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70-90 1/2 BOSTON STREET- RIVER ROCK RESIDENCES & RETAIL- 2016 70-90%Boston Street River Rock Residences&Retail-2016 b DRB Recommendation - 2016 0.r°"°`r CITY OF SALEM, MASSACHUSETTS DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT NIry60� KIMBERLEY DRIS(.oi-L 120 WAS][INGTON S'I=- T 1 SALEM,NLASSACHUSEM. 01970 MAYOR TEh 978-745-9595 ♦ FAx:978-740-0404 LYNN GOONIN DUNCAN,AICP DIRECTOR MEMORANDUM TO: Members of the Planning Board FROM: Paul Durand, Chairman, Design Review Board SUBJECT: DRB Recommendation—70-92 V2 Boston Street (River Rock Residences and Retail) DATE: June 30,2016 CC: Lynn G. Duncan,Director,Dept of Planning& Community Development All projects proposed in the North River Canal Corridor (NRCC) Neighborhood Mixed Use District that require Site Plan Review by the Planning Board are also required to receive a recommendation by the City's Design Review Board (DRB). The DRB's role is to review proposals to ensure that they are designed to complement and harmonize with adjacent land uses with respect to architecture, scale, landscaping and screening. Proposal and DRB Review The Applicant appeared before the DRB for the first time on May 25, 2016,to present plans for the construction of a proposed 50 residential units with and 1,184 square feet of retail in one building, and six (6) townhome units in a separate building. Three existing structures on the property would be removed. The proposed project site has frontage on both Boston and Goodhue Streets,very close to the intersection of Boston, Bridge, and Goodhue Streets. A proposed surface parking lot accessible two ways on Boston Street will provide 47 spaces, and separate lot accessible from Beaver Street would provide an additional nine (9) spaces. There will also be 46 parking spaces located underneath the building,which will be accessible from Beaver Street. The townhomes will have one garage space per unit. In addition to the above information, the applicant provided details on lighting for the parking areas, compatibility with the surrounding area,materials, and landscaping. Some of the materials detailed,include red brick for the main building, a white Azek trim, metal cladding on the top floor bays with painted trim boards at the top. Cast stone heads at the windows. DRB Recommendation—River Rock Residences and Retail Page 1 of 3 • Below is a sampling of major comments made by DRB Members at the May 25'meeting in regards to this project: • Too much variation in the size and style of windows on both buildings. • Concern was expressed as to how pedestrians could access various areas of the site from Boston Street,going toward Goodhue Street. • Too much yellow color siding being used on the townhouse building. • The Board asked the applicant to rethink the location of the retail. A comment was made noting that it would be preferable to see it closer to Boston Street so as to continue the line of retail storefronts along that street. There was an acknowledgement that the applicant might prefer retail along Goodhue Street so as to better activate that street and to help the retail locations across the street at the 28 Goodhue property. • A hazardous condition at the entrance of the parking lot on Boston Street was noted, where drivers pulling in might not be prepared to anticipate drivers pulling out of the first few spaces at the entrance. • That public art be considered for the site;perhaps within the turnaround facing Boston Street. The applicant returned for a second meeting before the DRB on June 22, 2016. A number of revisions in response to previous comments from the DRB were presented,including the following. • A staircase was added for improved pedestrian access to the apartment building from Boston Street. • The retail space was relocated from Boston Street to Goodhue Street. • Material colors were revised. • The townhouse roof was revised from a gable roof to a hip roof and was lowered 3' to decrease height and verticality of the townhouses in relation to the neighboring apartment building. • Exterior bike storage was added near the Goodhue and Boston Street main entrances. • A curb cut on Boston Street was relocated and parking spaces were shifted, so as to improve access and vehicular mobility and safety within the parking lot along Boston Street. The Board appreciated the revised version of the proposed project. They provided the following final comments: • That smooth hardy plank siding be used as opposed to one with a faux wood grain. • That the white picket fence in front of the townhomes on Boston Street be made of wood or an appropriate product other than vinyl. DRB Recommendation—River Rock Residences and Retail Page 2 of 3 Recommendation At a regular meeting of the Design Review Board held on June 22, 2016, the Board voted unanimously (6-0) to recommend approval of the proposed project at 70-921/2 Boston Street as modified by the applicant in revised plans dated June 10,2016. As part of its recommendation, the DRB requests the following: 1. The applicant shall submit final construction plans to the Design Review Board (DRB) for its review and approval prior to obtaining a building permit. 2. A detailed plan for site and building lighting, to include both specifications and locations of lighting fixtures, shall be provided for review and approval by the DRB prior to issuance of a building permit. 3. All plans, materials and color samples shall be in accordance with those submitted to and approved by the DRB on June 22, 2016. 4. The DRB approves of all presented signage (building and freestanding signage); however the applicant must submit a sign permit application to the Department of Planning and Community Development, for processing and approval. A sign permit shall then be issued by the City's Building Department. All future changes to signage and/or proposed installation of signage for retail tenants, shall be approved by the DRB prior to issuance of sign permits. The signage for the building and the site shall conform to the City of Salem's Sign Ordinance and NRCC zoning code. The Applicant is strictly required to construct the project in accordance with all details of the approved drawings. Permission to make changes from such approved drawings must be requested by the Applicant in writing to the Director of Planning and Community Development who,in turn,will reply in writing giving approval or disapproval of the changes. No changes in the work are to be undertaken until such approval has been obtained. Please contact Andrew Shapiro,Economic Development Planner, at 978-619-5685 or ashal2iro@salem.com if you have any questions regarding this recommendation. DRB Recommendation—River Rock Residences and Retail Page 3 of 3 e . . KHALSA DESIGN INCORPORATED Architects & Engineers 17 Ivaloo Street, Suite 400, Somerville, MA 02143 p 617-591-8682 / f. 617-591-2086 TO: NRCC Design Review Board DATE: June 10, 2016 c/o Department of Community & Development 120 Washington St, 3`d Floor Salem, MA 01970 FROM: Tanya M. Carriere Khalsa Design, Inc. 17 Ivaloo Street Suite 400 Somerville, MA 02143 RE: River Rock Residences& Retail 70-92 '/a Boston Street, Salem, MA Dear Mr. Shapiro, Enclosed are revised drawings dated 06-I0-2016 for the proposed River Rock Residences & Retail Development at 70-92 Y; Boston Street. The drawings have been revised to address comments that were received at the Design Review Board Meeting on May 25,2016. Below summarizes the revisions. 1.) Curved staircase has been added from Boston Street down to entry circle level for pedestrian access from Boston Street to front residence entry of 44-Unit Apartment Building. 2.) Retail Space has been relocated from Boston Street to Goodhue Street and finished floor height has been lowered to street level. 3.) The design of the Fapade has been redesigned at Goodhue Street Central Entry Area. 4.) Height and width of Chimneys on end walls has been increased. 5.) Window sizes and groupings have been varied. 6.) Windows behind Railing detail over Boston Street Main Entry Canopy have been relocated so they don't visually interfere with railing. 7.) Fascia Board height dimension on Townhouses has been decreased to 10" 8.) Lap Siding and Shake Colors have been revised. 9.) Townhouse Roof has been revised from a gable roof to a hip roof and has been lowered 3'-0"to decrease height and verticality of Townhouses in relation to the 44-Unit Apartment Building. 10.) Exterior Cladding on Bays has been changed to a lighter material, from brick to Trim Board. CC: File s h KHALSA DESIGN INCORPORATED Architects & Engineers mo 17 Ivaloo Street, Suite 400. Somerville, MA 02143 p.617-591-8682 /f. 617-591-2086 1 1.)Exterior Bike storage has been added near both Goodhue Street and Boston Street Main Entries. I2.)Hammer heads have been added at dead end parking areas to increase vehicular maneuverability. 13.)Accessible parking spaces have been relocated so that they are evenly distributed between surface parking and garage. We look forward to hearing your further comments at the next meeting. Sincerely, Tanya M. Carriere Khalsa Design, Inc. CC: File ADDITIONAL CONDITIONS l. Applicant shall obtain necessary permits from the building inspector for the construction of the retaining wall on Lot 36. 2. Applicant shall obtains the necessary 401 Water Quality Permit as deemed necessary by the DEP. 3. Applicant shall hold a site walk with the Conservation Agent to determine if trees of large caliper need to be removed. Applicant shall plant trees in strategic locations,to replace those removed, ultimately providing canopy to adjacent wetland, in locations to be approved by the Conservation Agent. Number of trees to be planted to be approved by the Conservation Agent and/or the Conservation Commission. 4. The applicant shall include the following language in the deed for Lot 36 located on Osborn Hills Drive: "the owner(s)of Lot 36,pursuant to said Order of Conditions and the Massachusetts Wetlands Protection Act,are prohibited from certain activities. Certain prohibited activities shall remain in affect notwithstanding the issuance of a Certificate of Compliance relating to the Order of Conditions. These prohibited activities include: installation of a swimming pool, re-grading or filling of the lot, adding additional impervious material such as bituminous concrete or regular concrete or any other activity that would be regulated by the Massachusetts Wetlands Protection Act. The activities that are prohibited,however,may occur upon appropriate approvals obtained from the Salem Conservation Commission or the Massachusetts Department of Environmental Protection or any successor entity." A copy of the deed shall be submitted to the Conservation Agent to be included in the project file for DEP#64-451. 5. The applicant shall include language in the association documents stating"The subdivision is developed within and around Wetland areas that are subject to the jurisdiction of the Salem Conservation Commission. The dumping of leaves, yard waste, debris or any other material into any Wetland area or into the Open Space or Common Parcels is prohibited. The Owners of any Lot responsible for violating this prohibition shall be responsible financially and criminally for any violation of this prohibition,including all costs(including court costs and attorney fees) associated with the restoration of the disturbed area." A copy of the association documents shall be submitted to the Conservation Agent to be included in the project file for DEP#64-451. 6. The applicant shall install a City of Salem wetland marker on a post located along the property line abutting the wetland resource area. i Khalsa Design Inc. 171valoo St.Suite 400 Somerville,MA 02143 70-92 V2 BOSTON STREET DEVELOPMENT SALEM, MASSACHUSETTS KDI PROJECT No. 15081 OUTLINE SPECIFICATION DRB SUBMISSION MAY 10,2016 REVISED JUNE 10,2016 DEVELOPER: LAR Properties, LLC 282 Bennington Street, East Boston, MA 02128 Page I of 13 Outline Specification—06/10/2016 70-92 %z Boston Street Development-Salem, MA Khalsa Design Inc. 17 Ivaloo St.Suite 400 Somerville,MA 02143 k E1 KHALSA DESIGN INC. Proiect Summary The project consists of two buildings: a Mixed-Use Building containing 1,184 SF or Retail space and 44- Dwelling Units and a Townhouse Style Building with 6- Dwelling Units for a total of 50 new Dwelling Units. The Mixed-Use Building will contain a mix of one and two -bedroom units, while the 6-Townhouses will be three-bedroom units. Both Buildings will have Garage Level Parking and in addition there will be a community room, gym and trash room on the Garage Level of the Mixed-Use Building. Accessibilitv Summary Three Group 2 units will be provided. These units will also be equipped for the hearing impaired. Group 2 units will be designed to meet MAAB and federal Section 504 requirements for new construction. All other units will fully comply with Group 1 requirements. All common spaces, including corridors, trash rooms, community room and gym will be accessible by elevator. Barrier-free parking spaces will be located on site. All site grades, entrances, and crosswalks will be accessible, with curb cuts at each driveway. Enerev Star Compliance This building will be outfitted with both energy star certified windows and doors but also energy star qualified lighting fixtures and appliances throughout. The intention of this is to provide a sustainable building that is energy efficient in the present as well as the future. These elements will provide a cost effective building for both its residents and operators. The goal of this is to utilize the Energy Star program to asses performance, adopt an energy management strategy, identify ways to save energy and cut costs and hopefully communicate these energy saving efforts to the local community. Page 2 of 13 Outline Specification—06/10/2016 70-92 Yz Boston Street Development-Salem,MA Khalsa Design Inc. 17 Ivaloo St. Suite 400 Somerville,MA 02143 GENERAL REQUIREMENTS Contract Documents: -Drawing Set dated 06/10/2016 and this Specification dated 06/10/2016 Division 1.00: General Requirements 1.01 Firm Price - Provide a single lump sum figure as the total firm price for the entire project, including all allowances, as broken down on the attached Schedule of Values, which will be held for the entire project, subject to change orders as approved by the owner. 1.02 Specifications - Bid job precisely as specified, including all information in the plans, specification, addendum and the site plan. Any deviations from these must be spelled out in writing in your proposal along with appropriate cost changes, as applicable. 1.03 Change Orders - Any changes in the work, after a contract has been signed, will be discussed with the owner, and will be reduced to writing, once agreed upon, and priced in advance, as requested by Owner or Architect. 1.04 Change Order Pricing - All Change Order additions will be priced at the contractor's cost and deletions will be credited at the Contractor's cost. The only exceptions to this will be allowance items covered in 1.05 below. 1.05 Allowance Items - All allowance items will be charged to the Owner at the Contractor's cost(to include all labor, materials, shipping, taxes, etc.), unless otherwise specifically noted for that allowance item). 1.06 Building Codes- All work shall conform to state and local building codes and ordinances. Assume all plans and specifications meet those requirements. Contractor shall inform the Architect of any perceived deficiencies in code compliance prior to commencing that portion of the work, or any other portion of the work that may be affected by that code deficiency. 1.07 Engineering - All surveying, plot plan, septic design, foundation staking, site pinning, mortgage survey and as-built survey, acceptable to the town, are to be provided by the Owner unless otherwise noted. The Contractor shall coordinate these items as necessary at no additional cost. 1.08 Commencement and Duration of Work—Contractor shall include in the bid an indication of when work can commence and the number of months the project is scheduled for. 1.09 Square Footage-See attached unit summary. Page 3 of 13 Outline Specification—06/10/2016 70-92 %z Boston Street Development-Salem, MA Khalsa Design Inc. 17 Ivaloo St.Suite 400 Somerville, MA 02143 1.10 SUMMARY OF ALLOWANCES See Owner's breakdown of Uses of Funds Note: All above allowance items shall be included in the Schedule of Values that is attached to this specification. 1.11 Dumpster- Contractor to provide a dumpster on site from demolition through substantial completion of work. The site shall be kept clean, on a regular basis, throughout construction. All excess material and construction debris will be removed from the site at the end of the project, to the Architect's satisfaction 1.12 Cleaning - The Contractor shall present the building to the Owner for acceptance clean and ready for occupancy to the satisfaction of the Architect and Owner. The windows and mirrors to be cleaned, floors to be broom clean, carpets and cabinets to be vacuumed, all other surfaces shall be free of stains, abrasions, and other marks. The site and building under construction shall be maintained in an orderly fashion, debris and waste materials shall be removed from the site regularly, and all areas shall be broom cleaned. 1.13 Recycling—During demolition procedures the Contractor will ensure that at least 50% of all removed materials by volume, including site materials, appliances, structure, and finishes be recycled. During construction procedures the Contractor will ensure that materials be used efficiently and that at least 75%of construction waste be recycled. This will include recycling all cardboard and foam packaging material. 1.14 Guarantee - The Contractor shall guarantee, for a period of one year from the date of substantial completion, all materials, installations, fixtures and equipment incorporated into the project and not otherwise covered by specific warranties. Any materials, installations, fixtures or equipment found defective during the one year period shall be promptly replaced by the contractor, and assemblies and finishes surrounding built-in fixtures and equipment requiring replacement, shall be restored to their condition prior to final acceptance, all at no additional cost to the Owner. 1.15 Discrepancies- It is imperative that if discrepancies in dimensions, materials, or detail are discovered or if inadequate information exists on the drawings in any particular area, the appropriate trade, (through the General Contractor), shall ask the Architect for clarification or additional information before proceeding with the work or any other portion affected thereby. In case of inconsistent requirements in the contract documents, the requirement for the greater quantity or higher quality shall take precedence and shall be the contract requirement. 1.16 Permits - The Contractor will obtain and include in the bid price all subcontractor permits and the certificate of occupancy. 1.17 Standards - All surfaces to be smooth, level, square, plumb, tightly joined and firmly anchored in place, unless specifically otherwise noted. All Work to be done in good workmanlike manner using industry accepted standards as a guide for quality. All leveling work shall be to within 1/8" +/- per linear foot and/or as acceptable to the Owner and Architect. Page 4 of 13 Outline Specification—06/10/2016 70-92 '/2 Boston Street Development-Salem,MA Khalsa Design Inc. 17 Ivaloo St. Suite 400 Somerville,MA 02143 1.18 Construction Means - The Architect shall not be responsible for the construction means, methods, techniques, sequences, safety precautions, etc., or the Contractor's or Owner's failure to carry out the Work in accordance with the Contract documents. 