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70-92 1/2 BOSTON ST - PLANNING (4) ,� - ' � �D-g2.SPxs1-an s=t �lp�l«�h�a� � . _.... _ . . AwiaAioo SERAFINI, DARLING & CORRENTI, LLP _ ..s ATTORNEYS AT LAW .e 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 JOHN R. SERAFINI. SR. TELEPHONE _ JOHN E. DARLING 978 744 0212 JOSEPH C. CORRENTI FACSIMILE KRISTIN E. KOLKCK 978-741-4683 July 1, 2016 R^ Ben Anderson, Chairman coo U( 0,120 City of Salem Board 120SalMasao husetts 01970 MMUry/oyoeVF oINGG& MENr Re: 139 Grove Street Realty Trust Applications for Site Plan Review for NRCC and Flood Hazard Overlay District Special Permit Goodhue Street and 70—92'h Boston Street Dear Chair Anderson: On behalf of the Applicant, 139 Grove Street Realty Trust, I hereby request allowance to continue the hearing date for the above Application from July 7, 2016 until the Board's next regularly scheduled meeting on July 21, 2016. 134 Grove Street Realty Trust By its Att m , I Joffe h C. Correnti JCC:dI cc: client A SERAFINI , DARLING & CORRENTI , LLP ATTORNEYS AT LAW 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 JOHN R. SERAFINI. SR. TELEPHONE JOHN E. DARLING 978-744-0212 JOSEPH C. CORRENTI FACSIMILE KRISTIN E. KOLICK 978-741-4683 March 31, 2016 VIA HAND DELIVERY e., Lynn Goonin Duncan, AICP, Director 31 Allo City of Salem ° T OF P , Department of Planning and Community Development o Jr�uNirY DEVCLOPMSNri 120 Washington Street Salem, Massachusetts 01970 Re: 139 Grove Street Realty Trust Applications for Site Plan Review for NRCC and Flood Hazard Overlay District Special Permit Goodhue Street and 70 — 92'Y2 Boston Street Dear Ms. Duncan: Enclosed for filing with the Planning Board please find the following: 1. Two (2) copies of Application for Site Plan Review for NRCC; 2. Two (2) copies of Application for Flood Hazard Overlay District Special Permit; 3. Two (2) copies of Project Narrative; 4. Two (2) copies of Narrative in compliance with NRCC; 5. Three (3) full-size and nine (9) half-size sets of Site Plans dated March 30, 2016, prepared by Khalsa Design, Inc.; 6. Three (3) full size and nine (9) half-size sets of Site Plans dated March 31, 2016, prepared by Williams & Sparages; 7. Three (3) copies of Comparative Drainage Analysis dated March 24, 2016, prepared by Williams & Sparages; 8. Checks payable to the City of Salem in the amounts of $5,250.00 and $75.00, representing the filing fees; and 9. Check payable to the Salem News in the amount of $520.00, representing the Legal Notice publication fee, together with Request for Legal Notice. ��. March 31, 2016 e ' Page Two �� `� 312131135 DEPT. OF PLANNING & COMMUNITY DEVELOPMENT An electronic copy of the entire filing has also been forwarded to your attention. We are pleased to present these plans for the Board's review and approval. Very truly yours, 1 00L 0 doseth C. Cor(e Enclosures cc: client MY OF SALE_ M ooMM MoR 31 2Q16 CIT FPr PLANNING BOARD UNI rV DfVFlppMgNT i01b 1AAR 31 P 4: CITY OF SALEM APPLICATION FORM SITE PLAN REVIEW FOR NORTH RIVER CANAL CORRI OIt'i Location of Property: Goodhue Street and 70-92 1/2 Boston Street Map& Lot: Map 15, Parcel 299 Owner: 139 Grove Street Realty Trust Applicant: 139 Grove Street Realty Trust Address/PO Box: 282 Bennington Street Address/PO Box: c/o Joseph C. Correnti, Esquire Ci Boston, MA 02128 Serafini, Darling & Correnti, LLP City, State,Zip Code: City, State,Zip Code:63 Federal Street Telephone: Telephone: Salem, MA 01970 (978) 744-0212 I. Proiect Description: Th eprolect proposes to rehabilitate an existing vacant and dilapitated site into 2 n w buildings containing a total of 50 residential dwell!ng unite Additionally. there will he cmall rommPrcial/retail snare with parking h g provided .t Square footage of parcel: 73.382 Gross Square footage of structure(s): 64,246 Square footage of footprint: 22'135 No. of dwelling units: 50 II. Special Permit eligibility: The project applied for is eligible for a Special Permit and meets all of the requirements contained within the Zoning Ordinance under Section 8.4 for use as: ❑ Artist Space ® Residential ❑ Research/Light Manufacturing ® Retail ❑ Other III. Submission Requirements: Application form and attached reports,statements,and narratives: Three(3)hard copies shall be brought by the applicant to the City Clerk to be"date stamped". The City Clerk will retain the original;the remaining two(2)copies shall be filed with the Planning Board by the applicant. Plans and drawings: Three(3) full-size(24"x 36")sets of all plans and drawings and nine(9)half-size(11"x17)sets of all plans and drawing shall be filed with the Planning Board by the applicant. Electronic submission: One(1)electronic copy of all application materials, including the application form and attached reports,statements,and narratives, and all project plans and drawings, shall be filed in.pdfformat with the Planning Board by the applicant. 1 of 2 i 9 Required Narrative: A brief narrative identifying how the proposed development is in compliance with the Neighborhood Master Plan for the North River Canal Corridor,October 2003. Required Plans and Drawings: A Site Plan stamped and dated by an architect,registered engineer,landscape architect,or other qualified professional,at a scale of I"=40',(or as established by Planning Board) including all requirements as set forth in Sections 9.5 and 8.4.15 of the Salem Zoning Ordinance: 1. Location and dimensions of all buildings and other construction; 2. Location and dimensions of all parking areas,loading areas,walkways,and driveways. 3. Location and dimensions of all internal roadways and access ways to adjacent public roadways; 4. Location and type of external lighting; 5. Location,type,dimensions and qualities of landscaping and screening; 6. Location and dimensions of utilities,gas,telephone,electrical communication,water, drainage, sewer and other waste disposal; 7. Location of snow removal areas; 8. Location of all existing natural features including ponds,brooks,streams,wetlands,and marshes; 9. Existing and proposed topography of the site,with two-foot contours; 10. Conceptual drawings and elevations of all buildings to be erected including elevations showing architectural style; 11. Information on subsurface contamination/toxic material and adequate plans for remediation so that the public health will not be adversely affected; 12. Floodplain information and plans for adequate management of any anticipated problems; 13. Adequate stormwater management plans; 14. Information on the water distribution and sanitary sewer system and plans for any modification necessary to adequately serve the proposed development. As well as the following: 1. All existing features of the property relevant to the proposed project including,without limitation; any easements;water,sewer,gas and underground electrical lines;paper streets; conservation areas;wetland or waterways;hazardous waste disposal sites or historical sites. 2. If off-street parking is required by the Ordinance,the Site Plan must show layout and number of parking spaces set aside for the proposed use. Proposed parking layouts must include access ways and buffer zones. 13 Grovepr Realty Trust By i s e .Sigriatur of A li an[ Signature of Owner(attached consent letter is also acceptable) J se C. C rrenti, Esquire arch 31 2016 ate Date 2 of 2 CITY OF SALEM RECTI VEFO PLANNING BOARD MAR 312016 rinpEP wUlvayDiVELOpMEMT Yr CITY OF SALEM CITYCL. APPLICATION FORM FLOOD HAZARD OVERLAY DISTRICT SPECIAL PERMIT Location of Property: Goodhue Street and 70-92 1/2 Boston Street Map& Lot: Map 15, Parcel 299 Owner: 139 Grove Street Realty Trust Applicant: 139 Grove Street Realty Trust Address/POBox: 282 Bennington Street Address/POBox: c/o Joseph C. Correnti, Esquire City,State,Zip Code: Boston, MA 02128 City,State,Zip Code-Serafini; Darling & Correnti, LL 63 Federal Street Telephone: Telephone: Salem, MA 01970 (978) 744-0212 I. Proiect Description: The project proposes to rehabilitate an existing vacant and dilapitated site into Z new buildings containing a total of 50 residentiaI dwelling units. Additionally, there will be small commercial/retail space with parking being provided on site. II. It has been determined by the Building Inspector that the above property lies in the followine area(s): A.Wetlands District: ❑ Wetlands ❑ Buffer Zone B.Flood Hazard District: ❑ Zone A M Zone AE ❑ Zone VE III. Submission Requirements: Application form and attached reports,statements,and narratives: Three(3) hard copies shall be brought by the applicant to the City Clerk to be"date stamped". The City Clerk will retain the original;the remaining two(2)copies shall be filed with the Planning Board by the applicant. Plans and drawings: Three(3) full-size(24"x 36")sets of all plans and drawings and nine(9)half-size(11"x17")sets of all plans and drawing shall be filed with the Planning Board by the applicant. Electronic submission: One(1)electronic copy of all application materials,including the application form and attached reports,statements,and narratives,and all project plans and drawings,shall be filed in.pdfformat with the Planning Board by the applicant A. Required Plans and Drawings: A site plan at a scale of 1"equals 20' prepared by a registered land surveyor or registered professional engineer and showing at least the following: 1.Lot lines within which the development is proposed and the tie-in to the nearest road intersection. 1 of i✓� 2.The location,boundaries,and dimensions of each lot in question. 3.Two-foot(2')contours of the existing and proposed land surface. 4.Location of existing and proposed structures,water-courses,drainage and drainage easements,means of access,utilities,and sewer disposal facilities including leaching fields,if any. Proposed elevations should be noted. 5.Boundaries of all districts,areas and zones as noted in Section II. B. A written report describing the proposed development or use relative to each of the conditions set forth in Section 8.1.4 Special Permit Uses of the Salem Zoning Ordinance. C. In cases of flood-proofing or pile construction,certification by a registered professional engineer or architect as to the elevation of flood-proofing measures and as to compliance with the applicable sections of the Massachusetts State Building Code concerned with flood depths,pressures,velocities,impact and uplift forces,and other factors associated with the base flood. Where specific methods or techniques have been previously certified,the Planning Board may waive this requirement. D. Permits:A list of Federal, State,and other local permits required by the applicant. E. Descriptions relative to all conditions applicable in Section IV below. IV.Conditions(Complete those sections indicated 0 by the Building Inspector) In the Flood Hazard District no structure or building,including pipes and wells,shall be erected, constructed, substantially improved,enlarged,or otherwise created or moved and no area shall be paved;no earth or other material shall be stored,dumped,used as fill,excavated,or transferred; unless all the following conditions are found to exist as part of the granting of a Special Permit by the Planning Board(use additional pages if necessary): l3 1. The proposed use will comply in all respects to the uses and provisions of the underlying district in which the land is located. Yes X No 142.There are adequate convenience and safety of vehicular and pedestrian movement within the site and in relation to adjacent streets and property,particularly in the event of flooding of the lot(s)or adjacent lot(s)caused by either overspill from water bodies or high runoff. No parking or buildings within flood zone C�3 3. Utilities,including gas,electricity,fuel,water and sewage disposal,shall be located and constructed so as to protect against breaking, leaking,short-circuiting,grounding or igniting or any other damage due to flooding.(Provide details) All building utilities above flood zone 2of3 N/A ❑4. Where the proposed use will be located within a coastal high hazard area(Zone VE on the FEMA Flood Insurance Rate Maps): a. New structures or substantial improvements shall be located landwards of the reach of mean high tide. Yes—No— b. No_b. The support of new structures or substantial improvements shall not be, in whole or in part,by the use of fill. Yes_No 5. All subdivision proposals must be designed to assure that: a. Such proposals minimize flood damage; Yes X No_ b. All public utilities and facilities are located and constructed to minimize or eliminate flood damage; Yes X No_ c. Adequate drainage is provided to reduce exposure to flood hazards Yes X No V. Procedure The Planning Board shall,within 7 days after the filing of this application,transmit one copy of said application, plans and all other submitted information to the Inspector of Buildings,City Engineer,Board of Health, Conservation Commission and Fire Prevention Officer who may,at their discretion,investigate the application and report in writing their recommendations to the Planning Board.The Planning Board shall not take final action on such application until it has received a report thereon from the Inspector of Buildings,City Engineer,Board of Health,Conservation Commission and Fire Prevention Officer or until thirty-five(35)days have elapsed after distribution of such application without a submission of a report.The Planning Board shall hold a Public Hearing on said application as soon as possible after receiving the above reports,in accordance with Chapter 40A of the Massachusetts General Laws.The Planning Board shall notify the applicant in writing of its decision on the special permit.The decision shall document the proposed development or use and the grounds for granting or refusing the special permit.The Planning Board may,as a condition of approval,require that the applicant give effective notice to prospective purchasers by signs or by recording the special permit at the Registry of Deeds,of the wetland or flood hazard conditions associated with said premises and the steps undertaken by the petitioner or his successor in title to 4eviate the a of same. 139 ove t R alt Trust By i t y Yture f Ap 'cant Signature of Owner(attached consent letter is also acceptable) ph C. Correnti, Esquire Date FEE PAID: 75.00 3 of 3 =` KHALSA DESIGN INCORPORATED i Architects & Engineers 17 Ivaloo Street, Suite 400, Somerville, MA 02143 p.617-591-8682/1. 617-591-2086 MEMO 1tipR 312016 Date: 03/30/2016 TO: City of Salem Planning Board 1, OF PLANtdtM FROM: Khalsa Design Inc. Commutvf 6EVE1 OP 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 'h 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. Project Narrative In Support Of � � ®fl✓�� Site Plan Review Application coob Fpr 1 o ?pis For Boston Street Residential Development b�N <o�tiG& 70-92 '/: Boston Street be`yr .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 Lighting 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 Screening 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. B. 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. Topography 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. Compatibility of Architecture with Surrounding 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 fagade 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 l.la 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. 1.1c 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. I.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 1.3a 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. 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 leg. 