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51-71 LAFAYETTE STREET - ZONING Derby Ofts i 5 1-7 1 Lafayette Street fr_ _ v I � DECISION a. ��, ��6- • , ��o�,rAaCLERIC'S OFFICE eitp of '6alem, �1a55aCbU5ett5 `I '. It 22 Planning Noarb 1003 JUL - I A 9: 0 u [Otic sbaletn &reen Site Plan Review Decision July 1, 2003 Derby Lofts LLC. C/o Tinti, Quinn, Grover& Frey, P.C. Attorneys at Law 222 Essex Street Salem, MA 01970 RE: Derby Lofts LLC. 51-71 Lafayette Street Site Plan Review Decision On Thursday, May 1, 2003, the Planning Board of the City of Salem opened a Public Hearing regarding the application of the Derby Lofts LLC under Site Plan Review for the renovation of an existing four story structure, and the addition of two stories, resulting in a total building square footage of 115,356 sq. ft. The structure will consist of retail uses on the first floor (approximately 15,000 sq. ft.) and 54 residential units on the second through sixth floor. An additional 6,000 square feet will be devoted to the entryway for the residential floors and a drive through vehicle drop off area. The public hearing was continued to May 15, 2003 and June 5, 2003. The Public Hearing was closed on June 5, 2003. At a regularly scheduled meeting of the Planning Board held on June 5, 2003, the Board voted by a vote of nine in favor, none opposed, to approve the application as complying with the requirements of Site Plan Review subject to the following conditions: 1. Conformance with the Plan Work shall conform with the plans entitled, "Derby Lofts Condominiums, Derby Lofts, LLC." Including sheets_A0.0, C0.0, CO.1, C0.2, C0.3, ALL, AI.2, A2.0, A2.1. A2.2, and A2.3, prepared by Winter Street Architects, Inc. 209 Essex, Suite 300, Salem, MA 01970 and dated April 3, 2003. Ore Saiem Green, Salem, Massachusetts 01970 (978) 745-9595 ext. 311 Fax (978) 740-0404 2. Amendments SOF`r1 Anv amendments to the site plan shall be reviewed by the City Planner and if deeme*cessary FyCF'^ by the City Planner, shall be brought to the Planning Board. Any waiver of conditions co2pined within shall require the approval of the Planning Board. 3. Landscaping �S a. All landscaping shall be done in accordance with the approved set of plans. b. Trees shall be a minimum of 3 %2" caliper. C. Maintenance of landscape vegetation shall be the responsibility of the developer, his successors or assigns. d. Any street trees removed as a result of construction shall be replanted. The location of the trees shall be approved by the City Planner prior to replanting. C. After such landscaping is completed, the developer will add further landscaping if such is requested by the Planning Board or the City Planner. 4. Signage Proposed signage shall be reviewed and approved by the City Planner and the Sign Review Committee. 5. Air Conditioning Units If any air conditioning units are constructed on the roof that can be seen above the roofline they shall be properly screened with lattice. The proposed screening shall be approved by the City Planner prior to installation. 6. Lighting a. A final lighting plan (showing street lighting and building lighting) shall be submitted to the City Planner for review and approval prior to the issuance of a building permit. b. No light shall cast a glare onto adjacent parcels or adjacent rights of way. C. The applicant, his successors, or assigns shall install four Standard Salem Period Lights to replace the four existing cobra lights, along those portions of Lafayette and Central Streets that are adjacent to the site. Two Double Fixture Salem Standard Period Lights shall be installed to replace the two existing cobra lights located along the west side of Lafayette Street, and two Single Fixture Salem Standard Period Lights shall be installed to replace the remaining two cobra lights adjacent to the site, one on the east side of Lafayette and one on Central Street. The locations and specifications of the h2liting shall be reflected on a revised lighting plan submitted and approved by the Department of Planning and Community Development and the Citv_ Electrician prior to tine issuance of a Ceitiificate of Occupancy. d. Building lighting will be located along the perimeter of the building at approximate locations shown on the elevations dated June 10, 2003, and entitled, "Derby Lofts Condominiums" and prepared by Winter Street Architects Inc. There shall be at least fourteen lights installed along the perimeter: four along the east elevation, four along the south elevation, four along the west elevation and two along the southwest elevation. Any changes in the location or number of lights must be submitted and approved by the City Planner prior to installation of the building lighting. The exact specification for the lighting fixtures shall approved by the City Planner prior to the issuance of a Building Permit. o 7. Conservation Commission All work shall comply with the Order of Conditions issued by the Salem Conservation i .. Commission, if applicable. o D 8. Garage/ Drive Through Area "' M' a. The final design for the garage door located at the drive through entrywa}�hall be D submitted and approved by the City Planner prior to the issuance of a building p&Rnit. b. As a safety precaution, a visual warning device shall be placed at the exit of the drive through area to warn pedestrians of possible exiting vehicles. A mirror and a warning sign shall also be placed in this area so as to warn vehicles of pedestrians crossing the drive through. Plans showing an elevation and the location of the devices shall be submitted and approved by the City Planner prior to the issuance of a building permit. 9. Parking a. If the applicant completes a parking study of the area surrounding the site it shall be submitted to the Department of Planning and Community Development for their files. b. The applicant shall lease 81 parking spaces, equivalent to one and a half parking spaces per residential unit, at the South Harbor Garage until such time as other accommodations may be made. Documentation of the leasing of these spaces shall be provided to the Department of Planning and Community Development prior to the issuance of a Certificate of Occupancy. 10. Construction Practices All construction shall be carried out in accordance with the following conditions: a. 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. The Planning Board will agree to any proposed changes in the starting time, if approved by a formal vote of the Citv Council. t. 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 3 least 72 hours prior to commencement of construction of the project. C. Any 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 leave dirt and/or debris on surrounding roadways as they exit the site. C. 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. g. A Construction Management Plan and Construction Schedule shall be submitted by the applicant prior to the issuance of a building permit. Included in this plan, but not limited to, shall be a demolition plan, 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. The plan and schedule shall be submitted and approved by the City Planner prior to the issuance of a Building Permit. 11. Clerk of the Works A Clerk of the Works shall be provided by the City, at the applicant, his successors or assigns' expense, as is deemed necessary by the City Planner. 12. Board of Health All work shall comply with the requirements of the Salem Board of Health, if applicable. ti r; o n= 13. Fire Department All work shall comply with the requirements of the Salem Fire Department. =.. 14. Building Inspector All work shall comply with the requirements of the Salem Building Inspector. D -n n, M,_ 15. Utilities O D a. An existing Utilities Plan and Utility Installation Plan shall be reviewed anT approved by the City Engineer prior to the issuance of a Building Permit. b. Drainage calculations relating to the roof run-off and drive through area shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. 16. Exterior Elevatlons a. Final elevations shall be reviewed and approved in writing by the City 4 Planner prior to the issuance of a Building Permit. 17. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the developer, his successors or assigns. b. Winter snow in excess of snow storage areas on the site shall be removed off site. C. Maintenance of all landscaping shall be the responsibility of the applicant, his successors or assigns. The applicant, his successors or assigns, shall guarantee all trees and shrubs installed at the site for a two- (2) year period. d. A refuse dumpster shall be located in the interior of the building as indicated on the plan. 18. 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 Works prior to the issuance of the final Certificate of Occupancy. 19. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority vote of the Planning Board. I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Planning Board. The Special Permit shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty(20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record is recorded on the owner's Certificate of Title. The owner or applicant, his successors or assigns, shall pay the fee for recording or registering. wA_b', r�. � /,16 Walter B Power, III Chairman m c � n 9 O 5 v' CITY OF SALEM DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT STANLEY J. USOVICZ,JR. MAYOR 120 WAA IINGTON STRI LT•SALI-M,IMAVACI US[T Fi 01970 LYNN GOONIN DUNCAN,AICP TEL:978-745-9595 • FAX 978-740-0404 DIRECTOR August 15,2005 Mr. Paul Durand Winter Street Architects, Inc. 209 Essex Street, Suite 300 Salem,MA 01970 RE: Revised Plan for Derby Lofts Condominiums-51-71 Lafayette Street Dear Mr. Durand: I have received your revised drawing for Derby Lofts entitled, "Sidewalk at Dtive-Thru Entry- Lafayette Street," dated January 20, 2005. The revisions to the approved plan include the reuse of the existing curbing in the new location of the drive thru. It has been determined that the changes shown on the drawing are not substantial and do not require Planning Board approval. The revised drawing will be attached to your approved site plan in the Planning Board files for future reference. Any future change to these plans requires approval of the Department of Planning&Community Development, to determine whether it is a substantial change, prior to construction. Please contact me at the Department of Planning& Community Development at (978) 745-9595, extension 311 if you have any questions. Sincerely, L G. Duncan, AICP 6P ix ctor CC: Planning Board i CITY OF SALEM PLANNING BOARD . January 29,2004 Mr. Matt Picarsic RCG LLC 17 Ivaloo Street Suite 100 Somerville,MA 02143 RE: Building Permit for the Parcel Located at 51-71 Lafayette Street (Derby Lofts) Dear Mr. Picarsic: The Department of Planning& Community Development sent a letter dated October 30, 2003,which approved the Building Department routing slip allowing the owners of 51-71 Lafayette Street to obtain a building permit, but required the applicant to submit certain plans and details within 30 days. The applicant did not receive a building permit and therefore did not submit the required information within 30 days. As I understand, the applicant has provided the Building Department with the necessary information to move forward with the building permit. The Department of Planning& Community Development (DPCD) has not yet been provided with the information requested in its letter of October 30, 2003. Thus, DPCD approves the issuance of a building permit for Derby Lofts,with the following condition: "Any work associated with the facade and/or the exterior materials of the structure cannot commence prior to review and approval by the Salem Redevelopment Authority and the Planning Board of the change in material as shown on the plans dated August 15, 2003. If the change in material is not approved by either or both boards, then the applicant must submit plans showing the material as initially approved by the SRA and the Planning Board (plans dated April 3, 2003 and on file in the DPCD office)." Following the Board's decision concerning the change in material, I will provide written notification to the Building Inspector. In addition, as required by the previous letter, the following items must be submitted to the Department within thirty (30) days for review and approval following the issuance of the building permit: 1. Building lighting placement 2. Required period lights 3. Final lighting plan (types of light fixtures) 4. Final design of gate on the drive—thru 5. Drive—thru visual warning devices including a mirror, warning sign,and alarm 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 • TEL: 978.745.9595 FAx: 978.740.0404 ♦ WWW.SALEM.COM 1 r I will notify the Building Inspector in writing following the Department's approval. Please contact me at DPCD if you have any questions,or need further information. Thank you for your assistance in this matter. Sincerely, Denise S. McClure,AICP Assistant City Planner CC: Thomas St. Pierre, Acting Building Commissioner Mark Meche,Winter Street Architects Mark Pimentel,J.J. Welch&Co. 3 - — Y � y Remove ex"sfin fir, Save for 9 granite curbin d possible reuse if in g at new drive- � , Install etgood co thru entry, r >�C ry granite curbin ndition. Demo side from former drive-thru entry,and associated sidewalk walk. S/o e f t-- l 'N ,� a /-%� �r r ,, fir✓ r ,,r=; r rr' r Vi� / /frr' � f7 L/�'rr��'rr�r''S4L '�G_ Gi;r/jljf rr'r'r!