1.19 Insurance - The Contractor shall have appropriate liability and Worker's compensation insurance and bonding capacity as required by the Owner. SITEWORK 2.01 Site Plan - An engineered Site Plan shall be used for this bid. 2.02 Vegetation Protection- Protect all vegetation as indicated. If not specifically indicated, disturb as little vegetation as possible in the non-construction area. Wrap existing trees to remain within construction area with wood protection. 2.03 Erosion Control - Include all erosion control indicated on the Site Plan or as required by local, state or other code. 2.04 Excavation and Backfill - Excavation ramps and backfill using on-site material (unless otherwise indicated and rough grade the site.) Provide fill as required. 2.05 Utilities—Apply for, install and activate all utilities required including electric, gas, water, sewer, telephone, and cable T.V., using existing points of connection. Connect to storm sewer as required for site drainage. Coordinate with local utility companies. 2.06 Rain/ Roof Leader Drainage - Underground portion shall be installed in coordination with landscaping contractor. Do not connect to the footing drain; connect to storm sewer. 2.07 Final Grading- To be done with a bulldozer in accordance with grades shown on Site Plan. All areas will be left smooth and ready for landscaper's fine grading. 2.08 Landscaping - Planting material to be supplied and installed by Owner. Re-grade existing topsoil and spread by raking,prepared for seeding, plantings, walks, patios, pool, etc. Installer shall provide a min. I-year guarantee for all living material & other work. 2.09 Provide wayfrnding signage around site. 2.10 Provide Effective exterior lighting at walkways, accessible routes, and exterior spaces. 2.11 Provide Handrails at all exterior steps and stairs subject to snow or ice accumulation. 2.12 Landscaping shall consist of native landscape plants that are drought tolerant.No plants that are on the Massachusetts invasive species list will be used. 2.13 All trees planted will be fast growing deciduous trees. CONCRETE 3.01 Joints - Cold joints to be kept to minimum possible and will be doweled in and waterproofed with bituthane. Care will be taken to prevent the occurrence of air pockets and honeycomb effects. 3.02 Concrete - All walls and footings to be minimum 3,000 PSI test and slabs to be minimum Page 5 of 13 Outline Specification—06/10/2016 70-92 '/z Boston Street Development-Salem, MA Khalsa Design Inc. 17 Ivaloo St. Suite 400 Somerville,MA 02143 4,000 PSI test. 3.03 Walls - All walls shall be formed at specified heights (less 1" from top of forms to allow for floating) and specified thickness with indicated beam pockets. See plans. 3.04 Foundation Steel - 5/8" anchor bolts to be spaced as shown on the drawings (at minimum, space as required by code); nuts are required to be used for bolting down sills. Slab 6x6 WWF (Welded Wire Fabric). 3.05 Exposed Finish -All exposed exterior concrete walls will have a sand blasted finish. 3.06 Water-Proofing - Asphalt type for exterior of full foundation below grade, including wall/footing joint. Provide 2" polystyrene insulation (min. R14) at all full basement walls and below slab where indicated on plans. 3.07 Slabs - Basement and all exterior stoop slabs-4" thick. All slabs except exterior to have 6-mil polyethylene vapor barrier beneath. All slab areas to be adequately compacted to avoid sinking. Surface is to be rough where covered with paving and smooth in other areas. Apply concrete sealer to basement slabs. MASONRY 4.0 GENERAL, Design Builder shall provide concrete masonry units,brick, granite masonry and precast stone units as specified in Contract Documents. Masonry work shall include provision of new materials, re-use of existing materials where specified. Mortar, additives, ties, weeps, reinforcing and accessories shall be of quality equal to or better than original materials and components installed at existing adjacent historic buildings. Submit shop drawings for approval of Architect, Structural Engineer and Owner, regarding quality and appearance of masonry work. 4.2 CONTROL JOINTS, Provide control joints at column bearing lines for new masonry work, per Structural Drawings; and as otherwise specified. 4.3 FLASHING, Provide thru-wall flashing as specified: 7-oz. fabric-coated copper by Sandell, mfr., or approved equivalent. Install per manufacturer's specifications. Provide sill pans at exterior doors. Provide fabric flashing at all new window and door installations at existing masonry walls. Conceal ends of flashing elements to conform with existing appearance of historic buildings, per approval of Architect. 4.4 MATERIALS, Concrete masonry units shall be ASTM C90, Grade N, Type I (ASTM C33 aggregate) privied"dry block" additive in block mixture. Repair penetrations for utility lines after installation as required. Brick shall be new per approval of Architect& Owner. Submit samples for approval of Architect and Owner. Granite shall be new per approval of Architect& Owner. Precast stone lintels, sills &/or other units shall be new per approval of Architect& Owner. Page 6 of 13 Outline Specification—06/10/2016 70-92 '/2 Boston Street Development-Salem,MA Khalsa Design Inc. 17 Ivaloo St.Suite 400 Somerville,MA 02143 4.5 THIN BRICK, Brick Veneer Units on metal panel over wood stud framing. Mortar to be as per manufactures' recommendation. Thin Brick shall be new per approval of Architect & Owner. Submit samples for approval of Architect and Owner. 4.6 CLEANING, At completion of masonry work, Contractor shall remove all daubs, drips and fins. Wash surfaces with approved cleaning agents to remove all efflorescence and foreign matter. METALS 5.00 Provide the following materials, methods and installations as required to provide a complete and working building in accordance with the design concept as illustrated or intended by the drawings: 5.01 Metal Fabrication a) Provide miscellaneous metal fabrication in connection with the new stair systems. b) Provide loose lintels as required for masonry work. 5.02 Structural Steel a) Provide all necessary materials. WOOD Rough Carpentry 6.01 Framing material - Framing material shall be#2 or better Douglas Fir supplied by a FSC Certified source, unless otherwise specified(such as pressure treated stock) and consist of the following: A. Sills - Double 2 x 6 with bottom member pressure treated. B. Walls - All 16" on center, exterior 2 x 6; Interior—2x6 at plumbing locations, all others 2 x 4 unless otherwise noted. Provide pressure treated plate where wall is in contact with concrete. C. Floor/Ceiling Joists —TH joists as manufactured by Truss Joist Co. or approved equal and shown on engineered drawings by manufacturer indicating all required hangers, blocking, stiffeners, etc. Engineered floor systems shall be installed in strict accordance with manufacturer's specifications. Dimensional lumber stock may be used as indicated on the drawings. E. Micro-Laminated (ML) veneer lumber beams shall be manufactured by Truss Joist Corporation or approved equal, and be sized and installed where indicated on plans. F. Plywood - Floors: 3/4" T&G advantec plywood, glued and screwed. - Wall sheathing: 1/2" CDX - Roof: 3/4" T&G advantec plywood Page 7 of 13 Outline Specification—06/10/2016 70-92 '/z Boston Street Development-Salem,MA Khalsa Design Inc. 17 lvaloo St. Suite 400 Somerville,MA 02143 G. Blocking - Solid cross bridging to be used. All blocking in bathrooms and kitchens shall be pressure treated. H. Formaldehyde Prohibition- All wood products and wood adhesives will comply with ASTM D2559: Standard Specification for Adhesives for Structural Laminated Wood Products for use under exterior(wet use) Exposure Conditions. 6.02 Underlayment- Areas with 3/4" hardwood—none; slip-sheet to be installed as required by flooring manufacturer. 6.03 Housewrap - Tyvek or equal over entire exterior plywood wall portion of building, installed free of tears, all seams shall be sealed with approved tape. Finish Carpentry Note:All Exterior siding and trim materials in this section to be manufactured by a single source. 6.04 Interior Trim - All as indicated on plans using clear pine; stained or painted finish. A. Window Casings - Fabricated in a stool and apron fashion. All mitered joints on one-piece casings to be splinted and glued where feasible. Casing to be 2-1/2" colonial casing, manufacturer to be determined. B. Door Casings - All mitered joints on one-piece casings to be splinted and glued where feasible. Door casings to be 2-1/2" colonial casing, manufacturer to be determined. C. Base board- painted 5-1/4" bead base, manufacturer to be determined by owner. D. Closet Shelving - Plastic coated wire shelf with rod. Manufacturer to be determined by owner. 6.05 Stairs: Per plan. A. Exterior Stairs 44-Unit Apartment Building- Stairs shall be constructed of concrete with galvanized steel railings. Provide all miscellaneous accessories required for a complete & code compliant installation. B. Townhouse Exterior Stairs-PT stock sized as indicated on drawings with Trex simulated wood or other approved equal. Provide all miscellaneous accessories required for a complete & code compliant installation THERMAL AND MOISTURE PROTECTION 7.01 Roofing at Shingled area (Refer to plans) - shall be Certainteed Designer fiberglass composition shingles Landmark Series, (3) bundles per square, with a lifetime manufacturer's warranty. The following specifications and accessories shall be included: Page 8 of 13 Outline Specification—06/10/2016 70-92 '/2 Boston Street Development-Salem, MA Khalsa Design Inc. 17 Ivaloo St.Suite 400 Somerville,MA 02143 A. Venting - All ridges to have venting covered by shingle caps. All eaves are to have vinyl vented soffits. (refer to detail on plans). B. Roofing Paper- all shingles to be installed over a minimum of 154 felt roofing paper. C. Eaves and Valleys - 3' wide, self-adhering ice and water protection, roll roofing -at all eaves and beneath all valleys. Shingles to be woven and straight out at valleys. D. Drip Edge - 8" metal drip edge at all eaves. E. Starter Shingles - 220# shingle starter course at eaves and rakes. 7.02 Roofing material at tapered insulation area(refer to plans) to be 60 mil EPDM roofing system w rigid insulation. 7.03 Flashing- Break-Metal aluminum, aluminum where concealed. In no case shall copper and aluminum flashing come in contact with each other. If there is a potential for this to occur, use all copper in lieu of aluminum in those areas. 7.04 Gutters and Leaders—Rain leaders shall be 3"x4" rectangular section aluminum. Color shall be selected by matching existing. All gutters shall be aluminum. Any underground drainage for gutter systems will be included. 7.05 Insulation-to be Owens Coming or equal with the following specifications: A. Sills- Standard fiberglass roll type insulation. All Doors& Windows to receive spray foam to seal & insulate all framing joints. B. Garage Ceiling R-40 and Box Headers - R-19, including the entire ceiling in unfinished areas only. C. Exterior (2x6) Walls- R-21 with unfaced batt. D. Fire stop insulation as indicated on plans. E. Top Floor(3rd) ceiling will have continuous R-38 insulation. F. Basement floor will have R-10 insulation continuous underneath as well as perimeter wall which will have R-10 Insulation. G. Per HERS rater confirm effective air-sealing measures by commissioning an independent blower door test with air leakage that will meet 5 star requirements per HERS raters projected rating. Page 9 of 13 Outline Specification—06/10/2016 70-92 '/2 Boston Street Development-Salem,MA Khalsa Design Inc. 17 ►valoo St. Suite 400 Somerville, MA 02143 7.06 Siding A. Plank Lap Siding: Mineral fiber cement panels, as indicated on drawings. 1. Manufacturer: James Hardie or equal. 2. Exposure: 4" & 6" as indicated on drawings 3. Color: Autumn Tan & Timber Bark as indicated on drawings B. Shingle Siding: Mineral fiber cement panels, as indicated on drawings. l. Manufacturer: James Hardie or equal 2. Style: Straight edge individual 3. Exposure: 5" 4. Color: Autumn Tan & Timber Bark as indicated on drawings DOORS AND WINDOWS 8.01 Exterior Windows manufactured by Pella Architect Series or approved equal. Style shall be Aluminum- Clad with Premium Sash Liners. Contractor shall coordinate availability of appropriate samples of proposed products. These windows will be Energy Star rated, incorporating quality frame materials, Low-E Glass, Gas Fills, Warm Edge spacers & multiple panes. 8.02 Glazing - All exterior doors and windows are to have clear, Low E Glass. 8.03 Jamb Thickness—Contractor shall provide jam extensions and trim as required to provide full wood trim at all exterior doors and windows (except basement windows). 8.04 Screens - Include for all operational doors and windows. None for swing type doors. Contractor shall provide alternate pricing for the addition of screen/storm doors. 8.05 Interior Trim - For any curved window, include curved interior trim as supplied by the manufacturer, similar to trim specified for interior casing in that room. 8.06 Door Sills - As included by manufacturer. No wood sills for exterior doors will be accepted. Use Aluminum thermal broken sills. 8.07 Weather Stripping-All exterior, non-screen type doors will be weather-stripped as well as interior basement doors. 8.08 Exterior Doors to be as indicated on plans, 1 3/4" thick, metal, insulated, manufactured by Stanley or Owner approved manufacturer. Peep holes for security. 8.09 Interior Doors—Coordinate with plans. All bi-fold doors are to be Masonite. All other doors to be solid core Masonite doors. 8.10 Door Hardware allowance: $150.00/door(exterior) $30.00/door(interior) - to cover all interior and exterior door locksets, passage sets and deadbolts Page 10 of 13 Outline Specification—06/10/2016 70-92 %:Boston Street Development-Salem, MA Khalsa Design Inc. 171valoo St. Suite 400 Somerville, MA 02143 - Schlage Plymouth grip handle in satin nickel with deadbolt on the front door. - Schlage Plymouth series in satin nickel, privacy sets on all bathrooms, bedrooms and passage sets on all other doors. FINISHES 9.01 Gypsum Wall Board - 5/8" gypsum board,tack nailed at edges and screwed at all other areas. A. Ceilings- All joints and edges to be taped and mudded. Two Coats primer B. Baths & Kitchens -All walls in rooms with showers or whirlpools will have Moisture Resistant Gypsum wall board. 9.02 Flooring Allowances - all flooring allowances are to include the cost of wood,vinyl tile and carpeting as well as setting materials, pads, etc, as well as all labor for installation, sales tax, special shipping charges,etc. 9.03 All carpets chosen will be specifically designed to eliminate off-gassing. Only low VOC carpet adhesives will be used, along with tackless strips. 9.04 Resilient -LG Deco Wood: 1. Recycled Content: Minimum 25% recycled content B. Products: Subject to compliance with requirements of the following: 1. LG Deco Wood Vinyl Tile— Shaw Contract Group div. of Shaw Industries C. Source: Shaw Contract Group div. of Shaw Industries 1) Address: 131 Old Mill Road, Cartersville, GA 30120 2) Phone Number: 1-877-502-7429 3) Contact: Shaw Contract Group, Inforum C. Description: Printed Film Vinyl Tile D. Size: 4"W x 36"L E. Thickness (overall): 0.125 inch F. Wear Layer Thickness: .020 inch 9.05 All Counter and Vanity Tops—Quartzite. Color TBD by Owner 9.06 Moisture Resistant Gyp. Board—Behind all tub & shower wall and ceiling tile. This is a paperless product which discourages the growth of mold and mildew. 9.07 All Kitchen's and Bath's to receive ceramic tile flooring (manufacturer tbd by owner). 9.08 Painting Interior Walls and Ceilings - All surface preparation for painting, one coat of primer paint and two coats of finish paint for a total of 3 coats using no VOC interior paint Page 1 I of 13 Outline Specification—06/10/2016 70-92 '/2 Boston Street Development-Salem,MA Khalsa Design Inc. 17 Ivaloo St. Suite 400 Somerville,MA 02143 9.09 Interior Trim, Windows and Doors - Include caulking all trim joints as necessary and all surface preparation. Provide one coat of primer and two coats of paint using no VOC interior grade paint. Any items to be stained will have one coat of stain and two seal coats. Stair and balcony balusters are to be painted, rails to be stained. 9.10 Caulking-Include polysulfide/ siliconized caulking of all windows, doors and anywhere else indicated or required. Provide acoustical sealant where indicated on plans. All sealants to be painted shall be latex and specifically labeled"paintable". SPECIALTIES 10.01 Mirrors, Bath Accessories (including towel bars, robe hooks, toilet paper holders, medicine cabinets, and tooth brush holders). 10.02 Mailboxes - to meet postal requirements. 10.03 Provide low Bones Bath Fans in each unit. 10.04 Intercom system with camera. EQUIPMENT 11.01 Cabinetry - Unit allowance of$10,000 per unit to cover labor, material, for all kitchen cabinetry & countertops including base and wall cabinets, built-ins, niches, accents, crown, moldings, posts and desks, etc. 11.02 Appliances - $4,000/unit allowance for all appliances, specialized installation,taxes, delivery, etc. Includes: stove, dishwasher, 18 cu. ft. refrigerator, vent hood, (including venting and labor for installation of hood and associated ductwork for venting), clothes washer and dryer, and any other appliances that are indicated on plans. Appliance manufacturer to be GE or approved equal. All Appliances will be Energy Star labeled. FURNISRtNGS 12.00 Section Not Used SPECIAL CONSTRUCTION 13.00 Section Not Used CONVEYING SYSTEMS 14.00 Applicable Codes: Comply with applicable building and elevator codes at the project site, including but not limited to the following: Page 12 of 13 Outline Specification—06/10/2016 70-92 %:Boston Street Development-Salem, MA Khalsa Design Inc. 17 Ivaloo St.Suite 400 Somerville, MA 02143 1. ANSI Al 17.1, Buildings and Facilities, Providing Accessibility and Usability for Physically Handicapped People. 2. ADAAG, Americans with Disabilities Act Accessibility Guidelines. 3. ANSI/NFPA 70,National Electrical Code. 4. ANSI/NFPA 80, Fire Doors and Windows. 5. ASME/ANSI A17.7, Safety Code for Elevators and Escalators. 6. ANSI/UL 1 OB, Fire Tests of Door Assemblies. 7. CAN/CSA C22.1, Canadian Electrical Code. 8. CAN/CSA-B44, Safety Code for Elevators and Escalators. 9. EN 12016 (May 1998): "EMC Product Family Standards for lifts, escalators, and passenger conveyors Part 2 —immunity" 10. Local Building Codes. All other local applicable codes. 14.01 Manufacture to be Otis or equal- Roped Holeless hydraulic Elevator. One elevator to be sized to accommodate stretcher in horizontal position. MECHANICAL—PLUMBING 15.01 To be issued by Addendum. MECHANICAL—HVAC 15.10 To be issued by Addendum. ELECTRICAL 16.01 To be issued by Addendum. End of Specification Page 13 of 13 Outline Specification—06/10/2016 70-92 %z Boston Street Development-Salem, MA Khalsa Design Inc. 17 Ivaloo St.Suite 400 Somerville, MA 02143 70-92 Y2 BOSTON STREET DEVELOPMENT- SALEM, MASSACHUSETTS Exterior Materials Sample Board METAL CLADDING ., �::f..Jr ,:uING PATINA GflEEN y,;i� ,;, CHARCGAL GHFv 1 CERTARITEEDROOF HARDIE TRIM WINDp FRAMES CHARCOAL BLACK Now- .'