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,or seasonal 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 EnerQy 1.4.o—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 projects 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 Y: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 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(N RCC) Entrance Corridor Overlay District (ECOD) Business Highway(B2) Residential Two Family District(R2) 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 44 living 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 fayade 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 steel, brick,siding and glass. A common dog park will be located at the southwest portion of the site and a common gymnasium 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.The 2.5 Historic Buildings,Historical Sites,and Archeological 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 25",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 Supply,Flow,Pressure and Distribution 3.I.o—Describe the groundwater and/or surface water supply 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 Sewerage 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 Drainage Facilities 3.3.o—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.o—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 Disposal 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 recyclabies 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.o—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, 250 leaving)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. 4.1.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 (0.5mi);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(13mi), 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 linear feet of roadway to be publicly maintained and plowed. Response: No public roadways are proposed. 4.5.b—Calculate the linear feet 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. 5.1.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.o—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. S.3 Public Health 5.3.a—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. CITY OF SALEM R E C E'VE MAR 312016 PLANMNG BOARD COMMONOY p ANNING & Ib MSA 31 P 4: 12 CITY OF SALEM APPLICATION FORM f :_E 0' SITE PLAN REVIEW FOR NORTH RIVER CANAL CORRIDOR.Fe�h• Location of Property: Goodhue Street and 70-92 1/2 Boston Street Map& Lot: Map 15, Parcel 299 Owner: 139 Grove Street Realty Trust Applicant: 139 Grove Street Realty Trust Address/POBox: 282 Bennington Street Address/POBox: c/o Joseph C. Correnti, Esquire Boston, MA 02128 Serafini, Darling & Correnti, LLP City, State,Zip Code: City, State,Zip Code:63 Federal Street Telephone: Telephone: Salem, MA 01970 (978) 744-0212 I. Proiect Description: Th eproiect proposes to rehabilitate an existing vacant and dilapitated site into 2 new blildings containing a total of 50 residential dwelling units- Additionally, there will he small comm real /retail mace with parking heig pyniziripri on cir Square footage of parcel: 73,382 Gross Square footage ofstructure(s): 64,246 Square footage of footprint: 22,135 No,of dwelling units: 50 II. Special Permit eligibility: The project applied for is eligible for a Special Permit and meets all of the requirements contained within the Zoning Ordinance under Section 8.4 for use as: ❑ Artist Space ® Residential ❑ Research/Light Manufacturing ® Retail ❑ Other III. Submission Requirements: Application form and attached reports,statements,and narratives: Three(3)hard copies shall be brought by the applicant to the City Clerk to be"date stamped". The City Clerk will retain the original;the remaining two(2)copies shall be filed with the Planning Board by the applicant. Plans and drawings: Three(3)full-size(24"x 36")sets of all plans and drawings and nine(9)half-size(11"x17")sets of all plans and drawing shall be filed with the Planning Board by the applicant. Electronic submission: One(1)electronic copy of all application materials, including the application form and attached reports, statements,and narratives, and all project plans and drawings, shall be filed in.pdfformat with the Planning Board by the applicant. I of 2 l r' s Required Narrative: A brief narrative identifying how the proposed development is in compliance with the Neighborhood Master Plan for the North River Canal Corridor,October 2003. Required Plans and Drawings: A Site Plan stamped and dated by an architect,registered engineer, landscape architect,or other qualified professional,at a scale of 1"=40',(or as established by Planning Board)including all requirements as set forth in Sections 9.5 and 8.4.15 of the Salem Zoning Ordinance: I. Location and dimensions of all buildings and other construction; 2. Location and dimensions of all parking areas, loading areas,walkways,and driveways. 3. Location and dimensions of all internal roadways and access ways to adjacent public roadways; 4. Location and type of external lighting; 5. Location,type,dimensions and qualities of landscaping and screening; 6. Location and dimensions of utilities,gas,telephone,electrical communication,water, drainage,sewer and other waste disposal; 7. Location of snow removal areas; 8. Location of all existing natural features including ponds,brooks,streams,wetlands,and marshes; 9. Existing and proposed topography of the site,with two-foot contours; 10. Conceptual drawings and elevations of all buildings to be erected including elevations showing architectural style; 11. Information on subsurface contamination/toxic material and adequate plans for remediation so that the public health will not be adversely affected; 12. Floodplain information and plans for adequate management of any anticipated problems; 13. Adequate stormwater management plans; 14. Information on the water distribution and sanitary sewer system and plans for any modification necessary to adequately serve the proposed development. As well as the following: I. All existing features of the property relevant to the proposed project including,without limitation; any easements;water,sewer, gas and underground electrical lines;paper streets; conservation areas;wetland or waterways;hazardous waste disposal sites or historical sites. 2. If off-street parking is required by the Ordinance,the Site Plan must show layout and number of parking spaces set aside for the proposed use. Proposed parking layouts must include access ways and buffer zones. 13 Grover Realty Trust E i s e Sig atur of A li ant Signature of Owner(attached consent letter is also acceptable) IJ e C. C rrenti, Esquire arch 31 2016 at ee Date 2 of 2 �rr' CITY-OF SALEM RE CEVED MAR 312016 PLANNIl�IG BOARD coM�uNt°FDLAt4NS a,�OT6 CITY OF SALEM APPLICATION FORM FLOOD HAZARD OVERLAY DISTRICT SPECIAL PERMIT Location of Property: Goodhue Street and 70-92 1/2 Boston Street Map& Lot: Map .15, Parcel 299 Owner: 139 Grove Street .Realty Trust Applicant: 139 Grove Street Realty Trust Address/POBox: 282 Bennington Street Address/POBox: c/o Joseph C. Correnti, Esquire City,State,Zip Code: Boston, MA 02128 City,State,Zip Code Serafini; Darling & Correnti, LL 63 .FederaT Street Telephone: Telephone: Salem, MA 01970 (978) 744-0212 I. Proiect Description: The project,-'proposes to rehabilitate an existing vacant and dilapitated site into 2 new buildings containing a total of 50 resi entiadwe ling units. Additionally, there will be small commercial/retail space with parking being provided on site. II. It has been determined by the Building Inspector that the above property lies in the following area(s): A.Wetlands District: ❑ Wetlands ❑ Buffer Zone B.Flood Hazard District: ❑ Zone A M Zone AE ❑ Zone VE III. Submission Requirements: Application form and attached reports,statements,and narratives: Three(3) hard copies shall be brought by the applicant to the City Clerk to be"date stamped". The City Clerk will retain the original;the remaining two(2)copies shall be filed with the Planning Board by the applicant. Plans and drawings: Three(3) full-size(24"x 36")sets of all plans and drawings and nine(9)half-size(I 1"x 17")sets of all plans and drawing shall be filed with the Planning Board by the applicant. Electronic submission: One(1)electronic copy of all application materials, including the application form and attached reports,statements,and narratives,and all project plans and drawings,shall be filed in.pdfformat with the Planning Board by the applicant A. Required Plans and Drawings: A site plan at a scale of 1"equals 20' prepared by a registered land surveyor or registered professional engineer and showing at least the following: 1.Lot lines within which the development is proposed and the tie-in to the nearest road intersection. I of 3 a 2.The location,boundaries,and dimensions of each lot in question. 3.Two-foot(2')contours of the existing and proposed land surface. 4.Location of existing and proposed structures,water-courses,drainage and drainage easements,means of access,utilities,and sewer disposal facilities including leaching fields,if any. Proposed elevations should be noted. 5.Boundaries of all districts,areas and zones as noted in Section I1. B. A written report describing the proposed development or use relative to each of the conditions set forth in Section 8.1.4 Special Permit Uses of the Salem Zoning Ordinance. C. In cases of flood-proofing or pile construction,certification by a registered professional engineer or architect as to the elevation of flood-proofing measures and as to compliance with the applicable sections of the Massachusetts State Building Code concerned with flood depths,pressures,velocities,impact and uplift forces,and other factors associated with the base flood. Where specific methods or techniques have been previously certified, the Planning Board may waive this requirement. D. Permits:A list of Federal,State,and other local permits required by the applicant. E. Descriptions relative to all conditions applicable in Section IV below. IV. Conditions(Complete those sections indicated Z by the Building Inspector) In the Flood Hazard District no structure or building,including pipes and wells, shall be erected, constructed,substantially improved,enlarged,or otherwise created or moved and no area shall be paved;no earth or other material shall be stored,dumped, used as fill,excavated,or transferred; unless all the following conditions are found to exist as part of the granting of a Special Permit by the Planning Board(use additional pages if necessary): L$1. The proposed use will comply in all respects to the uses and provisions of the underlying district in which the land is located. Yes X No 142. There are adequate convenience and safety of vehicular and pedestrian movement within the site and in relation to adjacent streets and property,particularly in the event of flooding of the lot(s)or adjacent lot(s)caused by either overspill from water bodies or high runoff. No parking or buildings within flood zone IN 3.Utilities, including gas,electricity,fuel,water and sewage disposal,shall be located and constructed so as to protect against breaking, leaking,short-circuiting,grounding or igniting or any other damage due to flooding.(Provide details) All building utilities above flood zone 2 of 3 ' N/A ❑4. Where the proposed use will be located within a coastal high hazard area(Zone VE on the FEMA Flood Insurance Rate Maps): a. New structures or substantial improvements shall be located landwards of the reach of mean high tide. Yes—No— b. No_b. The support of new structures or substantial improvements shall not be, in whole or in part,by the use of fill. Yes—No- 5. es_No5. All subdivision proposals must be designed to assure that: a. Such proposals minimize flood damage; Yes X No_ b. All public utilities and facilities are located and constructed to minimize or eliminate flood damage; Yes X No c. Adequate drainage is provided to reduce exposure to flood hazards Yes X No V.Procedure The Planning Board shall,within 7 days after the filing of this application,transmit one copy of said application, plans and all other submitted information to the Inspector of Buildings,City Engineer,Board of Health, Conservation Commission and Fire Prevention Officer who may,at their discretion,investigate the application and report in writing their recommendations to the Planning Board.The Planning Board shall not take final action on such application until it has received a report thereon from the Inspector of Buildings,City Engineer,Board of Health,Conservation Commission and Fire Prevention Officer or until thirty-five(35)days have elapsed after distribution of such application without a submission of a report.The Planning Board shall hold a Public Hearing on said application as soon as possible after receiving the above reports,in accordance with Chapter 40A of the Massachusetts General Laws.The Planning Board shall notify the applicant in writing of its decision on the special permit.The decision shall document the proposed development or use and the grounds for granting or refusing the special permit.The Planning Board may,as a condition of approval,require that the applicant give effective notice to prospective purchasers by signs or by recording the special permit at the Registry of Deeds,of the wetland or flood hazard conditions associated with said premises and the steps undertaken by the petitioner or his successor in title to 4eviate the a of same. 139 ove t R alt -Trust 7By i t 14y `gn ure f APR—Cant Signature of Owner(attached consent letter is also acceptable) Vate ph C. Correnti, Esquire Date FEE PAID: 75.00 3 of G1�cp sl�� Project Narrative In Support Of I �Cj Ilv� Site Plan Review Application , For �-Ai 312815 Boston Street0-92 '/: Boston StDreetlopment °p'�Muti,°yoevEioaMENr .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 Lighting 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 Screening 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. Topography 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. Compatibility of Architecture with Surrounding 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 t/: 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 1.10 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.Ic 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. l.ld 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. 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 theP ermanent 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,or seasonal 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 EnerQy 1.4.o—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.I.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(O.Smi). 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 y: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 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 44 living 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 steel,brick,siding and glass. A common dog park will be located at the southwest portion of the site and a common gymnasium 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.The 2.5 Historic Buildings, Historical Sites,and Archeological Sites 1.5.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 lune 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 Supply,flow, Pressure and Distribution 3.1.a—Describe the groundwater and/or surface water supply 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 Sewerage Connection, Distribution,and Facilities 3.2.o—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 Drainage 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 Disposal 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.o—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, 250 leaving)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.I.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. 4.1.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 linear feet of roadway to be publicly maintained and plowed. Response:No public roadways are proposed. 4.5.b—Calculate the linear feet 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.I.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. 5.1.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.a—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 INCORPORATED Architects & Engineers 17 Ivaloo Street, Suite 400, Somerville, MA 02143 p.617-591-8682/1. 