F C C A C A A U2 U2 U2 U2 U2 U2 U2 U2 C C C C A C C C C U2 U2 U2 U2 C C C C C C C C U2 U2 U2 U2 U2 U2 U2 U2 C C C C AAAA C F FC C F FC9 5 7 3 9 5 8 9 9 55 7 9 5 8 3 5.C 5.B 5.A5.D U2 U2 U2 U2 B.1 B.1 B.1 B.1 B.1 B.1 B.1B.1 B.1 B.1 B.1B.1 B.1 B.1 B.1 B.1 U2 U2 U2 U2 P01-5 55 7 9 3 5.C5.B5.A 5.D U2 U2 U2 U2 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 U2 U2 U2 U2 5 7 9 5 5 3 5 KIMBALL R O A D SALEM RAIL TRAIL CA N A L R O A D /1 A-205 /2 A-205 / 3 A- 2 0 5 / 4 A- 2 0 5 EXTERIOR MATERIAL LEGEND 3 5 8 9GROUND FACE MASONRY UNIT - DARK BASIS OF DESIGN JANDRIS FIBER CEMENT PANEL - BLACK TO MATCH WINDOW FRAME FIBER CEMENT PLANK - 6" LAP GREY FIBER CEMENT PLANK - 6" LAP WOOD-TONE, WINCHESTER BROWN 4 GROUND FACE MASONRY UNIT - MIDTONE BASIS OF DESIGN JANDRIS 1 CAST CONCRETE - GREY 2 CAST CONCRETE - WITH FORMWORK REVEALS COLOR MATCH REGLETS AT ALL FIBER CEMENT CORNERS. THE FORWARD PLANE / PREDOMINANT COLOR OF SIDING RETURNS TO THE INSIDE CORNER, U.N.O. 7 FIBER CEMENT PLANK - 9" EXPOSURE SQUARE CHANNEL SIDING, ASPYRE - ARCTIC WHITE 14 METAL PARAPET TRIM - BLACK TO MATCH WINDOW FRAME 11 WALL-MOUNTED, ALUMINUM GUARD RAIL AT SLIDING DOOR12 ALUMINUM RAIL AT BALCONY DECK 13 FIBERGLASS WINDOWS - BLACK FRAMES 6 FIBER CEMENT PANEL - GREY 6B FIBER CEMENT PANEL - WHITE 15 VERTICAL TRIM - BLACK TO MATCH WINDOW PANEL 3B PAINTED SMOOTH FACE MASONRY UNIT - DARK GREY A ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 4/ 4 / 2 0 2 4 1 2 : 0 4 : 4 6 P M A-205 BUILDING 5 ELEVATIONS RESIDENCES AT CANAL STREET 223028 266 CANAL STREET, SALEM, MA 01970 RESIDENCES AT CANAL STREET, LLP Author Checker 3/29/2024 CONFORMED SET 1/8" = 1'-0"1 BUILDING 5 NORTHEAST ELEVATION 1/8" = 1'-0"2 BUILDING 5 SOUTHWEST ELEVATION 1/8" = 1'-0"3 BUILDING 5 NORTHWEST ELEVATION 1/8" = 1'-0"4 BUILDING 5 SOUTHEAST ELEVATION EXTERIOR FINISH SCHEDULE MARK MANUFACTURER PRODUCT FINISH COLOR COMMENTS 5 JAMES HARDIE FIBER CEMENT PANEL IRON GREY FIBER CEMENT PANEL 6 JAMES HARDIE FIBER CEMENT PANEL PEARL GREY FIBER CEMENT PANEL 6B JAMES HARDIE FIBER CEMENT PANEL ARCTIC WHITE FIBER CEMENT PANEL 7 JAMES HARDIE FIBER CEMENT SQ. CHANNEL ARCTIC WHITE 9" EXPOSURE 8 JAMES HARDIE FIBER CEMENT LAP PEARL GREY 6" EXPOSURE 9 JAMES HARDIE FIBER CEMENT LAP WOODTONE: RUSTIC SERIES WHINCHESTER BROWN 6" EXPOSURE A NO.DATE DESCRIPTION 2/15/2024 ADDENDUM 2 A 3/29/2024 CONFORMED SET SUBMITTED 2024-01-23 APPROVED BY PLANNING BOARD 2/15/24 1 LEVEL 111.2' 1 LEVEL 225.2' 1 LEVEL 337.2' 1 - B.O. STRUCT.47.3' 1 BASEMENT10.2' 3' - 4 3 / 4 " 10 ' - 1 1 / 4 " 12 ' - 0 " 12 ' - 1 1 / 4 " 1' - 1 0 3 / 4 " 1' - 0 " 1 - T.O. WALL50.7' A-404 F F L F F C C FB.1 F C F FC C C C E E C E C E 9 6 5 9 9 9 2 5 9 5 5 5 5 ? 8 1 LEVEL 1.113.1' E E E H C G ESF 05 H V101A-1 ESF 02 LL 9 F F 9 B.1 B.1 B.1 9 B.1 B.1 B.1 B.1 9 B.1 B.1 6 B.1 B.1 6 C C C C B.1 B.1 FB.1 3 ? 5 11'-5 1/4"10'-2"10'-6" ESF 01.1 10 ' - 0 " CW101-1 H L4 3 4 1 A-708 B01-2ESF 07 L3 6B 14 5 5 3 3 8 14 5 6B 7 CONFORMED SET 3/29/24 BUILDING 1 (A) EAST 1 LEVEL 111.2' 1 LEVEL 225.2' 1 LEVEL 337.2' 1 - B.O. STRUCT.47.3' 10 ' - 1 1 / 4 " 12 ' - 0 " 14 ' - 0 " 1 - T.O. WALL50.7' 6 5 3 6 9? 9 99999998 F FC C L C CF F C CF C C C C F C CF C C C C FC CF F 5 5 5 9 5 8 14 1 LEVEL 1.113.1' ST101B-1 C C 5 W01-1 ESF 01 V201A-1 CB01-1 H ESF 01 ST201B-1 E01-1PE01-1 MAIN01-1 7 6B U2U2U2U2 6B B.1 B.1 B.1 B.1 7' - 8 " B B L5 L1 L2 8'-1 7/8"8'-11 1/4" 8 7 99 6 5 333 ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAINROOF OVERFLOW DRAIN P01-1 3' - 4 " 3' - 4 " SUBMITTED 2024-01-23 APPROVED BY PLANNING BOARD 2/15/24 CONFORMED SET 3/29/24 BUILDING 1 (A) WEST 1 LEVEL 111.2' 1 LEVEL 225.2' 1 LEVEL 337.2' 1 - B.O. STRUCT.47.3' 10 ' - 1 1 / 4 " 12 ' - 0 " 14 ' - 0 " 1 - T.O. WALL50.7' C C EE H H 9 9 9 8 6B H 1 LEVEL 1.113.1' E E C C H 2 A-708 9.5' 2' - 0 " 1' - 0 " MASONRY SHELF STEP 6B 14 8 14 3333 1 - 10 ' - 1 1 / 4 " 12 ' - 0 " 14 ' - 0 " 1' - 0 " F F C C CC F F 9 9 9 6 666 3 5 5 9 5 LTS101B-1 ESF 04 L L L L 5 5 ESF 03 TS101A-1 5 3 ROOF OVERFLOW DRAIN APPROVED BY PLANNING BOARD 2/15/24 CONFORMED SET 3/29/24 BUILDING 1 (A) NORTH/SOUTH 1 Kathryn Newhall-Smith From:Kristen Poulin <kristen@beverlycrossing.com> Sent:Thursday, May 23, 2024 3:49 PM To:Kathryn Newhall-Smith Cc:Chris Koeplin; Erik van Aarem; Steve Tedesco; Michael Wynkoop Subject:266 Canal Street project - DRB requested alternate for split faced block color Attachments:DRB review of ground faced block substitute for Tag #4 material.pdf Hi Katie, Thank you for taking the time to meet with me yesterday to review the alternate ground faced block sample selected by Steve Tedesco, the Project Architect from Ikon Architecture. This email confirms that the ground faced block identified as Material Tag #3 for the project will now be the Jandris & Sons 9301 in lieu of the previously submitted block that had contained more white aggregate (see attached pic). Note that Material Tag #4 was previously approved as, and will remain as, Jandris 2507-2. We believe that this alternate 9301 selection will provide less contrast with the 2507-2 as the City requested. I understand that there is no formal approval for this revision and that the City’s request for less contrast between the 2 blocks has now been satisfied. Please let me know if you have any questions or concerns related to this matter. Best, Kristen Caution: This email originated from outside our system. Please do not click links or open attachments unless you recognize the sender and know the content is safe. PROJECT TEAM: OWNER: RESIDENCES AT CANAL STREET, LLP 37 WALNUT STREET, SUITE 110 WELLESLEY, MA 02481 781-890-5600 ARCHITECT: ICON ARCHITECTURE 101 SUMMER STREET BOSTON, MA 02110 617-451-3333 INTERIOR DESIGNER: INK + ORO 1217 MAIN STREET DALLAS, TX 75202 214-670-0050 GEOTECHNICAL ENGINEER: McPHAIL ASSOCIATES LLC 2269 MASSACHUSETTS AVENUE CAMBRIDGE, MA 02140 617-868-1420 CIVIL ENGINEER: THE MORIN-CAMERON GROUP, INC. 66 ELM STREET DANVERS, MA 01923 978-777-8685 LANDSCAPE ARCHITECT: HALVORSON 25 KINGSTON STREET BOSTON, MA 02111 617-536-0380 LIFE SAFETY CONSULTANT: SLS FIRE 31 ST. JAMES AVENUE, 6TH FLOOR BOSTON, MA 02116 STRUCTURAL ENGINEER: SCHLICK ENGINEERING, LLC 10 MAIN STREET, LAKEVILLE, MA 02347 774-419-3798 MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION AND TECHNOLOGY ENGINEER: JORDAN & SKALA ENGINEERS 6201 W PLANO PKWY, STE 250 PLANO, TX 75093 469-385-1616 DATE / ISSUE: OWNER: PROJECT ADDRESS: PROJECT NAME:LOCUS MAP: PERSPECTIVE RENDERING: ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 4/ 4 / 2 0 2 4 1 : 4 8 : 5 8 P M RESIDENCES AT CANAL STREET 3/29/2024 RESIDENCES AT CANAL STREET, LLP CONFORMED SET 266 CANAL STREET, SALEM, MA 01970 G-000 COVER SHEET RESIDENCES AT CANAL STREET 223028 266 CANAL STREET, SALEM, MA 01970 RESIDENCES AT CANAL STREET, LLP Author Checker 3/29/2024 CONFORMED SET NO.DATE DESCRIPTION DRAWING LIST NO.SHEET NAME GENERAL G-000 COVER SHEET G-001 ABBREVIATIONS & GRAPHIC SYMBOLS 2 GEOTECHNICAL GT-100 BUILDING 1 - PASSIVCE RADON MITIGATION SYSTEM LAYOUT PLAN, DETAILS, AND NOTES GT-200 BUILDING 2 - PASSIVCE RADON MITIGATION SYSTEM LAYOUT PLAN, DETAILS, AND NOTES GT-300 BUILDING 3 - PASSIVCE RADON MITIGATION SYSTEM LAYOUT PLAN, DETAILS, AND NOTES GT-400 BUILDING 4 - PASSIVCE RADON MITIGATION SYSTEM LAYOUT PLAN, DETAILS, AND NOTES GT-500 BUILDING 5 - PASSIVCE RADON MITIGATION SYSTEM LAYOUT PLAN, DETAILS, AND NOTES 5 CIVIL C-1 COVER SHEET C-2 GENERAL NOTES, LEGEND & ABBREVIATIONS C-3 EXISTING CONDITIONS PLAN I C-4 EXISTING CONDITIONS PLAN II C-5 EXISTING CONDITIONS PLAN III C-6 SITE PREPARATION & DEMOLITION PLAN I C-7 SITE PREPARATION & DEMOLITION PLAN II C-8 SITE PREPARATION & DEMOLITION PLAN III C-9 OVERALL SITE LAYOUT PLAN C-10 SITE LAYOUT PLAN I C-11 SITE LAYOUT PLAN II C-12 SITE LAYOUT PLAN III C-13 GRADING & DRAINAGE PLAN I C-14 GRADING & DRAINAGE PLAN II C-15 GRADING & DRAINAGE PLAN III C-16 UTILITY PLAN I C-17 UTILITY PLAN II C-18 CONSTRUCTION DETAILS I C-19 CONSTRUCTION DETAILS II C-20 CONSTRUCTION DETAILS III C-21 CONSTRUCTION DETAILS IV C-22 CONSTRUCTION DETAILS V C-23 CONSTRUCTION DETAILS VI 23 LANDSCAPE L-1.0 MATERIALS LEGEND L-1.1 MATERIALS PLAN 1 L-1.2 MATERIALS PLAN 2 L-2.0 LAYOUT KEY PLAN L-2.1 LAYOUT PLANS L-3.0 SCHEDULE & LEGEND L-3.1 PLANTING PLAN 1 L-3.2 PLANTING PLAN 2 L-4.1 DETAILS 1 L-4.2 DETAILS 2 L-4.3 DETAILS 3 L-4.4 DETAILS 4 L-4.5 DETAILS 5 L-4.6 DETAILS 6 L-4.7 DETAILS 7 L-4.8 DETAILS 8 L-4.9 DETAILS 9 L-4.10 DETAILS 10 L-5.1 SECTIONS 1 19 LIFE SAFETY (0) LS-000 CODE SUMMARY (B1) LS-101.1 LEVEL 1 BUILDING 1 LIFE SAFETY PLAN (B1) LS-102.1 LEVEL 2 BUILDING 1 LIFE SAFETY PLAN (B1) LS-103.1 LEVEL 3 BUILDING 1 LIFE SAFETY PLAN (B2) LS-101.2 LEVEL 1 BUILDING 2 LIFE SAFETY PLAN (B2) LS-102.2 LEVEL 2 BUILDING 2 LIFE SAFETY PLAN (B2) LS-103.2 LEVEL 3 & 4 BUILDING 2 LIFE SAFETY PLAN (B2) LS-104.2 LEVEL 5 BUILDING 2 LIFE SAFETY PLAN (B3) LS-101.3 LEVEL 1 BUILDING 3 LIFE SAFETY PLAN (B3) LS-102.3 LEVEL 2 BUILDING 3 LIFE SAFETY PLAN (B3) LS-102.4 LEVEL 2 BUILDING 4 LIFE SAFETY PLAN (B3) LS-103.3 LEVEL 3, 4, & 5 BUILDING 3 LIFE SAFETY PLAN (B4) LS-101.4 LEVEL 1 BUILDING 4 LIFE SAFETY PLAN (B4) LS-103.4 LEVEL 3, 4, & 5 BUILDING 4 LIFE SAFETY PLAN (B5) LS-101.5 LEVEL 1 BUILDING 5 LIFE SAFETY PLAN (B5) LS-102.5 LEVEL 2 BUILDING 5 LIFE SAFETY PLAN (B5) LS-103.5 LEVEL 3, 4, & 5 BUILDING 5 LIFE SAFETY PLAN 17 ARCHITECTURAL A-100 SITE PLAN A-110 BUILDING 1 OVERVIEW A-111 BUILDING 1 FOUNDATION & FIRST FLOOR PLAN A-112 BUILDING 1 SECOND & EDGE OF SLAB FLOOR PLAN A-113 BUILDING 1 THIRD & ROOF FLOOR PLAN A-114 BUILDING 1 RCP - FIRST & SECOND A-115 BUILDING 1 RCP - THIRD A-120 BUILDING 2 OVERVIEW A-121 BUILDING 2 FOUNDATION & FIRST FLOOR PLAN A-122 BUILDING 2 SECOND & EDGE OF SLAB FLOOR PLAN A-123 BUILDING 2 TYPICAL LEVEL & FIFTH FLOOR PLAN A-124 BUILDING 2 ROOF FLOOR PLAN A-125 BUILDING 2 RCP - FIRST & SECOND A-126 BUILDING 2 RCP - THIRD (TYP) & FIFTH A-130 BUILDING 3 OVERVIEW A-131 BUILDING 3 FOUNDATION & FIRST FLOOR PLAN A-132 BUILDING 3 SECOND & EDGE OF SLAB FLOOR PLAN A-133 BUILDING 3 TYPICAL LEVEL & ROOF FLOOR PLAN DRAWING LIST NO.SHEET NAME M-504 UNIT PLANS M-505 UNIT PLANS M-506 DRYER CALCS M-507 DRYER CALCS M-601 AMENITY SPACE M-602 AMENITY SPACE 49 ELECTRICAL E0.01 GENERAL NOTES & LEGENDS E0.02 DETAILS E0.03 RISER DIAGRAMS E0.04 RISER DIAGRAMS E0.05 SCHEDULES E0.06 SCHEDULES E0.07 SCHEDULES E-100 SITE PLAN E-101 SITE PLAN - LIGHTING E-102 SITE PLAN - PHOTOMETRICS E-111 BUILDING 1 FIRST FLOOR PLAN E-112 BUILDING 1 SECOND FLOOR PLAN E-113 BUILDING 1 THIRD FLOOR PLAN E-114 BUILDING 1 ROOF PLAN E-121 BUILDING 2 FIRST FLOOR PLAN E-122 BUILDING 2 SECOND FLOOR PLAN E-123 BUILDING 2 THIRD FLOOR PLAN E-124 BUILDING 2 FOURTH FLOOR PLAN E-125 BUILDING 2 FIFTH FLOOR PLAN E-126 BUILDING 2 ROOF PLAN E-131 BUILDING 3 FIRST FLOOR PLAN E-132 BUILDING 3 SECOND FLOOR PLAN E-133 BUILDING 3 THIRD FLOOR PLAN E-134 BUILDING 3 FOURTH FLOOR PLAN E-135 BUILDING 3 FIFTH FLOOR PLAN E-136 BUILDING 3 ROOF PLAN E-141 BUILDING 4 FIRST FLOOR PLAN E-142 BUILDING 4 SECOND FLOOR PLAN E-143 BUILDING 4 THIRD FLOOR PLAN E-144 BUILDING 4 FOURTH FLOOR PLAN E-145 BUILDING 4 FIFTH FLOOR PLAN E-146 BUILDING 4 ROOF PLAN E-151 BUILDING 5 FIRST FLOOR PLAN E-152 BUILDING 5 SECOND FLOOR PLAN E-153 BUILDING 5 THIRD FLOOR PLAN E-154 BUILDING 5 FOURTH FLOOR PLAN E-155 BUILDING 5 FIFTH FLOOR PLAN E-156 BUILDING 5 ROOF PLAN E-501 UNIT PLANS E-502 UNIT PLANS E-503 UNIT PLANS E-504 UNIT PLANS E-505 UNIT PLANS E-900 ENLARGED PLANS E-902 ENLARGED PLANS E-903 ENLARGED PLANS E-904 ENLARGED PLANS E-905 ENLARGED PLANS 48 TECHNOLOGY T-001 LEGENDS & NOTES - TELECOM T-002 COMMUNICATION DETAILS - TELECOM T-003 COMMUNICATION DETAILS - TELECOM T-004 SECURITY DETAILS -TELECOM T-005 SURGE PROTECTION DETAILS - TELECOM T-006 ERRC SYSTEM DETAILS - TELECOM