� I:IJ•.1-1�;� t _ ji III _ YI III -- I '. 'il;- ii Rl1rRF IN COLONIAL RED BRICK CAST STONE BANDINia Drawing List PROJECTNAME Sheet Sheet Issue Current RIVER ROCK Number Sheet Name Date Kev.sion Current Revision Date RESIDENCES �f 0-Cover PROJECTAOORESS A-000 Cover Sheet 05-10-201 G I OG-10-201 G 70-92 1/2 BOSTON ST, ti SALEM,MA I-Ciwl cuENr C-I Location Plan 03-30-201G d C-2 Bnshng Condtieons Plan 03-30-2016 ® b 8 ® ry 1 1 n LAR PROPERTIES, C-3 SRe Plan 03-30-201 6 C-4 Layout Plan 03.30-201 G I _OG-10-2016 TI '1Tf 7f 7n Ir,, ARCHITECT C-5 Utlhty Plan 03-30-201 G _ t--�--v7--� - ll i-i11 ll 7�T1 ri -:� KHALSA DESIGN INC. C-G Photometric Plan 03-30-2016 ■ -{ 'i `- � 71 'III 'il 7II1 -{f 7 C-8 Details Plan 03-30-201 G C-9 Details Plan 03-30-2016 C-I O Details Plan 03-30-2016 OR , 2- Landscape L-I Illustratme Landscape Plan 05-10-201 G I OG-10-201 G L-2 Materials Board 05-10-201 G I OG-10.201 G L-3 Materials Board 05-10-201G I BOG.10-201G PROJECT: L-4 MAtenals Board 05-10-201G I OG-10-201G 171VALC0 STREET SUITE a00 RIVER ROCK RESIDENCES & RETAIL SOMERVIt E MA 2.02143 7 rEIEVMNE 61i$IdE6:FA%61'd91.�96 3- Architectural coNsuLTANTs: A-020 Proposed 51te Plan @ Garage Level 05-1 3-201 G 1 OG-10-201 G A-02 1 Proposed 51te Plan @ 15t Floor 05-13-201 G I OG-10-201 G PROJECT ADDRESS: A-022 Enlarged 5ite Plan @ Goodhue 5t Entry OS-13-201 G I OC-10-201 G GOODHUE STREET & A-100 5cherrlatic Garage Floor Plan 05-13-zo 1 G I OG-10-201 G 70-92 1/2 BOSTON STREET A-101 5chematic 15t Floor Plan 05-13-201 G I OG-10-2016 SALEM, MASSACHUSETTS A-102 5chematic 2nd Floor Plan 05-1 3-201 G I OG-10-2016 A-103 5chematic 3rd floor Plan 05-1 3-201 G I OG-10-201 G A-104 5chematic Roof Plan 05-1 3-201 G I OG-10-201 G A-105 Townhouses-5chemat,c floor Plans OS-13-201G I CC-10-201G ARCHITECT CLIENT A-110 5chematic Enlarged Garage Level Floor Plan-East 05-1 3-201 G I OG-10-201 G KhalSa Design, INC. LAIR Properties, LLC A-11 I 5chematic Enlarged Garage Level Plan-West 05-13-201 G I OG-10-201 G A-300 North 6 West Elevations 05-13-201 G I OG-1 0-201 G 17 Ivaloo Street, Suite 400 282 Bennington Street Somerville, MA 02143 East Boston, MA 02128 A-301 South E East Elevations 05-13-201 G OG-10-2016 :1°<°si lDw.w So ENowunw E RENVNTryE !.EGROPERIYnr.1LL $ A-302 Townhouse Exterior Elevations 05-13-201G I OG-10-2016 DEvcN iNc.u6E or ricsEPUNsoRmry oRM Or REPRO=oN OF MI6 o.'M MY' Ol E ORINPMr 1MMOIn.AN.6 A-303 Enlarged Eztenor Elevations 05-13-201 6 06- 0-201 G xi 1RR$ULTW RPRO~STIED ENT A-400 51te Section 05-1 3-201 G I OG-1 0-201 G anosscvnoeu ExD euly sr ExrErrt or A-410 Building Section/Typical Wall Sections 05-1 3-201 G _ I -OG-10-201 G LANDSCAPE ARCHITECT ATTORNEY REGISTRATION AV-INeighborhood Photos 05-13-201 G Blair Hines Design Associates Joseph Correnti, Esq. a AV-2 Perspective Views 05-13-201 G I 0G-10-201 G 318 Harvard Street, Suite 25 Serafini, Darling & Correnti AV-3 Perspective Views 05-13-201 C, I OG-10-201 G Brookline, MA 02446 63 Federal Street AV-4 Perspe<t, . : ..,.: ;1 G I OG-10-201 G Salem, MA 01970 $, LOCUS PLAN CIVIL ENGINEER 05115016 81 • Williams & Sparages °M IJSK AC a • ° 191 South Main Street, Suite103 e .•. + -' REVISIONS ~ .. Middleton, MA 01949 D m 6 m, gjs 1 as, e • ~ 3 ,1P i, • . d 1 pqB REN61nNt OS1Ra116 • t • DESIGN REVIEW BOARD In • ~ : 05-13-2016 Cover Sheet • =' .- : - :� r ;' •w ��, REVISED: 06-10-2016 - n . A-000 • ' • - �"P , • �'- ' 91VER ROCK RESIDENCES 3 PLAN INDEX ENGINEER: *iL.'ART, A -I ARA,,-, ASSESSORS INFORMATION <hIr N741� M1111 A- k-�If IF—,". M, 1 �4 u u- n.R L - WILLIAMS 0- ARCHITECT. K,, ,5A CF�LCN. W,C- z Z. TQE11 PI.AN REFERENCES: UJ SPARAGES § E,%S b-'D REFLIELNL!T < �� OWNER: !�l L1,1.z R-ET -;I-- 5 umI03 CL (A 0 E`1 :N�IICTOJ ST;F7- HOME 19)81 99-900e Li"I i1i 0 sWRIOGINEUnla. _J LLI> w C-S Lu ZONING TABLE Z Z 0 ZONE NORM RIVER �A. 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R9,RJ= 1 WAA.t.4 a R` r 4F.^44NI. t.r,11 1 J W N r— - C_" r _^I c 1\,.Evem Musa. sw[a: L .f+I, anwl.x oI o..L '..! ,1: Q 'O g � 4nr E[ST p PRCPCS[ w 1. SH9W L. 4J 'WS RRE M E 4 5F'M4' J i-I.W E. .1 1<N NUry 9 J1 SE Kr E RAN'. 2 E_Ev M J CF4 0 t 2 EN It "C [ 9 V RE.ry¢'AND 'L'R et VE=.R fFCti St CiR$ C TR W PRECAST CONCRETE w+At IsfN.Rz RENT 11,- A _fV o N411 tt E E x W PRECAS CATCH BASIN PRECAST CATCH BASIN .w, „ ES R E „VEP 9I mF ,EF 4.,. WN-x $B,E 0 W 0 DETAIL DRA:N MANHOLE - rrlsl N.N1 I ,EARr skP xn.)n 4=z r A. ell' ,E N DETAIL DETAIL SEARS J-DsM x" en rex -a a=s,. CIRIRE AFC 5 MWi ].'LA W -eR1 b W V \fN-Po9f 9:Nx LCa's!ols mn wcxr[[rlrR..F✓.. aI J W p I'4t xt Nc ce v W t14I•SYw4.T "RE•ER. .. .,... J. L l r L I .r+ET. s 4•B O W kn Att x4c_ uA�x e I r ert uass Rvm 111, Al" Nr<•+ -" -- � u' v _f , 5 JY r 1. FAFRY-K 5(T4R4uE UMVE %XA t ,Illt.4.1fun A'.M,•Jr IF uIv e�`Re T z-.RN.4,z.wL.D,L71 IREK•Ira41 (/1 2 __ + I mznwn�YLwcE�c axuf.T�..xn;s sl.._'vTJi.R f.f.2�: .• O Q IP .'gY i-c"IµNW yM1, Tq]Ftt-911R9 CM21 le WM :c :5N:. AT VY c=,\P=a a'RSS" -1A9 RARPS S.11 eE NEt -: m O - 4 A. TS T.cCIL14V Y 5 ryll.Cl rMP.41. rH!JAkwLNI=N Chi R_ / 2 7, b _ -CLYE"HY_ENE CO'vERE7 �`_ —, .. .:. :_. - BOLLARD a' �a DETAIL VERTICAL & SLOPED GRANITE CURB. um� PRECAST DOUBLE GRATE CATCH BASIN ='n DETAIL ^mow • :Fell E A T p O .F HeJ I bt +�V ,HER" N N � L �) k'!IN MEC 0, P _ .1E1 r.F JL..VII F Y N • u L.r 1 i ,L`o rn E c u 4s N I— r'I.�w L - A ` I , V) to f { A PLE J _ �1 :A'E] cT-;py: - I RrNry a' N+Hc> rnEc a. F 1-� i'J r n BC !I I ►' - SEAL `� 1 f xI SVL ra I - T ✓ PRECAS` SEWER N1AiJr.,�L= DETAIL `' 1313LItb1 Lc�,i Iz - d p _ •I LJ � ]0"LFT TO Sfl'rF — L _ W r I � z ry Z J 0 z jr, Q SHEA { g z m S - Pb - a S i• ,a-° L�-lDET 7ET-.L GAS TRAP LV [ i n a:_ax, n _ �. I -- — DETAIL o ly 4a w t W W Z v~i O LU rT 1 m 0 0 T' y � L "" — WHEELCHAIR RAMI- SINGLE a..m DIRECTION WITH LEVEL p`er ENTRANCE &;£ DETAIL g` g QFE Ci) )->IAA:F O ry Z D O G _HT P q. OO Kp � O t e - ... _u. . , ...~ LiIES. MLn a'€ i n L r °c F i a eu is a .i Fe,s WHEELCHAIR RAVP ?us SEAL DETAIL _ CONCRETE WALKWAY F 9 DETAIL CONCRETE SLAB (DUMPSTER) , - - DETAIL ACCEPTABLE FILL MATERIALS:STORMTECH SC-740 CHAMBER SYSTEMS IA93 rn 01 MATERIAL LOCpTON DESCRIPTION ppSHTOIWIONAL fAMPALTIDNIDEN3ITY C�• C1FIGlTION3 REQUIREMENT L U LL t Q x...ww.N... «,... "" ..N .Nx�n.-„« Z ,.. rn l Q Q _ MIAV) vIi .wc 0 N - III t u�mw.uRvt wn aurrn wssusE ^f ... ". O AAA— LU "`.,ANIKJ�`. . .....w,N. . Z �Z,cox« Ix A-l-ax,. N..x.,N ,..,e. «" �•,a. ,r., d."„mow.�K` :" «o wxwo� n �\ - .. - °F s z J 0 �u .AC P AVecxA.°.e .wI- 1 g � V a�. az0 F . nmao.0 _ «h. �.Gm _ SHEA On a....a......�� ' � J WQ N --- urv.rox,w,. dl Iw J � F@x tl4>E N N n k' \ ,r. mm F CC I LU Q� � . r rorr .erioeeo.e ., em...-� `_ mm __ r.: re rzu L AI ce W NOTES. W ....ox..x.e wm..m m"`:awm aawr.x ,mwu.nrnvw..renmNeo.xaw.mm•. IE a-•,; _ -],N,. _ e -- C]toi� f q 11iY V) Mc-I C e jcc O V1 w.,s.,..r..de..mrm.,d.,,.:.a...a...xe.x v�..w.w w°..b..wm..c • w.wr.Nmax.v.,a..,.e°urr.,..,.Y x' rn"r° INc-!1(�_ W MANHOLE 30' DIA H-20 .n.�E.m1.o,..�,.�..ro,,.m.. .:"`°'.®"".n` Nw..'„"oe"' v,"n':dm °°xw.^.x.mou MINI CATCH BASIN Q Q «mwn.x,.n�..vA-oxn.r,Kd,e.,q.samrixiaw�..�o. .rx.we m�dSTORMTECH SC-740 CROSS SECTION m O - A- A+ INNI 1 L I I .G a'— J D, 1 - U r]t•.w:n v Q � —r 9 a ..m.xe.,a rm aea xn �a. �l�✓ �� I �f veal. .:s..:. << [ .-B•ANI r Q P. Mrcxu9 nr ory 2. 11,e i iUN JiEtl ' YRxf1\Rl1 rnn TIAAAA cx,mxwc wamu,w: nw-s au¢nn.fw v,.u°. ..a�ow.ewsoxcuv+nt iv, pf �R p n✓uvu.e.¢nM at vsty xaEm.rt.e i;r) 1 [e[P NFv o p 5 E a $TORMTECH SC-740 INSERTA TEE "" '"` IN 9Y1 "I- .t SEDIMENT AND OIL SEPARATOR M.w.Je ,. ,saw..x scvc.,.�E.-L:.. DETAIL N & E Cm - x� Ma°° a�9E w xe f°,wx d o _ m s a ¢ L' 3 SEAL { [ vrpr,Na'ewr.[.Ww cva,.a.x.+v cw.eu CDNNECnDNDE M, cowdxw:v.,s x�e A cvue.oe�,mu eE xrc[mExlpo t , INSPECTION PORTIt �= talslo�� PROPOSED fIAM 117 KEY QTY IAMN NAME COMMON NAME SIZE NQI6 3BEE` BN 5 Betuh nlgra'Herrtage' Helm Rner Bimh 3 3'd. wngmMgle nem CJ I Gled.hha fti;va ,mrm Fox Red Fora Ka[sunvee 25-1"cl. vngk/BBB GT 6 Mkul Govkii RiI var.rne+mh GIRThomfesa Honey) st 3S'-3"d. BBB MO 5 Matus'G 8m Raindrops' Golden Raindrops Cnbpple 25-3'd BBB MR 5 Magnolb'ButseArei Bu,me Magnolw 25-3"cal 8&9lsingk item IT 2 Ddoden—.mllplen T irl. 3-3.5"cal. BBB QC 5 Quercus cos Sailer Oak 3Iy h'. BBB Ps a Pinus svobus Whim Rne 3-3.5" BBB TT 7 Tilia tomenz G GI Gh Dnden 7Z h nl. BBB TP ) TM1up plloa'Gr«n Gbn[ GI Gbnt ArboMt« 15-he BBB UP l Ulmus.parvi0or. lacebvk Elm 25-3"cel. BBB II I CAA 28 ❑erhn alnilolb RIOavvwD #5 Pot 6 la Cocoas ttolonden'Red Dawn' Red Rit Dogwood #5 Pot H0. 12 Hydma ;Iim.l,i mmiurn elle 0-1:4 lk Hydrangea a5 Pot HP 12 Hydrangea anoneb peuehns Qmiblrrg Hydrangea as Pot IG 42 Ilea glapa Irdrberry fFSPo#IB'hi, W 14 Ito mes«.aessp'Bl kitihmi Meserw Holly 2'h, 2 shall be mmIihi ah, w 25 Ilev wnutlhb 5parklebeny' Mountahn La Win[erberry 34''M1t 2 shall be rrple KI J Kalma I*mIh MounraM laurel 30'W htJBBB MP le Myna pens7f a'i G-bvm' Bobum Bryhemy JB"he RA 32 Rh- mivj-im v vm LoGm Sumac Wh, -�-. , RC 19 Rhododendronmmmhh,se Whim Rhoda N'ht RO IB Rhododendron<Mriada Anim RW 3n"M1e �.� MB-2 56 23 Sgra®burim m,,.C.,*lrterei Cuded SWa[amrsgma #s wt $I 37 S[x..Ialmmasa'Cnag1' LiamN,xe 5, .avlm )6 Pot retaining curb sf 3) Sgrzea ppa llvk Pri cni ❑vk Rotes Sqm its XPM g SV 15 Synnga wig' Common❑hc 36"M1a special paving at entrance \\ '. ,gypped seatwall TB D T d- De Wo I Yew 21"hc/Pot 3'ac.s1 VP 3 VI pI mm,nwsum MaI Doublefile V'bumum A"hc cR N- AM 5) A,Z II 11f r D rtE YelbwYarrow #2 Po[ Clry Parking lA[ �,I�' . -/4� ��•�� _ IG-7 CP 49 Ghmagrasds><acu[iaon Karl Foenter F dmr R«d Gran #2 Pot CV 8 Demans trgri Vlrgtn Bo 'W. #3 Pot HB R Herhim Imim Bala II Ny #1 Po[ MP-3,NW-7 _\ MM a MisanN 6 Mommg blihr Mamtq light MnwNus 43 Pot .� NW 7 Nii,. WI low Catmint #2 Pot PS-5 c, } T G O PQ 24 Panhmacimm qu nqudI Vnginn Creeper #3%t s E trellises at garage with PQ-12. I HM CA-27.1I IV-25 BN-3 e" T-2 I I I � -2 paving at envy� Proposed Residences at ' /unit sidewalks 70-92 Boston Street -f '?C-2 shrubs �of walls: - - SI-19, RC-191 HA-27, + w'' + �j-., CS-18.RA-32 SV-I I11-14 T--SB-I B.TB-20,MM-8,AM-l6 + __ I PQ-12 TP-5 � GT-3 - + - ~+ Dog� lye - unit paving around central court t ^k- �r.�� raised - and front envies 6'hcwooproperd fence along I =$mow-��_ . .—crossing ,'� - .� property line +_ �� with � -, �, } 6'he wood fence with vines MD-3 special -� along property line TT-4 paving Is. vt t. CP-49.AM-97.$)<I6 i Qc I -3 - Proposed 1 �� p VP-3 -_ ,\ MP-7 II Kl-3 Townhomes \ r I i GT-5 QC I TB-3 58-5 / MD-3 i---_ CJ-1 s + special paving at entrance T t\ _ foundation plantings: I RO-15,SJ-21 site identity sign r 42"ht metal picket fence at top of wall where wall exceeds 2'ht R O S T O N $ TREE T IGT-4 HP-12 L L stairs from Boston St.sidewalk to 36"ht.white picket wood fence and envy court gates at envies to townhomes Blair Hines Design Proposed Residences at 70-92 Boston Street Salem, MA Associates LANDSCAPE ARCIli TtI Illustrative Landscape Plan June 9, 2016 AL t. M ip WON r 111 I . It ML fRWRRRIMM t+ r- -_Tmtrrrrtnrm �iiiir 'iiii i I 1 _ t1 • � � � 1 � c 1 ' •y h' I I till y Ar SI • :�'�'b . Blair Hines Design Associates BOSTON STREET RESIDENCES SALEM, MA LANDSCAPE ARCHITECTt MATERIALS BOARD I FENCES, GREENSCREENS, SEATWALLS r � J �• �� ,�s T '�r ,LK„r5_ *` F ��, TLfb. 1�, -- 7ia^ �af( • y � w �Y <j 1 � ,['_. yk +,� 4�' �,ly +�; - '{=ram. ;� "('� . rRF .i pt '_ Ilk, Sa^ 'f•1 art awn -- aY! � �11x ~• •` w• � � � -t- 4 T 't F� • • • F F . AlOr 'Y .E,L-11-1 . 16 q ` f Yw ~�� 1 '4' � 01% �+fir�''....- 1� � �i� F• �eAl� 5 / l ./ 't.A .. . �JTT91 � '�! Psi.: _ _ ��, . _qa. I: .i� �'p I •• .4 ,n �f ," - may. � � • .�� „Y d Blair Hines Design Associates BOSTON STREET RESIDENCES SALEM, MA LANDSCAPE ARCHITECI MATERIALS BOARD I SHRUB/GRASS/PERENNIAL PLANTINGS PROJECTSUMMARV I I ZONING CHART PROJECTNAME ry x REGUIREO PROPOSED 7 OIBIRICT NORTH RIJIPER.1 DICTi 00R IR6Cr �� RIVER ROCK /•$y-'Jy I/ "• TRA..WNALNRCC OVEPUV OIEiRICT, LOLeG'E l],]d SF. REWDENML UNITE wUNITE IEENTpMGE CORSOON OVE DISTRICT IECOOI '•' ' """' " IC°MYERdAL 7]fibG I I RE➢wRE4 PMPo.E4 RESIDENCES N I I.r • RF`NWR IDS6PACESTOTAL POSIP..LE6TOTK1 I ON LOTAREAI5 F I ISLOISF T1Y35.G. C°WLIENNAC. \ p� NrtiL PER MNCFLWMXi P—S 1w6AACE6 I Iwx.LOT ulvv d]IbEI 3swsE IA6-sslpu paES NDT COMFY PRQIECTADDRESS N 1ON LOT FRONTMiE wR 4]1.]6 LOM%IE6 AND ✓ //\` 1 I ...ONNclu B6PAceb IRETUL- SSNN,Es �0-921/2 BOSTON 5T, PANAN. SPACE PER 1w SE, I ION,LOT IAOTN war. F'Ol. COMPUE6 SALEM, MA MQ OF LOT CD..DEFT SONI.RM., ISEN I W.NI COMPLIES --- —-— —"— ---"---" UNRCOUNT I ALLWILDINGlx -J - - 1 BEO{]fiLBw 5F1 IE ON.O PE.SRAZEI%' - .1 BM bF COMAIE6 OLIENT " / i 1BE➢.STVOVIl9]04F1 6 wN DEPTH FRTODE YARD VPRIEs. O 1MIN COAIP1IEs 19ED IesslznsF.r n wN.I3pTH LEFT sIpE YARD rTI vARlEs ea® muP1]Es I LAR PROPERTIES, , 2.BED.ENDY p 3S l A73 N } MIN.VAo IG AOEVMOIRI vM Ris. N T®MIN CC.PUE6 I LLC VO %/ Fill 16 iIL. IP�� }RED ITOWNXOU6Eb 1,%1�S,O3]SFI 6 IMIN.pF➢HRFAR Yggp lG¶ VAR E6. ?®MIN''COMPUE6 TOTAL wUMlb I TeuILOING/51Fn mFT 1TRMlS ovFRar131'z CAMPUEs ARCHIEEUT • n- Bu46{Gp✓✓Wlwmea.uM M1vm Mvm e.Yvaler:elM peuM4weE9aY REAM F:,e PIS : j ..PIiINARFN•m:,w..Yl.e.v.I ltl:.:.®•a:°,..,:e e,.— HALSA DESIGN INC. Al _ , rWNYuNNN DRIPSW°NM:wM1.G.:ca.wwwP•s.n:.ee ue e..I.a P:.e.pp bV.w.MwmL R , _ •- I � �. ly I _ j !. IMN.NE14M B1XUYXOb 161°RIF51 3611gAN6.OVEflUYI 361 COYPIIE$ P IZ 5 1 "' 11 • -� BI6L - MIN.DISTANCE 3—N Clill - I•N •- r r.+x OODN I BWLDIN6°NLOTIM EIEW.16' I I V` I �� L 5-3KL r : 71 EIEV 15 `® NEOFFER WEARFARCOMSER°M ANY SO IT 98 OOEE NOT COMPLY \IRESIOENTML OR[ONSpNATIONU6E U. '�'-sl2 '\C�T (FLOOR AREA RATO ST°1/IH SIR G6 1,F O6w,w+GSF lE6. 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T iT IVALOO STREET SUITE 000 SOMERVILLE,MA M1A ' / ' � , _ T- iE1EPMGxE 6n.91264iM BP2S1-y!E • 4F CONSULTANM rg:A— ire J lit, H; L 'o T� a COPVgIGNi YLl02116 1. �Y REMVNT P PER OFKI T _ - OGRM Gi RE RMEOFTIIESUQRANY OGUCWINGFT�HI6GFSIGN 3 P� 1WhiEN fA INEENlKpWOWR�kU AVOG QL - pMtLREEULTW iM F1M1{£fii FITFHi OF .� PO8KUl1OH UNJCfI UW . . - i• REGISTRATION t l 15p61 05-112016.E . t clwaeeer JSK 9 REVISIONS p 31: _oqe RensmNl _ mrnm+s PERSPECTIVE VIEW OF BOSTON STREET ENTRANCE Perspective View AVA R RIVER ROCK RESIDENCES a a r r 8" 1 6'-0" 8. 61/4 ,, RIVER ROCK Z-5" 0 4 318" RESI DENCES GRANITE POSTS ; REQUIRED I 2'-0" F LANDSCAPE BY OTHERS' (2)SQUARE FLOOD LIGHTS(BY OTHERS) ITEM A-(1) DOUBLE FACED POST& PANEL& FCO SCALE:3l4"=V-0" r JOB#: FCOR;&POST AND PANEL COLORS1 1 Job Name:RIVER ROCK RESIDENCES w SCOPE1 1 Posts: (2) 12"GRANITE POSTS Date Comment Location: 70-92112 BOSTON ST.SALEM,MA R LO 6-9KD NAMECHG:"RESIDENCES" \, ,, ,,,,;, , , ,, ,; ; Brown By: BARE IGNS M81(1) DIF NON-ILEUM POST AND PANEL SIGN W/FCOs Panel: Brow nBP: EARN 2"DISHPAN PTM DURANODIC 3630 69 Client: S PM: KJ 158 Greeley 38 Hudson,NH 03651 ISITESURVEYREQUIREDI (Landlord: I Owe 5/11/16 603ForrSei80 Fax0-27'5674fi80 FCO letters: ' • 1 Y � •• 1 T � ©COPYRIGHT 2016 THE BARLO GROUP TITS m6NN CONCEFT SIDE?110 N OF THE BANG Om�4,ALL MWeCIpN AND ZPUCAM Flows ORE AoM H Fat LUNSOUP. Sign Area: 13.5 SQ.FT. 1/2"CLEAR ACRYLIC PTM WHITE 7725-10 ❑ Delp: Date: RB WE DESIGNED MR YOUR PEAmNAL WE AND n wm TO BE USED O1TANE Yaw ORGANVATNN m EIamm N ANY rA M I Engineering: Date: I Artwork Reg: ❑Yes ■No Photos Avail: ❑Yes ■No I FLUSH I STUD MOUNTED Estimating: Date: I ©umerwMmr:ImaramreamD.w 0 � Sales: Date: File Name:River Rock Residences 160516608 6-9 Sign Deposition: Remove and Corp Specs Avail: ❑Yes ■No Production: Date: 1 Dispose Ni ALL COLORS ARE FOR REPRESENTATION ONLY.SEE ACTUAL SAMPLES FOR COLOR MATCH. Installation: Date: I B-16-05-16608 SHEET: 1.1 OF: 2.1 GOODHUE ST ENTRANCE ALL SIZES NEED TO BE VERIFIED, APPROX SIZE AREA SHOWN GOODHUE STREET 13' 2„ 25'-101/4" — BOSTON ST ENTRANCE ITEM =V-0" -(2) SETS OF FCO FOR (2) DIFFERENT LOCATIONSSCALE: V POSTONSTREET 11 10 14'-41h Ail. nlnr 1MfW FROM GOODHUE STREET LOOKING NORTH VIEW FROM BOSTON STREET LOOKING SO H M t i4is _ VIEW FROM GOODHUE STREET LOOKING SOUTH VIEW FROM BOSTON STREET LOOKING NORTH JOB#: [IJ111114114111ilIkIll a• 1 " I Date Jab Name:RIVER ROCK RESIDENCES IDAT LO I Commen[ I K 1 • 1 1 • Faces: I Location: 70-92 1/2 BOSTON ST.SALEM, MA M&I(2)SETS OF FCOs 1"CLEAR ACRYLIC PTM DURANODICS363O-69 6-9KD NAME CHG:"RESIDENCES" `1'.."" •....... Drawn By KARE WtsGNS Sales Rw BARN Returns: PTM FACES Client: I PM, KJ Greeley St.,Hudson,NH 03051 Landlord: 1603I 882-2638 Fax I603I 882 7680 Spacers: FLUSH MOUTED W/STUDS TE SURVEY REQUIRED I Date 5/11/16 For Service:800-227-5674 �TUDIiMFN7:U1711t� ©COPYRIGHT 2016 THE BARLO GROUP nes Ixsl4x coxcEvr atxrvmvs6n oFtxre4uaewow 4u vswucmx nxo owuumx acles,ua vuavm srn[eaua 68ge Sign Area: XX SQ.FT. I Special Note: npe Date: E nss vmealvscx®sosmwvsxsoxu usr+xo is xm rouussooursorrwwau4nvnmxaxu�lruwutr vuwaa n�lneering: Date: ArtworkReq: El Yes ❑No Photos Avail: ❑Yes IN No Estimating: Date: �IlnaerwrtmraLaharamrkalrc., { ,rcr„ o-_31i h p FONT: BOOKMAN Sales: Date: He Name,River Rock Residences 160516608 6-9 Sign Deposition: Remove and Carp Specs Avail: ❑Yes No production: Data:Dispose Ni ALL COLORS ARE FOR REPRESENTATION ONLY,SEE ACTUAL SAMPLES FOR COLOR MATCH. IInstallation: Date: B-16-05.16608 SHEET: 2.0 OF: 2.1 I — i HIM- L Roof 11 3m t 2rod� _- 3a..a� BOSTON STREET — T -- _-. tet€laar _ __ r __ 2r Y GOODHET STREET - — - - -_ -- - J I I BOSTON$7J� T ENTRY SCALE. fi3=1 -U 11 ], t0 - I z i�llllll_Illll Retail Level 111 6l� tll I Itl�ll! Lll 4Jl II1 ll.. Ill J- 1 J11 U4 Vl�14J 4-ft Ill�.l Al ll�.11 -- d s� I -I I I 1 11 1 I! l I III-111 11 I-1�-1 I I I I -1!h I' Il i-1 i I 1 7 .e SCALOODNE 111�51'UFFT ENTRY Job Name:RIVER ROCK RESIDENCES T LO Location: 70-92 1!2 BOSTON ST.SALEM, MA JIGNS ,I Drawn By: KARE Client: Sales Rep: BARN PM'. Kd 158 Greeley St.,Hudson,NH 03051 Landlord: JI f603)882-2638 Fax(603)892 7680 Date 5 j 11 i t 6 1 For Servu:e 800 227 5674 ' 1 ' 11 COPYRIGHT 2016 THE BABLO GROUP Dasinn: ' •Date; WE DESNN CONCEPT IS WE PROPERTY OF ME RARW GROUP ALL PROMOpON AND OUPUCADON MGM ARE RESIONEO BY WE MUO GROUP INS Man a DESIGNED FOR MIR PERSONAIUS E AND IS NOT TO NE USED OUTWf MR ORGANWiION OR ERNI&1®IN ANY EASMON. I EgppjneerinQ: Date: -- IEsfimatinQ Date: I VUnNenNNtM11111Oletarks In.. � 0s 'fl M P I Sales: Date: i Foe Name:River Rock Residences 160516608 6-9 I Production: Date: IInstallation: Date: I B-16-05-16608 SHEET: 2.1 OF: 2.1 PROJECT SUMMARY I ZIXJING CHART RROJECT NAME RE UIRED NI.M. I M9inCi xOxixnNEn GNULtmwvn MnGG1 NEIIN0 ,.LNN 3 „" „ GGw° �� .IE 00, Yr of ffiai RIVER ROCK w — _ — — RESIDENCES MEPCML N8 J3 [ PEWII@0 p11MO6.EY CON.ENR pAAIPxG 163pOLE4lOtAL ,W g..RIrgL IN LOTMEAmiI lIi.Ji EY'Si CW0.RY .I.ANE A�SiOFNML ,ro9pICFS(35VKES,LOSVAGE9 YIM LOTgRE4Wlsil SEDJSi MSiiW CCF9 NOiCOMRV PROJECTAOORESS 1 Ex pzFLLIN6 YxR, . mxxancML sSPAGEs,RnuL- ssPACEe 1M 1O}iRONi° m^ nm CGYxws 70.921/260STON ST, a PWKNG PACE PEn,wmi, Mlx Lorw,vm mil uo-.,ss coY�lEs SALEM,MA ' ��/ r e YR%LCi CDVEnMER. STu,Ld-0Si ZL.9i - •/\ UNIT COUNT Bm,gxcpl —•—•_•—•— �—•—•—•—•—•_-_-� ,.aEn fiMWsil m wx aRxsPAcyx, - nsi ccua Es Cl1ENr l I ,.aEu•sruormwamas, s YN DEPmiflo.MirAna,m Es 9+,?awN cwLwEs P1� I i s4 n e s aisr, _ _, MIN Pnv VNVw.r a, w. a®ux coYm 3 LAR PROPERTIES, � V z.eeo.snwn ,ansPl MM 01mN xrsceYARo,m vq Es. ,<, ® x. coN LLC V I z z ` 1 - —zPx9 I 118EY(IPFN W ES R,3.@l9p, 8 MpEPM A9 VAPOIm VAfllE9- ,?