�� '• /� / r ri/�flr r j��/r/✓i r%t i i'r�r�/�%��ceryl'= Remove existing '' r �r %//�r'iiir///�'� ,r;;//r ,��•r�ri�v�rr curbin enf- Yranite 9 and associated sidewalk. Replace with granite curbing and sidewalk to match adjacent. ------- (Previous Drive-Thru Ent (New Retail Space including new Store Front Facade) Caution: Drawing will change scale when copied or faxed Sidewalk at Drive-Thru Entry w Lafayette St. Derby Lofts Condominiums Salem Massachusetts 01/20/05 WINTER STREET ARCHITECTS, INC. Project #: 0135.001 aft S l CITY OF SALEM PLANNING BOARD October 18, 2007 Board of Trustees of Derby Lofts Condominium Association 51 Lafayette Street Salem, MA 01970 Attn: Marlene Faust, Secretary Board of Trustees of Derby Lofts Condominium Association: The parking easements presented to the City of Salem by the Derby Lofts Condominium Association on October 2, 2007 state, "It is expressly intended that this easement shall be in gross and shall not be appurtenant to any estate". Because the easements do not run with the property, it is necessary to address at this time what is to happen after a sale or transfer of one of these units. The Planning Board voted on October 18, 2007 to approve the request of the Board of Trustees of Derby Lofts Condominium Association to reduce the number of parking spaces the Association is required to annually procure in the South Harbor Garage by six (6) parking leases (from 81 leases to 75 leases) with the following condition: 1. Deed restrictions are to be provided to the City Planner, requiring that upon the sale or transfer of units 510, 603, 604, and 607, parking easements held by the owners of these units are to be assigned to the new owners, OR new parking easements are to be provided to the City of Salem, OR the appropriate number of parking spaces must again be leased in the South Harbor Garage by Derby Lofts Condominium Association. This will ensure that Derby Lofts maintains the 81 spaces (1.5 spaces per unit) required in the July 1, 2003 Planning Board decision. The information requested above, must submitted to the Department of Planning & Community Development before this decision can take affect. Sincerely, � 1 n Charles Puleo, Chairman Cc: Cheryl LaPointe, City Clerk t 20 WASHINGTON STREET, SAL FM, MASSACHUSETTS 01970 • TFL: 978.745.9595 FAX: 978.740.0404 ♦ WWW.S.ALEM.COM 46�e C[TY OF SALEM a 1,4-hI LEGAL DEPARTMENT d- �. AfClP;ME n\�N� 93 WASI-IINGTONS'FRFET♦ SALEM,MASSACHIISETIS 01970 TEL:978-745-9595 ♦ FAx:978-744-1279 KiMBERLEYDRiscou. ELI7ARETT-I RENNARD,ESQ. JERALD MUSELIA,ESQ. MAYOR CI'IY SOLICITOR ASST.Q'IY SOLICITOR To: Amy Lash From: Elizabeth Rennard Re: Parking Easements - Derby Lofts Date: October 16, 2007 In response to your inquiry as to whether or not the Parking Easements submitted by Derby Lofts, LLC are permanent easements tied to units at Derby Lofts, I offer the following: The easements presented to me for review all state, "It is expressly intended that this easement shall be an easement in gross and shall not be appurtenant to any estate." An easement in gross is defined as an easement that is a personal right of its holder to use another's land and it is not dependent on ownership of a dominant estate. An easement that runs with the land and is passed when the property is transferred is called an easement appurtenant. The easements presented here clearly state that are not appurtenant and as such do not run with the land. I would suggest that if the Board decides to consider the request of the Derby Lofts Condominium Association that either the easements be changed so that it is clear that they run with the unit or that the decision require that upon the sale or transfer of these units, the parking pass total increases or a another easement be provided. �11 51 Lafayette Street Salem Massachusetts 01970 978-745-2566 DERBY LOFTS October 2, 2007 Planning Board City of Salem 120 Washington St. Salem,MA 01970 Attn: Mr. Charles Puleo, Chairman Chairman Puleo; Please accept this letter as application by the Board of Trustees of Derby Lofts Condominium Association for consideration by the Planning Board to reduce by six(6) the number of annual parking leases the Derby Lofts Condominium Association is required to purchase from the City of Salem for off street resident parking at the South Harbor Garage. As referenced at Section 9b(Parking)in the Site Plan Review Decision issued by the Planning Board on July 1, 2003,Derby Lofts Condominium Association is required to annually procure 81 parking leases(54 units X 1.5/unit=81) for the South Harbor Garage. This section further states this requirement remains in effect until other accommodations have been made (Exhibit 1). The Board of Trustees is requesting that the decision to annually procure 81 parking leases be amended to reflect a reduction of six (6)parking leases (81 leases to 75 leases)based on the following: 1. Several owners have submitted evidence to the Board of Trustees confirming they have obtained a combined total of six (6) alternate, off street, permanent parking spaces and have eliminated their requirement to annually procure a parking lease(or parking leases) from the Board of Trustee's pool of 81 parking leases(Exhibits 2 thru 5). All six(6) of these alternate spaces are located at 9 Dodge St. Court(Exhibit 6). The Board of Trustees affirms this reduction of six (6)parking leases from 81 to 75 will not alter the Planning Board's requirement to procure 1.5 parking leases for each unit not in possession of alternate, permanent off street parking. The Board of Trustees is requesting the Planning Board not to consider from the evidence submitted,and thus not to impact their decision,the fact that in some cases multiple, alternate parking spaces have been purchased by a single unit owner. The Board of Trustees is required to purchase the parking leases in one lot(pool). The Board then distributes these parking leases to individuals based on need The Board of Trustees is also developing language to be amended into the Master Deed that specifies the unit owner's responsibilities relative to the purchase and annual renewal of these parking leases. In summary, the Board of Trustees requests the Planning Board accept the purchase of 75 parking leases(based on 54 units X 1.5 parking leases per unit less Planning Board approved alternate,private parking arrangements) and allow the allotment of these leases to remain at the discretion of the Board of Trustees. It is the belief of the Board of Trustees that the reduced number of parking leases will continue to satisfy the needs of the community for off-street parking. Thank you for your consideration. Respectfully, Marlene Faust, Secretary DERBY LOFTS CONDOMINIUM ASSOCIATION y CLERK'S OFFICE citp of 6alem, ftiasoacbuzetw Manning i5oarb 2001 JUL - I A 'F 0 U One balem green Site Plan Review Decision July 1, 2003 Derby Lofts LLC. C/o Tinti, Quinn, Grover&Frey,P.C. Attorneys at Law 222 Essex Street Salem, MA 01970 RE: Derby Lofts LLC. 51-71 Lafayette Street Site Plan Review Decision on Thursday,May 1,2003,the Planning Board of the City of Salem opened a Public Hearing regarding the application of the Derby Lofts LLC under Site Plan Review for the renovation of an existing four story structure, and the addition of two stories,resulting in a total building square footage of 115,356 sq. ft. The structure will consist of retail uses on the first floor (approximately 15,000 sq. ft.)and 54 residential units on the second through sixth floor. An additional 6,000 square feet will be devoted to the entryway for the residential floors and a drive through vehicle drop off area The public hearing was continued to May 15, 2003 and June 5, 2003. The Public Hearing was closed on June 5, 2003. At a regularly scheduled meeting of the Planning Board held on June 5, 2003, the Board voted by a vote of nine in favor, none opposed, to approve the application as complying with the requirements of Site Plan Review subject to the following conditions: 1. Conformance with the Plan Work shall conform with the plans entitled,"Derby Lofts Condominiums, Derby Lofts, LLC." Including sheets A0.0, C0.0, CO.1, C0.2, C0.3, Al.1, A1.2, A2.0, A2.1, A2.2, and A2.3, prepared by Winter Street Architects, Inc. 209 Essex, Suite 300, Salem, MA 01970 and dated April 3, 2003. One Salem Green, Salem, Massachusetts 01970 (978) 745-9595 ext.311 Fax (978) 740-0404 2. Amendments R�s��Cr1 _ Any amendments to the site plan shall be reviewed by the City Planner and if deemessary FF/04 {` by the City Planner,shall be brought to the Planning Board. Any waiver of conditioens arced within shall require the approval of the Planning Board. l� 3. Landscaping 19S a. All landscaping shall be done in accordance with the approved set of plans. b. Trees shall be a minimum of 3 %"caliper. C. Maintenance of landscape vegetation shall be the responsibility of the developer, his successor,or assigns. d. Any street trees removed as a result of construction shall be replanted The location of the trees shall be approved by the City Planner prior to replanting. e. After such landscaping is completed,the developer will add further landscaping if such is requested by the Planning Board or the City Planner. 4. Signage Proposed signage shall be reviewed and approved by the City Planner and the Sign Review Committee. ( 5. Air Conditioning Units If any air conditioning units are constructed on the roof that can be seen above the roofline they shall be properly screened with lattice. The proposed screening shall be approved by the City Planner prior to installation. 6. Lighting a. A final lighting plan (showing street lighting and building lighting) shall be submitted to the City Planner for review and approval prior to the issuance of a building permit. b. No light shall cast a glare onto adjacent parcels or adjacent rights of way. C. The applicant, his successors, or assigns shall install four Standard Salem Period Lights to replace the four existing cobra lights, along those portions of Lafayette and Central Streets that are adjacent to the site. Two Double Fixture Salem Standard Period Lights shall be installed to replace the two existing cobra lights located along the west side of Lafayette Street, and two Single Fixture Salem Standard Period Lights shall be installed to replace the remaining two cobra lights adjacent to the site, one on the east side of Lafayette and one on Central Street. The locations and specifications of the lighting shall be reflected on a revised lighting plan submitted and approved by the Department of Planning and Community Development and the City Electrician prior to the issuance of a Certificate of Occupancy. 2 <--V ` v a `.6 jJ - d. Building lighting will be located along the perimeter of the building at approximate locations shown on the elevations dated June 10, 2003, and entitled, "Derby Lofts Condominiums"and prepared by Winter Street Architects Inc. There shall be at least fourteen lights installed along the perimeter: four along the east elevation, four along the south elevation, four along the west elevation and two along the southwest elevation. Any changes in the location or number of lights must be submitted and approved by the City Planner prior to installation of the building lighting. The exact specification for the lighting fixtures shall approved by the City Planner prior to the issuance of a Building Permit • C— m 7. Conservation COmmissIOn All work shall comply with the Order of Conditions issued by the Salem Conservation Commission, if applicable. o r- D -n- r- 9. c8. Garage!Drive Through Aresm; a. The final design for the garage door located at the drive through entrywayhall be n submitted and approved by the City Planner prior to the issuance of a building pfnit. b. As a safety precaution, a visual warning device shall be placed at the exit of the drive through area to warn pedestrians of possible exiting vehicles. A mirror and a warning sign shall also be placed in this area so as to warn vehicles of pedestrians crossing the drive through.Plans showing an elevation and the location of the devices shall be submitted and approved by the City Planner prior to the issuance of a building �. permit. 9. Parking a If the applicant completes a parking study of the area surrounding the site it shall - be submitted to the Department of Planning and Community Development for their files. b. The applicant shall lease 81 parking spaces, equivalent to one and a half parking spaces per residential unit,at the South Harbor Garage until such time as other accommodations may be made.Documentation of the leasing of these spaces shall be provided to the Department of Planning and Community Development prior to the issuance of a Certificate of Occupancy. 10. Construction Practices All construction shall be carried out in accordance with the following conditions: a. 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. The Planning Board will agree to any proposed changes in the starting time, if approved by a formal vote of the City Council. 