617-591-2086 t?�w MEMO Date: 03/30/2016 TO: City of Salem Planning Board FROM: Khalsa Design Inc. Subject:Boston Street Residential Development-70-92 %z 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 '/,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 facade 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. PROPOSFO Pt ANT L Sr KEY QTY LOIN NAME COMMON NAME SIZE NOTES TREES BN 5 Betub nigre'Hends, Heritage Rear Blmh 3-3.5 mi, B&Bl stem CC 3 Cercls anadenps Redbud 2.5-3"a1. B&B Cj I Cercidiplb lam ppooicum'Red FoxRed Fox Katauretree 2.5-3"a1. si.oaUB GT 16 Gledhsh triaanthos wr.inevnb Common Thomless Honeylocust 2.5"-3-cal. B&B MD 6 Ma1us'Golden Rairl Golden Raindrops Cabapple 2.5-3"a1. B&B MB 5 Magnolia'BuaeAiei Buaeny Magnolia 25-3"d. B&Blaingle seem LT 2 Linidendron tullpdea Tuliptree 3-35"al. B&B QC 5 Quercus coccina Scarlet Oak 3-3.5"a1. B&B PS 8 Pinus zvobus White Pme B-10 lit. B&B TT 4 Tits tomentoa American Linden 3-35"0l. B&B - TP 7 Thga pliack Green Giant' Green Giant Arborvitae 74 In. B&B SHRUBS CA 27 Cletha slmfoba Summ axweet #5 Pot CS 18 Comms onlookers Red Dawn' Red pawn Dogwood 45 Pot HA 50 Hydcangea arboresrens'Annabelle' Annabelle Hydrangea #5 Pot HP 14 Model anemia petiolaris Climbing Hydrangea as Pot IG 40 no.gIabm Inkberry #5 Poll In. IM 14 Ilex meserne'Blue Princess' Meserve Holly 48"ht 2 shall be male IV 25 Ilex vereallaa'Sparkleberry Sparl,eberry Winterben, 24"ht 2 shall be male KL 3 Ki lmh laWol'a Mountain laurel 30"Wage MP 13 Mynapeardwila'Bobzam' Bobsled Bryber, 30"bt RA 32 Rhus annam.L.Gro' Lo Gro St. #3 Pot PC 19 Rhododendron otawbienee Catawba Rhoda 36"ht RO IB Rhododendron chimeric, won,Rhode 30 ht S8 23 Samoa bumalrb'AnthorryWa[erer AnVaciny3 arner Spires #5 Pot 9 19 Steplanandim incia'Cnspir Cutled Steplanandra #5 Pot SI 21 Spirits japon a'LiNe Princess I-Pde Princess Spire #5 Pot M82 W 15 Synnga vulgaris Common Lilac 36 ht TB 23 Tame x media'Demgormii Yew, 24"in,Not 3'o.c.splem, GRASSEWINESrPERFNNIAIS retaining curb AM 57 Achille m illfollum'Dezert Eve' Yellokyarrow, #2 Por special paving at entrance + / Stepped seatWall AK 6Attend. ikv timdh Wad Hardy Kiwi 95 Pat(one shall be male) CF 49 Cabmagroses x acuu0oa'Karl Faerster' Father Reed Gass #2 Po[ eta B sem da rirgieiana Virgin B.—esYme #3 For s. HB 8 Hedea bel 'Baltic Baltic hy 41 Pot City Parking Lot MP-3,I13-5 < MM 8 Nepeshuzmodelsagar's Lo Light ManningLi�[Misan[M1us #3 Pot S \ I NW 7 Nepe[a fassenii'Walker's Low' Catmint #2 Po[ G PQ 24 Pathenocasus qulnquefolm V,,mt Creeper 93 Po[ MP-3,NW-7 O O PS-5 r x a N S ,.R GT-5 trellises at garage with PQ-12, gr. tp r CV-8,HB-8 -�� ^^\\ CA-27,IG-35.IV-25 N-3 BN-2 x y 'rv. _ LT-2 � Proposed Residences at � unit paving at entry p sidewalks 70-92 Boston Street l>^. QC-2 - _ a � shrubs on top l walls: } + SI-19, RC-19, A-27, _ T.ti� CS-18,RA-32 Sill.11IM-14 5B-18,78-20,MM-8,AM-16 y \� TP-5 � - _ PQ-12 GT-3 � f � r �' M4 Dog Park �> ` uni[ vin around central court 6'ht.wood fent lose ng r u g property line �+' raised Q' and front entries ' `r ' '=LL t t crossing 2 .t T _ e_ 6'ht wood fence with vines MD-3 a.a with .,7 M --.e, \ along property line - j s•,r• L!•"'+._.a".. � especial �.• �• x '• TT-4 .� paving �.. + - '`... ' � Gree s{reen rs v�h V nes 4 ,..t QICPI V \^ate✓ 2 FA -S7,AK-6 MP-7 PS-3 ' ^+` Proposed t . .} } GT-5 CJ-1 B-3,SB-5 RO-3,KL-3 4.� ) { r- QC-I r. special paving at entrance ( � Townhomes r MDs _J CC-3 I t- a foundation plantings: ".. E l 7 ! r� sea RO-15,SJ-21 •---a � ' -�. -� - ;,,�,� t — � � — _ _ ��� site identity sign __ ties._� F- y w4 s � =— �.. y �' � � �°V"- _.✓+.�- 1 �; + t - ` 42'•h{metal picket fence a[top"' �a..�+ • QC- MB-3 y GT-4of wall where wall exceeds 2'ht B O S T O N S T R E E T ,, - -' ,Ne. 36"htwhite picket wood fence and HP-14 - gates at entries to[ownhonnes ro '+� SSclultY-2D-D' FI1..�1 Blair Hines Design Proposed Residences at 70-92 Boston Street Salem, MA e s1Y 20 so �--�] 'Associates LAND5CAPL ARChll f[cT5 Illustrative Landscape Plan May 10, 2016 . - PROJECT NAME BOSTON ST RESIDENCES ••,— ••� -_- — _!^ '_ - —•`• T — PROJECT ALNME55 GOODHUE ST&70m92 1/2 BOSTON ST, SALEM, MA CLIENT '' LAR PROPERTIES, . .,...-. LLC } ARCHITECT I ` KHALSA DESIGN INC. I k 1 c r t 8 I Y III 17 SVALOO STREET SUITE 4W OMERVILLE,MA 02143 TELEPHONE:617(SIE FAY:617691ID65-- n V•+� Y Ae CONSUETAMS: � 4 � .a L ) • M1 Fat e 4 _ t • m g x .' . _- + T �' 2 S Y -- ;'FSR- c-B�ai1P.'. •4a.' gyp TAX SE OPPTimx LE RZPN;µ000 A *' , F.• y .. . �v �y� 'y,y tea' 'f�,�-y_, REmuN THE SOL OF THESE PANS OR AN N 'ti • -1... 'Ty-w....' �" NESCNINC.USE OOFTION OF THIS OR LGN FOAM OF i •_ , '� +s '. ' ,� .tt� -RAy NN110LEOR NOPMT FNOXIVT EXPRESS y A """� �' `•+ >M X' SHALL NCONSENT OLT IN TS PROHBTEOM'O H SXLLECUTION XTHEFVLIESi E%TENT OF " PROSECUTION VXOE lAW z R IT REGISTRAl10N - t Egeoanc ,.t. - "Its/!� !I L Y \ y, �L 1 �i W ems_ �4. • _ mma. 15081 B All a t OS10.2018 ±� T'OwLiM. r a - ;,w�..,.ex^ a ,.. - 'grr �t�A _.�ana�+.c oma.,,Ny TMC £ g r y e ,'°`"Mw ,+s Y '.� wIn �"�: CnmL ' JSK o c a £ d 'H,Wfys H#cuesr.�., s„2,M...ax .yL �C. M,•+ REVISIONS fir«^ro" t �.a"'�w4wwwp.: PI g , Rs*.. 41 k », < 4+eaws y;n•' ,.. �{. fi. i 1CV��>V�����`AAA�Y �•A��A���ti �rAV�� e ^ �,,,,}} "FS'WYbt4'? y�Ti'., S1. ^t4 w �.k k`l �' p`✓q �" #. �X V A`# 9"%iw 3 A.....y.�^�¢"`"J.a �ry3jK} Y L S �c s 1� V PERSPECTIVE VIEW OF BOSTON STREET ENTRANCE Perspective View F AV-4 BOSTON ST RESIDENCES d `[Z. S E; w sl- S?P, Dept CITY OF SALEM PLANNING BOARD REQUEST FOR REVIEW COMMENTS DATE: 04/01/2016 TO: ( UI-LDING-COMMISSIONER O CONSERVATION COMM _)B ( ) CITY ENGINEER ( ) FIRE PREVENTION ( ) BOARD OF HEALTH ( ) SCHOOL DISTRICT ( ) DISABILITIES COMMISSION ( ) POLICE DEPARTMENT ( ) DEPARTMENT PUBLIC SERVICES ( ) MASS IN MOTION Attached please find the application referenced below. The Planning Board requests that you review this application relative to the Zoning Ordinance and MGL Chapter 41. We would appreciate your completing the form below and returning it to Amanda Chiancola, she can be reached by phone at 978- 619-5691 or email at achiancolana salem.com. O Preliminary Subdivision Plan O Definitive Subdivision Plan ( ) Stormwater Management Permit ( ) Waiver from Frontage ( ) Drive-Through Special Permit ( ) Cluster Development ( ) Planned Unit Development �� Site Plan R w O Business Park Development District O Wireless Communication Facilities Special Permit (� North River Canal Corridor Mixed UseDistrict Special P1 P xerxut 'N Flood Hazard District Special Permit` APPLICANT: 139 Grove Street Realty Trust PROJECT NAME &ADDRESS: 70-921/2 Boston Street (Flyntann) CONTACT PERSON: Amanda Chiancola COMMENTS DUE: Requested by 4/20/2016 for the 4/21/2016 hearing. (� CONCUR WITH PROPOSAL (Explain on reverse side) O NEED MORE INFORMATION (Explain on reverse side) O CANNOT CONCUR WITH PROPOSAL (Explain on reverse side) ( rZENTS INCLUDED Reviewer's Signature Title Date 120 WASHINGTON STREET, SALEM,MASSACHUSETTS 01970 - PHONE 978.619.5685 - FAX 978.740.0404 W W W SALEM.COM CITY OF SALEM PLANNING BOARD 26'A SEP 22 P Q' 58 CLERK. SALEM.MASS. Decision September 15, 2016 Site Plan Review and Special Permits under the North River Canal Corridor Neighborhood Mixed Use District and Flood Hazard Overlay District On Aril 21 201 April 6, the Planning Board of the City of Salem opened a Public Hearing for a Site Plan Review, Flood Hazard Overlay District Special Permit, and Special Permits associated with the North River Canal Corridor Neighborhood Mixed Use District (NRCC) to allow the removal of three (3) structures on the property, the construction of 50 residential dwelling units within two (2) separate buildings and a commercial retail space with parking provided on the site located at 70-92 %2 Boston Street (Map 15, Lot 299&Map 16, Lot 139). The petitioner requests the following Special Permits to reflect the plans as referenced: 1. Special Permit per Sec. 8.4.5 (4.4) of the NRCC to allow multi-family residential uses as primary uses m townhouse,row house, flats or multi-story arrangements. 2. Special Permit per Sec. 8.1.4 to allow construction within the Flood Hazard Overlay District. The Public Hearing was continued to May 5, 2016, May 19, 2016, June 2, 2016, June 16, 2016, July 7, 2016, July 21, 2016, September 1,2016 and September 15, 2016. In considering approval of the NRCC Site Plan Review, the Planning Board finds that the development meets the goals of the North River Canal Corridor Plan, as stated in the Salem Zoning Ordinance, as follows: 1. Create appropriate development while preserving our historic neighborhood character: The proposed project was unanimously recommended for approval by the Salem Design Review Board (DRB) on June 22, 2016. The DRB's role is to review proposals to ensure they are designed to complement and harmonize with adjacent land uses with respect to architecture, scale, landscaping and screening. In a recommendation letter to the Planning Board dated June 30, 2016 the DRB details how the applicant satisfactorily addressed design issues. 2. Address transportation issues for existing and new developments: The use of the site does not result in a significant increase to traffic volumes. Pedestrian improvements along Grove Street to encourage the urban village concept, the curb cut was strategically placed with enough site distance from adjacent development and due consideration to Boston Street traffic. Design elements for the ease and safety of pedestrian access to and around the site have been integrated into the plans. 3. Enhance the public realm in keeping with our unique neighborhood character: The proposal improves the sidewalks and the streetscape experience along Boston Street, Goodhue Street, and Grove Street in front of the project site. Accordingly, the project will enhance the public realm in keeping with the unique neighborhood character. In considering approval of the NRCC Special Permits, the Planning Board finds that based on submitted reports, project plans, visual analysis and site investigation, the proposed project complies with the North River Canal Corridor Neighborhood Master Plan, as follows: 1. Redevelops a key site in the NRCC, the former Flynntan site. 2. Supports the creation of an "Urban Village," as articulated in the Master Plan. The proposed development adds to the vitality of the area through its active, mixed-use development, including housing and retail. 3. Buildings are appropriate in scale and meet the height requirements of the NRCC zoning. 4. Improves the sidewalks and pedestrian environment on Boston, Grove and Goodhue Streets along the project site through improvement of sidewalks and landscaping. 5. The NRCC vision statement states, "Create new housing opportunities that encourage a range of housing types and affordability". The proposed housing includes 10% affordable units. NRCC Special Permits and Density Bonus The Planning Board considered the requested Special Permit under the NRCC Mixed Use District, Section 8.4.5(4.4), Residential Uses: Except by Special Permit, Multifamily residential uses as primary uses in townhouse, row house,flats or multistory arrangements: a. Multifamily residential uses abut a residential use. A multifamily use totally surrounded by nonresidential uses is not permitted. i. The subject property is located directly across Goodhue Street from 28 Goodhue Street, another apartment building. In addition, there are residential uses located on the abutting northwest parcels. As such, the multifamily use abuts residential uses. b. The board finds that the multifamily residential uses retain first floor commercial use along the street. i. A commercial retail space is located on the first floor of the Goodhue Street side of the building. c. Each unit shall have a separate exterior first floor entrance if located within 100 feet of a residentially used parcel in an abutting zoning district. d. The multi-family building as proposed is within 100 feet of a residentially used parcel in an abutting zoning district. The townhouses each have first floor entrances. 2 I The Planning Board considered the request to grant five (5) Density Bonus housing units under the NRCC Mixed Use District, Section 8.4.11(2): a. Pursuant to condition 8.a. Affordable Housing Units, five (5) housing units will be set aside as affordable housing units. A density bonus of five (5) housing units will not exceed 25 percent of the maximum number of units permitted, and the density bonus is not, in the aggregate, more than one and one half of the maximum number of units permitted in the district. Therefore, the Planning Board awards five (5) density bonus units. Flood Hazard Overlay District Special Permit Pursuant to Section 8.1.2.2.(a) of the Salem Zoning Ordinance, the FHOD includes all special flood hazard areas within the City of Salem designated as Zone A, AE, or VE on the Essex County Flood Insurance Rate Map (FIRM) issued by the FEMA. A small portion of the site is within Zone AE. Therefore, in considering approval of the Flood Hazard Overlay District Special Permit, the Planning Board hereby makes the findings for the portion of the site within the FHOD pertaining to the Flood Hazard Overlay District Special Permit Application as follows: a. The proposed uses comply in all respects to the uses and provisions of the underlying districts in which the land is located. i. The subject property is located in the North River Canal Corridor, an area designated for urban village of mixed uses. The project complies in all respects to the uses and provisions of the underlying district in which the land is located. b. There is adequate convenience and safety of vehicular and pedestrian movement within the site and in relation to adjacent streets and property, particularly in the event of flooding of the lot(s) or adjacent lot(s) caused by either overspill from water bodies or high runoff. i. The proposed stormwater management system is effective for mitigating the peak flow rates of runoff from the limit of the watershed analysis for 2, 10, 25, and & 100 year storm events. ii. All utilities are designed based on standard engineering practices and applicable standards. Utilities, including gas, electricity, fuel, water and sewage disposal, shall be located and constructed so as to protect against breaking, leaking, short- circuiting, grounding or igniting or any other damage due to flooding. c. Where the proposed use will be located within a coastal high hazard area (Zone VE on the FEMA Flood Insurance Rate Maps), the Planning Board shall also find the following conditions to be fulfilled: New structures-or substantial improvements shall be located landward of the reach of mean high tide. The support of new structures or substantial improvements shall not be, in whole or in part, by the use of fill. i. There are no proposed uses within the VE zone as mapped by FEMA on the site. 3 The Public Hearing was closed on September 15, 2016. At a regularly scheduled meeting of the Planning Board held on September 15, 2016, the Board voted seven (7) in favor (Matt Veno (Vice-Chair), Carole Hamilton, Bill Griset, Dale Yale, Kirt Rieder, Noah Koretz, Helen Sides) in favor and none opposed, to approve the application of 139 GROVE STREET REALTY TRUST for a Site Plan Review, Flood Hazard Overlay District Special Permit, Special Permits associated with the North River Canal Corridor Neighborhood Mixed Use District in accordance with the following sections of the Salem Zoning Ordinance: Section 9.5 Site Plan Review; Section 8.1 Flood Hazard Overlay District; Section 8.4 North River Canal Corridor Neighborhood Mixed Use District; and a Stormwater Management Permit in accordance with Salem Code of Ordinances Chapter 37 for the property located at 70-92 '/2 Boston Street (Map 15, Lot 299 & Map 16, Lot 139). Specifically, the application is for the redevelopment of the former Flynntan site consisting of removal of three structures on the property, the construction of 50 residential dwelling units within two (2) separate buildings and a 736 square foot commercial retail space with parking provided on the site, subject to the following conditions: 1. Conformance with the Plans a. Work shall conform to the following Project Plans listed below with architectural design plans and illustrative landscape plans entitled "River Rock Residences & Retail 70-92 '/2 Boston Street, Salem, MA" prepared by Khalsa Design and Blair Hines Design Associates for LAR Properties, LLC; Civil Plans entitled "River Rocks Residences, Goodhue Street & 70-92 %2 Boston Street Salem, MA,prepared by William & Sparages. Sheet Title Prepared By: Last Revised: Cover River Rock Residences & Khalsa Design Inc. 9/16/2016 Retail A -020 Proposed Site Plan @ Khalsa Design Inc. 9/16/2016 Garage Level A-021 Proposed Site Plan @ I" Khalsa Design hic. 8/25/2016 Floor A-022 Enlarged Site Plan @ Khalsa Design Inc. 8/25/2016 Goodhue St. Entry A-100 Schematic Garage Floor Khalsa Design Inc. 8/25/2016 Plan A-101 Schematic 1"Floor Plan Khalsa Design Inc. 8/25/2016 A-101 Schematic 2" Floor Plan Khalsa Design Inc. 8/25/2016 A-102 Schematic 3 Floor Plan Khalsa Design Inc. 8/25/2016 A-104 Schematic Roof Plan Khalsa Design Inc. 8/25/2016 4 Sheet Title Prepared By: Last Revised: A-105 Townhouses-Schematic Khalsa Design Inc. 8/25/2016 Floor Plans A-3000 North &West Elevations Khalsa Design Inc. 8/25/2016 A-301 South & East Elevations Khalsa Design Inc. 8/25/2016 A-302 Townhouse Exterior Khalsa Design Inc. 8/25/2016 Elevations A-303 Enlarged Exterior Khalsa Design Inc. 8/25/2016 Elevations A-400 Site Section Khalsa Design Inc. 8/25/2016 AV-I Neighborhood Photos Khalsa Design Inc. 8/25/2016 AV-2 Perspective Views Khalsa Design Inc. 8/25/2016 AV-3 Perspective Views Khalsa Design Inc. 8/25/2016 AV-4 Perspective Views Khalsa Design Inc. 8/25/2016 AV-5 Locus Plan Khalsa Design Inc. 8/25/2016 L-1 Proposed Residents at 70- Blair Hines Design 9/16/2016 92 Boston Street Salem, Associates MA Illustrative Landscape Plan L-2 Boston Street Residences Blair Hines Design 8/25/2016 Salem, MA Associates Tree Plantings L-3 Boston Street Residences Blair Hines Design 8/25/2016 Salem, MA Associates Fences, Greenscreens, Seatwalls Civil Plans: Sheet Title Prepared By: Last Revised: C-1 Location Plan William & Sparages 8/24/2016 C-2 Existing Conditions Plan William & Sparages 8/24/2016 C-3 Site Plan William& Sparages 8/24/2016 C-4 Layout Plan William & Sparages 8/24/2016 C-5 Layout Plan William & Sparages 8/24/2016 5 Sheet Title Prepared By: Last Revised: C-6 Utility Plan William & Sparages 8/24/2016 C-7 Photometric Plan William & Sparages 8/24/2016 C-8 Details Plan William & Sparages 8/24/2016 C-9 Details Plan William & Sparages 8/24/2016 C-10 Details Plan William & Sparages 8/24/2016 2. Amendments a. Any amendments to the site plan shall be reviewed by the City Planner and if deemed necessary by the City Planner, shall be brought to the Planning Board. Any waiver of conditions contained within, shall require the approval of the Planning Board. 3. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. 4. Lighting a. No light shall cast a glare onto adjacent parcels or adjacent rights of way. b. A final lighting plan shall be submitted to the City Electrician for review and approval prior to the issuance of a building permit. 5. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the developer, his successors or assigns. b. Winter snow in excess of snow storage areas on the site shall be removed off site. c. Maintenance of all landscaping shall be the responsibility of the applicant, his successors or assigns. d. The applicant, his successors or assigns, shall guarantee all trees and shrubs for a two- year period. 6. Design Review Board a. The applicant shall submit final construction plans to the Design Review Board (DRB) for its review prior to the issuance of a building permit. b. A detailed plan for site and building lighting, to include both specifications and locations of lighting fixtures, shall be submitted to the Department of Planning and Community Development for review and approval by the DRB prior to issuance of a building permit. c. All plans, materials and color samples shall be in accordance with those submitted and approved by the DRB on June 22, 2016. 6 d. The owner, developer or assignee shall apply for a sign permit through the Department of Planning and Community Development for DRB review. All future changes to signage and/or proposed installation of signage for retail tenants, shall be reviewed and approved administratively by the Department of Planning and Community Development. All signage shall conform to the City of Salem's Sign Ordinance and NRCC zoning code requirements. 7. Conservation Commission a. All work shall comply with the requirements of the Salem Conservation Commission b. The applicant shall receive all necessary approvals from the Salem Conservation Commission. 8. Affordable Housing Units a. Five housing units shall be set aside as affordable housing units. The Applicant shall place an Affordable Housing Restriction on these five (5) housing units in the form acceptable to the Commonwealth Department of Housing and Community Development (DHCD). The restrictions shall be in accordance with the eligibility criteria for DHCD's Subsidized Housing Inventory for the purpose of ensuring that the five (5) dwelling units will be restricted as affordable housing for households whose annual incomes are eighty percent (80%) or less of Area Median Income ("Low Income Households") with a sales or rental price affordable to said households as determined by DHCD for a period of ninety nine (99) years from the date of the original conveyance. The Affordable Housing Restriction(s) shall be registered with the Essex South Registry of Deeds. 9. Traffic Mitigation a. Proposed plans and details of the mitigation measures below are to be submitted for review by the City Engineer, City Electrician, City Planner, and the Traffic Division of the Salem Police Department. b. The owner shall reconstruct the sidewalk along the Boston Street frontage with concrete prior to the issuance of a Certificate of Occupancy. c. The owner shall provide one(1) bicycle parking space for every ten(10)vehicle spaces. 10. Maintenance of Stormwater System a. Applicant is to submit an Operations and Management Plan for the stormwater system, including a narrative describing the frequency of cleaning and maintenance of catch basins and Stormceptors and clearly define responsible party for maintenance,prior to the issuance of a building permit. 11.Board of Health a. The owner shall comply with the following specific conditions issued by the Board of Health: 7 b. The individual presenting the plan to the Board of Health must notify the Health Agent of the name, address, and telephone number of the project(site) manager who will be on site and directly responsible for the construction of the project. c. If a DEP tracking number is issued for this site under the Massachusetts Contingency Plan, no structure shall be constructed until the Licensed Site Professional responsible for the site confirms that the site meets the DEP standards for the proposed use. d. A copy of the Licensed Asbestos Inspector's Report must be sent to the Health Agent. e. A copy of the Demolition Notice sent to the DEP, Form BWPAO6, must be sent to the Health Agent. f The developer shall give the Health Agent a copy of the 21 E report. g. The developer shall adhere to a drainage plan as approved by the City Engineer. h. The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction, demolition, and/or blasting and shall send a copy of the exterminator's exterminator's survey report, treatment plan and treatment reports to the Health Agent. i. The developer shall maintain the area free from rodents throughout construction. J. The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construction. k. The developer shall submit to the Health Agent a written plan for containment and removal of debris, vegetative waste, and unacceptable excavation material generated during demolition and/or construction. 1. The Fire Department must approve the plan regarding access for fire fighting. in. Noise levels from the resultant establishment(s) generated by operations, including but not limited to refrigeration and heating, shall not increase the broadband sound level by more than 10 dB(A) above the ambient levels measured at the nearest abutting residential property line. n. The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project. o. The resultant establishment shall dispose of all waste materials resulting from its operation in an environmentally sound manner as described to the Board of health. p. The drainage system for this project must be reviewed and approved by the Northeast Mosquito Control and Wetlands Management District. q. The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above conditions have been met. 12. Fire Department a. All work shall comply with the requirements of the Salem Fire Department. b. The developer/owner shall review locations of hydrants and fire department connections with the Salem Fire Department prior to issuance of a building permit. 8 c. Developer/owner shall prepare a Fire Apparatus Access Plan for review and approval of the Salem Fire Department prior to issuance of a building permit. d. The developer/owner shall install pavers at grade in the Boston Street turnaround, in accordance with the Fire Apparatus Access Plan, dated August 24, 2016, by William & Sparages,prior to the issuance of a Certificate of Occupancy. 13. Building Inspector a. All work shall comply with the requirements of the Salem Building Inspector. 14. Utilities a. Underground utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. 15. City Engineer a. All work shall comply with the requirements of the City Engineer. b. The Developer/Owner shall amend the Operation & Maintenance Plan in the stormwater report to include inspection and maintenance of catch basins to four (4) times per year prior to issuance of a Certificate of Occupancy. c. Developer/Owner shall conduct testing of stormwater runoff from the site twice (2) a year and document findings to demonstrate compliance for five (5) consecutive years that the stormwater management system complies with Final Pathogen TMDL of the North Coastal Watershed (CN 155.0). Findings of each test shall be submitted to the City Engineer for review. If findings demonstrate non-compliance, the Developer/Owner shall implement alternative mitigation measures and demonstrate compliance. d. Developer/Owner shall provide an electronic copy of a Stormwater Pollution Prevention Plan (SWPP) to the City Engineer and Department of Planning and Community Development Conservation Commission prior to issuance of a building permit. e. Prior to building permit issuance, the applicant shall coordinate with the City Engineer to review any service piping that extends to the street encountered during construction of the foundation and/or site work. Existing utility services encountered onsite that have not been abandoned shall be discontinued in accordance with the City of Salem Engineering Department requirements, prior to issuance of building permit. f The applicant shall submit a final roof design for review and approval by the City Engineer prior to building permit issuance. The final plan shall show that the roof runoff will be collected by proposed roof drains and will discharge directly into the existing drainage system. 16. Clerk of the Works a. A Clerk of the Works shall be provided by the City, at the expense of the applicant, his successors or assigns, as it deemed necessary by the City Planner. Notwithstanding the foregoing, the parties acknowledge the Project shall be subject to controlled construction, 9 which requires oversight by licensed engineered and architects. Accordingly it is the understanding of the Board, the City Planner and the Applicant that the Clerk of the Works is expected to oversee and review all civil/site improvements related to the project located within the public way, including all utility connections to publicly owned infrastructure. It is also mutually understood that the expense associated with the Clerk of the Works shall be for a reasonable number of hours and at a customary rate of service. b. The applicant shall submit a construction plan to the City Planner prior to starting work. c. The construction plan will be incorporated into the Clerk of the Works Task Order. No work shall start prior to an approved task order for these services. 17. Construction Practices a. All construction shall be carried out in accordance with the following conditions: i. All provisions in the City of Salem's Code of Ordinance, Chapter 22, Noise Control, shall be strictly adhered to. ii. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of demolition and construction of the project. iii. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00 PM. There shall be no drilling, blasting or rock hammering on Saturdays, Sundays, or holidays. Blasting shall be undertaken in accordance with all local and state regulations. iv. All construction will occur on site; no construction will occur or be staged within City right of way. Any deviation from this shall be approved by the Department of Planning& Community Development prior to construction. V. A construction traffic management plan and schedule shall be submitted to the Department of Planning & Community Development for review and approval prior to the issuance of a building permit. vi. Any roadways, driveways, or sidewalks damaged during construction shall be restored to their original condition by the applicant. vii. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they leave the site. viii. All construction shall be performed in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. ix. All construction vehicles left overnight at the site, must be located completely on the site. X. All construction activities shall be in accordance with the "Salem Police Station Construction Management Plan". 10 xi. All construction shall take place under the direction and supervision of a Licensed Site Professional in compliance with the rules and regulations of the Massachusetts Department of Environmental Protection. xii. The applicant shall promptly notify the Board of Health of any environmental condition encountered during construction that may adversely impact the abutters to the site. 18. As-built Plans a. As-built plans, stamped by a Registered Professional Engineer, shall be submitted to the Planning Department and Engineering Department prior to the issuance of the final Certificate of Occupancy. 