® CGMPDES ror w wm crrt rxLa,n, mit RflAxs wEwU x cGE,PL Es ARCHITECT OD' n�.. paambY{L B,xG.MnNgp�i�Mx�b nwx.N Aan�aWK xalx 9�pMe mer,Yeane KHALSA DESIGN INC. _ I YAII"Ecxr 0 DIPS rsi0RIEsl Ssr 1iPAN4 oYF IAn�)6i Pl1Es eV 00TANCESEMEEN - COMIIRN O , /��r� LOW4W Lmm \l r ,.pnCEs \ • 9 - •Jr`' •`` v I 1e9... PE9ILEMWIX .O �NXSEFV�iUNYu9E1 'A i'f oY CCYE HOi COY0.Y p' W ~H0'd1 l - -8_'Q _� T : ,,,H.Gxi 6„F®I. G 6i CDY0.1E3 I ,3 cR a NEEV`, ` 'I s�wEs\ I, Ess 1 1 b ' ppEos E¢M, LI e i LE_uL_._.___'_._._.___._.E` .___._.io,ET o- 3 IELEG4tl r9CE6 �. g Qry A PxaPosEDuianr 1]IMIAERMTREE A U 143 P,04pALEa SOMERVILLE M�02,4�1. - �)ERiEa£Px � CONSULT AN19:a - T rs ! F TOWNHOUSES wY 1 AB9YE �� TIN. m ixPemm a M.,.' 'MNM" MEnCWAxoW pPOSECInEox uxai"".xiimvauwsq I o RSUNIXC.. %ALLSORANV FMM K REnRCOYGf�C[TNe�e� x WryO{pgIENTIN EgIrtIX mENwLT. wwreREO xxo mE uLusrEsm,*oi g sN.L nE4a ix � AIEGISTRATION I � 505TON 5TREET , , s �Kc 6 �. ws halm,E REVISIONS xx. uesrplm G.Y ,PS REvislGx, a iYO xENLslo:: mz.m, E t Proposed Site Plan a ,V w av w SO 1 @ Garage Level f/� a GRAPHIC SCALE A-020 5 p�9�Sam"Level IIl� — R IVER ROCK RESIDENCES ^�. PHOJEl I NAI.IF Area Schedule(Grou&d6N) Name ATE. RIVER ROCK RESIDENCES 0.GARAGE-FAR 1Sw SF GO 0.GARAGE-FAR 169SF PROJECTBODRESS 0.GARACI - TFAR �S40E SF Gr 70-92 1/2 BOSTON ST, 00ho� d r 2NDFLOOR-FAR 17593 SALEM,MA S3R0 FLOOR-FAR 477 SF ITM�IN BUIMNN�G )bl) SF CLIENT NOT H-SPP W/R/{{�FF'AA[�RR F� "M SF LAR PROPERTIES, TMF T(N 4279 SF LLC 3362 SF TOMHOUSE 16241 SF MIRCHIIECT G.d WI.L ID W311 SF KHALSA DESIGN INC. Fxc�etyaw wl � uxrrr 6 p9W.p@ .BQ,SI eRu SUBTt6[ 1 ?BRM �� eMY ti S� I.SF �RRSTA BTU. FOM A ELEV. yXlrn, f r �2' .SF 17$OMERVI E.STREET SUITE3 W l i . ._ T sF I , �n^s _ rzaEaxoxE ens,.ewz Fax en�uee :"OF' — �y law yq - S v I _ - - , eLEv x• � • e,�x s�wi �/ L. 2 uXRonuL r� rowHxwsE Guuc¢ _ b .� O ], SR�.RE.SSO Ll I � r EL I 7 ( " WRnGE G=m — G GR Eifv 6. I N v m FIULE� G.W.GE IG�RAGE — GWMVl«/ l 966ffi21 yLOSS YSS coa.RX,N.«o aA,s 8 PELwxE O NG ,www o0 B ¢ nxo 4 n G�fe GX I U.UNC.44E 0FTNEeE aUNBOP nNY ILEvrr XwXOLEOR,XMWTW OV!EXPUU P ETnI Ix6wall a �I sxsL RESULT XXTM5¢FULLEST ULL ES i EXTEW Of aRoew.wuxoRu � B ELty,= Ji NEGIO a fRA PoM 111.Tt9{L0.IX%1 805TON 5TREET nB>IE F ELEV H6 y T a,� Sol s osta,7 REVISIONS A E FS.SF..- AE.1a o.l. (� MBREX,Sgx, 5 { i t proposed Site Plan B' 11Y 2V 49 0 BY @ 1st Floor GRAWiIC SCALE „A -021 S _SM%enjH11G1 Fbw ln.el RIVER ROCK RESIDENCES g SERAFINI, DARLING & CORRENTI, LLP ATTORNEYS AT LAW 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 JOHN R. SERAFINI, SR. TELEPHONE JOHN E. DARLING 976 744 0212 JOSEPH C. CORRENTI FACSIMILE KRISTIN E-KOLICK 976-741-4683 May 12, 2016 Andrew Shapiro, Economic Development Planner City of Salem Design Review Board 120 Washington Street Salem, Massachusetts 01970 Re: 139 Grove Street Realty Trust Goodhue Street and 70 —92'/2 Boston Street Dear Mr. Shapiro: On behalf of the Applicant/Property Owner, 139 Grove Street Realty Trust, enclosed for filing with the Design Review Board are the following: 1. Description of the project, including all program elements and space allocation for each element, and zoning calculations; 2. Statement as to how the project complies with the NRCC District; 3. Eight sets of Plans dated May t3 , 2016 prepared by Khalsa Design Incorporated, including site plans, building plans, sections and elevations; 4. Specifications and samples of materials to be used; 5. Design of proposed signage; and 6. Eye-level perspective drawings. Please place this matter on the Board's meeting agenda for May 25, 2016. Sincerely, 136, Grove 71rie Trust /J9se h C. ti Enclosures cc: client ! Joseph C. Correnti, Esq. Project Narrative & NRCC Neighborhood Mixed Use District Compliance NRCC Development Review Process Boston Street Residential Development 70-92 % Boston Street Introduction The project involves the redevelopment of the former Flynntan site located on Boston Street and Goodhue Street.The redevelopment plans include the construction of 50 residential apartment units, 6 townhouse units,and 1,184±square feet of retail space within 2 separate buildings.The redevelopment scheme will remove the three (3) remaining structures on the property and significantly improve existing conditions. 1. Buildings The project proposes construction of 2 buildings. The larger building will provide 44 apartments as well as 1,184±square feet of retail space.The apartments will be a mix of twenty two (22) one bedroom units and twenty two (22)two bedroom units. The building will be three (3)stories in height, plus a basement level parking garage.The basement level will provide parking for residents of the building as well as space for a community room, gym, lobby and mechanical utility rooms.The garage level will have pedestrian accessibility from Goodhue Street and vehicular accessibility from Beaver Street.The First Floor entrance will be from Boston Street.The first floor will contain a lobby, office space, residential units and 1,184±square feet of retail space.The second and third floors will contain residential apartments. The smaller building will provide six (6)Townhouse units, each containing 3 bedrooms.The units will have pedestrian access from Boston Street and vehicular access to the garage level from the driveway access at the rear of the building. 2. Parking& Loading The main parking lot will provide forty-seven (47)spaces and will be accessed via a two-way entrance on Boston Street.A parking lot accessible from Beaver Street will contain nine (9) spaces. An additional forty-six(46) spaces will be available underneath the proposed building which will be accessed via Beaver Street. Loading will be available within the driveway space accessed from Boston Street. Finally, there are six(6)garage spaces contained within the Townhouse buildings. There is a city parking lot located adjacent to the site which contains six(6) spaces in addition to the on- site provided spaces. 3. Traffic Flow and Circulation The main building entrance will be from the Boston Street driveway.A circular turnaround is proposed at the main lobby area to allow vehicles to allow pick-ups and drop-offs while maintaining adequate space for traffic bypass.Traffic flow through the main parking lot will be in a counter-clockwise direction. The lower parking area and the garage entrance is accessed through the Beaver Street driveway. 4. External Liehting Site lighting for the main parking lot will be provided by standard 20-foot poles with rectangular fixtures. A lighting plan showing light levels and a catalog cut of the fixture is included in the submitted plan set. Lamps in the lighting fixtures will be energy efficient LED bulbs. S. Landscape and Screenine Proposed landscaping will provide screening from abutting properties and will significantly improve existing conditions as shown on the Landscaping Plan.Approximately 35 trees are proposed, including a variety of deciduous and coniferous species. Planting beds are located along the buildings.All landscaped areas will be properly maintained. 6. Utilities Existing utility connections in Goodhue Street and Boston Street will be re-used wherever practical. Natural gas will be used for heating.The buildings will be equipped with fire-suppression sprinklers and a modern alarm system. 7. Snow Removal Snow storage is provided behind the parking spaces at the lower level parking area.Snow Storage is also provided behind the parking spaces adjacent to the townhouse units.There are also smaller areas dispersed throughout the site.Should on-site snow storage capacity prove to be inadequate, snow will be removed from the site. 8. Natural Area Protection and Enhancement The site has been severely disturbed throughout the past century due to its previous uses, namely its use as a leather tannery.The proposed project will not disturb any natural areas. In 2003,the City prepared the North River Corridor (NRCC) plan, which directly addressed the project site.The proposed project is consistent with the plan's mission in that it rehabilitates an abandoned and dilapidated site. The commercial aspect of the project integrates well with land uses to the south and east.The NRCC plans to provide a framework for new commercial growth and development in the North River area, which is consistent with this proposal. 9. Tovoaraohv and Maintenance The topography of the site is characterized by moderately sloping land with a steep slope on the northerly side of the property.The proposed redevelopment takes advantage of the grade change by incorporating access to the buildings on multiple floors.The site will be properly maintained and landscaped. 10. Comoatibility of Architecture with Surroundine Areas The proposed buildings have been designed to harmonize with the historic character of the neighborhood. A Mansard Roof with curved-roof dormers,similar to the recent development at 28 Goodhue Street is proposed for the Mixed-Use Building. Exterior cladding materials include brick, lap siding and patina copper cladding. Prominent brick end walls are designed at the end of each building wing, capped with precast concrete coping. Projecting brick bays with intricate brick and railing details are located across the facade and ivy-covered green screen is provided at the garage level openings. The townhouses have been designed to include detailing prominent in historic homes along Boston Street, such as gable-roofed ends,gable and shed roofed dormers, six over one window grid patterns and traditional trim work. Environmental Impact Statement In Support Of Site Plan Review Application For Boston Street Residential Development 70-92 % Boston Street Introduction This Environmental Impact Statement discusses the proposed project in response to the topics presented in Appendix A of the Salem Subdivision Regulations. For the reviewer's convenience,the topics are discussed in the order presented in the regulations. In the text below, italics represent the topic as provided in the regulations and the response follows: "Response." 1.0 Natural Environment 1.1 Air I.1a Describe possible sources and duration of significant amounts of odors,smoke, and dust. Response:There are no known sources of odors or smoke anticipated with the proposed project. Dust may be generated during the construction process, but will be minimized as outlined in 1.1b. 1.1b Describe precaution to be taken to eliminate or minimize the adverse environmental effects of the smoke, dust, or odors generated. Response: Dust generated during construction will be minimized by the application of water and calcium chloride to travelled portions of the site. Dust control will depend on weather conditions and the construction activities ongoing at the time. I.1c Describe the relationship of the location of the subdivision and prevailing wind patterns to nearby residences, businesses, recreation area, and other public areas. Response: Long term meteorological records suggest that prevailing winds are generally from the northwest during winter months and from the west-southwest during the summer months. Downwind properties in the winter and summer months support primarily commercial and residential land uses. The proposed residential and retail uses at this site are unlikely to create odorous or noxious conditions that could migrate downwind. 1.1d If incineration of refuse is proposed for the subdivision, describe the effects resultant emissions will have on air quality in the area. Include proof that the incinerator complies with the latest local and state standards. Response:Standard commercial refuse and recyclables collection will be employed at the site.The refuse and recyclables hauler will be required to bring these materials to a Massachusetts licensed solid waste handling or disposal facility. 1.2 Land 1.2a Describe the existing general physical conditions of the site, including existing use, general topography, unusual geological formations and soils, and how the project will affect these features. Response:The former Flynntan site is bordered to the north-northeast by Goodhue Street and Beaver Street and to the southwest by Boston Street.The property is approximately 1.68 acres in size and consists of moderately sloping terrain.The elevation difference between the high side of the site (Boston Street) and the low side (Goodhue Street) is approximately twenty-five (25)feet.A steep embankment is located on the northerly portion of the site sloping down towards Beaver Street. The FEMA Flood Map for the area indicates that the project site is located just adjacent to a Zone "AE" Flood Hazard (FEMA FIRM Map No. 25009C0418G).Zone "AE" Flood Hazards are defined as areas subject to inundation by the 100-year flood event, with calculated elevations. In this case,the flood elevation is mapped as elevation 10.0 (NAVD88). A small portion of the site is at an elevation less than 10.0, however it appears that the area is not accessible for flood storage for flood events up to elevation 10.0.The proposed building slab will be located at or above elevation 15-ft.Any work occurring within the flood plain will not have an adverse effect on the available flood storage. There are currently three (3)existing buildings on the property and associated paved driveway areas. The buildings are currently vacant. The United States Department of Agriculture Natural Resources Conservation Service Soil Survey characterizes the soil as Urban Land,which indicates that the soils have been significantly altered or obscured by urban works and structures.The entire site has been previously disturbed. 1.2b Describe any limitations on proposed project caused by subsurface soil and water conditions, and methods to be used to overcome them. Response: Due to the industrial history of the site, most of the near surface soils at the site have been disturbed. Conventional construction techniques in general appear applicable, although deep foundations may be necessary due to the disturbed conditions and presence of fill. Although the vacant site is presently in compliance with Massachusetts 21E requirements,the proposed construction of the buildings requires revaluation of existing contamination and potentially additional environmental controls to protect building occupants and users.The Applicant has retained a Licensed Site Professional to conduct the evaluation. 1.2c Describe procedures and findings of percolation tests conducted on site. Response: Percolation tests are not applicable to this project,which will be connected to the existing municipal sewer in Goodhue Street and Boston Street. 1.2d Describe the types and amounts of land which will be permanently affected by construction of the subdivision. Response:All of the land on the site has been previously disturbed.The entire site, 1.68 acres,will be redeveloped through the proposed project. 1.2e Describe proposed rough grading plans. Response:The main parking lot off of Boston Street will be kept at roughly the same grade as the existing grade level. A series of retaining walls are proposed between Boston Street and Goodhue Street. The detailed grading is shown on the "Grading and Drainage Plan." 1.2f Describe location and extent of existing marshes, wetlands, or seasonal wet areas and any proposed alteration. Response:There are no wetland areas located on the project site.The site is approximately 400 feet from the North River Canal. 1.3 Water and Wetlands 1.3o Evaluate how and to what extent the project will affect the quality and quantity of any existing or potential public or private water supply, including watersheds, reservoirs, and groundwater. Response: Due to the industrial history of this portion of Salem,this site and the surrounding area have no potential use as a public or private water supply. Site redevelopment will not impact existing or potential water supplies. The proposed project includes a modern Stormwater management system designed to conform to the latest Massachusetts Stormwater Handbook. Stormwater runoff from parking lots will be treated prior to discharge into the City's drainage system in Goodhue Street and Boston Street. Portions of the treated Stormwater and roof runoff will be captured and directed to infiltration fields which will recharge groundwater. 1.3b Describe the methods to be used during construction to control erosion and sedimentation and siltation including use of sediment basins and type of mulching, matting, or temporary vegetation; approximate size and location of land to be cleared at any given time and length of time to exposure; covering of soil stockpiles; and other control methods used. Evaluate effectiveness of proposed methods on the site and on the surrounding areas. Response:A comprehensive erosion control program will be undertaken during construction. Hay bales and silt fence will be installed along the downgradient edge of the proposed work area.A construction entrance will also be installed at the Boston Street entrance and will be maintained until the pavement binder course is installed. Silt sacks will be installed and maintained in the vicinity of the proposed construction entrance and downgradient in Goodhue Street. To help prevent off site erosion,disturbed areas will be seeded and mulched as soon as practicable. Proposed slopes steeper than 3H:1V shall be stabilized with erosion control matting and seeded. I Temporary stockpiles of existing on site soil materials will be created during construction.Stockpiles will be encircled with erosion control barriers and covered as necessary.Additional earth materials received during construction are expected to be ordered as needed and installed upon delivery. 1.3c Describe the permanent methods to be used to control erosion and sedimentation. Include description of.• 1.3.c.1—any areas subject to flooding or ponding, Response:Current flood maps indicate that the property is located adjacent to 100 year flood zone (Zone "AE"-elev. 10.0 NAVD88). No erosion due to riverine flooding is expected. 1.3.c.2—proposed surface drainage system; Response:All paved surfaces will be directed into catch basins equipped with 4 foot deep sumps and hoods to prevent sediments,oils, and trash from discharging into the City's drainage system. Infiltration fields will be installed to provide groundwater recharge in accordance with the Massachusetts Stormwater Handbook. 1.3.c.3—proposed land grading and permanent vegetation cover; Response:The proposed topography will be as shown on the project"Grading and Drainage Plan" and described in Section 1.2e. Re-graded areas will be stabilized as soon as practicable with a well vegetated grass surface, hard surfaces (eg. Pavement, sidewalks, patio pavers), or landscaped planting beds. 1.3.c.4—methods to be used to protect existing vegetation; Response: Due to location and previous uses,the site contains very little mature vegetation.The site has been vacant for many years and is mostly overgrown with weeds. All existing vegetation will be removed. 1.3.c.5—the relationship of the development to the topography- Response: The proposed development requires several retaining walls and regrading in order to make up the existing elevation difference between Boston Street and Goodhue Street.All areas disturbed during construction will be stabilized with vegetation or finish surfaces as soon as practicable.Any slope steeper than 3H:1V shall be stabilized with erosion control matting and seeded. 