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 i 3 E" ' �� 11J111111 111 r�14 W PARKING EASEMENT GRANTOR: Derby Lofts, LLC, a Massachusetts limited liability company with an address c/o RCG LLC at 17 Ivaloo Street, Suite 100, Somerville, MA 02143 GRANTEE: Philip J. Hansbury and MIdred Blackmore, Trustees of 607 Derby Loft Trust, u/d/t dated May 4, 2006 and recorded herewith, with an address of 51 Lafayette Street, Unit 607, Salem, MA 01970 PARKING SPACE: Bays # 2 and 3 CONSIDERATION: $1.00 and other good and valuable consideration -- GRANTOR, for the CONSIDERATION paid, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, hereby _ grants to the GRANTEE an easement in gross for the exclusive use of the PARKING SPACE for parking purposes, together with the right of access over the PARKING AND ACCESS EASEMENT and RIGHT OF WAYS area serving the same together with the rights of others to use said access easement and rights of way areas, at the property known as Parcel II, containing 2,964 square feet of land at 9 Dodge Street Court, — Salem, Essex County, Massachusetts (the "PREMISES"), as more particularly described in a plan entitled "Plan of Easement for Access and Parking, Salem, Mass", dated Oct. 22, 2005, prepared by JLA Land Survey" recorded with the Essex South District Registry of Deeds on December 19, 2005 in Book 25202, Page 336. It is expressly intended that this easement shall be an easement in gross and shall not be appurtenant to any estate. This easement is granted subject to and with the benefit of the provisions of a _ certain Grant of Easements dated December 19, 2005, recorded with the Essex South District Registry of Deeds, Book 25202, Page 333, as amended and restated in an instrument recorded with said Deeds in Book 25299, Page 139. GRANTOR and GRANTEE, by acceptance of this Easement, each hereby agree to indemnify the other from and against all losses, liabilities, claims and expenses, including reasonable attorneys' fees, incurred by the indemnified party as a result of the negligent or willful act or omission of the indemnifying party, its agents, employees, contractors or servants or the negligent or willful act or omission of anyone claiming by, through or under the indemnifying party, in connection with the ownership and use of the PARKING SPACE and the land on which the PARKING SPACE is located and by which it is accessed. All rights granted hereunder shall inure to the benefit of the GRANTEE and their successors, transferees, heirs and assigns, and all persons claiming under them, and shall be binding upon the GRANTOR and their successors, transferees, heirs and Executed under seal 10th day of May, 2006. -— GRANTOR: DERBY LOFTS, LLC _ By: RCG SALEM LLC,its Manager By: r K Alex M. Steinbergh, its ma6ger dam' GRANTEE: 0'e-, I 9'/'� ansbm'9.Trus COMMONWEALTH OF MASSACHUSETTS Middlesex,ss May 10 2006 , _ On this the l&day of May,2006,before me,the undersigned notary public,personally appeared Alex M. Steinbergh,Manager as aforesaid,proved to me through satisfactory evidence of identification, which was a Massachusetts drivers license, to be the person whose name is signed on the preceding or attached document,and acknowledged to me that he signed it voluntarily for its stated purpose on behalf of RCG Salem LLC4%� .No Public My Commission E COMMONWEALTH OF MASSAC Middlesex,ss May 11,2006 On this the 1!th day of May,2006,before me, the undersigned notary public,personally appeared Philip I Hansbury,Trustee as aforesaid,proved to me through satisfactory evidence of identification,which was a Massachusetts drivers license,to be the person whose name is signed on the preceding or attached document,and acknowledged to me that he signed it voluntarily for its stated purpose. � �6Q yt, SRO tary Public 43Q a My Commission Expires: z .s�� Cn . 4noF„✓�G3�a 'n av oV„a� 2 ---( tip e 3J jVV. IIIIIIIl1111111®1111®1 1I 12M IS: 9:ge E ft 113 m„2a,2eaa ,e:,e:aa e,e+r Po us ` PARKING EASEMENT GRANTOR: Derby Lofts,LLC,a Massachusetts limited liability company with an address c/o RCG LLC at 17 Ivaloo Street,Suite 100, Somerville,MA 02143 GRANTEE: Edward Francis Johns and Dawn Marie Johns,husband and wife,as tenants by the entirety with an address of 51 Lafayette Street,Unit 510, Salem, MA 01970 PARKING SPACE: Bay#4 CONSIDERATION: $1.00 and other good and valuable consideration GRANTOR, for the CONSIDERATION paid,and other good and valuable consideration,the receipt and sufficiency of which are hereby acknowledged,hereby grants to the GRANTEE an easement in gross for the exclusive use of the PARKING SPACE for parking purposes,together with the right of access over the PARKING AND ACCESS EASEMENT and RIGHT OF WAYS area serving the same together with the rights of others to use said access easement and rights of way areas,at the property known as Parcel 11,containing 2,964 square feet of land at 9 Dodge Street Court, Salem,Essex County,Massachusetts(the"PREMISES"),as more particularly described in a plan entitled"Plan of Easement for Access and Parking,Salem, Mass.",dated Oct.22,2005, prepared by JLA Land Survey”recorded with the Essex South District Registry of Deeds on December 19,2005 in Book 25202,Page 336. It is expressly intended that this easement shall be an easement in gross and shall not be appurtenant to any estate. This easement is granted subject to and with the benefit of the provisions of a certain Grant of Easements dated December 19, 2005,recorded with the Essex South District Registry of Deeds,Book 25202,Page 333,as amended and restated in an instrument recorded with said Deeds in Book;!56t99,Page/39 GRANTOR and GRANTEE,by acceptance of this Easement,each hereby agree to indemnify the other from and against all losses,liabilities,claims and expenses,including reasonable attorneys' fees, incurred by the indemnified party as a result of the negligent or willful act or omission of the indemnifying party, its agents,employees,contractors or servants or the negligent or willful act or omission of anyone claiming by,through or under the indemnifying party,in connection with the ownership and use of the PARKING SPACE and the land on which the PARKING SPACE is located and by which it is accessed. All rights granted hereunder shall inure to the benefit of the GRANTEE and their successors,transferees,heirs and assigns, and all persons claiming under them,and shall be <� . 3 P -�- binding upon the GRANTOR and their successors,transferees,heirs and assigns,and all persons claiming under them. All easements granted hereunder shall be irrevocable and in perpetuity. Executed under seal this 23rd day of January,2006. GRANTOR: DERBY LOFTS,LLC By: RCG SALEM LLC, its Manager By: A . k Alex M. Stein r , its Manage COMMONWEALTH OF MASSACHUSETTS Middlesex,ss JanuaryA3 2006 On this theg(&Jday of 2006, before me, the undersigned notary public, personally appeared Alex M. tein anager as aforesaid,proved to me through satisfactory evidence of identification,which was a Massachusetts drivers license,tobe the person whose name is signed on the preceding or attached document and acknowledged h me that he signed it voluntarily for its stated purpose on behalf of RCG Salem LLC. Notary Public �— My Commission Expires: 00 ow of UR 7 2010 2 �EK3 GRANTEEt-- E Johns DdVh�riejohns COMMONWEALTH OF MASSAHCUSETTS Essex,ss January 23,2006 On this the 23rd day of January,2006,before me,the undersigned notary public, personally appeared Edward Francis Johns,proved to me through satisfactory evidence of identification, which was a Massachusetts drivers license,to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. rover,1,1ot PublicTrCO y Commission Expires: 3/27/07V K,.vnrr..+ : rjOb 3 Cts, X/' ` ) �� ` • IIIIIIIIIIIIIIIIIIIIiI®1 PARKING EASEMENT 0210012M 18:19:08 aur Ps Ira- GRANTOR: Derby Lofts, LLC,a Massachusetts limited liability company with an address c%RCG LLC at 17 Ivaloo Street, Suite 100, Somerville, MA 02143 GRANTEE: Clifford Abelson and Susan Abelson,husband and wife as tenants by the entirety, with an address of 51 Lafayette Street,Unit 603, Salem,MA 01970 PARKING SPACE: Bay#s 5 and 6 CONSIDERATION: $1.00 and other good and valuable consideration GRANTOR, for the CONSIDERATION paid,and other good and valuable consideration,the receipt and sufficiency of which are hereby acknowledged,hereby grants to the GRANTEE an easement in gross for the exclusive use of the PARKING SPACE for parking purposes,together with the right of access over the PARKING AND ACCESS EASEMENT and RIGHT OF WAYS area serving the same together with the rights of others to use said access easement and rights of way areas,at the property known as Parcel II,containing 2,964 square feet of land at 9 Dodge Street Court, Salem,Essex County,Massachusetts(the "PREMISES"),as more particularly described in a plan entitled"Plan of Easement for Access and Parking, Salem, Mass.",dated Oct. 22,2005,prepared by JLA Land Survey"recorded with the Essex South District Registry of Deeds on December 19,2005 in Book 25202, Page 336. It is expressly intended that this easement shall be an easement in gross and shall not be appurtenant to any estate. This easement is granted subject to and with the benefit of the provisions of a certain Grant of Easements dated December 19,2005,recorded with the Essex South District Registry of Deeds,Book 25202,Page 333,as amended and restated in an instrument recorded with said Deeds in Book ;tCA" , Page 159 . GRANTOR and GRANTEE,by acceptance of this Easement,each hereby agree to indemnify the other from and against all losses,liabilities,claims and expenses, including reasonable attorneys' fees, incurred by the indemnified party as a result of the negligent or willful act or omission of the indemnifying party,its agents,employees,contractors or servants or the negligent or willful act or omission of anyone claiming by,through or under the indemnifying party, in connection with the ownership and use of the PARKING SPACE and the land on which the PARKING SPACE is located and by which it is accessed, All rights granted hereunder shall inure to the benefit of the GRANTEE and their successors,transferees,heirs and assigns,and all persons claiming under them, and shall be binding upon the GRANTOR and their successors, transferees,heirs and assigns,and all persons claiming under them. All easements granted hereunder shall be irrevocable and in perpetuity. Executed under seal this 21st day of December,2005. GRANTOR: DERBY LOFTS, LLC By: RCG/S�'ALEMI'LLC,its Manager By: /V Inc Alex M. Steinbergh, its kfinader Z EE: 6&k 0 ord Abelson I Susan Abelson rctu��tl to COMMONWEALTH OF MASSAHCUSETTS 410 Middlesex,ss December 21,2005 On this the 21 st day of December,2005,before me,the undersigned notary public, personally appeared Alex M. Steinbergh,Manager as aforesaid,proved to me through satisfactory evidence of identification,which was a Massachusetts drivers license,to be the _ person whose name is signed on the preceding or attached document,and acknowledged to me that he signed it voluntarily for its stated purpose on behalf of RCG Salem LLC. HFti Notary Public �� My Commission Expi �1LIC 2 • C ey P 33 t. COMMONWEALTH OF MASSAHCUSETTS AGddlase:,ss QeA"44W -Z( .2005 On this the 7—day of bec mor,2005,before me,the undersigned notary public,personally appeared A arSvSaw A114Aj, proved to me through satisfactory evidence of identification,which was a Massachusetts drivers license,to be the person whose name is signed on the preceding or attached document,and acknowledged to me that he signed it voluntarily for its stated purpose. aNunx,xx•. QN REEp'•, Notary Public My Commission Expires: Q_ 16- PUS 3 2U69316N312 Bk:25467 Pg;142 PARIQNG EASEMENT 0311512M u:m:aa EW na 112 GRANTOR: Derby Lofts,LLC,a Massachusetts limited liability company with an address c%RCG LLC at 17 Ivaloo Sheet, Suite 100, Somerville,MA 02143 GRANTEE: 'Thomas J.Costaghola,with an address of 51 Lafayette Street,Unit 604, Salem,MA 01970 PARKING SPACE: Bay#7 CONSIDERATION: $1.00 and other good and valuable consideration GRANTOR,for the CONSIDERATION paid,and other good and valuable consideration,the receipt and sufficiency of which are hereby acknowledged,hereby grants to the GRANTEE an easement in gross for the exclusive use of the PARKING SPACE for parking purposes,together with the right of access over the PARKING AND ACCESS EASEMENT and RIGHT OF WAYS area serving the same together with the rights of others to use said access easement and rights of way areas,at the property known as Parcel 11,containing 2,964 square feet of land at 9 Dodge Street Court,Salem,Essex County,Massachusetts(the"PREMISES"),as more particularly described in a plan entitled"Plan of Easement for Access and Parking, Salem, Mass.",dated Oct. 22,2005,prepared by JLA Land Survey"recorded with the Essex South District Registry of Deeds on December 19,2005 in Book 25202,Page 336. y}� It is expressly intended that this easement shall be an easement in gross and shall not be 1Qy appurtenant to any estate. This easement is granted subject to and with the benefit of the provisions of a certain Grant of Easements dated December 19,2005,recorded with the Essex South District Registry J of Deeds,Book 25202,Page 333,as amended and restated in an instrument recorded with said 1 Deeds in Book 25299,Page 139. ` ) GRANTOR and GRANTEE,by acceptance of this Easement,each hereby agree to indemnify the other from and against all losses,liabilities,claims and expenses,including reasonable attorneys' fees,incurred by the indemnified party as a result of the negligent or willful act or omission of the indemnifying party, its agents,employees,contractors or servants or the negligent or willful act or omission of anyone claiming by,through or under the indemnifying party, in connection with the ownership and use of the PARKING SPACE and the land on which the PARKING SPACE is located and by which it is accessed. All rights granted hereunder shall inure to the benefit of the GRANTEE and their successors, transferees,heirs and assigns,and all persons claiming under them,and shall be binding upon the GRANTOR and their successors,transferees,heirs and assigns, and all persons claiming under them. All easements granted hereunder shall be irrevocable and in perpetuity. fiK . S 10 Executed under seal this 16 day of f''larcl� 2006. GRANTOR: DERBY LOFTS, LLC By: RCG SALEM LLC,its Manager gy; `fG t Alex M. SteinberAlts Manager GRANTEE: ThomasJ. Costagliola COMMONWEALTH OF MASSACHUSETTS Middlesex,ss March 14 .2006 On this the day of #arr�t ,2006,before me,the undersigned notary public, personally appeared Alex M. Steinbergh,Manager as aforesaid,proved to me through satisfactory evidence of identification,which was a Massachusetts drivers license, to be the person whose name is signed on the preceding or attached document,and acknowledged to me that luntarily for its stated purpose on behalf of RCG Salem LLC. y N• J i�q { \ Notary Public rtr- ori A, .riit4s ., My Commission xpires: SGOr• 2u,rae7 COMMONWEALTH OF MASSACHUSETTS Middlesex,ssj // WjKea !L •2006 On this the I day of Ofar ( .2006,before me,the undersigned notary public,personally appeared Thomas J. Costaghola,proved to me through satisfactory evidence of identification,which was a Massachusetts drivers license,to be the person whose name is signed on the preceding or attached document,and acknowledged to me that he signed it voluntarily for its stated purpose. t (p Notary Public'. T harm✓ —rrMiG 0"t My Commission Expires: SGOT 2 http://maii.googie.com/maiu-freaiattia=nieuaatiio—u. 1 1 { � w q efyiFY— e tiV 10/1/2007 f