T-007 TV MOUNTING DETAILS - TELECOM T-011 CONDUIT RISER -TELECOM T-012 GROUNDING RISER -TELECOM T-013 FIBER RISER -TELECOM T-014 COAXIAL RISER -TELECOM T-015 ERRC RISER - TELECOM T-100 SITE PLAN T-111 BUILDING 1 FIRST FLOOR PLAN T-112 BUILDING 1 SECOND FLOOR PLAN T-113 BUILDING 1 THIRD FLOOR PLAN T-121 BUILDING 2 FIRST FLOOR PLAN T-122 BUILDING 2 SECOND FLOOR PLAN T-123 BUILDING 2 THIRD FLOOR PLAN T-124 BUILDING 2 FOURTH FLOOR PLAN T-125 BUILDING 2 FIFTH FLOOR PLAN T-126 BUILDING 2 ROOF PLAN T-131 BUILDING 3 FIRST FLOOR PLAN T-132 BUILDING 3 SECOND FLOOR PLAN T-133 BUILDING 3 THIRD FLOOR PLAN T-134 BUILDING 3 FOURTH FLOOR PLAN T-135 BUILDING 3 FIFTH FLOOR PLAN T-141 BUILDING 4 FIRST FLOOR PLAN T-142 BUILDING 4 SECOND FLOOR PLAN T-143 BUILDING 4 THIRD FLOOR PLAN T-144 BUILDING 4 FOURTH FLOOR PLAN T-145 BUILDING 4 FIFTH FLOOR PLAN T-151 BUILDING 5 FIRST FLOOR PLAN T-152 BUILDING 5 SECOND FLOOR PLAN T-153 BUILDING 5 THIRD FLOOR PLAN T-154 BUILDING 5 FOURTH FLOOR PLAN T-155 BUILDING 5 FIFTH FLOOR PLAN T-501 UNIT PLANS T-502 UNIT PLANS T-503 UNIT PLANS T-504 UNIT PLANS T-505 UNIT PLANS T-601 AMENITY SPACE T-900 ENLARGED POOL PLAN 44 Total Number of Sheets: 478 DRAWING LIST NO.SHEET NAME A-134 BUILDING 3 RCP - FIRST & SECOND A-135 BUILDING 3 RCP - THIRD (TYP) & FIFTH A-140 BUILDING 4 OVERVIEW A-141 BUILDING 4 FOUNDATION & FIRST FLOOR PLAN A-142 BUILDING 4 SECOND & EDGE OF SLAB FLOOR PLAN A-143 BUILDING 4 TYPICAL LEVEL & ROOF FLOOR PLAN A-144 BUILDING 4 RCP - FIRST & SECOND A-145 BUILDING 4 RCP - THIRD (TYP) & FIFTH A-150 BUILDING 5 OVERVIEW A-151 BUILDING 5 FOUNDATION & FIRST FLOOR PLAN A-152 BUILDING 5 SECOND & EDGE OF SLAB FLOOR PLAN A-153 BUILDING 5 TYPICAL LEVEL & ROOF FLOOR PLAN A-154 BUILDING 5 RCP - FIRST & SECOND A-155 BUILDING 5 RCP - THIRD (TYP) & FIFTH A-201 BUILDING 1 ELEVATIONS A-202 BUILDING 2 ELEVATIONS A-203 BUILDING 3 ELEVATIONS A-204 BUILDING 4 ELEVATIONS A-205 BUILDING 5 ELEVATIONS A-301 BUILDING SECTIONS A-302 BUILDING 1 SECTIONS A-401 ROOF, FLOOR & WALL ASSEMBLIES A-402 TYPICAL WALL SECTIONS A-403 TYPICAL WALL SECTIONS A-404 BLDG "1" WALL SECTIONS A-405 BLDG "1" WALL SECTIONS A-501 MOUNTING HEIGHTS A-502 ENLARGED UNIT PLANS - ST - ST1 A-503 ENLARGED UNIT PLANS - ST MAAB GROUP 2 - ST2 A-504 ENLARGED UNIT PLANS - 1BR - 1A A-505 ENLARGED UNIT PLANS - 1BR - 1B A-506 ENLARGED UNIT PLANS - 1BR MAAB GROUP 2 - 1C A-507 ENLARGED UNIT PLANS - 1BR+ - 1D A-508 ENLARGED UNIT PLANS - 1BR+ - 1E A-509 ENLARGED UNIT PLANS - 1BR+ - 1F A-510 ENLARGED UNIT PLANS - 2BR - 2A A-511 ENLARGED UNIT PLANS - 2BR - 2A.1 A-512 ENLARGED UNIT PLANS - 2BR - 2B A-513 ENLARGED UNIT PLANS - 2BR - 2C A-514 ENLARGED UNIT PLANS - 2BR MAAB GROUP 2 - 2D A-520 KITCHEN PLANS & ELEVATIONS A-521 KITCHEN PLANS & ELEVATIONS A-523 KITCHEN DETAILS A-524 KITCHEN DETAILS A-525 BATH PLANS & ELEVATIONS A-526 BATH PLANS & ELEVATIONS A-527 BATH PLANS & ELEVATIONS A-528 BUILDING 1 - AMENITY RESTROOMS PLANS & ELEVATIONS A-530 BATH DETAILS A-531 DOG WASH PLANS & ELEVATIONS A-601 BUILDING 1 STAIR PLANS & SECTIONS A-602 BUILDING 2 STAIR & ELEVATOR PLANS & SECTIONS A-603 BUILDING 3 STAIR & ELEVATOR PLANS & SECTIONS A-604 BUILDING 4 STAIR & ELEVATOR PLANS & SECTIONS A-605 BUILDING 5 STAIR & ELEVATOR PLANS & SECTIONS A-607 STAIR DETAILS A-608 BUILDING 1 ELEVATOR PLANS AND SECTION A-609 BUILDING 2 ELEVATOR PLANS AND SECTION A-610 BUILDING 3 ELEVATOR PLANS AND SECTION A-611 BUILDING 4 ELEVATOR PLANS AND SECTION A-612 BUILDING 5 ELEVATOR PLANS AND SECTION A-613 ELEVATOR DETAILS A-620 BUILDING 1 - RAMP PLANS & SECTIONS A-621 BUIDING 2 - RAMP PLANS AND SECTION A-622 RAMP/ STAIR DETAILS A-701 FOUNDATION DETAILS A-702 FOUNDATION DETAILS A-703 FOUNDATION & GARAGE DETAILS A-704 GARAGE DETAILS A-705 EXTERIOR WALL PLAN DETAILS A-706 EXTERIOR WALL SECTION DETAILS A-707 EXTERIOR WALL SECTION DETAILS A-708 CANOPY DETAILS A-709 TYPICAL ROOF DETAILS A-710 ROOF DETAILS A-711 BALCONY DETAILS A-712 ROOF EDGE DETAILS A-713 ROOF EDGE DETAILS A-714 TYPICAL FLASHING DETAILS A-715 TYPICAL FLASHING DETAILS A-801 PARTITION TYPES METAL A-802 PARTITION TYPES WOOD A-803 PARTITION TYPES MASONRY A-804 DOOR SCHEDULE A-805 DOOR SCHEDULE A-806 INTERIOR DOOR DETAILS A-807 EXTERIOR DOOR DETAILS A-808 STOREFRONT SCHEDULE A-809 WINDOW & LOUVER SCHEDULES A-810 WINDOW & LOUVER DETAILS A-811 WINDOW DETAILS @ CMU WALLS A-812 WINDOW FLASHING DETAILS AT TYPE 5A CONSTRUCTION A-813 FLOOR ASSEMBLIES A-814 ROOF ASSEMBLY @ DEMISING WALL A-815 CORRIDOR FLOOR/CEILING ASSEMBLIES A-816 SHAFT & INTERIOR DETAILS A-817 MISC. INTERIOR DETAILS A-818 FIRE BARRIER DETAILS A-901 BUILDING 1 - ENLARGED FIRST FLOOR AMENITY PLAN A-902 BUILDING 1 - ENLARGED FIRST FLOOR AMENITY - RCP A-903 BUILDING 1 - ENLARGED SECOND FLOOR AMENITY PLAN A-904 BUILDING 1 - ENLARGED SECOND FLOOR AMENITY RCP 120 DRAWING LIST NO.SHEET NAME INTERIORS ID-000 COVER SHEET ID-010 DR + INT GLZ SCHEDULE ID-020 FIXTURE SCHEDULES ID-030 FINISH SCHEDULE ID-040 UNIT SCHEDULES ID-100 OVERALL PLAN - L1 ID-101 OVERALL PLAN - L2 ID-110 FLOOR PLAN - L1 - LEASING ID-111 FLOOR PLAN - L2 - AMENITIES ID-210 POWER PLAN - L1 - LEASING ID-211 POWER PLAN - L2 - AMENITIES ID-310 FINISH PLAN - L1 - LEASING ID-311 FINISH PLAN - L2 - AMENITIES ID-410 RCP - L1 - LEASING ID-411 RCP - L2 - AMENITIES ID-510 FURNITURE PLAN - L1 - LEASING ID-511 FURNITURE PLAN - L2 - AMENITIES ID-600 ENLARGED DRAWINGS - LEASING DESK ID-601 ENLARGED DRAWINGS - KITCHEN ISLAND ID-602 ENLARGED DRAWINGS - AMENITY RESTROOMS ID-700 INTERIOR ELEVATIONS ID-701 INTERIOR ELEVATIONS ID-702 INTERIOR ELEVATIONS ID-800 TYPICAL DETAILS ID-900 TYPICAL CORRIDOR 25 STRUCTURAL .S-000 STRUCTURAL DRAWING INDEX, ABBREVIATIONS, NOTES & SPECS. .S-001 STRUCTURAL NOTES & SPECIFICATIONS .S-002 COLUMN SCHEDULE, BASE PLATE SCHEDULE & DETAILS .S-003 FRAMING SCHEDULES .S-004 STUD LAYOUT AND BRACING SCHEDULES .S-005 TYPICAL DETAILS .S-006 TYPICAL DETAILS .S-007 TYPICAL DETAILS .S-008 TYPICAL DETAILS .S-009 TYPICAL DETAILS .S-010 TYPICAL DETAILS .S-011 TYPICAL DETAILS .S-012 TYPICAL DETAILS .S-013 TYPICAL DETAILS .S-014 TYPICAL DETAILS .S-015 TYPICAL DETAILS S1-100 BUILDING 1 FOUNDATION PLAN S1-101 BUILDING 1 FIRST FLOOR SLAB PLAN S1-102 BUILDING 1 GROUND IMPROVEMENT LOADING PLAN S1-200 BUILDING 1 SECOND FLOOR FRAMING PLAN S1-201 BUILDING 1 THIRD FLOOR FRAMING PLAN S1-300 BUILDING 1 ROOF FRAMING PLAN S1-301 BUILDING 1 ROOF SNOW LOADING PLAN S1-400 BUILDING 1 STUD LAYOUT PLAN S1-401 BUILDING 1 BRACING PLAN S1-402 BUILDING 1 HOLDOWN LOCATION PLAN S2-100 BUILDING 2 FOUNDATION PLAN S2-101 BUILDING 2 FIRST FLOOR SLAB PLAN S2-102 BUILDING 2 GROUND IMPROVEMENT LOADING PLAN S2-200 BUILDING 2 SECOND FLOOR FRAMING PLAN S2-201 BUILDING 2 THIRD & FOURTH FLOOR FRAMING PLAN S2-202 BUILDING 2 FIFTH FLOOR FRAMING PLAN S2-300 BUILDING 2 ROOF FRAMING PLAN S2-301 BUILDING 2 ROOF SNOW & WIND LOADING PLAN S2-400 BUILDING 2 STUD LAYOUT PLAN S2-401 BUILDING 2 BRACING PLAN S2-402 BUILDING 2 HOLDOWN LOCATION PLAN S3-100 BUILDING 3 FOUNDATION PLAN S3-101 BUILDING 3 FIRST FLOOR SLAB PLAN S3-102 BUILDING 3 GROUND IMPROVEMENT LOADING PLAN S3-200 BUILDING 3 SECOND FLOOR FRAMING PLAN S3-201 BUILDING 3 THIRD, FOURTH & FIFTH FLOOR FRAMING PLAN S3-300 BUILDING 3 ROOF FRAMING PLAN S3-400 BUILDING 3 STUD LAYOUT PLAN S3-401 BUILDING 3 BRACING PLAN S3-402 BUILDING 3 HOLDOWN LOCATION PLAN S4-100 BUILDING 4 FOUNDATION PLAN S4-101 BUILDING 4 FIRST FLOOR SLAB PLAN S4-102 BUILDING 4 GROUND IMPROVEMENT LOADING PLAN S4-200 BUILDING 4 SECOND FLOOR FRAMING PLAN S4-201 BUILDING 4 THIRD, FOURTH & FIFTH FLOOR FRAMING PLAN S4-300 BUILDING 4 ROOF FRAMING PLAN S4-400 BUILDING 4 STUD LAYOUT PLAN S4-401 BUILDING 4 BRACING PLAN S4-402 BUILDING 4 HOLDOWN LOCATION PLAN S5-100 BUILDING 5 FOUNDATION PLAN S5-101 BUILDING 5 FIRST FLOOR SLAB PLAN S5-102 BUILDING 5 GROUND IMPROVEMENT LOADING PLAN S5-200 BUILDING 5 SECOND FLOOR FRAMING PLAN S5-201 BUILDING 5 THIRD, FOURTH & FIFTH FLOOR FRAMING PLAN S5-300 BUILDING 5 ROOF FRAMING PLAN S5-400 BUILDING 5 STUD LAYOUT PLAN S5-401 BUILDING 5 BRACING PLAN S5-402 BUILDING 5 HOLDOWN LOCATION PLAN S-500 BRACED FRAME ELEVATIONS S-501 BRACED FRAME ELEVATIONS S-502 BRACED FRAME ELEVATIONS & DETAILS S-600 FOUNDATION SECTIONS & DETAILS S-601 FOUNDATION SECTIONS & DETAILS S-602 FOUNDATION SECTIONS & DETAILS S-700 STEEL FRAMING SECTIONS & DETAILS S-701 STEEL FRAMING SECTIONS & DETAILS S-702 STEEL FRAMING SECTIONS & DETAILS DRAWING LIST NO.SHEET NAME S-800 FLOOR FRAMING SECTIONS & DETAILS S-801 FLOOR FRAMING SECTIONS & DETAILS S-802 FLOOR FRAMING SECTIONS & DETAILS S-900 ROOF FRAMING SECTIONS & DETAILS S-901 ROOF FRAMING SECTIONS & DETAILS S-902 ROOF FRAMING SECTIONS & DETAILS 79 PLUMBING P-001 NOTES AND SCHEDULES P-002 NOTES AND SCHEDULES P-003 DETAILS P-004 DETAILS P-005 RISERS P-006 RISERS P-100 SITE PLAN P-110 BUILDING A UNDER FLOOR PLAN P-111 BUILDING A FIRST FLOOR PLAN P-112 BUILDING A SECOND FLOOR PLAN P-113 BUILDING A THIRD FLOOR PLAN P-114 BUILDING A ROOF PLAN P-120 BUILDING B UNDER FLOOR PLAN P-121 BUILDING B FIRST FLOOR PLAN P-122 BUILDING B SECOND FLOOR PLAN P-123 BUILDING B THIRD FLOOR PLAN P-124 BUILDING B FOURTH FLOOR PLAN P-125 BUILDING B FIFTH FLOOR PLAN P-126 BUILDING B ROOF PLAN P-130 BUILDING C UNDER FLOOR PLAN P-131 BUILDING C FIRST FLOOR PLAN P-132 BUILDING C SECOND FLOOR PLAN P-133 BUILDING C THIRD FLOOR PLAN P-134 BUILDING C FOURTH FLOOR PLAN P-135 BUILDING C FIFTH FLOOR PLAN P-136 BUILDING C ROOF PLAN P-140 BUILDING D UNDER FLOOR PLAN P-141 BUILDING D FIRST FLOOR PLAN P-142 BUILDING D SECOND FLOOR PLAN P-143 BUILDING D THIRD FLOOR PLAN P-144 BUILDING D FOURTH FLOOR PLAN P-145 BUILDING D FIFTH FLOOR PLAN P-146 BUILDING D ROOF PLAN P-150 BUILDING E UNDER FLOOR PLAN P-151 BUILDING E FIRST FLOOR PLAN P-152 BUILDING E SECOND FLOOR PLAN P-153 BUILDING E THIRD FLOOR PLAN P-154 BUILDING E FOURTH FLOOR PLAN P-155 BUILDING E FIFTH FLOOR PLAN P-156 BUILDING E ROOF PLAN P-501 UNIT PLANS P-502 UNIT PLANS P-503 UNIT PLANS P-504 UNIT PLANS P-505 UNIT PLANS P-601 AMENITY SPACE 46 FIRE PROTECTION FP SEE FIRE PROTECTION SPECIFICATIONS 1 MECHANICAL M-000 MECHANICAL TITLE SHEET M-001 GENERAL NOTES M-002 SCHEDULES M-003 SCHEDULES M-004 SCHEDULES M-005 SCHEDULES M-006 SCHEDULES M-007 SCHEDULES M-008 DETAILS M-009 DETAILS M-010 DETAILS M-011 DETAILS M-111 BUILDING 1 FIRST FLOOR PLAN M-112 BUILDING 1 SECOND FLOOR PLAN M-113 BUILDING 1 THIRD FLOOR PLAN M-114 BUILDING 1 ROOF PLAN M-121 BUILDING 2 FIRST FLOOR PLAN M-122 BUILDING 2 SECOND FLOOR PLAN M-123 BUILDING 2 THIRD FLOOR PLAN M-124 BUILDING 2 FOURTH FLOOR PLAN M-125 BUILDING 2 FIFTH FLOOR PLAN M-126 BUILDING 2 ROOF PLAN M-131 BUILDING 3 FIRST FLOOR PLAN M-132 BUILDING 3 SECOND FLOOR PLAN M-133 BUILDING 3 THIRD FLOOR PLAN M-134 BUILDING 3 FOURTH FLOOR PLAN M-135 BUILDING 3 FIFTH FLOOR PLAN M-136 BUILDING 3 ROOF PLAN M-141 BUILDING 4 FIRST FLOOR PLAN M-142 BUILDING 4 SECOND FLOOR PLAN M-143 BUILDING 4 THIRD FLOOR PLAN M-144 BUILDING 4 FOURTH FLOOR PLAN M-145 BUILDING 4 FIFTH FLOOR PLAN M-146 BUILDING 4 ROOF PLAN M-151 BUILDING 5 FIRST FLOOR PLAN M-152 BUILDING 5 SECOND FLOOR PLAN M-153 BUILDING 5 THIRD FLOOR PLAN M-154 BUILDING 5 FOURTH FLOOR PLAN M-155 BUILDING 5 FIFTH FLOOR PLAN M-156 BUILDING 5 ROOF PLAN M-501 UNIT PLANS M-502 UNIT PLANS M-503 UNIT PLANS BITUMINOUS CONCRETE PAVING (SEE CIVIL INFORMATION)A1 A2 A4 CEMENT CONCRETE PAVING (SEE CIVIL INFORMATION) PRECAST CONCRETE UNIT PAVERS, VEHICULAR PAVING TAG DESCRIPTION DETAIL MATERIALS LEGEND WOOD AND METAL BACKLESS BENCH, TYPE 1 MOVABLE TABLE AND CHAIRS PET WASTE STATION BIKE RACK WALLS, CURBS, STAIRS A3 PRECAST CONCRETE UNIT PAVERS, PEDESTRIAN VERTICAL ROADWAY CURB (SEE CIVIL INFORMATION)B1.1 B1.2 B4.1 FLUSH ROADWAY CURB B3 RECLAIMED GRANITE SLABS CAST-IN-PLACE CONCRETE WALL, TYPE 'A' (SEE CIVIL INFORMATION) C1.1 C2 C5 