1.3.c.6—any existing or proposed alterations of shorelines, marshes, orseasonal wet areas; Response: None. 1.3.c.7—any existing or proposed flood control or wetland easements; Response: None. 1.3.c.8—estimated increase of peak runoff caused by altered surface conditions, and methods to be used to return water to the soils. Response: Drainage calculations are being submitted to the City.The calculations demonstrate that the proposed project will not increase peak runoff rates, as required by the Massachusetts Stormwater Handbook.The site drainage system includes infiltration beds to recharge groundwater. 1.3.d—Discuss the probability that the project will increase pollution or turbidity levels within receiving waterway and the precautions to be taken to minimize the effects. Response:The project will include a modern stormwater management system that will significantly improve the quality of stormwater discharges from the site and comply with the requirements of the Massachusetts Stormwater Handbook.The project is not anticipated to increase pollution or turbidity levels in the North River Canal. 1.3.e—Discuss the project's effect on the waterway's aquatic biota and use as habitats. Response: For similar reasons to those described directly above,the project is not expected to have a significant effect on the aquatic biota of the North River Canal or aquatic habitats. 1.3.f—Discuss the project's effects on the groundwater quality and supply and efforts to recharge groundwater supplies. Response: As discussed above,the proposed project is expected to improve groundwater quality at the site through the completion of the 21E process Infiltration fields will be installed to provide groundwater recharge. 1.3.g—Discuss what effect the project will have on increasing the incidence of flooding, including areas outside the subdivision. Response:The proposed project will not increase the incidence of flooding, including areas outside the project site. 1.3.h—Discuss the effect of the proposed sewerage disposal methods on surface and groundwater supplies and quality. Response: No impacts to surface water or groundwater supplies from the proposed sewerage system are expected. Sewage will be conveyed through sealed pipes and structures to the existing municipal sewer system in Goodhue Street and Boston Street. 1.4 EnerRv 1.4.a—Describe the types and increased quantity of energy required to serve the needs of the project residents. Response:The estimated annual power consumption of the proposed redevelopment is approximately 225 Million BTU to 340 Million BTU for heating and approximately 350,000 Kwh to 500,000 Kwh for electricity. This range is given depending on the efficiency of the selected systems. 1.4.b—Indicate what the sources of this energy will be. Response: Natural gas will be used for heating. Electricity will be used for lights, appliances,and cooling. Adequate utilities are available adjacent to the site. 1.5 Noise 1.5.a—Describe the time, duration and types of noises generated by the project, both during and after construction. Response: During the construction phase, construction activities will conform to the Salem noise control ordinance (8:00 am to 5:00 pm unless otherwise approved).Typical noise levels associated with the construction equipment are anticipated. During the building demolition phase, a wrecking ball or hydraulic breaker may be employed. During the foundation construction phase, pile driving may occur. Generally, soil conditions suggest that blasting will not be necessary,so use of that construction technique during this project should be minimal. During the operation phase, the site will be mostly residential with some retail, so noise levels are not expected to be significant and are consistent with surrounding uses. 1.5.b—Discuss what effect these noises will have on both humans and wildlife. Response: During the construction phase, OSHA noise level requirements will be satisfied in the work zones. Construction activities will create noise levels noticeable to humans and wildlife. However, as noted above,the noise levels are expected to be typical of commercial construction projects, and will be temporary.The post construction noise associated with the buildings is not expected to be significant. 1.5.c—Describe the controls which will be used to eliminate or minimize the effects of these noises. Response: Construction noise will be controlled by 1)the use of mufflers on all construction equipment, 2) providing temporary power to the worksite so gas powered generators are not required, and 3) limiting the work hours as noted above. 1.6 Local Flora and Fauna 1.6.a—Discuss the project's effects on land based ecosystems,such as indigenous wildlife, stream bank cover, and vegetal or wooded growth. Response:The project will redevelop land that has been substantially altered by previous activities at the site.The existing land surfaces are degraded and urban;wildlife activity at the site is minimal. 1.6.b—Describe proposed types and amounts of vegetative cover. Response:All cleared and disturbed areas,except buildings and hardscape surfaces, are to be covered with planting beds or loam and seed.Trees will be planted around the site. 1.6.c—Discuss the existence of rare or endangered plant, wildlife, or fish species in the project area. Response:There are no known rare or endangered plants,wildlife, or fish species in the project area. This was confirmed by reviewing the latest Natural Heritage Atlas information through MassGIS information. 2.0 Man-Made Environment 2.1 Land Use 2.1.a—Describe how the proposed project conforms with the growth plans for the area and the city in general. Response: In 2003 the City prepared the North River Canal Corridor(NRCC) plan,which directly addressed the project site.The proposed project is consistent with the plan's mission in that it rehabilitates an abandoned and dilapidated site.The commercial aspect of the project integrates well with land uses to the south and east and the residential use is in concert with the adjacent residential uses.The NRCC plans provide a framework for new commercial growth and development in the North River area,which is consistent with this proposal. 2.1.b—Describe land uses adjacent to the project. Response:The Boston Street and Grove Street residential neighborhoods are located to the north and west of the project site.Commercial and industrial buildings are located to the east along Goodhue Street and Grove Street. Northeast of the site at 28 Goodhue Street,construction of a mixed use development was recently completed by a related entity of the Applicant.The 28 Goodhue Street project contains commercial space on the first floor level and 44 units of residential condominiums on the upper three levels. A self-storage facility is located at the corner of Goodhue Street and Bridge Street.The proposed senior center will be located nearby at the former Sylvania site on the corner of Bridge Street and Boston Street. 2.1.c—Describe any existing or proposed public or common recreational or open areas within the subdivision. Response:The existing site does not support any public recreational or open areas. However,the proposed use contains a common gymnasium and community room as well as a common dog park. 2.1.d—Discuss the site's proximity to transportation,shopping, educational facilities, recreational facilities, etc. Response: Public Transportation—MBTA Bus Route 465,stop at the intersection of Nicholas and Boston Street(0.1 mi), and Salem Train Station (0.1 mi). Shopping—Dunkin Donuts (adjacent to site); Walgreens Pharmacy(0.1mi); Peabody Stop&Shop (0.6mi); and North Shore Mall (2.5mi). Educational Facilities—Salem High School (1.1mi); Collins Middle School (0.5mi); Bates Elementary School (1.7mi); and Salem Public Library(0.5mi). Recreational Facilities—Salem Golf Course (1.3mi); Mack Park(0.4mi); and Gallows Hill Park(0.4mi). 2.2 Density 2.2.a—Provide a tabulation of proposed buildings by type,size(number of bedrooms,floor area), ground coverage, and a summary showing the percentage of the tract to be occupied by buildings,parking and other paved vehicular areas, and usable open space. Response: Table 2.2: Summary of Site Development Description/Location 70-92 Y2 Boston Street Land Use Residential & Retail Number of Buildings 2 Number of residential units 50 Retail Space 1,184 S.F. Number of Stories 3 Building Footprint 22,135±sf Gross Floor Area 64,246 sf Lot Area 73,382 sf Building Coverage 22,135±sf f Pavement and Walkways Coverage 30,170 sf Usable Open Space 15,000±sf 2.3 Zoning 2.3.a Indicate the zoning designations for the site and adjacent areas. Response: Site: North River Canal Corridor(NRCC) Transitional Overlay District Entrance Corridor Overlay District(ECOD) Business Highway(B2) Residential Two Family District(112) Adjacent: North River Canal Corridor(NRCC) Entrance Corridor Overlay District(ECOD) Business Highway(B2) Residential Two Family District(112) 2.4 Architecture 2.4.a—Describe the architectural and landscaping techniques which will be used to blend the structures with the surrounding area. Response:The proposed development located at 70-92%2 Boston Street and Goodhue Street will consist of a three-story plus Garage, mixed-use building containing 44living units and 1,184 square feet of Retail Space along with six,two-and-a-half story Townhouses. 108 parking spaces total are provided on the site which includes two spaces for each unit plus eight spaces for retail use. 46 parking spaces are located in the mixed-use building's garage and six parking spaces are located in the townhouse garages. 56 surface parking spaces are provided throughout the site. The retail entrances and the front residential entrance of the mixed-use building are located on Boston Street. A circular entry drive and surface parking is accessed from the Southeast side of the site. The front entrances of the six townhouses are also located on Boston Street along the Northwest end of the site, closer to the street than the larger mixed-use building. The scale of the townhouses relate to the existing residential buildings along Boston Street and create a visual scale transition across the site to Goodhue Street. The Garage Entry and rear Residential Entry for the mixed-use building is located along Goodhue Street. A Community Room and Gym for residence use is accessed off the Goodhue Street entrance on the Garage Level. A dog park is planned for the Southeast end and a terraced garden at the northwest end. The proposed buildings have been designed to harmonize with the historic character of the neighborhood. A Mansard Roof with curved-roof dormers,similar to the recent development at 28 Goodhue Street is proposed for the Mixed-Use Building. Exterior cladding materials include brick, lap siding and patina copper cladding. Prominent brick end walls are designed at the end of each building wing, capped with precast concrete coping. Projecting brick bays with intricate brick and railing details are located across the facade and ivy-covered green screen is provided in the garage level openings. The townhouses have been designed to include detailing prominent in historic homes along Boston Street, such as gable-roofed ends,gable and shed roofed dormers, six over one window grid patterns and traditional trim work. 2.4.b—Discuss the heights of the structures in relation to the surrounding area. Response:The proposed buildings address the residential scale and neighbors along Boston Street and Grove Street by maintaining a two story structure view along Boston Street. 2.4.c—Discuss the project's visual impact and possible interference with natural views. Response:The project will significantly improve the current view at and around the area of the site as well as allow for a safer environment for surrounding residents.The proposed buildings will not interfere with any scenic views.The new buildings and associated landscaping will provide year round color and will remove the existing eyesore that has existed for decades. 2.4.d—Describe type of construction building materials used, location of common areas,location and type of service facilities(laundry, trash, garbage disposal). Response:The proposed buildings will generally consist of wood, brick, clapboard &shingle siding and glass. A community dog park will be located at the southwest portion of the site and a workout room and community room will be provided in the larger building. Dumpsters will be provided adjacent to the loading dock at the lower level of the site,along Goodhue Street. 2.5 Historic Buildings. Historical Sites.and Archeoloeical Sites 2.5.a—Indicate location and significance of any historic buildings or sites on or adjacent to the project. Response: In 1990, the Massachusetts Historical Commission (MHC) identified a building on the project site as one of the only remaining buildings in Blubber Hollow to have survived the fire of June 25th, 1914. This building has been demolished since then.The MHC has not identified any other historical areas on site. There are several buildings adjacent to the site along Boston Street including house numbers 67, 69,71, 73,79, 81, 83, 87,and 89 that are listed in the MHC database as historic structures. House number 73 on Grove Street is also a historic building.These buildings are historically significant due to their architecture. 3.0 Public Facilities 3.1 Water Suooly. Flow.Pressure and Distribution 3.I.a—Describe the groundwater and/orsurfoce watersupply to be used. Response: Municipal water will be used. Salem obtains water from surface water supplies (Wenham Lake & Ipswich River). 3.1.b—Discuss the demands of the project for consumption and fire protection. Response:Assuming full occupancy of the residential buildings, the demand for water consumption is estimated to be approximately 9,000 gallons/day.The peak demand for fire protection for the buildings is estimated to be approximately 1,500 gallons per minute.The building will be equipped with fire suppression sprinklers and hard wired fire alarm systems. 3.2 Sanitary Seweraee Connection. Distribution,and Facilities 3.2.a—Discuss the quantity and type of sewage which will be generated by the project. Response:The estimated sewage generation is approximately 9,000 gallons/day. 3.2.b—Describe the method of sewage which will be generated by the project. Response: Residential sanitary sewage; Primary use will be residential apartments. 3.3 Storm Drainaee Facilities 3.3.a—Describe where connection to the City system is proposed. Response:The proposed stormwater management system will connect to the existing Salem drainage system in Goodhue Street,which ultimately drains to the North River Canal. Some stormwater will also flow into Boston Street and will be collected by the existing drainage system in Boston Street. 3.4 Disposition of Stormwater 3.4.a—Indicate the location of all proposed outfalls. Response: No new outfalls are proposed.The site stormwater system will connect to the municipal drainage system in Goodhue Street,which drains to the North River Canal. 3.4.b—Describe the effect of the outfalls and their discharge on the receiving waters, i.e., increased flows, pollution etc. Response:The proposed project will treat stormwater prior to discharge, and thereby will improve receiving water quality and lessen pollutant discharges from the site. Proposed stormwater discharge rates will be similar to existing conditions. 3.4.c- Discuss the quantity of stormwater to be discharged. Response:The pre and post development volumes of stormwater runoff from the project site are provided with the drainage calculations which are being provided to the City. 3.5 Refuse Disoosal 3.5.a—Estimate the quantity and types of refuse that will be generated by the subdivision. Response:Assuming full occupancy of the residential building, approximately 1.5 tons of refuse and recyclables will be generated per week.The waste will be properly disposed of by a private waste hauling company. 3.5.b—Describe the proposed methods of refuse disposal. Response:A dumpster and recyclables storage area will be provided near the entrance to the garage on the larger building.The townhouse units will have their waste collected individually at the units. Refuse and recyclables will be managed by a private disposal company. 3.6 Traffic Facilities 3.6.a—Discuss future vehicular circulation patterns including number and types of vehicles. Response:There are two(2) proposed entrances to the site.A two way entrance is proposed on Boston Street.This will provide pedestrian and vehicular access to the first floor level of the main building as well as vehicular access to the townhouse units.There will be an entrance off of Beaver Street which will provide access to the basement level parking area and parking area.The average weekday traffic is estimated to be about 500 trips per day(i.e.250 entering, 250leaving)for the site. Most traffic will be passenger vehicles. 3.6.b—Describe the proposed pedestrian circulation pattern. Response:Sidewalks are provided along the parking lot, providing efficient access to the building and parking areas and connecting with existing sidewalks on Boston Street.There will be a pedestrian access from the sidewalk on Goodhue Street to the garage level of the larger building. 3.6.c—Discuss the location and number of parking spaces proposed. Response:The main parking lot will provide forty-seven (47)spaces and will be accessed via a two-way entrance on Boston Street. A parking lot accessible from Beaver Street will contain nine (9)spaces. An additional forty-six (46)spaces will be available underneath the proposed building which will be accessed via Beaver Street. Loading will be available within the driveway space accessed from Boston Street. There is a city parking lot located adjacent to the site which contains 6 spaces in addition to the on-site provided spaces. 3.7 Electric Power 3.7.a—Discuss the power demand of the subdivision. Response:Subject to final design of the building mechanical system,approximately 150 to 200 kW (summer peak demand). 3.7.b—Discuss the source of the electric power and the method of supplying the area. Response: National Grid will provide the power. 3.8 Gas 3.8.a—Discuss the gas demands of the subdivision. Response: Gas demands are subject to final design of projects mechanical systems, however, adequate service exists for this use. 3.8.b—Describe what the gas will be used for in the area. Response: Natural gas will be used for heating. 3.8.c—Describe the source of gas supply and the proposed method of supplying the area. Response: National Grid is the local natural gas supplier. An existing 4"gas main is located within Goodhue Street. In addition, a gas main exists in Boston Street. 4.0 Community Services 4.1 Schools 4.1.a—Discuss the effect of the subdivision on existing schools, including number and ages of children generated by the subdivision. Response: The project is expected to house approximately 19 children, of which 11 are expected to be of school age. It is not expected that the development will have a substantial effect on the school system. 4.I.b—Describe the location of the nearest existing schools. Response:The locations of the nearest public schools are Bates Elementary School (1.6mi);Collins Middle School (O.Smi); and Salem High School (1.1mi). 4.2 Recreation 4.2.a—Describe existing and proposed recreational facilities, including active and passive types; and age groups participating, and state whether recreational facilities and open space are available to all Salem Residents. Response: Recreational facilities in the general area are Salem Golf Course (1.3mi), Mack Park(05.mi), and Gallows Hill Park(04.mi).The listed facilities are available to all Salem Residents. 