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Planning Board Decision PUD, SPR, FHOD Amendment 9-11 DODGE ST, 217-219,231-251 WASHINGTON ST CITY OF SALEM PLANNING BOARD Decision 1015 SEP -9 All: 12 FILE Amendment to a Planned Unit Development Special Permit4i n R�ilt3vds,65. Flood Hazard District Special Permit, and Stormwater Management Permit 9-11 DODGE STREET, 217-219 & 231-251 WASHINGTON STREET (Map 34, Lots 403, 405, and 406) 9/9/2015 Dodge Area, LLC 17 Ivaloo Street, Suite 100 Somerville, MA 02143 RE: Amendments to a Planned Unit Development Special Permit, Site Plan Review, Flood Hazard District Special Permit, and Stormwater Management Permit Decision for the proposed development at 9- 11 Dodge Street, 217-219 &231-251 Washington Street. On July 30, 2015, the Planning Board of the City of Salem (hereinafter referred to as the "Planning Board"or"the Board")opened a public hearing regarding the application of DODGE AREA LLC (hereinafter referred to as the "Applicant"and/or"Owner") for an amendment to the previously approved Planned Unit Development Special Permit, Site Plan Review, Flood Hazard District Special Permit, and Stormwater Management Pennit Decision for the property located at 9-11 Dodge St., 217-219 Washington St., and 231-251 Washington St. (Map 34, Lots 0403, 0405, and 0406). The approved project included two possible use programs: A) Base Program the new construction of an approximately 190,000 square foot mixed- use development with 1 I I hotel rooms, 84 residential units (including live/work units), and approximately 20,000 square feet of commercial space; and Program B: Commercial/Residential Mixed-Use: 190,000 square foot mixed-use development with no hotel and 145 residential units (including live/work units), and approximately 28,000 square feet of commercial space. Both use programs included a minimum of 245 parking spaces of which a minimum of 38 parking spaces will be made available to the public. Specific amendments proposed are the following: - Remove the top floor of the West/South Building(residential mixed-use). - Remove the deepest portion of the underground parking garage ! - Increase the depth of the in-line retail along lower Washington Street. i f 1 2 As amended, the applicant proposes two possible use programs: A) Base Program the new construction of an approximately 178,000 square foot mixed- use development with 1 1 1 hotel rooms, 68 residential units (including live/work units), and approximately 23,000 square feet of commercial space; and Program B: Commercial/Residential Mixed-Use: 178,000 square foot mixed-use development with no hotel and up to 1 16 residential units (including live/work units), and approximately 30,000 square feet of commercial space. Both use programs include 212 parking spaces of which a minimum of 38 parking spaces will be made available to the public. The public hearing was continued to September 3, 2015 and closed on this date. The Planning Board, after a public hearing and review of submitted materials and testimony, hereby finds that the proposed amendment to the previously approved project meets the provisions of the City of Salem Zoning Ordinance, Sec. 7.3 Planned Unit Development, as follows: 7.3.1 Purpose—Planned unit development is designed to provide various types of land use which can be combined in compatible relationship with each other as part of a totally planned development. As proposed, the Planned Unit Development (PUD) incorporates a precise development plan for two use programs; Base Program A: 178,000 square foot new-mixed use development with 111 hotel rooms, 68 residential units (including live-work units), and approximately 23,000 square feet of commercial space; and Program B: Commercial/Residential Mixed-Use: 178,000 square foot mixed-use development with no hotel and up to 116 residential units (including live-work units), and approximately 30,000 square feet of commercial space (Program "A"and Program `B"). Both use programs provide a mix of uses that are compatible with each other, thereby meeting the purpose and intent of good zoning practices and the master plan of the City of Salem. 7.3.2 Applicability—The proposed development parcel is at least five(5) times the required minimum lot size of 2,000 square feet in the B5, Central Development District. The lot size is 65,173 square feet +/- substantially exceeding the requirement of 10,000 square feet. The underlying zoning district of the proposed development parcel is B5 Central Development District, which is eligible for PUD treatment. 7.3.3 Uses—The proposed uses, as included in Program A and Program B, as described in this decision in i Section 7.3.1, are allowed in a PUD development. 7.3.3.1 - Both proposed Planned Unit Development use programs contain multi-family residential development that is compatible with adjacent existing residential development and potential development of the surrounding neighborhood because adjacent parcels are either zoned B5 or R3 (across the street). 7.3.3.2 - The applicant has submitted a plan for the total property and has in clear detail by engineering and architectural specifications and drawings shown the area to be developed and the means that will be employed to protect the abutting property and the health safety, and welfare and privacy enjoyed thereon. 120 WASHINGTON SIRED', SALEM, MASSACHUSETTS 01970 - TEL: 978.619.5685 FAX 978.740.0404 R'\VW.SN,EALC'OM d 3 The project and both use programs have been peer reviewed by civil and traffic engineers who have confinned that there will not be negative impacts on abutting property subject to conditions contained within this decision. The Planning Board hereby makes the following findings pertaining to the Planned Unit Development Special Permit application: l. The proposed amendment to the previously approved planned unit development is in hanmony with the purpose and intent of this ordinance and the master plan of the City of Salem as this project will add vitality to the downtown, provide a mix of residential units and commercial spaces, improve the streetseapc, improve pedestrian accessibility, and generate tax revenue for the City. 2. The mixture of uses in the planned unit development is determined to be sufficiently advantageous to render it appropriate to depart from the normal requirements of the district. Specifically, this is a significant mixed-use development of approximately 178,000 square feet that will greatly enhance this section of the downtown. The mix of housing, including live-work space, commercial use, and a potential hotel will add to the vibrancy, vitality, and aesthetics of downtown, providing substantial public benefit. 3. The planned unit development would not result in a net negative environmental impact, based on the information from the Environmental Impact Statement and plans, and the review of the project by the Planning Board's civil and traffic engineering consultants. The Planning Board hereby makes the following findings pertaining to the Flood Hazard District Special Permit Application: 1. The proposed uses comply in all respect to the uses and provisions of the underlying zoning district and the Plamred Unit Development provision. 2. A portion of the site is within the 100-year FEMA coastal floodplain. 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 lots(s) caused by either the overspill from water bodies or high runoff. In the case of a 100-year flood, the upper parking deck will remain accessible during a flooding event. The regrading of Dodge Street will allow circulation to the other areas of the site. Adequate drainage will be constructed to drain the lowest level of the garage should it full during a flood event. Additionally, the Development Plan includes raising a portion of the site, so that the finished floor level is located above the 100- year FEMA coastal Floodplain elevation. I'. Il i I 120 WASHINGTON STREET, SALEM. MASSACHUSMS 01970 ' TEL: 978.619.5685 FAx 978.740.0404 • WW W,SALEACONI � 4 4 3. All utilities including gas, electricity, fuel, water and sewage disposal will be located and constructed so as to protect against breaking, leaking, short-circuiting, grounding or igniting or any other damage due to flooding. The Development Plan and project narrative indicate that all utilities and essential equipment will be located above floodplain level. 4. The proposed development will not be located within a coastal high hazard area (Zone VE on the FEMA Flood Insurance Rate Maps). At a regularly scheduled meeting of the Planning Board held on September 3, 2015, the Planning Board voted by a vote of eight (8) in favor(Mr.Anderson,Mr. Clarke, Mr. Rieder, Ms. Yale,Mr. Griset, Mr. Veno,Mr. Koretz and Ms. llamilton), and none (0) opposed to approve the proposed amendments subject to the following conditions: 1. Conformance with the Plan Work shall conform to the plans entitled "Salem Gateway: Washington and Dodge Street Infrastructure Improvements, Salem, MA Plans 13-107" C1.0 to C7.1 prepared by Design Consultants, Inc. dated July 10, 2014 (Revised October 6: November 4), "North Building Residential/Commercial Schematic Plan' dated December 3, 2014, prepared by RCG LLC, Landscape Plans L-1 to L-I I prepared by Landworks Studio, and Lighting Plans LCIa and LCI c prepared by Available Light; Architectural plans AA 100.1- 106, 300-303 prepared by Khalsa Design, Inc. revised on July 1, 2015. 2. Original Decision All conditions set forth in the original decision for Site Plan Review, Planned Unit Development Special Pennit and Flood Hazard District Special Permit dated December 11, 2014 shall remain and be adhered to by the applicant, unless explicitly eliminated or amended in this decision. 3. Amendments 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. i 4. Construction Practices All construction shall be carried out in accordance with the following conditions: a. Exterior construction work shall not be conducted between the hours of 5:00 PM and 8:00 AM the following day on weekdays or at any time on Sundays or Holidays. Any interior work conducted during these times will not involve heavy machinery which could generate disturbing noises. b. 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 construction of the project. C� 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 • TEL: 978.619.5685 FAX 978.740.0404 • \v\Y\V.SALB1.00t`1 �I 5 c. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00 PM. There shall be no drilling or blasting on Saturdays, Sundays, or holidays. Blasting shall be undertaken in accordance with all local and state regulations. d. All construction vehicles shall be cleaned prior to leaving the site so that they do not track silt on public ways. e. 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. I f All construction vehicles lefl overnight at the site, must be located completely on the site or parked at another off-street parking lot. g. A Construction Management Plan and Construction Schedule shall be submitted by the applicant to the City Planner for review and approval prior to the issuance of a building permit. Included in this plan, but not limited to, shall be information regarding how the construction equipment will be stored, a description of the construction staging area and its location in relation to the site, and where the construction employees will park their vehicles. h. A Traffic Management Plan shall be submitted to the City Planner and Police Department for review and approval prior to issuance of a building permit. The Traffic Management Plan shall include the proposed communication methods, including notification to the Building Salem Coordinator, to keep the public informed regarding activities affecting vehicular and pedestrian circulation during construction. i.All sidewalks, roadways, utilities, landscaping, etc. damaged during construction shall be replaced or repaired to their pre-construction condition, or better. 5. Fire Department All work shall comply with the requirements of the Salem Fire Department in accordance with the applicable fire prevention regulations. The locations of all }ire hydrants shall be approved by the Fire Department prior to the issuance of any building permit. 6. Building Inspector All work shall comply with the requirements of the Salem Building Inspector consistent with the current version of the State Building Code, Massachusetts Architectural Access Board regulations and Massachusetts Energy Codes. d 7. Board of Health ` i 120 WASItINGTON STkEE't', SALEM, MASSACtuSerrs 01970 • Tei.: 978.619.5685 FAx 978.740.0404 • W%VW.SALEM.COM 6 a. 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. b. 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 certifies that soil and ground water on the entire site meets the DEP standards for the proposed use. Since there are individual parcels combined into one site only that parcel(s) that is issued a DEP tracking Number is expected to meet this condition c. The developer shall adhere to a drainage plan as approved by the City Engineer. d. The developer shall employ a licensed pesticide applicator to assess and exterminate pests in the area prior to construction, demolition, and/or blasting and shall send a copy of the exterminatoCs invoice to the Health Agent. A pest control management plan shall be developed and submitted to the Health Agent prior to the start of any demolition work. e. The developer shall maintain the area free from rodents throughout construction. f. The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construction. g. 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. h. The Fire Department must approve the plan regarding access for firefighting. i. 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 property line. j. The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project. �1 ]20 WASHINGTON u Stxer7, SALEM, MASSACuuSFrrs 01970 • 1'EL: 978.619.5655 FAx 975.740.0404 • wwat wsA�EM.Co I' 7 k. The resultant establishment(s)shall dispose of all waste materials resulting from its operations in a sound manner as described to the Board of Health and in compliance with existing Federal, State and Local laws. I. The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above conditions have been met. in, In developments of 10 or more units, the developer shall develop a grease management plan to prevent grease from entering the city sewers that is in compliance with the requirements of the City Engineer n. Salem sits in a Radon Zone 1 and the risk of radon entering buildings is extremely. Therefore, the installation of radon mitigation systems is strongly recommended. 8. Department of Public Services All work shall comply with the requirements of the Department of Public Services. 8. Conservation Commission All work shall comply with the requirements of the Conservation Commission as the proposed site is located partially within the FEMA flood zone. 9. Lighting a. Any light used to illuminate parking area shall be arranged as to reflect light away from adjacent parcels or adjacent rights of way. b. A final lighting plan shall be submitted to the City Planner for review and approval prior to the issuance of a building permit. c. After installation, lighting shall be reviewed and approved by the City Planner prior to the issuance of a Certificate of Occupancy. Notwithstanding the foregoing, to the extent the construction on the Project or portions of the Project are completed such that a Certificate of Occupancy could be issued prior to completion of all exterior lighting, for a portion of the Project or the Project in its entirety, the applicant may provide a performance bond or surety in an amount and form subject to approval of the City Planner to ensure that the work is completed within a reasonable timeframe. The applicant may submit requests to the City Planner for partial releases of said surety based on work completed. b 10. HVAC p If an HVAC unit is located on the roof or site, it shall be visually screened. The method for screening the unit shall be submitted to the City Planner for review and approval prior to installation. r i F 120 WASHINGTONSTREET, SALEM, A9ASSAC11USF.7Ts 01970 • TEL: 978.619.5685 FAX 978.740,0404 • WWWSALF.ALCOM 8 11. Noise HVAC units shall be sufficiently buffered and the applicant shall take steps to further mitigate noise emanating from the HVAC units(s) if the Board of Health receives any complaints. Notwithstanding the foregoing, the guideline for reviewing such noise is that the broadband sound level should not increase by more than 10 dB(A) above the ambient levels measured at the property line. 12. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Trees shall be a minimum diameter of 3 %:"dbh (diameter breast height). c. Maintenance of all landscaping, excepting street trees that will become property of the City of Salem, shall be the responsibility of the applicant, his successors or assigns. The applicant, his successors or assigns, shall guarantee all trees and shrubs (including street trees) for a two (2) year period. d. Final completed landscaping shall be subject to approval by the City Planner prior to the issuance Of a Certificate of Occupancy. Notwithstanding the foregoing, to the extent that the construction is finished such that a Certificate of Occupancy could be issued for a portion of the Project or the Project in its entirety and that the weather conditions (e.g., late fall, winter or early spring)are such that the landscaping cannot reasonably be finished, the applicant may provide a performance bond or surety in an amount and form subject to approval of the City Planner to ensure that the work is completed within a reasonable timeframe. The applicant may submit requests to the City Planner for partial releases of said surety based on work completed. 13. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the developer, his successors or assigns. "Refuse removal" includes recycling, which shall be the responsibility of the owner,his successors or assigns.The owner shall provide adequate facilities to ensure all users are able to recycle their trash. Owner is to enter into a contract with a company of the owner's choice to arrange pick-up of recyclable material. A copy of this contract is to be submitted to the City Engineer. For clarity, this provision does not apply to publicly owned rights of way and streets. b. The developer, his successors or assigns shall be responsible for the shoveling and/or snowplowing of the sidewalk for all building frontage along Dodge Street, Washington Street, and Dodge Street Court. c. Winter snow in excess of snow storage areas on the site shall be removed off site. h I 120 WASHINGTON STREIir, SALEM, MASSACHUSFIT.S 01970 • TFL: 978.619.5685 FAx 978.740.0404 • WW%V.SALEnt.COnt I' Ip. k 9 14. As-built Plans As-built Plans, stamped by a Registered Professional Engineer, shall be submitted to the Department of Planting and Community Development and Department of Public Services prior to the issuance of the Certificate of Occupancy. The As-Built plans shall be submitted to the City Engineer in electronic file format suitable for the City's use and approved by the City Engineer, prior to the issuance of the Certificate of Occupancy. A completed tie card, a blank copy(available at the Engineering Department)and a certification signed and stamped by the design engineer, stating that the work was completed in substantial compliance with the design drawing must be submitted to the City Engineer prior to the issuance of the Certificate of Occupancy; as well as, any subsequent requirements by the City Engineer. To the extent that construction work has been completed sufficient for a Certificate of Occupancy to be issued for a portion of the Project or the Project in its entirety but that the As-Built plans have not yet been fully completed (for said portion of the Project or the Project in its entirety), the applicant may provide a performance bond or surety in an amount and form subject to approval of the City Planner to ensure that the As-Built Plans are completed within a reasonable timeframe. 