FURNISHINGS C4 C6 VEHICULAR BOLLARD C7.1 GRILL STATION, SINGLE C8 POOLSIDE LOUNGE CHAIRS (BY OTHERS) C9.1 WOOD AND METAL BLEACHERS SEATING BOULDERC3 D1 D2 D4 LIGHTING D3 D5 PEDESTRIAN LIGHT POLE (SEE CIVIL AND ELECTRICAL INFORMATION) PARKING LOT LIGHT (SEE CIVIL AND ELECTRICAL INFORMATION) CATENARY LIGHT (TYPE 1) (SEE ELECTRICAL AND STRUCTURAL INFORMATION) CATENARY LIGHT (TYPE 2) (SEE ELECTRICAL AND STRUCTURAL INFORMATION) BUILDING MOUNTED LIGHT (TYPE 1) (SEE ELECTRICAL AND STRUCTURAL INFORMATION) C10 WASTE ENCLOSURE C11 WOOD BOARDWALK C12.1 VINYL FENCE, AT GRADE C13 POWER RECEPTACLE (SEE ELECTRICAL INFORMATION) C14.1 INTERPRETIVE SIGNAGE, AT GRADE C14.2 INTERPRETIVE SIGNAGE, AT BOARDWALK B5 PRECAST CONCRETE STAIRS D7 LIGHT BOLLARD (SEE ELECTRICAL INFORMATION) B2.1 VERTICAL PLANTER CURB1,2 L-4.1 3 L-4.1 4,5 L-4.1 7 L-4.1 5 L-4.5 2 L-4.5 1 L-4.4 3 L-4.5 C12.2 VINYL FENCE, ON RETAINING WALL 2 L-4.4 CABLE WIRE GUARDRAILB7 C12.3 SWING GATE AT VINYL FENCE, AT GRADE B8.1 METAL HANDRAIL AT STAIRS, SURFACE MOUNTED D8 AMPHITHEATER LIGHT (SEE ELECTRICAL INFORMATION) 1 L-4.6 3 L-4.2 B9.1 METAL HANDRAIL AT RAMP, SURFACE MOUNTED 1 L-4.3 6 L-4.1 C7.2 GRILL STATION, DOUBLE 2 L-4.2 2-4 L-4.7 3 L-4.4 1 L-4.5 1 L-4.5 9 L-4.1 C9.2 WOOD AND METAL BLEACHERS WITH LOUNGE BACK WOOD AND METAL BACKLESS BENCH, TYPE 2C1.2 C15.1 VINYL COATED CHAIN LINK FENCE C15.2 SWING GATE AT VINYL COATED CHAIN LINK FENCE 4 L-4.4 1 L-4.9 C16 CATENARY LIGHT POLE AND BASE 4 L-4.5 8 L-4.1 D6 BUILDING MOUNTED LIGHT (TYPE 2) (SEE ELECTRICAL AND STRUCTURAL INFORMATION) ARCHITECT LANDSCAPE ARCHITECT STAMP PROJECT NUMBER: J5034 DRAWN BY: JM/JG CHECKED BY: JF/RU SHEET TITLE NO . DA T E DE S C R I P T I O N RESIDENCES AT CANAL STREET 266 CANAL STREET, SALEM, MA 01970 RESIDENCES AT CANAL STREET, LLP 3/29/2024 CONFORMED SET 25 Kingston Street, 5th Floor Boston, MA 02111 (617) 536-0380 STUDIO A 03 / 2 9 / 2 0 2 4 CO N F O R M E D S E T L-1.0 LANDSCAPE MATERIALS LEGEND A5 STABILIZED STONE DUST SURFACING B2.2 FLUSH PLANTER CURB 7 L-4.1 B4.2 CAST-IN-PLACE CONCRETE WALL, TYPE 'B' (SEE CIVIL INFORMATION) 2 L-4.6 B4.3 CAST-IN-PLACE CONCRETE WALL, TYPE 'C' (SEE CIVIL INFORMATION) 1 L-4.7 B4.4 CAST-IN-PLACE CONCRETE WALL, TYPE 'D' (SEE CIVIL INFORMATION) 1 L-4.8 B6 WOOD BOARDWALK RAILING 1 L-4.2 B8.2 METAL HANDRAIL AT STAIRS, GUARDRAIL MOUNTED 3 L-4.2 B9.2 METAL HANDRAIL AT RAMP, GUARDRAIL MOUNTED 1 L-4.3 5 L-4.4 6 L-4.5 1 L-4.8 1 L-4.8 2 L-4.9 1 L-4.9 A T T STO P STO P ARCHITECT LANDSCAPE ARCHITECT STAMP PROJECT NUMBER: J5034 DRAWN BY: JM/JG CHECKED BY: JF/RU SHEET TITLE NO . DA T E DE S C R I P T I O N RESIDENCES AT CANAL STREET 266 CANAL STREET, SALEM, MA 01970 RESIDENCES AT CANAL STREET, LLP 3/29/2024 CONFORMED SET 25 Kingston Street, 5th Floor Boston, MA 02111 (617) 536-0380 STUDIO A 03 / 2 9 / 2 0 2 4 CO N F O R M E D S E T A1 A1 A1 A4 A2 A2 A2 A2 C4 A2 NORTH A4 B1.2 B1.2 B1.1 B1.2 B1.1 B1.1 A2 A1 A1 B1.1 B1.1 C6 C6 B2.1 A5 B3 A2 A2 C1.1 C1.1 C1.1D4 MA T C H L I N E L - 1 . 2 MA T C H L I N E L - 1 . 2 BUILDING 1 BUILDING 2 BUILDING 3 CANAL STREET C3 A2 A2 A2 C10 D1 D1 D1 D1 D1 D1 D2 D2 D2 D2 D2 D2 D2 A3 D2 D5 D5 D3 LIM I T O F W O R K LIM I T O F W O R K LIMIT OF WORK D2 C3 C3 C1.2 D5 C7.1 POOL AND COPING BY OTHERS D2 A3 C14.1 C12.2 A4 A2 B4.2 B7 B8.1 D1D1D1 B4.2 B8.1 D5 D5 C12.1 D7 C2 C8 C12.3 C12.1 B4.1 B1.2 B1.2 C15.1 C15.2 C15.2 C5 C13 B5 B5 D6 D5 D5 A1 PAVING FOR FUTURE BIKE SHARE INSTALLATION BY OTHERSA1 L-1.1 LANDSCAPE MATERIALS PLAN 1 A2 RAIL T R A I L A5 A3 C7 C9.2C9.1 B8.2 C15.1 C16 A2 TYP. TYP. TYP. TYP.TYP. B4.2 TYP. TYP. TYP.TYP. SEE PLAN ENLARGEMENT ON SHEET L1.2 B1.1 B1.1 B1.1 C15.1 A A A A A AA T T T ARCHITECT LANDSCAPE ARCHITECT STAMP PROJECT NUMBER: J5034 DRAWN BY: JM/JG CHECKED BY: JF/RU SHEET TITLE NO . DA T E DE S C R I P T I O N RESIDENCES AT CANAL STREET 266 CANAL STREET, SALEM, MA 01970 RESIDENCES AT CANAL STREET, LLP 3/29/2024 CONFORMED SET 25 Kingston Street, 5th Floor Boston, MA 02111 (617) 536-0380 STUDIO A 03 / 2 9 / 2 0 2 4 CO N F O R M E D S E T MA T C H L I N E L - 1 . 1 A4 BUILDING 2 A1 A1 A1 BUILDING 4 BUILDING 5 RAIL T R A I L MA T C H L I N E L - 1 . 1 B1.2 D5 B1.2 B1.1 A2 A2 A1 C6 A4 B1.2 B1.1 B1.2 C1.2 A2 B1.1 B1.1 D5 D3 D5 D5 D5 D2 D3 LIM I T O F W O R K A4 C1.2 A4 A4 C14.2 NORTH PLAN ENLARGEMENT B9.1 C7.2 D3 D1 C2 D8 B1.1 B2.2 B3 C9.1 C9.2 C9.2 A3 A5A2 A2 NORTH D5 D5 D2 D2 C11 D5 D3 C6 D3 B1.2 D5 D5 D5 SEE PLAN ENLARGEMENT, THIS SHEET B4.4 C7 L-1.2 LANDSCAPE MATERIALS PLAN 2 A5 C15.1 B1.1 B1.2 TYP. TYP. TYP. B1.2 B1.1 A2 A2 B4.3 B1.1 B4.1 TYP. TYP. TYP. B6 C1.2 D8TYP. C6 TYP. C13 C15.1 A A A A A T T T STO P STO P PLAN ENLARGEMENT - A PLAN ENLARGEMENT - C PLAN ENLARGEMENT - D4 L-2.1 PLAN ENLARGEMENT - B2 L-2.1 PLAN ENLARGEMENT - E 5 L-2.1 1 L - 5 . 1 3 L-2.1 1 L-2.1 S H A R E D R O A D W A Y S E C T I O N SEE BIKE RACK DETAIL5 L-4.5 SEE BOLLARD DETAIL FOR TYP. LAYOUT 2 L-4.5 SEE BOARDWALK FRAME AND FOUNDATION DETAIL 2 L-4.7 ARCHITECT LANDSCAPE ARCHITECT STAMP PROJECT NUMBER: J5034 DRAWN BY: JM/JG CHECKED BY: JF/RU SHEET TITLE NO . DA T E DE S C R I P T I O N RESIDENCES AT CANAL STREET 266 CANAL STREET, SALEM, MA 01970 RESIDENCES AT CANAL STREET, LLP 3/29/2024 CONFORMED SET 25 Kingston Street, 5th Floor Boston, MA 02111 (617) 536-0380 STUDIO A 03 / 2 9 / 2 0 2 4 CO N F O R M E D S E T NORTH L-2.0 LANDSCAPE LAYOUT KEY PLAN BUILDING 1 BUILDING 2 BUILDING 3 CANAL STREET RAIL T R A I L BUILDING 4 BUILDING 5 LOCATION OF BENCHES TO BE VERIFIED IN FIELD A 12'-5 5 16" 128 . 2 ° 2 6 ' - 3 1 4" 1 0 ' - 0 " 1 0 ' - 0 " 2 0 ' - 0 " 7'-55 16" 4'-35 16" 34'-8" 13'- 0 1 16 " 14'- 0 " 3 ' - 0 " T Y P B E N C H W I D T H 6'-7 5 16" P.O.B. BUILDING CORNER 10'- 1 0 3 8" 6 ' - 2 3 1 6 " 27'-59 16"FACE OF BENCH ALIGNS WITH EDGE OF PAVING FACE OF BENCH ALIGNS WITH EDGE OF PAVING 7 ' - 0 3 8" 8' - 0 " 8'-0"8'-0"8'-0"8'-0" 20'-49 16" 5'-51 8" 5' - 0 " 10 ' - 3 " 16'-117 16"2'-51 8" 3'-81 8" 2' - 2 " P.O.B. BUILDING CORNER WALL END ALIGNS WITH BUILDING FACE BOTTOM OF RAMP TOP OF RAMPCL CLCLCLCLCL C CATENARY STANCHION - TYPICAL L 63'-57 8" 13'-81 16" 144. 6 ° 13 8 . 6 ° R34'-6" R34'-6" 12 ' - 2 7 16 " 9'-5 11 16 " 35'-815 16" 19 ' - 1 1 14" 3'-6 1 16" ALIGN 10 ' - 1 5 16 " 9'-111 4" 12 ' - 0 " 45'-0" 4' - 0 " 8'-213 16" P.O.B. BUILDING CORNER VIF VIF18'-0" O.C., TYP. T6'-11 9 16" 15'-31 16" 23'-41 2" 108.7 ° 10 8 . 6 ° 90.0° 1 3 3 . 6 ° 156.2° 19'-11 9 16" 135.9° 16 5 . 3 ° 58' - 6 " 24 ' - 1 1 3 16" 2 0 ' - 0 " 26 ' - 6 5 16 " 7 ' - 1 7 1 6 " 4 ' - 0 " 8 ' - 1 0 9 1 6 " R12'-415 16" R28'-41 2" R 1 2 ' - 9 51 6 " R28'-9" 20' - 5 1 8" R35'-15 16" LENGTH: 43'-8 1 4" R17'-25 8" LENGTH: 39'-3 3 4" 81'-10" 71 2" 2'-109 16" CL VIF, TYP R 1 9 ' - 3 91 6 " R 1 9 ' - 6 5 8 " R8'-5 1 4 " R8 ' - 5 1 4" P.O.B. BUILDING CORNER 112.1° 20'-2 7 16" PC PRC SEATING BOULDERS TO BE LOCATED IN FIELD - TYP. RECLAIMED GRANITE SLABS TO BE LOCATED IN FIELD - TYP. 12'- 9 13 16" 24'- 8 5 16" 3 8 ' - 1 1 5 1 6 " 5 ' - 9 7 1 6 " VIF T P.O.B. BUILDING CORNER 36 ' - 3 3 4" 31 ' - 6 1 8" 44'-33 8"5'-0" 5' - 0 " 18 ' - 0 " RECLAIMED GRANITE SLABS TO BE LOCATED IN FIELD - TYP. 90.0° TYP. 5'-0" MIN. 2' - 6 " 31'-013 16"13'-6" LIGHTS 6'-0" O.C.,TYP. VIF VIF 4'-6" TYP. 4'-6" TYP. ARCHITECT LANDSCAPE ARCHITECT STAMP PROJECT NUMBER: J5034 DRAWN BY: JM/JG CHECKED BY: JF/RU SHEET TITLE NO . DA T E DE S C R I P T I O N RESIDENCES AT CANAL STREET 266 CANAL STREET, SALEM, MA 01970 RESIDENCES AT CANAL STREET, LLP 3/29/2024 CONFORMED SET 25 Kingston Street, 5th Floor Boston, MA 02111 (617) 536-0380 STUDIO A 03 / 2 9 / 2 0 2 4 CO N F O R M E D S E T L-2.1 LANDSCAPE LAYOUT PLANS SYMBOL DESCRIPTION PLAN REFERENCE POINT POINT OF BEGINNING CENTER POINT CENTER LINE POINT OF TANGENCY CP + PT LAYOUT LEGEND 1. EXISTING CONDITIONS SURVEY (DATED: DECEMBER 23, 2021) WAS PROVIDED BY NORTH SHORE SURVEY AND WITH SUPPLEMENTAL INFORMATION FROM AN ON THE GROUND SURVEY PERFORMED BY THE MORIN-CAMERON GROUP, INC. IN DECEMBER 2022. 2. REVIEW DRAWINGS TO DETERMINE THE TOTAL SCOPE AND COORDINATION OF WORK. EMPLOY A LICENSED SURVEYOR OR REGISTERED CIVIL ENGINEER TO VERIFY AND LAYOUT GRADES, LINES AND DIMENSIONS SHOWN ON DRAWINGS. VERIFY EXISTING GRADES AND ELEVATIONS OF ADJACENT SITE CONDITIONS WITH ELEVATIONS ON DRAWINGS PRIOR TO BEGINNING WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPORT DISCREPANCIES TO THE OWNER'S REPRESENTATIVE IMMEDIATELY AND RECEIVE WRITTEN INSTRUCTIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. USE ONE SINGLE BENCHMARK FOR WORK. 4. LINES ARE PARALLEL OR PERPENDICULAR TO LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 5. DIMENSIONS ARE TO FACE OF CURB, WALL FACE, EDGE OR CENTER LINE OF IMPROVEMENT AS NOTED. 6. DRAIN LAYOUT IS TO FACE OF ADJACENT CURB OR WALL AT CENTER POINT OF GRATE. 7. MEET EXISTING CONDITIONS FOR GRADING AT PROJECT LIMIT LINE SMOOTHLY. 8. SEE MATERIALS PLAN FOR DESCRIPTION OF ALL ELEMENTS SHOWN. 9. STAKE PROPOSED CURBS, WALLS AND SITE ELEMENT LOCATIONS AND ELEVATIONS FOR OWNER'S REPRESENTATIVE'S APPROVAL PRIOR TO INSTALLATION OF FOUNDATIONS. CL POINT OF CURVATUREPC VIF VERIFY IN THE FIELD JT JOINT LAYOUT NOTES PLAN ENLARGEMENT - DPLAN ENLARGEMENT - B SCALE: 1" = 10'-0"SCALE: 1" = 10'-0" PLAN ENLARGEMENT - C SCALE: 1" = 10'-0" PLAN ENLARGEMENT - A SCALE: 1" = 10'-0" ALIGN 1 2 4 3 PLAN ENLARGEMENT - E SCALE: 1" = 10'-0"5 NORTH NORTH NORTH NORTH POINT OF REVERSE CURVATUREPRC NORTH EQUALEQ A TREE TREE SEEDLINGS SHRUB PERENNIALS, GROUNDCOVER, AND ORNAMENTAL GRASSES NATIVE POLLINATOR SEED MIX #1 (ERNST MIX ERNMX-140 or SIMILAR) Schizachyrium scoparium, 'Prairie View'-IN Ecotype (Little Bluestem ‘Prairie View’-IN Ecotype) Sorghastrum nutans, NY4 Ecotype (Indiangrass, NY4 Ecotype) Elymus virginicus, Madison-NY Ecotype (Virginia Wildrye, Madison-NY Ecotype) Echinacea purpurea (Purple Coneflower) Panicum clandestinum, Tioga (Deertongue, Tioga) Chamaecrista fasciculata, PA Ecotype (Partridge Pea, PA Ecotype) Coreopsis lanceolata (Lanceleaf Coreopsis) Rudbeckia hirta (Blackeyed Susan) Asclepias incarnata, PA Ecotype (Swamp Milkweed, PA Ecotype) Heliopsis helianthoides, PA Ecotype (Oxeye Sunflower, PA Ecotype) Zizia aurea, PA Ecotype (Golden Alexanders, PA Ecotype) Penstemon digitalis (Tall White Beardtongue) Aster novae-angliae, PA Ecotype (New England Aster, PA Ecotype) Pycnanthemum tenuifolium (Narrowleaf Mountainmint) Senna hebecarpa, VA & WV Ecotype (Wild Senna, VA & WV Ecotype) Baptisia australis, Southern WV Ecotype (Blue False Indigo, Southern WV Ecotype) Monarda fistulosa, Fort Indiantown Gap-PA Ecotype (Wild Bergamot, Fort Indiantown Gap-PA Ecotype) Solidago nemoralis, PA Ecotype (Gray Goldenrod, PA Ecotype) Asclepias syriaca (Common Milkweed) Eupatorium perfoliatum, PA Ecotype (Boneset, PA Ecotype) Solidago rugosa, PA Ecotype (Wrinkleleaf Goldenrod, PA Ecotype) Solidago bicolor, PA Ecotype (White Goldenrod, PA Ecotype) NATIVE POLLINATOR SEED MIX #2 (New England Wetland Plants, Erosion Control Mix for Moist Sites or Similar) Elymus riparius, Riverbank Wild Rye Schizachyrium scoparium, Little Bluestem Festuca rubra, Red Fescue Andropogon gerardi,i Big Bluestem Panicum virgatum, Switch Grass Vernonia noveboracensis. New York Ironweed Agrostis perennans. Upland Bentgrass Bidens frondosa. Beggar Ticks Eutrochium maculatum. Spotted Joe Pye Weed Eupatorium perfoliatum, Boneset Symphyotrichum novae-anglia, New England Aster Scirpus cyperinus, Wool Grass Juncus effusus, Soft Rush NATIVE POLLINATOR SEED MIX #3 (New England Wetland Plants, Erosion Control Mix for Dry Sites or Similar) Elymus canadensis, Canada Wild Rye Festuca rubra, Red Fescue Lolium multiflorum, Annual Ryegrass Lolium perenne, Perrenial Ryegrass Schizachyrium scoparium, Little Bluestem Panicum virgatum, Switch Grass Sorghastrum nutans, Indian Grass WETLAND RESTORATION SEED