4.2.b—Indicate location and width of existing and proposed pedestrian ways, bikeways, or bridle paths. Response:Variable width sidewalks exist along the existing frontages(Goodhue, Boston, and Beaver Streets). 4.3 Police 4.3.a—Estimate the total population projected for the subdivision. Response:The buildings will contain approximately 125 residents. Specific tenants and uses of the retail space are unknown at this time. 4.3.b—Estimate the total number of automobiles for the area. Response:The total number of vehicles at the project site is estimated to be approximately 75 vehicles. 4.4 Fire 4.4.a—Discuss the total number of buildings to be constructed and their types and constructions. Response:The proposed residential buildings will be constructed primarily of steel, concrete, wood, brick and glass. 4.4.b—Describe the source and quantity of water available for fire protection for the area. Response: Existing public water mains are located in Goodhue Street(8" diameter)and Beaver Street(8" diameter) and Boston Street. Hydrants are located on Boston Street,Grove Street,and Goodhue Street within the vicinity of the project site. 4.5 Public Works 4.5.a—Calculate the total linearfeet of roadway to be publicly maintained and plowed. Response: No public roadways are proposed. 4.5.b—Calculate the linearfeet of street drains, culverts,sanitary sewers, and waterlines to be publicly maintained. Response: Approximately 60 feet of drain line and associated drain manholes are proposed in Goodhue Street which will connect the site to the existing Salem drainage system.Approximately 25 feet of sanitary sewer is proposed in Boston Street. 5.0 Human Considerations 5.1 Aesthetics and Visual Impact 5.1.a—Discuss the change in the present character of the area due to the projects,i.e., land use, density of development etc. Response:The proposed project will be a substantial betterment to the neighborhood.As noted above, the existing industrial site is run down and vacant. The proposed land use is consistent with multiple projects permitted within the project area.The density of the proposed re-development is consistent with local zoning regulations.The proposed project will significantly improve the character of the area. 5.I.b—Discuss the measures to be taken to minimize the adverse effects of the project, i.e., architecture, buffers, etc. Response: The project site will be landscaped to minimize potential adverse effects.Additional plantings along the property line will provide screening from abutting properties. 5.2 Parks.Forests.and Recreational Areas 5.2.a—Discuss how the siting and construction of the project will affect existing and potential park and recreation areas, open spaces, natural areas, and scenic values. Response: No affects are anticipated.The proposed project will clean up the existing overgrown site. 5.2.b—Discuss how the project will affect recreational opportunities in the area due to removal of parks, forests, or open areas from public use. Response:The proposed project will have no effect on recreational opportunities. It will not remove parks,forests, or open space from public use. 5.3 Public Health 5.3.o—Discuss the project's effect on residents'public health due to changes in water quality, air quality, noise levels, etc. Response:The proposed construction project is not expected to significantly affect public health, in that it will not significantly, or only temporarily, alter air or water quality, and noise levels.Once constructed, the buildings will contribute to public health by providing modern and convenient residences, providing stormwater treatment, and by removing a dilapidated site from the City's Boston Street entrance. Khalsa Design Inc. 171valoo St. Suite 400 Somerville,MA 02143 70-92 '/2 BOSTON STREET DEVELOPMENT SALEM, MASSACHUSETTS KDI PROJECT No. 15081 OUTLINE SPECIFICATION DRB SUBMISSION MAY 10,2016 DEVELOPER: LAR Properties, LLC 282 Bennington Street,East Boston, MA 02128 Page I of 13 Outline Specification—05/13/2016 70-92 '/z Boston Street Development-Salem,MA Khalsa Design Inc. 17 Ivaloo St.Suite 400 Somerville,MA 02143 1 KHALSA DESIGN INC. Proiect Summary The project consists of two buildings: a Mixed-Use Building containing 1,184 SF or Retail space and 44- Dwelling Units and a Townhouse Style Building with 6- Dwelling Units for a total of 50 new Dwelling Units. The Mixed-Use Building will contain a mix of one and two -bedroom units, while the 6-Townhouses will be three-bedroom units. Both Buildings will have Garage Level Parking and in addition there will be a community room, gym and trash room on the Garage Level of the Mixed-Use Building. Accessibilitv Summary Three Group 2 units will be provided. These units will also be equipped for the hearing impaired. Group 2 units will be designed to meet MAAB and federal Section 504 requirements for new construction. All other units will fully comply with Group 1 requirements. All common spaces, including corridors, trash rooms, community room and gym will be accessible by elevator. Barrier-free parking spaces will be located on site. All site grades, entrances, and crosswalks will be accessible, with curb cuts at each driveway. Ener¢v Star ComDliance This building will be outfitted with both energy star certified windows and doors but also energy star qualified lighting fixtures and appliances throughout. The intention of this is to provide a sustainable building that is energy efficient in the present as well as the future. These elements will provide a cost effective building for both its residents and operators. The goal of this is to utilize the Energy Star program to asses performance, adopt an energy management strategy, identify ways to save energy and cut costs and hopefully communicate these energy saving efforts to the local community. Page 2 of 13 Outline Specification—05/13/2016 70-92 '/2 Boston Street Development-Salem,MA Khalsa Design Inc. 17 Ivaloo St. Suite 400 Somerville, MA 02143 GENERAL. REQUIREMENTS Contract Documents: -Drawing Set dated 05/13/2016 and this Specification dated 05/13/2016 Division 1.00: General Requirements 1.01 Firm Price - Provide a single lump sum figure as the total firm price for the entire project, including all allowances, as broken down on the attached Schedule of Values, which will be held for the entire project, subject to change orders as approved by the owner. 1.02 Specifications - Bid job precisely as specified, including all information in the plans, specification, addendum and the site plan. Any deviations from these must be spelled out in writing in your proposal along with appropriate cost changes, as applicable. 1.03 Change Orders - Any changes in the work,after a contract has been signed, will be discussed with the owner, and will be reduced to writing,once agreed upon, and priced in advance, as requested by Owner or Architect. 1.04 Change Order Pricing - All Change Order additions will be priced at the contractor's cost and deletions will be credited at the Contractor's cost. The only exceptions to this will be allowance items covered in 1.05 below. 1.05 Allowance Items- All allowance items will be charged to the Owner at the Contractor's cost(to include all labor,materials, shipping, taxes, etc.), unless otherwise specifically noted for that allowance item). 1.06 Building Codes - All work shall conform to state and local building codes and ordinances. Assume all plans and specifications meet those requirements. Contractor shall inform the Architect of any perceived deficiencies in code compliance prior to commencing that portion of the work, or any other portion of the work that may be affected by that code deficiency. 1.07 Engineering -All surveying, plot plan, septic design, foundation staking, site pinning, mortgage survey and as-built survey,acceptable to the town, are to be provided by the Owner unless otherwise noted. The Contractor shall coordinate these items as necessary at no additional cost. 1.08 Commencement and Duration of Work—Contractor shall include in the bid an indication of when work can commence and the number of months the project is scheduled for. 1.09 Square Footage -See attached unit summary. Page 3 of 13 Outline Specification—05/13/2016 70-92 '/3 Boston Street Development- Salem,MA Khalsa Design Inc. 17 lvaloo St.Suite 400 Somerville,MA 02143 1.10 SUMMARY OF ALLOWANCES See Owner's breakdown of Uses of Funds Note: All above allowance items shall be included in the Schedule of Values that is attached to this specification. 1.11 Dumpster- Contractor to provide a dumpster on site from demolition through substantial completion of work. The site shall be kept clean, on a regular basis, throughout construction. All excess material and construction debris will be removed from the site at the end of the project,to the Architect's satisfaction 1.12 Cleaning- The Contractor shall present the building to the Owner for acceptance clean and ready for occupancy to the satisfaction of the Architect and Owner. The windows and mirrors to be cleaned, floors to be broom clean, carpets and cabinets to be vacuumed, all other surfaces shall be free of stains, abrasions, and other marks. The site and building under construction shall be maintained in an orderly fashion, debris and waste materials shall be removed from the site regularly, and all areas shall be broom cleaned. 1.13 Recycling—During demolition procedures the Contractor will ensure that at least 50%of all removed materials by volume, including site materials, appliances, structure, and finishes be recycled. During construction procedures the Contractor will ensure that materials be used efficiently and that at least 75% of construction waste be recycled. This will include recycling all cardboard and foam packaging material. 1.14 Guarantee - The Contractor shall guarantee, for a period of one year from the date of substantial completion, all materials, installations, fixtures and equipment incorporated into the project and not otherwise covered by specific warranties. Any materials, installations, fixtures or equipment found defective during the one year period shall be promptly replaced by the contractor, and assemblies and finishes surrounding built-in fixtures and equipment requiring replacement, shall be restored to their condition prior to final acceptance, all at no additional cost to the Owner. 1.15 Discrepancies- It is imperative that if discrepancies in dimensions, materials, or detail are discovered or if inadequate information exists on the drawings in any particular area, the appropriate trade, (through the General Contractor), shall ask the Architect for clarification or additional information before proceeding with the work or any other portion affected thereby. In case of inconsistent requirements in the contract documents, the requirement for the greater quantity or higher quality shall take precedence and shall be the contract requirement. 1.16 Permits - The Contractor will obtain and include in the bid price all subcontractor permits and the certificate of occupancy. 1.17 Standards-All surfaces to be smooth, level, square, plumb, tightly joined and firmly anchored in place, unless specifically otherwise noted. All Work to be done in good workmanlike manner using industry accepted standards as a guide for quality. All leveling work shall be to within 1/8"+/- per linear foot and/or as acceptable to the Owner and Architect. Page 4 of 13 Outline Specification—05/13/2016 70-92 %z Boston Street Development-Salem,MA Khalsa Design Inc. 17 Ivaloo St. Suite 400 Somerville, MA 02143 1.18 Construction Means - The Architect shall not be responsible for the construction means, methods, techniques, sequences, safety precautions, etc., or the Contractor's or Owner's failure to carry out the Work in accordance with the Contract documents. 1.19 Insurance - The Contractor shall have appropriate liability and Worker's compensation insurance and bonding capacity as required by the Owner. SITEWORK 2.01 Site Plan -An engineered Site Plan shall be used for this bid. 2.02 Vegetation Protection -Protect all vegetation as indicated. If not specifically indicated, disturb as little vegetation as possible in the non-construction area. Wrap existing trees to remain within construction area with wood protection. 2.03 Erosion Control - Include all erosion control indicated on the Site Plan or as required by local, state or other code. 2.04 Excavation and Backfill - Excavation ramps and backfill using on-site material (unless otherwise indicated and rough grade the site.) Provide fill as required. 2.05 Utilities—Apply for, install and activate all utilities required including electric, gas, water, sewer, telephone, and cable T.V., using existing points of connection. Connect to storm sewer as required for site drainage. Coordinate with local utility companies. 2.06 Rain/Roof Leader Drainage - Underground portion shall be installed in coordination with landscaping contractor. Do not connect to the footing drain; connect to storm sewer. 2.07 Final Grading - To be done with a bulldozer in accordance with grades shown on Site Plan. All areas will be left smooth and ready for landscaper's fine grading. 2.08 Landscaping - Planting material to be supplied and installed by Owner. Re-grade existing topsoil and spread by raking, prepared for seeding, plantings,walks, patios,pool, etc. Installer shall provide a min. 1-year guarantee for all living material &other work. 2.09 Provide wayfinding signage around site. 2.10 Provide Effective exterior lighting at walkways, accessible routes, and exterior spaces. 2.11 Provide Handrails at all exterior steps and stairs subject to snow or ice accumulation. 2.12 Landscaping shall consist of native landscape plants that are drought tolerant. No plants that are on the Massachusetts invasive species list will be used. 2.13 All trees planted will be fast growing deciduous trees. CONCRETE 3.01 Joints- Cold joints to be kept to minimum possible and will be doweled in and waterproofed with bituthane. Care will be taken to prevent the occurrence of air pockets and honeycomb effects. 3.02 Concrete - All walls and footings to be minimum 3,000 PSI test and slabs to be minimum Page 5 of 13 Outline Specification—05/13/2016 70-92 %:Boston Street Development-Salem, MA Khalsa Design Inc. 17 Ivaloo St. Suite 400 Somerville,MA 02143 4,000 PSI test. 3.03 Walls -All walls shall be formed at specified heights(less 1" from top of forms to allow for floating) and specified thickness with indicated beam pockets. See plans. 3.04 Foundation Steel - 5/8" anchor bolts to be spaced as shown on the drawings (at minimum, space as required by code); nuts are required to be used for bolting down sills. Slab 6x6 WWF (Welded Wire Fabric). 3.05 Exposed Finish - All exposed exterior concrete walls will have a sand blasted finish. 3.06 Water-Proofing - Asphalt type for exterior of full foundation below grade, including wall/footing joint. Provide 2" polystyrene insulation(min. R14) at all full basement walls and below slab where indicated on plans. 3.07 Slabs- Basement and all exterior stoop slabs- 4" thick. All slabs except exterior to have 6-mil polyethylene vapor barrier beneath. All slab areas to be adequately compacted to avoid sinking. Surface is to be rough where covered with paving and smooth in other areas. Apply concrete sealer to basement slabs. MASONRY 4.0 GENERAL, Design Builder shall provide concrete masonry units, brick, granite masonry and precast stone units as specified in Contract Documents. Masonry work shall include provision of new materials, re-use of existing materials where specified. Mortar, additives, ties, weeps, reinforcing and accessories shall be of quality equal to or better than original materials and components installed at existing adjacent historic buildings. Submit shop drawings for approval of Architect, Structural Engineer and Owner, regarding quality and appearance of masonry work. 4.2 CONTROL JOINTS, Provide control joints at column bearing lines for new masonry work, per Structural Drawings; and as otherwise specified. 4.3 FLASHING, Provide thru-wall flashing as specified: 7-oz. fabric-coated copper by Sandell, mfr., or approved equivalent. Install per manufacturer's specifications. Provide sill pans at exterior doors. Provide fabric flashing at all new window and door installations at existing masonry walls. Conceal ends of flashing elements to conform with existing appearance of historic buildings, per approval of Architect. 4.4 MATERIALS, Concrete masonry units shall be ASTM C90, Grade N, Type I (ASTM C33 aggregate) privied"dry block" additive in block mixture. Repair penetrations for utility lines after installation as required. Brick shall be new per approval of Architect& Owner. Submit samples for approval of Architect and Owner. Granite shall be new per approval of Architect& Owner. Precast stone lintels, sills &/or other units shall be new per approval of Architect& Owner. Page 6 of 13 Outline Specification—05/13/2016 70-92'/,Boston Street Development-Salem,MA Khalsa Design Inc. 17 Ivaloo St.Suite 400 Somerville,MA 02143 4.5 THIN BRICK, Brick Veneer Units on metal panel over wood stud framing. Mortar to be as per manufactures' recommendation. Thin Brick shall be new per approval of Architect & Owner. Submit samples for approval of Architect and Owner. 4.6 CLEANING, At completion of masonry work, Contractor shall remove all daubs, drips and fins. Wash surfaces with approved cleaning agents to remove all efflorescence and foreign matter. METALS 5.00 Provide the following materials, methods and installations as required to provide a complete and working building in accordance with the design concept as illustrated or intended by the drawings: 5.01 Metal Fabrication a) Provide miscellaneous metal fabrication in connection with the new stair systems. b) Provide loose lintels as required for masonry work. 5.02 Structural Steel a) Provide all necessary materials. WOOD Rough Carpentry 6.01 Framing material - Framing material shall be#2 or better Douglas Fir supplied by a FSC Certified source, unless otherwise specified (such as pressure treated stock) and consist of the following: A. Sills- Double 2 x 6 with bottom member pressure treated. B. Walls - All 16" on center, exterior 2 x 6; Interior—2x6 at plumbing locations, all others 2 x 4 unless otherwise noted. Provide pressure treated plate where wall is in contact with concrete. C. Floor/Ceiling Joists—TJI joists as manufactured by Truss Joist Co. or approved equal and shown on engineered drawings by manufacturer indicating all required hangers, blocking, stiffeners, etc. Engineered floor systems shall be installed in strict accordance with manufacturer's specifications. Dimensional lumber stock may be used as indicated on the drawings. E. Micro-Laminated (ML)veneer lumber beams shall be manufactured by Truss Joist Corporation or approved equal, and be sized and installed where indicated on plans. F. Plywood - Floors: 3/4" T&G advantec plywood, glued and screwed. - Wall sheathing: 1/2" CDX - Roof: 3/4" T&G advantec plywood Page 7 of 13 Outline Specification—05/13/2016 70-92 %:Boston Street Development- Salem,MA Khalsa Design Inc. 17 Ivaloo St.Suite 400 Somerville,MA 02143 G. Blocking - Solid cross bridging to be used. All blocking in bathrooms and kitchens shall be pressure treated. H. Formaldehyde Prohibition- All wood products and wood adhesives will comply with ASTM D2559: Standard Specification for Adhesives for Structural Laminated Wood Products for use under exterior (wet use) Exposure Conditions. 