15. Clerk of the Works A Clerk of the Works shall be provided by the City, at the expense of the applicant, his successors or assigns, as is deemed necessary by the City Planter. Notwithstanding the foregoing, the parties acknowledge the Project shall be subject to controlled construction, which requires oversight by licensed engineers and architects. Accordingly, it is the understanding of the Board, the City Planter 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 a Clerk of the Works shall be for a reasonable number of hours and at a customary rate for such service. 16. Violations Violations of any condition contained herein 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. 17. Special Conditions a. Stormwater Management Permit Applicant to revise Stormwater Management Report with O&M Plan to incorporate appropriate detention i and groundwater infiltration system, and submit to City Engineer for review and approval prior to issuance of a Foundation or Building Permit. Revised design to detain roof runoff must demonstrate that groundwater recharge and pre and post runoff rates meet requirements of Stormwater Standards for non- tidal discharge. i 120 WASHINGTON SIREha', SALEM, MASSACHHSMS 01970 • TFL: 978.619.5685 FAx 978.740.0404 • %VWW.SA1.EA1.00nt I 10 h. Existing Utility Relocation I. Applicant to revise site plans to include replacement of remaining Dodge Street drainpipe and submit to the City Planner and City Engineer for review and approval prior to issuance of a Building Permit. 2. Prior to issuance of a Building Permit, applicant to complete additional field investigations on the interceptor sewers and South River drainage conduit, and revise the utility relocation plans to include the location of all utilities to be relocated and/or installed between the proposed building and the South River conduit with adequate plan, profile, and cross-section views with sufficient detail to demonstrate to the satisfaction of the City Engineer that the utilities may be relocated and are constructible within the proposed utility corridor. Plans shall include additional detail of water replacement and connections to existing water main at each end of proposed relocation for adequate valving and thrust restraint to the satisfaction of the City Engineer, and also delineate and formalize the proposed easement layout and language for utilities to be located on Applicant's property. 3. Applicant to submit additional information from their geotechnical engineer to the City Engineer regarding proposed vibrations from pile foundation adjacent to Dodge Street interceptor sewer and modify the foundation design or protect/rehabilitate/replace sewer prior to issuance of a Foundation Permit. Applicant to complete CCTV pipeline inspection of the Dodge Street interceptor sewer before and after completing foundation work and submit to City Engineer, and, if required, protect/rehabilitate/replace sewer line to address deficiencies or defects observed. c. Utilities Applicant to submit additional information to the City Planner and City Engineer once architectural plans are finalized, to demonstrate the proposed fire hydrants and connections meet requirements of Salem Fire Department and that proposed sewer, drain, and water service connections are in agreement between the architectural and civil plans, and that the design will collect rainfall runoff and detain water as modeled in the revised Stormwater Management Report, prior to issuance of a Building Permit. d. Site Development Plans Applicant to submit additional information to the City Engineer on the number and location of all i existing utility services to all buildings, and revise plans to identify the number and location of all utilities to be capped or plugged. Applicant is to complete the abandonment of the service II connections prior to issuance of a Demolition Permit. p e. Traffic II tTIS 01970 , Ti:L: 978.619.5685 FAx 978.740.0404 • WWw,SALEM.CoNJ 120 WASHINGTON $TRBEr, SALEM, MASSACHUS � k II I. Applicant to install a Rectangular Rapid Flash Beacon (RRFB) system, or Pedestrian Hybrid Beacon, to supplement the proposed mid-block crosswalk across Washington Street at Dodge Street. A detailed design and specifications, including but not limited to system layout, number of beacons, push button locations, conduit and pull box layout, post and foundation information, power source, and system operations shall be provided to the City Planner for review and approval prior to issuance of Building Permit. Installation to be completed prior to issuance of Certificate of Occupancy. 2. In addition to the Washington Street north leg crosswalk, the proponent is proposing to upgrade the existing crosswalk across the east leg of Washington Street. This crosswalk to be enhanced with Pedestrian Warning signs (W 11-2, W 16-7p), similar to the other proposed crosswalks. Installation to be completed prior to issuance of a Certificate of Occupancy. 3. At the intersection of Dodge Street and Dodge Street Court, the proposed Pedestrian Warning signs(WI 1-2, WI 6-7p) are not necessary for the Dodge Street Court approaches since they are Stop sign controlled and are to be eliminated. 4. Pedestrian Warning silms (WI 1-2, W16-7p) must be provided for the crosswalk across Dodge Street and installation to be completed prior to issuance of a Certificate of Occupancy. 5. The Applicant to install crosswalks that meet the City standard, which is an inlaid preformed thermoplastic asphalt pavement marking system. The proponent shall coordinate with the City Engineer in regard to the exact specifications. The Applicant to coordinate with the City Planner regarding the specific pattern. 6. It is expressly noted that certain proposed parking and roadway circulation changes are subject to r approval of Council in accordance with the Salem Traffic Ordinance. E Salem Redevelopment Authority �I All work shall comply with the requirements of the Salem Redevelopment Authority. l g. Notification 6 Prior to the issuance of a Building Permit, the applicant shall notify the City of Salem and all abutters within 300 feet if the development proceeds with alternate use program `B"as described in this decision in Section 7.3.1. b h. Future Changes I. i 120\VASuwcrON STREET, SALEM, MASSACHUSETTS 01970 • TEi.: 978.619.5685 FAx 978.740.0404 • w%VW.SALEM.00M 12 Once the final Certificate of Occupancy is issued, the approval of the alternate program of uses shall expire and the Zoning Ordinance will govern any proposed change of use. 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 Pennit 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. Ben Anderson, Chairman�— pI fl f h 120 WASHINGION STREET, SALEM, ,MASSncuust US 01970 TEL: 978.619.5685 FAx 978.740,0404 W%VW.SAEEnac0M1t I !! CITY OF SALEM `'- PLANNING BOARD 1014 DEC 22 n 12: 12 CI I y C1 11Lt ,: Planned Unit Development Special Permit, Site Plan Review, Flood Hazard District Special Permit, and Stormwater Management Permit Decision 9-11 DODGE STREET, 217-219 & 231-251 WASHINGTON STRE'E'T (Map 34, Lots 403, 405, and 406) December 22, 2014 Dodge Area, LLC 17 Ivtdoo Street, Suite 100 Somerville, MA 02143 RE: Planned Unit Development Special Permit, Site Plan Review, Flood I Lazard District Special Permit, and Stormwater Management Permit Decision for the proposed development at 9-11 Dodge Street, 217-219 & 231-251 Washington Street. On September 4, 2014: time Planning Board of the City of Salem opened a Public c learing under Section 7.3, Planned Unit Development, Section 9.5. Site Plan Review, Section S.1: Flood Hazard Overlay District (FHOD)of the City of'Salem Zoning Ordinance, and Section 37. Stormwater Management Permit of the City of Salem Code of Ordinances at the request of Dodge Area, LLC, for the properties located at 9-11 Dodge Street, 217-219& 231-251 Washington Street; (Map 34. Lots 403, 405, and 406). The proposed project includes the new construction of an approximately 190.000-square foot mixed-use development with associated landscaping, and pedestrian and multimodal transportation improvements. There are two possible use programs: Base Program A: 190.000 square foot new-mixed use development with 1 I 1 hotel rooms, 84 residential units (including live-work units); and approximately 20.000 square feet of commercial space; and Program B: Commercial/ Residential Mixed-Use: 190,000 square foot I mixed-use development with no hotel and 145 residential units (including live-work units), and approximately 25.000 square feet of commercial space. Both use programs will include a minimum of 245 parking spaces of which a minimum of 38 will be made available to the public. The PublicI-learing was continued to September 18, 2014. Octobar 167 2014 (but was riot heard on that dale); November 6. 2014, and November 20. 2014. The Public Flearing was closed on December 18, 2014. 120 WASHINGTON STREET, SALEM;, MASSACHUSETTS01970 'PHONE 978.619.5685 FAX 978.740.0404 •W WW'.SALEM.'COM i In advance of the October 16, 2014 public hearing, the applicant submitted a letter requesting a Stoirnwater Management Permit, per the requirements of Chapter 37 of the City of Salem Cotte of Ordinances. The Planning Board, alter numerous public hearing sessions and review of submitted materials and testimony, hereby finds that the proposed project meets the provisions of the City of"Salcm Zoning Ordinance, Sec. 73 Planned Unit Development, as follows: 7.3.1 Purpose—Planned unit development is designed to provide various types of land use which can be combined in compatible relationship with each other as part of a totally planned development. As proposed. the Planned Unit Development (PUD) incorporates a precise development plan for two use programs; Base Program A: 190,000 square loot new-mixed use development with I 1 I hotel rooms. 84 residential units(including live-work units), and approximately 20,000 square feet of commercial space; and Program l3: Commercial/ Residential Mixed-Use: 190,000 square l001 mixed-use development with no hotel and 145 residential units (including live-work units), and approximately 28,000 square fleet of commercial space(Program "A" and Program "B"). Both use programs provide a mix of uses that are compatible with each other. thereby meeting the purpose and intent of good zoning practices and the master plan of the City of'Salcm. 7.3.2 Applicability —The proposed development parcel is at least live (5) times the required minimum lot size of 2,000 square feet in the B5, Central Development District. The lot size is 65,173 square feet +/- substantially exceeding the requirement of 10,000 square Peer. The underlying-zoning district of the proposed development parcel is B5 Central Development District, which is eligible for PUD treatment. 7.3.3 Uses—The proposed rises; as included in Program A and Program B, as described in this decision in Section 7.3.1, are allowed in a PUD development. 7.3.3.1 - Both proposed Planned Unit Development use programs contain multi-family residential development that is compatible with adjacent existing residential development and potential development of the surrounding neighborhood because adjacent parcels are either zoned 135 or R3 (across the street). 7.33.2 - The applicant has submitted a plan for the total propenv and has in clear detail by engineering and architectural specifications and drawings shown the area to be developed and the means that will he employed to protect the abutting property and tate health safety; and welfare and privacy'enjoyed thereon. The project and both use programs have been peer H. reviewed by civi! and trallic engineers who have confirmed that there will not be negative impacts int abutting property subject to conditions contained wi;irin this decision. i' a j, The Planning Board hereby makes the following findings pertaining'tothe Planned Unit Development Special Permit application: I. The proposed planned unit development is in harmony with the purpose and intent of this ordinance and the master plan of the City of Salem as this project will add vitality to the downtown, provide a mix of residential units and commercial spaces, improve the streetscape, improve pedestrian accessibility, and generate lax revenue for the City. 2. 'file mixture of uses in the planned unit development is determined to lie sufficiently advantageous to render it appropriate to depart from the normal requirements of the district. Specifically, this is a significant mixed-use development of approximately 190,000 square feet that will greatly enhance this section of the downtown. The mix of housing; including live-work space; commercial use, and a potential hotel will add to the vibrancy, vitality, and aesthetics of downtown, providing substantial public benefit. 3. The planned unit development would not result in a net negative environmental impact, based on the information from the Environmental Impact Statement and plans, and the review of the project by the Planning Board's civil and traffic engineering consultants. "Ilse Planning Board hereby makes the following findings pertaining to the Flood Hazard District Special Permit Application: I. The proposed uses comply in all respect to the uses and provisions of the underlying -zoning district and the Planned Unit Development provision. 2. A portion ofthc site is within the 100-year FEMA coastal floodplain. -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 lots(s)caused by either the overspill from water bodies or high runoff. In the case ofa 100-year flood, the upper parking deck will remain accessible during a Flooding event. The regrading of Dodge Street will allow circulation to the other areas of the site. Adequate drainage will be constructed to drain the lowest level of the garage should it fill during a flood event. Additionally, the Development Plan includes raising a portion of the site. so that the finished floor level is located above the 100-year FEMA coastal floodplain elevation. 3. All utilities including gas, electricity, fuel, water and sewage disposal will be located and constructed so as to protect against breaking, leaking, short-circuiting, grounding or t igniting or any other damage clue to flooding. The Development Plan and project narrative indicate chat all utilities and essential equipment will be located above floodplain level. 4. 'file proposed development will not be located within a coastal high hazard area (Zone VE on the FEMA Flood Insurance Rate Maps). At a regularly scheduled meeting of the Planning Board held on December 18, 2014, the Planning Board voted by a vote of seven (7) in favor(Mr. Puleo, Mr. Anderson, Mr. Veno, Mr. Koretz, Ms. Sides, Mr. Clarke, Mr. Griset), and none (0) opposed to approve the Planned Unit Development Special Permit, Site Plan Review, Flood Hazard District Special Permit, and Stormwater Management Permit Subject to the following conditions: 1. Conformance with the Plan Work shall conform to the plans entitled "Salem Gateway: Washington and Dodge Street Infrastructure huprovements. Salem, :blA Plans 13-107' C1.0 to C7.1 prepared by Design Consultants, Inc. dated July 10, 2014 (Revised October G; November 4), "North Building Residential/ Commercial Schematic Plan" dated December 12014, prepared by RCG LLC. Landscape Plans L-I to L-I I prepared by Landmorks Studio, and Lighting Plans I.Cla and LCIc prepared by Available Light; Architectural plans AA 100.1-1 O6, 100-303 prepared by Khalsa Desien, Inc. 2. Amendments 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. Construction Practices All construction shall be carried out in accordance with the following conditions: a. Exterior construction work shall not be conducted between the hours of 5:00 PM and 8:00 AM the following day on weekdays or at any time on Sundays or Holidays. Any interior work conducted during these times will not involve heavy machinery which could generate disturbing noises. b. All reasonable action shall be taken to minimize the negative effects ofconstruction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction ofthe project. c. Drilling and blasting shall be limited to ,'Monday-Friday between 8:00 AM until 5:00 PM. There shall be no drilling or blasting on Saturdays, Sundays. or holidays. Blasting shall be undertaken in accordance with all local and state regulations. d. All construction vehicles shall be cleaned prior to leaving the site so than they do not (rack 1 i silt on public ways. e. 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. f. All construction vehicles leti overnight at the site, must be located completely on the site or parked at another off-street parking lot. g. A Construction Management Plan and Construction Schedule shall be submitted by the applicant to the City Planner for review and approval prior to the issuance of a building permit. Included in this plan, but not limited to, shall be information regarding how the consuuction equipment will be stored; a description of the construction staging area and its location in relation to the site, and where the construction employees will park their vehicles. It. A Traffic Management Plan shall be submitted to the City Planner and Police Department for review and approval prior to issuance of a building pennit.The Traffic Management flan shall include the proposed communication methods, including notification to the Building Salem Coordinator, to keep the public informed regarding activities affecting vehicular and pedestrian circulation during construction. i. All sidewalks, roadways, utilities, landscaping; etc. damaged during construction shall be replaced or repaired to their pre-construction condition. or better. a. Fire Department All work shall comply with the requirements of the Salem Fire Department in accordance with the applicable fire prevention regulations. The locations of all fire hydrants shall be approved by the Niro Department prior to the issuance of any building permit. 5. Building Inspector All work shall comply with the requirements of the Salem Building Inspector consistent with the current version of lite State Building Code; Massachusetts Architectural Access Board regulations and Massachusetts Energy Codes. j 6. Board of Health a. 'The individual presenting the plan to the Board of Health must notify the I lealth Agent of I, 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. i I� b. Ifa DEP tracking number is issued for this site under the Massachusetts Contingency Plan, no structure shall be constructed until the Licensed Site Prolessional responsible for the site cenifies that soil and ground water on the entire site meets the DF_'P standards for the proposed use. Since there arc individual parcels combined into one site only that parcel(s) that is issued a DLP tracking Number is expected to meet this condition c. The developer shall adhere to a drainage plan as approved by the Cit- Lngineer. d. The developer shall employ a licensed pesticide applicator to assess and exterminate pests in the arca prior to construction, demolition, and/or blasting and shall send a copy of the exterminator's invoice to the Health Agent. A pest control management plan shall be developed and submitted to the Health Agent prior to the start of any demolition work. e. The developer shall maintain the area free from rodents throughout construction. E The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construction. I g. The developer shall submit to the Health Agent a written plan for containment and removal ofdebris, vegetative waste, and unacceptable excavation material generated during demolition and/or construction. h. The hire Department must approve the plan regarding access for firefighting. i. 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 property line. i j. The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project. k. The resultant establishment(s) shall dispose of all waste materials resulting from its operations in a sound manner as described to the Board of Health and in compliance with existing Federal, State and Local laws. I. The developer shall notify the Health Agent when the project is complete for final b inspection and confirmation that above conditions have been met. b i i. h in. In developments of 10 or more units. the developer shall develop a grease management plan to prevent grease from entering the city sewers that is in compliance with the requirements of the City Inginecr it. Salem sits in a Radon Zone 1 and the risk of radon entering buildings is extremely. Therefore, the installation of radon mitigation systems is strongly recommended. 