MIX (Ernst Seed, Mix-122 FACW Wetland Meadow Mix) Carex vulpinoidea, Fox Sedge Carex lurida, Lurid Sedge Elymus virginicus, Virginia Wildrye Carex scoparia, Blunt Broom Sedge Juncus effusus, Soft Rush Verbena hastata, Blue Vervain Asclepias incarnata, Swamp Milkweed Carex grayi, Gray’s Sedge Zizia aurea, Golden Alexanders Aster novae-angliae, New England Aster Juncus tenuis, Path Rush Verbena urticifolia, White Vervain Solidago rugosa, Wrinkleleaf Goldenrod Aster lanceolatus Lance Leaved Aster Aster puniceus, Purplestem Aster Bidens cernua, Nodding Bur Marigold Carex crinita, Fringed Sedge Lobelia siphilitica, Great Blue Lobelia Mimulus ringens, Square Stemmed Monkeyflower Carex stipata, Awl Sedge Eupatorium perfoliatum, Boneset Helianthus angustifolius, Narrowleaf Sunflower Lycopus americanus, American Water Horehound Scirpus atrovirens, Green Bulrush Scirpus cyperinus, Woolgrass Alisma subcordatum, Mud Plantain LANDSCAPE PLUGS, 12" O.C (Representative List) Carex vulpinoidea, Fox Sedge Eupatorium perfoliatum, Boneset Iris versicolor, Blue Flag Juncus effusus, Soft Rush Liatris spicata, Marsh Blazing Star Lobelia cardinalis, Cardinal Flower Lobelia siphilitica, Great Blue Lobelia Verbena hastata, Blue Vervain 01 L-4.10 3,4 L-4.10 3,4 L-4.10 PLANTING LEGEND ARCHITECT LANDSCAPE ARCHITECT STAMP PROJECT NUMBER: J5034 DRAWN BY: JM/JG CHECKED BY: JF/RU SHEET TITLE NO . DA T E DE S C R I P T I O N RESIDENCES AT CANAL STREET 266 CANAL STREET, SALEM, MA 01970 RESIDENCES AT CANAL STREET, LLP 3/29/2024 CONFORMED SET 25 Kingston Street, 5th Floor Boston, MA 02111 (617) 536-0380 STUDIO A 03 / 2 9 / 2 0 2 4 CO N F O R M E D S E T PLANTING SCHEDULE & LEGEND L-3.0 PLANTING NOTES 1. LANDSCAPE ARCHITECT TO APPROVE PLANT MATERIAL PRIOR TO DELIVERY TO SITE. 2. PLANT MATERIAL SHALL CONFORM TO "THE AMERICAN STANDARD FOR NURSERY STOCK", PUBLISHED BY AMERICAN HORT. 3. NO SUBSTITUTIONS OF PLANT SPECIES WITHOUT LANDSCAPE ARCHITECT'S WRITTEN APPROVAL. 4. SUBSTITUTIONS OF PLANT SPECIES SHALL BE A PLANT OF EQUIVALENT OVERALL FORM, HEIGHT AND BRANCHING HABIT, FLOWER, LEAF AND FRUIT, COLOR AND TIME OF BLOOM, AS APPROVED BY LANDSCAPE ARCHITECT. 5. LOCATE AND VERIFY UTILITY LINE LOCATIONS PRIOR TO STAKING AND REPORT CONFLICTS TO LANDSCAPE ARCHITECT. 6. PLANTING DEMOLITION DEBRIS, GARBAGE, LUMPS OF CONCRETE, STEEL AND OTHER MATERIALS DELETERIOUS TO PLANT'S HEALTH AS DETERMINED BY LANDSCAPE ARCHITECT SHALL BE REMOVED FROM ALL PLANTING AREAS. 7. NO PLANTING TO BE INSTALLED BEFORE ACCEPTANCE OF ROUGH GRADING. 8. ALL PROPOSED TREE LOCATIONS SHALL BE STAKED OR LAID OUT IN THEIR APPROXIMATE LOCATION BY THE CONTRACTOR. REFER TO LAYOUT AND PLANTING SHEETS FOR LAYOUT INFORMATION. THE CONTRACTOR SHALL ADJUST THE LOCATIONS AS REQUESTED BY THE LANDSCAPE ARCHITECT TO ACCOUNT FOR SUBSURFACE UTILITIES AND OTHER FIELD CONDITIONS. FINAL LOCATIONS OF ALL PLANTS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. 9. INSTALL PLANTS WITH ROOT FLARES FLUSH WITH FINISHED GRADE. IMMEDIATELY REPLANT PLANTS THAT SETTLE OUT OF PLUMB OR BELOW FINISHED GRADE. 10. PLANT UNDER FULL TIME SUPERVISION OF CERTIFIED ARBORIST, NURSERYMAN, OR LICENSED LANDSCAPE ARCHITECT. PROVIDE WRITTEN VERIFICATION OF CERTIFICATION AND/OR LICENSE FOR LANDSCAPE ARCHITECT'S APPROVAL. 11. WATER PLANTS THOROUGHLY AFTER INSTALLATION, A MINIMUM OF TWICE WITHIN THE FIRST 24 HOURS. 12. REPAIR DAMAGE DUE TO OPERATIONS INSIDE AND OUTSIDE OF LIMIT OF WORK 13. SOAK ALL PERENNIALS FOR 24 HOURS PRIOR TO INSTALLATION CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY REMARKS TREES ACE RB2 Acer rubrum Red Maple 2"-2 1/2" Cal.B&B 2 ACE RBR Acer rubrum Red Maple 3 1/2" Cal.B&B 12 ACE ARM Acer rubrum 'Armstrong'Armstrong Red Maple 3 1/2" Cal.B&B 15 AME SER Amelanchier alnifolia Serviceberry 8`-10` Ht.B&B 11 BET LEN Betula lenta Sweet Birch 8`-10` Ht.B&B 12 CAR FST Carpinus betulus 'Fastigiata'Pyramidal European Hornbeam 3 1/2" Cal.B&B 4 CAR AME Carpinus caroliniana American Hornbeam 10`-12` Ht.B&B 10 CER CAN Cercis canadensis Eastern Redbud 10`-12` Ht.B&B 4 CRA INR Crataegus crus-galli inermis Thornless Cockspur Hawthorn 10`-12` Ht.B&B 8 LIR TUL Liriodendron tulipifera Tulip Poplar 3 1/2" Cal.B&B 7 NYS SYL Nyssa sylvatica Tupelo 3 1/2" Cal.B&B 19 QUE BIC Quercus bicolor Swamp White Oak 3 1/2" Cal.B&B 14 SEEDLINGS ACE SEE Acer rubrum Red Maple 4` Ht.Seedling 28 BET SEE Betula alleghaniensis Yellow Birch 4` Ht.Seedling 20 BET2 SE Betula lenta Sweet Birch 4` Ht.Seedling 10 NYS SY2 Nyssa sylvatica Tupelo 4` Ht.Seedling 7 SHRUBS Aln rug Alnus incana rugosa Speckled Alder 18-24"Pot 21 Aro arb Aronia arbutifolia Red Chokeberry 18-24"Pot 21 Aro mln Aronia melanocarpa Black Chokeberry #5 Pot 22 Cle aln Clethra alnifolia Summersweet #5 Pot 28 Fot air Fothergilla gardenii 'Mt. Airy'Mt. Airy Dwarf Witchalder #5 Pot 35 Hyd que Hydrangea quercifolia Oakleaf Hydrangea #5 Pot 6 Ile wi3 Ilex verticillata Winterberry #5 Pot 56 Ite pip Itea virginica 'Little Henry'Virginia Sweetspire #5 Pot 70 Lin ben Lindera benzoin Spicebush #3 Pot 18 Phy nan Physocarpus opulifolius 'Nanus'Dwarf Ninebark #5 Pot 80 Rhu gro Rhus aromatica 'Gro-Low'Gro-Low Fragrant Sumac #5 Pot 108 Vac hig Vaccinium corymbosum Highbush Blueberry 18-24"Pot 33 Vib arr Viburnum dentatum Viburnum #5 Pot 48 Vib ar2 Viburnum dentatum Viburnum 18-24"Pot 22 Vib am2 Viburnum trilobum American Cranberrybush 18-24"Pot 26 CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING QTY REMARKS GROUND COVERS Bou blo Bouteloua gracilis 'Blonde Ambition'Blonde Ambition Blue Grama 1 gal.Pot 30" o.c.163 Cal kar Calamagrostis x acutiflora 'Karl Foerster'Karl Foerster Feather Reed Grass 1 gal.Pot 24" o.c.139 Cha lat Chasmanthium latifolium Northern Sea Oats 1 gal.Pot 24" o.c.160 Ech pur Echinacea purpurea Coneflower 1 gal.Pot 18" o.c.221 Lir cre Liriope spicata Creeping Lilyturf Quart Pot 18" o.c.952 Mon ber Monarda fistulosa Bergamot 1 gal.Pot 18" o.c.143 Pan vir Panicum virgatum Switch Grass 1 gal.Pot 36" o.c.76 Pen dig Penstemon digitalis Beardtongue 1 gal.Pot 18" o.c.95 PLANT SCHEDULE A A A T T STO P STO P (2) CAR AME (2) CER CAN (2) CAR AME (2) CER CAN (3) CRA INR (1) QUE BIC (3) NYS SYL (2) ACE RBR (2) BET LEN (5) Aro mln (5) Lin ben (5) Aro mln (5) ACE SEE (5) Lin ben (3) CAR AME (5) BET2 SE (5) Lin ben(5) BET SEE (3) BET LEN (3) Aro mln (5) BET2 SE (5) ACE SEE (1) ACE RBR (1) NYS SYL (2) ACE RBR (2) BET LEN (5) Aro mln (4) Aro mln (3) Lin ben (3) ACE ARM (1) ACE ARM (1) QUE BIC (3) AME SER (1) QUE BIC (1) QUE BIC (3) AME SER (23) Rhu gro (3) NYS SYL (2) CAR FST (1) ACE ARM (5) Cle aln (5) Vib arr (5) Cle aln (5) Vib arr (5) Cle aln (5) Vib arr (4) Phy nan (3) Vib arr (8) Phy nan (3) Vib arr (6) Phy nan (3) Vib arr (6) Phy nan (12) Ite pip (12) Ite pip (3) Hyd que (5) Ile wi3 (5) Fot air (5) Ile wi3 (5) Ile wi3 (5) Ile wi3 (5) Ile wi3 (5) Ile wi3 (5) Ile wi3 (5) Ile wi3 (3) Hyd que (5) Fot air (5) Fot air (5) Fot air (5) Fot air (5) Fot air (5) Fot air (1) NYS SYL (1) NYS SYL (8) Ite pip (3) BET LEN (2) NYS SYL (2) AME SER (1) NYS SYL (3) AME SER (2) BET LEN (1) ACE ARM (1) ACE ARM (3) CAR AME (2) ACE ARM (2) QUE BIC (4) QUE BIC (5) Vib arr (5) Vib arr (8) Vib arr (18) Ile wi3 (1) NYS SYL (2) NYS SYL (1) ACE ARM (1) ACE ARM (2) CRA INR (2) ACE RB2 (1) NYS SYL (31) Cal kar (20) Cal kar (50) Cal kar (4) Ite pip (20) Ite pip (26) Lir cre (25) Lir cre (56) Lir cre (16) Rhu gro (1) NYS SYL (3) CRA INR (220) Lir cre (65) Lir cre (65) Lir cre (116) Lir cre (19) Phy nan (16) Rhu gro (18) Pan vir (16) Pan vir (63) Mon ber (15) Pen dig (13) Pen dig (14) Pen dig (14) Pen dig (15) Pen dig (14) Pen dig (14) Pen dig (31) Ech pur (18) Ech pur (17) Ech pur (15) Ech pur (15) Cha lat (13) Cha lat (12) Cha lat (12) Cha lat (12) Cha lat (12) Cha lat (16) Ech pur (14) Ech pur (19) Cha lat (38) Cal kar (13) Cha lat (36) Ech pur (14) Ech pur (53) Cha lat (17) Bou blo (19) Ech pur (33) Mon ber (23) Bou blo (44) Ech pur (20) Bou blo (47) Mon ber (21) Bou blo (18) Bou blo (30) Bou blo (26) Pan vir (7) Rhu gro (7) Ite pip (7) Ite pip (28) Bou blo (22) Phy nan (46) Rhu gro (5) Cle aln (5) Cle aln (3) Cle aln (16) Pan vir (6) Bou blo WETLAND REPLICATION AREA - SEE LEC ENVIRONMENTAL CONSULTANTS INC. DRAWINGS NATIVE POLLINATOR SEED MIX #1, TYP. NATIVE POLLINATOR SEED MIX #2, TYP. NATIVE POLLINATOR SEED MIX #1, TYP. NORTH NATIVE POLLINATOR SEED MIX #3, TYP. NATIVE POLLINATOR SEED MIX #3, TYP. BUILDING 1 BUILDING 2 BUILDING 3 CANAL STREET KIM B A L L R O A D LIM I T O F W O R K LIM I T O F W O R K LIMIT OF WORK ARCHITECT LANDSCAPE ARCHITECT STAMP PROJECT NUMBER: J5034 DRAWN BY: JM/JG CHECKED BY: JF/RU SHEET TITLE NO . DA T E DE S C R I P T I O N RESIDENCES AT CANAL STREET 266 CANAL STREET, SALEM, MA 01970 RESIDENCES AT CANAL STREET, LLP 3/29/2024 CONFORMED SET 25 Kingston Street, 5th Floor Boston, MA 02111 (617) 536-0380 STUDIO A 03 / 2 9 / 2 0 2 4 CO N F O R M E D S E T L-3.1 PLANTING PLAN 1 MA T C H L I N E L - 3 . 2 MA T C H L I N E L - 3 . 2 RAIL T R A I L A T T (2) NYS SYL (2) CAR FST (2) CAR FST (1) ACE ARM (4) Phy nan (3) Vib arr (8) Phy nan (3) Vib arr (3) Phy nan (1) ACE ARM (2) ACE ARM (3) CAR AME (14) Vac hig (7) NYS SY2 (5) ACE SEE (16) Vib am2 (5) ACE SEE (10) Vib ar2 (13) Aro arb (10) Vib am2 (13) Aln rug (5) BET SEE (8) Aro arb (8) Aln rug (3) ACE SEE (5) BET SEE (12) Vib ar2 (5) ACE SEE (19) Vac hig (1) LIR TUL (1) LIR TUL (2) ACE ARM (2) ACE RBR (1) LIR TUL (2) ACE RBR (1) LIR TUL (1) ACE RBR (1) ACE ARM (5) BET SEE (1) QUE BIC (1) QUE BIC (2) QUE BIC (1) ACE RBR (1) LIR TUL (1) ACE RBR (1) NYS SYL (2) LIR TUL (65) Lir cre (116) Lir cre (120) Lir cre (146) Lir cre (19) Phy nan (16) Rhu gro (42) Lir cre (71) Lir cre(22) Phy nan (5) Cle aln (5) Cle aln (3) Cle aln (16) Pan vir (6) Bou blo ARCHITECT LANDSCAPE ARCHITECT STAMP PROJECT NUMBER: J5034 DRAWN BY: JM/JG CHECKED BY: JF/RU SHEET TITLE NO . DA T E DE S C R I P T I O N RESIDENCES AT CANAL STREET 266 CANAL STREET, SALEM, MA 01970 RESIDENCES AT CANAL STREET, LLP 3/29/2024 CONFORMED SET 25 Kingston Street, 5th Floor Boston, MA 02111 (617) 536-0380 STUDIO A 03 / 2 9 / 2 0 2 4 CO N F O R M E D S E T BUILDING 2 NORTH MA T C H L I N E L - 3 . 1 MA T C H L I N E L - 3 . 1 BUILDING 4 BUILDING 5 NATIVE POLLINATOR SEED MIX #1, TYP. NATIVE POLLINATOR SEED MIX #1, TYP. RAIL T R A I L LIM I T O F W O R K LIMIT O F W O R K WETLAND RESTORATION SEED MIX, TYP. LANDSCAPE PLUGS, 12" O.C LANDSCAPE PLUGS, 12" O.C LANDSCAPE PLUGS, 12" O.C LOCATION OF TREES, SHRUBS, AND PLUGS TO BE BASED ON FIELD CONDITIONS AFTER RE-GRADING HAS BEEN COMPLETED. PLANTING PLAN 2 L-3.2 A 1 2 3 GALVANIZED STEEL PADLOCKABLE 3 4"Ø SLIDE BOLT (2 TOTAL) POWDER COAT FINISH, SEE NOTE 1 SEE PLAN 7' - 0 " 3" GALVANIZED STEEL CANE BOLTS (2 TOTAL), POWDER COAT FINISH, SEE NOTE 1 FINISH GRADE REINFORCED CONCRETE FOOTING, TYP. 6" 3' - 6 " 2' - 0 " M I N WASTE ENCLOSURE SCALE: 1/2" = 1'-0" HEAVY DUTY WHEELS FOR GATE, TYP. OF 2 SEE PLAN 6x6 PRESSURE TREATED POST, TYP. 7' - 0 " 3" REINFORCED CONCRETE FOOTING, TYP. 6" 3' - 6 " 2' - 0 " M I N HEAVY DUTY STEEL GATE HINGE, (3 PER GATE PANEL), INSTALL PER MANUFACTURER RECOMMENDATIONS 1x6 CEDAR STOCKADE FENCE ENCLOSURE, SEE NOTE 1 DIAGONAL BRACE, TYP. FRONT ELEVATION - DOUBLE SWING GATE SIDE ELEVATION NOTES: 1.COORDINATE ALL FINISH AND STAIN COLORS WITH OWNER/LANDSCAPE ARCHITECT. 2.MANUFACTURER TO REVIEW OPENING DIMENSIONS AND PREPARE SHOP DRAWINGS OF GATES AND HARDWARE. 3.FOOTING SIZE AND REINFORCING TO BE COORDINATED WITH MANUFACTURER AND STRUCTURAL ENGINEER. 