CITY OF SALEM ' LEGAL DEPARTMENT l. rt. 93 WASHNGTON STREET♦SALEM,MASSACHUSETTS 01970 Tei.:978-745-9595 ♦FAx:978-744-1279 KIMBERLEYDRIsooLL ELIZABETH RENNARD,ESQ. JERALD PARISELLA,ESQ. MAYOR CITY sOLIQTOR ASST OTY SOLIQTOR To: Amy Lash From: Elizabeth Rennard Re: Parking Easements - Derby Lofts Date: October 16, 2007 In response to your inquiry as to whether or not the Parking Easements submitted by Derby Lofts, LLC are permanent easements tied to units at Derby Lofts, I offer the following: The easements presented to me for review all state, "It is expressly intended that this easement shall be an easement in gross and shall not be appurtenant to any estate." An easement in gross is defined as an easement that is a personal right of its holder to use another's land and it is not dependent on ownership of a dominant estate. An easement that runs with the land and is passed when the property is transferred is called an easement appurtenant. The easements presented here clearly state that are not appurtenant and as such do not run with the land. I would suggest that if the Board decides to consider the request of the Derby Lofts Condominium Association that either the easements be changed so that it is clear that they run with the unit or that the decision require that upon the sale or transfer of these units, the parking pass total increases or a another easement be provided. i CITY OF SALEM PLANNING BOARD October 18, 2007 Board of Trustees of Derby Lofts Condominium Association 51 Lafayette Street Salem, MA 01970 Attn: Marlene Faust, Secretary Board of Trustees of Derby Lofts Condominium Association: The parking easements presented to the City of Salem by the Derby Lofts Condominium Association on October 2, 2007 state, "It is expressly intended that this easement shall be in gross and shall not be appurtenant to any estate". Because the easements do not run with the property, it is necessary to address at this time what is to happen after a sale or transfer of one of these units. The Planning Board voted on October 18, 2007 to approve the request of the Board of Trustees of Derby Lofts Condominium Association to reduce the number of parking spaces the Association is required to annually procure in the South Harbor Garage by six (6) parking leases (from 81 leases to 75 leases) with the following condition: 1. Deed restrictions are to be provided to the City Planner, requiring that upon the sale or transfer of units 510, 603, 604, and 607, parking easements held by the owners of these units are to be assigned to the new owners, OR new parking easements are to be provided to the City of Salem, OR the appropriate number of parking spaces must again be leased in the South Harbor Garage by Derby Lofts Condominium Association. This will ensure that Derby Lofts maintains the 81 spaces (1.5 spaces per unit)required in the July 1, 2003 Planning Board decision. The information requested above, must submitted to the Department of Planning & Community Development before this decision can take affect. Sincereelly,\,^f Charles Puleo, Chairman Cc: Cheryl LaPointe, City Clerk 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 ♦ TEL: 978.745.9595 FAX: 978.740.0404 WWW.SALEM.COM CITY OF SALEM PUBLIC PROPERTY DEPARTMENT KIMBERLEY DRISCOLL MAYOR 120WASHINGTON STREET# $ALEh1,1MA5SACHU567"fS U79]0 TEL:978-745-9595 ♦ PAX:978-740-9846 March 31, 2008 To Whom It may Concern RE: Derby Lofts Parking To Whom It may Concern I have examined the City maps and have determined that the distance between the Derby Lofts and 7-9 Dodge Street Court is approximately 700', measured as described in 7-3 of the Zoning Code it rely, Thomas McGrath Assistant Building Inspector City of Salem 978-745-9595 x5644 DERBY LOFTS CONDOMINIUMS 51 Lafayette Street Salem, MA 01970 978-745-2566 (fax) 978-744-4632 derbyloftsAverizon.net April 7, 2008 Amy Lash, Staff Planner City of Salem Planning Board 120 Washington St. Salem, MA 01970 Re: Garage Parking Passes Dear Ms. Lash; I have been working with Matt Picarsic from RCG and Janine Racanovic, Property Manager for Derby Lofts concerning our request to reduce by 7(from 81 to 74)the number of annual parking passes Derby Lofts must purchase from the City Parking Dept. In accordance with an email from you to Mr. Picarsic dated March 25, 2008, 1 submit with this letter the following information: Documentation of 7 alternate spaces in the form of easements for garage space at 9 Dodge St. Court. Proof all 7 spaces are within 1000 feet of the building in the form of a letter from Thomas McGrath,Asst. Building Inspector. Mr. Hacker would like for you to contact him with the required number of spaces Derby Lofts must purchase for our pass year April 14, 2008 through April 13, 2009. Thank you for your help in this matter. Truly, Kevin J. Grady On-Site Building M er Derby Lofts LLC 17Ivaloo Street, Suite 100 Somerville, MA 02143 April 8, 2008 Amy Lash City of Salem Department of Planning and Community Development 120 Washington Street Salem, MA 01970 RE: Parking Garage#1 at Dodge Street Court To Whom It May Concern: Derby Lofts LLC is the owner of record of garage space #1 at Dodge Street Court. Derby Lofts LLC is the record owner of multiple residential units in the Derby Lofts Condominium. This parking garage space is reserved for use of residents at Derby Lofts and shall continue to be through April 13,2009. There is no easement for this particular space, as Derby Lofts LLC owns multiple units at Derby Lofts condominium. Sincerely, Matthew Picarsic On behalf of Derby Lofts LLC QTY OF SALEM DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT KIMBERLEYDRISCDLL MAYOR 120 WASHINGTON STREET♦SALEM,MASSACHUSETTS 01970 TEL:978-619-5685 ♦FAx:978-7400404 LYNN GOONIN DUNCAN,AIC' DIREcroR April 8, 2008 Jim Hacker, Director Parking Department 1 New Liberty Street Salem, MA 01970 RE: Parking Pass Requirement for the Derby Lofts Dear Mr. Hacker, The Site Plan Review Decision issued by the Planning Board on July 1, 2003, requires that the Derby Lofts Condominium Association lease 81 parking spaces, equivalent to one and a half parking spaces per residential unit, at the South Harbor Garage until such time as other accommodations may be made. The Derby Lofts Condominium Association has provided the Department of Planning and Community Development with documentation that they have secured seven (7) parking spaces, which meet the parking requirements for the B-5 Zoning District. We are therefore able to grant their request to reduce the number of passes they are required to purchase for the year(April 14, 2008 - April 13, 2009) to seventy-four(74). I can be reached in the Department of Planning and Community Development at 978-619-5685 if you have any questions. Sincerely, 0�-'t kA� Amy J. Lash Staff Planner Cc: Matthew Picarsic, Derby Lofts LLC Kevin Grady, Derby Lofts Building Manager Board of Trustees, Derby Lofts Condominium Association SALEM ZONING ORDINANCE SUPPLEMENTARY REGULATIONS n..e Required Pa,king (2) ew residential dwelling uses in the B-5 District shall provide parking in accor- Drive-u)rest.aurmtis and other One(U space for each two(2) eating and drinking places employees, plus fifteen (15) dance with the following schedule: spaces a. Provisions shall be made for not less Bowling alleys One (1) space for each alley. than one(1)parking space per dwell- plus one (D space for each ing unit for existing buildings and two 12)employees one and one-half(11/2)parking spaces Other places of commercial One(1)space for each thirty- per dwelling unit for new construc- recreation and entertain- six (36) square feet of floor tion, nnent, such as roller rinks area, plus one (1) space for and dance halls each two(2)employees b. The parking requirements for reha- Music and dancing studios, One(I)space for each two(2) bilitated buildings may be accommo- trade and business schools employees, ,including reach- dated by either one(1)or a combina- ers and administrators, plus tion of on-site parking and/or parking one(1)space for each four(4) at municipal or other parking facili- studios in trade or business ties in the vicinity of the proposed schools use. Motels, hotels and inns One (1)space for each ),nest C. The parking requirements for new room, plus one (1) space for each two(2)employees construction shall be accommodated by on-site parking. Business offices One (1) space for each mu- ployee d. All land parcels along the north bank Professional offices, medical One(1)space for each profes- of the North River, specifically par- and dental clinics sional person, plus one (1) cels 400,401 402, 403, 404, 405, 406 spare for each two (2) other and 407 as described on Assessor's a employees,phis two(2)addi- Plate 26,shall be required to provide tional spaces for each profes- one and one-half(11/2)parking spaces sional person in the case of per unit. Such spaces shall be on- medical or dental clinics site. This provision shall apply not- Wholesale merchandise bra- One (1) space for each corn- withstanding all other provisions of kers, service industry es- puny vehicle, plus one (1) tablishments such as space for each two subsection (g) heroin. plumbing,carpentry,sheet ccs, plus one (D space for e. All municipal or other parking facil- metal and printing shops, each one thousand (t,000) ities which are used to satisfy the warehousing and Indus- square feet of gross fluor area parking requirement must meet the trial uses ofthe building,excludingstor- age area following criteria: The parking facil- ity must be less than one thousand Wireless communication facil- where a monopole is located, (1,000)feet from the proposed devel- ity a minimum of one(l1 parking space shall be required per opment,the distance to be measured monopole in a straight line from the two (2) closest points between the proposed use and the parking facility. ) Qlie parking requirements for the B-5 Dis- f. If using a municipal facility,the owner trichwill be as follows: must purchase parking stickers to satisfy the parking requirement. (1) Nonresidential uses in the B-5 District g. In contrast to all other defined hous- shall not be required to provide off-street ing, types built under the jurisdic- parking since the community will accept tion of the Salem Housing Authority the responsibility for nonresidential park- for elderly and/or handicapped per- ing in this district. sons shall require one-third(60 park- ing space per dwelling unit. Supp. No. 3 30 9.3 Map of Area Salem Parking t\ / 0 </ ti Kiit�bb�fry��istell �«F� §� gyp. Rr / a y- if �! =roarwq�us�rgwprmtr: - BTA LOS .Gp /'-• —_._Wcc• HisY nS�;aicm Sr { EA IN uureStreet np1bytpSHIRG_TONfQS � . FEReRAi ST�- tr"Y l',1911, rat E _-- !fes+ t ��f '6Cut �} GHUR�N'�(' � 4 Salem, M seam Plac ✓�? �" i Ory �o /f`9P Sewall) iS, Greer tiara e �ilr 1 ,HrO•rUn�7/�'a Rrum�ry leystreet I�j�rf�-SS �IM�.A - � r.'uaxLcwa�"nI :.a •�i�j�Ll� ` ?��°. 0pW�'a�$ * Y1 . f E.C H=ow- `T mR F xST r� Crom6R i /'BSg f }wStfe�t T. I BY : r� v ° ` )�i�� $;�y>zpAinw:T:�ma..1{l1 �°oih`m. Derby Lofts 1 xaort m 1 I eSouth Harbor _. �~ NORFAAI!$T Municipal* `X05/ Ga�ragel SLQ 9 Dodge Street HaMW 1 y -- 1'4p� �r.� 'a pp xew__aELt Ile o rl 7 Parking Spac court GEGHEY ST C F Y n Ea'Sfj , yllpH Sri �� lA DERBY LOFTS CONDOMINIUMS 51 Lafayette Street Salem,MA 01970 978-745-2566 (fax)978-744-4632 derbylofts(i0erizon.net March 2, 2009 Danielle McKnight, Staff Planner City of Salem Planning Board 120 Washington St. Salem,MA 01970 Re: Parking Easements Dear Ms. McKnight; Section 9 b. of the Site Plan Review issued by the Planning Board requires Derby Lofts Condominium Association to annually purchase 81 parking passes to provide off street parking for its residents. The requirement to purchase 81 passes can be offset if an owner obtains other long term, off street,parking within 1000 feet of the building. There are unit owners who,when they purchased their unit,purchased a garage space at 9 Dodge St. Court. All seven-garage spaces at 9 Dodge St. Court were purchased by, and are presently owned by,unit owners here at Derby Lofts. In accordance with the directive from the Planning Board, and based on review of the attached information, I am requesting you grant a reduction in the required 2009 pass purchases from 81 to 74. The attached documentation consists of: 1. Easements for the 7 garage spaces at 9 Dodge Street Court. 2. Proof all 7 spaces are within 1000 feet of the building in the form of a letter from Thomas McGrath, Asst. Building Inspector. I am also requesting a letter addressed to Parking Director James Hacker stating you have reviewed the attached information and grant Derby Lofts request to reduce by 7 the number of passes that must be purchased for 2009-2010 from 81 to 74. In addition, should there be a change where any of these 7 spaces is no longer owned by, or assigned to, a resident of Derby Lofts, the Board of Trustees will notify the Planning Board and will provide proof of alternate off street parking or will purchase the required number of additional parking passes to meet the City's requirement of 81 off street parking spaces. Thank you for your help in this matter. TVIXII Kevin J. Gra On-Site Build ager CITY OF SALEM DEPARTMENT OF PLANNING AND ?c, COMMUNITY DEVELOPMENT KIMBERLEY DRISOOLL MAYOR 120 WASHINGTON STREET♦ SALEM,MASSAQiUSETrs 01970 TEL:978-619-5685 ♦FAx:978-740-0404 LYNN GOONIN DUNCAN,AIC' DIRECToR March 5, 2009 Jim Hacker, Director Parking Department 1 New Liberty Street Salem, MA 01970 RE: Parking Pass Requirement for the Derby Lofts Dear Mr. Hacker, The Site Plan Review Decision issued by the Planning Board on July 1, 2003, requires that the Derby Lofts Condominium Association lease 81 parking spaces, equivalent to one and a half parking spaces per residential unit, at the South Harbor Garage until such time as other accommodations may be made. The Derby Lofts Condominium Association has provided the Department of Planning and Community Development with documentation that they have secured seven (7)parking spaces, which meet the parking requirements for the B-5 Zoning District. We are therefore able to grant their request to reduce the number of passes they are required to purchase for the year(April 14, 2009 - April 13, 2010) to seventy-four(74). I can be reached in the Department of Planning and Community Development at 978-619-5685 if you have any questions. Sincerely, 7nr_XA Danielle McKnight Staff Planner Cc: Kevin Grady, Derby Lofts Building Manager g41, CITY OF SALEM � DEPARTMENT OF PLANNING AND fi _ . 