7. Department of Public Services All work shall comply with the requirements of the Department of Public Services. R. Consen•ation Commission Al I work shall comply with the requirements of the Conservation Commission as the proposed site is located partially within the FEMA flood zone. 9. Lighting a. Any light used to illuminate parking area shall be arranged as to reflect light away from adjacent parcels or adjacent rights of way. b. A final lighting plan shall be submitted to the City Planner for review and approval prior to the issuance of a building permit c. After installation, lighting shall be reviewed and approved by the City Plattner prior to the issuance ofa Certificate of Occupancy. Notwithstanding the foregoing, to the extent the construction on the Project or portions of the Project are completed such that a Certificate of Occupancy could be issued prior to completion of all exterior lighting, for a portion of the Project or the Project in its entirety, the applicant may provide a performance bond or surety in an amount and form subject to approval of the I City Planner to ensure that the work is completed within a reasonable timefr.une. The i applicant may submit requests to the City Planter for partial releases of said surety based on work completed. 10. HVAC If an HVAC unit is located on the roof or site, it shall be visually screened. The method for screening the unit shall be submitted to the City Planner for review and approval prior to installation. 11. Noise 1.1 VAC units shall be sufficiently buffered and the applicant shall take steps to further mitigate G noise emanating from the HVAC units(s) if the Board of Health receives any complaints. Notwithstanding the foregoing, the guideline for reviewing such noise is that (he broadband sound level should not increase by more than 10 dB(A) above the ambientlevels measured at the property line. IIi I 12. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Trees shall be a minimum diameter of I %z"dbh (diameter breast height). c. Maintenance of all landscaping, excepting street tees that will become property of the Cit•of Salem, shall be the responsibility of the applicant, his successors or assigns. The applicant, his successors or assigns, shall guarantee all trees and shrubs (including street trees) for a two (2)year period. d. Final completed landscaping shall be subject to approval by the Cit' planner prior to the issuance ofa Certificate of Occupancy. Notwithstanding the foregoing, to the extent ihat the construction is finished such that it Certificate of Occupancy could be issued for a portion of the project or the Project in its entirety and that the weather conditions(c.e., late fall, winter or early spring) are such that the landscaping cannot reasonably be finished. the applicant may provide a performance bond or surety in an amount and firm subject to approval of the City Planner to ensure that the work is completed within a reasonable timeframe. The applicant may submit requests to the City Planner for partial releases of said surety based on work completed. 13. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the developer, his Successors or assigns. "Refuse removal" includes recycling, which shall be the responsibility of the owner, his successors or assigns.The owner shall provide adequate facilities to ensure all users are able to recvcle their trash. Owner is to enter into a contract with a company of the owner's choice to arrange pick-up of recyclable material. A copy of this contract is to be submitted to the City Engineer. For clarity; this provision does not apply to publicly owned rights of wav and streets. b. "Ilse developer, his successors or assigns shall be responsible for the shoveling and/or snowplowing of the sidewalk for all building frontage along Dodge Street, Washington Street, and Dodge Street Court. c. Winter snow' in excess of snow storage areas on the site shall be removed off site. 14. As-huilt Plans As-built plans, stamped by a Registered Professional Engineer; shall be submitted to the Department of Planning and Community Development and Department of Public Services prior to the issuance of the Certificate of Occupancy. The As-Built plans shall be submitted to the City Engineer in electronic file format suitable for the City's use and approved by the City Engineer, prior to the issuance of the Certificate Of Occupancy. I t r A completed tie card, a blank copy (available at the Engineering Department)and a certification signed and stamped by the design engineer; stating that the work was completed in subsiantial compliance nvith the design drawing must be submitted to the City Engineer prior to the issuance of the Certificate of Occupancy; as well as, any subsequent requirennenis by the City Engineer. To the extent that construction work has been completed sufficient for a Certificate of Occupancy to be issued for a portion of the Project or the Project in its entirety but that the As-Built plans have not yet been hilly completed (for said portion of the Project or the Project in its entirely), the applicant may provide a performance bond or surety in an amount and form subject to approval of the Cite Planner to ensure that the As-Built Plans are completed within a reasonable timeframe. 15. Clerk of the Works A Clerk of the Works shall be provided by the City, at the expense of the applicant, his successors or assigns, as is deemed necessary by the City Planner. Notwithstanding the foregoing, the parties acknowledge the Project shall be subject to controlled construction; which requires oversight by licensed engineers 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 a Clerk of the Works shall be for a reasonable number of hours and at a customary rate for such service. 16. Violations Violations of any condition contained herein 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. 17. Special Conditions , Stormwater Management Permit Applicant to revise Stonnwater Management Report with O&M Plan to incorporate appropriate detention and groundwater infiltration system. and submit to City Engineer for review and approval prior to issuance of a Foundation or Building Permit. Revised design to detain roof rrtnoff must demonstrate that groundwater recharge and pre and ,post runoff rates meet requirements of Stornnvater Standards for non-tidal discharge. b. Existing Utility Relocation 1. Applicant to revise site plans to include replacement of remaining Dodge Street drain pipe and submit to the City Planner and Cil' Engineer for review and approval prior to issuance ol'a Building Permit. 2. Prior to issuance of a Building Penni, applicant to complete additional field investigations on the interceptor sewers and South River drainage conduit, and revise the. utility relocation plans to include the location of all utilities to be relocated and/or installed between the proposed building and the South River conduit with adequate plan profile, and cross-section views with sufficient detail to demonstrate to the satisfaction of the City Engineer that the utilities may be relocated and are constructible within the proposed utility corridor. Plans shall include additional detail of water replacement and connections to existing water main at each end of proposed relocation for adequate valving and thrust restraint to the satisliretion of the City Engineer, and also delineate and formalize the proposed easement layout and language for utilities to be located on Applicant's properly. 3. Applicant to submit additional inforniation from their geotechnical engineer to the City Engineer regarding proposed vibrations from pile foundation adjacent to Dodge Street interceptor sewer and nudity the foundation design or protect/rehabilitate/replace sewer prior to issuance of a Foundation Permit. Applicant to complete CCTV pipeline inspection of the Dodge Street interceptor sewer before and afier completing foundation work and submit to City Engineer, and, if required, protect/rehabiIitate/replace sewer line to address deficiencies or defects observed. c. Utilities Applicant to submit additional information to the City Planner arid City Engineer once architectural plans are finalized; to demonstrate the proposed fire hydrants and connections meet requirements of Salem Fire Department and that proposed sewer, drain, and water service connections are in agreement between the architectural and civil plans, and that the design will collect rainfall runoff and detain water as modeled in the revised St01'In\vatet-D4anagenhcnt Report, prior to issuance of a Building Permit. d. Site Development Plans Applicant to submit additional information to the City Engineer on the number and location of all existing utility services to all buildings, and revise plans to identify the number and location of all utilities to be capped or plugged. Applicant is to complete the abandonment of the service connections prior to issuance of'a Demolition Permit. e. Traffic 1. Applicant to install a Rectangular Rapid Plash Beacon (RRPB) system, or Pedestrian I: Hybrid Beacon, to supplement the proposed mid-block crosswalk across Washington Street at Dodge Street. A detailed design and specifications, including but not limited to system layout. number of beacons, push button locations, conduit and pull box layout. i I post and foundation information, power source, and system operations shall be provided to the Citv Planner for review and approval prior to issuance of a Building Pertit. Installation to be completed prior to issuance of a Certificate of Occupancy. 2. in addition to the Washington Street north leg crosswalk, the proponent is proposing to upgrade the existing crosswalk across the east leg of Washington Street. This crosswalk to be enhanced with Pedestrian Warning signs(W11-2, W)6-7p), similar to the other proposed crosswalks. Installation to be completed prior to issuance of it Certificate of Occupancy. 3. At the intersection of Dodge Street and Dodge Street Count, the proposed Pedestrian Warning signs (IA711-2, W16-7p) are not necessary for the Dodge Street Court approaches since they are Stop sign controlled and are to be eliminated. 4. Pedestrian Warning signs (WI 1-2, W1 6-7p) must be provided for the crosswalk across Dodge Street and installation to be completed prior to issuance of a Certificate of Occupancy. 5. The Applicant to install crosswalks that meet the City standard, which is an inlaid preformed thermoplastic asphalt pavement marking system. The proponent shall coordinate with the City Engineer in regard to the exact specifications. The Applicant to coordinate with the City Planner regarding the specific pattern. 6. it is expressly noted that certain proposed parking and roadway circulation changes are subject to approval of Council in accordance with the Salem Traffic Ordinance. f. Salem Redevelopment Authority All work shall comply with the requirements of the Salem Redevelopment Authority. g. Notification Prior to the issuance of a Building Permit, the applicant shall notify the City of Salem and all abutters within 300 feet if the development proceeds with alternate use program "B" as described in this decision in Section 7..3.1. r h. Future Changes Once the final Certificate of Occupancy is issued, the approval of the alternate program of uses shall expire and the Zoning Ordinance will govern any proposed change of use, 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. "rhe Special Permit shall not take effect until a copy of this decision bearing the certification of die 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. Charles A9. 'uleo, Chair i i t i i k1 f I !I' I, i CITY OF SALEM PLANNING BOARD 1014 DEC 22 P 12: 12 — rF CIi'Y Ci_EfiFILESs. Planned Unit Development Special Permit, Site Plan Review, Flood Hazard District Special Permit, and Stormwater Management Permit Decision 9-11 DODGE STREET, 217-219 & 231-251 WASHINGTON STREET (Map 34, Lots 4037 405, and 406) December 22, 2014 Dodge Area, 1-1-C 17 Ivaloo Street, Suite 100 Somerville, MA 02143 RE: Planned Unit Development Special Permit, Site Plan Review. Flood hazard District Special Permit, and Stonnwater \,lanagement Permit Decision for the proposed developrnent at 9-11 Dodge Street. 217-219 & 231-251 Washington Street. On September 4, 2014, the Planning Board ol'the Cit;;of Salem opened a Public Hearing under Section 7.3, Planned Unit Development, Section 9.5, Site Plan Review, Section S.1. Flood Hazt;rd Overlay District (1`110D) ol'the City of Salem ;Luning Ordinance, and Section 37, SLormwater Management Permit of(lie City of Salem Code of Ordinances at the request of Dodge Area, LLC, for the properties located at 9-11 Dodge Street, 217-219 & 231-251 Washington Street. (,Map 34, Lots 403, 40-5, and 406). The proposed project includes the new constn!ction of an approximately 190.000-square foot mixed-use development with associated landscaping, and pedestrian and multimodal transportation improvements. Thorc are two possible use programs: Base Program A: 190,000 square foot new-mixed use development with I 1 I hotel rooms, 84 residential units (including live-work units), and approximately 20.000 square feet of commercial space; and Prog,am B: Commercial/ Residential Mixed-Use: 190,000 square foot mixed-use development with no hotel and 145 residential units (including live-work units), and approximately 25.000 square feet of commercial space. Both use programs will include a minimum of 245 parking spaces of which a minimum of 38 will be made available to the public. The Public I[caring was continued to September 18, 2014. October 16, 2014 (but was riot heard on that date), November 6. 2014, and November 20. 2014. The Public Hearing was closed on December 18, 2014. i20 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 •PHONE 978.619.5685 FAX 978.740.0404 •VJ W W.SALEM.i;0M In advance of the October 16, 2014 public hearing, the applicant submitted a letter requesting a Stormwater Management Permit, per the requirements of Chapter 37 of the City of Salem Code of Ordinances. The Planning Board, after numerous public hearing sessions and review oi'submitted materials and testimony, hereby finds that the proposed project meets the provisions of the City of Salem Zoning, Ordinance, See. 7.3 Planned Unit Development, as follows: 7.3.1 Purpose—Planned unit development is designed to provide various types of land use which can be combined in compatible relationship with each other as part of a totally planned development. As proposed, the Planned Unit Development (PUD) incorporates a precise development plan for two use programs; Base Program A: 190,000 square foot new-mixed use development with I 1 I hotel rooms, 84 residential units(including live-work units), and approximately 20,000 square feet of commercial space; and Program B: Commercial/ Residential Mixed-Use: 190,000 square foot mixed-use development with no hotel and 145 residential units (including live-work units), and approximately 28,000 square feet of commercial space (Program "A" and Program "B"). Both use programs provide a mix of uses that are compatible with each other, thereby meeting the purpose and intent of good zoning practices and the master plan of the City of Salem. 7.3.2 Applicability—The proposed development parcel is at least live (5) times the required minimum lot size of 2,000 square feet in the B5, Central Development District. The lot size is 65,173 square feet +/- substantially exceeding the requirement of 10,000 square feet. The underlying-zoning district of the proposed development parcel is B5 Central Development District, which is eligible for PUD treatment. 7.3.3 Uses—The proposed uses, as included in Program A and Program B, as described in this decision in Section 7.3.1, are allowed in a PUD development. 7.3.3.1 - Both proposed Planned Unit Development use programs contain multi-family residential development that is compatible with adjacent existing residential development and potential development of the surrounding neighborhood because adjacent parcels are either zoned B5 or R3 (across the street). 7.3.3.2 - The applicant has submitted a plan for the total property and has in clear detail by engineering and architectural specifications and drawings shown the area to be developed and the means that will be employed to protect the abutting property and the health safety, and welfare and privacy enjoyed thereon. The project and both use programs have been peer reviewed by civil and traffic!engineers who have confirmed that there will not be negative impacts on abutting property subject to conditions contained within this decision. The Planning Board hereby makes the following findings pertaining to,the Planned Unit Development Special Permit application: 1. The proposed planned unit development is in harmony with the purpose and intent of this ordinance and the master plan of the City of Salem as this project will add vitality to the downtown, provide a mix of residential units and commercial spaces, improve the streetscape, improve pedestrian accessibility, and generate tax revenue for the City. 2. The mixture of uses in the planned unit development is determined to be sufficiently advantageous to render it appropriate to depart from the normal requirements of the district. Specifically, this is a significant mixed-use development of approximately 190,000 square feet that will greatly enhance this section of the downtown. The mix of housing; including live-work space; commercial use, and a potential hotel will add to the vibrancy, vitality, and aesthetics of downtown, providing substantial public benefit. 3. The planned unit development would not result in a net negative environmental impact, based on the information from the Environmental Impact Statement and plans, and the review of the project by the Planning Board's civil and traffic engineering consultants. The Planning Board hereby makes the following findings pertaining to the Flood Hazard District Special Permit Application: I. The proposed uses comply in all respect to the uses and provisions of the underlying zoning district and the Planned Unit Development provision. 2. A portion of the site is within the 100-year FEMA coastal floodplain. 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 lots(s) caused by either the overspill from water bodies or high runoff. In the case of a 100-year flood, the upper parking deck will remain accessible during a flooding event. The regrading of Dodge Street will allow circulation to the other areas of the site. Adequate drainage will be constructed to drain the lowest level of the garage should it fill during a flood event. Additionally, the Development Plan includes raising a portion of the site, so that the finished floor level is located above the 100-year FEMA coastal floodplain elevation. i 3. All utilities including gas, electricity, fuel, water and sewage disposal will be located and constructed so as to protect against breaking, leaking, short-circuiting, grounding or igniting or any other damage due to Flooding. The Development Plan and project narrative indicate that all utilities and essential equipment will be located above floodplain level. 4. The proposed development will not be located within a coastal high hazard area (Zone VE on the FEMA Flood Insurance Rate Maps). At a regularly scheduled meeting of the Planning Board held on December 18, 2014, the Planning Board voted by a vote of seven (7) in favor(Mr. Puleo, Mr. Anderson, Mr. Veno, Mr. Koretz, Ms. Sides, Mr. Clarke,Mr. Griset), and none(0) opposed to approve the Planned Unit Development Special Permit, Site Plan Review,Flood Hazard District Special Permit, and Stormwater Management Permit subject to the following conditions: 1. Conformance with the Plan Work shall conform to the plans entitled "Salem Gateway: Washington and Dodge Street Infrastructure Improvements, Salem, MA Plans 13-107" C1.0 to C7.I prepared by Design Consultants, Inc. dated July 102 2014 (Revised October 6; November 4), "North Building Residential/ Commercial Schematic Plan" dated December 3. 