2x4 PRESSURE TREATED TOP, BOTTOM AND SIDE RAILS, TYP. 1x6 SLOPED TOP PLATE, TYP. 1/2" IN-GROUND PIPE RECEIVER, TYP. OF 2 4 2" WIRE CORE STEEL FUSION BONDED VINYL-COATED FENCE FABRIC - 9 GA @ 4'-0" FENCE, 6 GA. @ 6'-0" FENCE, KNUCKELD SELVAGE TOP & BOTTOM 2" (1.9" O.D.) GALV. STEEL LINE POST 1-5/8" (1.66" O.D.) GALV. STEEL TOP RAIL 1-5/8 (1.66" O.D.) GALV. STEEL BOTTOM RAIL PVC COATED TIE WIRES @ 12" O.C. 2-1/2" (2.875" O.D.) END OR CORNER POST 1/4" X 3/4" GALV. STEEL TENSION BAR GALV. STEEL POST CAP - SEE NOTE #1 FINISH GRADE, SEE PLAN FOR MATERIALS 4' - 0 " M I N . 4' - 0 " 11 GA. BANDS, 1" W @ 14" O.C. 18" TYP. @ END OR CORNER POSTS 12" TYP. @ LINE POSTS 10'-0" O.C. MAX., EVENLY SPACED (TYP) 2" T Y P CONCRETE FOUNDATION, 4,000 PSI COMPACT SUBGRADE BENEATH FOUNDATION CONCRETE FOUNDATION TO BE SET MIN. 6" BELOW GRADE, SLOPE TOP TO DRAIN NOTE: 1. ALL FENCE FRAMEWORK MEMBERS & FITTINGS SHALL BE COATED WITH FUSION-BONDED VINYL COATING TO MATCH FENCE FABRIC COATING. TOP OF FENCE SHALL BE LEVEL, VERIFY GRADES IN FIELD VINYL COATED CHAIN LINK FENCE SCALE: 3/4"=1'-0" VINYL FENCE, AT GRADE SCALE: 3/4"=1'-0" ELEVATION 4" NOTES: 1. FENCE TO BE ASTM F964-09 COMPLIANT. 2. COLOR AND FINISHES ARE TO BE SELECTED BY OWNER. PVC TONGUE AND GROOVE PANEL 6' - 0 " 8'-0" 7'-7" 2" CL POST CLPOST 4' - 1 1 " 512" 512" 2' - 1 0 " NEW ENGLAND POST CAP 5" X 5" HEAVY DUTY POSTS WITH EXTRUDED VINYL TOP RAIL BOTTOM RAIL WITH GALVANIZED STEEL REINFORCMENT POST TO BE ROUTED TO ACCEPT TOP RAIL (TYP.) POST TO BE ROUTED TO ACCEPT BOTTOM RAIL (TYP.)2" VINYL FENCE, ON RETAINING WALL SCALE: 3/4"=1'-0" ELEVATION EMBED POSTS IN RETAINING WALL PER MANUFACTURER'S RECOMMENDATIONS (TYP.) PVC TONGUE AND GROOVE PANEL 8'-0" CL POST CLPOST NEW ENGLAND POST CAP 5" X 5" HEAVY DUTY POSTS WITH EXTRUDED VINYL TOP RAIL BOTTOM RAIL WITH GALVANIZED STEEL REINFORCMENT POST TO BE ROUTED TO ACCEPT TOP RAIL (TYP.) POST TO BE ROUTED TO ACCEPT BOTTOM RAIL (TYP.)VA R I E S 2" VA R I E S 512" 512" 2"TOP OF WALL, SEE GRADING PLAN 2 X 8 FASCIA BOARD 2 X 8 TOP RAIL 2 X 4 CONTINUOUS RAIL/CURB 2 X 4 X 6" LONG BLOCKING 3'-0" 3 1 2" MAX. 3/8" METAL CABLE (2) 1/2"-DIA. GALV. THRU BOLT, COUNTERSUNK WOOD BOARDWALK RAILING SCALE: 1" = 1' - 0" 4 X 4 POST SPACED 42" OC 5 ARCHITECT LANDSCAPE ARCHITECT STAMP PROJECT NUMBER: J5034 DRAWN BY: JM/JG CHECKED BY: JF/RU SHEET TITLE NO . DA T E DE S C R I P T I O N RESIDENCES AT CANAL STREET 266 CANAL STREET, SALEM, MA 01970 RESIDENCES AT CANAL STREET, LLP 3/29/2024 CONFORMED SET 25 Kingston Street, 5th Floor Boston, MA 02111 (617) 536-0380 STUDIO A 03 / 2 9 / 2 0 2 4 CO N F O R M E D S E T LANDSCAPE DETAILS 4 L-4.4 A LIGHT BOLLARD Scale: 1" = 1'-0" CL LIGHT BOLLARD FINISH GRADE OF PLANT BED, SET TOP OF FOOTING BELOW FINISH GRADE CONCRETE FOOTING COMPACTED ORDINARY FILL OR UNDISTURBED SUBGRADE COMPACTED DENSE GRADED CRUSHED STONE BASE 6" 6" BASEPLATE WITH BOLTS AND U-BOLTS (MANUFACTURER PROVIDED), USE LEVELING WASHERS AS NEEDED TO SET FLUSH, MOUNT BOLLARD PER MANUFACTURER'S RECOMMENDATIONS 6"1'-0"Ø MIN. CONDUIT, COORDINATE WITH ELECTRICAL DRAWINGS4' - 0 " M I N 2" 1 2 CL VEHICULAR BOLLARD FINISH GRADE OF ADJACENT SIDEWALK REINFORCED CONCRETE FOOTING (4,000 PSI) COMPACTED ORDINARY FILL OR UNDISTURBED SUBGRADE COMPACTED DENSE GRADED CRUSHED STONE SUBBASE 6" 6" 4' - 0 " M I N #5 AT 12" VERTICAL EACH FACE #5 AT 12" STIRRUPS (2) #5 ADDITIONAL TOP 6"1'-8"Ø BASE PLATE (MANUFACTURER SUPPLIED), PROVIDE LEVELING WASHERS, GROUT VOIDS SOLID VEHICULAR BOLLARD SCALE: 1"=1'-0" M12 (1/2") THREADED ROD (MANUFACTURER SUPPLIED) SET INTO EPOXY ANCHORING ADHESIVE (TYP. OF 4) PLAN - SINGLE SCALE: 3/4" = 1'-0" GRILL STATION, SINGLE OR DOUBLE 2' - 3 " B A S E 2' - 5 " C O U N T E R T O P 2'-10" BASE 2'-10" BASE 2'-10" BASE 2'-11" COUNTER TOP 2'-11" COUNTER TOP2'-10" COUNTER TOP 11 3 4" GRANITE TOP GRANITE TOP PLAN - DOUBLE 2' - 3 " B A S E 2' - 5 " C O U N T E R T O P 2'-10" BASE 2'-10" BASE 2'-11" BASE 2'-11" COUNTER TOP 2'-11" COUNTER TOP2'-10" COUNTER TOP GRANITE TOP GRANITE TOP GRANITE TOP 2'-10" BASE 2'-10" COUNTER TOP 2'-10" BASE 2'-11" COUNTER TOP 14'-5" COUNTER TOP 2'- 3 "2'-10 " 2'-10 " 2'-10 " COUNTERTOP ABOVE 2' - 1 0 1 2" WOOD SLAT FACE ISOMETRIC - SINGLE SHOWN ONLY 8'-8" COUNTER TOP ALUMINUM PANEL ALUMINUM PANEL 734" 2'-10"1' - 4 1 4" 11 3 4" 2'-10"1' - 4 1 4" 11 3 4" 2'-10"1' - 4 1 4" GRILL GOES HERE; COORDINATE ELECTRICAL SERVICE WITH ELECTRICAL INFORMATION 1'- 41 4" 1' - 7 " 2'-8 1 2" 32-1/4" x 18-3/4" CUT-OUT FOR STAINLESS STEEL DOOR (DUAL) BY ELECTRICHEF, INSTALL PER MANUFACTURER'S RECOMMENDATION 3' - 0 " , V E R I F Y A D A RE A C H R E Q M N T S 2' - 0 " 1'-0" CL PET WASTE STATION SCALE: 1"=1'-0" DENSE GRADED CRUSHED STONE BASE NON-WOVEN FILTER FABRIC, MIRAFI 160N OR EQ. COMPACTED ORDINARY FILL OR PREPARED SUBGRADE CONCRETE FOOTING 8" 10 GALLON TRASH RECEPTACLE WITH LID POST, 2" SQ, WITH CAP, PROVIDE SHOP DRILLED HOLES TO ACCEPT SIGN AND DISPENSER ATTACHMENT, PRIMED AND PAINTED PET WASTE BAG DISPENSER WITH STAINLESS STEEL HARDWARE ALUMINUM SIGN PANEL WITH STAINLESS STEEL HARDWARE FINISH GRADE OF DOG PARK SURFACE 18" PREPARED SUBGRADE COMPACTED DENSE GRADED CRUSHED STONE BASE THICKENED CONCRETE SLAB/BASE FINISH GRADE OF ADJACENT SURFACE 6" M I N . DIRECT BURIAL, EMBEDDED IN CONCRETE BASE PER MANUFACTURER'S RECOMMENDATIONS BIKE RACK SCALE: 1"=1'-0" 6" BIKE RACK 3 4 5 POWER RECEPTACLE Scale: 1" = 1'-0" CL POWER RECEPTACLE FINISH GRADE OF PLANT BED OR UNIT PAVERS, SEE PLANS CONCRETE FOOTING COMPACTED ORDINARY FILL OR UNDISTURBED SUBGRADE COMPACTED DENSE GRADED CRUSHED STONE BASE 6" 6" BASEPLATE (MANUFACTURER PROVIDED), USE LEVELING WASHERS AS NEEDED TO SET FLUSH, MOUNT RECEPTACLE PER MANUFACTURER'S RECOMMENDATIONS 6"1'-0"Ø MIN. CONDUIT, COORDINATE WITH ELECTRICAL DRAWINGS4' - 0 " M I N VIF 6 3'-0", TYP. 1'-8" PLAN SCALE: 1/16"=1'-0" EDGE OF PAVING PLAN SCALE: 1/16"=1'-0" 8'-7" TYP. EQ.EQ. 9" BIKE RACK, TYP. BOLLARD, TYP. ARCHITECT LANDSCAPE ARCHITECT STAMP PROJECT NUMBER: J5034 DRAWN BY: JM/JG CHECKED BY: JF/RU SHEET TITLE NO . DA T E DE S C R I P T I O N RESIDENCES AT CANAL STREET 266 CANAL STREET, SALEM, MA 01970 RESIDENCES AT CANAL STREET, LLP 3/29/2024 CONFORMED SET 25 Kingston Street, 5th Floor Boston, MA 02111 (617) 536-0380 STUDIO A 03 / 2 9 / 2 0 2 4 CO N F O R M E D S E T LANDSCAPE DETAILS 5 L-4.5 A GRAPHIC SIGN PANEL - 18" THICK METAL PLATE WITH DIRECT EMBED GRAPHICS (TBD) SIDE SUPPORT - 3 8" METAL PLATE ATTACHMENT PLATE - 1 2" THICK METAL PLATE - CONTINUOUS WELD TO SIDE SUPPORT - GRIND WELDS SMOOTH SIGN PANEL SUPPORT - 3 8" METAL PLATE - CONTINUOUS WELD TO SIDE SUPPORT - GRIND WELDS SMOOTH SIDE SUPPORT - 3 8" METAL PLATE ATTACHMENT BOLTS 9" 9" 4" 3" SIDE SUPPORT - 3 8" METAL PLATE 3' - 7 " 2' - 3 " 3'-7" 3'-6" SIGN PANEL 8" T Y P . 1'-6" ATTACHMENT PLATE ATTACHMENT PLATE 54.9° 2" 2'-1" FRONT ELEVATION SIDE ELEVATION INTERPRETIVE SIGNAGE, AT GRADE OR AT BOARDWALK SCALE: 1"=1'-0" ATTACHMENT PLATE BOLT SPACING CONCRETE FOOTING COMPACTED DENSE GRADED CRUSHED STONE 4'-6" 8" TYP. FINISH GRADE AT GRADE AT WOOD BOARDWALK WOOD BOARDWALK RAILING ATTACHMENT PLATE - 1 2" THICK METAL PLATE - CONTINUOUS WELD TO SIDE SUPPORT - GRIND WELDS SMOOTH 2,4 L-4.7 WOOD BOARDWALK 05 L-4.4 4 X 8 WOOD BLOCKING 1 CATENARY LIGHT POLE AND BASE SCALE: 1"=1'-0" FINISH GRADE3" MIN. REINFORCED CONCRETE FOUNDATION 4' - 0 " M I N . 8" COMPACTED DENSE GRADED CRUSHED STONE 1' - 6 " 14 ' - 6 " , V I F 6" 2" x 4" UNREINFORCED HANDHOLE WITH LAP COVER AND STAINLESS STEEL SCREWS CATENARY LIGHT STANTION 4" SQUARE METAL TUBE STANCHION CAP - 1/4" PLATE - FULL WELD TO TOP OF STANCHION - GRIND WELDS SMOOTH - WEDGES OF CAP TO ALIGN WITH PROFILE OF STANCHION TUBE CATENARY ATTACHMENT CABLE - 1/4" THICK METAL PLATE - FULL WELD TO STANCHION - GRIND WELDS SMOOTH CATENARY LIGHTING STANCHION ATTACHMENT PLATE 1'-0" 4" 3" TYP. STANCHION ATTACHMENT PLATE STANCHION 1'-6" COMPACTED ORDINARY FILL OR UNDISTURBED SUBGRADE 2 NOTE: WALL, STAIR, CATENARY LIGHT POLE AND BOARDWALK DETAILS ARE PRELIMINARY PENDING STRUCTURAL ENGINEERING REVIEW AND APPROVAL AND ARE NOT FOR CONSTRUCTION. DETAILS WILL BE UPDATED FOLLOWING STRUCTURAL ENGINEERING REVIEW AND APPROVAL AND WILL BE ISSUED FOR CONSTRUCTION AT A LATER DATE. ARCHITECT LANDSCAPE ARCHITECT STAMP PROJECT NUMBER: J5034 DRAWN BY: JM/JG CHECKED BY: JF/RU SHEET TITLE NO . DA T E DE S C R I P T I O N RESIDENCES AT CANAL STREET 266 CANAL STREET, SALEM, MA 01970 RESIDENCES AT CANAL STREET, LLP 3/29/2024 CONFORMED SET 25 Kingston Street, 5th Floor Boston, MA 02111 (617) 536-0380 STUDIO A 03 / 2 9 / 2 0 2 4 CO N F O R M E D S E T LANDSCAPE DETAILS 9 L-4.9 A A DN DN UP UP DN FE C FEC FEC FE C FE C FEC GENERAL PLAN NOTES 1. ALL CMU WALLS ARE DIMENSIONED FACE TO FACE. 2.ALL STUD WALLS ARE DIMENSIONED CENTERLINE TO CENTERLINE OF STUD. 3.ALL EXTERIOR WALLS ARE DIMENSIONED TO EXTERIOR FACE OF MASONRY OR EXTERIOR FACE OF STUD. 4.ALL OPENINGS WITHIN A MASONRY WALL ARE DIMENSIONED TO THE MASONRY OPENING. 5.ALL OPENINGS WITHIN A STUD WALL ARE DIMENSIONED TO CENTERLINE OF OPENING. 6.COORDINATE ALL FOOTINGS, PIERS, SLABS, AND DETAILS WITH STRUCTURAL DRAWINGS AND SPECIFICATIONS. 7.UNLESS OTHERWISE NOTED, INTERIOR DIMENSIONS ARE TO CENTERLINE OF STUD. 8.INTERIOR DIMENSIONS TO DEMISING PARTITIONS ARE TO CENTERLINE OF OVERALL PARTITION. 9.INTERIOR DIMENSIONS TO THE EXTERIOR WALL ARE TO THE OUTSIDE FACE OF STUD/OUTSIDE FACE OF FOUNDATION. 10.REFER TO ID-SERIES FOR FINISH FLOOR AND REFLECTED CEILING PLANS. 1 2 3 4 5 KIMBALL R O A D SALEM RAIL TRAIL CA N A L R O A D 1 A-302 2 A-3021.3 1.3 1.4 1.4 1.7 1.7 1.8 1.8 1.10 1.10 1.C1.C 1.D1.D 1.1 1.1 1.A1.A 1.F1.F 1.16 1.16 1.E 1.E 1.B 1.B 1.13 1.15 1.151.6 1.6 1.9 1.9 1.12 1.12 1.2 1.2 1 A-404 2 A-404 3 A-4044 A-404 1 A-405 2 A-403 1.5 1.5 2 A-405 1'-11"27'-2 1/4"27'-0"9'-0"9'-2"9'-0"27'-0"27'-0"18'-0"17'-4"27'-0"21'-7 3/4" 1'-11" 27'-2 1/4"27'-0"9'-0"9'-2"9'-0"27'-0"27'-0"18'-0"17'-4"27'-0"9'-11 3/4"25'-4" 1'-11" 1' - 1 1 " 17 ' - 6 " 25 ' - 0 " 17 ' - 6 " 17 ' - 6 " 25 ' - 0 " 17 ' - 6 " 1' - 1 1 " 13'-8"1'-11" 4'-6"3'-4" 1'-2" 1'-3 3/4" 27'-0" 3'-4"2'-1"17'-4" 28'-1"3'-4"1'-1"18'-0 7/8" 1'-11" 1' - 1 1 " 1' - 1 1 " 1' - 1 1 " 1'-3 3/4" 25'-4 1/2" 113'-9 1/4" 4'-6"6'-4" 5" 5" 5" MASONRY SHELF ELEV. 11.2' 5" STEM T.O. RUSTICATED CONCRETE WALL ELEV. 16.53' T.O. RUSTICATED CONCRETE WALL ELEV. 16.53' 5" 5" 5" MASONRY SHELF 5" STEM 7"5" T.O. SHELF ELEV. 12.2' 7" STEM 5" 5" 5" MASONRY SHELF 5" STEM 5"5" 5" MASONRY SHELF 5" STEM 5" 5"5" MASONRY SHELF 5" STEM T.O. RUSTICATED CONCRETE WALL ELEV. 16.53' T.O. RUSTICATED CONCRETE WALL ELEV. 16.53' T.O. RUSTICATED CONCRETE WALL ELEV. 16.53' T.O. RUSTICATED CONCRETE WALL ELEV. 16.53' T.O. WALL ELEV. -0'-1.25" AT DOOR 11'-4 3/4"4'-3" 1'-8 1/4" 15'-2 3/4"3'-4" 5'-7 1/4" 3'-8" 8'-9 1/2" WALL STEP WALL STEP WALL STEP WALL STEP 7' - 0 1 / 2 " 13 ' - 7 " 14 ' - 1 " 14'-1" 10'-3 3/4" 24'-1 1/4" 4" 3' - 4 " 7' - 1 0 " 10'-0"3'-4" 2' - 1 1 " 3' - 6 " 3' - 1 1 " 3' - 6 " 4" 8'-8" 7' - 0 " THICKENED SLAB FOOTINGS, SEE STRUCTURAL THICKENED SLAB FOOTINGS, SEE STRUCTURAL 14'-2 3/4" EDGE OF RAISED SLAB 12 ' - 0 " 23 ' - 1 1 1 / 2 " - 1 2 " W I D T H 9' - 6 1 / 2 " 2"5"5" 2"5"5" 5" MASONRY SHELF ELEV. 11.2' 5" STEM 5" MASONRY SHELF ELEV. 12.2' 5" STEM 8' - 3 " 8' - 3 " 2" SHELF ELEV. 12.7' 2" SHELF ELEV. 12.7' 8' - 0 " 5' - 3 " 17'-4 5/8"3'-0 1/4" 11 ' - 0 " 7 3/4" T.O. WALL ELEV. 13.2' AT DOOR T.O. WALL ELEV. 13.2' AT DOORST.O. WALL ELEV. 13.2' AT DOOR T.O. WALL ELEV. 13.2' AT DOOR T.O. WALL ELEV. 13.2' AT DOOR T.O. WALL ELEV. 13.2' AT DOOR T.O. WALL ELEV. 13.2' AT DOOR T.O. WALL ELEV. 13.2' AT DOOR T.O. WALL ELEV. -1'-2 3/8" AT DOOR T.O. WALL ELEV. -0'-8 3/8" AT DOOR A A A 236'-10" 63 ' - 1 0 " 236'-10" 63 ' - 1 0 " WOOD POSTS, SEE STRUCTURAL WOOD POSTS, SEE STRUCTURAL 24 ' - 0 " 23 ' - 4 " WALL STEP T.O. SHELF ELEV. 11.2' DO U B L E H E I G H T W A L L 21 ' - 0 " HSS POST HSS POST HSS POST 1'-3 7/8" 9 3 / 4 " 1' - 0 " 7" STEM ELEV. 13.2'5" SHELF ELEV. 12.7' A 1 A-302 A-201 2 A-201 4 A-201 1 A-201 3 2 A-302 236'-0" 1.3 1.3 1.4 1.4 1.7 1.7 1.8 1.8 1.10 1.10 