'r _61"' COMMUNITY DEVELOPMENT KIMBERLEY DRISCOLL MAYOR 120 WASHINGTON STREET♦ SALEM,MASSACHUSETTS 01970 TEL 978-619-5685 ♦ FAx:978-740-0404 LYNN Goon9N DuNcAN,AICP DIREcFoR April 12, 2010 Jim Hacker, Director Parking Department 1 New Liberty Street Salem, MA 01970 RE: Parking Pass Requirement for the Derby Lofts Dear Mr. Hacker, The Site Plan Review Decision issued by the Planning Board on July 1, 2003, requires that the Derby Lofts Condominium Association lease 81 parking spaces, equivalent to one and a half parking spaces per residential unit, at the South Harbor Garage until such time as other accommodations may be made. The Derby Lofts Condominium Association has provided the Department of Planning and Community Development with documentation that they have secured seven (7) parking spaces, which meet the parking requirements for the B-5 Zoning District. We are therefore able to grant their request to reduce the number of passes they are required to purchase for the year(April 14, 2010- April 13, 2011) to seventy-four (74). Should there be a change where any of these seven spaces is no longer owned by, or assigned to, a resident of Derby Lofts, the Board of Trustees must notify the Planning Board and provide proof of alternate off-street parking, or must purchase the required numbers of additional parking passes to meet the City's requirements of 81 off-street parking spaces. 1 can be reached in the Department of Planning and Community Development at 978-619-5685 if you have any questions. Sincerely, Danielle McKnight Staff Planner Cc: Kevin Grady, Derby Lofts Building Manager DERBY LOFTS CONDOMINIUMS 51 LAFAYETTE STREET SALEM, MA 01970 DERBYLOFTS(a)VERIZON.NET 978-745-2566 April 12, 2010 Ms. Danielle McKnight City of Salem Department of Planning 120 Washington Street Salem,MA 01970 RE: Derby Lofts Condominium, Parking Passes Dear Danielle: As we discussed,this letter shall confirm that the seven parking garages spaces (Dodge Street Court)that reduce the number of required parking pass purchases at Derby Lofts Condominium have not been transferred and remain under the same ownership as in 2009. Thank you for your assistance. Sincerely, Kevin Grady Building Manager Derby Lofts Condominium TrustE 'if C/o Harvest Properties,LLC " E0 441 Main Street,Suite 206 MAR 14 2011 Melrose,MA 02176 DEPT OF PLANNING& COMLIMITY DEW"'LLPMEPIT March 9, 2011 Ms. Danielle McKnight City of Salem Department of Planning 120 Washington St. Salem,MA 01970 Re: Derby Lofts Condominium Parking Passes Dear Ms. McKnight, Please accept this letter as confirmation that the seven parking garage spaces at Dodge Street Court have not been transferred and remain under the same ownership as in 2010. We believ at this should reduce the number of required parking passes that must be purchas b erby Lofts Condominium to seventy-four. *Harve CMCA,AMS , LLC oard of Trustees (P) 781.979.9199 • (F) 781.979.0660 info@harvestprops.com . www.harvestprops.com Derby Lofts Condominium Trust C/o Harvest Properties,LLC 441 Main Street,Suite 206 Melrose,MA 02176A P ,, �� °ED MAR 20 2012 March 19,2012 t*Pr OF PI ;NNin4 Ms. Danielle McKnight City of Salem Department of Planning 120 Washington St. Salem,MA 01970 Re: Derby Lofts Condominium Parking Passes Dear Ms. McKnight, Please accept this letter as confirmation that the seven parking garage spaces at Dodge Street Court have not been transferred and remain under the same ownership as in 2010. We believe that this should reduce the number of required parking passes that must be purchased by Derby Lofts Condominium to seventy-four. Thank you, Rachel Campbell,CMCA,AMS Harvest Properties, LLC On Behalf of the Board of Trustees (P) 781.979.9199 • (F) 781.979.0660 info@harvestprops.com • www.har estprops.com � �oNorgQ.\ CITY OF SALEM v r� DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT KIMBE:RLE:Y DRISCOLL NLIYOR 120\V NA I IINCION S'IRGCT 1 SAL2Ai,MASSACHUSGfIS 01970 '1'ra.:978-619-5685 ♦ fns:978-740-0404 LYNNCOONIN DUNCAN,AICP DIRI:.C1011 March 20, 2012 Jim Hacker, Director Parking Department 1 New Liberty Street Salem, MA 01970 RE: Parking Pass Requirement for the Derby Lofts Dear Mr. Hacker: The Site Plan Review Decision issued by the Planning Board on July 1, 2003, requires that the Derby Lofts Condominium Association lease 81 parking spaces, equivalent to one and a half parking spaces per residential unit, at the South Harbor Garage until such time as other accommodations may be made. The Derby Lofts Condominium Association has provided the Department of Planning and Community Development with documentation that they have secured seven (7) parking spaces, which meet the parking requirements for the B-5 Zoning District. I am in receipt of a letter from Rachel Campbell of Harvest Properties, dated March 19, 2012, confirming that the seven parking spaces have not been transferred and remain under the same ownership as in 2010. We are therefore able to grant their request to reduce the number of passes they are required to purchase for the year (April 14, 2012 - April 13, 2013) to seventy-four (74). Should there be a change where any of these seven spaces is no longer owned by, or assigned to, a resident of Derby Lofts, the Board of Trustees must notify the Planning Board and provide proof of alternate off-street parking, or must purchase the required numbers of additional parking passes to meet the City's requirements of 81 off-street parking spaces. I can be reached in the Department of Planning and Community Development at 978-619-5685 if you have any questions. Sincerely, Danielle McKnight Staff Planner Cc: Rachel Campbell, CMCA, AMS CITY OF SALEM DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT KIMBERLEYDRISCOLL MAYOR 120 WASHINGTON STREET♦ SALEM,MASSACHtrLT S 01970 TEL:978-619-5685 ♦FAx:978-740-0404 LYNw GOOMN DuNcAN,AICP DIRECTOR March 14, 2011 Jim Hacker, Director Parking Department 1 New Liberty Street Salem, MA 01970 RE: Parking Pass Requirement for the Derby Lofts Dear Mr. Hacker: The Site Plan Review Decision issued by the Planning Board on July 1, 2003, requires that the Derby Lofts Condominium Association lease 81 parking spaces, equivalent to one and a half parking spaces per residential unit, at the South Harbor Garage until such time as other accommodations may be made. The Derby Lofts Condominium Association has provided the Department of Planning and Community Development with documentation that they have secured seven (7)parking spaces, which meet the parking requirements for the B-5 Zoning District. We are therefore able to grant their request to reduce the number of passes they are required to purchase for the year(April 14, 2011 - April 13, 2012) to seventy-four (74). Should there be a change where any of these seven spaces is no longer owned by, or assigned to, a resident of Derby Lofts, the Board of Trustees must notify the Planning Board and provide proof of alternate off-street parking, or must purchase the required numbers of additional parking passes to meet the City's requirements of 81 off-street parking spaces. I can be reached in the Department of Planning and Community Development at 978-619-5685 if you have any questions. Sincerely, Danielle McKnight Staff Planner Cc: Rachel Campbell, CMCA, AMS Harvest Properties, LLC Derby Lofts Condominium Trust �{ _ C/o Harvest Properties, LLC ' ` � 1 ` 441 Main Street,Suite 206 MAR 2b 2014 Melrose,MA 02176 DEPT:OF PL W4NING& GOMMLA 1TY DEVELOPMENT March 24,201Y Ms. Danielle McKnight City of Salem Department of Planning 120 Washington St. Salem,MA 01970 Re: Derby Lofts Condominium Parking Passes Dear Ms. McKnight, Please accept this letter as confirmation that the seven parking garage spaces at Dodge Street Court have not been transferred and remain under the same ownership as in 2010. We believe that this should reduce the number of required parking passes that must be purchased y Derby Lofts Condominium to seventy-four. Tha u, Rachel Campbell,CMCA,AMS Harvest Properties,LLC On Behalf of the Board of Trustees (P) 781.979.9199 • (F) 781.979.0660 info@har estprops.com 9 www.harvestprops.com Derby Lofts Condominium Trust "`'''. '°� C/o Harvest Properties, LLC REE ED 441 Main Street,Suite 206 MAR 2$ 2013 Melrose,MA 02176 DEPT.OF PLAN'NNG& OMMUN"DrVELOPMEK_ March 25,2013 Ms. Danielle McKnight City of Salem Department of Planning 120 Washington St. Salem,MA 01970 Re: Derby Lofts Condominium Parking Passes Dear Ms. McKnight, Please accept this letter as confirmation that the seven parking garage spaces at Dodge Street Court have not been transferred and remain under the same ownership as in 2010. We believe that this should reduce the number of required parking passes that must be purcha d by Derby Lofts Condominium to seventy-four. Than ac Ca bell,CMCA,AMS Harvest Properties,LLC On Behalf of the Board of Trustees I (P) 781.979.9199 • (F) 781.979.0660 info@harvestprops.com 9 www.harvestprops.com CITY OF SALEM DEPARTMENT OF PLANNING AND ��iMtr�ron?�" COMMUNITY DEVELOPMENT KIMBERLEYDRISCOLL MAYOR 120 WASHINGTON STREET♦SALEM,MASSACHL)SETTS 01970 TEL:978-619-5685♦FAx:978-740-0404 LYNN GOONIN DUNCAN,AICP DIREOTOR April 8, 2013 Jim Hacker, Director Parking Department 1 New Liberty Street Salem, MA 01970 RE: Parking Pass Requirement for the Derby Lofts Dear Mr. Hacker: In accordance with the Site Plan Review Decision issued by the Planning Board on July 1, 2003, the Derby Lofts Condominium Association is required to lease 81 parking spaces, equivalent to one and a half parking spaces per residential unit, at the South Harbor Garage until such time as other accommodations may be made. The Derby Lofts Condominium Association has provided the Department of Planning and Community Development with documentation that they have secured seven (7)parking spaces, which meet the parking requirements for the B-5 Zoning District. I am in receipt of a letter from Rachel Campbell of Harvest Properties, dated March 25, 2013, confirming that the seven parking spaces have not been transferred and remain under the same ownership as in 2010. We are therefore able to grant their request to reduce the number of passes they are required to purchase for the year(April 14, 2013 - April 13, 2014) to seventy-four (74). Should there be a change where any of these seven spaces is no longer owned by, or assigned to, a resident of Derby Lofts, the Board of Trustees must notify the Planning Board and provide proof of alternate off-street:parking, or must purchase the required numbers of additional parking passes to meet the City's requirements of 81 off-street parking spaces. If you have any questions, I can be reached in the Department of Planning and Community Development at 978-619-5685 or by email at dsexton ccDsalem.com. Sincerely, 7ameSexton Staff Planner Cc: Rachel Campbell, LMCA, AMS Harvest Properties, LLC CITY OF SALEM DEPARTMENT OF PLANNING AND ;-�` COMMUNITY DEVELOPMENT � KINMERLEY DRISCOLL MAYOR 120 WASHINGTON STREET♦SALEM,MASSACHUSETTS 01970 TEL:978-619-5685 ♦FAX:978-740-0404 LYNN GOONIN DUNCAN,AICP DI crm April 8, 2014 Jim Hacker, Director Parking Department I New Liberty Street Salem,MA 01970 RE: Parking Pass Requirement for the Derby Lofts Dear Mr. Hacker: In accordance with the Site Plan Review Decision issued by the Planning Board on July 1, 2003, the Derby Lofts Condominium Association is required to lease 81 parking spaces, equivalent to one and a half parking spaces per residential unit, at the South Harbor Garage until such time as other accommodations may be made. The Derby Lofts Condominium Association has provided the Department of Planning and Community Development with documentation that they have secured seven(7)parking spaces, which meet the parking requirements for the B-5 Zoning District. I am in receipt of a letter from Rachel Campbell of Harvest Properties, dated March 24, 2014, confirming that the seven parking spaces have not been transferred and remain under the same ownership as in 2010. We are therefore able to grant their request to reduce the number of passes they are required to purchase for the year(April 14, 2014 -April 13, 2015)to seventy-four(74). Should there be a change where any of these seven spaces is no longer owned by, or assigned to, a resident of Derby Lofts,the Board of Trustees must notify the Planning Board and provide proof of alternate off-street parking, or must purchase the required numbers of additional parking passes to meet the City's requirements of 81 off-street parking spaces. If you have any questions, I can be reached in the Department of Planning and Community Development at 978-619-5691 or by email at dmenon@salem.com. Sincerely, r-- Dana Menon Staff Planner Cc: Rachel Campbell, CMCA,AMS Harvest Properties, LLC Spl� plans � �� 51�� I La{�aye-Ne �1. -- - ---� � 'f�2RYa.� LoF-�S � I _ � � � ens GC GTR 9.70 9.17 5 SITE PLAN NOTES 9.45 I 0 I� ' i°sr'ruyf�� 9 \\\. \ cesri e.ze 'ari6 GENERA Q � I 1 0.� O b :/ O e.7s. GC a 1 I O \ 1y, 0 DMH �, I car �j `�� "'� \�� \\ y� ANY UNAUTHORIZED (UNAPPROVED) DEVIATIONS IN DESIGN (OR CONSTRUCTION) FROM THIS SITE PLAN SET, SHALL VOID ANY �, II \\ r( Ham. ` x /►/ / \\\ �9_ `sy CERTIFICATIONS OR REPRESENTATIONS MADE RELATIVE TO THIS SITE PLAN SET. FIELD CHANGES MAY BE REQUIRED DURING 1149 +8GG`s i, . 