2014, prepared by RCG LLC. Landscape Plans L-I to L-I I prepared by Landworks Studio, and Lighting Plans LCIa and LCIc prepared by Available Light; Architectural plans AA 100.1-106, 300-303 prepared by Khalsa Design, Inc. 2. Amendments 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 Planting Board. Any waiver of conditions contained within shall require the approval of the Planning Board. 3. Construction Practices All construction shall be carried out in accordance with the following conditions: a. Exterior construction work shall not be conducted between the hours of 5:00 I'M and 8:00 AM the following day on weekdays or at any time on Sundays or Holidays. Any interior work conducted during these times will not involve heavy machinery which could generate disturbing noises. b. 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 !east 72 hours prior to commencement of construction of the project. c. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00 PM. There shall be no drilling or blasting on Saturdays,. Sundays, or holidays. Blasting shall be undertaken in accordance with all local and state regulations. d. All construction vehicles shall be cleaned prior to leaving the site so that they do not track silt on public ways. e. All construction shall be perfbnned 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. f All construction vehicles left overnight at the site, must be located completely on the site or parked at another off-street parking lot. g. A Construction Management Plan and Construction Schedule shall be submitted by the applicant to the City Planner for review and approval prior to the issuance of a building permit. Included in this plan, but not limited to, shall be information regarding how the construction equipment will be stored, a description of the construction staging area and its location in relation to the site, and where the construction employees will park their vehicles. h. A Traffic Management Plan shall be submitted to the City Planner and Police Department for review and approval prior to issuance of a building permit. The Traffic Management Plan shall include the proposed communication methods, including notification to the Building Salem Coordinator, to keep the public informed regarding activities affecting vehicular and pedestrian circulation during construction. i. All sidewalks, roadways, utilities, landscaping, etc. damaged during construction shall be replaced or repaired to their pre-construction condition, or better. 4. Fire Department All work shall comply with the requirements of the Salem Fire Department in accordance with the applicable fire prevention regulations. The locations of all fire hydrants shall be approved by the Fire Department prior to the issuance of any building permit. 5. Building Inspector All work shall comply with the requirements of the Salem Building Inspector consistent with the current version of the State Building Code, Massachusetts Architectural Access Board regulations and Massachusetts Energy Codes. 6. Board of Health a. 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. b. 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 certifies that soil and ground water on the entire site meets the DEP standards for the proposed use. Since there are individual parcels combined into one site only that parcel(s) that is issued a DEP tracking Number is expected to meet this condition c. The developer shall adhere to a drainage plan as approved by the City Engineer. d. 'Che developer shall employ a licensed pesticide applicator to assess and exterminate pests in the area prior to construction, demolition, and/or blasting and shall send a copy of the exterminators invoice to the Health Agent. A pest control management plan shall be developed and submitted to the Health Agent prior to the start of any demolition work. c. The developer shall maintain the area free from rodents throughout construction. E The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construction. g. 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. h. The Fire Department must approve the plan regarding access for firefighting. i. 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 property line. j. The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project. k. The resultant establishment(s) shall dispose of all waste materials resulting from its operations in a sound manner as described to the Board of Health and in compliance with existing Federal, State and Local laws. I. The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above conditions have been met. in. In developments of 10 or more units, the developer shall develop a grease management plan to prevent grease from entering the city sewers that is in compliance with the requirements of the City Engineer n. Salem sits in a Radon Zone 1 and the risk of radon entering buildings is extremely. Therefore, the installation of radon mitigation systems is strongly recommended. 7. Department of Public Services All work shall comply with the requirements of the Department of Public Services. 8. Conservation Commission All work shall comply with the requirements of the Conservation Commission as the proposed site is located partially within the FEMA flood zone. 9. Lighting a. Any light used to illuminate parking area shall be arranged as to reflect light away from adjacent parcels or adjacent rights of way. b. A final lighting plan shall be submitted to the City Planner for review and approval prior to the issuance of a building permit. c. After installation, lighting shall be reviewed and approved by the City Planner prior to the issuance of a Certificate of Occupancy. Notwithstanding the foregoing, to the extent the construction on the Project or portions of the Project are completed such that a Certificate of Occupancy could be issued prior to completion of all exterior lighting, for a portion of the Project or the Project in its entirety, the applicant may provide a performance bond or surety in an amount and form subject to approval of the City Planner to ensure that the work is completed within a reasonable timeframe. The applicant may submit requests to the City Planner for partial releases of said surety based on work completed. 10. HVAC If an HVAC unit is located on the roof or site, it shall be visually screened. The method for screening the unit shall be submitted to the City Planner for review and approval prior to installation. 11. Noise HVAC units shall be sufficiently buffered and the applicant shall take steps to further mitigate noise emanating from the HVAC units(s) if the Board of Health receives any complaints. Notwithstanding the foregoing, the guideline for reviewing such noise is that the broadband sound level should not increase by more than 10 dB(A) above the ambient levels measured at the property line. 12. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Trees shall be a minimum diameter of 3 %" dbh (diameter breast height). c. Maintenance of all landscaping, excepting street trees that will become property of the City of Salem, shall be the responsibility of the applicant, his successors or assigns. The applicant, his successors or assigns, shall guarantee all trees and shrubs (including street trees) for a two (2) year period. d. Final completed landscaping shall be subject to approval by the City Planner prior to the issuance ofa Certificate of Occupancy. Notwithstanding the foregoing, to the extent that the construction is finished such that a Certificate of Occupancy could be issued for a portion of the Project or the Project in its entirety and that the weather conditions (e.g., late fall, winter or early spring) are such that the landscaping cannot reasonably be finished, the applicant may provide a performance bond or surety in an amount and form subject to approval of the City Planner to ensure that the work is completed within a reasonable timeframe. The applicant may submit requests to the City Planner for partial releases of said surety based on work completed. 13. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the developer, his successors or assigns. "Refuse removal" includes recycling, which shall be the responsibility of the owner, his successors or assigns.The owner shall provide adequate facilities to ensure all users are able to recycle their trash. Owner is to enter into a contract with a company of the owner's choice to arrange pick-up of recyclable material. A copy of this contract is to be submitted to the City Engineer. For clarity, this provision does not apply to publicly owned rights of way and streets. b. The developer, his successors or assigns shall be responsible for the shoveling and/or snowplowing of the sidewalk for all building frontage along Dodge Street, Washington Street; and Dodge Street Court. I c. Winter snow in excess of snow storage areas on the site shall be removed off site. 14. As-built Plans As-built Plans, stamped by a Registered Professional Engineer, shall be submitted to the. Department of Planning and Community Development and Department of Public Services prior to the issuance of the Certificate of Occupancy. The As-Built plans shall be submitted to the City Engineer in electronic file format suitable for the City's use and approved by the City Engineer, prior to the issuance of the Certificate Of Occupancy. A completed tie card, a blank copy (available at the Engineering Department) and a certification signed and stamped by the design engineer; stating that the work was completed in substantial compliance with the design drawing must be submitted to the City Engineer prior to the issuance of the Certificate of Occupancy; as well as, any subsequent requirements by the City Engineer. To the extent that construction work has been completed sufficient for a Certificate of Occupancy to be issued for a portion of the Project or the Project in its entirety but that the As-Built plans have not yet been ftilly completed (for said portion of the Project or the Project in its entirety), the applicant may provide a performance bond or surety in an amount and form subject to approval of the City Planner to ensure that the As-Built Plans are completed within a reasonable timeframe. 15. Clerk of the Works A Clerk ofthe Works shall be provided by the City, at the expense of the applicant, his successors or assigns, as is deemed necessary by the City Planner. Notwithstanding the foregoing, the parties acknowledge the ['reject shall be subject to controlled construction, which requires oversight by licensed engineers and architects. Accordingly, it is the understanding of the Board. the City Planncr 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 a Clerk of the Works shall be for a reasonable number of hours and at a customary rate for such service. 16. Violations Violations of any condition contained herein 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. 17. Special Conditions a. Stormwater Management Permit Applicant to revise Stormwater Management Report with O&M Plan to incorporate appropriate detention and groundwater infiltration system, and submit to City Engineer for review and approval prior to issuance of a Foundation or Building Pennit. Revised design to detain roof' runoff must demonstrate that groundwater recharge and pre and post runoff rates meet requirements of Stonnwater Standards for non-tidal discharge. b. Existing Utility Relocation 1. Applicant to revise site plans to include replacement of remaining Dodge Street drain pipe and submit to the City Planner and City Engineer for review and approval prior to issuance of a Building Permit. 2. Prior to issuance o f a Building Permit, applicant to complete additional field investigations on the interceptor sewers and South River drainage conduit, and revise the utility relocation plans to include the location of all utilities to be relocated and/or installed between the proposed building and the South River conduit with adequate plan, profile, and cross-section views with sufficient detail to demonstrate to the satisfaction of the City Engineer that the utilities may be relocated and are constructible within the proposed utility corridor. Plans shall include additional detail of water replacement and connections to existing water main at each.end of proposed relocation for adequate valving and thrust restraint to the satisfaction of the City Engineer, and also delineate and formalize the proposed easement layout and language for utilities to be located on Applicant's property. 3. Applicant to submit additional information from their geotechnical engineer to the City Engineer regarding proposed vibrations from pile foundation adjacent to Dodge Street interceptor sewer and modify the foundation design or protect/rehabilitate/replace sewer prior to issuance of a Foundation Permit. Applicant to complete CCTV pipeline inspection of the Dodge Street interceptor sewer before and after completing foundation work and submit to City Engineer, and, if required, protect/rehabiIitate/replace sewer line to address deficiencies or defects observed. c. Utilities Applicant to submit additional information to the City Planner and City Engineer once architectural plans are finalized, to demonstrate the proposed fire hydrants and connections meet requirements of Salem Fire Department and that proposed sewer, drain, and water service connections are in agreement between the architectural and civil plans, and that the design will collect rainfall runoff and detain water as modeled in the revised Stormwater Management Report, prior to issuance of a Building Permit. d. Site Development Plans Applicant to submit additional information to the City Engineer on the number and location of all existing utility services to all buildings, and revise plans to identify the number and location of alt utilities to be capped or plugged. Applicant is to complete the abandonment of the service connections prior to issuance ofa Demolition Permit. e. Traffic 1. Applicant to install a Rectangular Rapid Flash Beacon (RRFB) system, or Pedestrian Hybrid Beacon, to supplement the proposed mid-block crosswalk across Washington Street at Dodge Street. A detailed design and specifications, including but not limited to system layout, number of beacons, push button locations, conduit and pull box layout, post and foundation information, power source, and system operations shall be provided to the City Planner for review and approval prior to issuance of a Building Permit. Installation to be completed prior to issuance of a Certificate of Occupancy. 2. In addition to the Washington Street north leg crosswalk, the proponent is proposing to upgrade the existing crosswalk across the east leg of Washington Street. This crosswalk to be enhanced with Pedestrian Warning signs (WI 1-2, W16-7p), similar to the other proposed crosswalks. Installation to be completed prior to issuance of a Certificate of Occupancy. 3. At the intersection of Dodge Street and Dodge Street Court, the proposed Pedestrian Warning signs (WI 1-2, W16-7p) are not necessary for the Dodge Street Court approaches since they are Stop sign controlled and are to be eliminated. 4. Pedestrian Warning signs (WI 1-2, W16-7p) must be provided for the crosswalk across Dodge Street and installation to be completed prior to issuance of a Certificate of Occupancy. 5. The Applicant to install crosswalks that meet the City standard, which is an inlaid preformed thermoplastic asphalt pavement marking system. The proponent shall coordinate with the City Engineer in regard to the exact specifications. The Applicant to coordinate with the City Planner regarding the specific pattern. 6. It is expressly noted that certain proposed parking and roadway circulation changes are subject to approval of Council in accordance with the Salem Traffic Ordinance. f. Salem Redevelopment Authority All work shall comply with the requirements of the Salem Redevelopment Authority. g. Notification Prior to the issuance of a Building Permit, the applicant shall notify the City of Salem and all abutters within 300 feet if the development proceeds with alternate use program "B" as described in this decision in Section 7.3.1. h. Future Changes Once the final Certificate of Occupancy is issued, the approval of the alternate program of uses shall expire and the Zoning Ordinance will govern any proposed change of use. 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 fled 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. Charles M. Puleo, Chair QCITY OF SALEM P PLANNING BOARD Decision 1015 SEP -q A 11: 12 FILE Amendment to a Planned Unit Development Special Permit;�tI,.VIA 8,646* S.SS. Flood Hazard District Special Permit, and Stormwater Management Permit 9-11 DODGE STREET, 217-219 &231-251 WASHINGTON STREET (Map 34, Lots 403, 405, and 406) 9/9/2015 Dodge Area, LLC 17 lvaloo Street, Suite 100 Somerville, MA 02143 RE: Amendments to a Planned Unit Development Special Permit, Site Plan Review, Flood Hazard District Special Permit, and Stormwater Management Permit Decision for the proposed development at 9- 11 Dodge Street, 217-219 & 231-251 Washington Street. On July 30, 2015, the Planning Board of the City of Salem (hereinafter referred to as the "Planning Board"or"the Board") opened a public hearing regarding the application of DODGE AREA LLC (hereinafter referred to as the "Applicant'and/or"Owner") for an amendment to the previously approved Planned Unit Development Special Permit, Site Plan Review, Flood Hazard District Special Permit, and Stormwater Management Permit Decision for the property located at 9-11 Dodge St., 217-219 Washington St., and 231-251 Washington St. (Map 34, Lots 0403, 0405, and 0406). The approved project included two possible use programs: A) Base Program the new construction of an approximately 190,000 square foot mixed-use development with 111 hotel rooms, 84 residential units (including live/work units), and approximately 20,000 square feet of commercial space; and Program B: Commercial/Residential Mixed-Use:.190,000 square foot mixed-use development with no hotel and 145 residential units (including live/work units), and approximately 28,000 square feet of commercial space. Both use programs included a minimum of 245 parking spaces of which a minimum of 38 parking spaces will be made available to the public. Specific amendments proposed are the following: - Remove the top floor of the West/South Building (residential mixed-use). - Remove the deepest portion of the underground parking garage - Increase the depth of the in-line retail along lower Washington Street. 2 As amended, the applicant proposes two possible use programs: A) Base Program the new construction of an approximately 178,000 square foot mixed- use development with 111 hotel rooms, 68 residential units (including live/work units), and approximately 23,000 square feet of commercial space; and Program B: Commercial/Residential Mixed-Use: 178,000 square foot mixed-use development with no hotel and up to 116 residential units (including live/work units), and approximately 30,000 square feet of commercial space. Both use programs include 212 parking spaces of which a minimum of 38 parking spaces will be made available to the public. The public hearing was continued to September 3, 2015 and closed on this date. The Planning Board, after a public hearing and review of submitted materials and testimony, hereby finds that the proposed amendment to the previously approved project meets the provisions of the City of Salem Zoning Ordinance, Sec. 7.3 Planned Unit Development, as follows: 7.3.1 Purpose—Planned unit development is designed to provide various types of land use which can be combined in compatible relationship with each other as part of a totally planned development. As proposed, the Planned Unit Development (PUD) incorporates a precise development plan for two use programs; Base Program A: 178,000 square foot new-mixed use development with 111 hotel rooms, 68 residential units (including live-work units), and approximately 23,000 square feet of commercial space; and Program B: Commercial/Residential Mixed-Use: 178,000 square foot mixed-use development with no hotel and up to 116 residential units (including live-work units), and approximately 30,000 square feet of commercial space (Program "A" and Program `B"). Both use programs provide a mix of uses that are compatible with each other, thereby meeting the purpose and intent of good zoning practices and the master plan of the City of Salem. 