1.C1.C 1.D1.D 1.1 1.1 1.A1.A 1.F1.F 1.16 1.16 1.E 1.B 1.B 1.13 1.13 1.15 1.151.6 1.6 8'-4 3/4" 21 ' - 1 3 / 4 " 16'-7"17 ' - 1 1 3 / 8 " MAINTENANCE M01-1 WATER W01-1 1.9 1.9 ADA 4 FUTURE ELECTRIC VEHICLE 5 FUTURE ELECTRIC VEHICLE 6 FUTURE ELECTRIC VEHICLE 7 91011 12 13 14 16 17 18 19 20 21 22 23 ELECTRIC VEHICLE 2 ELECTRIC VEHICLE 1 15 COMPACT 8 1.12 1.12 1.2 1.2 STAIR 101-1 STAIR 201-1 A-601 1 A-601 4 MAIL MAIL01-1 CONFERENCE ROOM CONF101-1 LEASING OFFICE LO201-1 ELEVATOR CONTROL ROOM ECR01-1 3H 17 17 17 17D 17 F 17 15.1 12 12 17 F 1 A-4042 A-404 3 A-404 4 A-404 1 A-405 B01-1 ECR01-1 P01-1ST101B-1W01-1 VES301B-1 LO201-1LO301-1 ST101A-1 MAIN01-1 ELEC/MDF E01-1 POOL EQPT PE01-1 2 A-403 PA01-1 MEP MEP101-1 CLUBROOM CB01-1 12.0' 13.1' PARKING P-1 1.5 1.5 1'-6"27'-2 1/4"27'-0"9'-0"9'-2"9'-0"27'-0"27'-0"18'-0"17'-4"27'-0"21'-7 3/4"1'-6"12'-2"1'-6" 236'-0" 17 ' - 6 " 25 ' - 0 " 17 ' - 6 " 1' - 6 " 9' - 3 " 25 ' - 0 " 9' - 3 " 8' - 3 " 1' - 6 " 63 ' - 0 " 63 ' - 5 " COWORK CW101-1 PACKAGE PA01-1 LEASING OFFICE LO301-1 VESTIBULE VES301-1 VESTIBULE VES201-1 PE01-1 ST201B-1 AV01-1 R101-1 R201-1 MEP101-1 RESTROOM R101-1 RESTROOM R201-1 JAN JN01-1 E01-1 TS101A-1 WORK POD WP301-1 WORK POD WP201-1CONFERENCE ROOM CONF201-1 LEASING OFFICE LO101-1 VESTIBULE VES101-1 AV AV01-1 JN01-1 LO101-1 WH201-1 WH301-1 CONF101-1 CONF201-1 S01-1 STORAGE S01-1 TS101B-1 V101B-1 MEP MEP301-1 2 A-405 17 17 3'-8 1/8" 12.4' 4 A-704 17J V201A-1 V101A-1 CW101-1 8' - 3 " CB01-1 V201B-1 17 17J 1A 12 12 1 12 1 12 12 12 12 12 12 3 3 3 3A 3A 3A 10 B 9D 3B 12 1'-3 1/4" 4' - 1 7 / 8 " 6'-2 7/8"17'-4 1/2"8 1/8" 10 7/8" 8'-6"9'-10"11'-9"13'-8 7/8"3'-4" 2'-8 1/2" 6'-4" 1'-8" 3'-4"6'-7"3'-8"76'-7 5/8"3'-4"9'-10"3'-4"32'-11" M.O. 6'-4"7'-5 1/4"8'-7 3/4" 1'-6 1/4" 9' - 9 3 / 4 " 5' - 6 1 / 2 " 13'-6 3/4" 11'-7 1/8" 8'-0 1/4" 5'-2 7/8"16'-2 1/8"5'-7 1/4"1'-2 7/8"9'-4 7/8"6'-0 1/2"10'-9 7/8" 8'-3"7'-9 3/4" 7' - 1 1 " 2' - 0 7 / 8 " 10 ' - 1 " 2' - 0 7 / 8 " 5' - 9 1 / 2 " 7' - 1 7 / 8 " 26 ' - 3 1 / 4 " 12 ' - 0 3 / 4 " 2'-1 3/8"19'-7 1/8"4'-6 3/4"5'-2 1/2"7'-3 1/4" H H L L H H H L H H LL L L L L H G MEP201-1 1' - 6 " 46 ' - 6 " 8' - 3 " 12'-8" 9B 9B ST201A-1 10 1B 3E 1B 10 3A 3A3A A-620 1 5' - 0 " 11 ' - 0 " 8' - 0 " 9' - 0 " 8' - 6 " 1 A-702 9'-9"28'-3 3/4" 17 ' - 6 3 / 4 " 13'-10 3/4" 9' - 1 1 5 / 8 " 8' - 0 " 6'-7 3/4" 4' - 7 3 / 4 " BIKE ROOM B01-1 17 6' - 9 " 4' - 0 " SAFETY LINE STRIPING TENANT SPACE TS01-1 15 . 1 16 ' - 0 " ESF 01 ISF B1.1 ISF 04.1 ESF 01.1 ESF 05 ESF 02 DUAL POINT ELECTRIC VEHICLE CHARGER COMPACT 3 ESF 04 ESF 01 1A 1A ST201A-4 MEP MEP201-1 DOG WASH DW-101 DW01-1 B01-2 1F A-608 1 BF - 7 BF-1 BF-2 BF-3 BF - 1 2 BF - 1 1 BF-5 BF - 1 0 BF-5 BF - 9 BF - 8 BF - 6 BF-4 17F 9' - 1 0 1 / 2 " 11.2'9.5' 9.5' A-620 2 Sim 12.0' 13.1' 11.2' 11.2' LOBBY CROSS SLOPE NOT TO EXCEED 2% IN ANY DIRECTION AT ACCESSIBLE PARKING STALLS, ACCESS AISLES, AND ACCESS PATHWAYS, TYPICAL A A A A A R301-1 17 3H 3H 3H 3H A-528 1 123B 3B 3B 3B HSS POST HSS POST HSS POST 9 1/4" 3'-4"8'-5"1'-1 3/4" 11 B 3' - 8 5 / 8 " 8' - 6 " 2' - 2 1 / 2 " 8' - 6 " 1' - 4 3 / 4 " 8' - 6 " 2' - 2 1 / 2 " 8' - 6 " 2' - 1 1 3 / 4 " 1'-3 1/8" 10'-2 1/4"2'-0"8'-6" 3'-4 7/8" 11 1/2" 12'-9" 1'-8 3/4" 10'-6" 2'-4" 5'-9 1/2"6'-1 3/4"8'-6" 1'-1 3/4" 8'-4" 1'-2" 115'-3 1/2"5'-10" 2'-11" 8'-6" 6" 8'-6" 6" 8'-6" 9 1/8" 3' - 6 " 5' - 3 " 8" 8' - 6 " 8" 8' - 6 " 8" 8' - 6 " 8" 8' - 6 " 8" 8' - 6 " 5' - 1 1 " 2' - 6 " 1F 1F 1' - 0" 1' - 11" 10'-6" 9" CL E A R D R I V E L A N E 20 ' - 8 " EWA8 EWA8 EWA8 EWA8.2 EWA8.2 10'-6" EQ EQ 12 ' - 6 " 12 ' - 6 " FLOOR DRAIN 2% 2%2% 2% 14'-5 5/8"64'-11"28'-9 1/2"FLOOR DRAIN 2% 2%2% 2% 2% 2% 2%2%2%2% 2% 2% PROVIDE MULLION MATE AT WINDOW-TO- WALL A FE FE FE FE FE FE A A A A A A A A RADON RISER PIPE TO ROOF A RADON RISER PIPE TO ROOFA FE SURFACE MOUNTED FIRE EXTINGUISHER SEMI-RECESSED FIRE EXTINGUISHER FD FLOOR DRAIN PAINTED PARKING STRIPES ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 4/ 4 / 2 0 2 4 1 1 : 5 8 : 4 3 A M A-111 BUILDING 1 FOUNDATION & FIRST FLOOR PLAN RESIDENCES AT CANAL STREET 223028 266 CANAL STREET, SALEM, MA 01970 RESIDENCES AT CANAL STREET, LLP AUTHOR GDALY 3/29/2024 CONFORMED SET 4'4'00 8'8'16'16' 1/8" = 1'-0"2 BUILDING 1 - LEVEL 1 FLOOR PLAN 1/8" = 1'-0"1 BUILDING 1 - FOUNDATION PLAN NO.DATE DESCRIPTION 2/15/2024 ADDENDUM 2 2/16/2024 PERMIT SET 2/26/2024 ADDENDUM 4 A 3/29/2024 CONFORMED SET FEC FEC DN OV E N OV E N FEC DN UP UP FEC GENERAL PLAN NOTES 1. ALL CMU WALLS ARE DIMENSIONED FACE TO FACE. 2.ALL STUD WALLS ARE DIMENSIONED CENTERLINE TO CENTERLINE OF STUD. 3.ALL EXTERIOR WALLS ARE DIMENSIONED TO EXTERIOR FACE OF MASONRY OR EXTERIOR FACE OF STUD. 4.ALL OPENINGS WITHIN A MASONRY WALL ARE DIMENSIONED TO THE MASONRY OPENING. 5.ALL OPENINGS WITHIN A STUD WALL ARE DIMENSIONED TO CENTERLINE OF OPENING. 6.COORDINATE ALL FOOTINGS, PIERS, SLABS, AND DETAILS WITH STRUCTURAL DRAWINGS AND SPECIFICATIONS. 7.UNLESS OTHERWISE NOTED, INTERIOR DIMENSIONS ARE TO CENTERLINE OF STUD. 8.INTERIOR DIMENSIONS TO DEMISING PARTITIONS ARE TO CENTERLINE OF OVERALL PARTITION. 9.INTERIOR DIMENSIONS TO THE EXTERIOR WALL ARE TO THE OUTSIDE FACE OF STUD/OUTSIDE FACE OF FOUNDATION. 10.REFER TO ID-SERIES FOR FINISH FLOOR AND REFLECTED CEILING PLANS. FE SURFACE MOUNTED FIRE EXTINGUISHER SEMI-RECESSED FIRE EXTINGUISHER FD FLOOR DRAIN 1 2 3 4 5 KIMBALL R O A D SALEM RAIL TRAIL CA N A L R O A D 1 A-302 2 A-302 1.3 1.3 1.4 1.4 1.7 1.7 1.8 1.8 1.10 1.10 1.C1.C 1.D1.D 1.1 1.1 1.A1.A 1.F1.F 1.16 1.16 1.E 1.B 1.B 1.13 1.151.6 1.6 1.9 1.9 1.12 1.12 1.2 1.2 1 A-4042 A-404 3 A-404 4 A-404 1 A-405 1.5 1.5 1.11 1.11 1.161 1.161 2 A-405 25'-4"9'-11 3/4"17'-1"8'-11"1'-0"17'-4"18'-0"27'-0"27'-0"9'-0"9'-2"9'-0"27'-0"27'-2 1/4"1'-5 1/2" 8' - 3 " 9' - 3 " 25 ' - 0 " 17 ' - 6 " 1'-5 1/2"27'-2 1/4"27'-0"9'-0"9'-2"9'-0"27'-0"27'-0"18'-0"17'-4"1'-0"8'-11"17'-1"21'-7 3/4"13'-8" 13 ' - 1 1 3 / 4 " 34 ' - 1 1 1 / 2 " 14 ' - 1 1 3 / 4 " 17 ' - 6 " 25 ' - 0 " 17 ' - 6 " 13 ' - 1 1 1 / 2 " 2'-4 1/4" 8' - 3 " 13 ' - 0 1 / 4 " 20 ' - 4 " 13 ' - 1 3 / 4 " 9' - 3 " 64 ' - 0 " 25'-4"37'-5 3/4" 2'-4 1/4" 1'-6" 1'-6" 1' - 6 " 1'-6" FA2 FA4.1 11" 1' - 1 " 1' - 4 " 1' - 1 " FA4 4 1/4"8'-5 1/2"4 1/4" 1' - 5 1 / 2 " 2' - 5 1 / 2 " 1' - 0 " 1' - 5 1 / 2 " OPEN TO BELOW 1'-6"12'-2" 2' - 3 1 / 4 " 13'-8"1'-6" 10 ' - 9 " 2' - 4 3 / 4 " 20 ' - 4 " STAIR OPENING ELEVATOR OPENING STAIR OPENING R 1'-7 1/2" 2' - 6 " 16 ' - 0 1 / 8 " 8' - 4 1 / 4 " 7 3/4"10'-0 1/4" 28 ' - 5 " 37'-8 1/2"99'-1 1/4"36'-4" 3'-9 3/4"19'-3"7'-11 1/4" 4' - 1 1 3 / 4 " 11 ' - 3 1 / 2 " 2' - 5 " 11 ' - 3 1 / 2 " 4' - 1 1 3 / 4 " 65'-0"82'-0"17'-8 1/4" 238'-3 3/4" 1/2"8'-11"1'-0" 40'-2 3/8" 1' - 5 1 / 2 " 12 ' - 6 " 5' - 0 " 63 ' - 1 1 " INSULATED FLOOR ASSEMBLY WOOD POST, SEE STRUCTURAL WOOD POST, SEE STRUCTURAL 238'-3 3/4" 4 3/8" 1 A-302 A-201 2 A-201 4 A-201 1 A-201 3 2 A-302 2'-4 1/4" 1.3 1.3 1.4 1.4 1.7 1.7 1.8 1.8 1.10 1.10 1.C1.C 1.D1.D 1.1 1.1 1.A1.A 1.F1.F 1.16 1.16 1.E 1.B 1.B 1.13 1.15 1.151.6 1.6 1.9 1.9 1.12 1.12 1.2 1.2 ELEC E02-1 A-601 2 STAIR 102-1 STAIR 202-1 A-601 5 MEP MEP02-1 17J 17J 17J 9' - 3 " 46 ' - 6 " 8' - 3 " 1 A-404 2 A-404 3 A-404 4 A-404 1 A-405 2 A-403 7'-2 1/8"6'-6" 6'-9"10'-3"14'-3"4'-9"3'-4"7'-0"10'-3"6'-5"4'-9"12'-3"10'-3"8'-9" OPEN TO BELOW FITNESS F02-1 PB-3 4 PB-3 2 PB-3 3 PB-3 1 PB-15 2 CORRIDOR CO02-1 1.5 1.5 E02-1 SPEAKEASY SE02-1 CAFE C02-1 JAN. CL. JN02-1 RESTROOM R02-1 SE02-1 F02-1 CO02-1 MEP MEP02-2 MEP02-2 1.11 1.11 1.161 1.161 WET BAR SINK 2 A-405 2B.1 1215 ST1 1213 1A 1211 1A 1209 1C G2 1207 2A 1208 1A 1206 2D G2 1204 2A.4 1205 2B 1212 238'-4 1/4" 27'-2 1/4"36'-0"9'-2"9'-0"27'-0"27'-0"18'-0"17'-4"1'-0"8'-11"17'-1"21'-7 3/4" 238'-4 1/4" 13'-8"11'-8"9'-11 3/4"17'-1"8'-11" 1'-0" 17'-4"18'-0"27'-0"27'-0"9'-0"9'-2"9'-0"27'-0"27'-2 1/4" 37'-8 1/4" DEMISING 18'-2"27'-0" DEMISING 27'-0" DEMISING 27'-0" DEMISING 36'-0" DEMISING 37'-9 1/2" DEMISING 64 ' - 0 " 5' - 6 1 / 2 " 10 ' - 4 1 / 2 " 14 ' - 4 " 10 ' - 4 1 / 2 " 5' - 6 1 / 2 " 32 ' - 5 3 / 4 " D E M I S I N G 31 ' - 6 1 / 4 " D E M I S I N G 17 ' - 6 " 25 ' - 0 " 17 ' - 6 " 64 ' - 0 " U UU UU UUU U U 6'-2"9'-4"12'-3"5'-0"5'-0 1/2"6'-3 1/2"6'-3"15'-10 1/4"10'-3"11'-1"5'-0"11'-10"11'-0"13'-10"5'-0"2'-8"8'-4 1/2"10'-9"10'-10 1/2"6'-0"12'-3 1/4"6'-7"6'-6" 7' - 3 1 / 8 " 10 ' - 1 1 " 10 ' - 1 1 " 10 ' - 1 1 " 6' - 5 7 / 8 " 6'-4"13'-0"9'-3"7'-0"4'-8 1/4" ST202-1MEP02-1 YOGA FLEX YF02-1 15 . 1 1'-8" ST102-1 SE02A-1 1' - 0 " 1' - 0 " 6' - 9 " 10 ' - 9 " 25 ' - 0 " 9' - 3 " 8' - 3 " FR A M E 5' - 8 1 / 4 " FRAME 5'-2 1/4"31'-0 5/8"5'-1 1/2" 3' - 1 1 3 / 4 " 16'-7 1/2"11'-4"2'-5 1/4" 4' - 4 " 4' - 6 3 / 4 " 5'-11 1/2"4'-3 3/4"12'-6 3/8" R 3'-4 3 / 8 " 8' - 2 3 / 8 " 10 3 / 4 " 2' - 3 1 / 4 " 5' - 0 " 1' - 5 1 / 8 " 1' - 8 1 / 4 " 2'-3 1/8" 3'-1" 10 3/4" 10'-4 3/4" R02-1 R 1'- 7 1 / 2 " 11 ' - 1 1 / 4 " 6' - 9 " 2' - 1 1 / 8 " 13'-2 1/2" 12 ' - 6 7 / 8 " 12 ' - 8 1 / 8 " 25'-4 1/4" FR A M E 5' - 8 1 / 4 " 2' - 5 1 / 2 " 9' - 5 " 8' - 5 " 2'-4 1/4" RD RD F C B.1 B.1 C B.1 F C B.1 B.1 F F CCF E E F F C C F CCCFFCCFCFC F C C F E EE E C E E E E E B.1B.1 B.1 B.1B 1'-6" 1'-6" 37'-8 1/4" DEMISING 27'-0" DEMISING 9'-2"36'-0" DEMISING 27'-0" DEMISING 36'-0" DEMISING 9'-2 3/4"40'-3" DEMISING 13'-8" 1'-6" 1' - 6 " 2' - 6 " 1'-6" 1' - 6 " 1' - 6 " 2' - 6 " 28 ' - 1 1 1 / 4 " 12 12 10A 10 A 12 10A 4'-8"2'-3 1/8" 2'-11 3/4" 2'-11 3/4"8'-3 1/8"8'-8 5/8" 13 13 13 1313 13 13 13 13 13 ISF 03 ISF 02.1 ISF 04 4'-11 1/2"6'-6"6'-6"6'-6"6'-6"6'-10" 27'-0" 12 12 12 121212 12 A-608 2 15 . 1 15 . 1 15.1 6'-3"9'-3"15'-2"7'-0 1/4"5'-6 1/4"13'-5 1/4"8'-0 1/2" FR A M E 5' - 8 1 / 4 " FR A M E 5' - 8 1 / 4 " CL E A R 5' - 6 " CL E A R 5' - 6 " WOOD POSTS, SEE STRUCTURAL WOOD POSTS, SEE STRUCTURAL OFD OFD 10 ' - 1 1 " HSS POST HSS POST HSS POST 10A 10 A 14 A 14A 14A 14A FD A 8'-8" 7' - 0 " 8' - 0 " 1'-0"1'-0" 1'-1" 1'-0"1'-0" EQEQ 14 A A-528 1 3C 3C 8 8 A A A 8 8 1A.6 1210 U 1'-8" 1' - 0 " A JN02-1 A ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 4/ 4 / 2 0 2 4 1 1 : 5 8 : 5 0 A M A-112 BUILDING 1 SECOND & EDGE OF SLAB FLOOR PLAN RESIDENCES AT CANAL STREET 223028 266 CANAL STREET, SALEM, MA 01970 RESIDENCES AT CANAL STREET, LLP Author GDALY 3/29/2024 CONFORMED SET 4'4'00 8'8'16'16' 1/8" = 1'-0"2 BUILDING 1 - EDGE OF SLAB PLAN 1/8" = 1'-0"1 BUILDING 1 - LEVEL 2 FLOOR PLAN NO.DATE DESCRIPTION 2/15/2024 ADDENDUM 2 2/16/2024 PERMIT SET 2/26/2024 ADDENDUM 4 A 3/29/2024 CONFORMED SET FEC FECFEC DN DN FEC GENERAL PLAN NOTES 1. ALL CMU WALLS ARE DIMENSIONED FACE TO FACE. 2.ALL STUD WALLS ARE DIMENSIONED CENTERLINE TO CENTERLINE OF STUD. 3.ALL EXTERIOR WALLS ARE DIMENSIONED TO EXTERIOR FACE OF MASONRY OR EXTERIOR FACE OF STUD. 4.ALL OPENINGS WITHIN A MASONRY WALL ARE DIMENSIONED TO THE MASONRY OPENING. 5.ALL OPENINGS WITHIN A STUD WALL ARE DIMENSIONED TO CENTERLINE OF OPENING. 6.COORDINATE ALL FOOTINGS, PIERS, SLABS, AND DETAILS WITH STRUCTURAL DRAWINGS AND SPECIFICATIONS. 7.UNLESS OTHERWISE NOTED, INTERIOR DIMENSIONS ARE TO CENTERLINE OF STUD. 8.INTERIOR DIMENSIONS TO DEMISING PARTITIONS ARE TO CENTERLINE OF OVERALL PARTITION. 9.INTERIOR DIMENSIONS TO THE EXTERIOR WALL ARE TO THE OUTSIDE FACE OF STUD/OUTSIDE FACE OF FOUNDATION. 10.REFER TO ID-SERIES FOR FINISH FLOOR AND REFLECTED CEILING PLANS. FE SURFACE MOUNTED FIRE EXTINGUISHER SEMI-RECESSED FIRE EXTINGUISHER FD FLOOR DRAIN 1 2 3 4 5 KIMBALL R O A D SALEM RAIL TRAIL CA N A L R O A D 1 A-302 A-201 2 A-201 4 A-201 1 A-201 3 2 A-302 1.3 1.3 1.4 1.4 1.7 1.7 1.8 1.8 1.10 1.10 1.C1.C 1.D1.D 1.1 1.1 1.A1.A 1.F1.F 1.16 1.E 1.B 1.13 1.151.6 1.6 1.9 1.9 1.12 1.12 1.2 1.2 RD RD RD RDRD RD WALKWAY PADS ACCESS HATCH CONDENSING UNIT ELEVATOR PENTHOUSE 1 A-404 2 A-404 3 A-404 4 A-404 1 A-405 ELEVATOR PENTHOUSE VENTED HOOD 2 A-403 1/ 4 " / 1 ' - 0 " M I N . 1/ 4 " / 1 ' - 0 " M I N . 1/ 4 " / 1 ' - 0 " M I N . 1/ 4 " / 1 ' - 0 " M I N . 