9.35� \�\ \ `�� CONSTRUCTION TO MITIGATE FOR UNEXPECTED/UNPREDICTED ACTUALITIES (FOR EXAMPLE, BUT NOT LIMITED TO: SUDDEN CHANGES IN •� 4 \ -r G'" I ,' f SALEM \\ '� SOIL CONDITIONS, UNEXPECTED PROTRUDING LEDGE, OLD FOUNDATIONS, UNKNOWN AND KNOWN UTILITY LINES, DELAYED CONSTRUCTION,\ \\ 6 CHANGES IN TECHNOLOGY, CHANGES IN OWNER'S NEEDS, ETC.) FIELD MODIFICATIONS OR CHANGES THAT DEVIATE FROM THIS SITE o a 9.t9 l �/ II \ / -•i. Tim - 0.46 GC PT 179 t 99,12 1 F �,r,, LAUNDRY - `\ \ / 6 PLAN SET, REQUIRE APPROVAL OF SCOTT PATROWICZ, P.E. AT LEAST 48 HOURS (MINIMUM) PRIOR TO CONSTRUCTION OF THE ' GC PC913 I �� II OPw°9 PROPOSED CHANGE. SCOTT PATROWICZ. P.E. WILL DETERMINE THE RAMIFICATIONS OF THE PROPOSED CHANGE AND DETERMINE cc Pc ;1 n\ I x/T XH REALTY TRUST. 9.t3 �t ;, i% aaF�'aRsox aooPaR \\ \ WHETHER OR NOT THE PROPOSED CHANGE IS COMPATIBLE WITH THE SITE PLAN. FILED CHANGES MAY REQUIRE CITY APPROVAL WHICH 32 GC BEG III 11 1` 41 1"AYM79 SrRssr tj. \\\ O WILL LIKELY DELAY CONSTRUCTION. PATROWICZ LAND DEVELOPMENT ENGINEERING (PLDE) SHALL NOT BE HELD RESPONSIBLE FOR a ASSESSOR YAP 34, LOT 428 \ 9.za f.,.� 1 l ti \ UNAPPROVED FIELD CHANGES. DEED B00%19628, PACE 98 +9.09CONC 90. 9 �� \\ , \ 7" O 9.61 I I I 1 Q \ N 9C5 DEMOLITIoN GAR S% '\ \ 9,�► ALL DEMOLITION OF STRUCTURES, UTILITY LINES AND OTHER APPURTENANCES SHALL BE SPECIFIED AND PERFORMED BY OTHERS. [- o ws"o �\�\ + 9.a THESE PLANS DO NOT SHOW ALL UTILITY LINES (AND UNDERGROUND CONDUITS) SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE ° O P.N7R ABOVE GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LINES SHOWN ON THESE SITE PLANS ARE w U' YLop 'aw, �� R�� APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION AVAILABLE TO PLDE AT THE TIME OF THE PREPARATION OF THESE SITEo PLANS. PRIOR TO ANY SITE WORK THE SITE CONTRACTOR H I I m / �� \\\ \ SHALL VERIFY EXACT LOCAl10NS, ELEVATIONS AND CONDITION OF ALL MM o I I` b \ �\ UTILITY LINES. PRIOR TO UTILITY CONNECTION, THE SITE CONTRACTOR SHALL VERIFY THAT UTILITIES ARE IN GOOD WORKING ORDER W C EY ot li I� ' I I �, '� O AND ARE MEET gTY/TOWN AND STATE CODES. ADJUSTMENTS TO UTILITIES AND/OR INFRASTRUCTURE (IF REQUIRED) SHALL BE THE � ALL at t b. ,, A I I a // \ <" IBEC RESPONSIBILITY OF THE SITE CONTRACTOR BASED ON THE ACTUAL FIELD LOCATIONS OF UTILITIES/INFRASTRUCTURE. PLDE ASSUMES �j o a &27I \ \ NO RESPONSIBILITY (OR LIABILITY) FOR ANY BROKEN (OR DAMAGED) UTILITY LINES DURING OR FOLLOWING SITE o r` EXCAVATION/CONSTRUCTION. - I I r� I I IASPHALT / / / \\\\\ \ + � PARKING fV (� In 9TR \\� � � PROPOSED SITE UnLInES AND INFRASTRUCTURE � W � 9. f o�� , - \ �� THE FOLLOWING NOTES PERTAIN TO THE UTILITIES OUTSIDE OF THE BUILDINGS. UTILITIES INSIDE THE BUILDING SHALL BE SPECIFIED BY m \\ \ y� OTHERS AND SHALL BE CONSTRUCTED PER THE MOST RECENT BUILDING CODES. n 9s, I II Z GC 9.A CIR ALL CONSTRUCTION. �` .+ "�`�' �\ \ m CONSTRUCTION METHODS, INSTALLATIONS AND MATERIALS OF ALL INFRASTRUCTURE AND UTILITY LINES SHALL to aD cc II I I I I I I CONFORM TO THE MOST RECENT BUILDING CODES. MASS. HIGHWAY DEPT. SPECIFICATIONS AND CITY/TOWN DPW. ENGINEERING, WATER, r` j+(�T a �'° \ \\ DRAINAGE AND SEWER DEPT. REGULATIONS AND SPECIFICATIONS. FINAL LOCATIONS AND INSTALLATION OF ANY NEW (AND/OR � o a REPAIRED) UTILITY LINES ARE SUBJECT TO THE APPROVAL FROM THE CITY/TOWN AND/OR RESPECTIVE UTILITY COMPANY. PERMIT'S n w „ w FOR CONSTRUCTION (AND/OR REPAIR) SHALL BE ACQUIRED BY THE SITE CONTRACTOR. w „ Z 9�9 PRIOR TO WORKING INSIDE ANY ROAD RIGHT OF WAY, THE SITE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS TO PERFORM SUCH x w O GC�END WORK. THE SITE CONTRACTOR SHALL CONTACT DIG-SAFE ® 1-888-344-7233 AND/OR THE RESPECTIVE U11UTY COMPANY PRIOR TO a o = COMMENCING ANY UTILITY AND/OR EXCAVATION AND/OR DEMOLITION WORK. a T I I so WC I gs / 3��5� / \ � \s: I � , 'a� \ THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE DESIGN ENGINEER FOR APPROVAL PRIOR TO ORDERING THE II I I ag.gERER ;ao .� �\ \� 9� 1 STRUCTURES, MANHOLES, TANKS, PUMPS, RIMS, PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS. ,0.31 TTET -� II' / / , \ \\\ ' THE SITE CONTRACTOR SHALL LOCATE THE EXISTING WATER MAIN AND WATER SERVICES PRIOR TO "�+p+ — J� I ' / j \\\ \ CONSTRUCTION. ANY WATER LINE CONSTRUCTION SHALL COMPLY WITH THE CITY/TOWN DPW, WATER DEPT. AND ENGINEERING DEPT. '85 560 9E5 SPECIFICATIONS. ' MINIMUM EARTH COVER OVER PIPES IS FIVE (5) FEET. _ • THE SITE CONTRACTOR SHALL LOCATE THE EXISTING WATER MAIN PRIOR TO CONSTRUCTTOM. ANY 6.90 5 \ I I I I 1 ,� \ \ \\ WATER CONSTRUCTION SHALL COMPLY WITH CITY (TOWN) FIRE DEPT., WATER DEPT., AND ENGINEERING DEPT. SPECIFICATIONS. FINAL O LOCATION OF HYDRANTS (OR PIV VALVES) SHALL BE SPECIFIED BY THE CITY/TOWN WATER DEPT. MINIMUM EARTH COVER OVI'ER PIPES \� II azo 1 I Q `� /- UTILIZE EXISTING SEWER LATERAL FOR PROPOSED SEWER FROM BUILDING. CONTTRACTOR TO VERIFY LOCATION, `p 6T" ' �\ �� G IS FIVE (5) FEET. SIZE, SLOPE AND CONDITION BEFORE CONNECTION TO EXISTING SEWER LATERAL MINIMUM SIZE SHALL BE \ I AB's 8-INCHES WITH A TWO PERCENT PITCH TOWARDS THE EXISTING SEWER MANHOLE. INVERT OF EXISTING SEWER \� 9.7 �, \ 8 PSC SIMIM' THE CONTRACTOR SHALL LOCATE THE EXISTING GAS LINE PRIOR TO ANY CONSTRUCTION. IF GAS CONNECTIONS ARE d 1 I I I I R SaAER / LATERAL SHALL 8E ONE-FOOT ABOVE.FLOW UNE OF EXISTING 48-INCH TRUNK TUNE. IF EXISTING SEWER J', � �\ \ REQUIRED THEN FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS TO BE SPECIFIED BY BOSTON GAS COMPANY, 100 n" + LATERAL DOES NOT MEET THIS AND OTHER CITY SPECIFICATIONS, A NEW SEWER' LATERAL SHALL BE INSTALLED. / �; Q \\\ COMMERCIAL STREET, MALDEN, MA 02148, CONTACT: COLLEEN LOVE (617) 723-5512 EXT. 6334. SEE PLUMBING DRAWINGS AND SPECIFICATIONS FOR NEW SEWER WORK. �• \ y/ SYT ' F r► \\\ \ \ O : THE CONTRACTOR SHALL LOCATE ALL EXISTING SEWER LATERALS AND DETERMINE THE PHYSICAL. R*Z O ' I INSTALL VGC WITHIN $ � \ \\ \ CONDITION OF THOSE LATERALS. IF THE.EXISTING LATERALS MEET CURRENT CITY/TOWN SPECIFICATIONS AND CURRENT BUILDING I B;N II ROAD RIGHT OF WAY TO \ 'G \ \\ THEN " I I I \ CODES. EN THE EXISTING LA11RAL(S) SHALL BE CONNECTED TO THE BUILDING. SEWER LATERALS SHALL BE 8 MINIMUM DIIAMETER I I I I \I LOCUS MATCH EXISTING VGC \ \ \\\\ \ PVC SDR-35 WITH A MINIMUM SLOPE OF 2.0% (SELF-CLEANING VELOCITY) UNLESS OTHERWISE NOTED. \ 2 w r ��+ PER CITY P.Y,9 x/r oxacrxa.vasa RaALrY rRvsr SPECIFICATIONS TYP. \\\ 6� rarArarra srRaar \ IF REQUIRED. THE SIZE CONTRACTOR SHALL REMOVE EXISTING SEWER LINES WHERE NECESSARY WITHIN THE SAME TRENCH AS; THE NEW I \ I ASSESSOR'S YAP 34, LOT 488 6.97 0 y I' SEWER LATERAL U11UlY LINE(S). I s �- DaSD BOOS 17888, PACs f81 NEW \ \ P.YTT: n e» ISI - 111 ,0 1 \ I PL"BOO K207o.PL "c 2 • 9\DMH \ \\\ .. Al4 LOCUS ARE RBS R=5' �' \ \ INSTALL ONE NEW DRAINAGE MANHOLE, AND DRAINAGE PIPES AS SHOWN ON THESE SITE PLANS IN eII \ \� \\\ \ ACCORDANCE WITH CITY TOWN AND STATE MHD SPECIFICATIOMS. DRAINAGE PIPES SHALL BE 12" MINIMUM DIAMETER PVC SDIR 35 P°o ` Ii' ��'` I O RELOCATE PARKING UNLESS OTHERWISE NOTED. THE CONNECTION TO THE EXISTING CITY DRAIN SHALL BE A SADDLE-TYPE CONNEC11ON PER CITY OF R MOVE EXIS11 & LIGH POLE�AND' I I 'I METERS AND t, ONC ��1`� g \\ ` \ SALEM SPECIFICATIONS. x� \ R PLAC WITH �I DOUB -HE DED . z RE-ALIGN PARKING C R=5• / FASB \\\ �\ N v 1 HI T0,I AL LIGHTr SEE LECTRICAL �� a+3 °'R SPACES. PAINT \ �'�■ \ 1O� THE NEW DRAINAGE MANHOLE STRUCTURE SHALL BE INSTALLED ON STABLE EARTH (AND/OR A SOLID FOUNDATION AS SPECIFFIED BY A8.77 ■'O N STEPS D CUM 15 1YF�. \\ PARKING STRIPS ' / \ .a � �c I I 1 7.92 6 I tJ! j1 / .pEtP \ �g r GEOTECHNICAL ENGINEER). ANY DRAINAGE STRUCTURES SHALL NOT BE ALLOWED TO SETTLE. STRUCTURES INSTALLED ON UINSUITABLE I \ ' � . �c� MATERIAL (WITHOUT THE PROPER FOUNDATION/PILE) SHALL BE DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY (OF THE E 'v O 0 °OOPMTR .- w ;'_ \\ \VIN \.'�\\ SITE CONTRACTOR TO REPAIR OR REPLACE. O ■ 1, .- THE SITE CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO THE INSTALLATION OF NEW DRAINAGE LINES AND STRUCTURES.. THE v + I I ' ' 1 �, �m \ \ \\ SITE CONTRACTOR SHALL CLEAN AND REPAIR (IF REQUIRED) EXISTING STRUCTURES IN ORDER TO INSTALL NEW DRAIN LINES. SUMPS ■ P.Y'dtJ O O , ,> \REMOVE EXISTING VGC, i 9 OF EXISTING STRUCTURES SHALL BE CLEANED PRIOR TO ANY WORK. SUMPS OF NEW AND EXISTING STRUCTURES SHALL BE CLEANED II T ATCH NEW VGC TO '\\ \ FOLLOWING COMPLETION OF SITE WORK. O j I ' TBM#4 11 ' # 'I R=10 SIZE, DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY THE MASSACHUSETTIS _ _weraR— 6 -- IS11NG VGC, INSTALL \ I I I I I r HANDICAP RAMPS, E� \� F1 F�?RlrAiR�I FINAL LOCATION, E, a� ELECTRIC COMPANY, 170 MEDFORD STREET, MALDEN, MA 02148-7384, CONTACT: DAN CAMERON (781) 388-5367. 04 I IN TALL NEW CONCRETE C DHS r SIDEWALK, ADJUST TWO �" WATE GATES AS / �\ • FINAL LOCATION SIZE DEPTH AND TYPE OF MATERIALS ARE TO SPECIFIED BY BEL v BE L A11AN11C. 459 MAIN v ASPHALT REQUI\ED STREET, SAUGUS, MA 01902, CONTACT. DINO IMBERGAMO (617) 381-6403. - PARKING I eso I I o ' ' � � � � � BOLLARDS NEXT TOTYP � (/) ` EXISTING COLUMNS \\ O O I ' I b ' S iFIRF' At�r�u: FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY OTHERS. v o Toil .. ONC0.] r .rC >.:. ', - ` - -1-, o• 9.9x0 I y b lyl 956 Fs GON RE i FOUR EXTERIOR LIGHTS AS SHOWN ON THIS SITE PLAN SHALL BE PERIOD LIGHTING AND INSTALLED PER CITY j\ M P.M 1R I2c R=40' g. / SPECIFICATIONS AS REFERENCED ON THE ELECTRICAL PLAN(S). o ,0.39 I -,- NO PARKING AREA / v 991(9� 9.96 9 7 I I ' ' � / r �. ' R-2. (PAINTED ON CONC. PAVEMENT) - /// +°P6 "j +' RGC RX ET I I Jac W. / / STEPS I O GTR I\ T 60 // 6'(WHIN QTY STREET R.O.W.) I d R=5' « i'',Lr/, , gp0',' 9 ® TRANSITION VGC PROPOSED NEW DRAINAGE MANHOLE (DMH) AND 12" � SIDEWALK 4"(oRlvE-THRu) BIT. CONC. Q Q � -}- / BINDER COURSE LO DRAIN UNE PER CITY SPECS. CONTRACTOR SHALL � � DETERMINE FINAL LOCAl10N, SIZE AND INVERTS i BIT. CONC. TATS — — „vGG ;., VGC FLUSH WITH ��/��/��/��/��/��/��/�/�/ 6" MAX. TOP COURSE BASED ON EXISTING INVERTS AND PROXIMITY OF v t CONCRETE PAVEMENT / i//\//\//\��\//\//\//\//\/: 3" MIN. 9.66 CR AND CONCRETE WALK OTHER EXISTING UTILITY LINES. \ I I I I _--: " FFE=9.65 .\ � ._ :._. a z �o - P.Y� YT9 °o• a _ �-�__ Q m :y=•:tom: :; , II I I R 5 TRANSITION VGC _ I _ OHS q ISI O ly I I —III Q . '•; i''•`;' COMPACTED GRAVEL N t .;•_ TBM#2 r >l i a `''' : 't :BASE_ - # I� Say► — o ~ ' _ .- , ;,CEMENT`;:y• t..� -, C) -p' (n a) -III .O _CONCRETE.'-+=r � - - - 6) i t: ritj� S y' 0 - V - NOTEs I I— :oo�QJ _ _ — I—III—I I—III- 1. LOCUS IS SHOWN ON SALEM ASSESSORS MAP 34, LOT 485. —III p Q 2. PROPERTY LINE AND TOPOGRAPHY PER ACTUAL ON-THE-GROUND COMPACTED FIRM —III I+ ' SURVEY BY NORTH SHORE SURVEY CORPORATION, MARCH, 2003. STABLE SUBBASE III=— - a _�� 3. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON NGVD OF 1929. THE BENCHMARK FOR VERTICAL CONTROL (NOT SHOWN ON THIS PLAN) a IS A USCS&GS STANDARD TIDAL MARK DISK SET VERTICALLY IN THE NOTES: WALL OF THE SOUTHEAST CORNER OF THE U.S.CUSTOM HOUSE ON 1. VERTICAL GRANITE CURB TYPE VA-4 18" DEPTH x 6" THICKNESS. -� DERBY STREET, ELEVATION 13.695(NGVD). 2. BIT. CONC. IS NOT TO BE USED AS A SUBSTITUTE FOR CEMENT (n CONCRETE. 4. TEMPORARY BENCHMARKS HAVE BEEN SURVEYED ON THE LAND 3. MORTAR JOINTS BETWEEN INDIVIDUAL CURB STONES. BASED ON THE PERMANENT BENCHMARK REFERENCED IN NOTE 3, AS 4. PER MDPW STANDARDS 106.3.0. FOLLOWS: 5. CURB REVEAL = 6" 0-.m TBM 1: ELEVAl10N=9.48 DRILL HOLE SET 6. ALL SLOPED GRANITE EDGING SHALL BE LAID AT O TBM 2: ELEVATION=9.17 DRILL HOLE SET GRAPHIC SCALE THE SAME ANGLE THROUGHOUT THE ENTIRE PROJECT. n Z TBM 3: ELEVATION=11.37 DHSB TBM 4: ELEVATION=8.73 DRILL HOLE SET o ,o VERTICAL GRANITE CURB DETAIL Not To Scale J 5. PROPERTY LINE REFERENCES: (A) PLAN BOOK 117, PLAN 60, PLAN11 V ! DATED MARCH, 1970 (B) REGISTERED PLAN 13813 A-2 WITH 1-1 1117-1 F_77711 CERTIFICATE 8626 PLAN DATED FEBRUARY, 1930. (C) PLAN BOOK 215, ( IN FEET ) PATROWICZ PLAN 90, PLAN DATED APRIL 29, 1986, (D) PLAN BOOK 207, PLAN 22, 1 inch = '10 it v LAND DEVELOPMENT ENGINEERING '� PLAN DATED JANUARY 23, 1986. 60 Washington Street, Salemi, MA 01970 111112 (978)745-2288 ----T _7 \ I I GC° 9.17 1 I ar. a ' GTR GC se" �M �G� °' �. SITE PLAN NOTES I I I ^ _✓ `}1 6>t I T. CBSN 9.25 10.51 S \ ✓ NF j j 1145 C4 G."L I I hl /O i5 IST FLR ��p�� ' v 0 n ` a 1 07 sj �Ti�L3LL]OV 5 ` \O � 8.96 I 0�9 G R °tic, ANY UNAUTHORIZED (UNAPPROVED) DEVIATIONS IN DESIGN (OR CONSTRUCTION) FROM THIS SITE PLAN SET, SHALL VOID ANY crn r. II \ ° \ x x� f cc eND\ \\\ �9� �So ` CERTIFICATIONS OR REPRESENTATIONS MADE RELATIVE TO THIS SITE PLAN SET. FIELD CHANGES MAY BE REQUIRED DURING Ic8-95s = 9.35 \\� �39 �i CONSTRUCTION TO MITIGATE FOR UNEXPECTED/UNPREDICTED ACTUALITIES (FOR EXAMPLE, BUT NOT LIMITED TO: SUDDEN CHANGES IN 8,49 +°c I SAE °NC \\ \+ 9Cp SOIL CONDITIONS, UNEXPECTED PROTRUDING LEDGE, OLD FOUNDATIONS, UNKNOWN AND KNOWN UTILITY LINES, DELAYED CONSTRUCTION, \\ \ \ CHANGES IN TECHNOLOGY, CHANGES IN OWNER'S NEEDS, ETC. FIELD MODIFICATIONS OR CHANGES THAT DEVIATE FROM THIS SITE 9.49 � ) 0 i I I � Ry �\ \ 982 PLAN SET, REQUIRE APPROVAL OF SCOTT PATROWICZ, P.E. AT LEAST 48 HOURS (MINIMUM) PRIOR TO CONSTRUCTION OF THE 9.a6 GC PT TM„ L n //��J�H 1 �.