7.3.2 Applicability—The proposed development parcel is at least five(5) times the required minimum lot size of 2,000 square feet in the B5, Central Development District. The lot size is 65,173 square feet +/- substantially exceeding the requirement of 10,000 square feet. The underlying zoning district of the proposed development parcel is B5 Central Development District, which is eligible for PUD treatment. 7.3.3 Uses—The proposed uses, as included in Program A and Program B, as described in this decision in Section 7.3.1, are allowed in a PUD development. 7.3.3.1 - Both proposed Planned Unit Development use programs contain multi-family residential development that is compatible with adjacent existing residential development and potential development of the surrounding neighborhood because adjacent parcels are either zoned B5 or R3 (across the street). 7.3.3.2 - The applicant has submitted a plan for the total property and has in clear detail by engineering and architectural specifications and drawings shown the area to be developed and the means that will be employed to protect the abutting property and the health safety, and welfare and privacy enjoyed thereon. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 ' TEL: 978.619.5685 FAX 978.740.0404 - WWW.SALEM.COM 3 The project and both use programs have been peer reviewed by civil and traffic engineers who have confirmed that there will not be negative impacts on abutting property subject to conditions contained within this decision. The Planning Board hereby makes the following findings pertaining to the Planned Unit Development Special Permit application: ]. The proposed amendment to the previously approved planned unit development is in harmony with the purpose and intent of this ordinance and the master plan of the City of Salem as this project will add vitality to the downtown, provide a mix of residential units and commercial spaces, improve the streetscape, improve pedestrian accessibility, and generate tax revenue for the City. 2. The mixture of uses in the planned unit development is determined to be sufficiently advantageous to render it appropriate to depart from the normal requirements of the district. Specifically, this is a significant mixed-use development of approximately 178,000 square feet that will greatly enhance this section of the downtown. The mix of housing, including live-work space, commercial use, and a potential hotel will add to the vibrancy, vitality, and aesthetics of downtown, providing substantial public benefit. 3. The planned unit development would not result in a net negative environmental impact, based on the information from the Environmental Impact Statement and plans, and the review of the project by the Planning Board's civil and traffic engineering consultants. The Planning Board hereby makes the following findings pertaining to the Flood Hazard District Special Permit Application: 1. The proposed uses comply in all respect to the uses and provisions of the underlying zoning district and the Planned Unit Development provision. 2. A portion of the site is within the 100-year FEMA coastal floodplain. 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 lots(s) caused by either the overspill from water bodies or high runoff. In the case of a 100-year flood, the upper parking deck will remain accessible during a flooding event. The regrading of Dodge Street will allow circulation to the other areas of the site. Adequate drainage will be constructed to drain the lowest level of the garage should it fill during a flood event. Additionally, the Development Plan includes raising a portion of the site, so that the finished floor level is located above the 100- year FEMA coastal floodplain elevation. 120 WASHINGTON STREET, SALEM, MASSACHUS61Ts 01970 • TEL: 978.619.5685 FAx 978.740.0404 • WWW.SALEM.COM 4 3. All utilities including gas, electricity, fuel, water and sewage disposal will be located and constructed so as to protect against breaking, leaking, short-circuiting, grounding or igniting or any other damage due to flooding. The Development Plan and project narrative indicate that all utilities and essential equipment will be located above floodplain level. 4. The proposed development will not be located within a coastal high hazard area (Zone VE on the FEMA Flood Insurance Rate Maps). At a regularly scheduled meeting of the Planning Board held on September 3, 2015, the Planning Board voted by a vote of eight(8) in favor (Mr.Anderson,Mr. Clarke,Mr. Rieder, Ms.Yale,Mr. Griset, Mr. Veno,Mr. Koretz and Ms.Hamilton), and none (0) opposed to approve the proposed amendments subject to the following conditions: 1. Conformance with the Plan Work shall conform to the plans entitled "Salem Gateway: Washington and Dodge Street Infrastructure Improvements, Salem, MA Plans 13-107" C1.0 to C7.1 prepared by Design Consultants, Inc. dated July 10, 2014 (Revised October 6; November 4), "North Building Residential/Commercial Schematic Plan" dated December 3, 2014, prepared by RCG LLC, Landscape Plans L-I to L-11 prepared by Landworks Studio, and Lighting Plans LCI a and LCIc prepared by Available Light; Architectural plans AA100.1- 106, 300-303 prepared by Khalsa Design, Inc. revised on July 1, 2015. 2. Original Decision All conditions set forth in the original decision for Site Plan Review, Planned Unit Development Special Permit and Flood Hazard District Special Permit dated December 11, 2014 shall remain and be adhered to by the applicant, unless explicitly eliminated or amended in this decision. 3. Amendments 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. 4. Construction Practices All construction shall be carried out in accordance with the following conditions: a. Exterior construction work shall not be conducted between the hours of 5:00 PM and 8:00 AM the following day on weekdays or at any time on Sundays or Holidays. Any interior work conducted during these times will not involve heavy machinery which could generate disturbing noises. b. 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 construction of the project. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 . 7$L: 978.619.5685 FAX 978.740.0404 . WWW.SALFM.COM 5 C. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00 PM. There shall be no drilling or blasting on Saturdays, Sundays, or holidays. Blasting shall be undertaken in accordance with all local and state regulations. d. All construction vehicles shall be cleaned prior to leaving the site so that they do not track silt on public ways. e. 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. f. All construction vehicles left overnight at the site, must be located completely on the site or parked at another off-street parking lot. g. A Construction Management Plan and Construction Schedule shall be submitted by the applicant to the City Planner for review and approval prior to the issuance of a building permit. included in this plan, but not limited to, shall be information regarding how the construction equipment will be stored, a description of the construction staging area and its location in relation to the site, and where the construction employees will park their vehicles. h. A Traffic Management Plan shall be submitted to the City Planner and Police Department for review and approval prior to issuance of a building permit. The Traffic Management Plan shall include the proposed communication methods, including notification to the Building Salem Coordinator, to keep the public informed regarding activities affecting vehicular and pedestrian circulation during construction. i. All sidewalks, roadways, utilities, landscaping, etc. damaged during construction shall be replaced or repaired to their pre-construction condition, or better. 5. Fire Department All work shall comply with the requirements of the Salem Fire Department in accordance with the applicable fire prevention regulations. The locations of all fire hydrants shall be approved by the Fire Department prior to the issuance of any building permit. 6. Building Inspector All work shall comply with the requirements of the Salem Building Inspector consistent with the current version of the State Building Code, Massachusetts Architectural Access Board regulations and Massachusetts Energy Codes. 7. Board of Health 120 WASHINGTON STRFE9', SALEM, MASSACHUSETTS 01970 . TEL: 978.619.5685 FAX 978.740.0404 . WWW.SALEM.COM 6 a. 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. b. 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 certifies that soil and ground water on the entire site meets the DEP standards for the proposed use. Since there are individual parcels combined into one site only that parcel(s) that is issued a DEP tracking Number is expected to meet this condition c. The developer shall adhere to a drainage plan as approved by the City Engineer. d. The developer shall employ a licensed pesticide applicator to assess and exterminate pests in the area prior to construction, demolition, and/or blasting and shall send a copy of the exterminator's invoice to the Health Agent. A pest control management plan shall be developed and submitted to the Health Agent prior to the start of any demolition work. e. The developer shall maintain the area free from rodents throughout construction. f. The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construction. g. 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. h. The Fire Department must approve the plan regarding access for firefighting. i. 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 property line. j. The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 ' TEL: 978.619.$68$ FAX 978.740.0404 . WWW.SAI,EM.COM k. The resultant establishment(s) shall dispose of all waste materials resulting from its operations in a sound manner as described to the Board of Health and in compliance with existing Federal, State and Local laws. 1. The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above conditions have been met. m. In developments of 10 or more units, the developer shall develop a grease management plan to prevent grease from entering the city sewers that is in compliance with the requirements of the City Engineer n. Salem sits in a Radon Zone 1 and the risk of radon entering buildings is extremely. Therefore, the installation of radon mitigation systems is strongly recommended. 8. Department of Public Services All work shall comply with the requirements of the Department of Public Services. 8. Conservation Commission All work shall comply with the requirements of the Conservation Commission as the proposed site is located partially within the FEMA flood zone. 9. Lighting a. Any light used to illuminate parking area shall be arranged as to reflect light away from adjacent parcels or adjacent rights of way. b. A final lighting plan shall be submitted to the City Planner for review and approval prior to the issuance of a building permit. c. After installation, lighting shall be reviewed and approved by the City Planner prior to the issuance of a Certificate of Occupancy. Notwithstanding the foregoing, to the extent the construction on the Project or portions of the Project are completed such that a Certificate of Occupancy could be issued prior to completion of all exterior lighting, for a portion of the Project or the Project in its entirety, the applicant may provide a performance bond or surety in an amount and form subject to approval of the City Planner to ensure that the work is completed within a reasonable timeframe. The applicant may submit requests to the City Planner for partial releases of said surety based on work completed. 10. HVAC If an HVAC unit is located on the roof or site, it shall be visually screened. The method for screening the unit shall be submitted to the City Planner for review and approval prior to installation. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 . TEL: 978.619.5685 FAX 978.740.0404 - WWW.SALEM.COM 8 11. Noise HVAC units shall be sufficiently buffered and the applicant shall take steps to further mitigate noise emanating from the HVAC units(s) if the Board of Health receives any complaints. Notwithstanding the foregoing, the guideline for reviewing such noise is that the broadband sound level should not increase by more than 10 dB(A) above the ambient levels measured at the property line. 12. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Trees shall be a minimum diameter of 3 %"dbh (diameter breast height). c. Maintenance of all landscaping, excepting street trees that will become property of the City of Salem, shall be the responsibility of the applicant, his successors or assigns. The applicant, his successors or assigns, shall guarantee all trees and shrubs (including street trees) for a two (2) year period. d. Final completed landscaping shall be subject to approval by the City Planner prior to the issuance of a Certificate of Occupancy. Notwithstanding the foregoing, to the extent that the construction is finished such that a Certificate of Occupancy could be issued for a portion of the Project or the Project in its entirety and that the weather conditions (e.g., late fall, winter or early spring) are such that the landscaping cannot reasonably be finished, the applicant may provide a performance bond or surety in an amount and form subject to approval of the City Planner to ensure that the work is completed within a reasonable timeframe. The applicant may submit requests to the City Planner for partial releases of said surety based on work completed. 13. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the developer, his successors or assigns. "Refuse removal" includes recycling, which shall be the responsibility of the owner, his successors or assigns. The owner shall provide adequate facilities to ensure all users are able to recycle their trash. Owner is to enter into a contract with a company of the owner's choice to arrange pick-up of recyclable material. A copy of this contract is to be submitted to the City Engineer. For clarity, this provision does not apply to publicly owned rights of way and streets. b. The developer, his successors or assigns shall be responsible for the shoveling and/or snowplowing of the sidewalk for all building frontage along Dodge Street, Washington Street, and Dodge Street Court. c. Winter snow in excess of snow storage areas on the site shall be removed off site. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 ' TEL: 978.619.5685 FAX 978.740.0404 - WWW.SALEM.COM 9 14. As-built Plans As-built Plans, stamped by a Registered Professional Engineer, shall be submitted to the Department of Planning and Community Development and Department of Public Services prior to the issuance of the Certificate of Occupancy. The As-Built plans shall be submitted to the City Engineer in electronic file format suitable for the City's use and approved by the City Engineer,prior to the issuance of the Certificate of Occupancy. A completed tie card, a blank copy(available at the Engineering Department) and a certification signed and stamped by the design engineer, stating that the work was completed in substantial compliance with the design drawing must be submitted to the City Engineer prior to the issuance of the Certificate of Occupancy; as well as, any subsequent requirements by the City Engineer. To the extent that construction work has been completed sufficient for a Certificate of Occupancy to be issued for a portion of the Project or the Project in its entirety but that the As-Built plans have not yet been fully completed (for said portion of the Project or the Project in its entirety), the applicant may provide a performance bond or surety in an amount and form subject to approval of the City Planner to ensure that the As-Built Plans are completed within a reasonable timeframe. 15. Clerk of the Works A Clerk of the Works shall be provided by the City, at the expense of the applicant, his successors or constructionassigns, as is deemed necessary by the City Planner. Notwithstanding the foregoing, the parties , which requires oversight by licensed acknowledge the Project shall be subject to controlled engineers 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 a Clerk of the Works shall be for a reasonable number of hours and at a customary rate for such service. 16. Violations Violations of any condition contained herein 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. 17. Special Conditions a. Stormwater Management Permit Applicant to revise Stormwater Management Report with O&M Plan to incorporate appropriate detention and groundwater infiltration system, and submit to City Engineer for review and approval prior to issuance of a Foundation or Building Permit. Revised design to detain roof runoff must demonstrate that groundwater recharge and pre and post runoff rates meet requirements of Stormwater Standards for non- tidal discharge. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 . TEL: 978.619.$68$ FAX 978.740.0404 - WWW.SALEM.COM 10 b. Existing Utility Relocation 1. Applicant to revise site plans to include replacement of remaining Dodge Street drainpipe and submit to the City Planner and City Engineer for review and approval prior to issuance of a Building Permit. 2. Prior to issuance of a Building Permit, applicant to complete additional field investigations on the interceptor sewers and South River drainage conduit, and revise the utility relocation plans to include the location of all utilities to be relocated and/or installed between the proposed building and the South River conduit with adequate plan, profile, and cross-section views with sufficient detail to demonstrate to the satisfaction of the City Engineer that the utilities may be relocated and are constructible within the proposed utility corridor. Plans shall include additional detail of water replacement and connections to existing water main at each end of proposed relocation for adequate valving and thrust restraint to the satisfaction of the City Engineer, and also delineate and formalize the proposed easement layout and language for utilities to be located on Applicant's property. 3. Applicant to submit additional information from their geotechnical engineer to the City Engineer regarding proposed vibrations from pile foundation adjacent to Dodge Street interceptor sewer and modify the foundation design or protect/rehabilitate/replace sewer prior to issuance of a Foundation Permit. Applicant to complete CCTV pipeline inspection of the Dodge Street interceptor sewer before and after completing foundation work and submit to City Engineer, and, if required, protect/rehabilitate/replace sewer line to address deficiencies or defects observed. c. Utilities Applicant to submit additional information to the City Planner and City Engineer once architectural plans are finalized, to demonstrate the proposed fire hydrants and connections meet requirements of Salem Fire Department and that proposed sewer, drain, and water service connections are in agreement between the architectural and civil plans, and that the design will collect rainfall runoff and detain water as modeled in the revised Stormwater Management Report, prior to issuance of a Building Permit. d. Site Development Plans Applicant to submit additional information to the City Engineer on the number and location of all existing utility services to all buildings, and revise plans to identify the number and location of all utilities to be capped or plugged. Applicant is to complete the abandonment of the service connections prior to issuance of a Demolition Permit. e. Traffic 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 • TEL: 978.619.5685 FAx 978.740.0404 • WWW.SALEM.COM I 1 l. Applicant to install a Rectangular Rapid Flash Beacon (RRFB) system, or Pedestrian Hybrid Beacon, to supplement the proposed mid-block crosswalk across Washington Street at Dodge Street. A detailed design and specifications, including but not limited to system layout, number of beacons, push button locations, conduit and pull box layout, post and foundation information, power source, and system operations shall be provided to the City Planner for review and approval prior to issuance of a Building Permit. Installation to be completed prior to issuance of a Certificate of Occupancy. 