19. Violations a. Violations of any condition shall result in revocation of this permit by the Planning Board,unless the violation of such condition is waived by a majority vote of the Planning Board. I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Planning Board. The Special Permit shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty(20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record is recorded on the owner's Certificate of Title. The owner or applicant, his successors or assigns, shall pay the fee for recording or registering 24a,Z(" /E Matt Veno Vice Chairman 11 CITY OF SALEM ASSESSOR'S CERTIFICATION OF ABUTTERS AND "PARTIES IN INTEREST" BOARD/COMMISSION: Planning Board PROJECT SITE: 70-92.5 Boston St DESCRIPTION OF REQUIREMENT: Parties in Interest: The applicant Abutters Owners of land opposite any street or way Abutters within 300 feet Planning boards of abutting cities and towns J Assessor's Certification on Applications to the PLANNING BOARD for Site Plan Review, Waivers of Frontage,Wetlands and Flood Hazard Special Permits,Wireless Communications Special Permits,Cluster Development Special Permits,Planned Unit Development Special Permits, and Business Park Development Special Permits. This is to certify that the time of the last assessment for taxation made by the City of Salem, the names and addresses of those listed on the attached sheets are "parties in interest" (as defined by Massachusetts General Law Chapter 40A, Section l 1) to the parcel(s) of land listed above as the project site. Assessor's Signature: Date: s Number of initialed pages attached: Once Certified, Return to: Department of Planning and Community Development r . bq nP�5ate+= �r"f ..!i h'� s .,i r, ,.... .. " N#rr.' eCb 3°1•k}.. . . .i Sr>u� ` .'f"Stir '4an '' ...i '. P8g010f.1 .fs G x -a vs s,wP@"y`"rs r iSr.. fm.'v,v"s ��..,lsw, 1�'„ ,I;'r �u+ V i ,.d.'7*:'>nd.: :e., � " i. ss.. ParcellD Location Owner Co-Owner Mailinq Address Citv State Zip 15-0286-801 69 BOSTON STREET U1 MOURNING KEVIN SHAHIN SARAH 69 BOSTON STREET U1 SALEM MA 01970 15-0286-802 69 BOSTON STREET U2 GARNER CHADWICK A EPPLEY DAVID W 69 BOSTON STREET U2 SALEM MA 01970 End of Report �`J 1 Y Parcel ID: 15-0286-801 Parcel ID: 15-0286-802 Parcel ID: 16-0233-801 MOURNING KEVIN GARNER CHADWICK A SACCO PAMELA SHAHIN SARAH EPPLEY DAVID W 17 JACKSON AVENUE 69 BOSTON STREET U1 69 BOSTON STREET U2 PEABODY,MA 01960 SALEM, MA 01970 SALEM,MA 01970 Parcel ID: 16-0233-802 Parcel ID: 16-0233-803 Parcel ID: 16-0233-804 FROMETA YANIER FROMETA YANIER FROMETA YANIER 10 BEAVER STREET U4 10 BEAVER STREET U4 10 BEAVER STREET U4 SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 Parcel ID: 15-0218-801 Parcel ID:15-0218-802 Parcel ID: 15-0276-0 LAMBERT MICHAEL J KNIGHT SAMANTHA BELESIS MARIA P LAMBERT SHARON M 95 BOSTON STREET UNIT 2 12 LUCIA ROAD 20 GLEN DRIVE SALEM, MA 01970 MARBLEHEAD, MA 01945 HUDSON, NH 03050 Parcel ID: 15-0568-801 Parcel ID: 15-0568-802 Parcel ID: 15-0568-803 MITCHELL AMYL CIASULLI DAVID TENORIO MARGIE S SWANSON R.BRUCE CIASULLI TRICIA B 18 PUTNAM ST U3 18 PUTNAM ST U1 18 PUTNAM STREET U2 SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 Parcel ID: 15-0568-804 Parcel ID:15-0289-801 Parcel ID: 15-0289-802 FERRER JOSEPH C GALBER SCOTT GALBER SCOTT 18 PUTNAM STREET UNIT 15 ICE HOUSE LANE 15 ICE HOUSE LANE SALEM, MA 01970 ESSEX, MA 01929 ESSEX, MA 01929 Parcel ID: 15-0289-803 Parcel ID: 15-0289-804 Parcel ID: 15-0289-805 GALBERSCOTT GALBER SCOTT GALBER SCOTT 15 ICE HOUSE LANE 15 ICE HOUSE LANE 15 ICE HOUSE LANE ESSEX, MA 01929 ESSEX, MA 01929 ESSEX, MA 01929 Parcel ID: 15-0289-806 Parcel ID: 15-0289-807 Parcel ID: 15-0289-808 HOLMBERG MARGARET A GALBER SCOTT GALBER SCOTT HOLMBERG MARK C 15 ICE HOUSE LANE 203 WASHINGTON ST.#254 65 BOSTON STREET U6 ESSEX, MA 01929 SALEM, MA 01970 SALEM, MA 01970 Parcel ID: 15-0278-801 Parcel ID: 15-0278-802 Parcel ID: 15-0292-0 31-35 PUTNAM STREET LLC 31-35 PUTNAM STREET LLC BOUCHER DEAN T 15 STEWART STREET 15 STEWART STREET 13 ARTHUR ST BEVERLY, MA 01915 BEVERLY, MA 01915 SALEM, MA 01970-2801 Parcel ID: 15-0284-0 Parcel ID: 16-0380-0 Parcel ID: 16-0143-0 BOUCHER DEAN T PATTISON MARK W OLIVEIRA ERNESTO S 13 ARTHUR STREET 65 CENTRE STREET OLIVEIRA ALDA M SALEM, MA 01970 DANVERS, MA 01923 72 GROVE ST SALEM, MA 01970 Parcel ID: 15-0210-0 Parcel ID: 16-0235-0 Parcel ID: 15-0294-0 LAPOLLA ANTHONY PATTISON MARK W SOUSA DANIEL J 10 OAK AVENUE 65 CENTRE STREET SOUSA WILLIAM F PEABODY, MA 01960 DANVERS, MA 01923 83 BOSTON STREET SALEM, MA 01970 �1 v, Parcel ID: 15-0299-0 Parcel ID: 15-0207-0 Parcel ID: 15-0287-0 139 GROVE STREET REALTY SALEM HOUSING AUTHORITY 8 PROCTOR ROBERTO LOUIE/ROBERTO COLONIAL TERRACE 8 PROCTOR STREET 282 BENNINGTON STREET 27 CHARTER STREET SALEM, MA 01970 EAST BOSTON, MA 02128 Salem, MA 01970 Parcel ID: 15-0321-0 Parcel ID:15-0343-0 Parcel ID: 16-0139-0 IDEAL FINISHING CO MALIK EMBOSSING CORP 139 GROVE STREET REALTY C/O WALGREEN-TAX DEPT MS 28 VARNEY STREET ROBERTO LOUIEIROBERTO P O BOX 1159 SALEM, MA 01970 282 BENNINGTON STREET DEERFIELD, IL 60015 EAST BOSTON, MA 02128 Parcel ID: 16-0145-0 Parcel ID: 16-0148-0 ParI�ID: 16- 4-0 MACHADO DUARTE DIVISION 18 A 0 H CLUB DIVISIO A 0 H CLUB MACHADO MARIA 104 BOSTON ST 104 B O 14 ALBION STREET SALEM, MA 01970 S M,MA 01970 Salem, MA 01970 Parcel ID: 16-0236-0 Parcel ID: 16-0237-0 Parcel ID: 16-0141-0 MRM PROJECT MRM PROJECT SILVA JOSE F P 0 BOX 388 PO BOX 388 MARIE H BEVERLY, MA 01915 BEVERLY, MA 01915 75 GROVE STREET SALEM, MA 01970 Parcel ID: 16-0142-0 Parcel ID: 16-0144-0 Parcel ID: 16-0175-0 CORRE[A JOSE JR ETHAN REALTY TRUST DIVISION 18 A 0 H CLUB MARIA L LAURINO JOSEPH TR 104 BOSTON ST 73 GROVE ST PO BOX 462 SALEM, MA 01970 SALEM, MA 01970 NORTH READING, MA 01864 Parcel ID: 16-0234-0 Parcel ID: 15-0212-0 Parcel ID: 16-0140-0 MCSWIGGIN PETER M KINGS COVE TRUST LLC FIRST SALEM REALTY TRUST 21 LIBERTY STREET 7 FIELDBROOK ROAD FARBER STEVEN D/NYSTROM MIDDLETON, MA 01949 MARBLEHEAD, MA 01945 20 CHARLES DRIVE CANTON, MA 02021 Parcel ID: 15-0298-0 Parcel ID: 15-0297-0 Parcel ID: 15-0301-0 ADAMS RYMER E JCM SALEM ACQUISITIONS, SALEM-GOODHUE PROP ADAMS ARLEEN C/O JOYAL CAPITAL DEPT PT-MA 29192 229 LOWELL STREET 50 RESNICK ROAD P O BOX 25025 PEABODY,MA 01960 PLYMOUTH, MA 02360 GLENDALE,CA 91201-5025 Parcel ID:15-0217-0 Parcel ID: 15-0209-0 Parcel ID: 16-0146-0 THANH PHI LONG, LLC SALEM RESIDENTIAL RENTAL G&M KATIS REALTY TRUST 100 BROADWAY 48 SCHOOL STREET KATIS GEORGE/KATIS MARY SALEM, MA 01970 SALEM, MA 01970 381 MAIN STREET ACTON, MA 01720 Parcel ID: 15-0291-0 Parcel ID: 16-0371-0 Parcel ID: 15-0300-0 SALEM HOUSING AUTHORITY PHILSON LIMITED SALEM-GOODHUE PROP 27 CHARTER ST C/O LTW MANAGEMENT ASSOC DEPT PT-MA 29192 SALEM, MA 01970 P 0 BOX 5580 P 0 BOX 25025 BEVERLY, MA 01915-0521 GLENDALE,CA 91201-5025 Parcel ID: 15-0305-0 Parcel ID:16-0372-0 Parcel ID: 16-0384-0 HIGH ROCK BRIDGE NORTH RIVER CANAL LLC PATTISON MARK W C/O DAVID SWEETSER 282 BENNINGTON STREET 65 CENTRE STREET 275 GROVE STREET STE 2400 BOSTON, MA 02128 DANVERS,MA 01923 NEWTON, MA 02466 Parcel ID: 15-0216-0 Parcel ID: 15-0282-0 Parcel ID: 15-0274-0 � LEBLANC 2014 FAMILY LEBLANC 2014 FAMILY 15 PUTNAM RLTY LEBLANC JAMES/LEBLANC LEBLANC JAMES/LEBLANC C/O ESSEX MANAGEMENT 64 APPLETON ST 64 APPLETON STREET 375 MAIN STREET SALEM, MA 01970 SALEM, MA 01970 HAVE RHILL, MA 01830 Parcel ID:15-0288-0 Parcel ID: 15-0211-0 Parcel ID: 15-0214-0 BOOYSEN ANDRIES RYAN JERRY L GARCIA ROSE HELEN JONES ASHLEY RYAN PAMELA M 8 HANSON STREET 6 PROCTOR STREET 2 NICHOLS ST SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 Parcel ID: 15-0215-0 Parcel ID: 15-0273-0 Parcel ID: 15-0275-0 CHESLEY MARK W MASON JENNIFER LEE CUSICK MICHAEL E 6 HANSON ST 13 PUTNAM STREET 19 PUTNAM ST SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 Parcel ID: 15-0277-0 Parcel ID: 15-0278-0 Parcel ID: 15-0280-0 DUMAS ALFRED P PUTNAM STREET REALTY HENNESSEY ANN J DUMAS SUZANNE A ANEZIS JOHN A TR 38 PUTNAM STREET 29 PUTNAM STREET 99 BIRCH STREET SALEM, MA 01970 SALEM, MA 01970 PEABODY, MA 01960 Parcel ID:15-0281-0 Parcel ID:15-0283-0 Parcel ID: 15-0285-0 SZYMANSKI RICHARD J CYR A RALPH ROBERTS RONALD A 32 PUTNAM STREET C/O MARSHA CONWAY 71 BOSTON STREET SALEM, MA 01970 24 PUTNAM STREET SALEM, MA 01970 SALEM, MA 01970 rParcel ID: 15-0286-0�.pL,. Parcel ID: 15-0290-0 Parcel ID: 15-0293-0 'YOUNG.RA-YM 0ND /` {� BOSTON STREET REALTY GLOVER SEMICOE 87 FEDERAL STREET MCHUGH WILLIAM/MCHUGH 81 BOSTON STREET SA E44 MA 01970\, 67 BOSTON ST SALEM, MA 01970 l SALEM, MA 01970 Parcel ID: 15-0295-0 Parcel ID: 15-0296-0 BARATA LEONEL EASLEY ERIC MARIA Z P.O.BOX 4542 87 BOSTON STREET SALEM, MA 01970 SALEM, MA 01970 U 2 2 C7 W BOSTON STREET RESIDENTIAL DEVELOPMENT y a Y GOODHUE STREET & 70-92 1 /2 BOSTON STREET W SALEM, MASSACHUSETTS a Planning Board Meeting- April 21 , 2016 PROJECT TEAM CLIENT ARCHITECT Lar Properties, LLC Khalsa Design, INC. 282 Bennington Street 17 Ivaloo Street, Suite 400 East Boston, MA 02128 Somerville, MA 02143 ATTORNEY LANDSCAPE ARCHITECT Joseph Correnti, Esq. Blair Hines Design Associates Z Serafini, Darling & Correnti 318 Harvard Street, Suite 25 0 63 Federal Street Brookline, MA 02446 w Salem, MA 01970 Z 0 CIVIL ENGINEER Williams & Sparages 191 South Main Street, Suite103 Middleton, MA 01949 A-7­0 ` _ iv ,� rct > 'Sx _ as _- -x -. tie=. _ - � a PROJECT INTRODUCTION A ,es -A" i ME E yv'! �, A�, 0 i OSx �% "yT ' � yS � • ` y♦ ;t k 3 ' � µ � M AIL ecz ♦ �' 4 tt • �i- • t1� �` � p{ "OM1` +b y/..M .4 r. �O4e. •�.. �� ����+, � I �i,.• � !» a � �� `moi 4 � ♦ �;. � rf "«kms y AIAI � t� ��` '`�.r � •" W '� �* � , �w '�" Lr©CSU S •G�- _ L I ,� •,, G' RwER CA mw ORT H Ot m .S1 a • Ac ' t �•w s �' e ♦ :+ x �f ', f ; p' .1° •/ � t 1 •t h di h ,i "sky�. � "� �~; *"` /�� •- e4 +may �,yW " °^ems PLAN INDEX ENGINEER: WL_lAIvG & SPARAGFS -TT s NA'10N DRAWING 9 NORTH MAIN SI ASSESSORS INFORMATION: ASSESSCOS AER EL MAP _ MIDJIE OPT. MA 01949 „-„23/2 .,LS1^N� PAREL 2Y cc4STREET U LL nO PLAN r - EXIKNNCI COTUR ICN FUN C-2 ARCHITECT: AHALSA D-SIGNI, OF ca WILLIAMS T c Q -- 7 IVSLOO TR PLAN REFERENCES' PLN \ VIHER Cali MZ L 2 GAGING 4 AIA 'MAN c- 3 UI GOO `� ���� aY J LAN c-A SONPR ILL MA 02'13 " ' C(&— LLI SI'A�U'ES LU uN UN r, s LOCUS DEED REFERENCES: BOOK 34'39 P V_ 369 i WINT —au OF Q 2 OWNER: :3_ GROVE STRE T FEALTY TRJST V SOUTH MEIN STREET u PHCOVETSC PVN 1_6 232 BFNNINGTON STREET SLUEMIDD LEEEENCTN,MA 01919 CL v) C) C AILi pV.lr G_] E4JT BO$TGN, MA 02182 PHONE(9]9)539-8088 _ l`1 FACK(9]8))6]-85]9 J W 0=ill1c PLAN - J WSENGINEERS.COM W Lu b DETAILS PLAN C P. / w n IPNOSGPE Pf1N' SEE PLAT, BY BLAIR MINS DFRC.l ASSOCIPTES 11 ?$CI:CECTUF?L S°* - Lu ZONING TABLE N Q o m BOSTON STREET RESIDENTIAL DEVELOPMENT 4 Z Z - ZONE NORTH RIVER CANAL CORRIDOR NEIGHBORHOOD MIXED USE (NRCC) J Q O o a x REJUI-ED A_OWED 'BOGNER Ar O N Ar MIMMM•d _Oi 512E IB.aoc f:i' T3,,B4 IT' GOODHUE STREET & 70-92 1 /2 CL MINIMUM OT AREA / f.'J :ADO (. D0-5 N7 COMPL'( MIIVINIUI. LO.. W T' E.T= BOSTON STREET, SALEM, MA o ^ �' MININL61 .R FRONTAGE 100 It A77.78 `t Ln Fj MINIMUM FRONT BETCK - Z5 C f',. Q w MNINJM 51 E" AGSV 1 LL , �/ � � MIM1IMJM k 24 SETBACK KEN _� ° M NDroIA N SPAS- j - Ga z NG W oa MANMUM BLILDNG HEIGHT su TO AS, e. N, W NAHIMUM 5TOP1E5 A GTP W MAN ANN BUILDING GROJTD COVFNA:_ 30W 30<> OGF N L _OOR AREA ;U90 IN 0-32 / 04246 CSr ( 3N s9z cs (=_aqw >c URA s) IDA V ' Z ENTRANCE CORRIDOR OVERLAY DISTRICT (ECOD) 82 ° W 'HARES; "E FVi OSE OF t'r SILBEENCE CONSIGNOR OV'RLI JISTI DECOR) IS 10 r AUGMENT UN..ERL'IG ZON.N'RCGLIATO'S N DISIGNATE .A$ 0 / V) '. J 1. >ROULDT AND ENHA%,E THE MA-DA EN;;ANCE WAYS INTO THE SIPS AND \ l ° p 2. ENSURE THAT$_'LH AREAS ARE INP3CNER IN P MANNER ROTH IS IN iXE BEST:I.TERE$i N \�` m O GF rH-mm .� \ W BUSINESS HIGHWAY (82) F-- V RESIDENTIAL TWO FAMILY (R2) I 1 p�NCp 5\ 00, \ CID 1/ PROJECT NOTES' v GO > 0,Po ^• - z E%STSG TC.00INFORMATION $ i J G A AC-.UA' STP'JMEN A - / �, \ s RV'Y R.CP BY UJ I,D h P G G UAN, MARG- 2015. SOME L TONE JT / i0 0 RAPH L NEAR V 5'.O&ry C < .,R ITV LOS 5 EN G IiO=qON .11CLS Scuxc s `` \ T^ C' 'AA[cDD LOCUS 2. Al. ELEYATION's S-DWN ARE ;FERE N li AA MOP 15 Parcel 299 nc O c E 'oIr, uAEac N DATA o a �AFrose) - 1 .. } TAIT TlLTFS SHOWN A T' RTSL T 0 AN AL A 1 'RUM STRAFE PERFORMED 5 W L 5 II 5 E L C .ROS V RIOL$ J�VS ON IL N Tl- " SAL-M T q AND OTHER PIA! RECORD NO R R EVA 0 0 SARAN E ISM E S HD 1 - I T - D �jAq T FILE RCC.ACY O THE LOCATION OF $u Sp G-E UTILITIES AND sHGttD Ec _i��`f -� © — -- ZON BO CONSIDERED AP PORIMA E _— ZONE R2 E NRCC Be Be�Fe _ ______­ZONE ' 1 ( ZONE R2 --- `Ki `o f 4L LTILTES SH NEARER I\ ILD 6 TyE NTRAC OR PR:OR'O THE ` I START OF CONE_NNFITON AND s:PL C TOO G.NEI 5 RPIRESURTATIVE F ENSUING 1 'I I I N \ Q v C of los F - Cu Os SHO o THE .STN T NUL 5 X H \ > P OPD D CFR FRo BIN. Coe L D A_ Na_ r P '^ V eNDURING rvs..uc sH s col A Is .r z. 1nG urn.ry IND 11� N _ \ _ �' 3 qo OSED WORK T E c TOR SHAL N :w OWNEDs REPRESEN n.E 1N Z `) .� - 'I— — —r O _ o WRITING aR _EO J 1Cu F THE C3NFLCTO I I ) 1 U CONTRA To C -ALL TGs FROP 0 CONDTFUCHIGN E (!) t O Of pGPoseR WATER CCN coN s r _LOCATION ARE c ss Jes GSE]w ACCORDANCE-WIT, 24E CMR1000'. U M STAFF -J e Ic GE- S. H CNTR_TGR STAT' v OFF ALL J ]Ivc DIMENSIONS AN R Hrrv. I _� DA Ae a lI 5 PRIORTo START o cvs RJ TION, e I 9 .0 OSFC JP s PRE TO HERE OR AP=qP O ECU V._rcTM"_Sv 0 H R SE 5 EC G KI Q A, a a a IN NNIFAGEI- ESR SUKPI <.. 'IF' INGSTANICAL ENDINIF1I ( 1V 11. AT PFEASIBLE, WILL f MM1'.Ee M OF C FEE' :ORIZCNTn�Y, ( � ( '1 �7, IRO. %SF G P PRD ! N SHOULD GC NOTOUS PREVENT A ' 'Z L TER L SEPARATION C O TC WATER AIN T.9F 5 Ef IN ALL 5E LAID IN ' I 1 .-p! q iP S .E\C n ELEVATION 0 GROWN OF PLACED AT c W ,, _ T 0 O O A$ 9 C G! C 4 ER 11 W E E'R -EtV Z. MIST � L G c4Oss NC q w EP -SEWER L _DDA CH ELA o THAT TOE ..BVH OF i SEWER 5A LEAST INCHES >EL01V E 1/_oT OF i.E - O s i O OANORGAN WHEN IT IS iMFRSS LF TO GETFUN FORIZONTAL OR VERTCAL S3PRI ASAF SiPJIATEC ABfiK. ROTH i-c WATER ItNw IND cEn4R SiVULO 3E ENCASED IN CONCRETE os F r ILA -fcE Or -gD>NO e 5 W3 1 C P CANT 5 LI 0050 WR S E. "u I WORKS OEIARTMe lI O ENSURE E PRJpER>ou s c AND InE FLOWS FpJCR T0 POP DING v RrnlT. y Tg M a '3 ER'I 'DOE DRAIN DART"r' ALL11CRIFECIURAL PLAN E CO17RAC7CF IS RSPO SIAL FGRE H- .f.„-E_TGl Or AElTDNG INF ORER-Es FlO. PARKING CALCULATIONS ORIORGE IN =LATI \ 0 ALL M9F0$C SITE AGAR, 'E lI . ' . POURC AN. pgOV0 SAC � OU LION N SHALL A ED 1 ACCORDANCE WITH IEO CMP G T COaV G T. MASSACHUSETTS- 5 E RJ CG ' StN.DL H`Z C IFR U\_- 00 100Y ND si ITR( SHALL GOLFNCH'HE CR i MRCA >Wi RI>P6L ES PCT AND " VASSACNV IEIIIFTEITNIAL RL:55AGAR' REGVV 0 OMMEIRAL 1 GRACE PER n SEAL E PROTECT 3 OJIR 5 COVERED'JNO�q v.OE 'JrSBL TON G d RAL.FRIAIT ANp A. 150 GS 5 - T .EP RP ION 0 CRI!!!A Ep E'EFFITION EFIRENTIONL41. Id ALI GRECTIONAL EGNAGP AND AVT T kP<A 5 CHALL CONFICAY -0 T-E pTEST -.TAI ce t08` pill' OF TILE MANUAL 0. IFJRN FEARER CONTROL AFECES CC SSPL'TYVAM ISN RLSL.5 TOETA 01-:_O 56 -A-RIO . 45 PARKING GPPARGE 4 6 TO"INYGUSIT GARAGES 108 PROJECT NO LEGEND OF ��(►\1 1. COSTING b GRA C G?NATO\ n IH 5"JLi 0. U CPARC I:I 0RUNFI N OR PERFORMED B ((�IAM s. e nE LLC THROUGH ARCH o 6. ROME SYMBOLS Q Ol TCI4oQ J VARIOOF s1URCESR A o srG o AeJ nxc w As AE-_?J OIG rrz L FROM _xISTING CONTOUR 'a O D- c O _ 2 E EVnTo s Jwn RE H H n _ O THE o IE. '.VERTICAL DATUM OF EXISTING DRaw D Z G Z_ (V )SIGN OP 1930 'AVp80 UP q55 ^S Ex¢nucCATCH BASIN 9 W uJ XO THE NTl EFERNI SEE THE E111IT IF ACT Ins RU. : SURNEY PERFORMED J 5111 CO NOT n 9Y NILLANS &SPARAGEA LEC, FROM VARIOUS PLANS ON FILE WITH THE CITY OF SAL?( W uT R 4 "ONE £^ AN9 OTHERRICANS 9i 3 COR EXIS ING DRWN Q Q = \ C ORE .5 SUBSURFACE OR FLNES E_6 MASS 5 i0 O Rp„ O - ACCURACY O THE LfC POu OF THE SU6 LR CE T ITE 440 $F V MA\O'c a N \ SG 'DO rv0i E% SMH \ EX. SIA'= f\ ONSIpEREp P P09 AAT. O SIGN"TE"O "RIGH (ABEtED DMH) H U.e2 SS\; EXISTING $E(\cR O6 O TURN ONLY' RIM�98J —_5 AL J'ILicS SHAL B VERIFIED N TiFIELD D/ E CONTRACTOR PRIOR TO HE INv=J30(187 d START OF CONEIERUCTIGN AND L MONEY THE GAYNESS PE RE En'4'IVE IF EXITING ESST PAl z J W SONONE SAY' UCHON5 DI ER FROM 7d05 SM C 4 PATHAT WIL PREV_nr THE MANTELS c w Lu GO F" _POSED VICRX FROM BEING Cc PL TED As INCFNDED \ d EX6 m. w4FEX 4 / H .(R` O k 5. DrviFACTOR 0 CALL p3U.Tpv'. IGSAPF PRIOR TO CONST Il ^ J w SIGN "STOP"& 5 ]R ZONING.COVER S Er EXIST.N' NATER GATE a Q (n o - All, NO LEFT TURu' N ry \ J. (RJ'"RTY Dl NOTI E M-NN A NOT Ht2AR0 AREA (ZONE A)AS GFOAN ON EXISTING 9.C2AVT J - _ .LOCO 61HPASCE RA_ ^NF NUMBER 250GSLOHIBG EFrtLTNE DA E JV Y 6 20:X. IN w m g S EXISTII.G UTILIY POLLTu O O BE /}''1JEXISTING Q U TREE 1^" OfNH l DO "O E WR" 01v S TREE R" ` E%IS TNG OV RH AD pHYI E� LA N G 5 �... . .,RES m J-wAu< s q oe(o OTSnON SIGN _ EP G y„ SIGN _NrR E%ISFNC CURB STRIP (EFF) g �11`cft "STOP f �OxE wAY" EYE h RM 16X1 E _ /\1 SS I} _• iREC _,^ G. �+ c P V EV N_ o 'I PARKING LOT �� SS'I'GNN\N 9<y G (LABELED CM GEE EX15�ING 6 SPACES � K EXISTING EOG 0 -------------------- ` OUND /. ONCR/c '"TER FY-£'4.NGC G�C� � CONC E a F\p.. St S'S s SIGN OA 11N SMF. E%ISi. LSCTELEPEPGF HOME O N cn cn o O M d W VO S EXIST' UNDERGROUND 4 noN WALL W NN %I f / R[T RL. .60 _ W N/ SIGN LYNN W _ (._V/'f�) / PAN DICAP LINK "SdY^552E S/Of / \ ^Y%j,. ELECTRIC V pc/PPAKING' FErJCE 62234`F^NW SIGN+' Nc FR 51GA 9NF LANE Z 0. 