�, 12tN NP GC PC GC PC II I\'\\ 1 �/ OP9N8TR I \ \\ \\� PROPOSED CHANGE. SCOTT PATROWICZ, P.E. WILL DETERMINE THE RAMIFICATIONS OF THE PROPOSED CHANGE AND DETERMINE 6 j� \ I N/F JCH REALTY TRUST, WHETHER OR NOT THE PROPOSED CHANGE IS COMPATIBLE WITH THE SITE PLAN. FILED CHANGES MAY REQUIRE CITY APPROVAL WHICH JEFFERSON HOOPER 932 GC 0EG I I I I I I� I41 LAFAYETTE STREET fJ+� \\ O WILL LIKELY DELAY CONSTRUCTION. PATROWICZ LAND DEVELOPMENT ENGINEERING (PLDE) SHALL NOT BE HELD RESPONSIBLE FOR D 0 I R ASSESSOR'S YAP 84, LOT 429 y \\ 9D2 ' UNAPPROVED FIELD CHANGES. II II I I ItJ " j I I I 9.os DEED BOOS 18629, PAGE 86 +coat C+G� j I� I I I I I lr O BEs \\\ (D �, �N BES DEMOLITION s= o� I9.07 �', \ \ ,,`'�,� ALL DEMOLITION OF STRUCTURES, UTILITY LINES AND OTHER APPURTENANCES SHALL BE SPECIFIED AND PERFORMED BY OTHERS. E-+ o DAR FLR m 1 I I I I 8.66 D -211\�'\ p R:u;R THESE PLANS DO NOT SHOW ALL UTILITY LINES (AND UNDERGROUND CONDUITS) SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE w �° I I I � \ \\ ABOVE GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LINES SHOWN ON THESE SITE PLANS ARE o �I I I 11;75 ccsBEc APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION AVAILABLE TO PLDE AT THE TIME OF THE PREPARATION OF THESE SITE H - O KLOP i I o PLANS. PRIOR TO ANY SITE WORK THE SITE CONTRACTOR SHALL VERIFY EXACT LOCATIONS, ELEVATIONS AND CONDITION OF ALL MM O j of \ \ \ \ s.,D W o I c m t7 r'�- \\ SMN UTILITY LINES. PRIOR TO UTILITY CONNECTION, THE SITE CONTRACTOR SHALL VERIFY THAT UTILITIES ARE IN GOOD WORKING ORDER y �I III t, ^a �6's \ AND ARE MEET CITY/TOWN AND STATE CODES. ADJUSTMENTS TO UTILITIES AND/OR INFRASTRUCTURE (IF REQUIRED) SHALL BE THE �N "' 0) ALL r r / cc BEG RESPONSIBILITY OF THE SITE CONTRACTOR BASED ON THE ACTUAL FIELD LOCATIONS OF UTILITIES/INFRASTRUCTURE. PLDE ASSUMES W C ^rn, ,� GTR I \ \ NO RESPONSIBILITY (OR LIABILITY) FOR ANY BROKEN (OR DAMAGED) UTILITY LINES DURING OR FOLLOWING SITE o -9!4 _ 069 / �\ \ EXCAVATION/CONSTRUCTION. w °C ASPHALT PARKING a C-4 L c 1 CTR PROPOSED SITE UTILITIES AND INFRASTRUCTURE W -' \ I 1- II j I 90o a °°y THE FOLLOWING NOTES PERTAIN TO THE UTILITIES OUTSIDE OF THE BUILDINGS. UTILITIES INSIDE THE BUILDING SHALL BE SPECIFIED BY w o 9.Orn2 D-�YEL / fl67 / \ \�, �'�yc, °�'FOTHERS AND SHALL BE CONSTRUCTED PER THE MOST RECENT BUILDING CODES. n I m \ GC OP CBSN j II I BES / / �- \�\ \ ��B ALL CONSTRUCTION, CONSTRUCTION METHODS, INSTALLATIONS AND MATERIALS OF ALL INFRASTRUCTURE AND UTILITY LINES SHALL n cn 00 8.53 t/1 \ \\ 99-51 I �I I I I ' I / / 1 `\a \ CONFORM TO THE MOST RECENT BUILDING CODES, MASS. HIGHWAY DEPT. SPECIFICATIONS AND CITY/TOWN DPW, ENGINEERING, WATER, n - I I D / / cc CBSN D \\� II I c I / / \\\ \\ DRAINAGE AND SEWER DEPT. REGULATIONS AND SPECIFICATIONS. FINAL LOCATIONS AND INSTALLATION OF ANY NEW (AND/OR co o rn REPAIRED) UTILITY LINES ARE SUBJECT TO THE APPROVAL FROM THE CIN/TOWN AND/OR RESPECTIVE UTILITY COMPANY. PERMITS r- 9.55 P 1 I j L"J f FOR CONSTRUCTION (AND/OR REPAIR) SHALL BE ACQUIRED BY THE SITE CONTRACTOR. 0 E-1Z W Ro X 930 / PRIOR TO WORKING INSIDE ANY ROAD RIGHT OF WAY, THE SITE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS TO PERFORM SUCH 0 o N' cC END WORK. THE SITE CONTRACTOR SHALL CONTACT DIG-SAFE ® 1-888-344-7233 AND/OR THE RESPECTIVE UTILITY COMPANY PRIOR TO I o COMMENCING ANY UTILITY AND/OR EXCAVATION AND/OR DEMOLITION WORK. N 9. RET 20 \ a P \ fl03 I l + 50"° / /ER ��.. > THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE DESIGN ENGINEER FOR APPROVAL PRIOR TO ORDERING THE UL34 - � sa s_ \\ �/ 9 1 STRUCTURES, MANHOLES, TANKS, PUMPS, RIMS, PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS. _ IIA 44 -j I b I 9� �S \\ OP\ DOMESTIC WATER SERVICE THE SITE CONTRACTOR SHALL LOCATE THE EXISTING WATER MAIN AND WATER SERVICES PRIIOR TO HYD _ -� j I CONSTRUCTION. ANY WATER LINE CONSTRUCTION SHALL COMPLY WITH THE CITY/TOWN DPW, WATER DEPT. AND ENGINEERING DEPT. BES \ \ u m � m b 0.6G \\� \ SPECIFICATIONS. MINIMUM EARTH COVER OVER PIPES IS FIVE (5) FEET. + \ � I I N + P4, z J - \ \ \\ �° OR:M;R LOCATE THE EXISTING WATER MAIN PRIOR TO CONSTRUCTION. ANY z '7a1 12 DRAT \� \ 9,19 \ \ FIRE PROTECTION WATER SERVICE: THE SITE CONTRACTOR SHALL° , o . �; \ wG \\\a j WATER CONSTRUCTION SHALL COMPLY WITH CITY (TOWN) FIRE DEPT., WATER DEPT., AND ENGINEERING DEPT. SPECIFICATIONS. FINAL + j jj I`� LOCATION OF HYDRANTS (OR PIV VALVES) SHALL BE SPECIFIED BY THE CITY/TOWN WATER DEPT. MINIMUM EARTH COVER OVER PIPES O j 1 to 9.25 B �✓ i 9.26 IS FIVE (5) FEET. \-,/-II 0.76 / UTILIZE EXISTING SEWER LATERAL FOR PROPOSED SEWER FROM BUILDING. CONTRACTOR TO VERIFY LOCATION, DP +GTR - '� tigC �,�G) GTR °�` SIZE, SLOPE AND CONDITION BEFORE CONNECTION TO EXISTING SEWER LATERjAL. MINIMUM SIZE SHALL BE / \ .� \ \ l 8-INCHES WITH A TWO PERCENT PITCH TOWARDS THE EXISTING SEWER MANHOLE. INVERT OF EXISTING SEWER GAS SERVICE THE CONTRACTOR SHALL LOCATE THE EXISTING GAS LINE PRIOR TO ANY CONSTRUCTION. IF GAS CONNECTIONS ARE � � \ LATERAL SHALL BE ONE-FOOT ABOVE FLOW LINE OF EXISTING 48-INCH TRUNJK LINE. IF EXISTING SEWER \\ \ REQUIRED THEN FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS TO BE SPECIFIED BY BOSTON GAS COMPANY, 100 TN L s3 LATERAL DOES NOT MEET THIS AND OTHER CITY SPECIFICATIONS, ANEW SEWER LATERAL SHALL BE INSTALLED. COMMERCIAL STREET, MALDEN, MA 02148, CONTACT: COLLEEN LOVE (617) 723-5512 EXT. 6334. °MH \ j II SEE PLUMBING DRAWINGS AND SPECIFICATIONS FOR NEW SEWER WORK. s \\\ \ \ O ,6, \\\ \ 1O THE CONTRACTOR SHALL LOCATE ALL EXISTING SEWER LATERALS AND DETERMINE THE PHYSICAL <11 RET 1 �l� I I INSTALL VGC WITHIN �� \� \\\\ \� CONDITION OF THOSE LATERALS. IF THE EXISTING LATERALS MEET CURRENT CITY/TOWN SPECIFICATIONS AND CURRENT BUILDING I `ted I B;NB L I ROAD RIGHT OF WAY TO ft Gs, \\\ \ \ CODES, THEN THE EXISTING LATERAL(S) SHALL BE CONNECTED TO THE BUILDING. SEWER LATERALS SHALL BE 8" MINIMUM DIAMETER j + LOCUS MATCH EXISTING VGC t `' \\ PVC SDR-35 WITH A MINIMUM SLOPE OF 2.0% (SELF-CLEANING VELOCITY) UNLESS OTHERWISE NOTED. B 52 m I N CONIC+ \\ \ \ \\ i PSR CITY j \ Q PM°R i; NIP ONE ENGINE HOUSE REALTY TRUST SPECIFICATIONS TYP. R \\ \� .� 61 LAFAYETTE STREET \\ \ IF REQUIRED, THE SITE CONTRACTOR SHALLREMOVE EXISTING SEWER LINES WHERE NECESSARY WITHIN THE SAME TRENCHAS THE NEW ASSESSOR'S YAP 84, LOT 485 \ \ U) \ R 5 \ g\ NEW \\\\\ \ SEWER LATERAL UTILITY LINE(S). � I j �' 1 II DEED BOOS 17888. PAGE 181 \ P.MTRQ+ !+ ' j d I. PLAN BOOS 207. PLAN 22 b yl Locus AREA = 0.4etacREs DMH \R=S. INSTALL ONE NEW DRAINAGE MANHOLE, AND DRAINAGE PIPES AS SHOWN ON THESE SITE PLANS IN �'o \ \\\\ ACCORDANCE WITH CITY/TOWN AND STATE MHD SPECIFICATIONS. DRAINAGE PIPES SHALL BE 12" MINIMUM DIAMETER PVC SDR 35 6 , II j�j I O RELOCATE PARKING c�N ZO STB \\�;� \ UNLESS OTHERWISE NOTED. THE CONNECTION TO THE EXISTING CITY DRAIN SHALL BE A SADDLE-TYPE CONNECTION PER CITY OF s� R MOVE EXISTING LIGH POLE ANDI METERS AND . VCc C s \ SALEM SPECIFICATIONS. 4 1\ R PLC WITH t.j DOUB -HE.- DED I z I T SPACES.NPA NT TNG R=5 i �v� \\ `\ N ._ HI TORLL LIGHT SEE LECTRICAL 11 \ �, THE NEW DRAINAGE MANHOLE STRUCTURE SHALL BE INSTALLED ON STABLE EARTH (AND/OR A SOLID FOUNDATION AS SPECIFIED BY A \ d �� PARKING STRIPS �N \ •" STEPS 0.7 7 D CUM TS TYF�. 1 I �7■ I 1 W pRp \� �Q :- GEOTECHNICAL ENGINEER). ANY DRAINAGE STRUCTURES SHALL NOT BE ALLOWED TO SETTLE. STRUCTURES INSTALLED ON UNSUITABLE -� , I I CBSN D , ~ E j j CONGR�. 12 \ a �� MATERIAL (WITHOUT THE PROPER FOUNDATION/PILE) SHALL BE DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE U O DMH I ' I "1 (Do. -II ORS � \ SITE CONTRACTOR TO REPAIR OR REPLACE. O d 9.20 � THE SITE CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO THE INSTALLATION OF NEW DRAINAGE LINES AND STRUCTUIRES. THE v DON° F` ✓ B.BS II . - ■ + O - I , DYEL I I ' I ��, gym. \� SITE CONTRACTOR SHALL CLEAN AND REPAIR (IF REQUIRED) EXISTING STRUCTURES IN ORDER TO INSTALL NEW DRAIN LINVES. SUMPS C PM3 _ _ \REMOVE EXISTING VGC, OF EXISTING STRUCTURES SHALL BE CLEANED PRIOR TO ANY WORK. SUMPS OF NEW AND EXISTING STRUCTURES SHALL BE CLEANED MATCH NEW VGC TO G'\\ \ FOLLOWING COMPLETION OF SITE WORK. O ■ R=10' E;ISIING VGC, INSTALL TBM#4 \ �( j j I II HANDICAP RAMPS, �\\ Fi FC?R_ICAI CFR%R FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY THE MASSACHUSETTS -WATER- s - - - - - +PL II � � INS\TALL NEW CONCRETE \°� ( ) V) 8.90 ELECTRIC COMPANY, 170 MEDFORD STREET, MALDEN, MA 02148-7384, CONTACT: DAN CAMERON 781 388-5367. -- I j I I j I 0.73 �• SIDEWALK, ADJUST TWO \ WATER GATES AS / \ ' 1O I I j I Co p�% ' � � REQUIRED �� \ FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY BELL ATLANTIC„ 459 MAIN ■� � ASPHALT j I ' i BOLLARDS NEXT TO \ � STREET, SAUGUS, MA 01902, CONTACT: DINO IMBERGAMO (617) 381-6403. �■■ PARKING � 617 PL j j I w l r Y EXISTING COLUMNS IYP. \ O O n 1 \S FIRE �Bl4: FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY OTHERS. aD o °+ J NJ Lri 9.020 j y I'i I +B50 I CRE EXTERIOR LIGHTING; FOUR EXTERIOR LIGHTS AS SHOWN ON THIS SITE PLAN SHALL BE PERIOD LIGHTING AND INSTALLED PER CITY - M P.MTR b1 pj a r `(, O P.MTR Ibl I ' 0760 R=40' C'ON $ , SPECIFICATIONS AS REFERENCED ON THE ELECTRICAL PLAN(S). 1039 C -x. I I Z I- -{-..9' NO PARKING AREA f +oP° .Q ,.Q J I BRK B ' j ' ' I 11�, R=2' (PAINTED ON CONIC. PAVEMENT) i % L a0i RET j -�, RET cc RK BLD L r- I I I I I 1 c R C p / 6"(MATHIN CITY STREET R.O.W.) I STEPS j j I O R-5 % pp �-°�6® TRANSITION VGC PROPOSED NEW DRAINAGE MANHOLE (DMH) AND 12" SIDEWALK 4'(DRIVE-(DRIVEBIT. CONIC. Q Q N �2 g BINDER COURSE DRAIN LINE PER CITY SPECS. CONTRACTOR SHALL I j -- DETERMINE FINAL LOCATION SIZE AND INVERTS i / / / / / BIT. CONC. 0 j - _IiATI - - - - p VGC FLUSH WITH BASED ON EXISTING INVERTS AND PROXIMITY OF ��/��/��/��/��/��/��/��/��/� 6" MAX. TOP COURSE II I GAS - I OTHER EXISTING UTILITY LINES. / �// // // // // �/ // // W 3" MIN. � M - n vp � CONCRETE PAVEMENT � � � � � �� \ - j I z NGRE AND CONCRETE WALK \ / ��/��/��/��/��/��/��/�/ 4. I 1 j j n1 Gp j /��/\/��/ / //� z w QZ I /1 at FFE=9.65 _ M o P:MBTRv �64 < \ -) I O• ?; 0 � I Ij R 5' \ TRANSITION VGC MTR � ef'••• _ I I , 9.17 10.35 DHS m j� I b 1 - f \ \ '4•i• -�-fr•!.' _ COMPACTE R VEL - BRK BLDG y�i I-YI �j R 1 R 40 -� - - ?_ CN - TBM 2 c jjj S�► o - ` , '' - I _CONCRETE,-;•,_ O Cr NOTES I_i=:_o -0 1-i 1=1 11=111- Dr 1. LOCUS IS SHOWN ON SALEM ASSESSORS MAP 34, LOT 485. _ ��_ i I-I�I COMPACTED FIRM 2. PROPERTY LINE AND TOPOGRAPHY PER ACTUAL ON-THE-GROUND SURVEY BY NORTH SHORE SURVEY CORPORATION, MARCH, 2003. 1 STABLE SUBBASE WN ON THIS PLAN ARE BASED ON NGVD OF 1929. 3. ELEVATIONS SHO ' �I I I I�I -II THE BENCHMARK FOR VERTICAL CONTROL (NOT SHOWN ON THIS PLAN) IS A USCS&GS STANDARD TIDAL MARK DISK SET VERTICALLY IN THE WALL OF THE SOUTHEAST CORNER OF THE U.S.CUSTOM HOUSE ON NOTES (D1. VERTICAL GRANITE CURB TYPE VA-4 18" DEPTH x 6" THICKNESS. DERBY STREET, ELEVATION 13.695(NGVD). 2. BIT. CONIC. IS NOT TO BE USED AS A SUBSTITUTE FOR CEMENT (n CONCRETE. 4. TEMPORARY BENCHMARKS HAVE BEEN SURVEYED ON THE LAND 3. MORTAR JOINTS BETWEEN INDIVIDUAL CURB STONES. _0 BASED ON THE PERMANENT BENCHMARK REFERENCED IN NOTE 3, AS 4. PER MDPW STANDARDS 106.3.0. 0 5. CURB REVEAL = 6" Q TBMFOLLO1W ELEVATION=9.48 DRILL HOLE SET 6. ALL SLOPED GRANITE EDGING SHALL BE LAID AT O 0 TITHE SAME ANGLE THROUGHOUT THE ENTIRE PROJECT. TBM 2: ELEVAON=9.17 DRILL HOLE SET z GRAPHIC SCALE TBM 3: ELEVATION=11.37 DHSB TBM 4: ELEVATION=8.73 DRILL HOLE SET 10 0 5 10 20 40 VERTICAL GRANITE CURB DETAIL Not To Scole 5. PROPERTY LINE REFERENCES: (A) PLAN BOOK 117, PLAN 60, PLAN DATED MARCH, 1970 (B) REGISTERED PLAN 13813 A-2 WITH ti CERTIFICATE 8626 PLAN DATED FEBRUARY, 1930, (C) PLAN BOOK 215, ( IN FEET ) PATROWICZ PLAN 90, PLAN DATED APRIL 29, 1986, (D) PLAN BOOK 207, PLAN 22, 1 inch = 10 ft LAND DEVELOPMENT ENGINEERING PLAN DATED JANUARY 23, 1986. 60 Washington Street, Salem, MA 01970 C1 m 2 (978)745-2288 i L__ I _ _ I 902 INSTALL VGC WITHIN VSB RET I I \'ted 6 II ROAD RIGHT OF WAY TO IN L \ all \ \\\ \ ROOSEVELT'S GRAPHIC SCALE I I \ MATCH EXISTING VGC '� \ \ \ P.MTR 6.4D + LOCUS \\ \ \\ \\ \53� RESTAURANT ,D D 5 ,D 2D ,� 8.52 P M CON C PER CITY 9.52 SPECIFICATIONS TYP. I I I O I to I m 61 L ONE ENGINE HOUSE REALTY TRUST \\ N/F CLCV REALTY TRUST ^ b1 LAFAYETTE STREET \ < I \ II ASSESSOR'S MAP 34, LOT 485 \\ \\\\ \ \ 300 DERBY STREET 6.87 O+ 'j L. -� / - °p DEED BOOK 17899, PAGE 181 P.MTR - L� _ I I PLAN BOOK 207. PLAN 22 R 5' off\ NEW \ \\ DEEDBOOKf 683.PAGB LOT 25.9 .... ,;.. . . .; n n r I`I I I q DMH \ IN FEET I LOCUS AREA - 0.481ACRES `�\ \ \ hI �� II R=5' \ CO \ \\ \ f� REMOVE EXISTING LIGHT POLE AND 1 inch = 10 ft 6.66 2 �\ \ rnz �yc / REPLACE WITH A SINGLE-HEADED o LP � O RELOCATE PARKING R MOVE EXISTI�J(� LIGH POLE AND 1 METERS AND CONC ►�E \lt, \ r\ HISTORICAL LIGHT. SEE ELECTRICAL • 1\ R PLACE WITH I DOUG -HE DED � I z II RE-ALIGN PARKING G'C R=5' / \��'f�' \\ aa� �m DOCUMENTS TYP. HI TOIRIUAL LIGHT. SEE LECTRICAL I \�- 8.43 TER SPACES, PAINT STEPS D CUM TS TYYFE.I • o �� PARKING STRIPS \ GC `� I I I CBBSN D I I 12°�RP\N \ �� C a = REMOVE EXISTING t--1 I R +9.52 ASPHALT AND I cr OtJG \ e I CD G \ � ". ✓ DP O DMH I \ �8.5, = II -` F\\ ,�, \� CONCRETE SIDEWALK, � 01 , I 1 I I o oR�� s�y� � 1 P.MTR / INSTALL NEW CONCRETE E I I / ' 9oN �c�` �' hra SIDEWALK, INSTALL NEW E'� m I / - � III o� I I I I / <O \ \ \1r�� cc8 ,0.23+ VGC CURB TO MATCH R.M'Tfi0 O - - \REMOVE EXISTING VGC. �� \ . \ \\\ \\ 1 'ST�' EXISTING VGC (PER CITY w N \ \ SPECIFICATIONS). SIN II - I I O II ATCH NEW VGC TO F '\ \ \ \ \ \ O ADJUST GATE VALVE � _ o I I I I TBM 4 ' R=10' ISTING VGC, INSTALL \ \ \\\ \� BOXES AS REQUIRED M o .TER- anPIL I I I I � II � HANDICAP RAMPS, \\ \ \ O \ W o + INSTALL NEW CONCRETE \ \ I I I I I I I I I 8.73 ,r SIDEWALK, ADJUST TWO ITR I I WATER GATES AS // \\ \\ \ 9.30 � � r O I 1 I I I 1 �j II �eaj p l°�" / REQUIRED / / \ , \\ \\ ' �.,9 BLDG Sri G 0 M II v I �c�l3PL QgO BOLLARDS NEXT TO , r EXISTING COLUMNS TYP. S \ \ \\ \ o N E-4 to I GG P.MTO i b IsI I O+P.MTR II°�G+ �// t �+ c3 ci ISI I f I I 8.76 R=40' Q, c, FSI E�.1 \ z R=2 +or° \ \ �, iG L,� V 9 OUTDOOR SEATING AREA .. 10.39 -x. I I r GONG +9• NO PARKING AREA // \\ \ Nc_ : 4 BRK B � I _ PAINTED ON CONC. PAVEMENT / /� I I r^ I I fist ( ) / \ ASPHALT r � � Ij GC �/ E RETE GC 1 8.3 RK BLDy y I I I I I GTR � G / / V �� \\ 9.32\ � T X r STEPS I I I I I O 9 6p / Y. -i \ +oP \ 00 o Of I I I I 1 R=5 ��°1• .9 0 + ® TRANSITION VGC PROPOSED NEW DRAINAGE MANHOLE (DMH) AND 12 / \\ \ \\ \ 960 r w w DRAIN LINE PER CITY SPECS. CONTRACTOR SHALL MT,_FNG \� 1 I I I GAS _ / DETERMINE FINAL LOCATION, SIZE AND INVERTS yF \� \ E 4 0° i0 I I _1trAT I - - BGG VGC FLUSH WITH BASED ON EXISTING INVERTS AND PROXIMITY OF \\ A \ \ , \\ � � � w o O I 1 I GAS - - �� CONCRETE PAVEMENT OTHER EXISTING UTILITY LINES. \ O x \ I 8.66 I I O GRE / AND CONCRETE WALK 02 \ \� \ 8.95 ¢ H o 1 I \\ � \\ \\\ \ \\$ } HYD � GE tL a D_ P.MBTTa\TJ I- 1. N/�8.ca FFE=9.65 \ �� \�tJ� - \ \\\ /� � ae3 �( I I I I �. <:P.MTR-,..... / \ GTR ��` I I 1 lk 1 R 5' \ TRANSITION VGCCONC _I =20 s.n ty r BRK BU)G DHS yh� I 31 III 90, R , R=40' \ ` WG + \ MTL FNC ' \ 8.90 r, \ \\ \ \ ST SIGN j. W 0 + 2x2 MH 7 0 G TBM#2 I x sEx R \ o e�' I I I I \ \\ GTR 864 3 `' GC RAMP I V' I 1 9.47 REM VE TWO PARKING � / / / / a'.s3N X WLK GTR O 8.88 z 2 I I SPA S, REI�IO `" / / / / C&C7DBEG \\ \ G a �. �� 1 4�/ �TR I 6L oG GC 9.oD EXIS G VGG, REMOVE ' =I / / / , a� Q 8TR I 1 1 III EXIS G TREE, MATCH • / / / �5 G'R I GC RAMP / z I I NEW C TO EXISTING IL 61H 899 / - 9.17 v I I VGC, I STALL HAI�ICAP x CONIC / // ON BRK -� X7 \\ X'W04vc -g� x WLK EE / BD ate -I I RAMP INSTALL N W I I �, INSTALL NEW / '.220 WG COD TE SI WA , m i / 92i 9.28 P.MTR - - RET�/ATER- ADJUS EXIS' G S � O�' END PARKING METER / 6.6, X Ix II (GATE A REQ IRED. I 1 c I AND ONE PARKING / /� / / 71 P I I I I m I R EXISTINSPACE WHERE RB CUT/ / \ / / BRK / x WLKG \\ H' Q �'�� 9.55 \ � / 9.67 9.07 W.uNE IS THEREFORE-TIE I 8.37 + °'R I NEW LOSS IS` JUST / � 9.17 9.26 R_•' - _ I I I ONE/PARKING SPACE ALONG / // � �� DMH 6 9.15 _ .