2. In addition to the Washington Street north leg crosswalk, the proponent is proposing to upgrade the existing crosswalk across the east leg of Washington Street. This crosswalk to be enhanced with Pedestrian Warning signs (W 11-2, WI 6-7p), similar to the other proposed crosswalks. Installation to be completed prior to issuance of a Certificate of Occupancy. 3. At the intersection of Dodge Street and Dodge Street Court, the proposed Pedestrian Warning signs (W 11-2, WI 6-7p) are not necessary for the Dodge Street Court approaches since they are Stop sign controlled and are to be eliminated. 4. Pedestrian Warning signs (WI 1-2, WI 6-7p) must be provided for the crosswalk across Dodge Street and installation to be completed prior to issuance of a Certificate of Occupancy. 5. The Applicant to install crosswalks that meet the City standard, which is an inlaid preformed thermoplastic asphalt pavement marking system. The proponent shall coordinate with the City Engineer in regard to the exact specifications. The Applicant to coordinate with the City Planner regarding the specific pattern. 6. It is expressly noted that certain proposed parking and roadway circulation changes are subject to approval of Council in accordance with the Salem Traffic Ordinance. f. Salem Redevelopment Authority All work shall comply with the requirements of the Salem Redevelopment Authority. g. Notification Prior to the issuance of a Building Permit, the applicant shall notify the City of Salem and all abutters within 300 feet if the development proceeds with alternate use program `B"as described in this decision in Section 7.3.1. h. Future Changes 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 . TEL: 978.619.56$5 FAX 975.740.0404 . WWW.SALEM.COM 12 Once the final Certificate of Occupancy is issued, the approval of the alternate program of uses shall expire and the Zoning Ordinance will govern any proposed change of use. 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. Ben Anderson, Chairman 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 ' TEL: 978.619.5685 FAX 978.740.0404 ' WWW.SALEM.COM 12 2 Washingtonand Dodge Mixed =Use Proposal w 0 Planning Board Submission - July 9th , 2015 0 a Y r U Contents : s _2 U � ;� Architectural Plans. Khalsa Design , Inc. AA 100 . 1 Upper Garrage Level Floor Plan AA 100 . 2 Lower Garage Level Floor Plan AA ,1 01 Level 1 Floor Plan AA1 02 Level 2 , 3,4 , Floor Plan } AA ,1 05 Level 5 Floor Plan AA ,106 Roof Plan ' _ AA300 Mixed-Use Building Elevations AIL AA301 Residential Building Elevations j, AA301 . 7 East Elevation I►yy � �� Fn %L � � A900 Perspective View Birds Eye 1 C `IS, � A900. 1 Dodge Court l I y � � � 3 A900. 2 Dodge Court Dodge Street A900 . 3 Washington Street Dodge Street J` � � z� A900 .4 Washington Street Looking Towards Canal Street � A900. 5 Washington Street Looking Towards Dodge Street a '� � y � A900 . 6 Washington Street Corner N A900. 7 Washington Street @ Pond Street � A900. 8 Parking Plaza A900 . 9 Canal Street @ Mill Street i A900 . 10Washington @ New Derby Street ', o A900 . 11 Site Sections n A900 . 12 Site Sections a) Developer: Dodge Area LLC c/o RCG LLC A-910 Shadow Studies U) Arch "tectsI I Khalsa Designs ( C . AUMN��p BOARD g andscape Architect : Landworks Studio , Inc . s�;,„° C0 ivil Engineer: Design Consultants Inc . REVISED 07-01-15 AOOO COVER SHEET SCALE: 1'-0" VERSION 07-01 -15 � V 1Zz 0 1 W 900.1 Q . . f f-. F , I V ® w 00- - - - -�—I - H2 23.00 / V oo� RETAIL RETAIL RETAIL RETAIL I I 1 4 0 O EN �P TO ELO FELEV - RES. LOBBY kL% I I I M - _ LEV MY WAAON 23.00 LOBBY H7 MYOgOx 0F�! F-s-1 0 0 0 E!:1 F I / � UP -- - 8 SPACES - _. - '� To BELOW \ ' HP s s F-&-] PF 0 - Fc I Fc I F s-1FELOW c C\ © ! © fi i OPEN _. -- - - 2 0 -II - oOB I - F s 900.1 s 0 H 11) CIO U) �r j < -- -----�H 1 Z C:U) rn cn IV CIOECU Es UEKI �_, i CL o -rr Q o ''UP I I fir /"-\ - --�H 13) L- ELECTR AL �\ o ��F OPEN TO i 0 CABLE TH 0) � � 7 i },W Q. BELOWCn / - ---- -- / 0 0�0 , DE 0 0S - \H 14) D - -- D El Fj El 13 ca 0 EKI 0 E 17) F] �� EE1 _ _ nnn T_. - o 0 --s-1 ACES �-- c =-= -}—I O O C1 Cl D �H 15) Parking Schedule Q E o DDDCID 0 0 0 0 0 p p p p pmark7 Level Count - - OODDQ -- - `n -,, DN 0H16 1 6) - Level 1 C Level 1 1 0 Os ��> 23 00 OPEN HP Level 1 2 HP TO BELOW S Level 1 51 0 s H 1 Level -1/UG --- - ` - - -- - p - -- - ---- ------ - {. ' ' C Level -1/UG 9 (U 0 CD �G� UN9 SPACES STORAGE `� �y- �� HP Level -1/UG 2 (n \ �eP -i 3 � 0 0 0 E � 0 � _ _ - _ \ H 18) S Level -1/UG 84 0\` Level -2/LG � \ C Level -2/LG 9 — _- _ _ — rH 19) Os - - — - - - - - HP Level -2/LG 2 RECYCLIN �� S Level -2/LG 52 N D HA H DHC HD Grand total: 212 UG LEVEL/LEVEL - 1Y N pO } a O U 2 9001 0 10' 20' 40' AA100 . 1 UPPER GARAGE LEVEL SCALE: 1/16" = 1'-a' VERSION 07-01 -15 Aw, CU N STREE- z SH1t4GT0 z♦nn A 1 V 900.1 W a - 28'-0" 28'-0" 28'-0" _ —I-- I H1 . . Ile �- Lj t-j a H3 RETAIL 13 ABOVE I I NEW ZELKOVA BIKE STORAGEn -- 1 — 9oo.1 GAS METE SUILDI - - - - ROOM MECH. ELEC RESTIAURIANT i 4 GAS _ ' • ELEV RES. LOBBY EL. ROM i EL.EV - -- - - - - - H6 _ 1 r 15.25 STORAGE � - - LOBBY 8 SP CES - - H7 S- moo [:KlFs � , I -'U P 2T A2T- 10" 2T- 10" H8 HP � I RETAIL c H9 -T O 4 Y C © © © Fn L - - - _ H 10) F-67 © © © x g Fs-1 Fs--1 s - - - - H 1 -DIN [—S ] w DEI w w 0 E�:] C: 44, W2 CU Q Q — ---- ----JEEQ a - L - 0. r—s-1 ELI OF DBL. HT - ----- --- _ H 13) ELECT CAL 0 CABLE ATH � 0�� o RO T ABOVE �' - _ FLOOD - - - ---- _-- 0 s - - — - - {H14 cu Parking Schedule ,.�, L 4 SPACES I LL Mark Level Count Q S 0 0 � _ y _ - -+ — - �- H15 O 0 Os Os P, ❑ O ~ Level 0) T L--= - o W C Level 1 0--- 1 "P H 16) OC HP Level 1 2 Q - o �� I� S Level 1 51 zzLevel -1/UG E W C Level -1/UG 9 - - - - —�H171 HP Level -1/UG 2 (u NORTH q -- - - -- -- -- - --- - -__ - -- - - - - BUILDING 15.25 - S Level -1/UG 84 (n TRASH& -�- - `� 0 ------ Level -2/LG \\` 'I 0 0 1 0 0 0 F 7s RECYCLING — \.—�H 1 SI C Level -2/LG 9 1 ' SPAC S -- - , �� HP Level -2/LG 2 -" 5%Slope Ramp ° S Level -2/LG 52 DROP OFF AR 1� Grand total: 212 0 1 gi N HA H HC HD SLIDING DOORS Y F N a EXISTING ZELKOVA a - - — t COURT TO BE PROTECTED 0 2 i- 27'- 10" 2T- 10" 27'- 10" 27'- 10" 27'- 10" L _. 0 10' 20' 40' 900.1 U AA1 00 .2 c -2 LOWER GARAGE LEVEL SCALE: 1/16" = 1'-0" VERSION 07-01 -15 - V Z 1 ♦♦Znn 900.1 V — NEW UNIFORM STREET TREES, (HONEY LOCUST, T Q PLANE REE, OAK) UFT] Y ❑00❑ =' - KING t - IH3 v d . ; QUEEN QUEEN !FICE E — — — — — H4 ► QUEEN ELEV c RES. LO - - I QUEEN -_TEL - KING .. AI /' OPEN TO BELOW } { OPEN TO BELOW PUBLIC LOBB Cr A BREAKRO (�8 HP VAN o LIVENVORK - UFID-ice--- f, LINE ' — �H 10) E _ E QUEEN ca 900.1 / LIVE/WORK -- - — - - - - (Hl T A, V • Lo � DN I QUEEN co o� H121 DN QUEEN CL P / #�� Vii,, C �8. a U LIVENVORK _ _ — —{H 13► • �� sC — — 03 UPLo, Q QUEEN UEEN o — — — — — ---(H 14) CD cu QUEEN QUEEN c ' G RETAIL o — — — — — -�H 151 �s QUEEN QUEEN i Q QUEEN QUEEN 0 TRASH & 77� W7) QUEEN KING- -(H 18) c� QUEEN oro HA H -HC HD , N LEVEL 1 y DODGE STREET COURT N ILf 2 `A 900.1 'j 1 0 10' 20' 40' A107 PAJ ol LEVEL 1 FLOOR PLAN SCALE: 1/16" = 1'-0" VERSION 07-01 -15 U Z ♦Zconn 1 = cnW D J Room Legend _ CORRIDOR --- - - - - - - CH2) w EL. RES. UNIT 213r. — E L EV. S. UNIT 1 Br. – – - – – – – 1 Br. I - KING RES. UNIT 1Br. Q 1 QUEEN 900.1 -- — — 4� RES. UNIT 113r. s. UNIT STUD CORRIDOR ELEV. TSA P – – – - – – H 5 l ELI RES. UNIT 213r. EV. LRES. UNIT 313r.� RES. UNIT 3Br. RE. . UNIT STU to �1 - - - - - ---- STO I E RES. UNIT 1Br. RES. UNIT STUDIO ST E DN I F1 t RES. UNIT 1 Br. STAIRJ7 [-] STORAGE - - - - _ - - - - - H8 RES. UNIT 113r. S. UNIT 213r. CH9) ---{H 1 D RES. UNIT 1 Br. 2 -- - - 900.1 - - — — — ES. UNIT 213r. (H 111 RES. UNIT 113r. �H 12) UP L.L UP RES. UNIT 1 Br. — - - - - - - - -(H 14 to f RES. UNIT 213r. - — - - (H 15) ES. UNIT 313r. - — - - - - �H 16 - - - - - -cH 18' (H 19 HA H HC ,HD N o s Y - - - N F" CL O U 2 0 10' 20' 40' AA1 02 1 LEVEL 2,34 FLOOR PLAN SCALE: 1/16" = 1'-0" VERSION 07-01 -15 i U Z 1 ♦♦zn 900.1 V - _ - W - - - — - — — --�I — — I— Hl 28'-3" --- v Y H2 W --- RES. UNI Br. RES. UNIT 213r. _ H3 I I I I U Room Legend end 9o1a 1 ❑ - - I H4 CORRIDOR H5ELEV. RES. UNIT 313r.RES. UNIT 213r.RES. UNIT Q ❑ RES. UNIT 113r. I I I ❑ RES. UNIT 213r. H7 RES. UNIT 1 Br. RES. UNIT 313r. ❑ STAIR --- - RES. UNIT 1 Br. S. UNIT 213r. ❑ STORAGE !' ES. UNIT 1 Br. 900.1 R . UNIT 213r. Hl T I I I I ES. UNIT 113r. H12 cu —IH 13 °N . UNIT 1 Br. a' —IH 14cn RES. UNIT 213r. u ------- -- -- - - - - - - - - - - - - _- � --I -I �- ---�H 5 O S. UNIT 213r. i O - - - - - -- {H 1777 0 A8. . - - - - - - - ❑H 18) c6 i U) - - - - - —�H 19) r HA � CH HC HD a — — o — Y L7 a 0 2 v 900.1 0 10' 20' 40' AA105 LEVEL 5 FLOOR PLAN SCALE: 1/16" = 1'-0" VERSION 07-01 -15 V Z ♦Z W 1 0 900.1 Q V - — T — — —r—i — — H2 V z. H3 - -�- H4 MECHANICAL _ SCREEN — — — — — H5 L. f e STAIR & ELEVATOR PENTHOUSE —(H 10) I � `a O_o H11) ELEVATOR PENTHOUSE STAIR --�H 12) cu PENTHOUSE i L1. — — — H13) H14 � Q H15 � p r ---- -- - �--- — — —ri H16 _ E H17) m — — — — — — i— —(H 18) - — -- -- _ H19 N U HA H HC HD N Y a -- - - - 0 U 0 10' 20' 40' 2 AA106 900.1 LEVEL ROOF PLAN SCALE: 1/16" = 1'-0" VERSION 07-01 -15 CU Z ARISCRAFT STONE, TEXTURED FINISH Z 0 ARISCRAFT STONE, 7 SMOOTH FINISH SMOOTH FINISH STANDING SEAM METAL (LIGHT GRED V♦ -- — — GWM9N-BRrEK,-BARK-- — — — — — BROWN C ICK,DARK Q BROWN2 — – i . , I STANDING SEAM METAL — — • R (DARKGREY) W m I i. —F :. .. rt I i Pm VILLA /ARISCRAFT STONE, _ TEXTURED FINISH V ARISCRAFT ST ARI RAFT STONE, ARISCRAFT STONE, OMMON RICK, RED SMOOTH FINISH TEXTURED F ISH SMOOTH FINISH STANDING SEAM Ii (DARK GREY) STANDING SEAM METAL — — — — — — — — — - - ---- -- — — — - — — — — — — (LIGHT GRED — — cu /1 - -- - - — Lj r7 _ 1 i cn W Ali Ali Hm I H , m rn rn rn m m rn m i I La � O • tt a O f-, Building Elevations- MIXED USE BUILDING SCALE: 3/32" _ -0" VERSION 07-01 -15 I 9 _. 1161!�lI911'!x"11`_ �•,.� 6 Z Z C� W 0 COMMON BRICK RED COMMON BRICK,DARK BROWN MON BRICK,RED OMI N.� K RED STAND G SEAM METAL STANDING SEAM M iL HTGREY) DING SEAM ST ING SEAM ME �BR K DARK (DARK GRED 2 I I - - / w _ I -� - _ . . 1 r , museum FYI F11 --- - --------- F* F F�,, - - ----- I Jill jj -! r ARISCRAFT STONE, MON BRICK RED COMWON BRICK DARK TEXTURED FINISH STANDING SEAM METAL '��j,•�yam,,. `� � . r 7 STANDING SEAM MET (LIGHT GRE n (DARK GRED — — — — — — — — — — — — — — – — — �s� /'" �Ire �''J ./',•�- L 41 r � T T \ �A w r Y c III`- r n 1 I , tt I I Z 1 , N I _ D i - Y } a O I IIII.Mm.1-AA-301 V RESIDENTIAL BUILDING ELEVATIONS SCALE: 3/32 V-0" VERSION 07-01 -15 tU Z Z 0 W Q Q V H V ff Q 0 r 0 q � _ t . N r , I I i j _ cu i I f I�� r 711 Cu 1 H -- ____. _ cu e L Res. Bid . Gra 1011 _-- -- _ --(Hotel Grade Plane ---- — — — — — — — - — — - — — — — — — — — -- -- - — -- -15' - 6.. E cu U) 0 N 0 Y H a O U AA=30 17 East Elevation - - - SCALE: 3/32 1 0 VERSION 0 7 01 15 GENERAL NOTES _ - -- - - - - - 1• THE EXISTING BUILDINGS, CURBS, SPOT GRADES & CONTOURS, ETC. ARE TAKEN FROM THE "EXISTING CONDITION PLAN" BY NORDE—EAST -- SURVEY, PLAN DATED DECEMBER 7, 2012. NORTH w z J Y 0 cr_ a U O H GRASS WASHINGTON STREET / GRASS/ R:TRM11 - - . N.PARK —f_GRASS aaNc wALK SN. ARK --- \ CONIC WALK � \ / PROJECT TEAM puss N CRASS WALK s 'b GRASS h� 1 I GRfSS_ ^ o CONC WALK CONIC. PAD St 01 GRASS APARK N CONC. GRASS WALK _ y I Salem Gateway: 1 \ 1119GRASS �- CONC, WA so / I / ,. �I l �� Washington and PED STLRIAN ,. GRASS Dodge Street GRAN. _ ^ BUC PARKING LOT BIT. CONC , ' / BIT. CONC. iPUBLIC PARKING LIT,PIInfrastructure Bit CONC. Improvements _9 '` II Salem , MA MONbTORING \ / M GRA I I� ---_-- PROJECT INFO ff I GRAN. 1 ? I .... cz ' .. PM.. CONC.4Y. r CONIC. WALK E\ 3 ASS (a pMX2co PMX2+,� { PMw2 GRA55 \ PIXlt2 PMX CONIC WALK > -_ __- I r — SN� SN X2 �' \ �� I _ NP PMX2 BRICK GRASS / _A_.._"---- —� PATIO n. caNa�W"GRASS < i A _ ! MT. CONC. I I G.M I CONC:. WALK 92.55 BLD + I 'SU8 (_ < . - / 1 STORY RETAIL BUILDING 3,784 ; I I a S t � FOOTPRINT BY BRICK a j CON:. WALK 3 wP�" a FACADE o PARK w SN W �P LOCATED BY STUCCO FINISH yw � I` M 1STORY RETAIL BUILDING LEGEND tee vX25. C8 4B�OCK FOOTPRINTCONSTRUCT;ma Fl0°a LIGHT POLE ROOF ELEW.-34.70 SN. STREET SIGN JJ FIRE HYDRANT POINT IN RIGHT—OF—WAY as8j, / I < DH.SB.o DRILL HOLE IN STONE BOUND FOUND \ N 3014420.36 MA 200 \ E 819356.62 &OG RCOOF_ I_ FND. - •xc�, 1-1 ..M,a, EUEV. 3bs9' �a�,yy++ - I ! --__ D PUBLIC DRAIN SERVICE 2 FINAL PLAN SUBMISSION 12/11/14 a'. \ s STPS DOWN z —s- PUBLIC SEWER SERVICE I ' w- PUBLIC WATER SERVICE 1 PEER REVIEW COMMENTS 10/6/2014 a I T— UNDERGROUND TELECOMM. LINES REV DESCRIPTION DATE / / Q R —E UNDERGROUND ELECTRIC LINES \ ELEV.-39.17' _ J CONIC.ZRET.�W,LT I { I CA- UNDERGROUND CABLE TV & COMM. LINES z �. a ® DRAIN MANHOLE BIT. CONIC. E ` o / ! QS SEWER MANHOLE /, G�0 q `�� O TELECOMM. MANHOLE .O % \ L I ® ELECTRIC MANHOLE F- 0 ( CONC. PAD HANDICAP ACCESS / RAMP TREE PLANNING f // I I NG I_� Parcel I.e. 34-0406 \ I Ll1R PARKING LOT WATER VALVE (GATE) g�"A-'R*� n0 ASF /' ` / \ Lot Area o 20,714 eq.k. by \ / I I -I I i GV GAS VALVE (GATE) APPROVED r� // Deed Book 27814 Pg.498 \ I I �T I I WATER SHUT-OFF 0.48 acre DIRECTION OF FLOW z 1 \ q�� BIT.CONC. I RIM = •+,++' MANHOLE RIM ELEVATION ITE PLAN LU / \ UPPER PARKING LOT ; �9 I I INV.IN/OUT= '+.'+' IN OR OUT PIPE INVERT ELEVATION z (5 I \ sww ❑ WATER METER / GATE BIT. CONIC. STAMP: BIL CONC. I d Cp by4Deed BookAreaa- \ �PPfL Parcel 34-OW4 0.0 Ld. Z EXISTING Z � _.. X32 \ - ROOF I I 1 I \ ! I * SIDEWALK BIT. CONC. ELEV.-38.99' o� \ ��o ,�v ./ \ ROOF C-4 \\ }231 REAR WASH. ST. ELEV.-38.72' I 1 J ANGLED `\PARKING PLAN CONC. APRON N i l ( DPDGE STREET COURT 5/ -- N DODGE STREET COURT SHEET NAME: iCc / \ CONC. WALK V.=22.94'/ BIT. CON -_._ -.-- PARKING I C CONIC WN1C -- ._... - -- CONIC WALK SIDEWALK I • � Gl \ � \i I GONG. APRON I —I I ' I \ SHEET N0: DR BY: SSW _ 1 I I CHK BY: WAK PARKING BIT INCONC.T ! _I 0 �0 S^FO I \ 1 I PROJ NO: 2013-107 FEET DATE: 7.10.14 \ i 1 1"= '2 SCALE: 0 _I UTILITY & DRAINAGE NOTES - - - -- -- - 1• THE LOCATION OF AND SIZE OF BURIED UTILITIES ARE TAKEN FROM THE __- "EXISTING CONDITION PLAN" BY NORDE-EAST SURVEY, PLAN DATED DECEMBER 7, 2012. D NORTH 2. THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATION AND SIZE OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME INSIDE OR OUTSIDE OF EXISTING OR PROPOSED BUILDINGS, ON THE SUBJECT PROPERTY, WITHIN THE STREET ROW, OR ON ABUTTING LOTS. 3. CITY OF SALEM MUNICIPAL UTILITIES (WATER, SEWER & DRAIN) ARE NOT PART OF DIG-SAFE. REQUEST FOR MARKINGS CAN BE MADE BY CALLING DIG-SAFE AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO EXCAVATION. STREET OPENING PERMITS SHOULD ALSO BE FILED AT THAT TIME. 4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE AND EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. SOUTH RIVER CONDUIT HI HI RIM=14]9" 5. ALL EXISTING UTILITY SERVICE CONNECTIONS SHALL BE ABANDONED TMN 7MN 7zRIVER coHDU1T TWIN 72^ DIA. PIPES UNLESS NOTED OTHERWISE. THE WATER AND SEWER SERVICES SHALL BE •DIA. PIPES CUT AND CAPPED AT THE MAIN IN THE STREET BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY OF SALEM STANDARDS. THE PROPOSED WASHINGTON STREET GAS, ELECTRIC AND/OR CATV INSTALLATION AND ABANDONMENT OF r \ EXISTING CONNECTIONS SHALL BE COORDINATED BY THE CONTRACTOR WITH THE RESPECTIVE COMPANIES. _E r HYDRA E E E-- -- _f o ° - 6. THE LOCATION OF THE SOUTH RIVER CONDUIT AS SHOWN HAS BEEN -G-------- PROJECT TEAM VERIFIED BY VIDEO INSPECTION OF EXISTING DRAINAGE PERFORMED BY -GNE E �, -a_._- _ -...... MH `� -..`_-... _..___-_.._ RIM=14.64' T.MACKEY AND SONS, INC. ON NOVEMBER 18, 2014 NO ELEV. DATA -G O EE `Q HLRIM=21.08 E� . . -_.-- INV.OUT=17.1'f(R) E 2 CONDUIT CONC. WALK 7. A VIDEO INSPECTION OF THE 42" SEWER SYSTEM WAS PERFORMED BY T. �� ,Bc ESE GRASS MACKEY & SONS, INC. ON NOVEMBER 26, 2014. THIS INSPECTION _E _ - X11 PARK Salem Gateway: VERIFIED THE PREVIOUS ASSUMPTION THAT THE 42" PIPE FROM SMH-4 SMH-2G0" BN HAS BEEN CAPPED. THE SEWER SYSTEM AS SHOWN INCLUDES ALL ` HLRIM-23s1' /E �� f__-. b INFORMATION THAT HAS BEEN COMPILED TO DATE. I.PoM324.2D' \� E la :y65 xF 2 Washington and SMH-4 0 V ' E E E E E-i E� E 115 kVA E E EE -E E ►3+ w EMH ; ) EMH C #55 DMH HLRIM-24.61' rLuc 24. PED► VAULT � o HLRIM=15.00' j RI C pUIT \ TRAFF. ? r N x-Wq 3• GDN m GGNTROLI W 3 0�m Z $L 2 rec PI 6G.2005 Dodge Street v rTpill 2 w \�� 20•CI WATER ?' EMH `-C G - - --- • M W 0 CI SIZE UNKNOWN G-�-G G ... - ca 'a O 11Z•G GIS RAC. va. _ -- j N Infrastructure (q@ Np / E E E #54 PUBLIC PiJ2Klh1;. n' W EXACT 51 q -__-- W �. o� P� W ON W W I na W f0) r 006 IN'CARE A'SEf? -._- - W-- SM -1 8' G SPL UP v) Bi 1, } ^ Cf W _.-. •" W SIN ie 8 CpNCR f LIGH - G Improvements BGAS PL LPW-W 1 2006 14D G�_ INV.dIN=2.56'L/� M- 3. 2' m �,v.a;:,� s G =G�W-`M�� 42^ MA ~ o � yN�W N Salem MA G W� > H66 B'�C '�-LP 2006 ce z �; # ro G / 8 GAS PL 42^ MA •- 7 ®W I < rn TMH 6• GATE 'rti� 35 CITY RE''' VISIBLE 1n C8 E E T T- Cf N W 299 CON .l ., W� � $ PIPE SIZE NOT f „ 1' PLUGf MW E E TI o N 5 FIRE ALeox _- ------ - PROJECT INFO BOX I - -_- ------------------ _ '------ SMH- _ _ `<X / V � HLRIM=20.44' T - PMX2 DMtIP• py B.2 W W £ L.POLE f Y--� PMX2 HLRIM=13.78' 6• ATER W PMX2�r Pr I INV.OUT-8.88' I P /' IN 1 Vg1u r PMA 2~ CONDUIT T 0 N' m , PMX2 �� £ - L / 1N 26• Z 3 IRON Z N ! £LPOLE T T E T RI =13.15 \NNO C RI -13 z i o IRFs I ai �_T T EMH £ T -0 L '^ T T .c 0 O - MH(SILTS A o N a T T o r AE RI 13.37 1 TMH r Z o'u�. .- m i z A w x C`_ I d E £ m 3 X ELEC. PUMPSIN T / K� �RKi, o ° w z m E t STATUS K UNKNOWN E PIPE 1 STORY RETAIL i V) Y kk E �// BUILDING 3,784 sq.ft. Oo r� ` < ® W c V E1Y1H6�E _ FOOTPRINT BY BRICK ® M S w 0 M/� .i wN'N FACADE MW X T- T o W 10 4 i ��s D $ o ww LEGEND o DMH U m cs xt LIGHT POLE STREET SIGN DMH DMH .92' � LOCATED BY sTucco FINISH X„� FIRE HYDRANT HLRIM=27. V ~ � HLRIM- ^ 1 STORY RETAIL BU0.DING p SN. -� CONC. BLOCK CONSTRUCT pa 8,344 sq.ft. FOOTPRINT ' �Np B.° DRILL HOLE IN STONE BOUND FOUND x ° D- PUBLIC DRAIN SERVICE H o%• `w POINT INRIGHT-OF-WAY -S- PUBLIC SEWER SERVICE F O I.RIM-2 / N 3014420.36 MA 2001 M / E 819356.62 o w W= PUBLIC WATER SERVICE UNDERGROUND TELECOMM. LINES El2 FINAL PLAN SUBMISSION 12/11/14 HI.R 51' v COMCAST RISER IN .a -24.5 o° ° n \ r m `A -E UNDERGROUND ELECTRIC LINES try °c�' ��o / P/ o I 2•PLGA 1 PEER REVIEW COMMENTS 10/6/2014 CA- UNDERGROUND CABLE TV & COMM. LINES DRAIN MANHOLE REV DESCRIPTION DATE y o / m i g° MRIM=13.65' OS SEWER MANHOLE 0 TELECOMM. MANHOLE v \ / © ELECTRIC MANHOLE 5 2 .RIM 1T1 b n ,p v / °° �` v ce u w HANDICAP ACCESS RAMP NV. .9'(R RIM- 3.61' m IN NalO.y ml ,I =10. / CB SILTED TO ELEV. m H'''L I 13. 1yc�' o WATER ER VALVE (GATE) s �Rk ®25.8' RIM=27.99' AN AHI. I 613 9 ' h �~� ~ NO PIPES VISIBLE Q 0 }6 N ( ) LAN N 1��1 VP'�RD P I < SM.M-31. - TO BE CLEANED E LPOLE WLo. - 3. 5 GAS VALVE GATE: I) fa+/ / Parcel I.d. 34-0406 OUT /� W�R11 #8-566 E `� WATER SHUT-OFF O q L1Lot Area - 20,766 sq.ft. by _E• H f♦ C I DIRECTION OF FLOW FQ / Deed Book 27814 Pg.498 FM 1 E V 0 Fr"F, / 0.48 acre E� EMH © RIM iNv.IN/our= ■*.**' NOR OUT PIPEINVERT ELEVATION MANHOLE IL APPROVED G +� / E/ #E-z1 SWW ❑ WATER METER / GATE SITE PLAN r* � �!i- 1 R'''Iv E/ y� �o V W EMH � ,- I `qT O 0 #SO ALJ J11 a le� S7MW N. vc OF NOF BOLNT TOP C/ y PpPROX OF HYDRANT FLANGE /E > A.1 YORASALEMNN. . NT El N TAMP: OFW R / / DAVM /E f ° / 1 by Deed Book v G 1 G�� "✓vi / / 34-0404 00.46 Area - G C3 acre V 20,080 ill Parcel I.d. Q AQP' W F G // $ I o o I 141 41 3 o EXISTING 0 WSWW QP UTILITIES •l / N._Y BOLT T6P OFi mRDRMruac roa of � o "' SWV C •/MiREST FLN1aE aF HYDRANT ELEV. W p dTP OFF DATUM ATUMTl1M � W �e Q PLAN _ 7 W__ w W 8•CI W W W 8•p W W W_W W W 3 0 #B- - V CONC. APRON �'R � DODGE STREET COURT 8 CAST IRON WATER LINE 8-CI U J.