6.02 Underlayment - Areas with 3/4" hardwood—none; slip-sheet to be installed as required by flooring manufacturer. 6.03 Housewrap - Tyvek or equal over entire exterior plywood wall portion of building, installed free of tears, all seams shall be sealed with approved tape. Finish Carpentry Note: All Exterior siding and trim materials in this section to be manufactured by a single source. 6.04 Interior Trim - All as indicated on plans using clear pine; stained or painted finish. A. Window Casings - Fabricated in a stool and apron fashion. All mitered joints on one-piece casings to be splinted and glued where feasible. Casing to be 2-1/2" colonial casing, manufacturer to be determined. B. Door Casings - All mitered joints on one-piece casings to be splinted and glued where feasible. Door casings to be 2-1/2" colonial casing, manufacturer to be determined. C. Base board- painted 5-1/4" bead base, manufacturer to be determined by owner. D. Closet Shelving - Plastic coated wire shelf with rod. Manufacturer to be determined by owner. 6.05 Stairs: Per plan. A. Exterior Stairs 44-Unit Apartment Building- Stairs shall be constructed of concrete with galvanized steel railings. Provide all miscellaneous accessories required for a complete& code compliant installation. B. Townhouse Exterior Stairs- PT stock sized as indicated on drawings with Trex simulated wood or other approved equal. Provide all miscellaneous accessories required for a complete& code compliant installation THERMAL AND MOISTURE PROTECTION 7.01 Roofing at Shingled area(Refer to plans) - shall be Certainteed Designer fiberglass composition shingles Landmark Series, (3)bundles per square, with a lifetime manufacturer's warranty. The following specifications and accessories shall be included: Page 8 of 13 Outline Specification—05/13/2016 70-92 '/z Boston Street Development-Salem,MA Khalsa Design Inc. 17 Ivaloo St.Suite 400 Somerville,MA 02143 A. Venting -All ridges to have venting covered by shingle caps. All eaves are to have vinyl vented soffits. (refer to detail on plans). B. Roofing Paper- all shingles to be installed over a minimum of 15#felt roofing paper. C. Eaves and Valleys - T wide, self-adhering ice and water protection, roll roofing - at all eaves and beneath all valleys. Shingles to be woven and straight out at valleys. D. Drip Edge - 8" metal drip edge at all eaves. E. Starter Shingles - 220# shingle starter course at eaves and rakes. 7.02 Roofing material at tapered insulation area(refer to plans)to be 60 mil EPDM roofing system w rigid insulation. 7.03 Flashing - Break-Metal aluminum, aluminum where concealed. In no case shall copper and aluminum flashing come in contact with each other. If there is a potential for this to occur, use all copper in lieu of aluminum in those areas. 7.04 Gutters and Leaders—Rain leaders shall be 3"x4"rectangular section aluminum. Color shall be selected by matching existing. All gutters shall be aluminum. Any underground drainage for gutter systems will be included. 7.05 Insulation -to be Owens Corning or equal with the following specifications: A. Sills- Standard fiberglass roll type insulation. All Doors& Windows to receive spray foam to seal & insulate all framing joints. B. Garage Ceiling R-40 and Box Headers - R-19, including the entire ceiling in unfinished areas only. C. Exterior(2x6) Walls- R-21 with unfaced batt. D. Fire stop insulation as indicated on plans. E. Top Floor(3rd) ceiling will have continuous R-38 insulation. F. Basement floor will have R-10 insulation continuous underneath as well as perimeter wall which will have R-10 Insulation. G. Per HERS rater confirm effective air-sealing measures by commissioning an independent blower door test with air leakage that will meet 5 star requirements per HERS rater's projected rating. Page 9 of 13 Outline Specification—05/13/2016 70-92 '/, Boston Street Development-Salem,MA Khalsa Design Inc. 17 Ivaloo St. Suite 400 Somerville,MA 02143 7.06 Siding A. Plank Lap Siding: Mineral fiber cement panels, as indicated on drawings. 1. Manufacturer: James Hardie or equal. 2. Exposure: 4" 3. Color: Woodland Cream B. Shingle Siding: Mineral fiber cement panels, as indicated on drawings. 1. Manufacturer: James Hardie or equal 2. Style: Straight edge panel 3. Exposure: 7" 4. Color: Chestnut Brown DOORS AND WINDOWS 8.01 Exterior Windows manufactured by Pella Architect Series or approved equal. Style shall be Aluminum- Clad with Premium Sash Liners. Contractor shall coordinate availability of appropriate samples of proposed products. These windows will be Energy Star rated, incorporating quality frame materials, Low-E Glass, Gas Fills, Warm Edge spacers & multiple panes. 8.02 Glazing - All exterior doors and windows are to have clear, Low E Glass. 8.03 Jamb Thickness—Contractor shall provide jam extensions and trim as required to provide full wood trim at all exterior doors and windows (except basement windows). 8.04 Screens- Include for all operational doors and windows. None for swing type doors. Contractor shall provide alternate pricing for the addition of screen/storm doors. 8.05 Interior Trim - For any curved window, include curved interior trim as supplied by the manufacturer, similar to trim specified for interior casing in that room. 8.06 Door Sills-As included by manufacturer. No wood sills for exterior doors will be accepted. Use Aluminum thermal broken sills. 8.07 Weather Stripping- All exterior, non-screen type doors will be weather-stripped as well as interior basement doors. 8.08 Exterior Doors to be as indicated on plans, 1 3/4" thick, metal, insulated, manufactured by Stanley or Owner approved manufacturer. Peep holes for security. 8.09 Interior Doors—Coordinate with plans. All bi-fold doors are to be Masonite. All other doors to be solid core Masonite doors. 8.10 Door Hardware allowance: $150.00/door (exterior) $30.00/door (interior) -to cover all interior and exterior door locksets,passage sets and deadbolts Page 10 of 13 Outline Specification—05/13/2016 70-92 '/:Boston Street Development-Salem,MA Khalsa Design Inc. 17Ivaloo St.Suite 400 Somerville, MA 02143 - Schlage Plymouth grip handle in satin nickel with deadbolt on the front door. - Schlage Plymouth series in satin nickel,privacy sets on all bathrooms, bedrooms and passage sets on all other doors. FINISHES 9.01 Gypsum Wall Board - 5/8" gypsum board, tack nailed at edges and screwed at all other areas. A. Ceilings- All joints and edges to be taped and mudded. Two Coats primer B. Baths& Kitchens- All walls in rooms with showers or whirlpools will have Moisture Resistant Gypsum wall board. 9.02 Flooring Allowances - all flooring allowances are to include the cost of wood, vinyl tile and carpeting as well as setting materials,pads, etc, as well as all labor for installation, sales tax, special shipping charges, etc. 9.03 All carpets chosen will be specifically designed to eliminate off-gassing. Only low VOC carpet adhesives will be used, along with tackless strips. 9.04 Resilient-LG Deco Wood: 1. Recycled Content: Minimum 25%recycled content B. Products: Subject to compliance with requirements of the following: 1. LG Deco Wood Vinyl Tile— Shaw Contract Group div. of Shaw Industries C. Source: Shaw Contract Group div. of Shaw Industries 1) Address: 131 Old Mill Road, Cartersville, GA 30120 2) Phone Number: 1-877-502-7429 3) Contact: Shaw Contract Group, Inforum C. Description: Printed Film Vinyl Tile D. Size: 4"W x 36"L E. Thickness (overall): 0.125 inch F. Wear Layer Thickness: .020 inch 9.05 All Counter and Vanity Tops—Quartzite. Color TBD by Owner 9.06 Moisture Resistant Gyp. Board—Behind all tub & shower wall and ceiling tile. This is a paperless product which discourages the growth of mold and mildew. 9.07 All Kitchen's and Bath's to receive ceramic tile flooring (manufacturer tbd by owner). 9.08 Painting Interior Walls and Ceilings -All surface preparation for painting, one coat of primer paint and two coats of finish paint for a total of 3 coats using no V OC interior paint Page 11 of 13 Outline Specification—0511312016 70-92 '/2 Boston Street Development-Salem,MA Khalsa Design Inc. 17 Ivaloo St. Suite 400 Somerville, MA 02143 9.09 Interior Trim, Windows and Doors- Include caulking all trim joints as necessary and all surface preparation. Provide one coat of pruner and two coats of paint using no V OC interior grade paint. Any items to be stained will have one coat of stain and two seal coats. Stair and balcony balusters are to be painted, rails to be stained. 9.10 Caulking- Include polysulfide/siliconized caulking of all windows,doors and anywhere else indicated or required. Provide acoustical sealant where indicated on plans. All sealants to be painted shall be latex and specifically labeled"paintable". SPECIALTIES 10.01 Minors, Bath Accessories (including towel bars,robe hooks,toilet paper holders, medicine cabinets, and tooth brush holders). 10.02 Mailboxes- to meet postal requirements. 10.03 Provide low sones Bath Fans in each unit. 10.04 Intercom system with camera. EQUIPMENT 11.01 Cabinetry - Unit allowance of$10,000 per unit to cover labor, material, for all kitchen cabinetry & countertops including base and wall cabinets,built-ins,niches, accents, crown, moldings,posts and desks, etc. 11.02 Appliances -$4,000/unit allowance for all appliances, specialized installation,taxes, delivery, etc. Includes: stove,dishwasher, 18 cu. ft. refrigerator, vent hood, (including venting and labor for installation of hood and associated ductwork for venting), clothes washer and dryer, and any other appliances that are indicated on plans. Appliance manufacturer to be GE or approved equal. All Appliances will be Energy Star labeled. FURNISHINGS 12.00 Section Not Used SPECIAL CONSTRUCTION 13.00 Section Not Used CONVEYING SYSTEMS 14.00 Applicable Codes: Comply with applicable building and elevator codes at the project site, including but not limited to the following: Page 12 of 13 Outline Specification—05/13/2016 70-92 Yz Boston Street Development-Salem,MA Khalsa Design Inc. 17 Ivaloo St.Suite 400 Somerville,MA 02143 1. ANSI Al17.1, Buildings and Facilities, Providing Accessibility and Usability for Physically Handicapped People. 2. ADAAG, Americans with Disabilities Act Accessibility Guidelines. 3. ANSI/NFPA 70,National Electrical Code. 4. ANSI/NFPA 80, Fire Doors and Windows. 5. ASME/ANSI A17.7, Safety Code for Elevators and Escalators. 6. ANSI/UL 1 OB, Fire Tests of Door Assemblies. 7. CAN/CSA C22.1, Canadian Electrical Code. 8. CAN/CSA-B44, Safety Code for Elevators and Escalators. 9. EN 12016(May 1998): "EMC Product Family Standards for lifts, escalators, and passenger conveyors Part 2—immunity" 10. Local Building Codes. All other local applicable codes. 14.01 Manufacture to be Otis or equal- Roped Holeless hydraulic Elevator. One elevator to be sized to accommodate stretcher in horizontal position. MECHANICAL—PLUMBING 15.01 To be issued by Addendum. MECHANICAL—HVAC 15.10 To be issued by Addendum. ELECTRICAL 16.01 To be issued by Addendum. * End of Specification Page 13 of 13 Outline Specification—05/13/2016 70-92 %: Boston Street Development- Salem,MA Khalsa Design Inc. 17 Ivaloo St.Suite 400 Somerville, MA 02143 70-92 Y2 BOSTON STREET DEVELOPMENT- SALEM, MASSACHUSETTS Exterior Materials Sample Board • R 1 L1rYVL 1 __ m•.'G �IYW I KHALSA DESIGN INCORPORATED Architects & Engineers V1 17 Ivaloo Street, Suite 400, Somerville, MA 02143 p.617-591-8682If. 617-591-2086 MEMO Date: 05/13/2016 TO: Design Review Board FROM: Khalsa Design Inc. Subject: Boston Street Residential Development-70-92 %, Boston Street, Salem, MA A brief narrative identifying how the proposed development is in compliance with the Neighborhood Master Plan for the North River Canal Corridor,October 2003 The proposed development located at 70-92 '/z Boston Street will consist of a three-story plus Garage, mixed-use building containing 44 living units and 1,184 square feet of Retail Space along with six,two-and-a-half story Townhouses for a total of 50 proposed living units. 108 parking spaces total are provided on the site which includes two spaces for each unit plus eight spaces for retail use. 46 parking spaces are located in the mixed-use building's garage and six parking spaces are located in the townhouse garages. 56 surface parking spaces are provided throughout the site. The retail entrances and the front residential entrance of the mixed-use building are located on Boston Street. A circular entry drive and surface parking is accessed from the Southeast side of the site. The front entrances of the six townhouses are also located on Boston Street along the Northwest end of the site, closer to the street than the larger mixed-use building. The scale of the townhouses relate to the existing residential buildings along Boston Street and create a visual scale transition across the site to Goodhue Street. The Garage Entry and rear Residential Entry for the mixed-use building is located along Goodhue Street. A Community Room and Gym for residence use is accessed off the Goodhue Street entrance on the Garage Level. A dog park is programmed for the Southeast end and a terraced garden at the northwest end. The proposed buildings have been designed to harmonize with the historic character of the neighborhood. A Mansard Roof with curved-roof dormers, similar to the recent development at 28 Goodhue Street is proposed for the Mixed- Use Building. Exterior cladding materials include brick, lap siding and patina copper cladding. Prominent brick end walls are designed at the end of each building wing,capped with precast concrete coping. Projecting brick bays with intricate brick and railing details are located across the fagade and ivy-covered greenscreen is provided in the garage level openings. The townhouses have been designed to include detailing prominent in historic homes along Boston Street, such as gable-roofed ends, gable and shed roofed dormers,six over one window grid patterns and traditional trim work. Copy to: File 15081-Khalsa Design, Inc. Drawing list PROJECT NAME Sheet BOSTON ST Number _ 5heet Name Sheet Issue Date RESIDENCES PRWECTADORESS O-Cover GOODHUE ST&70-92 A-000 Cover 5heet 65-10-2016 1/2 BOSTON ST. SALEM, MA I-Civil CLIENT U iC-1 _ Location Plan ___ 03-30-2016 . ■ - LAR PROPERTIES, Ex C-2 lstmg Condbbons Plan 03-30-2016 _ _ LLC 'C-3 Site Plan 03-30-2016 MEN G-4 Layout Plan 03-30-2016 ARCRITECT C-5 Utility Plan 03-30-2016 KHALSA DESIGN INC. 7 1 C-6 Photometric Plan 03-30-2016 G-8 Details Plan 03-30-2016 C-9 Details Plan 03-30-2016 �l G-I OI,Details Plan 03-30-2016 ..y�._s�RE 2-Landscape _ _ - - -- - - - i I L-1 ,Illustrative Landscape Plan _ 05-10-2016 Id 3-Architectural _ A-020 Proposed Site Plan @Garage Level 05-13-2016 Tl IVALOOSBEEr SUITE4 PROJECT• $OMERV L E MA 0143 A-02 "Proposed Slte Plan @ st Floor OS- 3-201 G • TE�EP LTA vse,N-zrwx sn-at.aas A-022 {Enlarged 51te Plan @ Goodhue 5t Entry 05-1 3-201 G boNsuLraNTs: A_100 GaraDie floor Plan _ - 05-13-2016 _ BOSTON STREET RESIDENCES & RETAIL A-101 'Schematic I st Floor Plan OS-13-2016 A-102 Schematic 2nd Floor Plan 05-13-2016 A-103 5chematc 3rd Floor Plan 05-13.2016 PROJECT ADDRESS: A-104 Schematic Rpoi Plan o5-13-201 G G OO D H U E STREET & A-log ITownhouses-Schemadc Floor Plans 05-13-2016 70-92 1/2 BOSTON STREET A-1 10 Schematic Enlarged Garage Level Floor Plan-East 65-13-201G SALEM, MASSACHUSETTS ,• A-I I ISchematic Enlarged Garage Level Plan-West OS- 3-2016 A-300 North t West Elevations 05-1 3-2016 A-301 5outh C East Elevations 60 3-201 G A-302 Townhouse Exterior Elevations 05-1 3-201 G A-303 Enlarged Exterior Elevations _ 05-13-201s _ ARCHITECT CLIENT �� o�• r A-400 5tte Section 05-13-201G _ Khalsa Design, INC. Lar Properties, LLC ��Nw�Nxs.N�N�wA«oa� 8 RENAINTNEROU:PROPflRYCF1. AA A-410 Bmldmg 5ectiog/Typical Wall 5ections 05-13-2016 _ _ 17 Ivaloo Street, Suite 400 282 Bennington Street FORMOJNRC wsor TNESE nnxsDEMON MmNN EPROOTW Fk NOR AV-I Nei hborhood Photos 05-13-2016 Somerville, MA 02143 Et B MA 02128 asoston, N a��RNPR w o �REu g wamExcoxsExramaxremn ANo AV-2 Perspective Views 05-13-2016 — sxua REwuixruuEsr Ex+ENroF inrosEcuTwx uxoERuw R AV-3 Perspective Views 05-13-201 G REGisnxanoN IAV-4 Perspective View 05-13-2016R,w LOCUS PLAN LANDSCAPE ARCHITECT ATTORNEY Blair Hines Design Associates Joseph Correnti, Esq. " tr° "" 318 Harvard Street, Suite 25 Serafini, Darling & Correnti .a s, v a a a " "" a Brookline, MA 02446 63 Federal Street gg Salem, MA 01970 We i a tam 10 u • . �: wnev_ OS132n0`'16g a q _JSK 3 A. ✓°r C a nNti, tw n' n CIVIL ENGINEER REV SONS $ „f n Williams & Sparages 191 South Main Street, Suite103 — a Middleton, MA 01949 a n ,. •� s — � • , q•"We.�" ! e i�i � n � ,4 •4n [ io F • n4 m n1 - a r a i •i• 'e 1} •'1i m a na ,PIn ,t,Nit N DESIGN REVIEW BOARD r Cover Sheet a n aaf n n SUBMISSION a IN 05-13-2016 A-000 P "a �1• ,t M a IN NN - -- � BOSTON ST RESIDENCES a PLAN INDEX ENGINEER; 4I41A., I ASSESSORS INFORMATION: < 7 C) C • —nrlt WILLLANIS 0 ARCHITECT: NINAPS� EII-III, �'ICPTDI. PELT PLAN REFERENCES: z z SPARAGES 0; Lu ILI Ric: MA LOCUS DEED REFERENCES: F1 I "I < OWNER' 1" Iat%" �Tpz` a-,t.11 -0 LDE:1I L/) NIOIE 918 IOISGF. Q IrDIO"t-CIC PLAN T1, Rra�r- 1AST 303T.F �2'?g LLj ALINCtNeEkS.COM cr-.,E s LLJ Lu > Cr j J--21 S, -,IN--IE5 I IT-11',,"Afta N Z < Z ZONING TABLE 0 ZONE. NORTH RIVER Cx%m_ CORRIDOR NEIGHBORHOOD MIXED USE (NRCC) BOSTON STREET RESIDENTIAL DEVELOPMENT :� — V) 51 RE0JREC'. CAI-- 1II0 CL 0 GOODHUE STREET & 70-92 112 zzm MiNluuv LCT biz� Is%o Ne NF Lu Il!mu. LC AME, f DDES NET COMPLT BOSTON STREET, SALEM, MA LD %4%!MtjM t.YI ODIN D 1- itf` 111)rjAFE- LU M NIMJIN DO L<) MINIMLIM Frc)N� 5USLACK .'SC 11. MINIMUM SITE S.�NCI 25.5 ft- C) VIIIMLM RDI SE Cf( 259 It rt LLJ ca .11.1. IFFN SFI; 46 x LLJ MA.I.u. 30LONG Fa.T.,S 01 MnaNuu BUIDING GROUN��CtIEFI Bar 30% 2 10 1 D92 641746 C51' z V) FIGOR AIR� PAID "It"59, :;s') �Rz, 'PIN 0 ENIRNNCE CORRIDOR C�Y 0151RICr(BEDE) 0.2 PNPO.. P..F.NPOFr Uf FO-i,Ncz cc I I-,AT DsMw E�.GL.5 1. I,M1 A, BnPl NG ODN TIC IIEGLL�FTOPiS N'OETI.NI AFERS Ic (D EII.C1 'T Io,III NAI AR, INFO-NC I LND FIT T PLAIT SIC"Lrl.- aN.. I'.A NIS 11. IN 111 11"'IF ui 0 TF1 .1 INC. DISINESS HIGHWAY (EZ) RESIDENRAL M FAMILY(n) DO Z 00,0 PROwEV NOI RAS ,,,%, Cp,C,,,R,C IF,,Ma,IF7--C11-I 01>N A!IVN. 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J 3 iUN Mto R['REHVRrAH°R w MVI[f L Wi C e F YG ( F LOG .E WL WCS INF4'F 11 fRt 119H0 Y 9E a G Q Q / Y - >>k !o n _ r. �R sNYL e.IEVP£C x E f aY C wN RMrW as OR o'I 0- Ln C .. sr -. - ..w.'fre`i:vcw 1.` E o +aM1 ¢sEPir°r�: a"F N wr E- F xKo iw rRo w aNPu tine.u s- W o L r v ; W CE atl [ E RRaa_ry{ W .Mt 1! o !y.p<'rL ss.n..F v V eu ur sC•r as n afsu ' W 6 .b W.r C4 C45A.e cau•R T Ca `Flip V lI I (^ r0,/ L<riLs F n `.J 11 T N1<INVV STIRC i H N Y N< u N i I.DM1L GNO NL W11,10ai W_. ] 'n - - E WS Fti M W !, Y UL OH a B L ICVEv'irk L a 9'fli 1 N II T Y n rTS, LO, Ir t 0 pLV' r° S VN91 LOiIC a CV�D 3F Z J O J PaIrIYE D -O L I FE" _ I N t1COV niEA PJ IJ ISY Svv tac (°SE WCN rECI0.RY51 CP a[ V a Cars. / Q L o Q IN ry D,^,L lT 9 E C. ru R s, .a,—a v4 L f .14 w0'N!_r.RCT-•y GJ� ~ v) U I "P• o:.a,. .:- 'ALCU LATIGNS z-a Dons rP�aR rn of rw GT.mzm¢n. a Q G —C ft •�., PARKING .. =w.:.._ 11t N. 11 s. , RnN.rE wr-.F SNE"eAm r.weer. W L F- ti a INc < .ua Ni � IN FRCP SLO ED GR NITS \ T — A.. 