0 ARK NG' EXIST. GH, oC E G° 0 5261 5 A WAY L �]1 X1% SaDE 50 �r\ s M \AN. L 5»: 3I.E >AE A SHUTOFF 'y Ln W `V 1 uj d55J 09 W. Y ~ 3SIGN VI ) GA_ CAPE _ wAL J k''L' "�iO ' MONITORING ` � � W BUILDING / '/ OO E%1511NG 8U1 ^ - \ SIGN"ELL(M W 1 w '^ W A. _ - M MNW co, +OR J 95 a= ELECTRIC F.riNJHOLE 'Al. V 1 - E Si0 ILN ..92 -'O ` (n ^ \ D- _ qG Ow is_� Fk, pc 4p / � / 00'16'w zz .- sN201x; /vg s?ar _ .. _ SO / _ 24 EXISTING C \SOS P Ex n «% -- - ze- -_ _ G� GATE. N< NF�� s P q`_C RI 8. � � _ i _ BMW �4 S �`G` N-&.5(6 ) Ex. OUH T vEXISTING 3VILDING a N5113 YB �' `- - _ (LABELED SIn) N 1 �^M.y `SV(CF\Y \ FIA-0.82 m O N pWq��V Al 17 O • Exlsnxc � � _ o uP V Pl �e 51ftUCTUFE z _ \ _ — _� _ X32" A' \ 3"ORyA, 41('ilp G<t / q`s0 112 Ga I m FENCE fiH Al \ - ' E \a,E CLF&GFT{€§2JP s ONCSl A b - �N RIM=0.6# } c -S JO' Q ` -w XO / INV= 2 .'n 535'51 35'c (SR \ NCR CU4/SDryG, E%ISFING e'O.I. PIPE ,a �m tltltl 32 = CONCRETE AI / A'/JC S94I(O/N (SOURCE L'NKONCWN) K N B, r' IN a No i sTr .Sx r"°Pcb°!' Sx, RETAKING _$E NL n < TO i RX'S"NO HURTING 0 SHEN i -O v / ^ SENIOR E ( x, OHNN LINK FENCE `J6 F SELENDNG GATE JH CLF I `. ..CONCRETE g 0 ,X2'16'27 AN 3V2 NJp GAtE 6X' CLF& �� STEPS E a E u i2'S5y/ CATS 6;H _ N CNAN iINK 1043' - I .O tREES 6 i NCE 6y N33-J55] _ J ¢V20 NJP 50^w ��„ a a a Qg �LHAIN LINKFLNCE J4 \ q Vyo /ry ^^j,RIF E a • E[VGCO -... -J6' GUY PpL T A4 ry GPA:S NJ2rJfi'101V _ T N36'15'IOW _ h2 LL P q vx Q DPW HH __ wpiOR'HH \ N29'1 k,1 a dT f Z LL q q q D'a9 Br ; 15 SEWEfl ■ FlRE PULL RIM=J2.33 UP,P4905' s Ex yG z G p IXC I 80X —XS 6 EXIST SMH 1 LL BOSTON STREET @ \ > 1 ZONE Rl I iRM-SspJ sort ._ _ MM M ._ _ yN�_ _ � _ ''• 1-ss �. 6 V7 C/i� m Nv 26 aJh x 20 V/ATER MA M .r WW1.,'> m M M_ Q1 �!"E oAs ga Z ED O _ VGC M V_ O Z © ,9 j1, - ) - a �/3 y F .P(,Y x3290 UP_� V_,M > IDIIE NRCO -- (1)WF N'ST1 UP #10 201 Ar _ vGc / C/1?'_'N i- LL£ ci Z EXISTING SITE PHOTOGRAPHS U5 W 0 to jea � w _ G _ BOSTON STREET { J - w w _ , ! C0 . Z O t µ U) J � k " y 's GOODHUE STREET A=1 EXISTING SITE PHOTOGRAPHS E.. r .t. -" ... s.. .e:.., fm. ado A. K vt A LEGEND OF SYMBOLS ZONING TABLE PROJECT NOTES EXISTING HYDRANT 7;S ZONE'.NORTH RIVER CANAL CORRIDOR NEIGHBORHOOD MIXED USE(NRCC) GI Y PERIC-EN By WILLIAMS&SEAREENCES LLC THROUGH MARCH CUTS SOME 'FARTOINF ORMATION SHI oN AavrtING LOTS HAS BEEN DEDITSOD FROM cQ a EXISTING UTILITY POLE 10, vAalC J REOVIREDIALLOKED PROVIDED U LL L O EXISTING CURB MINIMUM LOT 512E 15,000 XL 73.382 11' 2 �6E(xnvOeSlssxpfrta.wE gEFFnFncEDrofxE NORMa.1ER uwvEgiw OOTUM r C Z MINIMUM LOT AREA/DO 3,500 8.f, DOES NOT COMPLY Z L EXISTING EDGE OF i )' MENT9u Lu W F PAVEMENT MINIMUM LOT WIDTH 80X. A]8'S CONENITXT . 0^P MI NI MUM STREET FRONTAGE 100 f1. 4]]]0%. ox of THE suBWRFALE unL = SIGN / \ GASS MINIMUM FRONT SETBACK - 25.0 f1. ALL UTI TIES SHALPROUuEVERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE V N O N EXISTLIGHT POLE O Q N STAFF OF CONSTRUCTION AND BRALL NOFFY TTE OWNER G REPRESENTATIVE RE PROPOSED PAINED eS MINIMUM SIDE SETBACK - 25.5 f1. Yom` CONDIT HE DIFFER NILLPAEVErm n1E TRAFFIC ARROW k ' MINIMUM REAR SETBACK - 28.8/1. PROPOSED wJgX FROM 9VxGcaMP1ETEons MENDED. W W N w�/// ED PROPOSED RET WALL SIGN'ST. MINIMUM OPEN SPACE 4g% M1mEO WSREFPESEMw > LL AT (EENCE/RAIL) MAXIMUM BUILDING HEIGHT 50X. 465n XµTNOOF FOR RESOLUTOx OF THE CONFLICT ... IE- NO - LANDSCAPED AREA N SGH OO NOT MAMMUMSTORIES 4 _ 4 COxiPALTOR iO CALLOG6AFEP ipx.61t. Q O N 1'Y+ ENTER'S ONE �J II PAVERS i' `1 pY` MAXIMUM BUILDING GROUND COVERAGE 80% 30% L - M SIGN`oo xoT PLUMBING ca0E 0.VO MPRpvED Z J Q ul .1 PAINTED HANDICAP NTER'&'RIGHT - `+ FLOORAREARATIO 2101 0.92164248GSF TxECry X CA-EM DEPARTMENT- vA✓S. QCt (1 J9.502 GSE) (SEE ARCH recrvRI Q Q N - V Q SYMBOL TOR NONLY' Ji E eoLuflD ® �(G�` slcx AUDI'oNEWAr PARKING CALCULATIONS SPFORDATGE.TRONITHESTART.1SGNSTRULTGX AND ARCHITECTURAL O — ('(�pa Ak YNO LEFT I.L Z m PROP VERTICAL GRANITE (((Opp{{{ �!c Y RK6 CATEGORY 0.EOUIRED6PPCE6 pROVIDEDSPACEs9 THE APPLICANT SHALL C MEMTONSLRE L L CU HE(VGC) VGC "'["" P` ..q G m'4 T 51GX'6TOP"A'HOIEFT TURN' UN TS L.FTN PROPER DOMESTIC ANDERE FLOWS PRIOR TO SOLVING PERMIT. r W - PROP SLOPED GRANITE RSSI2PER UNIT-100 1W = Q q' ID .^iwe �{, 1 _ CURB $GC ) - ENDED IONALENGUNCIEN PLAN IS MUST BE OM1NERCIµ = OENH g ONE 4W.Y. C1,164 S.F. SO GSE=B S SALEM BUILDING XG OXO ENGINEERING NOOEPPPTUExi PRIOR SUBMITTEDO COX9TBUCi COFOR NSTRUCTION OvF N (SPACE PER >- LU OEXX xp•{ W:EMEft TRE DAMAGE N NITOµL PROPOSED VTEWORx oxOFe¢UrnrvGPaoPERTESFaTPECONT TOR IS RESPONSIBLE FOR THE = iREE w1v` YN RY TOTAL 106 10B %SIGX ` gKg TMITHEREMENORESDU E CTTl EyxVrtwET.wOS PROTECnONARTO SOFKTWEOUROCE O LLYYyy NONE WAN ACCESSSILITV 1VAN P96'ASLEs, W X71 r N�aJ PARKING, LOT SIGN'NO TOTAL PA0.KNGNLOT Of. ASLEI 5 SCJ (E 'n EXISTINGB6PACE5 \ PpRKNG• 101 150 E E AG LINO µ.k'µ Is.THIS PROJECT vnV REOu RE w xpOEs PERMIT ws TxE.wOVM OF GROUP. '56EXTERIOR,46 PAR KING GARAGE fl 6 TOWNHOUSE GARAGES 108 OsiuRgwxeE sxuLe MOR ixAx 15®sOu EFEET xwgEq. L SSSSD'''C s.., r T0.EE • a':<m Ia STEwO0.NTO COMPLv is AnASiwowR05. W �JGc •�+f ! L \,p =y, vur"ONE 1 µLpROPos6v CUP NER CUL DE R.w recua6 NG urvLEse orHERWSE NOTED. W u F)E 5. (SEE ENTRANCE 6BN OC1. PROP RET WAIT WIDING^ SgEµ,4A' SIGN"BINE LANE" 16 P REPOSE D SIGNLOCATOx C DID naPROVEO PRIOR TO CONSTRUCTION N LUTTt �p..... PROP.RET WALL 16S]6) NRA]A Mr ONE 6'NO PARKING ,O/N TW EXIST, + HC yMp-1 ''--"•nT -yY�� BIKE LANE17 BE. THE OWNER 6 REPRESENTATIVE IN WRITING OF FOR RE6CHrt Dx OF THE V, y 1 BE RESET TO F HSHIA SHUNT NI k -r I ._ A CONFLICT AP SE BETWEEN AN EX ST NG UTILITY AND UXDSCAP xG THE CONTRACTOR lu GRADING CWWGES VNO(G - I' 6 UC p� �, //COO ORMIERPADSARPRONEATEONLY,TOBEDETERMINED BYELECT m O B9PACE5 GSa •Wv. p o 11 ��oNFS�R 66,E6 z• +�, ., L) E 1! dR PROPOSED 6 TTA6N ErvclOsuRE PkOP 7 PROP PROP SNOW 9TO ONNCE/RAIL t3'xt6' RE,S,(n U$FU a F, I �..� RAGE REi WALL SRF TAIL \-\`• NOD.LHN�G R .RET WALL �. ..^.(OCODEI x a %O QOS]UN.STREET EggFM M ... PRO RET ALL .�:�- ^-�� `I1`I1 ((III''IBB''L,Q,,� JJEJE11`r'` ((III''1NN''' 'R_.�ILJIYYR�PI�NNx�� \ I ITOFETAIL �6 SP DOE) SNOWSTO"AGE 4CES \ Sle TRENCHOACEC 'r b O ROE _ ... PNM F fNc . 4 •. =C a AR, � L_ PROP.RE�WAII. PROPSIANOSCAPE MEA - `�FP�OWW�= '.� "- Q ;C o \ ,r°'PAG BYf9•Jf1{ � � _ ..._ ��. 'yg'}'"t OP P �i P Ayj U. � v = Vmm Al CH ry w f J�A -A, 6 i �ne( _6'WALK RRM p0 G9MOE ENTMN q ry(. R 15• \\ E: a Jr-{/y\\\ GPOS/p/ AO PROP.SNOW R'111 �G I yN CE$4'aa rl F VGC i 1)`\\\SPq 0. "I!J STORAGE 5}�BNF1W '. �'CP..-"O� ` A r 153 __1 p OPOSFD ExcE / R=o' n ED E IWITryI IVFI'T E.V UH �O TFS PROPLOOEI SGC <OpS'� rPROP.Ls" w TP'f a = . AREA...��... A < .RET ,r0 SP /L ,t 6 IrN0.4 [IryT1.5 WALL _ y ACES r ED •1 !d'Ff i Y N'4i4! _ S 6' ` a +ter rn w 1o4X + r. OEvGc I . F` ..r� __ I6' PTOLPALs He ,p'ry^ f7j �� Al LOT,1 1. ' E z A A ' 73,282 .F. 5 . PROP.SNOW � f f gy ... .. 1 6x19:. 19 SPACE 1 ry S SSPE 5� c 'I i aIl ) 1 �} M �q(p, Y n 1 ° .F 9TOR4GE 49ta ARS R:40 ; 1(TVP. m�A.'1 ZSP,1 PROP �` A 'w "` p O K i .,. _„V 4 C90 a F .. a - ` _j }A Li 16Av SeeY�, Sc6 NOL/ tUND T PROP.SNOW \, �6GC VGC, [ -G r.Nl� z� 810RAGE r $GCS S�. Myru OM99 CFS9 R=S f' ATOP_.TEL WDLL� R-6' ��r1 :m A E% GRASSCS _ ,FI m e P m Rop �2M.. Q xz mmG �m �slGn REPLACEOPEWNGS I pROPBOLLARPS ^ 1�42� REFIFCEOPEMNGS py x� € O MflTNSIMIL1fl V WRX SIMIWLVGC N REPIACEOPEHINGS A GC R 15 ITYP) < ' . BOSTON STREET\ FX.y LNTX g(MIIAR VGC T. 2 ..SGC. . / Cn'mEc3 a A .EX VGC TOBE RGPoVED — aw ` A � r I o w .. cn w �” 1114 PROJFCT NOTES LEGEND OF SYMBOLS 1 1111TINL 10SOCRAFH IVFORARION IS T.. FF,SLL C N TLAL IUSTRLMEN , ALL F1013111 R ADDS RISE TO 3c HCFE OR APFaO•/ED EGVNaLEVT UNLESS i iRNSE TDP.X P OR OR ET H SH04 6 5 RA Es LL YRJL GLIBLY 20 6_ROME SPEGI ED_ F A o E%ISrING CONTOUR `_ I< - Q (y) roPC 4AP •os rON s p O e rwG Lois R BEEN TIGHTEST FROk G U R"'s SOba s z .OSE RATED SUNNI SHILL cDNss C uA FOR FIRE sV.paEss o. rvC P n' EXISTING GRAIN {] 0 IC L E. 2 4 EEA) O'i5 SULW:I ARE RE ERE[.C_0 TO 1.4E N.RIF aµEFICAN D9iA '990 EXISTING CATCH H951N (nvC.P.). R G POSSIBLE SEWERS WILL BE O M OF 0 FEl C PT A LAT FROM 7 V M ANG s N EET TO WATER sTH D LOCAL oxo C P3�/E1M A LATERAL Ex15TING SEND' ` W Z ] F VrlLll 5 54C N RE `!E RESULTF AN a 1. EM1T RLFV'Y PE:'.`RMED 4 J. C E TO WATER E SE'R I' C 4 SEPARATE MgN11CL W F . - t.¢` .i\ BY WILLIAMS & R A2\ s LL F3 111101A PLANS C, 'T' "F.THE Li` OF 59LE\ R 'C LEV 10 F _ C i E 5 PER LECs 9 INCHES J W ^\ AND O.i A PL s Or R CORD. N REPT ¢ENTAPCN OR .RANr S MADE AS 10 G E N E E TER 4 S RS ST CITIES FIBER"AT' Q H A,ERED J THE CC i V F THE SJBSL F L Ui TES. S4..0..BE ANIS FEWER L BE LAID S E'EV 1 i T E THORN p ESE ER EXISTING SE'NER -S CONSIDERED FRJ%APT S sT d SPE E E fYATES E R CS E i0 a N �IBID 'v OB G C'AL R ER C L SEPARATION S STIPULATED E BOTH THEE A'N EXISTING oENER Q ALL T_i S L BE NAPPED r, HELP BY E p t T R PRI 0 PI- ST O AND P >OULC 3 .ENCASED EO C E OR GEE EITHER ITE CF H CROSSING. MANHOLE O O L vQy LC 5 RVC 0 C S L O STAINS iEFR SE i TI EIF- ISTI CO DTC 5 r ti 5`o le THE uc SHALL OflC, SALEM PUBLIC c's DE.R MEu� TO ENSURE > ER FRD THOSE O A w p ENT 'E PROPOSED EC GR 1 - EXISTING WA PR V IW HS BEN'S LOVA J S INTENDED PROPER LICANTI C n"BEI1 IL.;;E DP i 8 LJ\GPERMIT O - 5. RO BR TP 5 G 1 EG HRAL"NO EXISTING WATER GATE v a/ 6 flOPO5E0 SiO AREA 01R 5 DV G CO Si C O CLO CS LG _E 6Ei E Ex5 ES UP C G PROPOSED OP Or O AC OR S'. ROBOT THE NEPa n-PRES Nr..i JE N NR`INC CONTRACTOR S FESPp R3LE FOR : ETC ABUTTING 'ROSETTES FROM L NAGEMENO MFA p] FBF RE SO l 0 G : SOV:! I _TILTING H`URANT /^� 1,1 r (Ifi) STORNJECI(SL ]/0 CNPMBER$ ��\ l HE MASS!'4E i0 ALL PROPOSED 5 5 CPN. C I..1. W O - 6. 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B PROTECT REQUIRES f UNDER NODES CONSTRUCTION PSEERAL PERNT AND FEE -(205 AM 92')�����(� / n. -XISTING CURE �•.. {/� llllll����/iiFA_ 2 \\\ F£ R TON J R Pp FU O F EV 0 O G�'r\� y- EXISTING CG_ of __ __- Z o0 / VCJ� � \�`� 8 SE C.0 S O A'C PA E N GS SF L CO FOR 0 THE LATEST EJ.T IN PAV MENi OF HE MANUEL OF V CONTROL STOCKSw � $ `/`Zj` EXIT JYOEft ROLNE T Q Q ^ e \\ 19 TE r3, 1 AOA STANDARDS ACc 55131.E CURB R sERLL 9E PER THE TELEPHONE o I F MASSACHUSETTS e r r R cE s BOARD (PAa o THE uEalcANs WITH �d c 'm _ EXIST LNOER RDUNO 'VXF_ 1, "12;4 Olsavr Es c (ADA) Cc a1. GUIDELINES. ELECTRIC E LU m_ O �/ 0 y4// RE 1}"^ \ �� `�' ` it g 9 / "/ 30 ALL PROPOSED OF'. r0 B VPiCAL GRAU TE OR_M1G V`fEs OTHERVI SF NJTEJ. ErLT_ LIGHT POLE F AS SO �� \ �• E In�E STAN o SPACES _\\ ^i = A,I, \ F r �\ 21 SEE COvrR 5 J OR<Orv:NG. 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Y_rti _ � . a1R � flit���� q-;. �':6'�'� ✓/// f� ---� I � �j n . ;"' s .,,y � .> - ti 11111 1 ^#�A4�� 1 I � � ' ��� 'trPf` �"" ��'� ,�;'r'r''E•K,, �. � � e� r �— - ��7.• q ' i�w+r� �cysTt � P'�,.- _ ro e f ys_ s 1 • VIEW FROM GOODHUE STREET LOOKING < PROJECT NAME BOSTON ST RESIDENCES ' PROJECT ADDRESS � Dxa GOODHUE ST&70-92 b NATDRALSL,n"`� � PAT���..wii��oo�„6 1/2 BOSTON ST, SALEM, MA Roof _ su-2” � CLIENT b c�Assruucnro�cs Ffl �--m}—� - wN16 wLc«" ffi _ ®_ ® _I__I__I_ -®_ ®_ _® LAR PROPERTIES, c�,a LLC ffi 3rtl Floor _ _ _ ARCHITECT y moo°�"'"°111 KHALSA DESIGN INC a 6uc v 2ntl Floor x _ a'mvs jy RCt95LO MJCF Pn�IT i tzt�o r- 1 b wazs[rr,r" crecexsrxrm•w 171VALCO STREET SUITE 400 Garage -_. _. SOMERVI LLE,MA 02143 TELEPHONE 61]h91A�]FAI[61)E91 0165 f CONSUySTyr,rLTANTS: .Sr,w<R.wvAX'c ww CNorth Elevation A-Goodhue Street 1I8"=1'-0" PreeaSr wim. ' ccnNcr wuc � c c rGrn mnRD av / T Root Roo�f� 60'"2n — fid• Z \, \ \ LOFTRIGHi MI0A15 k THESE DRAVMxcs ARE Now AND Do -® ® �MLfdOOJP9 — — THEIN PE TOPERTVOEXXALSA 2 b b DESIGN INC.VSE OF iXESE PUNS OR ANY r FORM OF REPRO DUCTION OF THIS DESIGN g \ IfiNTTE E OR IN PART PROHIBITED EX PRESS VJRIiiEN CONSENT ISPRONIfinEO PNO RESVI IN THE FULLEST E%TENT OF ➢5 3rd Floor —3M Floor We' ..� ,, o. : GISTRATION DFR J a5: ® ® uTm s COT` IT : b 6 RE " warn u¢d" - - c •'T' �•• V �, wuxc onuL - 2-d3Fr J! -ntl Floor 1 _ 37.-4 R4 46 - S: aw�vnxev A. Ac Pubeu.mba, 15081 s 1st Floor _ _ _1 at Floor mI 041420 g D—by TMC s cnxMee br JSK o REVISIONS g "''4'..^� •.; t F f u Nn E,bbI Mm Z Gee La wars wwar _ mnOv car.' F e 4 North Elevation& West Elevation Gootlhue St 1I8••=1•_0•• e North & West Elevations A-300 Ie IL- BOSTON ST RESIDENCES mr i rr�a%ucr wNc rrvuwwc PROJECT NAME BOSTON ST 2 aomz" - RESIDENCES Tw.rp�A• - PROJECT ADORES$ 6 ® ® ® ® ,_ GOODHUE ST NST, O—RE O16 1/2 BOSTON ST SALEM, MA 3b Floar -_ _ _ _ 48,-8" CLIENT who rG wa. ,x LAR PROPERTIES, W LLC 2nd Floer 37'-4.. — ARC iFTECF_ KHALSA DESIGN INC i 1st Floor i\J 26 0" — — — Soum Elevation A-Boston Street re"=1'0" 1 tT IVALOO STREET SUITE 400 Roof SOMERVILLE,MA 02143 60— 2" TELEPHONEFAX:CII SITIONS CONSULTANTS: 3NI Floor 48'-8" i b g N 3f g 4' C v TM. L• 2nd Floor — — — _ , F A-- 26'- Floe26'-0' c � ReraL ort xu eRrss srae COPYRIGHT MI O AI5 g Hese ORAVAXGS aREx Arvo Do REMAIN THE SOLE PROPERTY OF FKALSA a_ DESIGN INC.USE OF THESE PWJS OR ANY 2 South Eleva60n 13-Boston Street FORM OF REPROOVCTION OFiMI5 oE51GN q I[ IN VM OLE OR N PART VATHOVT EXPRESS 5 Ire"=1'-0" - SHALL ALTENCONTENTISFULLESITEX AND pXa LSETION IN THE FULLEST EXTENT OF 2 H SECUTIO UNDER ww — A REGISTRATION I 3 Roof BO_2 IJ i r - 15081 � Dan 04-14-20161 2 TMCI ; 3rtlFloor eneee.a Hr J$KI o 46'-6' sm. , REVISIONS IF Na CaviTmn Dffi Y Y I I 5 _2nd Floor ,,, r8 3T-4" S F m ANGLED ELEVATION b South & East — _ _ _ _ _ _ _ _ _ _ _ _ — Garage Elevations i4'--o° �Eas[Elevation A-301 e metre"=1'Q=1'0" BOSTON ST RESIDENCES ' PROJECT NAME BOSTON ST RESIDENCES PROJECTAOORESS GOODHUE ST&70-92 112 BOSTON ST, SALEM, MA CLIENT LAR PROPERTIES, LLC TH Roof TH Roof tri ]5•�-6" - � .. - � 75-6 _ ARCHITECT KHALSA DESIGN INC. DDI IDD s. OL'o,rE IC TH 3M Floor _ r\�TH 3N6.,Floor "0", L �5 e� Dwe_p m . c0 i TH 2ntl FloorD�m ¢ 'a'n TH 2ntl Floor 'r u TARD PO > wYeD �f�vm 17 IVALOO STREET SUITE 400 T , TH lstfloor LTi 39'-6" m II ? 16•Floor_ 3g _ ,il SOMERVILLE,MA 02143 TELEPHONE:61]-WI FA%'.81 Td81-]CG4 - CONSULTANTS: � TH Garage _ THGam IS I' 301-9 Tohou -SouM Elevation-Boston St 1/6"wnse Townhouses East Elevation V� COPYRIGHT KDI OX15 v THESE DRANANG6 ARE NOW AND DO 6 REAW N THE SOLE PROPERTY OF KHALSA DESIGN INC.USE OF THESE PLANS OR ANY TH Roof E OR N PART IOXN F THIS DSSIGX _ _ !� _ _ TH�Roof_ _ NOR WT..UT ExPREss \ 75'-6" + y lr ]5'-6" — WR iTEN CONSENT IS PROXIBIiED AND L C � SHALL RESULT IN THE FULLESTTIE PROSECUTION UNDER LAW L` b _ REGISTRATON ® 3 .1 Y TH 3d Floor _ _ 1 °- � H 3Floor b 59'-6" ° : T6 m T — - - 6 � I M` From _ _ _ s _ 15081 TH 2ntl Floor `" _ ' e 0410.201fi g 49 260 Floor 49' 6" _ '-o.--- TMC Dnee 0 G JSK T a anviXama� +w ® 1 0 G, acaiO ., pKa ! 0 9 Ire REVISIONS TH 161 Floor 1 I TH last Floor a ' Na Bmviqun Dae 31 LIOLCLI Nx sne1 =' w o6w•oe sive 1—TC w nN o -I NNAr���rNii� QL TN Gxraga _ _ _ _ F 2 Townhouus West Elevation I q.Townhouse-North ElevalionTownhousa-Noll Elevation - r�4 1I8•'=1'-0•• Townhouse Exterior Elevations A-302 a BOSTON ST RESIDENCES a PROJECT NAME BOSTON ST RESIDENCES PROJECT ADDRESS GOODHUE ST&70-92 1/2 BOSTON ST, SALEM, MA CLIENT LAR PROPERTIES, LLC ARCHITECT KHALSA DESIGN INC. \ TH Roof o 17 ISOMOOSTREET SUITE 4W 02143 TH 3b Floor •� ...i _ - - _ _ _2M - TELEPHONE:617-PHLOD2FAx:s1T5SL zpas Roof .. �� CGNSULTANTB' LIVING MEC I� II E,EV LOBBY TH 2nd Floor 3rd Floor 00 or~DND oo � LVNG MEL" E� n m TX 1st unrt Floor _ _.,.. 39-6" 2nD Floor S BOSTONM.AINowell� V �.o �l� - p STREET prw<,� Ha+se—� �N� L y I' J TH can, a >; — p — — DNK DE,ONP r MT RL s 'r s6 0 — MTA+ GWALLD� 11 GAI D �� E TRY CIRCLER L I LI _� _ tst Floor ILL, ZI 11RLu. d/ COPYRIGHT MIOAIS J 9 �r EYEL W ILITHE SOLE RRENDW FNDW W uT: '- 1,.F'lf AUWA W E HE SOLE THESE R ORAN N 7 Y Q DEE ISINC,USE OF TNESE PLANS DR ANY D wAY FORIALSA M OF REPRODUCTION OF THIS GN IN NMOLE OR IN PART WTHOUT EXPRESS MITTEN I 3 '" m L RESULT IN THE FULL EXTENT -_. �_..-c �_ M F�. - <uSara9e osEov�Drvspuon+uw�T PROHIBITEDENT IS xpDF aT. f� 1 �Tt.�tw GOODHUE PR - , , a � .. . .' . . . . - , .: sr . . STREET .; � .., e . § c �` a a REGISTRATION r . aa :. .. r „ e . . . ., h _ 'T SITE SECTION I t 1 ==I g 6 PAN.num., 15081 mm 04-14-2016 Orvw br AUNor JCNCNHxl L=1-er REVISIONS F xa Ilovlgion Dm 9 I I u m f SITE SECTION A-400 IL BOSTON ST RESIDENCES 'i N5 5 PROPOSED PIANr un KEY QTY LATIN NAME COMMON NAME SIZE NOTES TRFFS Al- 8 Amelancbler aei. Sfrvicl 8-10'ht mWoruld.,up on 5 monks BN 5 BemlanigWr4entageHerinege River Birth 3-3.5"d. BBWsingle them CC 3 Cerds.