•F� E V M" N DODGE STREET COURT SHEET NAME: •�' T-- T CA COMCAST CA--1A--CA--CA-CA-1A-CA --CA- CA CA C DMH C� C-A-'T T T T T CA T CA CA CA CA COMCAST CA- C RI T 0 Z �6 r- - -- _.. - ryMRIM-20.00'1 �- tl T T T T �TN�T T TT 7 T T T T O #VER'ZON 4• WATER LINE pd w 1 / G INV.IN-16.01°S INV.OUT-15.90' 611 S 5 _ Q G �_ r W_5 IN- W�I m W HI Rl 4• GAS PL LP 2004 -S C S S S 6 P =' $ S S HLRIM=�4.t�8' le 4- G CI LP 19136•PVC�' o EMH G G INV.IN-9.91• 6^P 8•VC 117 EM-213 4• GAS CI Ur tTSt '- E o Ste, / W E E E E EU E WS•CI WATER / E E E E E EO _E. E E E E E E E -_-__T_ /IQ- - - - E c ; / ~ EMH ZN(o T to H W RIM 8.u1i 7 .Z I SH T-CAST a I.RI 4.�1 N o 3 71111 / U tr� ♦ U 1 I w ® HMRIM 1 4.1 I SHEET NO'. HI.RW=1 85 I ` 1 DR BY: SSW I ( _�.... w N o 30 ` w 4= CHK BY: WAK 0 20 40 / ! 3� PROJ NO: 2013-107 / I IW I 3 3FEET W DATE: 7.10.14 SCALE: V=20' o ,4,. NORTH Design Consultants, SURVEYORSCIVIL ENGINEERS and LAND 120 Middlesex Avenue,Suite 20 Somerville,MA 02145 0. GENERAL NOTES 1. ALL WORK PERFORMED AS PART OF THIS PROJECT SHALL w CONFORM TO THE CITY OF SALEM, DEPT. OF PUBLIC WORKS z J AND ANY OTHER AGENCY WITH AUTHORITY IN THIS AREA. J Q 2. CONTRACTOR TO MAINTAIN WORK AREA IN A CLEAN CONDITION. Cn NO CONSTRUCTION DEBRIS SHALL BE ALLOWED TO ACCUMULATE o WITHIN THE WORKSITE AND NO DIRT, GRAVEL, ETC. SHALL BE U 0- ALLOWED TO ACCUMULATE ON THE PUBLIC RIGHT-OF-WAY. REMOVE EXIST CURB REMOVE EXISTING 3. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY cHAss REMOVE EXIST FOR NEW DRIVEWAY OPENING CONCRETE WALK TREES & SHRUBS & GRASS SAWCUT LINE THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE (TYP) (TYP) CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE -- � RELOCATE EXIST CURB CONTRACTOR'S EXPENSE. FOR NEW DRIVEWAY OPENING PROP WATER MAIN STREET V yASHINOTON REMOVE EXIST REMOVE EXIST � I TREES & SHRUBS PROP GAS MAINS TREES & SHRUBS _ _ ^\ �� _ ��\ PROJECT TEAM (TYP) (TYP) -- _ REMOVE EXISTING I % BITUMINOUS DMH I —_ _ _ — - -_ -- - _ —�_ — - -_ _ — � � _ _��_ — I $ � � �\ � GRASS �`'`� \ _ _- _ - - - _ - - - _ - _ - _ _ - �J � \ � Y CONCRETE NO ELEV. DATA _ . _ _ _ _ _ —� � �., � = - — SalemGateway: CONIC, PAD Y PAVEMENT LIMIT OF 42" _� _ I Washington M=24.61• a.Jn ..:. J J a nd PROP ELECTRIC ABANDONED oi SEWER REMOVAL PROP SEWER MAIN - - - - - - - - RM!24.20' I Dodge Street aH SMH- WUHLRIoaIT I55 RX°WAR` I II REMOVE EXISTING 1 1 Infrastructure REMOVE EXIST BITUMINOUS CONCRETE 1 y� I I I I I ---- REMOVE EXIST CURB �- PAVEMENT & CURB h oD Ii2Vf) J _� ._ UTILITIES AFTER -46� ��. - � G �� - �' 1 I AT ISLAND TO CLOSE OUT I I �_} -\ EXIST DRIVEWAY OPENING ,`y{-," �.... pi�BJC -�.-a--�XAC ZE Ur, RELOCATION(TYP) I I I �\ I Improvements �, oNc. RI; coy::. 1 1 \ REMOVE EXIST CURB � 2'co / w��h` I Y I )Pk` IN BIT. CONC. 12" CI 'WATER �'` I .. FOR NEW DRIVEWAY,� ,, � ' tea-iG'` ' \ I ' 4 � Salem MA OPENING YN,.r' }'`W ' I 4' A I ; A I 3 1 I�.:na I 1 �� / � - I A PROJECT INFO � ITER i _ _ , 1 -66 _ T LINE E ---- - / 6 A L 2 w I G I I \\ S A WC U z, `T TYP 42" MA ENG.^^- _�\ � .EI MONiroRiNG = (TYP) s" GATE GI t E I a WELLS f •-1'J':.. , "' v CONCRETE J ` _g -_IAW0 SAN. CURB L.,`XT I`L \ ' moo. I I FIRE AL.BOX lI I \\ELEC. 1 HFRIM=20.44' _. _.. -=" - ..�_1 LPULE-* GNASS -- L,\ \ \ STN I CONIC. .. I 1 \ BOX .. PMX PMX2 \ ,.,�-}�,.�.. \ GRAN. CURB r---- -- PMX^ r ""I '` M 2P�X`F .\_` I CON,- GRASS _ moi- , o - .2Ac I-- FMX B..! _■I _ — � - I POLE - - I 9 i 811. CONE, / I :I oil GRASS _�'`� .. ---'-----` 'hg�55' BLGAG.1ASd j-' REMOVE EXISTING-' CONCRETE I T ( T Z NCRETE WALK ' PUMPS I s Tus urawo �` E +� / & GRASS '= �i l \ EXCAVATE EXISTING CONC. WALK REMOVE EXIST M,aL. I BITUMINOUS UTILITIES AFTER D}ISOTINGH ii I CONCRETE RELOCATION(TYP) I I BUILDING PAVEMENT DMH � S . � � I �- '��,, - � REMOVE EXISTING D BITUMINOUS CONCRETE i I 2 FINAL PLAN SUBMISSION 12/11/14 Z LL((��/�/ �> / / ; PAVEMENT a 4 .RIMs2 �� / $ I \\`��\\\ I - ______---' I LEGEND 1 PEER REVIEW COMMENTS 10/6/2014 o _1; / REV DESCRIPTION DATE Li l / ` / I `� # LIGHT POLE Li Q� �� 1 SN. STREET SIGN FIRE HYDRANT DH.SB.o DRILL HOLE IN STONE BOUND FOUND V' DRAIN MANHOLE %U d P / PROP BUILDING �i SQ SEWER MANHOLE % FQs�t ,RIM=2° I r7 O 8 TELECOMM. MANHOLE � 9��J;,, s. � ® ELECTRIC MANHOLE �'O / I s, k+\ _� �� Pte' / / DEMOLISH I I HANDICAP ACCESS / RAMP z K�?FNER E W �� 5 �� //\\ TREE Ip EXISTING_ I I Ln 'WATER VALVE (GATE) No14'33 BUILDING I I y GAS VALVE (GATE) jy FGISTE`� cjtiM�31.3 / / �� k I 4& WATER SHUT—OFF FSS) AV - w FS>��R l / REMOVE EXISTING REMOVE EXISTING BITUMINOUS g .✓ � h / .d �\ / / / / / / � II REMOVE EXISTING BITUMINOUS CN CRETE BITUMINOUS CONCRETE PAVEMENT I •,� —\ STAMP CONCRETEX" PAVEMENTS PAVEMENT NI 6�' fN � BOARD . ,., r 3z / S Swv�� ,�/ -/. /.,eaT TOP / 133 \ I I I A PPROVr[ ZO2G' //�7 �� _� �l; Ib: ® - - -- --_- - - s I I Z / I i T'S t SITE PREPARATION/ � PROP / BUILDING — \ / I DEMOLITION % O I SIDEWALK rUo LP PLAN HIGGHHESBOLT GE OF i > ANGLED PARKING z N C ,,� / HYDRANT ELEV._16.6:' CITY OF SALEM DATUM I 1Y 6.C, 8 C. �_ — — — — SHEET NAME: CAST IRON WATER LINE , - Y 9m"' ———-=—- ——————=—T»PrCi/r—.. ii—— -= :-_-E -' Y J . ..I_ TESWLEWC OM. DODGE STREET COURT S \ EXCAVATE EXISTNG 4 STORY A&T.YEUIDNG DODGE STREET COURT BITUMINOUS LTf VERTZON 9Y BRICK FACADE N.FOUNDATION SMTR ER, 14 1 RAL ad. 2VOO4WAELf46 . Eor � EsE B . N .O = -rsCH.LKF C PARKINGEMH 4•cAs PL 1; PAVEMENT/0y a�cnsLci u COC. W /8-217/ BITCONIC CONC NAL, "� +t-— GONC. WALK I w8-q WATER- EMH 25.55' BLDG. Msd. (- -�`, ; .I;I 1 ` — — — — SHEET NO. &P r REMOVE EXIST TREE '° I --- R00.�EV._368' EXCAVATE EXISTING cork. APRON I BITUMINOUS DR BY: SSW CONCRETE REMOVE EXIST REMOVE EXISTING 5 `. i a H CHK BY. WAK RETAINING WALL APRON (J PAVEMENT 0 20 40 CONCRETE m 1 ; 'N II � � � FEET PROJ N0: 2013-107 PARKING LOT -. DATE: 7.10.14 / BIT. CONC. / 1 SCALE: 1"=20' GENERAL NOTES W11-2 1. ALL WORK PERFORMED AS PART OF THIS PROJECT SHALL CONFORM TO THE CITY OF SALEM, DEPT. OF PUBLIC WORKS RECTANGULAR RAPID NORTH AND ANY OTHER AGENCY WITH AUTHORITY IN THIS AREA. FLASHING BEACON W16-7P (RRFB) ,. 2. CONTRACTOR TO MAINTAIN WORK AREA IN A CLEAN CONDITION. Design Consultants, Inc. ,n NO CONSTRUCTION DEBRIS SHALL BE ALLOWED TO ACCUMULATE CIVIL ENGINEERS and LAND S.,URVEYORS WITHIN THE WORKSITE AND NO DIRT, GRAVEL, ETC. SHALL BE REM EXIST CURB _- 120 Middlesex Avenue,Suite 20 Somerville,MA 02145 ALLOWED TO ACCUMULATE ON THE PUBLIC RIGHT-OF-WAY. 617-776-3350p 617-776-7710t 3. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. PROP CURB - , (TYP) 4. A TYPICAL 6' CURB REVEAL SHALL BE MAINTAINED WHERE POSSIBLE. THE CONTRACTOR SHALL IDENTIFY AREAS WHICH REM & RELOATE EXIST CURB RE-USE EXIST CURB CANNOT MAINTAIN 6" OF REVEAL DUE TO EXISTING GRADES ON o STREET 16.00 / FOR NEW OPENING & ADD NEW CURB THE BACK OF THE SIDEWALK. THE CONTRACTOR WILL REVIEW o N WASH �- (IF NECESSARY) THESE AREAS WITH THE ENGINEER PRIOR TO PLACEMENT OF N _ 16.70TC 15.95 - � PROP METERED 16.20BC EX CLOSE OUT CURB. C3 g= o STOP R1-1 EXIST DRIVEWAY PARKING SPACES .40 2190 15.90BC 5. A 1.5% CROSS SLOPE SHALL BE MAINTAINED ON ALL PROPOSED N 1513 SIDEWALKS. TRANSITION AREAS MAY BE NECESSARY TO MEET . C PROP LANDSCAPE EXISTING GRADES. 0 22.30TC PROP SIDEWALK 22.00 21.80BC 00CW PROP 22.70TC ' 1 1 1 1 C TRANSFORMER 1 22.20BC ---� � . � � � � � �- ._ 0 SL 0 PROP LANDSCAPE _ - 1 �p - 19.00 PROJECT TEAM c, _ �� 15.00 20 2 RECTANGULAR RAPID -/ g 2RAPID----/ • } - 3 FLASHING BEACON I M FF=19.50 (RRFB) I ::E • ,. r'yl FYI FF=20.50 FYINr DQ Salem Gateway. FF=21.50 PROP PARKING TS25.7 PARKING • 15 II TC METER (TYP) FF=23.00 METER (TYP) 25.7-.,-x 5.7 W 11-2 15.0 BC Washington n I PROP METERED and / FF=23.00 PROP BIKE RACK 25.7 15.05TC OD _ II PARKING SPACES (TYP) X W16-7P14.65BC I �� _ II 14.25TC PROP SIDEWALK • II 13.95BC FOR NEW SEATING AREA Dodge Street �r t1O PROP BIKE RACK W11-2 _ i Infrastructure N (TYP) TW33.0 � TW33.0 ot � _ BW25.7 m BW25.713.93 W16-7P I � 33.0 15.08 14, Improvements • � 7_ - --- -__-- 15.00 14.58 O ,4.03 Salem , MA 26 `yam NN 0 TC33.0 TS33.0 14.50 TC33.0 TC33.0 --�� 3� BC32.5 33 X.0 15.21 -14.03 RESERVED �• BC32.5 BC32.5 - -- \ PARKING 13.98 PROJECT INFO 13.88 14.00TC 15.11 TC R7-8 14.2013C 13.90TC I 13.85BC omaD TC33.0 RIM=14.10 13.57BC • 27 �� BC32.5 Q TC33 0 1 1 15.21 I W11-2 TC33.0 BC32.5 TC33.0 4 BC32.5 BC32.5 TC33.0 BC32.5 15.11 TC 14.61 BC O / D W16-7P o f / ( ) 7U a ��r'✓ PROP BENCH (TYP) z FF VARIES= TC33.0 0 I PROP CROSSWALK BC32.5 C32.5 -� 28 19.50-32.50 BC32.0 v c oar r" 15.21 -/ � OD 15.11 TC 13.90TC\1 14.61 BC 13.45BC I EXIST CURB LEGEND TO REMAIN # LIGHT POLE FF=15.25 13.9 TC B C 0 SN. STREET SIGN O ,.- DH.SB� FIRE HYDRANT 9 2 FINAL PLAN SUBMISSION 12/11/14 p DRILL HOLE IN STONE BOUND FOUND 1 PEER REVIEW COMMENTS 11/04/2014 '�'p �P CLOSE EXIST 11 O ® DRAIN MANHOLE REV DESCRIPTION DATE CURB CUT 15.21 SO SEWER MANHOLE 15.11 TC A FFA Cly � 14.446C (� I ® ELECTRIC MANHOLE 8 TELECOMM. MANHOLE °P r 30 PROP HANDICAP ACCESS / RAMP TRANSFORMER I TREE WATER VALVE (GATE) GAS VALVE (GATE) n, PROP Yy 1 LOADING_] ZONE D4 WSHUT-OFF O WAYNE A RELOCATE O . FF wsHEDFLOORELEVATION KR CIVILCURB CUT EXIST CURB13.90BC _ TC TOP OF CURB GRADE No.41313 ERADICATE EXIST PARKING STRIPE TO REMAIN BC BOTTOM OF CURB GRADE TO REFLECT REMOVING 15.11 TC 7.7' I SWEL SOLID WHITE EDGE LINE- 6" Fss L E 1 EXIST SPACE OPEN AIR PARKING LEVEL=32.00 14.44BC BWLL BROKEN WHITE LANE LINE- 6" ti -)IA 31.63TC � W11-2 (10 FT LINE, 30 FT SPACE TYP) 1 -I 31.33BC °i UPPER GARAGE LEVEL=23.00 RIM=15.00 TC33.015.21 - ZEA DYCL DOUBLE YELLOW CENTER LINE- 6" (MEET EXIST) / LOWER GARAGE LEVEL=14.00 FRIM=16.75 BC32.5 TC33.0 r STAMP: R;IM=31.80 BC32.5 I I � W16-7P ��,� RIIM=32.05 TC33.0 Q 13.54 �' BC32.5 PROP I �I Z P _ 5 I SPACES 14.60BC --- �• 1 g RIIM-31.85 `L TRASH w �� "� 0» ACCESS TO N ,� STOP PROPOSED CL �� PARKING 14.50 15. 0 �, Cr a. :ir - COURT - -- _ .___r. �:._ - ... - ACCESS TO_ r"�l P ROV E ' , _r : =. LOWER LEVEL - - - _ R1 1 I ' / 4 ACCESS TO PARKING 15.15TC , 1 50 14.94TC 14 �nTc - - o ��' 1� SITE n �`' UPPER LEVEL 14.82BC o 14.42BC 14.00BC ss" 31.80 y STORAGE PARKING G� M \ 7S DODGE STREET COURT � rp. SWEL z .5706.APT ��;�� j �, �� p v �' cn ♦� DODGE STREET COURT PLAN z Pte , o 16.50TC Z / REPLACE EXIST DOUBLE HEAD \ 15.75BC N o 14.50TC / PARKING METER WITH SINGLE HEAD - -1--- R5-1 14.0013C 3 PARKING METER �� SHEET NAME: W RIM=15.10 J 15.00TC - - - - Ul 14.5013C 14.20 CW a / I� ONE WAY o / R1-1 STOPR6-1 (PBS) z 14.20 14.40TC 13.90BC 1 3.85 SHEET NO: 3 / 14.80TC " / W11-2 14.3013C I 13.9013C DR BY: SSW CHK BY: WAK 112 W16-7P 0 20 40 PROD N0: 2013-107 FEET a- DATE: 7.10.14 " SCALE: 1"=20' a I UTILITY & DRAINAGE NOTES LEGEND 2 1. THE LOCATION OF AND SIZE OF BURIED UTILITIES ARE TAKEN FROM THE "EXISTING CONDITION PLAN" BY NORDE-EAST SURVEY, PLAN DATED R LIGHT POLE DECEMBER 7, 2012. SN. STREET SIGN NORTH FIRE HYDRANT DH.SB.a SMH 2. THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATION AND FND. DRILL HOLE IN STONE BOUND FOUND RIM=15.60 D- PUBLIC DRAIN SERVICE ••' SIZE OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME INSIDE OR INV(IN)=2.80 - , OUTSIDE OF EXISTING OR PROPOSED BUILDINGS, ON THE SUBJECT s- PUBLIC SEWER SERVICE OUT INV =2.80 PROPERTY, WITHIN THE STREET ROW, OR ON ABUTTING LOTS. W- PUBLIC WATER SERVICE ( ) CIVIL ENGINEERS and LAND SURVEYORS T- UNDERGROUND TELECOMM. LINES RELOCATE EXIST HYD120 Middlesex Avenue,Suite 20 -E UNDERGROUND ELECTRIC LINES OR NEW HYD (AT NEW LOCATION) Somerville,MA 02145 3. CITY OF SALEM MUNICIPAL UTILITIES (WATER, SEWER & DRAIN) ARE NOT CA- UNDERGROUND CABLE TV & COMM. LINES �• PART OF DIG-SAFE. REQUEST FOR MARKINGS CAN BE MADE BY ® DRAIN MANHOLE -- CALLING DIG-SAFE AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO O SEWER MANHOLE EXCAVATION. STREET OPENING PERMITS SHOULD ALSO BE FILED AT 8 TELECOMM. MANHOLE THAT TIME. ® ELECTRIC MANHOLE HANDICAP ACCESS / RAMP 40 LF-42" TREE 4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ARE TWATER VALVE (GATE) S=0.005 APPROXIMATE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE - OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL FIELD VERIFY pd GAS VALVE (GATE) DMH THE SIZE AND EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE WATER SHUT-OFF 42 LF-42" RIM=15.10 DIRECTION OF FLOW S=0.005 COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY _ MANHOLE RIM ELEVATION SMH _ _ INV=4.30 RIM - RIM=17.00AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S INV.IN/OUT= IN OR OUT PIPE INVERT ELEVATION CONNECT ELECTRIC CONDUIT FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL SWW ❑ WATER METER / GATE INV(IN)=2.90 _- -- UNDERGROUND UTILITIES. EXIST SMH WASHINGTON STREET INV(OUT)=2.90 _ TO EXIST EMH RIM=23.50(EX) _ 5. ALL EXISTING UTILITY SERVICE CONNECTIONS SHALL BE ABANDONED INV(IN)=3.82 INV-5.40 UNLESS NOTED OTHERWISE. THE WATER AND SEWER SERVICES SHALL BE INV(OUT)=3.81 CUT AND CAPPED AT THE MAIN IN THE STREET BY THE CONTRACTOR IN PROP EXIST VAULT ACCORDANCE WITH THE CITY OF SALEM STANDARDS. THE PROPOSED EMH - o RIM=24.00(EX) GAS, ELECTRIC AND/OR CATV INSTALLATION AND ABANDONMENT OF -� _ - _ - PROP TRANSFORMER FOR EXISTING CONNECTIONS SHALL BE COORDINATED BY THE CONTRACTOR INV(IN)=3.34(EX) Y-- -- -E_ - -1 S NORTH BUILDING WITH THE RESPECTIVE COMPANIES. INV(IN)=3.66(EX) - - - - - - - - - - INV(OUT)=3.34 - - - -r _ - - - - - _ �� / PROJECT TEAM 6. FINAL DEMARCATION POINTS FOR GAS, ELECTRIC, TELEPHONE, AND - _-_-__ - - - - _ - �- " r-- - - - - - T SM COMMUNICATION SERVICE ENTRANCES ARE SUBJECT TO APPROVALS OF RIM=E24S20(EX) -� I I - EACH PROVIDER. © W `t INV(OUT)=3.67 INV=17.201 - - - -_- I I 1 TEE (TYP) 7. ALL UTILITIES SHOWN ON THIS SITE ARE TO THE EXTERIOR OF THE L �c ACTUAL SIZE TO BE BUILDING FOUNDATION ONLY. UTILITIES THROUGH THE FOUNDATION AND L �,40 � 1 L231 LF-42" o t(D DETERMINE AT FIELD Salem Gateway: INSIDE THE BUILDING ARE THE RESPONSIBILITY OF THE MECHANICAL °� ROOF DRAIN�GE S 0.0019 PROP 20" WATER GATE ENGINEER. SEE MECHANICAL ENGINEERING PLANS. / \-INV F DR I _ 2LF 6 CPE -jI20LF 6"CPE = X11 LF 6 PVC S=0.050 CONNECT TO EXIST Washington and 8. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND RECORDING THE �I / S=0.020 I S=0.020 INFILTRATION ROOF DRAINAGE_ �D i /� 12" WATER WITH EXACT LOCATION OF ALL PROPOSED UTILITY CONNECTIONS. / I AREA INV-12.20 -� REDUCER COUPLING / � ,_ 18LF 12' CPE 9. NEW WATER SERVICES MUST BE LEFT SHUT OFF AT THE MAIN ON THE 1 INV-16.00 DMH _ AND BEND Dodge Street STREET UNTIL ACTIVATED BY CITY OF SALEM. // / I RIM=15.60 S s S-0.020 Infrastructure SMH / � I INV=12.10 RIM=15.40 10. A DYE TEST SHALL BE PERFORMED PRIOR TO THE ISSUANCE OF AN OCCUPANCY PERMIT. i ---- INV=2.90 I I INV(IN)=2.60 CONNECT NEW 20" MAIN TO INV(OUT)=2.60(EX) ---= Improvements 11. THE CONTRACTOR SHALL SUPPLY ALL PIPING FOR THE UTILITY SERVICES �/ I 13LF 12"PVC EXIST 12" MAIN WITH TS&V AND SHALL SUPPLY ALL ASSOCIATED APPURTENANCES, FITTING AND w S=0.023 VALVES UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL PERFORM I i p Salem , MA ALL WET AND DRY TAPS AS PART OF HIS/HER CONTRACT. NEW 48LF 18"CPE I 12. ALL PLUMBING FIXTURES BELOW THE LEVEL OF THE RIM OF THE SEWER CON ECT EL CONDUIT / S=0.020 PROJECT INFO MANHOLE SERVICING THE FIXTURE(S) SHALL BE CONSIDERED AS BEING TO TMH _BRIM=13.43(EX) SUBJECT TO BACKFLOW AND SHALL BE SUPPLIED WITH BACKWATER ❑ I ROOF DRAINAGE ) `\ INV(IN,CB)=9.65(EX) VALVES. J I I INV=10.4217LF 12' PES INV(IN,DMH)=5.40 13. CITY OF SALEM RESERVES THE RIGHT TO INSPECT ALL FACILITIES I J INV(IN,TD)=9.90 DISCHARGING TO THE CITY OF SALEM DRAIN AND SEWER SYSTEMS. �' I 26LF 6"CPE S=0.020 I INV(IN.RD)=9.90 Y 1 S=0.020 / i I INV(OUT)=5.30 14. PRIOR TO CONSTRUCTION OF NEW SANITARY SEWER, STORM DRAIN LINES I CB AND MANHOLES, CONTRACTOR TO PERFORM TEST PITS AT LOCATIONS OF INV=24.40 UjRIM=14.0087LF 18"CPE EXISTING LATERAL CONNECTIONS FOR SANITARY SEWER AND STORM 35LF 12"CPE / I INV=10.50 -S=0.007 DRAINS TO CONFIRM INVERTS OF LATERALS. .ANY DISCREPANCIES ARE L=0.017 ( PROPOSED EMH FOR RELOCATED TO BE REPORTED TO THE ENGINEER IMMEDIATELY. o I TRANSFORMERS 1®' °-1�®� I 15. THE RESPONSIBILITY OF OWNERSHIP AND MAINTENANCE OF THE SEWER, ® \ 1 WATER, AND DRAIN CONNECTIONS ON PRIVATE PROPERTY AND/OR � o PRIVATE AND PUBLIC WAYS SHALL REMAIN THAT OF THE OWNER. c� PROPOSED EMH F� ONCE THE CONDOMINIUM ASSOCIATION IS IN PLACE, THE RESPONSIBILITY D CONNECT ELEC \ FOR MAINTENANCE SHALL BE THAT OF THE ASSOCIATION. 0� ' ° CONDUIT TO NEW EMH \\ WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED 4PC.e y� (� � \ I PLANN, I� � C-,, r , , WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTIILITY SHALL BE c ' �� ROOF ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND Cj� DRAINAGE �F.\ I I s .�, _ �� 2 FINAL PLAN SUBMISSION 12/11/14 THE INFORMATION SHALL FURNISH TO THE ENGINEER FOR RESOLUTION �P NV 25.15 ❑ �'~ f �' ,� 1 PEER REVIEW COMMENTS 11/042014 V) OF THE CONFLICT. j \ I ❑ ROOF F 7LF 6 CPE \ DRAINAGE D ��'T' � A REV DESCRIPTION DATE 16. TRENCH AREAS FOR THE CONSTRUCTION OF THE UNDERGROUND UTILITIES S=0.021 INV=10.88 �'-�`i o ARE TO BE REPATCHED WITH SAME MATERIAL AT THE SAME DEPTH AS <� DMH 0. THE EXISTING MATERIAL. THE AREAS OF TRENCHING SHALL BE NEATLY RIM=28.30 19LF 6"CPE RIM=13.3(EX) SAW-CUT AND THE NEW REPATCHING MATERIAL SHALL BE PROPERLY o INV=25.00 ❑ S-0.020 I INV(IN,CB)-10.43(EX) ��lr, SEALED IN ACCORDANCE WITH THE TOWN OF NEEDHAM MUNICIPAL 4 INV(IN,DMH)-6.181 EX) STANDARDS. \ 82LF 12"CPE - s9� PROP TRANSFORMER AT S=0.043 LEVEL 1 FOR SOUTH/WEST o O INV(IN.RD)=10.50 �� WAYNF A. RELOCATE EXIST HYD BUILDINGS INV(OUT)=6.08 v KCVILR 17. DURING EXCAVATION AND CONSTRUCTION OF PIPES AND STRUCTURES, OR NEW HYD No.41313 1 w TRENCHES MUST BE ADEQUATELY BRACED AND PROTECTED AGAINST cn Z CAVE-IN. (AT NEW LOCATION) o CB y I A o ' j RIM=31.80 �'`, `, 11LF 12"CPE I 90LF 18"CPE � Fpcls. 18. NO TRENCHES ARE ALLOWED TO REMAIN OPEN OVERNIGHT. DMH INV=28.80 :®� ° ®' S-0.027 ti S=0.005 ALL TRENCHES SHALL BE BACKFILLED AT THE END OF THE WORK DAY RIM-31.60 ) �ti•��l'� OR COVERED WITH STEEL PLATES PER 520 CMR 14.00 EXCAVATION AND INV-28.55 ° ' /�/ o TRENCH DRAIN RIM=14.33(EX) 8LF 12 CPE W TRENCH SAFETY. IF STEEL PLATES ARE USED, THE TOTAL LENGTH OF oy S-0.019 RIM=14.50 CUT EXIST WATER LINE INV(IN,CB)=10.80 / ° FLOOR DRAINS PROTECT EXIST V=13.50 CONNECT TO HYD INV(IN,DMH)=6.72(EX) STAMP: S PLATES IN THE TRAVELED WAY SHALL LIMITED TO 50' J� STC-2 INV IN.DMH 9.10 8 6LF 12"CPE , RIM=32.00 FROM LOWER HYD I ( )_ S-0.017 INV=32. ENTRANCE LEVEL CONNECTION TO OPEN AIR I INV(OUT)=6.62 PIPE MATERIALS: 8LF 12"CPE INV=16.85 \\ / PARKING AREA DRINAGE S=0.019 14LF 12"CPEDOMESTIC WATER SERVICEH DUCTILE a PROPOSED 3. S=0.020 CLASS CB FIRE SERVICE: 6 INCH DUCTILE IRON CEMENT LINED (DICL) CLASS 52 \�/ // RIM=31.80 N ' �15LF 12"CPE INV=28.80 \ 1 S=0 090 UTILITIES " - - - - OIL/WATER SEPARATOR , J o WATER MAIN: 12 INCH DUCTILE IRON CEMENT LINED (DICL) CLASS 52 meq' ::,. RIM=19.70 s ° D--' ° D W 4STORY 9ieoW, c. INV(IN)=16.57 �� 20LF 12"CPE �-- PLAN aY rAc�� cauc.F:, . , �115LF 12 CPE DODGE STREET COURT ALL WATER LINES SHALL HAVE A MINIMUM OF FIVE (5) FEET OF COVER , INV(OUT)=16.24 DODGE STREET CO T S=0.020 % / m,4,. - S=0.021 SEWER: 42 INCH RCP MAIN (MINIMUM SLOPE= 0.010) / T '0°0 ' b 12LF 12"CPE 8 INCH PVC SERVICE TO BLDG (MINIMUM SLOPE= 0.020) - "' _` �_ - S=0.020 - - - - - - SHEET NAME: ALL ASTM D3034-SDR 35 "" - --- --- z STC-1 ----------- --- -- ----------- --• --- ------- / ,y INV=16.00 DMH STORM DRAIN: 8 INCH PVC ASTM D3034-SDR 35 � RIM=16.50 (UNLESS OTHERWISE NOTED) / INV(IN)=13.00 RI 15.15 jeINV(OUT)=13.00 INV(DMH)=12.15 CB CB MINIMUM SLOPE= 0.010 �s INV(TD)=12.15 RIM=14.20 CB RIM=15.00 INV(CB)=11.70 INV=11.20 I RIM-13.85 ROOF DRAIN: 6 INCH PVC ASTM D3034-SDR 35 23LF 12"CPE INV=12.00 INV=10.85 `' INV(OUT)=11.50 S=0.037 (UNLESS OTHERWISE NOTED) j" 13LF 12"CPE MINIMUM SLOPE= 0.020 ! S=0.020(MIN.) SHEET NO: MINIMUM COVER= 2' j DR BY: SSW � 0 20 40 CHK BY: WAK'I I PROJ N0: 2013-107 FEET DATE: 7.10.14 SCALE: V=20' `_�_.____ R8-3 12' 17. 2' 16' ~`' 2OF WORK M4-14 � STA 71 + 22-00.oo Z l•L1 3014618.811 NORTH IN 819155.41 .: M4-6 Design Consultants, Inq D 11-1 CIVIL ENGINEERS and LAND SURVEYORS 120 Middlesex Avenue,Suite 26 -- - Somerville,MA 02145 6.1.7-776-3350p 617-776-7710f. J MATCH EXISTING ---�_ PAVEMENT MARKINGS o _ _ — 9CZ 1 R3-8b --- R3-8 D8-1—1 ! .