1/ 4 " / 1 ' - 0 " M I N . 1/ 4 " / 1 ' - 0 " M I N . 1/2"/1'-0" MIN.1/2"/1'-0" MIN.1/2"/1'-0" MIN.1/2"/1'-0" MIN.1/2"/1'-0" MIN.1/2"/1'-0" MIN.1/2"/1'-0" MIN.1/2"/1'-0" MIN.1/2"/1'-0" MIN.1/2"/1'-0" MIN. 1.5 1.5 A-710 6 1.11 1.11 1.161 1.161 2 A-405 9' - 3 " 46 ' - 8 3 / 4 " 8' - 1 5 / 8 " 8' - 3 " 9' - 3 " 25 ' - 0 " 9' - 3 " 8' - 3 " 64 ' - 1 3 / 8 " 13'-7 3/4"222'-6 5/8"2'-4 1/4" 3'-11 5/8"27'-2 1/4"27'-0"9'-0"9'-2"9'-0"27'-0"27'-0"18'-0"17'-4"1'-0"8'-11"17'-1"21'-7 3/4"15'-3" 238'-6 5/8" 13 ' - 1 1 1 / 4 " 35 ' - 3 5 / 8 " 14 ' - 1 1 1 / 2 " 17 ' - 6 " 25 ' - 0 " 17 ' - 6 " 1' - 7 1 / 8 " 2' - 7 3 / 8 " 64 ' - 2 1 / 2 " 3'-11 3/4"36'-4 7/8"134'-8 3/4"38'-1 1/2"25'-4 1/4" 1'-7 1/4"13'-8"11'-8"9'-11 3/4"17'-1"8'-11"1'-0"17'-4"18'-0"27'-0"27'-0"9'-0"9'-2"9'-0"27'-0"27'-2 1/4" 238'-6 7/8" 17 ' - 3 7 / 8 " 1' - 0 " 1' - 0 " 2'-4 1/4" 2'-4 1/4" 4' - 8 3 / 8 " 9'-6 7/8" 3' - 0 " T Y P I C A L 1' - 6 " 1' - 6 " 1' - 6 " 134'-0"39'-6 3/8" 135'-2" 10 A-710 135'-0 7/8" 10 A-710 CRICKET OFD OFD OFD OFDOFD OFD RADON RISER PIPE DOWN TO BELOW SLAB-ON-GRADE A RADON RISER PIPE DOWN TO BELOW SLAB-ON-GRADE A 1 A-302 A-201 4 A-201 1 A-201 3 2 A-3021.3 1.3 1.4 1.4 1.7 1.7 1.8 1.8 1.10 1.10 1.C1.C 1.D1.D 1.1 1.1 1.A1.A 1.F1.F 1.16 1.E 1.B 1.B 1.13 1.13 1.15 1.151.6 1.6 1.9 1.9 1.12 1.12 1.2 1.2 ELEC E03-1 CL E A R 5' - 6 " MEP MEP03-1 STAIR 103-1 STAIR 203-1 A-601 3 A-601 6 1 A-404 2 A-404 3 A-404 4 A-404 1 A-405 2 A-403 9' - 5 " 5' - 6 1 / 2 " 10 ' - 4 1 / 2 " 14 ' - 4 " 10 ' - 4 1 / 2 " 5' - 6 1 / 2 " 7'-2 1/8"6'-6" 1.5 1.5 2 A-405 E03-1 ST203-1MEP03-1 CORRIDOR CO03-1 2B.1 1315 ST1 1313 1A 1311 1A 1309 1A 1307 1F 1303 2C 1301 1E 1302 2A.4 1304 1A 1306 2A 1308 2B 1312 11'-9 1/2"37'-8 1/4" DEMISING36'-0" DEMISING27'-0" DEMISING36'-0" DEMISING9'-2"27'-0" DEMISING37'-8 1/4" DEMISING 238'-4 1/8" 13'-8 1/8" 32 ' - 6 " D E M I S I N G 31 ' - 6 " D E M I S I N G 64 ' - 0 " U U U U U U U U U U 7' - 3 1 / 8 " 10 ' - 1 1 " 10 ' - 1 1 " 10 ' - 1 1 " 6' - 5 7 / 8 " 9' - 3 " 46 ' - 6 " 8' - 3 " 8' - 3 " 9' - 3 " 34 ' - 3 " 8' - 3 " 64 ' - 0 " 7'-8"6'-10 1/2"5'-10 3/4"10'-10 1/2"10'-9"11'-0 1/2"5'-0"13'-10"11'-0"11'-10"5'-0"11'-1"10'-3"15'-10 1/4"6'-3"6'-3 1/2"5'-0 1/2"5'-0"12'-3"9'-4"6'-2" 6'-6" 238'-4 1/4" 27'-2 1/4"27'-0"9'-0"9'-2"9'-0"27'-0"27'-0"18'-0"17'-4" 37'-8 1/4" DEMISING36'-0" DEMISING27'-0" DEMISING27'-0" DEMISING27'-0" DEMISING18'-2"37'-8 1/4" DEMISING 17 ' - 6 " 25 ' - 0 " 17 ' - 6 " 1'-6"27'-2 1/4"27'-0"9'-0"9'-2"9'-0"27'-0"27'-0"18'-0"17'-4"9'-11 3/4"11'-8" 5'-0 1/4" U2U2U2U2 15 . 1 1' - 0 " ST103-1 1'-8" 7'-0"11'-4" 25'-4 1/4" 2' - 7 1 / 2 " 5' - 8 1 / 4 " 5'-2 1/4"31'-0 7/8"5'-1 1/4" 7' - 6 7 / 8 " 12'-4"22'-11 1/2" 1' - 0 " 2'-4 1/4" 2'-4 1/4" 8' - 5 " F C B.1 B.1 C B.1 F F CCC C C F F C C FCFC CCCCC C C F CC C C C C F FB.1B.1 B.1B.1 FB.1 B.1 B.1B 13 13 13 13 13 13 13 13 13 13 13 13 27'-0"9'-11 3/4"11'-8"13'-8" 1'-5 7/8"1'-6" 2' - 6 " 2' - 6 " 1' - 6 " 13 FA2 1'-6" 1' - 6 " 10'-6 1/4" 5'-0" 12 12 121212 A-608 3 U U 6'-3"9'-3"15'-2"7'-0 1/4"5'-6 1/4"13'-5 1/4"8'-0 1/2"6'-3 7/8"5'-5 5/8"7'-6 1/4"9'-3"7'-0"11'-3"2'-8"8'-9"10'-3"12'-3"11'-2"10'-3"7'-0"8'-1"14'-3"10'-3"6'-9" 27'-0" 9'-2 3/4" 12C 12 C 12C A 8 8 A A A 1A.6 1310 U 1'-8" 1' - 0 " 2A.4 1305 U A ROOF DRAIN AND SECONDARY OVERFLOW DRAIN FIREPLACE VENT RD FV PLUMBING VENTPV MECHANICAL VENTMV RADON VENTRV ROOF WALKWAY PADS AIR COOLED CONDENSING UNITS ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 4/ 4 / 2 0 2 4 1 1 : 5 8 : 5 8 A M A-113 BUILDING 1 THIRD & ROOF FLOOR PLAN RESIDENCES AT CANAL STREET 223028 266 CANAL STREET, SALEM, MA 01970 RESIDENCES AT CANAL STREET, LLP Author GDALY 3/29/2024 CONFORMED SET 4'4'00 8'8'16'16' 1/8" = 1'-0"2 BUILDING 1 - ROOF PLAN 1/8" = 1'-0"1 BUILDING 1 - LEVEL 3 FLOOR PLAN NO.DATE DESCRIPTION 2/15/2024 ADDENDUM 2 2/26/2024 ADDENDUM 4 A 3/29/2024 CONFORMED SET 1 LEVEL 111.2' 1 LEVEL 225.2' 1 LEVEL 337.2' 1 - B.O. STRUCT.47.3' 1 BASEMENT 10.2' 2 A-302 3' - 4 3 / 4 " 10 ' - 1 1 / 4 " 12 ' - 0 " 12 ' - 1 1 / 4 " 1' - 1 0 3 / 4 " 1' - 0 " 1.4 1.7 1.8 1.101.1 1.161.131.6 1.9 1.121.2 1 - T.O. WALL 50.7' 3 A-404 4 A-404 2 A-403 F F L F F C C FB.1 F C F FC C C C E E C E C E 9 6 5 9 9 9 2 5 9 5 5 5 5 ? 8 1 LEVEL 1.113.1' 1.5 E E E H 1.111.161 C G ESF 05 H V101A-1 ESF 02 LL 9 F F 9 B.1 B.1 B.1 9 B.1 B.1 B.1 B.1 9 B.1 B.1 6 B.1 B.1 6 C C C C B.1 B.1 FB.1 3 ? 5 11'-5 1/4"10'-2"10'-6" ESF 01.1 10 ' - 0 " CW101-1 H L4 3 4 1 A-708 B01-2ESF 07 L3 6B 14 5 5 3 3 8 14 5 6B 7 1 LEVEL 111.2' 1 LEVEL 225.2' 1 LEVEL 337.2' 1 - B.O. STRUCT.47.3' 2 A-302 10 ' - 1 1 / 4 " 12 ' - 0 " 14 ' - 0 " 1.31.41.71.81.10 1.11.15 1.61.91.12 1.2 1 - T.O. WALL50.7' 6 5 3 1 A-404 2 A-404 6 9? 9 99999998 2 F FC C L C CF F C CF C C C C F C CF C C C C FC CF F 5 5 5 9 5 8 14 1 LEVEL 1.1 13.1' 1.5 ST101B-1 1.11 1.161 C C 5 W01-1 ESF 01 V201A-1 CB01-1 H ESF 01 ST201B-1 E01-1PE01-1 MAIN01-1 7 6B U2U2U2U2 6B B.1 B.1 B.1 B.1 7' - 8 " B B L5 L1 L2 8'-1 7/8"8'-11 1/4" 8 7 99 6 5 333 ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAINROOF OVERFLOW DRAIN P01-1 3' - 4 " 3' - 4 " 1 LEVEL 111.2' 1 LEVEL 225.2' 1 LEVEL 337.2' 1 - B.O. STRUCT.47.3' 1 A-302 10 ' - 1 1 / 4 " 12 ' - 0 " 14 ' - 0 " 1.C1.D 1.A1.F 1.E 1.B 1 - T.O. WALL50.7' C C EE H H 9 9 9 8 6B H 1 LEVEL 1.113.1' E E 2 A-405 C C H 2 A-708 9.5' 2' - 0 " 1' - 0 " MASONRY SHELF STEP 6B 14 8 14 3333 ROOF OVERFLOW DRAIN 1 LEVEL 1 11.2' 1 LEVEL 225.2' 1 LEVEL 337.2' 1 - B.O. STRUCT.47.3' 1 BASEMENT10.2' 1 A-302 10 ' - 1 1 / 4 " 12 ' - 0 " 14 ' - 0 " 1' - 0 " 1.C 1.D1.A 1.F1.B 1 - T.O. WALL50.7' 1 A-405 F F C C CC F F 9 9 9 6 666 3 5 5 9 5 1 LEVEL 1.113.1' L TS101B-1 ESF 04 L L L L 5 5 ESF 03 TS101A-1 14 5 3 ROOF OVERFLOW DRAIN 1 2 3 4 5 KIMBALL R O A D SALEM RAIL TRAIL CA N A L R O A D EXTERIOR MATERIAL LEGEND 3 5 8 9GROUND FACE MASONRY UNIT - DARK BASIS OF DESIGN JANDRIS FIBER CEMENT PANEL - BLACK TO MATCH WINDOW FRAME FIBER CEMENT PLANK - 6" LAP GREY FIBER CEMENT PLANK - 6" LAP WOOD-TONE, WINCHESTER BROWN 4 GROUND FACE MASONRY UNIT - MIDTONE BASIS OF DESIGN JANDRIS 1 CAST CONCRETE - GREY 2 CAST CONCRETE - WITH FORMWORK REVEALS COLOR MATCH REGLETS AT ALL FIBER CEMENT CORNERS. THE FORWARD PLANE / PREDOMINANT COLOR OF SIDING RETURNS TO THE INSIDE CORNER, U.N.O. 7 FIBER CEMENT PLANK - 9" EXPOSURE SQUARE CHANNEL SIDING, ASPYRE - ARCTIC WHITE 14 METAL PARAPET TRIM - BLACK TO MATCH WINDOW FRAME 11 WALL-MOUNTED, ALUMINUM GUARD RAIL AT SLIDING DOOR12 ALUMINUM RAIL AT BALCONY DECK 13 FIBERGLASS WINDOWS - BLACK FRAMES 6 FIBER CEMENT PANEL - GREY 6B FIBER CEMENT PANEL - WHITE 15 VERTICAL TRIM - BLACK TO MATCH WINDOW PANEL 3B PAINTED SMOOTH FACE MASONRY UNIT - DARK GREY A ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 4/ 4 / 2 0 2 4 1 2 : 0 3 : 3 5 P M A-201 BUILDING 1 ELEVATIONS RESIDENCES AT CANAL STREET 223028 266 CANAL STREET, SALEM, MA 01970 RESIDENCES AT CANAL STREET, LLP Author Checker 3/29/2024 CONFORMED SET 1/8" = 1'-0"2 BUILDING 1 EAST ELEVATION 1/8" = 1'-0"1 BUILDING 1 WEST ELEVATION 1/8" = 1'-0"3 BUILDING 1 NORTH ELEVATION 1/8" = 1'-0"4 BUILDING 1 SOUTH ELEVATION EXTERIOR FINISH SCHEDULE MARK MANUFACTURER PRODUCT FINISH COLOR COMMENTS 5 JAMES HARDIE FIBER CEMENT PANEL IRON GREY FIBER CEMENT PANEL 6 JAMES HARDIE FIBER CEMENT PANEL PEARL GREY FIBER CEMENT PANEL 6B JAMES HARDIE FIBER CEMENT PANEL ARCTIC WHITE FIBER CEMENT PANEL 7 JAMES HARDIE FIBER CEMENT SQ. CHANNEL ARCTIC WHITE 9" EXPOSURE 8 JAMES HARDIE FIBER CEMENT LAP PEARL GREY 6" EXPOSURE 9 JAMES HARDIE FIBER CEMENT LAP WOODTONE: RUSTIC SERIES WHINCHESTER BROWN 6" EXPOSURE A NO.DATE DESCRIPTION 2/15/2024 ADDENDUM 2 2/26/2024 ADDENDUM 4 A 3/29/2024 CONFORMED SET 2 LEVEL 113.2' 2 LEVEL 225.2' 2 LEVEL 335.9' 2 LEVEL 446.5' 2 LEVEL 557.2' 2 - B.O. STRUCT. 66.3' 1 A-301 2.22.32.42.52.72.82.92.102.11 2.12.15 2.14 2.13 12 ' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 9' - 1 1 / 4 " 5 B B B B B 6B 5 9 8 9 7 F C C C FCFCCCC B CCF 5 9 B F C C C FCFCCCC B CCF F C C F CCCCC B CCF B F C C CFCCCCCCF B C F 9 5 1 A-402 2 - T.O. WALL69.7' 9 8 2 2 A-301 5 FFF F U2U2U2U2 U2U2U2U2 U2U2U2U2 2.10 FBO' 2.10 'FBO ?14 14 14 2.62.12 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 4 A-402 1 A-708 4 A-403 L01-2 L8 ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN 9 8 7 7 95 5 3 9 9 9 7 9 7 7 9 9 9 88 8 8 9 8 9 9 5 7 7 7 W01-2 E01-2 5 5 3 6B 8 8 6 6 3' - 4 " 3' - 4 " 5 5 2 LEVEL 113.2' 2 LEVEL 225.2' 2 LEVEL 335.9' 2 LEVEL 446.5' 2 LEVEL 557.2' 2 - B.O. STRUCT. 66.3' 2 BASEMENT 8.2' 1 A-301 9' - 1 1 / 4 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 12 ' - 0 " 5' - 0 " 2.2 2.3 2.4 2.5 2.7 2.8 2.9 2.10 2.112.1 2.152.13 A A A A 12CFFFCCF CFFFCCF CFFFCCF 2 - T.O. WALL69.7' 1 A-403 2 A-301 FCCFFCCCCU2 FCCFFCCCC FCCFFCCCC FCCFFCCCC A A U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 5 2.10 FBO' 2.10 'FBO 798 9 7 3 3 2 ? 14 7 9 ? 9 9 2.6 2.12 F.1 D D F.1 C C C C 3' - 4 " D L6 ROOF OVERFLOW DRAIN 9 7 ? 14 7 9 9 798 9 9 8 9 8 9 9 8 88 8 9 99 9 9 899 9 3 7 55 7 7 7 33 5 5 5 5 5 ? 3' - 4 " A A 2 LEVEL 1 13.2' 2 LEVEL 2 25.2' 2 LEVEL 3 35.9' 2 LEVEL 4 46.5' 2 LEVEL 5 57.2' 2 - B.O. STRUCT.66.3' 2 BASEMENT8.2' 2.B2.C 2.A2.D 12 ' - 6 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 12 ' - 0 " 5' - 0 " 2 A-402 3 A-402 2 - T.O. WALL69.7' U2 B.1 B.1 U2 5 U2 B.1 9 B.1 U2 5 U2 B.1 9 B.1 U2 5 U2 B.1 9 B.1 U2 5 7 14 12 12 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 7 7 7 7 P01-2 33 9 555 9 2 LEVEL 1 13.2' 2 LEVEL 2 25.2' 2 LEVEL 3 35.9' 2 LEVEL 4 46.5' 2 LEVEL 5 57.2' 2 - B.O. STRUCT.66.3' 2 BASEMENT8.2' 12 ' - 6 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 12 ' - 0 " 5' - 0 " 2.B 2.C2.A 2.D 7 F.1 B.1B.1U2 B.1B.1 B.1B.1 U2 U2 14 14 3 3 2 - T.O. WALL69.7' 3 A-403 9 9 B.1B.1 B.1B.1 B.1B.1 9 9 U2 U2 U2 F.1 CIR05A-2 44 ' - 0 " 8 7 7 55 5 7 8 73 99 2 3' - 4 " A A 3 A-713 /2 A-202 /1 A-202 /3 A-202/4 A-202 2 KIMBALL R O A D CA N A L R O A D B EXTERIOR MATERIAL LEGEND 3 5 8 9GROUND FACE MASONRY UNIT - DARK BASIS OF DESIGN JANDRIS FIBER CEMENT PANEL - BLACK TO MATCH WINDOW FRAME FIBER CEMENT PLANK - 6" LAP GREY FIBER CEMENT PLANK - 6" LAP WOOD-TONE, WINCHESTER BROWN 4 GROUND FACE MASONRY UNIT - MIDTONE BASIS OF DESIGN JANDRIS 1 CAST CONCRETE - GREY 2 CAST CONCRETE - WITH FORMWORK REVEALS COLOR MATCH REGLETS AT ALL FIBER CEMENT CORNERS. THE FORWARD PLANE / PREDOMINANT COLOR OF SIDING RETURNS TO THE INSIDE CORNER, U.N.O. 7 FIBER CEMENT PLANK - 9" EXPOSURE SQUARE CHANNEL SIDING, ASPYRE - ARCTIC WHITE 14 METAL PARAPET TRIM - BLACK TO MATCH WINDOW FRAME 11 WALL-MOUNTED, ALUMINUM GUARD RAIL AT SLIDING DOOR12 ALUMINUM RAIL AT BALCONY DECK 13 FIBERGLASS WINDOWS - BLACK FRAMES 6 FIBER CEMENT PANEL - GREY 6B FIBER CEMENT PANEL - WHITE 15 VERTICAL TRIM - BLACK TO MATCH WINDOW PANEL 3B PAINTED SMOOTH FACE MASONRY UNIT - DARK GREY A ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 4/ 4 / 2 0 2 4 1 2 : 0 3 : 5 7 P M A-202 BUILDING 2 ELEVATIONS RESIDENCES AT CANAL STREET 223028 266 CANAL STREET, SALEM, MA 01970 RESIDENCES AT CANAL STREET, LLP Author Checker 3/29/2024 CONFORMED SET 1/8" = 1'-0"1 BUILDING 2 SOUTHWEST ELEVATION 1/8" = 1'-0"2 BUILDING 2 NORTHEAST ELEVATION 1/8" = 1'-0"3 BUILDING 2 NORTHWEST ELEVATION 1/8" = 1'-0"4 BUILDING 2 SOUTHEAST ELEVATION EXTERIOR FINISH SCHEDULE MARK MANUFACTURER PRODUCT FINISH COLOR COMMENTS 5 JAMES HARDIE FIBER CEMENT PANEL IRON GREY FIBER CEMENT PANEL 6 JAMES HARDIE FIBER CEMENT PANEL PEARL GREY FIBER CEMENT PANEL 6B JAMES HARDIE FIBER CEMENT PANEL ARCTIC WHITE FIBER CEMENT PANEL 7 JAMES HARDIE FIBER CEMENT SQ. CHANNEL ARCTIC WHITE 9" EXPOSURE 8 JAMES HARDIE FIBER CEMENT LAP PEARL GREY 6" EXPOSURE 9 JAMES HARDIE FIBER CEMENT LAP WOODTONE: RUSTIC SERIES WHINCHESTER BROWN 6" EXPOSURE A NO.DATE DESCRIPTION 2/15/2024 ADDENDUM 2 A 3/29/2024 CONFORMED SET 3 LEVEL 113.2' 3 LEVEL 225.2' 3 LEVEL 335.9' 3 LEVEL 446.5' 3 LEVEL 557.2' 3 - B.O. STRUCT. 