-densis Rfdbud 15-3"cad. Bee Cf t Cemidiphi laponlcum'Red Fox' Red Far Kat:uatree 2.5-3 da, si,WB&B GT 16 Glediaia tracurni vacinermis Common Thornless Mori ocus, 2.5-'-3"a1. B&B MD 6 Malus'Golden Raindrops' Golden Raindrop CmbVoe 2 J-rmd, B&B MB 9 Murtha'BuaerNa' Buroully Magnolia 2,5-3 sal, R&W.single nem LT 2 brio lendron tulipifem Tuliptree 3-3.5"cal. B&B QC 5 Quemus mains starlet Oak 3-35"d. B&B Ps B Rnus strobus White Pine 8-lo'hc B&B TT 7 Tllia tomenmsa Amentan Linden 3-35"d. B&B TP 8 This,phata'Green Giant Green Giant Arborvitae 78 ht B&B SHRUM CA 28 Clethaalndol'm Summersweet #5 Pot CS 18 Cornus stolonlfers'Red Dawn' Red Dawn Dogwood #5 Pot HA 50 Hydrangea arborescens'Annabelle' Annabelle Hydranga #5 Pot IG 20 Small Inkberry #5 Pou 18"ht. IM 14 Ilex meserseea'Blue Princess Meeerve Ho11y 48"ht 2,h.11 be It IV 25 Ilexverticilaa'Sprkleberry $prklebenyWin[erberry 2C ht 2shall he male KL 3 Kalinin ladfolia Mounaln laurel 30'h,1B&B MP 13 Myrica pensylvania'Bobzvn' Bobnm Bayberry 3P'ha RA 32 Rhus..I. Gro' Lo Gro Soon. #3 Not RC 19 Rhododendron avvbiense Catawba Rhodu 36"ht RO 18 Rhododendron chinoides White Shod. 30"hit SB IS Spines bumalda'Anthony Waterer' Anthon,VVaterer Spires #S Pot Ml $I 19 Stephanandra mnsa'Cri l Cutleaf Steplai nandm as out 51. 21 $puna laponla both,Prinmss Little Princess Spires AS not W 15 Syringa vulgmis Common Lflac 36"M1t TB M Taxus x media'Deneiformis' Yew 2Y ht Rot 3'o.c.sprang Special paxing at entrance GRASSESN NE9PERENN ALS r retaining Curb AM 57 Achpllea millificolonDesert Eve' YellowYarrow #2 Pot AK 6 Akdn d kol 'k Hardy K- #5 Pot(one shall he male) - City Parking Lot - - \ - 5 pped Seatwall OF 49 Calanno,roson I acial Foerstme Feather Reed Grass #2 Pot QC-I dt l v 7 MP-3,IG-5 CV 8 Clemats virgaana Virgn Bower:V,ne #3 out '( !; Wh `i GM 25 Geranium macrorhymm'Re—Variety Bigroot Geranium #2 Pot HB B Heden helix Balosa Baltic Ivy #1 Pot MP-3,NW-7 * _ - f + 2+ O H HO 9- Hosa om Guaole Ho. #2 Pot PS-5 v F ��� + ! _ U LS 35 13riopesR -.1,dirf #1 Pot 4y ® E MM 8 MiscantJos mitents'Moming I-ii Momng Light Mscanthus #3 Po, + S T NW 7 Nope ha _Walkers Low Caunnt #2 Pot 4R4 .� ,d a4 F F GT5 PQ 24 Parthenoc:sus quidi Virgnia Creeper #3 Pot _ T trellises at garage with PQ-12, �I a GM-25,LS-35,HO-9 CV-8.H8-8 _ CA-27,I13-35,IV-25 Proposed Residences at 70-92 Boston Street 4- QC-I shrubs on top f walls: 51-19, RC-19,1HA-27, i CS-18.RA-32 SV-I SOM4 4 SB-18,TB-20,MM-8,AM-16 TP-6J- PQ-12 GT-3 l I Dog Park f ... y + , d � 6'ht.wood fence along �,� � � �L., I property line " raisecrospeciappy 6'ht.wood fence with Vines MD-3 TT-4 r ns� / .: - � along property line 1 L f A Greenscreen pillars with vines TB-3.SB-5 QC-1 rye'` e y 1 Proposed I l F 4- CF-49,AM-57,AK-6 CJ-1 MP-7 P5.3 l 1 i h- CC-3 _ RO-3,KL T( -3 q i Wnh,6mesl 1 + MD-3 GT-5 QC-I to - a - special paving at entrance foundation plantings: 1M ' ►'►r + _4- site identity sign +` .l + `,ox,..�. f"t✓. BOSTON STREET 42"ht metal picket fence at top of wall where wall exceeds 2'ht 36'ht white picket wood fence and gates at entries to IN townhomes Blair Hines Desigf, Proposed Residences at 70-92 Boston Street Salem, MA O'szo o L Associates UU LANDSCAPE ARCHITECTS Illustrative Landscape Plan March 29, 2016 MGP 16 LUI 372 N/o PROJECT SUMMARY S ZONINGCHART RIVEa NOPnJ R CANAL LAG V GCII)ITIF sT. RROPRED PROPOBEO DISTRICT:NORTH RIVER CANAL CORRIDOR(NRLC) LOTBISE W,]M S.f. _ RESIDENTIAL UNITS SD UNITB TRANSITIONAL NRCC OVERLAY DISTRICT. R3.1 R T \ "MI%I'.D-UE DFWial'MENI' Y i S ENTRANCE CORRIDOR OVERLAY DISTRICT(ECOD) Z RG-1L COMMERCIAL 11813.F. REONRED pgppO9EO LONMI N PARKING I W SPACES TOTAL 1W SPACES TOTAL MIN.LOT AREA(3R) IS W]B F. W]693P LOMpLIES/NO CHANGE W VVV qJW RESIDENTIAL I W BPACE.12 REACE3 IW SPACES MIN.LOT ARE/J DO I6.F.) 3.NNS 3P 13855 E IDV -ED NOT COMPLY Q \ PARKING PER DWELLING UNIT) MIN,LOT FRONTAGE BO FT. COMPLIES Q �(/^�� COMMERCIAL BBPACEB(RETPL-1 BSPACE3 4P8 (� J PARYJNG BPACE PER I.AnFj MN,LOT VdOTX WFT. eM 5'e/ COMPLIES J S KT IIIG l MAX.LOT COVERAGE BY 50M 1.RESS F. 3h1-01881 COMPLIES Q _ UNIT COUNT ALL BUILDING I%) Y TMcvg / 10� t -��T�JB -� 1231Yr, I-BED(753049BE) Ig MN OPENBPACE(%) - 2B6%I18WSSF COMPLIES q\ 5%OFF \ \ �� 126-11. 1 BEOv3TUOV(Bffi9015l,.1 B MN.DEPTH FRONT YARD(FIT VARIES.13'41/Y®MIN. COMPLIES U OII - 2 / MIN.VADTN LEFTS BE YARD FT j fl O 'er FEV.I6 '�` 'SIN9�6.�-SSE Q ,. � � 2 BED SF.j al ( 1 VMIES,B%®MIN. COMPLIES F T�iCPGp—� / - 2 BED I STUDY()30113235 F.) 2 MIN.VA FIGHT SIDE YARD EN VPAIE5,3B 10'®MN COMPLIE3 T \\ /1 / l+v2E 140f 3BED ITOWNHOVBE51801]155 SIF) 8 MIN.OEPTX REAR YPAD(FT) VAR ES,1-11 1?®MINCOMPLIES U Q•I ' i 2J.99 _ W S pA RLyIC.T Xrt1 \ EGXTIGLDNGS(FIN WFT(TRANS.OVERLAY) 3110' COMPLIES IO1R -` k 'GO /'1 TOigL WUH1T8 l✓ $OU"2t 14"1 1H. \\ ` -- _ 89 OWPu 6 LT / WF'H CuTL v B' fi[B -0. 9 Mbr Pz reeM1 le MNe even9e ekvatim al Ne PnWwEfimNeE Greeal Ne kor2l'ne WOe Q 21.Ij2' SIDFV \ - ut5_ OO ditl'rp e g 1e I eOecklnsbrmanvNrooh enGb Ne meen MOM MMvan aevesenE D� 9 AN,E..ngene2em8m rook.Fe-MII-W ANR nPPNI M1om N.1..,l Ora.nreulrm W GSNNA Pom. /E/xts en oD .X es EIEVIARARNG .IB' I ertRY I �` o•<+-"" n 'r ` I F vMAK EIGHT BUILDINGS(STORIES) 3 ST(TRIMS OVERPAY) 3ST COMPIIE3 EIEV'14 I 't�_ �L`r'v B R MIN DISTANCE BETWEEN GOMPLIES " "�-'� BX`l l VP I{ ---''''''{9{9{9((( ' 53B \ 198' N/-IUP, \� BUILDING ON LDi1FT1 f 19� 3V FF ER AREA RED(FT FROM ANY `AFT ODES NOT COMPLY )AAI IF L `v IP ` - [ fd`I ' Commul ' /\ ,+ - _ ,, RESIDENTIAL OR CONBERVATON VI \ RR Y 1Y F) 1BFLOORAR RAT 111 5/SB, G. ._ F PORR y �m 'NI �Y /S GIIU\ L1- o. 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R _ - _ LNIl _ - _ R2 I _ -_- __ FDNC-SIO[vA1 _ N - _ C ANI( CI10.B ]115T tl L CUNC. `UDEWN.k _ � ,V I �l t- � 1I II I I Z A un 5 UI Z9F la Int ORA O 1 II 1 I I /F i N/F I MAP 1 IUF IAnP m UrI 095 U) 1 101 29A I NUS ' 1IGS NCR N/1 ( R/x 29 RD IUN SI_ Ho 51101�s1. ISAIfM IIOU$IN I / 0 G MAP 16 LET 195 71 SA DU O O \ MAP Iti 10 N/I � VSA NI BOSTON sl. IWO FAMIV \ v. OUR FAMILY 1 '. 1 N/F II II ARAIA i1ON SI. , _ RF.IDI NIIAI; iL51DEN11A1: I _ t "ryq-1'AMII t "RIP f-I[ MAP i'b LOT r m II CPRUN! Br IT Sl- -FTI RESIUFN IIAI. I I RCoIUFNI CHAIIWICK/&MNI l ;89 NOSI01 EN1IN" IREJ IAM.ILY - I 69 D0510N S '1 \ ✓ , TNO-fA RISIDINIAL I J - 1 R651D£NI 1 f MAP C L01 2R5 'IWl_IAHL' MAV Is IOl 2181 U) \ I I N/( RF ON11 IIAI n N/r `\ \\ II I aOD1.Fls coNOo' 2 \\ Ih 101 21l DONA&IAUUUf.F _ _ eU510N sL A �ry/� 1 I 71 ROS IGry SI. e 1 90s1ON SIRELr 1 I _ "SINGII FAMLY IRU51 1 IA'0-I'AMIIY l UI I RI'.sIU1 N1 Al" a NUSION SI. . NDOE"1 1, ` \ - \ COOIDo5 � \ 01II(f" 1 I a 10 2a406a BD' qN F -- __ — — s�e . 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STOP, / 29 6// / REMNN TIE SOLEPRHESEPLOF L OR, I R FOR GNINC.USE OF iXE6E PLM'60fl ANY 0 1 q // FORM OF REPRODUCTION OF THIS DESIGN 6iOR. " XE lI j _ N MITTEN ONIN SENT TWITXOUi EXPRESS APPOKU 1EY AN. SHALL RESULT IN TIE FULLEST E E OF !C PROXECUTONUN ER TAXI ' STOR. �� RE61STRATON ]y P 301 STOP AT OR. / IS � -. STOR. 10 STOP. p 1 STOP 0I STOfl. � Y �I STOP 9 P,vpa m,mMr 15081 ' �' am D4-14-2016'. FF- by TMC { � I cnalmee JSK o Aao1 1304 3132"=1'0" s /.Ozrz9e REVISIONS lJ yJ2 =1•-0• _ Ha Deavlpbn Dar F I � a 9 F I Schematic Garage Floor Plan A-100 BOSTON ST RESIDENCES ' PROJECT NAME BOSTON ST RESIDENCES PROJECTADORESS GOODHUE ST&70-92 1/2 BOSTON ST, SALEM, MA CLIENT AdW LAR PROPERTIES, LLC ARCHITECT ._... 1• KHALSA DESIGN INC. ]9' 6' \ o as-6� I UNIT#5 EL�v , S I UNIT#3. 1-BRM • UN 1-BRM+ = 779 SF . 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UNIT#12 \,- - v'.e UNIT#6 2-BRM I UNIT#41-BRM �/ CORD/O 1,089 SF 2-BRM 753 SF ++'-"• UNIT#8 za\ ss.-° UNIT#13 sE�ce 1-BRM P- UNIT#2 1,153 SF NAIL851SF 2 BRM ; 2-BRM /,' II THRs 1,085 SF ly TDHRU b _ 11064 : : ,� UNIT#10 VEST. 1-BRM s 851 SF RETAIL#1 yH°-'• 1 _ 4 er-T' '' RETAIL#2 \iAI '�°• A� aDPVRiDRTKDomo TXE6E DRAW NO6ARE NOW AN DDO a �• a�J�. y�OV 581 SF -#2 '� REN.Vx THE ROIEFROPERTY OF KNALEA o ELEV.38 H- ` fB4NI' _ UNIT#'�� FDOESIGN RMOFNREPRODUCTIION OF HI60E C USE p * �n•neure Po aIN MOLE OR IN PART MHOUT EXPRESS FMRY � YYY x�\ 2- RM MITTEN cONSENT 15 PROHIRrzED ANO •� XxSHALLROSECUTIO E FULLEST EXTENT OF 06 Y° clsrw.noN 1 —Rs*>x �wnx Aam ToLIXACS , TMC APa..�av I 04-14TMG F S cnwkeay JSK o RI 3132"=1'-0" �^ REVISIONS p ELEV.]8 N- Nn OMlam O@ Y 1st Flom o _ — 3I3I"=1 I u I I n I € Schematic 1st Floor Plan F A-101 BOSTON ST RESIDENCES I PROJECT NAME BOSTON ST RESIDENCES IPROJECTADDRESS GOODHUE ST&70-92 1/2 BOSTON ST, SALEM, MA CLIENT LAR PROPERTIES, LLC ARCHITECT KHALSA DESIGN INC. 84-181R' i��t' F \ UNIT#19 H— I 1-BRM UNIT#17 763 SF 1-BRM+ 'Ey \ ��40• Lusa � � �_ \ TAI STUDY UNIT#21 /+ ' \ n IVALOO STREET SUITE Opo SOMERVILLE,MA 02143 UNIT#15 994 SF =,_ 1-BRM UNIT#23 / \ TELEPHONE'6„�591L66i FA"'617eSgToG86 2-BRM �.-� MaO". A 782 SF \ , CONSULTANTS: Room 824 SF \ 1,212 SF z4�6• 824 SF � - o®.6uP zs.a. \ 3=-6' UNIT#25 1-BRM COze.,. 829 SF UNIT#27 / R R I J RIpOR 1 2-BRM 36' B' OU- .ST� 1.089 SF UNIT#18 G UNIT UNIT#22 UNIT#28 2-BRM 2-BRM+ 2-BRM UNIT#16 1,141 SF a 944 SF STUDY y "`� & 1,085 SF ',I m 2-BRM 1,055 SF 1,305 SF ; _ UNIT#24 -I'° a 2-BRM _ 1147$F UNIT#26 ieoisc GHT FBI 0 aqe xowaxOOo a Nt� B6' 6• CPNOPv 1-BRM+ y' DEMAIN THE SOLE PROPERTY OF KHALSA y ,I STUDY FORM OF REPRODUCTION OF THIS DESIGN S FESIGNINCOLE IN TwSEPI-PSORA f a_ 985 SF ;NRITTENOOx ' �.� UNIT SENT IS PROHIBITED AND SXALLfl ESULT IN THE FULLEST STENT OF H 2-BRM PROSE cuRox UNDERLAw 3 1,055 SF . REGISTRATION n.zT� i 5 N PApanw� 15081 g' wro 0414-2016 prrPPEy Author 2ntl Floor C, 1b, 3132Checker o 3/32"=1'0" "=1'0" y REVISIONS ' Nu DemigaK Dam 2 6 F 9 Schematic 2nd ' Floor Plan F A-102 ¢ BOSTON ST RESIDENCES d PROJECT NAME BOSTON ST RESIDENCES PROJECT ADDRESS GOODHUE ST&70-92 1/2 BOSTON ST, SALEM, MA CLIENT LAR PROPERTIES, LLC ARCHITECT KHALSA DESIGN INC. , r _ N 04-101R' r \ � ALCOW / ROOF BELOW _ \ I UNIT#34 ELE UNIT#32 1-BRM UNIT#30 T 1-BRM+ 796 SF �T UNIT BRM36 \,•. \ \ ` STUDY 1]IVALOO STREET SUITE 400 STUDY Yy.�Q \ SOMERVILLE,MA 02143 N• 1,21180 SF 2W W 980 SF m'-s 3j,_ .696 SF UNIBTRMS \ ' TELEPHONE`.617SS 99]FAA 611631-z CBS B„r IYI �'. . nLcoN \ CONSULTANTS: 803 SF - � \ UNIT#40 auto 1-BRM 804 SF Co 00 UNIT#42 UNIT#33 UNIT#35 UNIT#37 R 2-BRM 1-BRM 1,075 SF - - UNIT#31 2-BRM 2-BRM+ J I ! 2-BRM 1,159 SF 949 SF STUDY V-B. UNIT M % 996 SF 1,323 SF 2 / 983 SF UNIT#39 so-, 2-BRM e 1,158 SF U-BRM+ I r0 / TCOPYRHESE RA'AINOARE 4 STUDY 4'4' / THESEO THE PRENo TY OF SDO N A STUDY flEMNN THE SOL EON INC USE F THESE ETPOF ORLAN ON \ / DORM OF REPRODUCTION TION OF THIS DESIGN 990 SF UNIT#44 NVIHOLEORINPASTWTHHOUTEKPRESE MITIE N CONSENT IS PROHIBITED AND SHALL 2-BRM / PROSECESULTUTION IN THE LAMP FULLEST EXTENT OF PROSECUTION IN THE IAw 41. 995 SF �' 'REGISTRATION A \ / 6 o' Ld Floor / �3I3Y'=1.-0.=1.-0.. .. . a - Pmkctin,e.. 15081 § Gvm TMC ' oiweq TMC � A.ewey JSK c sol. 3132"=1'-0" s REVISIONS E W7 DPRI Gale p2 P `u 'n s Schematic 3rd Floor Plan D. A-103 )—NST RESIDENCES 3 PROJECT NAME BOSTON ST RESIDENCES Aaoz PROJECTADIX SS GOODHUE ST&70-92 -I — 1/2 BOSTON ST too sax I SALEM, MA - s>` CLIENT LAR PROPERTIES, Ifi'-P A m'-o• I ARCHITECT C 16 p 16 p fI IP pKHALSA DESIGN INC. UNIT#11 TH a iH TH TH TH TH " TM TH N TH r TH TH 3-BRM UNIT#2 UNIT#3 e " UNIT " UNIT UNIT#61 _ UNIT#1 UNIT UNIT#3 `n UNIT#4 o UNITS '^> UNIT#6 741 M 3-BRM 3-BRM a 3-BRM m 3-BRM 3-BRM 3-BRM g 3-BRM m 3-BRM „ 3-BRM 3-BRM 698 SF 731 SF ' 731 SF 698 SF 741 SF 672 SF 3-BRM 536 SF 536 SF ' 537 SF 672 SF o ` (2155 SF T TA I I 537 SF LEVEL 1,2&3) (1901 SF TOTA (1968 SF TO (1 68 SF TOTA (1901 SF TOTAL (2155 SF TOTA , LEVEL 1,2&I3) LEVEL 1,2&I3) LEVEL 1,2&3 LEVEL 1,2&3) LEVEL 1,2&3) — I DN 17 ISOMER STREET SUITE 400 II a Du I OMEMA 02143 TELEPHONE,617WIa6x Far.el Tasl-mea CONSULTANTS: GN y 17'.11I' ✓,.' 2111' I X TH 1st Floor TH 3N Floor } A3M 6 2 COPYRIGHT MI O MIS j DRIVE REEIMEN THE SOLE PROPERTY of a GA a S OR ANY _ -• IN MOLE ON IN PART KRHOVNINC USE OF THESE LT FOS DESIGN EXPRESS ttU'-SY<• RMOF REPRODUCTION or THIS MITTEN CONSENT IS PROHIBITED AND SHALL BE PRO ECVT OX UX BER IgWESTPATENT Of p 1P B, , REGISTRATION I66'I II CANI I I I I I .� I I—B, I u'.<. I I IS93 I I I I I I I I ICAR GARA I GARA4E i y 1 c�E I R I I I I .. I I I I I I I I i I I I I I I I I I I I I �� c L I r N I I I I I I I I I I TH c c TH TH TH TH TH LTH —TM' �__y.H, o ;Hi e j TH _ ic - UNITM UNIT#2 m UNIT#3 a UNIT#40l UNIT#5 b UNIT#6 PmpdnumB.. 1soe1 5 741 SF 3-BRM - 3-BRM 3-BRM m 3-BRM a I D m anazms UNIT#1 m UNIT#2 UNIT#3 m UNIT#4m UNIT#5 UNIT#6�' - 3-BRM a Dawn n, TMC 3-BRM 667 SF m 700 SF 700 SF - 667 SF 741 SF e CY Wd JSK e 708 SF 3-BRM 3-BRM 3-BRM 3-BRM 3-BRM II So. ,re-=r-o• 9 666 SF 700 SF 700 SF 666 SF 708 SF REVISIONS p3 r Na DevIVIITn SITE I 3p n TH2DO FIDDr Townhouses- /B•= -D•• Schematic Floor Plans BOSTON ST RESIDENCES R LEGEND OF SYMBOLS — — -- _ PROJECT IPPARS TEn.c ZONING TABLE CIA1. ar r L i ACTUAL O SO EXISTING HYDRANT �S. ZONE: NORTH RIVER CANAL CORRIDOR NEIGHBORHOOD MIXED USE (NRCC) - Eo A u s P LTa I c' s. SOME Q V PXL FORM1ME Ory sH04v LS 6EEN D6n.Ep ERGM I °RONTEp ORAS MOONED.%IFiIN.9 UTILITY POLE � REOUIR L/aLL01V=p i L L U LL AROUND CURE NINIMVN I.tlr SIZE 150[0 IF' 73,382 I.N 2 ?L DtLEATASUR CHOIR RIC COMPASSED i0 ME NORM 4NERCAN VERTICAL]a1u OF r u O EU51NG EDGE OF LIINIMVM LOT ARi4 ! pU 3.900 5 L DOES NOT COur;V I IIIvH LIFES SXOAR ARE ME RESULT OF AN ACCORD INSTRUMENT SURVEY PMPCCNEEA W W Z EAVJI:Ni \ B x5 S 0 5 S ON E 'E L OSF snL u MINIMUM LOT 1'/ID'H 60 II. J]62 J 6 'O OT4ER s D aR ¢E S Q LyJ EXIST. LIGHT POLE C ( MINIMLM 'TRE_ FRONTAGE 100 (L LI].J8 (L �IMCM�C'C E F E 5 Rs F cc D SHOULD E SID, / ODyS MINI IDM ERONT SETPAGR - 250 1. . AN UTDnC SAL'-9E VERIFEp N THE ICED BY FEE CONTRACTOR PRIOR TO THE O 1— a..RT Lc CC"RFCUON AND SHALL MONTY 1X`NAMPAS RENXESENNERE IF `°0, MINIMUM SIDE}ETRACI, - 25.5 T. - IpOre i'iC�E SXcwx Ox � LD'RcvEn�rrc PRO2 05ED PONTED CNEFF D MOM PE. 0 C DE^. ENTERING J LLJ TRAFFIC ARRON MIN LMA REAR SErpACM1 - 269 IL W w O CLS CT D c S S SET E E L AMD SO PROPOSED RE' '?!ALL _ SIGN 'STOP NIM1IVN JPN CE - 49 2 T. HO C E C T 0 Y ES aEFRE E N > '(F NCE,RAIL L' 0 0. Ti i L AYIMU iULDIN HE HL 0 R J6C II W r . LANDSCAPED AREA v J C G COSIPI P C 0 B Q L� 0, OR V '90 FIT \IND STOR 5 M THE PIT'OF CIA SYMBOL / n.0 a Lv� rre' 'c E ne '/,A-' . .>R PARKING CALCULATIONS a. E co.Ar. ro s DEPARTMENT a a c c DIMENSIONS c p e a pEs c.-D N W Z b S EMERY MAXS4JM 3UILpM1 GR NO CO"- AC{ f0% 30% EPROPOSED E lit TYRE 0 \ GN OO NOT C E 9 R STATE L 9 'OCC PROVE➢R, Z O w Y PANTED-ATE CAM y E ' 0 p1G-T FLCO 0. 2 54,216 GS LT (1 v95ag GcR (SSE IMTEt UL.L) _ \ END N AS 3O *Rc © ! `1 ( IF \ RICH s TO LEFT c c c L o R o cOxs cn Ec aL g L O g`��` 9. \ V \ C ER PJRp' R50I OUu ic' ZREO;IREC s ACES PRW OHO SPACES E E 'E [ [ O MST" Z CO 0 N IOP" NRn,. PROP VER KCAL GRANITE - _ {'T� _ L� CUPS VL MGC S'�R E \ cCN STOP A, i0 COMEDIC OR C BUILDING ER r W N PRO. A..PEp GRANITE s-=a J A'r N vrvrt - :DD mD s = Q LRP t.G.. x Esso PAINTING EE.i.PLAN IS PALLS o BE Us DAMAGES SUBMITTED c w LSe E 1 OF /� / wNMpcuL , SPACE PER R'.0 L C EFA G D _ O Lc 0 0 En ry c 'I. ONE Wn- DIMIS, :so IIF =A a W /HH PER 2 _ _ PLE C R 5 ES.O DS E E PF U Y6 PPIP_Ri GOP �� A oo ENTEn' ^-A ��A rt _a LE. I Tre o S E IN .9q O Vl a 0 p T a TOTAL 106 Ips• _ J O �/ ,,SIGN '�iEn 3` / PEPS IRE o RESOURCE FFSE c E m9asc p RDREsr OIVepw r— 0 �, _ s+c s o NE BESTOF 11 4 GE OIUTN'. AE GP �)cic PARR NO Lo �' STAN 'o VE le IOraL P R 'C LOT 6V AZO_9 s o-E ALL e E ES s c O T O OCCURS S W 1 IS -IN e PACES A .RXINC' IO ,=D L W�' DISTURBANCE SHAUL RE MORE FISH 150GC SCRAM CUT IN AREA / wy�/� \ \ s6 fXTERIL+, e6 HAPPIER GArUeE&a i0l4NYDVSE CARBIDESTOB I..iuj �j \ TREE I" 52 R.5 AW ST (A LWT, BOG \ Q 'G. CIS ./� S. \ 0 � 1YAi LOPOSEO CURB T _ C R CURBING NOTED_ v' \ C SE. tP E J 0 ). Sc aFi'NaLL DhYCIAC .9i ICN "E IY.E'1NE" MIPI.FG SIGN PICAIRI TO p_MAIRCURCI PRIOR IN N.