� ' -r-- R8-3 f L S[1, EM FERRY TO BOSTON" j '.:�►°' '' Pr +92.73 6� R , RID-1 7a --- /,/ 40 MA -- -- - _ o R7-1LR R `-8b R3-8b CSN i P4CW P5 !! P6 V3 R3 p vj 0 4 , - /� � .. D3—24 -—_ - —_ — —: r' -7 K 11 P�3 ~'- SWLL. -- 0 11 �'- �`' S%-L 3-Sb 72 1-1 J �! R4-7_J 11 a g --D6-3 R3- - �- "---- rll "c42(9 1 �'"`, jYE1 71 ~` PROJECT TEAM V1 ! U �=' 314.5 R1 _� o g 11 R2-1 4' 45" - 11 P9 _ -- STREET PROP SHARED CC v /--R10 12 R4-7 lI " _ _ "� LANE C SYEL R3-8b �? W_--__ �. Salem Gateway. � MARKING TYP � � ) 2 � . .�:. . . � -4 p -1- +24.18 . _` 413 69 p = - (ROUT ::1"99-50' Q 6-4 N --- PROP METERED Washington and R&R y ::. . . . . . r v PREP CQNFJRMATION� PARKING SPACES -- Q » . . .. STROBE T Dodge Street _PWG2'x6') Infrastructure - !1 - R3 7LP2 /--R4-7 ll_ R� �? SWE� - -- R�jR — — _ _ DWGL (2'x6') _ - - 11 _ Improvements !1 D6- 2 — RIO—E12-7 R8— D8-2 _ �11 - I - I Salem, MA PI R4 _ ... , V4 - -_. — -- PRQP TS �� LA I PROJECTINFO \ 0' Mq 11 P13 CY1/PXo��r `f,�o', / `\ 1 "�` 1'2 I I ` - r: . P14 W/CONCRETE PAD II RIO-173 WHI I t .CHEVRON� ' CROSSHATCH MARKING _ OD II @ 5' SPACING PROF, SERVICE CONNECT; Il �.'. R3- \ - NEAREST ELECTRIC T o C A � r A, D3-21 (CONTRACTOR TO LOCATE.. 1 '8 1 --- — T O 4 i 2 FINAL SITE PLAN 12/11/14 a / 1 PEER REVIEW COMMENTS 10/6/2014 Z ' a f I REV DESCRIPTION DATE I LEGEND LIGHT POLE \ A rY � w SN. STREET SIGN o ' y RET �3� _ FIRE HYDRANT U C� 3 ,..'"1 ' DH.SB.o DRILL HOLE IN STONE BOUND FOUND k� \ � l ® ® DRAIN MANHOLE �3i�� OF M J o �./ I pYNE AJ GP `) --- a W SQ SEWER MANHOLE 9C! ® ( O TELECOMM. MANHOLE K�EFNER ;' MATCH EXISTING I ® ELECTRIC MANHOLE % PAVEMENT MARKING. — �. HANDICAP ACCESS / RA?I v No.41313 Li �` z , TREE F� 1 z —1 L WATER VALVE (GATE) F5'Si GAS VALVE (GATE) 3 Q 'gyp WATER SHUT—OFF V j SWEL SOLID WHITE EDGE LINE— 6" BWLL BROKEN WHITE LANE LINE— 6" ov„ ✓ i ( (10 FT LINE, 30 FT SPACE TYP) STAMP: 0 2c5� O DYCL DOUBLE YELLOW CENTER LINE— 6” ti0 '' Z Ln \, r AECOM I 111�, \ �.. `RAJ, INTERSECTION ° SIITE: �P� PLAN U O a- 0 0 ED EDSHEET NAME: ' I I JIPIAX2 LIPOLL i � ■ Yy A/`v SHEET N0: DR BY: SSW CHK BY: WAK ® ® DODGE STREET COURT DODGE STREET COURT 0 20 40 ♦ PROJ NO: 2013-107 FACrt1 LT.dJI',➢INC BY 4 STORY.'L'8R!b( Cd.VG,t(xJhvATi:n - ,r - FEET DATE: 7.10.14 7 / 3 SCALE: _1_"=20' Z NORTH CIVIL ENGINEERS and L I_ D SURVEYO i,u Suite 20 40.0' ROW — ,. J Somerville, MA 02145 H�NGTON617-776-3350p 617-776-7710f STREET8.2' WAS 7.3' PARALLEL 11.8' SHARED LANE PARALLEL 5.8' SIDEWALK PARKING (EAST-WEST BOUND) PARKING SIDEWALK z 1 VCURB ( PARKING i r LOT EXIST CURB TO REMAIN TO REMAIN SECTION C-C PROJECT TEAM DODGE ST EXISTING SCALE: VEORT: 11' 55' Salem Gateway: Washington and Dodge Street I 40.0' ROW Infrastructure I 8.3 Improvements 10..3' LANE 10.3' LANE PARALLEL 5.8' 16.2' (WESTBOUND) (EASTBOUND) PARKING SIDEWALK Salem , MA — LOADING ARA c� z PROJECTINFO C I C o J_ [(F m Uj PARKING I LOT 38 SECTION B-B DODGE ST EXISTING 2 FINAL PLAN SUBMISSION 12/11/14 F SCALE: HORIZ: 1"=5' N1 PEER REVIEW COMMENTS 10/6/2014 VERT: 1"=5' REV DESCRIPTION DATE V) ZB B J ID dB L: v Y n Z sem ;. jt z V0 0 _ WAYN A � z v No A1313 � � 3 Rfcis ` a� I 30.0' ROW J / 8 5.4' PARALLEL 8.5' LANE 8.5' LANE I 4' SIDEWALK PARKING (NORTHBOUND) (SOUTHBOUND) 20' ANGLED SIDEWALK STAMP: MIN 0 N DODGE STREET COURT PARKING z Z DODGE STREET COURT V 3 --- — m i a. ___ ._________�____, _ _ —- Z NORTH bl L B� v 40.0' ROW .. STREET -- WASHIN6TON 8.1' �. . 8.0' 7 3' 10.0' LANE 10.0' LANE PARALLEL PROP SIDEWALK (WESTBOUND) (EASTBOUND) PARKING SIDEWALK PROP LANDSCAPE CW CROP SIDEWALK z --- z_ SL PROP LANDSCAPE m M i FT I I 1j] o --- SITE, PLAT II EXIST CURB EXIST CURB II TO REMAIN TO REMAIN o = II SECTION C-C I I PROJECT TEAM ii DODGE ST PROPOSED - -- -- SCALE: HORIZ: 1"=10' VERT: 1 =10 Salem Gateway: — - ---- Washington and Dodge W W 40.0' ROW Infrastructure I W 4 U g` 5.0' STRIPED 8.3' 5.7' Improvements 11.2' PEDESTRIAN 10.3' LANE 10.3' LANE BUS/ PROP LOADING AREA I PATH (WESTEBOUND) (EASTBOUND) DROPOFF SIDEWALK Salem MA I � f � z z --- o PROJECT INFO C C D m m a_ 0 57< W EXIST CURB F I TO REMAIN EXIST CURB Ln TO REMAIN i SECTION B-B EXIST CURB DODGE ST TO REMAIN PROPOSED z O 2 FINAL PLAN SUBMISSION 12/11/14 F I SCALE: HORIZ: 1"=5' C/) VERT: 1"=5' 1 PEER REVIEW COMMENTS 10/6/2014 N REV DESCRIPTION DATE Z CL B 7.7' m B B u A U n O_ I Z ® � I I z WE�`A Ul � � K CIV11R 41313 �- v yr J,. TO — — — 30.0 ROW — EVEL 8'� — — 12.0' LANE o g NG � � `� I NE WAY' 5.4' PARALLEL PSOUTOP OBOUND) BUF5.OER I SID WALK STAMP: SWEL SIDEWALK PARKING ( 20' ANGLED N r ♦� DODGE STREET COURT PARKING z 0 DODGE STREET COURT c� En D r I ' 4' HIGH I i ® I o o __•, cn PLANS & C14 wM0s FENCE Li o A o SECTIONS PR M 0 A—Aa 13.13 , C-C N .—_._ I a i I I I I n II J L SHEET NAME: SECTION A-A I DODGE ST COURT I I PROPOSED I SCALE: HORIZ: I"=5' � VERT: 1"=5' PLAN VIEW SHEET NO: PROPOSED DR BY- SSW SCALE: HORIZ: 1 "= 20' CHK BY: WAK VERT: NONE PROJ N0: 2013-107 DATE: 7.10.14 SCALE. 1"=20' (Plan View) Z NORTH Design Consultants, SURVEYORSCIVIL ENGINEERS and LAND Middlesex120 Somerville,MA 02145 0. D AP[ ..- U PROJECT TEAM Salem Gateway: ' Washington and WASHINGTON STREET " � --- Dodge Street WASHINGTON STREET Infrastructure _ — " ----� — � � o ! PROP L -- -- ROP Improvements _ CW s. _ _ .__--_ ,,J_ Salem , MA . i - — — — SL PROP L _ _ _ _ • ' — PROJECT INFO i I D LJr II / II / II D II � 0 PLAN VIEW AV � _ - _ I EXISTING - 7 - -T - SCALE: HORIZ: 1 "= 20' 2 FINAL PLAN SUBMISSION 12/11/14 N F VERT: NONE PLAN VIEW 1 PEER REVIEW COMMENTS 10/6/2014 W N REV DESCRIPTION DATE N PROPOSED Z SCALE: HORIZ: 1 "= 20" VERT: NONE 0 M �y� i �N OF Mq J4 ' WW Z �C/ G, 11, i KEEF NER �IVI� 1 �1� Na.A1313 Q N w 0 O S STAMP: N O 10.0' 8.0' 6.0' 10.0' 9.0' 5.9' 4.0' 12.0' LANE 12.0' LANE 12.0' LANE GRASSED 12.3' LANE 12.3' LANE 12.3' LANE 4.5' 6.0' 5.9' 4.0' PARKING SHOULDER 12.0' LANE 12.0' LANE 2 0. GRASSED 12.3' LANE 12.3' LANE 12.3' LANE 4.5' 6.0' N GRASS SIDEWALK RAS 2 0 (NORTHBOUND) (NORTHBOUND) (NORTHBOUND) 2'0 ISLAND (SOUTHBOUND) (SOUTHBOUND) (SOUTHBOUND) GRASS SIDEWALK 15.8' PROP LANDSCAPE SIDEWALKGRASS LANE (NORTHBOUND) (NORTHBOUND) ISLAND (SOUTHBOUND) (SOUTHBOUND) (SOUTHBOUND) GRASS SIDEWALK 3 c� Z 6' HIGH 0 6' HIGH WALL o WALLm _ PLAN ® , PARKING o o Li _ SECTIONS M - SECTION D-D EX PR - SE DD SECTION O WASHINGTON ST WASHINGTON ST EXISTING PROPOSED SCALE: HORIZ: 1"=10' SCALE: HORIZ: 1"=10' SHEET NAME: VERT: 1"=10' VERT: 1"=10' ■ SHEET NO: DR BY: SSW CHK BY: WAK PROJ N0: 2013-107 DATE: 7.10.14 SCALE: 1"=20' (Plan View) Z / NORTH Design • CIVIL ENGINEERS and LAND SURVEYORS 120 Middlesex Avenue.Suite 20 Somerville,MA 02145 / 0. 617-776-77101 / / �L' w PROJECT TEAM Salem Gateway: Washington and Dodge Street E� / / Infrastructure / Improvements / Salem , MA PROJECTINFO E / / / / 3 2 FINAL PLAN SUBMISSION 12/11/14 0 V) 0 1 PEER REVIEW COMMENTS 10/6/2014 N / REV DESCRIPTION DATE 05 z PLAN 'VIEW J d EXISTING T SCALE: HORIZ: 1 "= 20' �! 9 VERT: NONE wt g KEEF N , IL 1 CIVIL z ' No.41313 RfG STE�`��1` Li STAMP: 0 10.0' 10.0' BREAKD(0WN LANE 11.0' LANE 11.0' LANE PARKING LANE 3 SIDEWALK GRASS ON WEST SIDE (WEST BOUND) (EAST BOUND) (EAST & WEST SIDE) 10.0' PARKING LANE PLAN N ON EAST SIDE u W SECTION 0 Cq M EXIST E-E a PARKING � �1 � � o � � � POND ST DoT SHEET N ■ SECTION E-E WASHINGTON ST SHEET NO: EXISTING DR BY: SSW CHK BY: WAK SCALE: HORIZ: 1"=5' VERT: 1"=5' PROJ N0: 2013-107 DATE: 7.10.14 SCALE: 1"=20' (Plan View) Z NORTH Design Consultants, IncJ• , .- o = 120 Middlesex Avenue,Suite 20 2145 azy • 0., L..AISI N I N G BOARD A f C)VED SITE PLAN 0� PROJECT TEAM a Salem Gateway: Washington and 041 Dodge Street E Infrastructure • Improvements Salem , MA PROJECT INFO E P� Q ,tP / / -ERADICATE EXIST PARKING STRIPE / TO REFLECT REMOVING 1 EXIST SPACE 3 2 FINAL PLAN SUBMISSION 12/11/14 0 z F / 1 PEER REVIEW COMMENTS 10/6/2014 N REV DESCRIPTION DATE 46 U) PLAN VIEW J a PROPOSED U SCALE: HORIZ: 1 "= 20' VERT: NONE NPI )F MAS _ z W or WAYNE - A. ZCIVlL `n! No.4131 p vil �,J 0 WEST BOUND EAST BOUND STAMP: 0 N 12 0' 10.0' LEFT TURN LANE 11.0' THRU LANE 3 PROP DRIVEWAY 10.0' PARKING LANE 11.0 THRU LANE ON WEST SIDE ON WEST SIDE ON WEST SIDE 11.0' THRU LANE 10.0' BREAKDOWN & PLAN s & EAST SIDE ON EAST SIDE PARKING LANE ON N U W EAST SIDE SECTION 'o PROP E-E - POND ST SHEET NAME: ■ SECTION E-E WASHINGTON ST SHEET NO DR BY: SSW PROPOSED CHK BY: WAK SCALE: HORIZ: 1"=5' VERT: 1"=5' PROJ N0: 2013-107 DATE: 7.10.14 SCALE: 1"=20' (Plan View) PROP. GRANITE BACK OF SIDEWALK BACK OF SIDEWALKCURB TYPE VA-4 "LEVEL LANDING" WITH 0'-6" 6" REVEAL (TYP.) �A DETECTABLE WARNING PANEL (SEE E 107.6.5R) PROP. BIT. CONC. (MIN.) SIDEWAt_K 1.5%* SLOPE FOR DRAINAGE TOP COURSE FINISHED GRADE a — --- "LEVEL LANDING" ''� FINISHED GRADE � ----- NORTH SIDEWALK 1.5%* SLOPE FOR a LEVEL* LEVEL*_ * DRAINAGE 4. -6 esi• • t? ��o �� • � _ (MIN. CIVIL ENGINEERSand LAND SURVEYORS O120 Middiesex Avenue,Suite 20 * r1VO O O DETECTABLESornervifle,MA 02145 � a 0 O O O O O O WARNING PANEL 617-776-3350p 617-776-7710f Sg*�� 0 0 0 0 0 0 0 0 (SEE E 107.6.5R) * HIGH EARLY STRENGTH C° Z �o O O O O O O CEMENT CONCRETE o GRAVEL BORROW HSL 7.5%* °00°°00° DETECTABLE 00000000°°0° HIGH SID NOTES: %* °0°0°000° 0 0 WARKING PANEL E TRANSITION 5 —0� ED�EgNITE CURB * HIGH EARLY STRENGTH CONCRETE BASE COURSE SHALL BE HS n0,000 ° ° ROADIgigY DOW, MIN. 6'_g OF ROADWAY INCLUDED IN THE LINEAR FOOT PRICE OF GRANITE CURB. L L ADE � LOW 6" CURB REVEAL PLANNING �� ' SIDE TRANSITION BOARD HIGH SIDE 5 _O»MIN GRANITE cuRe LIMITS OF ,� GRANITE CURB TRANSITION 6�-6" EDGE OF CEMENT CONC ¢ d. : ROAD LOIN TRA ROADWAY LEGEND: RETE RAMP NOT TO SCALE �� SIDE NSI TION �� -. _ WAY DOWNGRADE A 6 INCH REVEAL (TYP) HSL = HIGH SIDE TRANSITION LENGTH T,... PLAN LIMITSPLAIN CEMENT CONCRETE (SEE E 107.9.OR) NOTE: HANDICAP GRAPHIC SYMBOL �R7-8 SIGN OF CEMENT CONC W = SIDEWALK WIDTH ROADWAY, GUTTER, AND FIRST 6" (PAINTED WHITE) TO BE RETE RAMP OF SIDEWALK TO BE ADJUSTED We = CURB WIDTH CENTERED IN SPACE � FOR FIELD CONDITIONS CC = CEMENT CONCRETE DETECTABLE PROJECT TEAM WARNING PANEL LEGEND: W=SIDEWALK WIDTH * = TOLERANCE FOR CONSTRUCTION t0.5% (SEE E 107.6.5R) 2'-0" (TYP) —� ROADWAY HSL = HIGH SIDE FRONT TRANSITION LENGTH 4'-0"MIN W1=RAMP LENGTH USABLE SIDEWALK WIDTH PER AAB = W—Wc CC=4" 1.5%* USABLE SIDEWALK WIDTH PER AAB IS NOT TO SIDEWALK 4" WIDE PAINTED W = SIDEWALK WIDTH DETECTABLE BE LESS THAN 4'-0" FOUNDATION WHITE LINES (TYP) WARNING PANEL SEE E 107.6.5R FOR DETAILS OF DETECTABLE 8 0 Salem Gateway. We = CURB WIDTH CC=4 7.5%* (SEE E 107.6.5) WARNING PANEL SECTION A-A 1.5%*i -' ROADWAY Washington and CC = CEMENT CONCRETE SIDE ALK WHEELCHAIR RAMP ON NARROW SIDEWALK FOUNDATION Dodge Street* = TOLERANCE FOR CONSTRUCTION f0.5% g" WITH DETECTABLE WARNING PANELSECTION A-A NOT TO SCALE USABLE SIDEWALK WIDTH PER AAB = W—Wc RAMP LENGTH, W1 = W-4'-0"MIN STANDARD 9 I ARD HANDICAP 8'-0"(MIN) Infrastructure PARKING STALL PARKING STALL CEMENT CONCRETE WHEELCHAIR RAMPS Improvements GREATER THAN 12'-4" SIDEWALK NOTE:1. ALL PAINT SHALL BE FAST DRYING WHITE TRAFFIC PAINT, MEETING NOT TO SCALE Salem MA THE REQUIREMENTS OF AASHTO M248—TYPE N. PAINT SHALL BE APPLIED AS SPECIFIED BY MANUFACTURER. PROJECT INFO 2. SYMBOLS & PARKING STALLS SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WITH DISABILITIES ACT. 4" CONCRETE AT SIDEWALK JNIV P-5 SQUARE STEEL SIGN 6" CONCRETE AT DRIVEWAY 0W,,-"'POST— 1 3/4" x 1 3/4", PARKING STALL STRIPING BROOM FINISH PERPENDICULAR TO oPAINTED GREEN (STANDARD & HANDICAP SPACES) GROUND 0 DIRECTION OF WALK SURFACE 0 0 2„ NOT TO SCALE 6" GRAVEL BORROW 0 o 0 --- ° — COLOR POST SIZE UNIT AREA IN SIZE OF SIGN 0 2 —0 � (CATION 1 TEXT OF SIGNS AND AREA DHESIGN ANCHOR SLEEVEZ o NUMBER WIDTH CH HEIGHT BACK— NUMBER z SQUARE STFANDARD REQUIRED LEGEND BORDER FT FEET AFPPLIES ° (INCH) (INCH) GROUND REQUIRED ( ) 2 Y4" X 2 Y4" o 0 / 2 FINAL PLAN SUBMISSION 12/11/14 ° R1-1 30 30 STOP TBD RED WHITE WHITE P-5 6.25 TBD 2009 1 PEER REVIEW COMMENTS 10/6/2014 4'-0" o HOLE DIAMETER 7/16" (x) MUTCD REV DESCRIPTION DATE COMPACTED SUBGRADE 0 8'-0" I _ 8'-0„ NOTES: ° HOLES 1" C TO C r COMPACT COMPACT i 2009 1. PROVIDE Y2" CONSTRUCTION CONTROL JOINT WITH PREFORMED 0 PARKING STALL PARKING STALL R5-1 30 30 o TBD RED WHITE RED P5-1 6.25 TBD MUTCD EXPANSION MATERIAL EVERY 20'-0" O.C. MAX. 0 Err�R "` 0 SIGN POST ANCHOR NOTE: 2. PROVIDE A TOOLED DUMMY JOINT Y4"W x Y2"D AS NEEDED TO 0 2"x2" 1. ALL PAINT SHALL BE FAST DRYING WHITE TRAFFIC PAINT, MEETING ,' WAYNE A. PROVIDE SYMMETRY. 0 THE REQUIREMENTS OF AASHTO M248—TYPE N. PAINT SHALL * KEEFNER - a R6-1 36 12 ONE WAY TBD WHITE/ BLACK WHITE P5-9 3.0 TBD 2009 CIVIL o BE APPLIED AS SPECIFIED BY MANUFACTURER. (PBS) BLACK N4UTCD Na. 42313 CEMENT CONCRETE SIDEWALK 2. PARKING STALLS SHALL CONFORM TO THE �nA\cST� NOT TO SCALE REQUIREMENTS OF THE AMERICAN WITH DISABILITIES ACT. P-5 TELESCOPIC POST * YELLOW/ .2009 W W11-2 30 30 TBD GREEfJ BLACK BLACK P5-11 6.25 TBD NnUTCD z NOT TO SCALE PARKING STALL STRIPING (NOTE 3• STAMP: y (COMPACT SPACE) NOT TO SCALE YELLOW% 29 N W16-7P 24 12 TBD WHITE WHITE 1.5 TBD )GREEN M W1NT 2 / WUOT°CD SIGN POST (NOTE 3 W 0 1 1/2" BITUMINOUS CONCRETE PAV'T TYPE 1-1 TOP COURSE 18" MIN. *1fBD = TO BE DETERMINED 4 CEM. CONC. DETAIL 2 1/2" BITUMINOUS CONCRETE GRAN. CURB EXP. JT. PAV'T TYPE 1-1 BINDER COURSE (NOTES: N SHEET 1 3 12" GRAVEL. BASE 1. (HIGH INTENSITY ENCAPSULATED LENS REFLECTIVE SHEETING TYPE III (CONFORMING TO SECTION M9.30.0) SHALL BE USED FOR ALL SIGNS. SEE "STANDARD HIGHWAY SIGNS AS SPECIFIED IN THE 2009 MUTCD" FOR TEXT DIMENSIONS. M O � 1�2 I 1'-3" (MIN.) 2. EXISTING SIGNS SHALL BE RETAINED OR REMOVED AS DIRECTED BY THE FIELD ENGINEER. 0 SHEET NAME: 0 3. COLOR SHALL BE FLUORESCENT YELLOW—GREEN MICROPRISMATIC SIGN MATERIAL. a N 3.. 4. THE MINIMUM MOUNTING HEIGHT OF POST—MOUNTED SIGN, MEASURED VERTICALLY FROM THE BOTTOM OF THE SIGN TO THE TOP OF THE CURB OR SIDEWALK, OR TO THE ELEVATION OF THE NEAR EDGE OF THE TRAVEL WAY, 8"x8" SHALL BE 7 FEET UNLESS OTHERWISE SPECIFIED. CONC. CLASS "D" owl ■ COMPACTED SUBGRADE BASE 5. ALL SIGNS, SIGNAL POSTS OR ANY OTHER SIDEWALK FURNITURE SHALL HAVE A MINIMUM OF 18 INCHES HORIZONTAL CLEARANCE FROM FACE OF CURB. DEFORM SHEET NO: BITUMINOUS CONCRETE PAVEMENT PIPE END 6. ALL NEW ONE WAY (R6-1) SIGN & NEW STREET NAME (D3—x) SIGNS ARE TO BE PAINTED BOTH SIDES (PBS). DR BY: SSW NOT TO SCALE CHK BY: WAK BASE OF SIGN CONSTRUCTION SIGN SUMMARY PROJ N0: 2013-107 NOT TO SCALE NOT TO SCALE DATE: 7.10.14 SCALE. N.T.S. 12" SAWCUT, APPLY RS-1 EMULSION PRIOR TO PAVING CROSS COUNTRY AREAS PAVED AREAS LAOM AND SEED MATCH SIDEWALK FULL DEPTH PAV'T PAVEMENT SURFACE MATCH EXISTING SURFACE 6" LOAM & SEED TREATMENT & THICKNESS GRASS SIDEWALK (4" MIN THICKNESS FOR PAV'T) NORTH 4" CONTROLLED DENSITY FILL- EXCAVATABLE SUITABLE BACKFILL TO BE TO BASE COURSE PLACED & COMPACTED r - a • IN 1 FOOT LAYERS. TYPE C GRAVEL BORROW ORDINARY BORROW (STONE SIZE LESS THAN 2 ) CAUTION 0 TAPE WOOD SHEETING, IF REQUIRED, EXIST. GROUND (THE TAPE SHALL BE SHALL BE CUT OFF AT LEAST CAUTION TAPE CAUTION TAPE N YELLOW METAL FOIL) FIVE (5) FEET BELOW STREET C° THE TAPE SHALL BE cD (THE TAPE SHALL BE 18" ABOVE CONDUIT GRADE AND ONE FOOT ABOVE _ ( N YELLOW METAL FOIL) THE CROWN OF THE PIPE. N YELLOW METAL FOIL) 18" ABOVE CONDUIT '�' 18" ABOVE CONDUIT SAND COMPACTED SCREENED GRAVEL TO ONE FOOT SAND 6 SAND NEW PVC CONDUIT �PO16ETHE CROWN 6„ 6„ (SCHEDULE 80) PIPE NEW PVC CONDUIT NEW PVC CONDUIT 6" SAND BEDDING (MIN) (SCHEDULE 80) (SCHEDULE 80) LEDGE :)LANN'N �? 6" SAND BEDDING (MIN) 6" SAND BEDDING (MIN) 8 PIPE BEDDING CONSISTING OF 1/2 TO 314 `'� OAF?[ INCH STONE OR PLACED AGAINST UNDISTURBED SCREENED SIDESOAND zoBOTTOM EXCAVATION IN EARTH EXCAVATION IN LEDGE "L_4N CONDUIT (IN ROADWAY) CONDUIT (IN GRASS) CONDUIT (IN SIDEWALK) NOT TO SCALE TRENCH EXCAVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE PROJECT TEAM 24" DIA. C.I. HEAVYDUTY 4" VENT TO ROOF FRAME & COVER W/CENTER INDEPENDENTLY HOLE Salem Gateway. FINISHED GRADE � Washington and MUNICIPAL STANDARD CATCH BANDER GRADE WITH A BASIN FRAME AND GRATE CHAMFER CUT TO � RECEIVE TOP COURSE SEWER SERVICE _ � Dodge Street FRAME ENCASED IN 'EXTRA HEAVY r - CEM. CONC. C.I. INLET Q - C.I. TEE 18"-24" TAPERED 5" MIN. INTERCEPTOR SIZE N _"OUTLET TO 5" Infrastructure SECTION 0 MORTAR INLET A B C 1/8 LONG BEND SEWERSANITA2 - ' 12" Improvements ALL REINFORCEMENT o 8 DIA. o ALL JOINTS - WATER LEVEL� AS PER LOCAL STDS. 4" 3'-6" 3'-0" 2'-6" - 4'—O" DIA. - ROOF LEADER Salem 1" CLEAR y 5" 3 -6 ' 5'-0" 4'-0" INV EL: M c� 3'-6"x3'-6" 4'-0" 3'-0" o EXTRA HEAVY C.I. PIPE �— FLOW PROVIDE Z =— SUPPORT STRAP ti INLET INV.---_ V" OPENINGS OUTSIDE OF 4'-0; 3'-6" 3'-0' PIPE +2" m SPLASH PAD 4'-0'x4 -0" 3'-0" 2'-6" B WROUGHT 6 PROJECT INFO CLEARANCE 4'-6 3'-0" 2'-6" HEIGHT OF RISER FINISH GRADE STEPS SECTIONS VARY HOOD FROM 1'-4' - 4'-6" SUMP 6" 4'-0"' S'-0" 4'-6" --- 4'-0"x4'-0" 4' 0" 3'-6" 5" MIN. PITCH 18"o.c.4'-6"' 4'-0" 3'-6" CRUSHED STONE BEDDING --y 4'-6'x4'-6' 3'-6' 3'-0" 3/4" MINIMUM 5'-0'h 3'-6" 5'-0'x5'-0" 3'-0" 2'-6" C EXISTING SEWER MAIN 8" 5'-0'* 6'-0" 5'-0" 8 DOWNSPOUT 4'-6'x4'-6" 4'-6" 4'-0" 6'-0'. 4'-0" 3'-6" v v. v •vv .v vv. v v SEWER TIE-IN PRECAST CONCRETE CATCH BASIN NOT TO SCALE 6'-0"x6'-O" 3'-0" 2'-6" v , v v o 0 NOT TO SCALE 6'-6' 3'-6" 3'-0 NOT TO SCALE 6'-6"x6'-6" 3'-0" 2'-6" DIA. 8" PORTLAND CONCRETE GAS/OIL AND SAND SEPARATOR 2 FINAL PLAN SUBMISSION 12/11/14 1 PEER REVIEW COMMENTS 10/6/2014 NOT TO SCALE REV DESCRIPTION DATE STANDARD MANHOLE FRAME & COVER PUMPER CONNECTION RIM TO BE FLUSH FACES ROAD FINISHED STREET GRADE WITH PAVEMENT MATCH EXIST SURFACE >..��-�•��, CLAY BRICKS MAY BE USED BREAKAWAY FLANGE TREATMENT. MIN 4"PAV'T • ,$ �'� �) �s; ysr`' FOR GRADE ADJUSTMENTS. 1�c \ 0 o WAYNE A. �r FRAME TO BE SET IN T2" TO 4' CAST IRON VALVE BOX OR INDICATOR KEEFNER < cv Jz 8" MIN. �24"f1"--� 18" POST AS REQ.JIRED. CENTER OVER �� CIVIL w < 0 FULL BED OF MORTAR SIDEWALK VALVE BONNET AND KEEP PLUMB No.411313 O c� F- FINISHED STREET CURB UNTIL BACKFILLED. �'fGiSTER � FSS! L ' ~ o w ' ` 5" MIN. GRADE co v Cn MORTAR ALL JOINTS MUNICIPAL STANDARD_ --------- I VALVE BOX & COVER. Z 5 FT DIAMETER .o. MIN. 0.122 SQ. INCH STEEL �\ j l�1 z MIN z w w o' PER VERTICAL FT, (MIN) w z Z o w >_ PLACED ACCORDING TO STAMP: Z cn � -t- 1" CLEAR MUNICIPAL STANDARD Li 0 _ < o A.A.S.H.T.O. DESIGNATION M199 VALVE BOX AND COVER oU 11 o LL_ z = 2" CLEAR PLACE MASONRY RING - o zN 5" MIN. ONDCOMP VALVEER ILLS DO OX ACCESS TUBE - Q o - _ 1-#3 BAR AROUND OPENINGS ACCESS TUBE NOT REST ON VALVE. - Ld N V) 0 U � �� FOR PIPES 18"DIAMETER 5'-6" o Q o _ � I. �� \� AND OVER, 1" COVER 10 _j LL_V) `n 36" MAX. \� FLOOR OF STRUCTURE TO 4 MIL POLY OVER Q DETAIL o (0 12"X12"X6" TEE STONE c. BE HEADERS LAID FLAT WITH MECHANICAL DIA.PIPE D.I.C.L. PIPE Li w I'MASONRY RING C) 0- \ BRICK CHIPS AND MORTAR OR JOINT RESTRAINTS _- TO r. , •, SHEET 2 � w N .. CEMENT CONCRETE , --1 T D O 4.. ( P ) ' ; - 6" GATE VALVE FOUNDATION 4,000 psi, 1—Y2", 564 Ibs �. •�•� ° ,. . (IF HAND MIXED SEE LATEST � I � � _d. • ' STANDARD SPECIFICATIONS BLOCKING - - - - - - -- -- — - - - - - - - - - - ...... SHEET NAME PIPE OPENINGS TO BE V BLOCK THRUST LENGTH TO BE DETERMINED a. PRECAST IN RISER SECTION INVERTED ARCH WITH i ' / :; IN FIELD BRICKS LAID ON EDGE WATER MAIN RUBBER BOOT W/ WATER MAIN STAINLESS STEEL STRAPS MECHANICAL JOINTS MJ:xFL GATE VALVE PROVIDE � CUBIC � MJxMJxFL TAPPING SLEEVE NOTE: THE MANHOLE IS FOR 10 FT OR LESS IN DEPTH YARD OF SELECTED TAPPING VALVE W� RESILIENT SEAT ■ PROVIDE 12' SQUARE BY 6-INCH (MUELLER H-687) (MUELLER H-615) THICK CONCRETE BASE UNDER 2" STONE- TO 6" HYDRANT ABOVE HYDRANT DRAIN SHEET NO: PRECAST CONCRETE MANHOLE R BY: SSW WATER SERVICE CONNECTION CHK BY: WAK NOT TO SCALE FIRE HYDRANT NOT TO SCALE PROJ N0: 2013-107 NOT TO SCALE DATE: 7.10.14 SCALE: N.T.S. iii/ 11 1. 11 1.1 .11 .11 em- ...:: , � ;;;:.:::;.., -.:.�----i--I-- - ... ., /. I ; I 1. :.:.:,.-;. - ., 4 . 11 I-, I I .... 1. I I 1. ''I 'll .1... . !. .. ! ::> j:;: .i>: /Fi I - .............. I -, 1. ..... . I - , ,, -it ........a,/fir.+.,.. , P, .. +. .:... I :110 ....: . ..:.:.. , ..r , ............... 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