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V1 L' a r :.awv W — i p L , P&Ale cUne k + L =E INOSC^C PIA W BVi NNCS LE'J4N ASSJ S tZNSUL' !G Ti SHww Nlo " F-, =t \�Vft NR<6"_• V 4V.y15P1,.1^ Nw INV ,w.11 rbR _ON] Rm UE New ,05 iN NJRC ild AVfP 5 PE4rF5ENTA rf 1 ttirvryf(X•aR I.,.aGHT_.DCCncVEAL-NO N-S `, V^ �'.� S r. O O —fl HOC _ {SCp rvµ>ILHVJI+l:9 z�AI WIC iVLY 'a a-:IEAYNfL 8 ktCVK O EuuosuRE PR - i L s,lE oPpsr'.o L: P. -" >; PRaW SroP.ea Cu •R'�i� RESID$VCFS&RE7:4;1. - R wsy' �RpRCC9� - a ry aYx .N;G f1 f'm.r \ 333 09.>z 5 pL.4o P61I I I I pdI J L_ L� l�l_ J> @f 'POP UNCS:A>E a q f 6 R varEE L I L P iANP \ _ \EYpSI CE- O G IIE \ II( P r'CSBUI xLF R .o R a. s E 1 L`71 IF cw I AVHd I I unaa w d • y` >CES u a .. M LOT 1 n.282 S.F. w is c -Y _ I I f'1 iN�w f 4°a YAa o L�` P a, En op re 4 a Eaa rNs BOSTON STREET' C'LY+ER Naw SEALo N W ' Z K 5 1 n v"��•� 3 S (n — 0E3 R' "' ° NOS - LEGEND OF SYMBOLS I WaRACOR ;-ALL FIFE ffiM1' rXISR I:,.LTNON 8N5 IN4.LUBAO UTILITIES PRIOR i0 N 'INSTRUCTION MINSTER SI BE NCPPED 11 env JE9VEAAAC ES NAD i ON EV 4,D1>OdgN BA5 N '% Q � 1 w1 MNN ITT-LNLS S E ST Nrl�PdP.;1'N1tr e-PCOPati C4'SZZO tl•FUS' cliPVf DF.PN � O \ al:_K$lR RESTPY''L µanlSi 1•IAN-.I J. '*r--II =_ED,RE'. DIF lEINryoF NEx xnm PER, -'-e.L e: 4CpR:wir �sn'G srxFPLu -- H RCCLRC'IE'IS OF ME L D "NCV LLI w -i 3 C JJJ(((\\\ =' 4 Ex1511ny jE'xEF PFFRf4E l3:fi NE AJBLE C"la :.L'JE eciCV 04. rN-M•iW: NTNYD.E VNFYEN'ER 1.1 HI iNSTP IEL °n EW PE 3ERIDDi. N )\ E%ISIIOf.. kt•IEN N O Q N -R ro. z Fnc r c Ex s.vc'A':"" n NF FA P ran n y \ \ aSJ S A I 'IfItIo DRAINS nIUUl DE 015 111E S llHIPASE ICTEDI•R C. 7IIISVING WA- r J r. u. �• 4]JJD ,iN'C XE CAHI l-!. S EE er E` O N - s C. TF+. W Y�J YC.PDiLCC h., t-E RE VVr$' R CF I L' .JWSnr iRIGE'Or• ;, > a5 W i R.VI, jm.re -T.-L BE rSi-C'C➢ CR L SIAAReT,`N - w RP L O= O O f O R T 1 EGL 5 A,AP O N. S 1 aC M EP Q I- � - /.n x`- ! fi UJ 1AER ?ES 055 C, Ct 0 MESE NOiJ E O 'M'.0' Cx r. '1 tl gY -I ,AC 0W N 'osE -r EN vEi H!sINF" L BE FNc SEE SLCEV o 0 1 E 0 �T 0% - C fi E #3 -3CH 51 D E R" E E E R UU RCC 011 i1°NS ARE NO' CT E1 S.Y CLNF. J Z O ry f 6I SIORMTE_L C PMHf S _ J1 C +y Fx Vn IL VE SE rv5 C ER 5 t F P 0 FOP. G (0 Q O O I V V iF SM 1.. ny — e=q ER 1P n FE- f AlsW C4 O ro i EYS N JG )._ -. Q ¢ CP q `fMM 3. TO '0° ) \ (:` a 'D 'ETt F 'WE 4f i-F PA TMC i .- 42 nPr �IJ i'. 1 Cr i Y SAE .�I N ° al,]Y SJ In! -1!� \� S E V .J,. -LL OF ]E' C 5 4' L" J iF95 r...3i)� 16 �. Y�.. �•rj�,5\ .0 I'llnF_. 0 _ Lu L G7 O R �` 4 / 1, RA Hf 1u 'E F CPI NS C C v FR6F TOD C OLN] Q M 0I W R.P 5 D LT41A'E ANN TNEAU 5 11F t1 Y Y l- Pflf ^ n S` /'I � 1 LL ',ti NP C OL I X RVS WWCR F, ELCv 0 S 51 BE !t'Si LCry Pbl• o J (n N o p PFO'nDEO X ftNll COVF ul . E� w 0 5'3 nP Ee d o Ytc 1.BE ,1 M IF SNNINL 5 r r w5 w . nY ' s Sf G tRE p . ME: a 'w .R DUTI `-/ \\®• \ y` - ILL WXIz wn ARE RE' EII. In 1 a E . s as %.,• • �y O]� \ e \; \SFr( :'AIM PIP, BRArv . 0. i• LuYI :x WIN C'r PdRMNO_Oi �I \ \ 12 E TJ IPLNF IES s mL_9E x ACCORDANCE 10 s ET "OFg _ F 1 P 4 / E.III a SF— y I if% iQ.'._ N S F' ND IN, PROPOSED BRAIN =`pr w qMRllEtl DMM ET/ /Ply, P < \ IT CYIS IA UL'(ES T ARE NOT :U tic fP nN 9F ,PnLUUNEO SSIAL BE C .Itl j p 1c - a sER E caN:coon _ iRE ( E -, i> WD APPED AS DI C^.0 - i l-e U1,.at£ /1GIrvECP xL. iUPpSD A[H R65N ILn W DALi \\\ \ „ O• S\ \� R'M iF.tl n, ry Na-1F. M 1F'IPN•V 50 la 54FRUx.W C OnLY ELC`n,L SCR.'C 'C - PROPOSED •AFU DNAN 9 Z UNE ('C9n L\ '�a ti 5 a- _V fP 0-"C w[ry _ p 2 \ I �,:DCC1 Oa05Eo RGC. -1 O Ln Pw, . . 5 � PaCST s,WER --- 4 CU1 HIRE - •a�•\ \ YA\�'• \J' =S oc N S _ Yl T5 TD RE RESET 5. 1 (PER UTNn tw 10.) --.�-v�• ^- aI„ m \ 5 0M t O Fx T RF _ 1y\ Tv IT RP mv d4 YF 1' N 93(fi9 EIIMN II ! _ _ N A IJSEL SIDEVCfS _ Y7, 1 _]NFur 01 �. � - 0 92 � 1 aii Fn; 8115 OV STREF;I b5^ 1 5 NA C OF wSVBEM00.J ¢GO 13 INF! D141 iAN Ifi.S IN u ---•� �' vl c - S\ L E DPE `S FE J n C�Z °CocraaoflSusel,:- *f� a 130D on a L sr P 77- / I / ROP :a r ^� W ROr_—UOIT C ERk V!� IE H ! \ OnCxNt PIT A oTO t- \ . - Er5T xC9 ]I VIVE f$�LLtin PA ¢ i �c 1.NTIt LOT 1 ,. u� T1 yg{ _ _ _ G m g LL - a 1 C[5 a Ip l \ �\ PA ]3 282 S.F. .� _ ,�_ - }�m` 8 1Z b A 'i "ruulr;Fo RrFF >"J� 'm' d Nw'SL - a •_E � �-._I 1 IF ��• O O On rc-E s ,y a k� ~ — cif -'NH r _a - �5 - NIL-- BOSTON STREET A : v PI E�^ r�s a c1 Ea 1 a111 - :a eE PE SEAL �•� , i U S P N IN Jfi ) p • I,�_ v Ak C AIN. T N cE•E i FA d OF} �A eF_JdN Nf J- L Lj ITE Z Li P 5.`. h,11 1 irr-:i-i iw C: Ell z U-i V) O UJ LU Z LU C) 0 Q� z co o rq P, LLJ 15 z _j L-I 41 0 LU F- D now 0 ROS7 0 O'� S-rRllr 'p O IF In BOSTON STREET SIM V) --------- - F- zw car .arnE A F PROJECT NOTES R' l . 'SATPFRFIIRFI u' ,A- L All II xa.S NO N-N an a. FAA.- n Wx6 .rl r N,. ,rM - - s, L ` tart • - \ _ 9 CN H c ra'-E -JE nE- r Fi TO unY.F rLJs L [ G U EL • i1F-.n7=R4 %� _...,e ME v5 i M" - 14 = = L . r. -- E.E. >'Jn. V. n ,'F;m _.- ~ it °F oc asso I,`.w iw.ruxul - C. Nf �.P.., ..x ZC Z I� _ a'a uaa)uLn e G wE-„`� ._ ., n r1. f v .1L JN aW' ft rN- RL W W _ --,; - ^a. -tC rw PE N'Al a\r I,-,, N: R URp Y yR SE r.\ N YPN TLE $ ALF . S / W SE V " -�' 2, Nt 11..11 'J 1,LJCAr On OF .E$U9511 .E.1I-IT _ C CL. EE L �l fCNc;,REO iP RO(Vs-E 4r N Q V) Alfa ^C': O-11,R A Vr.'FS RI= VERIFIED N r- FLLJ e, mE .r rRl R r O - ro.l Vr F—FNO>-u \i", It O,,AL's NE R 1 [.c ) as s\ ..r- cr,[P rxeM'I'SE srJ.rV J\-K PM,>. a, n-L ,.lErt _1011 .-«. '.M W ztFv z'rJr-= - sE N4 c:MOLrtc a n-rvcEp W W —— +e LRxr, r -..L sL L > K fZ'-'z scx�R.wr�L f c ara sE \ — z .rr rR r N-p e , n., \. Q N N is v n4.� n Rn:nR 4 vcux s r ..t.:v iv' a:r _ e.z ,E Iqr '3 �'.,,9yv v.. 4 CC OO CE R U r 9 ^T : - LO rr Qr i • x PRR19�rx.. tl.G ! n 1 E']Nrth S p YE ONO hYU M!C !L / OVd' aE.t.,.,VI SFLT YATM -F .F 4 LYI.TICL {/) Al- x I anuvnc n oxnn==E5 uiL r0 6E«pnE OR v.o EamLEn, vn;f_sE n1riENwm scFrlE:v d - - < PRCRKE Al r.b I In s..Eu J W m -.. Yl - ox4 p:p w -IRIL LT; W .. •"J r 1 .v1s]o E .R w s pc]IM.a .p Rc ,Ew'u r C /' , 4 LREV' rF sa sLwCAP e 0 OF )F nR r ATAUR ARR, IIIEc -,A .a°o - II _x qE «°o FL Er an OF "A',ur EL,crvL+PLACED r ,5 .s L N ' g PRECAST CONCRETE 'RE.r NVFI oc rHF W R uux w E c R r FRx a st ro s c .F W IR PRECAST CATCH BASIN PRECAST CATCH BASIN �p.,,v�,�z ln_ °E9r."<L SEA R:n`li°s sE ,+r.e.RDI,FFRIIF . "n_ W � � DRAIN MANHOLE "R ^O DETAIL DETAIL IvDE7A1L ?ODII I,c o e RAI RAD 1.. ,uR rc-ter"LF ti1 1 ^ate_ ° IF—OAR IF-OART s 1 e4Cw4•e z a. su_r - ,.WVR.:4 rrA E -.._ W (% PR:,1EP pU T . 11 1-Y.5 110, 0 BUI,OFZ RMr W e SLOPCO GRANITE CURB •9 VFR°"ROOF CRaN Lf!a 10x5 III AR.;«fCCNR+_ou _ aI 2 :'F: f OR T. N` F 1 P U y,E tN U R0-c p It s R V U W J rGxI FA.,A 4 pA aL. J _m F.FII I L Lc A+r1 0 ! - �_. Ul Ci4CNE ;,,,co a: -1 9-'FL- PL\FAL r - GK. ETF r SWa °L Y -0. C, 1aR V IIARDL A L T ar Jf-C E S+ L B l r-. Ln TR - Ch YSf 1 4A]SA 'SE-S S�t fl N4 .1 ,FRILL•?+.pE i C h 5 11, r. .AIA-IAUF c T+c-E ono N a IC➢ \ROL' - 5 = ]C s,.( L N tP >-4N'ePH15 4P 4^Pu0VJ1 [' MiH M+F N F F 't'� ( Ifi �I-aYLR BIVUk4 C,:.N:c AID OF 5 U' S1N�cU A HE R-FA y1-111.1S W _ krylll _ 6_CLFP.4M1'D vrI =WN_RR p UaaaaTA tl i-IECRi 0'Sf 9JM'Y) xP� O W p9o-;. W,Ux �- \ R .V:ilr f STCRAVill RILJLJIpN i LYEvpO r/N T °F:I,DRADrD-I F Ya- -P UiFE JN.'.R-?t 925E v P J� AWE TO 9; Nav FB.M-OL'nr � JF R4pE no t ;FEGSr NFSLF 4Cp^",.0 CC y FNIa /EML`r L;:OE N-E CUHtl .atl r. , ..0 r Nc 5 P PANLIF/ f _ r S _ L _ U 9 GG rI In C. 3 I Ra Ca - GSE,c 4r /, -- 1P F.-,M vo 4ENsn $a L r LAI = / RL s c •{., L m RN) E �^ r u RR POLYETHYLENE COVERED BOLLARD a o€., PRECAST DOUBLE GRATE CATCH BASIN DETAIL VERTICAL & SLOPED GRANITE CURB d �_$ DETAIL E. xAle's;.w2• �«. W-Ol Fo .,r ai;e �I � / xrsur=i• xo A•cCF r p di As IS cur ... s'v Ra]r U N Ip S —'RU-AS, IFRMSITCN SEC"'ll nR.cI 5 f _ _ -WAL. ,.F MAN-0- G K1 L L F.tlAILL CV[ a q E a F I+F1S ELE R J,v 21: ' q m m _�•_ � � a B _ s o v. e ,r s. s a _ ram JOI I a N A P IF E'a U\_ESS C 1 'e'r5- Fc U 1-1 a 5 5 E It Ill1 1 - xrJ C ii .- i L- [ __. crE_ �'..^Yi PF: QRC"N., FE - J N x a ' 3 f J e R FC M^ q' uvlMl.p vCREEYE: �I v'Fa�r`_Ei r— I 1� ORCI: Ni\ PI �y NZd• 3 is CR P OYr VIII as (\ xfLL � :J'YE^Ir oxnl � UNOE lR3EG EARre SE .rl ? c SEAL r51 F I M PREC S:EvI r - C J, DETAIL _ s `7�3�� b�T �V a - l_ _ o e wW -' Q a w r r a. U)LU o OE > w F p 1 Z V SHEA.. ! „. L. - J U t� ---- UNDETADILAIN __,, ,.; GAS -TR,., Q LU N R o , TRENCH DETAIL FOR - AP W p� a GRAVITY PIPE - .. .._,. .- O� — — W oa W - — o co 1 WHEELCHAIR RAMP SINGLE sum DIRECTION WITH LEVEL aNe -_ --- — ` FNTRANCE of '— - DETAIL ' _ - e - Si_TFE12:7 DETAd I E_ _rw -:_�� YJI��iLz orrei*EU "LeGr:c[ _• -.-." to O ° E L! aA. _ c7 If Q � � ZZ 3 NT JP.,'.I NL 1,511,.L CP I',- 'A?i IN..N J- .PC'i , _ r \NHtP I-IAII. AEAL � A�`C�/ `un '^ CONCRETE WALKWAY DETAIL CONCRETE SLAB (DUMPSTER) , L-TALL ACCEPTABLE FILL MATERIALS:STORMTECH SC•740 CHAMBER SYSTEMS D iMT LG TON ESCliIPTON A HTO MATERIAL COMPACTION/DENSRY ca I - O CLA591FICATON3 REQUIREMENT C L1 O a o�.a w�•a ,.�we.+s�'�"vE m. .,,s.ws Ursa vor c LLI J �i aui"ewie�.+ r..sa.w' �.aca.re '•r.. n��w. C Q a I:i,%— d p t=il W LU —— rormmm � _ —L Vl o he — Z vv.o.ww.v,..v.aroaw:+sswva*.o-a...wa.n,m�uw[nxGSFvrgrwr — J L" T :o..�,iw:ow maewwamre cs,.aua®. Z � � x Q cn,. [ .vwru,�rr R1°I""V`,"o ry, e..m.wma+v.unoo.w.waw..rro.+mw.cro:. LI) w F 'IL` I I I f Z m SHEA a _ ............yl...�................. _ I , {_ J QW ry _-- ( In o SHEA 'b W W rn LU IICM V. ills y_ W WK rr -v IJ ]-r NOTES: „-: a�+ •;.0 : ie - s - s6 -M mI oP (n LU �SU� Ci.:w.�jg�P(�{,'�+ ,�,_� .,e,.ru,e .ruvnanaMum„vaxmmnommaPrlewr:aw '_ I sILv-t .OF i, ) LCA 11 1 �7iR'e�ILBIk�FdF? ex .c�.wro+k.m.w.re.w.mic+gryry,�y wmnao. m,Krw.owse f — x.rrw:sru.a uoreWwmee w.ee.,.wn.v.aveeaumw.wwror wnmr crenav�¢v,e.mruro�.nnaw.m.aora. 3� .nv v^-�9�..r •s.u-' Q W �ire�u"c'�a 'N°ew`a�".emm+e�"",..:pf4Xu iiir+`SON..w.w.'.°re:"wnw�.v+`mw°Y�°".�:m.�°:'.o"o.a�nw�e.m a•wx m MANHOLE 30' DIA H-20 N 2 .go::w.�+a°u°�a°'roc:"w'.".'".`"�M"i,�e.:ova;,,"''""•"""°`""'r...,.:erwl.I.,..w..�r.,.�.ro.�.r.,�..,w., MINI CATCH HASIN cc STORMTECH SC-740 CROSS SECTION 0 lt / 1 L � I ' cce osn h q• YKnr �� K'[CL: 4. O I II\�I � -I yl T I I.»-•.Iwev = N s m � / �PPY'mm �`I• 1 .... 5 I r I � oxrw:mrnulicxvw��mow rw t4..-;•. "•M�,ur.:u,u u`v+to n,�s � E STORMTECH SC-740 INSERTA TEE ..I..v. .a r,^ �,+_ =.•= _ & ' SEDIMENT AND OIL SEPARATOR < o o DETAIL ♦ ,wBCPIMW Cu Q q E a m m }g F� � sad o Ion am. x sEA� \ `CJ ►-� ms.;lc.w,x:z w•ee .aa,a..m or.ww coxNEenox oEruL a INSPECTION PORT ' 3 �<i�SdIv1 a[oPeseoawNT R KEY QTY LATIN NAME COMMON NAME SIZE NOTES Tpccs 8N 5 emb time erivge' Herivge R'mr BirtM1 y15"ml. Baelxingle stem eix nmd, CC l Cernsis Reef Fm L5J"oL B08 Cl 1 Glenna.dphIIIann Ppan-le.dFm' Red Fm Katsune. L AreL nngWO&B GT a GkAnc n e.Kindmban ne inermis Canteen R Mrnkaa Hbapoe x 253'eaL Me MO b Malus'[aoam.Raindrop' Gnldvn Ravdmp CnSappie 15-1'of U MB 5 Mamdendr unaeki ButvAy Magnaha 3.5-3"cal. BBB/single slam LT 3 GnodendronmgPOen Tuliptrve 1-35'aL 8a0 K5 ouenus bn aino SeageWhom m. 1,10.he III Ps 8 Pmus man. AnmH Mnv 3 33' UB TT 4 Th tomeneoss Green n It lenArl, 7 W I vl. 88B TP ) Thup pllav'Grean Glani Green Gan[Arborv8ae LB'M1c B8B sff CA i CA 18 Cerbn alndolR Red avaI De P5 Pot Cs W "sinus ambbden'Red Damn' Red Dawn f dompe, b5 Pot HA 50 Hydmnpa amm�mlcent'Ammelares lie' Annabelleydraageaa b5 Pot HP 14 Hydrangea anam+la petbbris Climbing Hydrangea ps am IG 48 Iba ghbn Ale" 85Potl18`M1c IM 5 Ilu mnvmn'6lue"ban,, Meerve nosy 18'be Shall be male IV 35 ICaa remlrillav'Sprkkbemy' Meammaerryrelnmberry W4 N Zahall be male Me I Kxlmalat,Iv Moeam Laurel 30'bcIBBB MP 13 M,mam,v nmmea'!,o Gm' Bobvm Bayberry to"ea hL RA 11 Rhaxaramr.. embe Ln Gm sumac b) e. RC 19 AM1odmdenNab me.aIn a CearWhere ad. W.he W 18 Rlhod$e..IImmalddenerem tbmelm WM1Im AM1odo b"Irt 5a 33 SPmeabudoInA Cara Wanrer' MNuf S"lervrdl-a b5 Pm SI l4 Stepha min mnurete P pr cuthUrfle Stnem SI bs J'eFee Sf 21 SnM.1,rm Link Pn,meu' Cem on Ube Spiv MPx —M8 2 sv Is T.�a .ulad. ym, una lb-bc �.� TO 3) Tmux meda'Denadormli r 24'M1CIPot 3'o.capcing -\ AM 57nnm A0.11.mmlei. retaining curb AM 9 A[M1llle milpollum Deserr Esc YelbwMrmw bl Pot special paving at entrance snipped searwall AK b ALvmduwmilm w Yorq Kmn AS Pea(one shall be mole) �\ \� CF 49 Cahmagmmn•uudevn'Kad F otar Feaeher Read Grass bl%t �_ -- Cv 8 elemae ragman Vlom avweriV.- P3 Pot Me 8 Hmme helm'&ka' 1111 y BI Pot City Parking Lot j MP-3,IG-5 MM a Miaanme xMeme'Momny LKbr Men.,LKh,Mrsnntnus e3 Pat a hv Po 24 P olmn 'rn II-muc War V,W.Craw al Po< MP-3,NW-7 i O O PS-7 O 0Ery -- yUF S GT-5 -�Ifises at CV-8. -8regB with PQ-Iz CA-27,IG-35.IV-25 BN-3 ,, .I BN-2 LT-2 w s unit paving at entry Proposed Residences at Sidewalks 70-92 Boston Street �C.2 shrubs on top of walls SI-19. RC-19,HA-27, - _.. CS-18,RA-32 SV-15;IIM-I4 S8-I8.TB-20,MM-8.AM-16 + TP-5 - _ _ PQ-12 t GT-3 f i Dog Park 6'ht wood feffiC along 1 J unit paving around central court ,.,-` raised ` and front entries property line crossing � -� t. - 6'ht wood fence with vines MD-3 _- — — with f _ along property line i I TT-4 special + I paving , ITP- I .W ` Gree screenpllla'rs with - a vines I QC-I r l; I MP-7 P53 I , t •+ CF-4 -S7,AK-6 Te-3,56-5 Proposed GT-5 QC-1 CJ-I RO-3.KL-3 - g t i special paving at entrance TOWnhornes '� MD_3 CC-3 I I foundation plantings: 1 V a RO-IS.SJ-21 .,... j r + _ -- — — + ` she identity sign _- - - - -_ - 42"ht metal picket fence at top QG1 MB-3 GT-4 of wall where wall exceeds 2'ht B 0 5 T O N S T R E E T 36"hc white picket wood fence and HP-I4 gates at entries to townhomes Go scA r=30'-0, Blair Hines Design Proposed Residences at 70-92 Boston Street Salem, MA n�-- Associates I ,PF ARC IIIfrCI< Illustrative Landscape Plan May 10, 2016 ry PRnIRf.T CUMIAACy ZONING CHART MWMT NAME y 4• �gEOUIRFO _ROPO6EO OI6TRICT.HDNIREC .DISTPIWPINRCCI IniBE:M.]RSBF. 11 BOSTON ST IEATUAROS NgLC04 OMINS DISTRICT A RE6�RIC A, 6 •AUNli6 SEN1gINCE LOPgIWRO4ERlPYG6TNICf IEfADI _ RESIDENCES LOWERCML - IHSF - REOVdm PMOPD9E➢ COMMENCE LI. 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IHE SO,F VROVERLV ONx.R m • L ' ' OESIONINC OSEOFiNESEV,AN50RM'V NORM O 1R000LTION OF THIS DESIGN WNO,E OR IN.YATN W T E%VR E.. .fl,NDO .S 5 RONRTED ANO SWLLT INTNE U ST LL£ EIREM OF \\ A � vROSECUTIOECIRrorvUNDER Aw ` � E as ` I ...• I/� I\ REGISTRATION IT _ r9'rl I r- I 1 � i+ 1 u, �L 1 �1 '1 •I _ t I A� atr lit lit i e ., - E.-.,f�.y,,- 1.— y. .. !ys �}^. ?_: R— ial,y'•y �11�4 ..>r� � ,mmra ' 15081 9 2016 P sS 1.1- IT5 - - -44 U—'m OS-t3TMC JSK o REVISIONS `p Perspective Views VIEW FROM GOODHUE STREET LOOKING SOUTH - AV-3 - R BOSTON ST RESIDENCES PROJECT NAME BOSTON ST RESIDENCES PROJMl AUURESS GOODHUE ST&70-92 1/2 BOSTON ST, SALEM,MA CLIENT LAR PROPERTIES, LLC �1RCHf1ECT — — _ KHALSA DESIGN INC. TH Root --- _ - _ 1]ISSOMERVILLE,MA 021JS00 x 61'.?S ' CONSULTANTS: TH 2M7FI. 1 — — — — - — _ - - �,a 3rtl M. u LIIImrsn. — ElL 1 M J III J/J III .I { IIW91 "a TH 1n<a - 1 I I , �— - - - — - - 2M F'°,",'L'` BOSTON STREET STREET I1pI� R�I,7I1 ` �� LDa� Ir rTH' ra0= 31 � _ ENTRYCI Al Z� fi LA �,• � e Irhse ��nEODu�i�o'r R' t4GaraBe I vaoC=UNDER uw g �'- GOODHUE x STREET RECLsrRAnoN t 1 WE SECTIONJ'S P WRr�� o 4rNa �' 15081 w,e 0 132018 } as lAdr ( 0 REVISIONS No. w,vlymu ww In In 8 C Site Section A_ -400 B=rON ST Vf.WNNGF,� PROJECT NAME BOSTON ST RESIDENCES PROJECTADDRESS GOODHUE ST&70-92 112 BOSTON ST, SALEM,MA CLIENT LAR PROPERTIES, LLC ARCHITECT KHALSA DESIGN INC. I 171VALODSTREETSDITECDD SOMERVILLE,MA 08,63 TELEFpHE fif�i M 1� CONSDLTANTS:. � +' Y �F .., ♦ / TNE,NNTIEN HxCO N0.tAw FN ON.. s, -; ♦N� FELON THEe FOF HESEP vNNNLM Co.L FiRINP i T OUTIIsOµcNy fi NKI..INPPM Vr1MOUTE%V110 WP iIENCON.VMIR vunxw lFn e)p SH41CIlRONNTNENLLESIEMEM OF q v PHOSECVTION VNCEFIAW �...i ,4. }, — ®R!4� e TMC ti� uFxmq JSN 8 J� sun 9 • —� REVISIONS F .• � xe. O.•mlpfimr o,m g d w c PERSPECTIVE VIEW OF BOSTON STREET ENTRANCE Perspective View A_ V,4 BOSTON ST RESIDENCES S i If S 1/4" RIVER RO CK 2'-5" 0 4318" PARTMENTS 4'-5" y-- GRANITE POSTS . . REQUIRED I f 2 0" LANDSCAPE BY 07TiE S ( QUARE FLOOD LIGHTS(BY OTHERS) ITEM A-(1) DOUBLE FACED POST& PANEL& FCO SCALE:314"=1'-0" JOB#: L , POST F •• COLORS " Job Name:RIVER ROCK APARTMENTS T�O Posts: Date Comment 1 Location: 70-92 112 BOSTON ST.SALEM,MA 12AK SCOPE ' ' ' (2) 12"GRANITE POSTS 5-12KD COLORS;DURANODICS CrawneY: KARE W1581NS T M&I (1) DIF NON-ILEUM POST AND PANEL SIGN W/FCOs Panel: 2"DISHPAN PTM DURANODIC 3630-69 ■ Client: Sales flop: BARN I PM: KJ Greeley St,Hudson,NH 03051 Landlord: (603)882-2638 Fax(603)882-7680 SITE SURVEY REQUIRED I I Date: 5/11/16 For Service:80D-227-5674 FCOLettBfs: ��:U1113N�e1HH:Uhlel� 0 COPYRIGHT 2016 THE RARLDGROUP nos otsice c D acvr a tot PsaPtBrc o<T5t eaaa apaw aU nrou Ip8 axe oixu�elnx B,N'NIS aAE aNBn®e ns eaeto mou Sign Area: 13.5 SD.FT 112"CLEAR ACRYLIC PTM WHITE 7725-10 ❑ Oes�P: Date: ,�pgie6DEs�6veo FOR rounPtnsoauu WAND saoTTOMUSEoaunntrauraecuDEAnoaatnrntawuetnsHEx Engineering: Date: ArtworkReq: ❑Yes ■No Photos Avail: ❑Yes ■No FLUSHISTUDMOUNTED Estimating: Date: VuntlavmtenlNDarearkalnc.¢ =mir'r di Sales: Date: File Name:River Rock Apartments 160516608 5-12 Sign Deposition:Remove and Corp Specs Avail: ❑Yes ■No — I Production: Date: .I Dispose NA ALL COLORS ARE FOR REPRESENTATION ONLY.SEE ACTUAL SAMPLES FOR COLOR MATCH_ _ (Installation: Date: B-16-05.,1 16608 SHEET: 1.1 OF: 2.1 GOODHUE ST ENTRANCE WODHUE STREET 13'-2" - 26-101/4" - - - - - - - - - - - - - - ALL SIZES NLLD TO BE VE RIMED. APPROX SIZE AREA SHOWN — r _ d BOSTON ST ENTRANCE t � � _ ' 't , - �� fir!•a FI'il H BOSTON STREET = ti I I1 Fli d fl - - - 12'-5" - - - VIEW FROM GOODHUE STREET LOOKING NORTH - - -- - - -14'41/4" - - ITEM 131-B2 -(2) SETS OF FCO FOR (2) DIFFERENT LOCATIONS SCALE: 1"=1' 0" ell — got 4F• r i, II r "•' 'IBM w Mc45 - aL7,iW r AN& sp- JOB#: 1 1 1 ' 1 Jab Name:RIVER ROCK APARTMENTS T p�- �O • E E • Faces: Date Comment Location:70-92112 BOSTON ST.SALEM,MA / 1"CLEARACRYLIC PTM DURANODICS3630-69 - 5-12KD COLORS;DURANODICS J�-�SDrawn By! KARE J IG NS M&I(2)SETS OF FCOs Client: sales Rep: BARN Returns: PTM FACES I PM: KJ 158 Greeley St.,Hudson,NH 03051 Landlord: (6031882-2638 Fax 16031$82-7680 Spacers: FLUSH MOUTED W/STUDS SITE SURVEY REQUIRED I I Date: 5/11/16 For Service:800-227-5674 PM 1 1 ' ' 1 r ©COPYRIGHT 2016 THE BARLO GROUP Des�n: Date: 1NI00CDNCEPE6NEPROPOMfOFXPAOLROUR.Mowoourn06umtww,axau�lsANNsemm�nceasuwOm. Sign Area: XX SQ.FT. Special Note: ma PRNt 6 DESIGNED FOR YOUR PEREDnu USE AND IS Nor 7D BE USED DU SIX YOUR oNcaNDAmx OR EIIlD®IN AMYH DSO. I Engineering: Date: Artwork Req: ElYes ❑No Photos Avail: ElYes ■No I I Estimating: Date: I ©umammimes Iseorata•k.ne.$ �:^'^. �� FONT: BOOKMAN I Sales: Date: i File Name,River Rack Apartments 160516608 5-12 Sign Deposition:Remove and Carp Specs Avail: ❑Yes ■No - - - -- I Production: Date: Dispose NA ALL COLORS ARE FOR REPRESENTATION ONLY,SEE ACTUAL SAMPLES FOR COLOR MATCH. _ _ _ (Installation: _ Date: B-16-05-16608 SHEET: 2.0 OF: 2.1 C 1 .�,_ 1 � — — . . -�...= BOSTON STREET �I 1 — r— ------------ GOODHUE STREET / I ENTRY I I ( I Z V 15-P a �1 I I I i l l l 1 1 1 I 1 I I I I I u..�i 1 I 1 1 r rTr 1 1 1 I I r SOAODI{yrSTREET ENTRY Job Name:RIVER ROCK APARTMENTS PLO Location: 70-92 1/2 BOSTON ST SALEM. MA K r .LLLLLLL Drawn By: KARE IGNS Client: Sales Rap: BARN PM: KJ (60 Greeley 38 Fox 1603,NH 00051 Landlord: (603)or Service: Fex-227-562-7fi60 Date: 5/1 1/16 Far Service:BnO-227-5674 D l '' 1 1 I O COPYRIGH" 2016 THE BARLO GROUP Des rl: Date: I.M.carlU...uPWINTI(a oxw THE1W eow.nuveooucrolµooweranxfrSW18ervmernE G .SOU10G na PPaa a aFSEI®ion rax Pxsaul mP 4xo E xm m x uxa aursu raa awwarav a axuEn x urr rnxpx I Engmeennq: Date: I -- I Estimating: Date: I � °'"LAbortbrW�'� i�K, dxjA I Sales: Date:Production: Date: ' File Name:River Rock Apartments 160516608 5-12 I 1Installation: Date: B-16-05-16608 SHEET: 2.1 OF: 2.1