-ONE O Lu , NF \ NO PAa a4G' Lu PROP. CORE —��ROP GO, ftfi WALL 5) PLA�4. AYE % E LANDSCAPE 3v 8 R 5 DESIGN AUSECIFTER LA S i ENGINEER. THCUW GL iO E. i_ GL i0 PL RAMP LXL JJL CL'Fl. S 3EYFF E S J Oto 05 G .ECO.CONTRACTOR , ) T .r RESET T RESET TO r-v,.���� E<S; \ cl.'N LL n E OI'ERS R ESE 4E 0. OR RESOLUTION OF THE v, y .DIN HANGSnL1 NG 'iANGc` LANDING $TEES IGC OC �\ O Q RAMP T — r 1 COQ \ ,DANE;IAD s AO ARIDLY ET RMnEO RY LFl a m O (� s CA.L 11-D S SPACES sash A �A oPoo�, /V, r�&�V CU„� P,.. _ \ G6rD, r F 1 . A C h fKY A 0/v �'"5u PROMISE ' s, BASIN �� �� \ MFLOSVRE PROP / IT PSOP. FT FROP s+ow sr FM`E/R IUR RE5IDENCP.S �� % IAOo - IT 0 waE� GRaGE O Pte/PALL ff REy.91L D LD �� \4.vos_ (-O NDE) .ZD'9.2 .JP- _ 60S10N STRENT �V/ / P, /��YC Re COL / /\ FENEPL % EPC SNow STOR'01 I PH IF r SO IMN / (J" L _ .. c�a \R444.;OR' IF,PC PROP.LANDSCAPE AFFA / I / C v �/ \� \ P.CES ALL C P a l j OrSG`V AE' 4aO.\\ M \ 3 CY OR Vmm PRDr, rreao AVER �i >' / RD I IN \ R NC /� Up\ / / ONOF4) °- NARK h.I H . \ \ p aJ\ / /' / IF A E[NTRANCES ry `'CCS e•V A' 6 'G, M1TW vG g EF'. 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G / EXISTING SEWER J \\\\\\\ A MP>SACHLSTS.EEREVEN TESTABLE DOODLE C EN IAIAIE 455 .BLU BA.]KFl_GW © < Q UANAOLE C PFENTITIES SH LL 9E INSTALLED ONNEW FIRM SERVICES. Ln � vA O 2nH 1 ES INTO C 1 N P F F.xi S L B Ai PATCHED EXISTING WgTER N �' 0 . � . S s ALL BRAND ORAIM1'S SMALL E �° OA NDP :vEPi<5 CMERIISE NOTED HEREOn'. EXISIJVG WATER GATE U' O W 6 'UNCLE ROU D F21TEFPHO'. CABLE tOP CAS SERVICE SI—'LL BE INSTALLED IN EYJS P.G HYDRANT w w ACCORDANCE WITH THE REQUIREMENTS OF THIS UTILITY COMPANY I.I.INEI501CUCN. ME p5. SANER AND SEWER RINSE BE-OBSTRUCTED WILD I P11111NM OR.ONTAL SEPARATION EXISINf llilLltt POLE 'Zo • Lu p I i• Q5 OF 10 PAFEET A MINIMUM VERTICAL S`- ZS' MAINTAINEDATION OF 10 INCUES 4 LL BE MAINTAINED p - EXISTING �RHEAD Q (� p ERDPDa�D SR1FFiWA=ER In 3 WNEFE'VI<cR VAN SEWER FACILIHILD IF EITHER OF THESES CONDITIONS CANNOT OHW N bF i ARE H ` \ v / BE INEU T FS1N£RARE�LLBE EH RE M$REO IN CmCG LGryJTC S A FIST UTE OF BEET 09 WIRES WI 111 BE /'fi (OR.TEC6 B C C'.AM62Rt EXISTING CURS Z J O IS [ CH-IBIAR Ex 5 r TnN Ey, cMry ti-ALL A 5 ER IAIn AIO RVCES SHALL 3 SOF 5 PVC E 0 FORMINN TG Q p TOP OF C'E 1 5 104] ASTM D3 4. SPAIN PIPE 'MI O ET OF THE BUILDING SHAG CONFORM'O THE PAINTING EDGE OF -__ _ __ ____- V OP 0. C.AMBER$ 3J \� (IAO LEO DMH) \ RI.1 __ SigiE PW M3 VL CODE. TESTINGo SEWER DERIVES Ill- BE IN CONFORMITY W 11- PAVEMENT V) Q 2 HOPE DRAIN IV 1 .� IN / //� S BO70 OF CHP BERS-�A I ' II V 120115 f y. REOVIRE i5 OF THE CITY OF SALEM O N E UUTT O. >O 100 ISI / nv-i a�IE) \ \�- EXIST, UNDER ROUND i m v` 'l -V IfY SERVICES RE PPRO IMATE 'D E P?LL B OETE EO B C (ELI ELFPHONE SO UR 5'r3n aff) �n ,.( •qh^ S ` AND MECHANICAL ENGNEEN w N 3-ALL COVERED PARS INSHALL BE DUARDO TH F COR PLAINS W DISCHARGE TO E%IQ UNU RCROUNO AN IDC G T J TM.T Y TO INCSANITARY SINCE SYSTEM E E.TRIf. _ n w ryo Q 0 yQ"F { \ \ AL PROPOS J SEWER q HCL S H HAS LOWER HA\ .L'M TION IC.0 L_BE EXIST. HT POLE 4 J V T N / P��CVD D WTHWATERTIGHTCOVERS. w 1 / N` / GAS >HUTCPF B / �ll / SCG 0-AH TOFF S L ARE TD BE REMANDED FOR ALL FLOOR pRa NS APHID THE PAR4NG ceI 0 EXR `,. R TREE ' / ''(�,A � GARAGES I RE SUBJECTU C oN DURING FLOOD EVENTS SEE VLJISG GAS GATE A D Q r / TREE 1 J A/ MECFANCAL PFAFF FDA PETALS. 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TO E DETERMINED A N SSR / / - ILLLMIN N CUE CRATED FROV MANUFACTURERS PHOTOMETRIC DATA. Z W M - ILLLMINAN E VALUE SHOWN REPRESENT MAINTAINED HJR ONTAL J O N = FOOTCANC'E AT GPDLVC LEVELCl 4. FOOT Ax DLE N_J SH WN DO NOTA COUNT FOR HT REFLECTION, Q o ( < U EXI DNG HIGHT SOURCES. SLOPING GRADOR EXISTING OR PROPOSED U _ N G THREE DIMENSIONAL OE IEC> Al—xm swO £ ..O§Yvn Lf Z m >� J, IN �B VVV Lu Lu Iz 7' @ N �' W 61 a` d' J' a � � � O w Yq oa LLJ A 41 IS, AC RIA EP 41 -`a� 1 e y �°� TD, PEE. Fp 0 Lu "�ess�eerarc ° �`�' °a' a° � .._,..a .,�.W..._�.,..... co 0 \ O� lam— 70-92 �.T° - �. cx- I,-= O ° 11 T- d` °., _d ti "ST STREET ��/�� a° d d° °F IF a° V y r�i D 1 A/, AV a o da 11a dO� a b 'k ,�'' S° - `Ki�'"' _ y .� „ �� / SO II "T' I `I I i - ro d y xA o :' A PRm o5D" _ T+o L Il a T �� P � ,:�_ I a% _ oPose a° d` STORAGE A I y � a _ .y x D(�gx�ON < j I > C ` � R 4 �` CAN' TIM, �f- "'1iO1 ES ry A a �l . °� LA T 4 J1v _° d� °TA a. a` o p I g S > , r . .F g 5 a umm° M+1. a 1lCa ��4NTfA �b B o5'� a /v D" T �I �_ Po ��_a ^ 0 °� ° SL 'FC > W O '. dv`j '� Oc aAl - d �' " —��_ fi Rte— � �I Ma' If I� jl a° r ��" a,. a° 'O 'z' ry ', ,�" �1 W a fid' o E EE Zn\b,. d� �r .aM� / L` moi ' r �ry U. "� t�' �'' 1 =a° `S° aha d $T1 a '.er o„ \4Af e1k \ . ' ''�1 °' , ;^ / n*° .rtC�. ,` �G / � ^,! ' '3 ry�I �. aL u A NOR 1(,i'I ° a° aA1 a a' r d $ �� r F ',oa' E' \ s' A - y 1a ` 9 a � a6 CA A i oma m ° , o*° a dP' - x a' d' d" ^ >✓ ry' 4 If o o` dz o 9' °� A a $ v cT, a F a , a °�B�STb" M�T G. e j a t aN ° d n n It v d� d RiA Z Of =n SE4L 3sL L� nxlse$o c=mE ramE c mew PROJECT NOTES ",'I'D GRATE 11 eDDING 'AD-F GOTTEN M1ICRTnR \ tE CR AIDING.COAL 1F 1 SURVEY NC TOPOGRAPHIC INFORMATION S THE RESULT 0. H ACTUAL IRSTPUII O rxIAT GRACERVEY AIRGPERFN _O 2YWILLIAMSHOW 4 N ARAGESLITHN LL THRONG. ENkLX 2p16-SOME Q ARIC,AGOEFT TOR TPR ERICRS C J]Ao / rFAmE.4"Al.CFAT V0POUS SCC OFT. 0' SHOWN ON gBViTING L07S.: BEEN CICI =cU FlECM c To PC E. r "L'DE i BE USED rH KE VARIOUS SOLO E. C LJ LL O OFt O 5 P EA IO RJ OE— GRADE gL.USi Ic�5 yy EO GRACE AOJJSl1EN i5 NO0.TPR ', u` q L ELEVATIONS STOOD ARE REFERENCED i0 THE VORi;i AVERBAS DATA OF 1986 SI TA AN--2OOLOPC PJ?aM1 Pu 2J L04p To c LSE.TOOTER L A ANN TO PD1, LU C Z reADE AUJstmrrvasE ( L L _ CPL SEC ONS .JOE rC BE AN B'FLAT!OF OPENING _ THE ULTF SHOWN ES F E ILSULT or AN ACTUAL O FILE TI CI YEOFCSAEC W W CPNILFL SECnON / HOLE'OCE -PVI 'CAS[ry RISER D PHC1E TO'E Y JIOTHER ti S OF RS LL RO RICE$ Phus CN FILE INFE TIC ACE OF SALES J N ISE3 $ECT ON —FA`LITI N =pt E AC ER PLAINS T RECOUP. NO REPRESENTATION SUBSURFACE CR w GTOS A E Is ULD B TO S A Q W / POPLAR = 0_'� sE HE CONSIDERED OF HE Le:-AIfN OF IN su6suRFgeE v1YL RES AND IouLU 2E L Ln = cclslcERm uppox MATE � N O5"ccnOx .19"tl'olAm..a _ - ALL JTunEs L HA ECATIF SELL BY THE CD t C 17 PFO o i IONS Of ' CONSTRUCTION p SHALL N FY T 0 NR' R. $EN .- EXISTING 0 0 N$ RISER EDITOR FISER SECT FIXED, o.FER FROM OSE OWN THE LAN [HA All PREVENT ti. APD�D�EO WORD FROM J W DUTIES OF PPE of NO COMPLETED AS UNTENTWO. W W RY CLEMPNC p/ dVNL T E I pVFING^0 S JC 0 CONTRACTOR 4 STNS C ARISE 6- E PN r%511 iLtt AND > {i. r PAS RESOLUTION OR c HE CCKFUC 'HALL NOTICE DRIVES REPOTS NTAT VE N will NG .XPER - T F Of fl Icy TP o ` TELL a c_A xTF PJR RESJLJIOn J. THE CONDOR. W N SB, �2i9CiaiPNCEE R SECn E-CAS IN All 5. CONTRACTOR TO CALL DIC59FE PRIOR TO CONSTRL'CTON:BTI. 6. i E PROLUCY F SEC EP CONE ICM1 SZ TYPE LOCATORARE i0 6E T S'.CN N N J f o 'ME E DR' CH �-1� Gig.R15N IR1P COCA CE fi MR TOM 'FOP PUMPING CODE. J Q O Z 1 BASIN C APSE aEC'ON' L PPe'F]L.p L.Uet EASE SCC HON'_ q� ME CONTRACTOR '.q i F! 6 D. OMENSO NC RCH'E i P L d' RARE S__IUMN � ( d Y I "t�FG 0 -09 O THE START OF CO ETRLGOpN - Q (n Q 0 All PRT o, m A DEAN PF�s PFL To aL HDPE oR APPROVED EcvmLEVT LGE11 J �i orXSENSE S?EURE-1, d Z m A - -. PROPOSED WATER SUPPLY STALL-BE DESIGNED BY MEoNNNiCAL ENGINEER. J r''W N 12 C WHEREVERF Ia E 5 WEBS L BE UJ Ar A N V. OF C GE-T C) \ _ ` v / SGR ENEO..F4VCL vl irX AND PART OR PRC C 0'WATER IAN. PLACID 0 ZO PLL. FROM � � .L LOLL Cf Pi' S L C U ER. RE EEV CTCRAv HICK Uu]51RSEC EA. 5 F P.IO OF 0 FET SE ER MAIC GTE SE Ef M L BE LAID IV SE 4R TE NAS S..�EAnC9NGRAVEL n .'-I scw - E c UNDISTURBED EARTH TRENCH J :E EfE N OF THE c J O THE ENE P Eo AT LGs B 'E' N ` UNDISTURBED EARTH 5e Ow THEI-ERT E w R ISA RIEUP EF 'SWERS MUST Cass U TEi TER W C) PRECAST CATCH BASIN PRECAST CONCRETE PRECAST CATCH BASIN 'I.FA` BEp$E"s`e6ow r�1ET SUCH DF TH„A ER M'<u.WHENRIT IS IT N oFFOSSIB a TO W DRAIN MANHOLE DETAIL AND 3E'iEa s OULD HE E ca�sEo slv mNcaETCSFSOT _E-Aal°rilEa BOOS oiEWATER cssmG. O ry DETAIL DETAIL (NOT To scxE) (NTT TO SCALE) 11-THE APPLICANT SHALL COORDINATE WITH THEs4EM Pv6UC FORKS DEPARTMENT TO ENSURE W ca SINS E CRATE (NOT TO SCA-7 ?RAPER DORI "0 FIFE SEEMS INNS C BUILDING FRANC, W vV /-SLOPED GRANITE CURB 12.JiRIR ROOF DOWN LOCATIONS WITH ARCHNECTURAL PLANS. _-S SPECIFIED L'Pc 13 TH CONTPACTOF IS RESPONSIBLE"OR THE P C ECTO, OF ABUTTING PR PERCES FROM W 6' CIA SCHAI LSPi E. FILLED WITH ]AA SO N RELATION PC ALL :JPO ED 0,:, I� W EJ OaWR2CWCoc J Fuxu ..vE G CONCRETE. PROP E ELDFD CLOSURE 6 1 6"/ L--<` REVEq 14,TO FCURA:CON P.5 NE-P D aeALL BE NSOMD N ACCORDANCE'x F 750 CUP PICS v, IRA IE O NRB OR AND.I. U 1 ALA 1"Ai BORA PPE SIA1 6E LF! %� O LAYER Fpr CURSE (rN MASaACHJ5EP5 SiaT�a CIN6 too-H J I- E C:.A552..RD I STAND ..RE Y EES ANC PALMS COOLED. FOULARDS TO 6E L N Fry ShUD"RACE CRATE O LOW POINTS CR AP?ROVCO COVERED WITH PIX)ECHNITENE SLIA COVER � LAYER BINDER ::CURSE 5. PROTONS OF TE'OPR ; L CJ P 'E C RTIT.,ERC 'S WITH DS46L :5 O W �— ELJA I COLOR TO BE COORDINATED WHO OWNER T CENSE GRADED CRUSHED c T SPC SL 5 AR J L EPS 6O DRE LATI 5. L ADF19R STONE 16 PRO-OT SECURES COVERAGE UNDER CO ADDED CONSTRUCTION GENERAL PCRMIT AND OUR r -SBR GS N1 RIPPR4lON OFA STARIGNT R'COLLINSE\NTON AWN. _ �\`PVUEEL CONCRETE BASE O =CITE DJUSTu..0 15 17 ALL ORS 0 AL GONADS ANO E RKNC$SHAL_ CEFORM TO E LATEST ECHO.V O mx,3`rL-T LO' AS C , ADERHOLD TO c n FOND aORIDIVE SLOPE 6 COMPACTED P THE MAN OF FOR iRAFTC CO. CANCER, FRCOIAT N FREE h 4, FROM BLLARD SUBGRADE [a Q SM OOn CONGORES FINISH 13SITE TO COMPLY WHY OA STANDARDS ESSIBLE URB RAMPS SPACE BE PER THE 0 S VAc ACHVs-TS A3 HIT TUBAL CESS BOARD LAND AND THE AMERICANS WITH A DA ETCR T l,.wN15H PAVEMENT Gli4pE r VSRTCAL CORNING CUIEV, DISABILITIES ACE (ADA)ACCESSIBILITY GUIDELINES. reSER SECTAN - TYPE VB FINISH AL PAR -- --)--+-- ISH I VARIES pINULIE CDVHSE O IMI �y,•TV LE OF COPE WiP r c EARANC- F_ ��sa`CONCRETE FDUNCAFON TOP COURSE 7 USE 3ONONBE FORM / 7 SERIES 1 _ \_HEN MAP GTCH \` / P.pP G i __}i6 ELDED HOOPS. POVEJ EWPL V SASE 5 Lmrv� K -9 DIA IOP. BOTTOM. A J CENTER HIRE- 'R E fi' a / \\ lFOR PAVEMENT CRUSHED s CUT ~ CCAIPACT J -EVP cE l`IS C�/��/V--,/��% ED SIRum SOIL PAVEMENT 13--5 A, E 7 AS N `. RAVEL B F ° 6"MI:a. 0P POLYETHYLENE COVERED E_R1EGEGA Ha - Ei- '� BOLLARD a " - WDTo 1E31,1= �li I I �DNDIST�RPa E.wr„ DETAIL VERTICAL & SLOPED GRANITE CURB PRECAST DOUBLE GRATE CATCH BASIN rGOT TO SCALE) DETAIL o (Nor TG SOIL) (No-TC SCA-E) . MANHOLE CCVER T1, CONCRETE COLLAR _> READ `SEu9ER" - Go MAN'II FRAME 4vo WE .- It 1,111 AS FECIFIE o �EWSRNG GECpN) SLR=AGE OR m � (USE H2O LOAD IN PRNIN6 LOT! \ / FINISHED GRADE w A WE E PLAN B BRICK FOR CFME 7 MY NL CTA16vT EC FR.4si TRANSITION SECTION V a BRICK SHELF �4NPLL OF MANHOLE � GO CR BARREL SCULPT WITH SLOP 1'11 FF VAS OR PRECAST TO =LAB JS i T E rT a P BRACE FLE:'ADON SAME AS ^' q q ; Io CROWN 0- HIGHEST PIPE. a O O —RUBBER CE-PINI :qSK� c STI IVC m w W PR COLIED FLEXIBLE T A M A Q A O UNLESS OTIERA SL-�. - JONi ULAN"AS SPECIFIED /V/ALL OF `.WNHOLE AED rvD CATEO ON COMMONS HEU 3 j O O¢i n v� ANHOL BONGS -- —ELLIPSES OF I-.3:A'5' ) o BRICK ON CONCi'EE L� CFAPROPY__NE COATED 1`E OR 6 LENGTH AS REQUIRED ` �p PE 1 PIPcJ ( R INIONS !'� S` MINIMUM SRL CLlP'Ov =PAIEAS SEE PIP LOPVLCTDN eD I\ a _F F_ w RO4IV O IIGHFS PPE A DE- S TIES S4E7 ROCKS ON e' IS IS V 2AGF 2X0 EXPOSED LAV_ of ' Ay,.�y/I RE �� \ 3"GOALIE - v> j —IY MINIMUM SCREENED pay �lE p� =gz GRAVEL. RASE. QI�'^ aTD DROP COra RICK CHANNEL APPLI�E ��°EmSa :NECTIONS AS B]GC ON EDC= WELL AS CONVENTIONAL. UNDISTURBED EARTH PHONINESS OF BOTHEI STAB &V�AR -.iA SEL,TION B-B SEALH D 'Cr pE LSS THAN HE N WALE BARTOP111NIAWNsEcnOr wA1 CR toP s1AB ENSU G1lAVEL T n tl c 'slq WHG VE IS GREATER, $ �-9l OR CONCHETE FILL. -f U LIS:L1 p"D EIAIEIH SECTION ?-6 T/PIE s PRECAST SEWER MANHOLE s DETAIL 3 i(Cbl ODDITIES RACE HEAVY DUTY CA$r OPEN FINISHED GRADE U^Pt\%J PAVED GRACE [OVER AND FRAME _�W=A'i TO 3pLF c � EXISTING GPOUN0. MLR? p A D \ \ C U O \ PAVING ANC SUE-BASE M9IEAIPL _III 1 TL A D J 3 0 2 f 5 -� T c V 5" 0 3 3" 0 5' AS RFOB r`S. ° ISG{ Li Z G Z_ LU BNIJCN FlLL AIEGAL ,^u`MMOV -L MATERIAL fi C\CRL4P - M1 D J l 2 6 6' 1 , W 1.5- D' S p 9' E 5' 1 A� A ER l Q W 4 B• _ COMMON FILL MA?EFiPL \ WARNIrvG TAPE .�.� ( 5 L' 3-6. C" 6" Q 8' S'-n, 6'-0_ INCE GEDiENiILE FABRIC p'-0' "_p• 2•_F• ( / J W --'% SGS=s1ED cwrv£L PLACED AGAINST MP) 'a _ 6•_G• a•_c• z•_f. 3• W W NI SIWs ANC SOTTM.OF IB' 6'-v 6'-6- A 12 MwINUM SEE -y_C _ 8' , s•_p• 4._0' 9' _0. DLTLE TO SEWER 8'41N CLGNiA E11 SIEG GRAVEL Q IN SC2EErvE0 GReVEI. I p z Z � _ J z NcrES: Z Q I i A'PSBR. LCR3. HCFE s' }' 1. CONiyc E: 4,000 PSI MINIPUM AFTER 23 DAYS- , AN S-11EI OR CFXN _ TRENCH SEE rvOP MOLES FACING UP) B n STEPS Q 2. MANHOLE DCSIGN SPECIFICATIONS EINFORC 10 Ll-EST i' ASM c SPEC raP SECTIONS eEwfcrecfp N SH EA 5{ g z m UnGISiL..B p.TETE/ CONCRETE MAM1.OIE S CTIONSJ JJ Ci'A 3EL0 UvpSNRBEC EARin 8' 'AN S eCRA EL BEDDING } STYL P 5 N p TI04 JOIM1[ GOM1'FOSMS TO ATEST Q N NOTES 6EL0f TR S R C• E AN O.- RIPE. NoiF.'. SEP1p Cu vCb .9R PRA OP06p LCCPiICn. ASTIR C4S3 SEL. �. . . _J � L EC' PIPES OTHER THAN- 'ELECTED CVMQN CC MAY 3E VSSD FROMA SEE- REIF'ORCED COPOLVA_R POLYPVOPYLANc PLASTIC MID BL4ME ER OF PIPE O I-'A_OVE O'OF PrP' STEP CONFORMS PC LATER gSRA C478 SPEC. N SECTION NE\V (V TRENCH DETAIL FOR UNDERDRAIN s. PIPE NET SUPPLIED. - y~j Lu 01 DETAIL GAS TRAP GRAVITY PIPE r ( W TC 2A (rcoT ro SCALE) CONE SECT AVARABLE IN s'-01D.ONLY, Z FOR WLELARGER i4AN 10' THE DSIGN AN B DIMENSFGN DETAIL LWW C WILL BE DETERMINE FOR EACH PARTIW.?R CASE (GOT TO E oa FILTER FPBiIC AS cPECIEED W w }C Luk SPAONJ BETWEEN r T Z l/) XP N.ION JOINTS O W 5'-G" nP - LL 'cR ACE MEASURED IHC JNCRE E ALN - ALONG FATE OF ?HIS CURVE. rx3AMP LNG iH /E EN'RAN"E ' -� / Tse• 'OR DremNAGF In 2 cou .OL JJUF SAN CUT IN Dell) I O 'r /—RA,VP REFERENCE m Q O A 2' E%Pan510n JOINT DIAL PEC WHEN w00p PGSL S[CEW ALK -- - -- .A / / POINT CRASS WALK W R AEU%s FIGD �?R CTLRE WiE-LLF9 R RAMP OPENING i 1 l £ RAMP V oco %• PLTEB FABRIC AS STEGIFlED GRASS OR - -1.5 G:4ANITY ILDING. -FACE OF NA50NARY STRUCTURE / BUETC. THAN SITION CIRC - 2 —I/2""EM0L0ED JOINT FILLER '.V/JOINT St4.Eft i VIO?H%ATJES(SEE PLANE:r-WWF 6.fi-w4.W= CROSS SLOPE 2 IS TIN. TO FINISH SJRFACE) ANC 0 F dFC wllH y1 sC L, PAM BPCKFlLL n u✓ i / 4"np Ek STINC GROUND, !L - T _URFACE \ l D.F OTOJ CF -L0'N `CONsiR NOTION -0 FRANCE -0.5% -B R VEL BORROW (TYPE B) WHEELCHAIR RAMP SINGLE cCIPPCIED s.IBGRAD_ `mow e vim" INTOBASS'T FABRIC DOro'V" 6 O L MASD:NR R iN.E INTO TRENCH DIRECTION WITH LEVENY L WOOD POSTS ENTRANCE _ of A-° A.1 IAA" DETAIL Et Et o 5.-C. (NOT TL sCPlE) CRCSS SLOPE 2%VAN �""'s" DQE SILTFENCE DETAIL a�H wwF d.E- ALl (:GOT TO SCALF) - ' t�-8'GRAVEL BORRCw(TYPE P) „EjI L-,Rstl d_iA wry--COMPACTED SUBORACE EDGE OF SLID "I'll PANIC _TICV P ER � 045 0 ¢° ,, g5 BARS 19" N ON Ca:VTER y OR tOP AND P.CTTON ~ LIP I _ - _ ="LOPE FOR RA >��i E L5% ^ CROSS n n A 18^ I SLOPE FOR DRAINAGE L� CONCRCT AS SPEP1'AFlEO - w D w Cur LEFT RIGHT LL YO 0L JOINT (N,c.. a c ° J ELF C"U.O. FOP) VAFI(.BLE O/ / �' LAND JCEWALK ��� Q 9ARIAZLE q� EXPANSION )0 r Lr & FIBIXI RIANE V'A 9 (e'MIN. i0 5 W E t � '• �`—_ FNISH suR FE) ps Bees Is" o a _ F-I g� e Ra EL eDRP J/(TYPE 3) ON CENTER 9'CONCRETE "—� o o ZbR'Mnz �d� c�ua W L- ryR i L ECG AT 1011S" � Z m m IIS y-�r jr T'CUUFACTED sJBGRapf OP AND BOT TCM fc=A.J00 os RAMP REFERENCE / p 11 )TOP IF CLAN I POINTL 5 FIX Fc ,g SU F40. SCALL 3E R00 .TWEE UNLESS OTHERWISE NOTED, FINISH SURFACE SHALL BE ELCPED FOP SIE� % _IIAITS OF CEMENT CONCRETE RAMP \:TES. cPO i E DRAINAG AND SCALL SLOPEAV FROX $iR 'TUNE' F� V 'YXYA •t�zA��EGH'erfi CGMPALTED - CONSTRUCTION TO'_'RANCE k0.5R 4 EXPANSION JOINTS sH NOT ExrFE p' cc. ANc swL PE PucSo AT Au BumlNc ABLrA Ns. WHEELCHAIR RAMP s t �.Jj.` eJa GRAVEL 3asE CoupsE SEAL }. GOY'ROL JOINS NAL NOT EXCEED C 0-C UNLESS OTHERWISE NOTFC '' DETAIL 5 (NOT TO SCR:__) F ' III CONCRETE WALKWAY CONCRETE SLAB (DUMPSTER) ,�/ DETAIL _ NET TO SCALE; DETAIL u . (NAT TC SCALE) ;. 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