66.3' 1 A-301 9' - 1 1 / 4 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 12 ' - 0 " 3.2 3.3 3.4 3.5 3.7 3.8 3.93.1 3.153.143.10 3.11 3.13 3 - T.O. WALL69.7' 79?8 9 3 9 9 9 ? 5 3.8 FBO' 3.8 'FBO B.1 B.1 B.1 B.1 C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C F F F F B B B B F F F F F F F F F F F FF F F F B BF F F F B B B F F F FF F F F 8 9 5 5 9 5 2 14 14 14 6 3.123.6 B.1 B.1 B.1 B.1 4 A-402 1 A-708 L8 7 7 8 8 7 WALL BRACKET SUPPORT FOR CATENARY LIGHTING CABLE WALL BRACKET SUPPORT FOR CATENARY LIGHTING CABLE WALL BRACKET SUPPORT FOR CATENARY LIGHTING CABLE WALL BRACKET SUPPORT FOR CATENARY LIGHTING CABLE WALL BRACKET SUPPORT FOR CATENARY LIGHTING CABLE WALL BRACKET SUPPORT FOR CATENARY LIGHTING CABLE ROOF OVERFLOW DRAINROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN 9 6 6B 6B 6 3' - 4 " A W01-3ST201A-3 5 5 3 LEVEL 113.2' 3 LEVEL 225.2' 3 LEVEL 335.9' 3 LEVEL 446.5' 3 LEVEL 557.2' 3 - B.O. STRUCT. 66.3' 3 BASEMENT 8.2' 1 A-301 5' - 0 " 12 ' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 9' - 1 1 / 4 " 3.23.33.43.53.73.83.9 3.13.15 3.14 3.103.113.13 3 - T.O. WALL69.7' 3 FBO'3 'FBO C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C F F F F U2 U2 U2 U2U2 U2 U2 U2U2 U2 U2 U2U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 F F F F A A A A A 7 99 8 9 ? 9 ?7 3B 2 3B 8 9 3.12 3.6 A A A A 9 7 L6 A 3B 3B 14 9 9 9 7 8 2 3B 3' - 4 " 3 LEVEL 113.2' 3 LEVEL 225.2' 3 LEVEL 335.9' 3 LEVEL 446.5' 3 LEVEL 557.2' 3 - B.O. STRUCT. 66.3' 3 BASEMENT 8.2' 9' - 1 1 / 4 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 12 ' - 0 " 5' - 0 " 3.B3.C 3.A3.E 3 - T.O. WALL69.7' B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1U2 U2 U2 U2 U2 U2 U2 U2 97 2 3 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 7 55 9 9 9 7 7 7 7 5 14 5 3 LEVEL 113.2' 3 LEVEL 225.2' 3 LEVEL 335.9' 3 LEVEL 446.5' 3 LEVEL 557.2' 3 - B.O. STRUCT. 66.3' 3 BASEMENT 8.2' 9' - 1 1 / 4 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 12 ' - 0 " 5' - 0 " 3.B 3.C3.A 3.E 3 - T.O. WALL69.7' B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1U2 U2 U2 U2 U2 U2 U2 U29 97 3 3 8 14 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 3' - 4 " A 7 7 5 5 7 8 P01-3 9 KIMBALL R O A D SALEM RAIL TRAIL CA N A L R O A D /2 A-203 /1 A-203 /3 A-203/4 A-203 3 EXTERIOR MATERIAL LEGEND 3 5 8 9GROUND FACE MASONRY UNIT - DARK BASIS OF DESIGN JANDRIS FIBER CEMENT PANEL - BLACK TO MATCH WINDOW FRAME FIBER CEMENT PLANK - 6" LAP GREY FIBER CEMENT PLANK - 6" LAP WOOD-TONE, WINCHESTER BROWN 4 GROUND FACE MASONRY UNIT - MIDTONE BASIS OF DESIGN JANDRIS 1 CAST CONCRETE - GREY 2 CAST CONCRETE - WITH FORMWORK REVEALS COLOR MATCH REGLETS AT ALL FIBER CEMENT CORNERS. THE FORWARD PLANE / PREDOMINANT COLOR OF SIDING RETURNS TO THE INSIDE CORNER, U.N.O. 7 FIBER CEMENT PLANK - 9" EXPOSURE SQUARE CHANNEL SIDING, ASPYRE - ARCTIC WHITE 14 METAL PARAPET TRIM - BLACK TO MATCH WINDOW FRAME 11 WALL-MOUNTED, ALUMINUM GUARD RAIL AT SLIDING DOOR12 ALUMINUM RAIL AT BALCONY DECK 13 FIBERGLASS WINDOWS - BLACK FRAMES 6 FIBER CEMENT PANEL - GREY 6B FIBER CEMENT PANEL - WHITE 15 VERTICAL TRIM - BLACK TO MATCH WINDOW PANEL 3B PAINTED SMOOTH FACE MASONRY UNIT - DARK GREY A ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 4/ 4 / 2 0 2 4 1 2 : 0 4 : 1 4 P M A-203 BUILDING 3 ELEVATIONS RESIDENCES AT CANAL STREET 223028 266 CANAL STREET, SALEM, MA 01970 RESIDENCES AT CANAL STREET, LLP Author Checker 3/29/2024 CONFORMED SET 1/8" = 1'-0"1 BUILDING 3 NORTHEAST ELEVATION 1/8" = 1'-0"2 BUILDING 3 SOUTHWEST ELEVATION 1/8" = 1'-0"3 BUILDING 3 NORTHWEST ELEVATION 1/8" = 1'-0"4 BUILDING 3 SOUTHEAST ELEVATION EXTERIOR FINISH SCHEDULE MARK MANUFACTURER PRODUCT FINISH COLOR COMMENTS 5 JAMES HARDIE FIBER CEMENT PANEL IRON GREY FIBER CEMENT PANEL 6 JAMES HARDIE FIBER CEMENT PANEL PEARL GREY FIBER CEMENT PANEL 6B JAMES HARDIE FIBER CEMENT PANEL ARCTIC WHITE FIBER CEMENT PANEL 7 JAMES HARDIE FIBER CEMENT SQ. CHANNEL ARCTIC WHITE 9" EXPOSURE 8 JAMES HARDIE FIBER CEMENT LAP PEARL GREY 6" EXPOSURE 9 JAMES HARDIE FIBER CEMENT LAP WOODTONE: RUSTIC SERIES WHINCHESTER BROWN 6" EXPOSURE A NO.DATE DESCRIPTION 2/15/2024 ADDENDUM 2 A 3/29/2024 CONFORMED SET 4 LEVEL 1 13.2' 4 LEVEL 2 25.2' 4 LEVEL 3 35.9' 4 LEVEL 4 46.5' 4 LEVEL 5 57.2' 4 - B.O. STRUCT.66.3' 12 ' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 9' - 1 1 / 4 " 4.34.44.64.74.114.15 4.14 4.2 4.14.94.124.13 4 - T.O. WALL69.7' 7 ? 2 9 5 7 7 9 F F F F C C C C C C C C B.1 B.1 B.1 B.1 F F F F C C C C F F F F C C C C C C C C F F F F C C C C C C C C C C C C F F F F B B B B AAAA E101A-4 B A A A 9 7 9 8 7 9 14 14 14 99 9 5 4 FBO'4 'FBO B 4.54.84.10 B.1 B.1 B.1 B.1 4 A-402 B L01-4 1 A-708 L7 ROOF OVERFLOW DRAINROOF OVERFLOW DRAINROOF OVERFLOW DRAINROOF OVERFLOW DRAIN 3' - 4 " 3' - 4 " W01-4ST101A-4 5 7 3 9 9 5 7 5 5 5 5 7 ? 2 5 8 5 5 4 LEVEL 113.2' 4 LEVEL 225.2' 4 LEVEL 335.9' 4 LEVEL 446.5' 4 LEVEL 557.2' 4 - B.O. STRUCT.66.3' 4 BASEMENT8.2' 9' - 1 1 / 4 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 12 ' - 0 " 5' - 0 " 4.3 4.4 4.6 4.7 4.11 4.154.1 4.9 4.12 4.13 4 - T.O. WALL69.7' C C C C C C C C C C C C C C C C C C C C U2 U2 U2U2 U2U2 U2 U2 U2 U2 U2 U2U2U2 U2 U2 U2U2 U2 U2 9 8 9 9 2 ? 9 4 FBO'4 'FBO4.5 4.8 4.10 A A A A A A A A 8 8 8 8 77 5 ?3 5 5 9 9 9 8 7 7 7 3 2 59 7 5 7 14 3 9 9 5 5 5 5 3 555 9 9 2 14 CF C C C F F F C C C C C C C C F F F C F C C C L4 4 LEVEL 113.2' 4 LEVEL 225.2' 4 LEVEL 335.9' 4 LEVEL 446.5' 4 LEVEL 557.2' 4 - B.O. STRUCT. 66.3' 4 BASEMENT 8.2' 9' - 1 1 / 4 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 12 ' - 0 " 5' - 0 " 4.B4.C 4.A4.D 4 - T.O. WALL69.7' B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 U2 U2 U2 U2 U2 U2 U2 U2 9 97 5 2 3 14 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 7 7 ? 4 LEVEL 113.2' 4 LEVEL 225.2' 4 LEVEL 335.9' 4 LEVEL 446.5' 4 LEVEL 557.2' 4 - B.O. STRUCT. 66.3' 4 BASEMENT 8.2' 4.B 4.C4.A 4.D 9' - 1 1 / 4 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 12 ' - 0 " 5' - 0 " 14 5 4 - T.O. WALL69.7' U2 U2 U2 U2 U2 U2 U2 U2B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 7 2 ? 9 97 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 1' - 0 " ROOF OVERFLOW DRAIN P01-4 1 2 3 4 5 KIMBALL R O A D SALEM RAIL TRAIL CA N A L R O A D EXTERIOR MATERIAL LEGEND 3 5 8 9GROUND FACE MASONRY UNIT - DARK BASIS OF DESIGN JANDRIS FIBER CEMENT PANEL - BLACK TO MATCH WINDOW FRAME FIBER CEMENT PLANK - 6" LAP GREY FIBER CEMENT PLANK - 6" LAP WOOD-TONE, WINCHESTER BROWN 4 GROUND FACE MASONRY UNIT - MIDTONE BASIS OF DESIGN JANDRIS 1 CAST CONCRETE - GREY 2 CAST CONCRETE - WITH FORMWORK REVEALS COLOR MATCH REGLETS AT ALL FIBER CEMENT CORNERS. THE FORWARD PLANE / PREDOMINANT COLOR OF SIDING RETURNS TO THE INSIDE CORNER, U.N.O. 7 FIBER CEMENT PLANK - 9" EXPOSURE SQUARE CHANNEL SIDING, ASPYRE - ARCTIC WHITE 14 METAL PARAPET TRIM - BLACK TO MATCH WINDOW FRAME 11 WALL-MOUNTED, ALUMINUM GUARD RAIL AT SLIDING DOOR12 ALUMINUM RAIL AT BALCONY DECK 13 FIBERGLASS WINDOWS - BLACK FRAMES 6 FIBER CEMENT PANEL - GREY 6B FIBER CEMENT PANEL - WHITE 15 VERTICAL TRIM - BLACK TO MATCH WINDOW PANEL 3B PAINTED SMOOTH FACE MASONRY UNIT - DARK GREY A ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 4/ 4 / 2 0 2 4 1 2 : 0 4 : 3 2 P M A-204 BUILDING 4 ELEVATIONS RESIDENCES AT CANAL STREET 223028 266 CANAL STREET, SALEM, MA 01970 RESIDENCES AT CANAL STREET, LLP Author Checker 3/29/2024 CONFORMED SET 1/8" = 1'-0"1 BUILDING 4 SOUTHWEST ELEVATION 1/8" = 1'-0"2 BUILDING 4 NORTHEAST ELEVATION 1/8" = 1'-0"3 BUILDING 4 NORTHWEST ELEVATION 1/8" = 1'-0"4 BUILDING 4 SOUTHEAST ELEVATION EXTERIOR FINISH SCHEDULE MARK MANUFACTURER PRODUCT FINISH COLOR COMMENTS 5 JAMES HARDIE FIBER CEMENT PANEL IRON GREY FIBER CEMENT PANEL 6 JAMES HARDIE FIBER CEMENT PANEL PEARL GREY FIBER CEMENT PANEL 6B JAMES HARDIE FIBER CEMENT PANEL ARCTIC WHITE FIBER CEMENT PANEL 7 JAMES HARDIE FIBER CEMENT SQ. CHANNEL ARCTIC WHITE 9" EXPOSURE 8 JAMES HARDIE FIBER CEMENT LAP PEARL GREY 6" EXPOSURE 9 JAMES HARDIE FIBER CEMENT LAP WOODTONE: RUSTIC SERIES WHINCHESTER BROWN 6" EXPOSURE A NO.DATE DESCRIPTION 2/15/2024 ADDENDUM 2 A 3/29/2024 CONFORMED SET 5 LEVEL 113.2' 5 LEVEL 225.2' 5 LEVEL 335.9' 5 LEVEL 446.5' 5 LEVEL 557.2' 5 - B.O. STRUCT.66.3' 9' - 1 1 / 4 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 12 ' - 0 " 5.135.125.95.6 5.155.1 5.145.2 5.75.45.3 5 - T.O. WALL 69.7' 4 A-402 5 FBO'5 'FBO5.5 5.115.105.8 ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN ROOF OVERFLOW DRAIN F C F C CF F C C C C C B B B C C C F C F C F C F CC B ST101A-5W01-5 AAA C F FC C F C F C C C C B B B B BBL101A-5 F F B.1 B.1 B.1F F B.1 B.1 B.1 B.1 B.1 C C C C C F FC C F FC AAAA E101A-5 9 75 5 5 8 9 3 5 7 9 9 5 5 9 5 LEVEL 113.2' 5 LEVEL 225.2' 5 LEVEL 335.9' 5 LEVEL 446.5' 5 LEVEL 557.2' 5 - B.O. STRUCT. 66.3' 5 BASEMENT5.2' 8' - 0 " 12 ' - 0 " 10 ' - 8 " 10 ' - 8 " 10 ' - 8 " 9' - 1 1 / 4 " 5.13 5.12 5.9 5.65.15 5.15.14 5.25.7 5.4 5.3 5 - T.O. WALL69.7' 5 FBO'5 'FBO 5.55.11 5.10 5.8 A F F F C C C C C C C C C F C C A C A A U2 U2 U2 U2 U2 U2 U2 U2 C C C C A C C C C U2 U2 U2 U2 C C C C C C C C U2 U2 U2 U2 U2 U2 U2 U2 C C C C AAAA C F FC C F FC9 5 7 3 9 5 8 9 9 55 7 9 5 8 3 5.C 5.B 5.A5.D U2 U2 U2 U2 B.1 B.1 B.1 B.1 B.1 B.1 B.1B.1 B.1 B.1 B.1B.1 B.1 B.1 B.1 B.1 U2 U2 U2 U2 P01-5 55 7 9 3 5.C5.B5.A 5.D U2 U2 U2 U2 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 B.1 U2 U2 U2 U2 5 7 9 5 5 3 5 KIMBALL R O A D SALEM RAIL TRAIL CA N A L R O A D /1 A-205 /2 A-205 / 3 A- 2 0 5 / 4 A- 2 0 5 EXTERIOR MATERIAL LEGEND 3 5 8 9GROUND FACE MASONRY UNIT - DARK BASIS OF DESIGN JANDRIS FIBER CEMENT PANEL - BLACK TO MATCH WINDOW FRAME FIBER CEMENT PLANK - 6" LAP GREY FIBER CEMENT PLANK - 6" LAP WOOD-TONE, WINCHESTER BROWN 4 GROUND FACE MASONRY UNIT - MIDTONE BASIS OF DESIGN JANDRIS 1 CAST CONCRETE - GREY 2 CAST CONCRETE - WITH FORMWORK REVEALS COLOR MATCH REGLETS AT ALL FIBER CEMENT CORNERS. THE FORWARD PLANE / PREDOMINANT COLOR OF SIDING RETURNS TO THE INSIDE CORNER, U.N.O. 7 FIBER CEMENT PLANK - 9" EXPOSURE SQUARE CHANNEL SIDING, ASPYRE - ARCTIC WHITE 14 METAL PARAPET TRIM - BLACK TO MATCH WINDOW FRAME 11 WALL-MOUNTED, ALUMINUM GUARD RAIL AT SLIDING DOOR12 ALUMINUM RAIL AT BALCONY DECK 13 FIBERGLASS WINDOWS - BLACK FRAMES 6 FIBER CEMENT PANEL - GREY 6B FIBER CEMENT PANEL - WHITE 15 VERTICAL TRIM - BLACK TO MATCH WINDOW PANEL 3B PAINTED SMOOTH FACE MASONRY UNIT - DARK GREY A ARCHITECT CONSULTANT STAMP KEY PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: SHEET TITLE 4/ 4 / 2 0 2 4 1 2 : 0 4 : 4 6 P M A-205 BUILDING 5 ELEVATIONS RESIDENCES AT CANAL STREET 223028 266 CANAL STREET, SALEM, MA 01970 RESIDENCES AT CANAL STREET, LLP Author Checker 3/29/2024 CONFORMED SET 1/8" = 1'-0"1 BUILDING 5 NORTHEAST ELEVATION 1/8" = 1'-0"2 BUILDING 5 SOUTHWEST ELEVATION 1/8" = 1'-0"3 BUILDING 5 NORTHWEST ELEVATION 1/8" = 1'-0"4 BUILDING 5 SOUTHEAST ELEVATION EXTERIOR FINISH SCHEDULE MARK MANUFACTURER PRODUCT FINISH COLOR COMMENTS 5 JAMES HARDIE FIBER CEMENT PANEL IRON GREY FIBER CEMENT PANEL 6 JAMES HARDIE FIBER CEMENT PANEL PEARL GREY FIBER CEMENT PANEL 6B JAMES HARDIE FIBER CEMENT PANEL ARCTIC WHITE FIBER CEMENT PANEL 7 JAMES HARDIE FIBER CEMENT SQ. CHANNEL ARCTIC WHITE 9" EXPOSURE 8 JAMES HARDIE FIBER CEMENT LAP PEARL GREY 6" EXPOSURE 9 JAMES HARDIE FIBER CEMENT LAP WOODTONE: RUSTIC SERIES WHINCHESTER BROWN 6" EXPOSURE A NO.DATE DESCRIPTION 2/15/2024 ADDENDUM 2 A 3/29/2024 CONFORMED SET Materials for 266 Canal Street These materials are available for public viewing when City Hall Annex, 98 Washington Street, is open. Hours are: M, T, W: 8-4 Th: 8-7 F: 8-noon Please note that the Annex will be closed on Monday, April 15th. Plan Key – the numbers on the plan correspond to the materials in the photos below.