� H o WG I I \ I ��;G / LAFAYETTE ST. \ / / �G GG L8.5c \ / BEG 1 / / \ / D Q�[(✓� ,�� %2WLK O F ca Z I I 6.67 / / \ 9.55 T" t0 C) I I I \ 1 8.45 GC / \ / / 8.97 GC 0 \ J (() GTR + �- / C % - B ST SISN O GC RAMP .+ ///%\ \ / ■_ h �y v I ' I I SEI,ER \� / w V / � a > , RAIN 9.53 / un ' (7 Q.p� I I I ' �- D , // + �/ ./ GC 9.3 'mss ■ R N'n // I I I I I I / � / I I I m / / fiIN4MP / x \� D NF / �� ✓ \ /� h e h MSTIITJ +f`" ' 31�� / D941 MH 9-56 \ -- / %/ / ■ 9. GTR _ am 1 ON CONC / `v / / / 0~ O - Q 9.33 8.87- I I I I 'I D 9.73 8P / Q GC + f\ 9.29 D-6'C 9.52 /X\\ III LT+ X WILK '�,�„� LP /GTR . ` ' STEP cm 941�+ I 1 I } � 1 ' � 6�2� // / j / X"ti'< 'f$R/ �= s.o7 / STOP II 925 I I I I ,I ��,iG� 6%6 SEN RET6 I III I I 1 61N7 9-.26 6C3p/ / / / 9.62 \ 'C` WG9+ / / T L Hifi Y 0 W.UNEUNE / / w I I n - STOP / 9.B9 / 79.A + GTR /'U �y 9.13 +J to I I CONC / / 7 / / 9.56 \ \ TMH TBM#1 / N I ? I Q7 REMOVE EXISTING LIGHT POLE AND / / // m y I.. to I \ II / /j / D.YEL I / -+ -4 -3 �I I \ REPLACE WITH A SINGLE-HEADED / / / HISTORICAL LIGHT. SEE ELECTRICAL / / 9.58�\ (�'I / / \\ C?JS8.71 )� / O O p TRAMC F 9.34 C t Z ^C� {�� DOCUMENTS TYP. / P.M U gt�C / / I I �� s.17 / CONTROLS `- `� }°I L1J ' / \\ � 8.75 c LP i1 y O \ // P� \\ / / 9.32 1�G ©9.10 ®+ i+ (�,,J/+�� '+'' L6 IX Wu( �j� EMH �t GTR / \_ M GTR 0 / / +9.31 Q 9c ',. fLAGPOLE I I I I I I I\\ '� // / 9.32 \�9E26 I 9.25 C+ � (�j 5 gc / / I I I I 1 9.43 eP/ / D� Q _ / 2 9.02 GCIPC912 / 99-2.3 GTR \ / BINI NP / \\ / // \/� /\,,�� O � / 1^ Q 1X1 DPW \-_ gc } +on.6 y, N 10.02} 1 BRK / {�\w` Ji ONC 9.4 II II � BRK \� �`� �\ / / • \ in a 9.72 l \ gRK GN 98D / MEMORIAL I I 1 'P +eRN s_ss / / i < I \\� P 9.50 o• I I I \ I I 96 pC 0 % .N � / / \� � D.YEL /�_ 9.94 Y 8.9I I - V -- W.LINE / T.6LIGHT O' SO �1�' 9.04 / / / O J bc 02 brick SO NH -AT'X 9 GTR �/S - 8.17 / 9.09 10.22 I III I 1 I + 9650 t ELEC \ MYD / / / / // \Yv Plug 96 O O /99c75 gc RET ,y 1_D o + I I 9.82 I 9.36 0 SIGN T O "` 1�// tl V + 9.29 REI° D.YEL X WLK 9.34 (� AND TT.UGHT GR I 169 I I I 1 GR 9.6° eR\ x _� \ \ / �� M / 999 �� 1p 5 G 9c REMOVE EXISTING LIGHT POLEVUNE I q+ REPLACE WITH A DOUBLE-HEADED 9.49 II I GG � 9.23 GC RAMP GC ,F� 9.78 \\ \� / / �v,+� 8 HISTORICAL LIGHT. SEE ELECTRICAL END I � 9.69 9.04 GC DOCUMENTS TYP. +GTR° I I I I GC 9.34 \ _ �/ GG / Q �+ RI O>t GTR O 17' � gc68 ^O1 (•7 \ 9.75 9.67 `V 61N NP EMH / 9.50 9.62 ` - 9.68 +9.51 + GTH 9.66 "% 9- WLK I I PfDE SAN CROSSVI I I ..� x wuc 9-N 9.23 > / / \ _ c'91 CONC I I I X.77 ,! \V %/ \ +OP3 \\ Pk9 / / 9.49 2.62 s{oPPer bb 9.39 YT-, •� I 1 8C� /i / \ N 9.08pl,tr �j - 9.3s© I I I I I I EL \ \ \� �jtDT �S gut / ASPHALT GOOD YEAR •� LMH 9.74 1 9.72 �� c R4 I I 9. S.�$�/ w.uNE \'t`L O.YE \\ 4 9.12 'S C +9-s9 PARKING Of \ 9.95 X62 I EMS© \ \\ �� TIRE STORE 9.67 I DRAIII� /j / \ \\ NIP JEROYE R SOUSA. JR Q \ XO cBI I I / / JNA \ \� \ 99 4 9.19 / 9c62 s.62 311 DERBY STREET bull nos! 9.34 t% i /i/ \ \ C'_ 9s ASSESSOR'S YAP 34. LOT 443 GTR - I / z, \\ DEED BOOK 9731. PAGE 366 s.74 PLAN 502 OF 1964 9.74 DMH ,V gc GN 9.79 �- GTR (+1 r" v I�, / ^ // +G� { 9c 9.62 // bes 9.45 V 4�j' C X WLK \ I I Y.I I II � � --_10.14 9.24 1�` I ` � �� W.UNE \ V PI, 15D 10.14 �� 972 F. / cel fn / DMH 1` / / +OP v� �+9 9.ss ssa 1 \ P.M GC / {.l 9.47 \ A \ WC I O _ Nij GRAVEL PARKING ee 1 TMH 7 �/ -' SO WG A ll" GC/ - / +9mtl \ \ EMH I I ' �- ' \ I 2 9.44 9.65 \� Stopper Gc! \g•Sd/p4g, x I I I I� �10.xATER� I I \ 9.10 BES + d N R 9MH O:YEL .� 6-CAS I 1 I'1 �2 \ G \ +9r�e 0 SO ENT6RNC \ O O 41N2MP \ N/F CITY OF SALEM �' 9. WC \ s I , \ 9.69 \ I S� 6C1GB CON+ 315 DERBY STREET i � / +9ss ASSESSOR'S YAP 34, LOT 444' \ \ / IyI O ` \\° DEED BOOK 3282. PACS 381 AT R� \� IVj NF 4NP 4,X.69 O PMTR \ PATROWICZ © / N BEVERLY COOP BANK \ 73 LAFAYETTE STREET 9.68 979 }GTR ASSESSOR'S YAP 34, LOT 430 °RN° \\ LAND DEVELOPMENT ENGINEERING SOUTB�yER vvm, _ `\ \ I I I I x V" G�� DEED BOOK 17857. PAGE 124 coMW& \ \ / ��D9 9-25 g Salem, MA 01970 C 1 a 1 (DRArv� � \`\ \' � � G� / \ +'r6tl 60 Washington Street, I + 1°.14 \ (978)745-2288 WC Z II � I I GTR T y I I \ L" I IA/ EM LIGHTING FIXTURE SCHEDULE 0.5 w EM W -'- _ EM C D TYPE MANUFACTURER CAT No. LAMPS BALLAST DESCRIPTION E L PROGRESS P63-EB/P8031-31 2-13WPL ELECTRONIC RECESSED DOWN LIGHT BLACK MINI BAFFLE F M DAYBRITE RSIOOM120SFA-138C-0 I-100W MH ELECTRONIC RECESSED MOUNTED GARAGE LIGHT WITH LITEMATIC GENERAL NOTE A • E ' EM _ _ _ G G 1-150W Q RELAY o THE LOCATION OF ALL OUTLET BOXES, LIGHTING FIXTURES, JUNCTION BOXES, WIRING, W EM HI • • �_ N PROGRESS P63-EB/P8031-31 2-26WPL ELECTRONIC RECESSED DOWN LIGHT BLACK MINI BAFFLE -- AND EQUIPMENT IS SHOWN DIAGRAMMATICALLY ONLY. EXACT AND FINAL LOCATION • EM PI DAY BRITS ELECTRONIC 24"x48" PARABOLIC TROFFER 'Z SHALL BE DETERMINED AT THE TIME OF INSTALLATION BYTHE OWNER, AND ARCHITECT. '-----_._ 4-32W T8 n w I -� P DAYBRITE 2-32UW T8 ELECTRONIC 24"x48" PARABOLIC TROFFER I • I - R 4-32W T8 24" x 48" RECESSED TROFFERACRYLIC PRISMATIC LEN E • • E-1 I • - I • � m v � --. -_ - I • W I w rn Fi EWB W S LTHONIA 2-32W T8 2 LAMP STRIP C; w c - E I • J 0 I _ — • I ST LTHONIA 2-32W T8 TANDEM STRIP • I _ • I EWB DAYBRITE • I ' EXI • I EXI o _ r F _ F n • I W _ G N E-+ 1 Sc ` EXI O I I _ EMG ( w O • P4 I I EWBI NORAL SEVILLA F-CFLI8-120-PO-BL 18�N PL EXT WALL BRACKET-BLK FINISH-POLYCARBONATE LENS m • • • EWB ¢ E� .. \ 2 Ewe • I I • • EWB NORAL SEVILLA F-CFLI8-120-PO-B 18W PL EXT WALL BRACKET-BLK FINISH-POLYCAIRBONATE LENS \ U) rn 00 n • u�, WP PROGRESS 100W MH WALL PAK WITH PHOTO ELECTRIC CONTROL x _ FG ' RET L I � w W Z2 \ Z o • - S bol Q a = • w _ ---�_ E'G • New Construction - see Paition Type. I • New Construction - see Partition Type. • • EWB NO3 2 3 I S. • X T w I EG Pointed l XX� above Finished Floor. gypsum aBathrooms - 4 STREETLIGHTS ARE TO BE REPLACED d • I TWO SINGLE HEAD TYPE E,G • I i TWO DOUBLE HEAD TYPE _ I �� M��"�.`:r'�t+. Painted gypsum wallboard - All other areas - Tight to SEE DWG CI.I 8 C1.2 botton of lowest structural member unless otherwise noted. • • • • • • I - _ n Wall=Mounted Decorative Sconce Common Areas - 1-18W •I --y__ • Y Compact Forecast by Lightolier #175412-36111. EM ''' - • EM EMG LTG PNL R MEM M M r EM EM B Wall-Mounted Decorative Sconce - Unit Entrance (Exterior) - EM M EM M 1 i V 1 EM 1 Lightolier Soli Sconce Glass #48020ALU-40873. / • • • • M I'M EM M !II EM • • M • MEM M C Wall-Mounted Decorative Sconce - Unit Entrance _ PF EM • Q (Interior) - Besa #100-118907-SS, Incandescent. EWB - _ Wall-Mounted Decorative Sconce - Unit Interior HRPA EM ----- — — _ — (Secondary locations) - Sea Gull Scavo #4158-15. .� N N EM _ OL • L 0 • NM • ON • N EXI EM EM EM— L EM EM EM N • EWB O Ceiling-Mounted Incandescent Downlight - ""� EM X EM EM EM • • • • N• L L Hampton Bay Lighting #QO112WH or equivalent. U N EM LL' EM A N ( N I _EM Q Ceiling-Mounted Fuorescent Downlight - ® co L x Delray Radar II 7600. rn n EWB 0 s 5 - _ _ • • N • N N N NO L L EM Ornamental Pendant w/uplighting - O T---� _ O - EM • EM • 0 � • • • • • EWB Delray Sonar II 7802 Uplight. O EM - - - _ • EXI Q - s - Wall-Mounted Sconce - Bathrooms S W R R - - Sea Gull #4939-68. N a • ST ST410a4W o' • • • R - ST • Ceiling-Mounted Exhaust Fan with Light (Bathrooms) - I • • EM W a Nutone Standard #763RLN White. 0 ® o I RETAIL EXI . I _ R S T T Recessed Compact Fluorescent Downlight a o • R Lightolier #8022 WWCCLW 7132BU. I1 J R • • • • EM-j- W • • • Track Lighting with 4 Heads - Lightolier Basic L L • o 6 EMG I x RI RI EM EM EM Exl #9320 PAR30 (75 watt max). I n ® RI Rl a EM _ EM RI EM RI _EM R ®RIM Track Lighting with 6 Heads - Lightolier Basic Lf U) #9320 PAR30 (75 watt max). • • • • • EXI EXI - ------ - • SC • C • • Ceiling-Mounted Wall Washer. I I • Lu o _ I I Wall-Mounted Fluorescent Strip - uvi I Lightolier #LSW4232-120-SO m • • • • w • • • • • ® Ceilirg mounted exit light C: -1 - - - _ Wall Mounted exit light U N r- 1 • • ' 00 0A • • • • • • New Sprinkler head 16 I I • • • INE HO PIZZA RETAIL I I ® Existing Sprinkler head 81w I I • • w --i— - --i - w _ i______ _ O Sprinkler head to be removed / re ocated. 0 SO Smoke Detector � z EWB //I o CD // I • • • • $ Single pole light switch J SC SC 9 — EWB EXI - FIRST FLOOR LIGHTING PLAN EWB A 1 EWB EWB I ELm 1 L EWB M O EL1 Scale: 1/8" = 1'-0» N cv N I I 0.5 B �'— — D — E A — F G G. I GFI -- ° 4KW 208V IPH r I ELECTRIC W L I ~ I HEATER BY I ELECTRICAL _ ►��jc h I � E CONTR. I F o — � STOR LOAD CNTR SLC-IC WU)I H _ o _ a xo !f"rYl o n P, 1 I a E-1 rn I Cn I _ RETAIL I x OD s I f` W a lal I I rnL, W z a o = LL 0- I I 3 I 1 � ► I GATE I OPERATOR ��-- FLASHING LIGHT I FLASHES WHEN GRILLE Drive T rough Area I IS OPEN KW 2 BV IPH GRILLE OPERA R ELECT IC WALL HEATE BY ELECT ICAL ---I CONT U) A i HOUSE RECEPT PNL HRP-Ig E 6-20A IP MAGNETIC MOT" HOUSE RECPT PNL HRP-IA GAS FIRED , ' F FLASHING LAG HT----' STARTERS FOR PH PUMPS PULSE BOILERS i,, FLASHES WHEN GRILLE HOUSE RECEPT .HRP-8R SPACE Nly ` HEATING IP 1 IS OPEN • P-H7°Pt'�� FAPOMP MAIN CIRC /2 H20VBKR 400A 3P MAGNET T CAB Buildiig Common Are HTR IC -NJ I LY CH FIRE PUMP 600A 7 TERMI�AL METER SOCKET IA HOT WATER APARTMENT METERS HEAHCpTING COIL 0 01 E ® C7 I PHe rJ — HOT WATER (n s IN CS GFI ------- _ HEATING COIL PH7 — — "Cl — FI JOCKEY RJMP COMROLLER � N QHOLISE PANEL RPIC `HH'' �1T�1RAhISFORMER TAPE FIRE r^ METERS PUM CONTROLLER WITH �/I DOWN TO 3/C TRANS ER SWITCH PUSHBUTTON w 1 N STATIONS = T1 T Q) �.� 1 I I II EVF III I I I I FIRE MMP 750 GPM 90 PSI 75 HP 206V 3PH '^ 4 TON FAL n `1 I RETAIL `°'L GFI V o GFI o Oa) 0 �-' UNIT HEATER UH-IA NJ � 116Q HP 208 TOWER PUMPS IS PP+145 O U S HP 208V 3PH 4- _j HOUSE PANEL RPIC U - FI 60A 4'SN SAF SIV J d-+ FOR TRASH COMPACTOR - EMG LTG L RPEH � GENEP.ATOR MSTRIBUTION `TIG ANT S HAAN XOUSE COMBO 6 — I PM1R HAAN 3P Ce 8 CT CAB HOUSE DIST PN HDP2 6,6 C r2' O —_ MOTOR CONTROL CNfR SOME RECPT PNL HRP-IC I_ .�, 300 AUTO TRANSFER SWITCH MCC-"'L I I � NOR EMG DIST -- I ANEL ® ® r_ l _ u J I PROVIDE 4/C#8 FEEDER — — TO ROOF COND UNIT I 3/C#I6 CONTROL I 1 0 O _ W STOR LOAD CNTR SLC-IR — _ Q / MAGNETIC MOTOR — —�------- — — STARTERS FOR �— — ------- — — _ r� 0 O NEW REST O ,� FANS ON ROOF N N BY ELEC CONTR N ,l 'I 'L I I 16co N ENGINE HO SE PIZZA RETAIL ' QI I I `F Of A z v z p Of 0 c� z 16' Lt's Ckf J J N I� Ljj (2- i N , 9 FIRST FLOOR ELECTRICAL PLAN KE1 Scale: 1/8 L " = 1'-0" M N E1 P Q 11 __j I 0.5 ° B _ Pedestrian Access C Easement Q 01 B D 1 Asa E A 4" N s s 4 '1 F �. OR IDOR G G. 8, o o" 1'- 021 H I irg v oo 1--1 I °p HIR E-I 020 Cn m n 01 / I 'rM _ B �1 M A5.1 a t I I I 0 W -; Wm 2 I I — _ RETAIL ole I I w x n I — _ 5,271 sf I 0) E-+ Z Ld LL a d 33,-9 3/4"I I 9 I I z 3 24'-3 1/ " V ►� I N I 1 Conc ete 47'-0 1/2" I side alk with — 1'x1/2"BAR @ 6'O.C.PAINTED STEEL GALVANIZED gran to curb ALI N GATE. ' — ——— I �� rn II ELECTRIC SWINGING GATE OPERATORS,EA.SIDE, — — —— _ _ ��— �� -� I 1'x112'BAR @ 6'O.C.PAINTED STEEL GALVANI ED BY CROWN IINDUSTRIAL,MODEL 1510 OR EQUAL. ——————— C Crete drive ——— -- '� I SINGLE SLIDING GATE ON PAINTED STEEL __ _ GALVANIZED TRACK. Drive rough Area — —I— — — — ELECTRIC OVERHEAD MOUNTED SINGLE SLIDI 2,876 f - 6#-7 3/4' - GATE OPERATER BY CROWN INDUSTRIAL,MOD L I I 1276 OR EQUAL. 4 — _ ALIGN Concrete ---- -----_--- ►\ I I �, sl ewa ` 11'-5 8 -7 1/2 1/ " -- M B PROVIDE CONVEX MIRRORS AT BOTH SIDES OF E Ramp up at, 1 — �' H EXIT,ARRANGED TO ALLOW 1:20 slope DRIVERS SEE PEDESTRIANS ADJACENT TO TH Grade at try -' _ A9 2 F Wish Floor �� - maximum Finish Floor Finish Floor guildirig ommon rea �� —�► .65' STIBULE� ':. EXIT e_ +8.89' — + � ca 0 I —' I 006 Grad at En %1 QT ,:� +9.65' +9.65 005 I l ,� {� � '� I `O 004 Ramp u at— LT +9.20 1 I I I I 014 — 1/2" '-1 015 1:20 slope , ; O N aximum Desk 7 -4 1/4" 10 -6 1/4" oxes V � ■ A9.0 01 BOILER RM. '-4 3_10 --111 '' • 24'-0 1/2" $' " " - tair lie 01 ,4 ELECT. RM. � IRE PUMP RM. ■� 1/2 14 - 1/2 16 -8 3 +: i S / I 8'_0" 7'-1 3 4". 015 016 " TRASH RMi, 00 a 003 8'-4" L i TEMP. TORAG —1 / , 12 /4 —2 1/2" 017 co `° oosIn N RETAIL 03 03 '� _ I _4 W AT A R I b . . i 645 sf = 10,441 1 P ON ,EMER. ELEC ". M O1 2 0 1 011 ire 29 0 1/4 2 5 - ,--11 . 1 9Nit 2" .v c 1 { oM N CORRID i = 012 ALIGN 012 0 5B 01 B J { 009 I I { � W 4) � a Ln Ln 4) 0 — d _ 09D I I � ;� IJf;N' \.� .4 — _ 009E — L v — — 3 1 1 4" ,-9 3/4 " — = C IF-W- WINE x � y2'. 6 —5 x"x x 007A 007B 7 A O O N A5.0 M N 7 — 1 0 O04 MOM lu N 15'-9 ®---- — ---- _ Note: See Enlarged PI ns A8.0 & o E o A10.4 �� r�a o;/ { � rr0 vet Q 16' N INE HPIZ �� RETAIL ool I I A5.3 O ZA 8 5,509 Sf2, � —5 /2" xisting Area: — j — — — _ _ _ _ — 811 I " (demising les lev r) f 29-1 /2 { 1 " � N 4, I / w Area: 1 , 7s r �., , -5' �1 , 4' ► I of / Q 0 002 0 4' 8' 16' � I 1 First Floo Plan 9 — B A1 .1 Scale:K /8„ _ 1,_0„ - .. D L M N Al ■ A5.3 P Q First Floor Total Area: 20,416 s.f. . I y Symbol Legend • 0.5 _ B V Q New Construction — see Partition Type. D _ E New Construction — see Partition Type. A F I G G. _ _ Painted gypsum wallboard — Bathrooms — o H X'—XX" above Finished Floor. ' Pointed gypsum wallboard — All other areas — Tight to bottom of lowest structural member unless otherwise noted. Z < r Wall—Mounted Decorative Sconce — Common Areas — 1-18W Compact Forecast by Lightolier #F5412-36E1. I = IU1r` B Wall—Mounted Decorative Sconce — Unit Entrance (Exterior) — m Lightolier Soli Sconce Glass #48020ALU-40873. o _ Wall—Mounted Decorative Sconce — Unit Entrance w (Interior) — Besa #100-118907—SS, Incandescent. - 1 D Wall—Mounted Decorative Sconce — Unit Interior ►�+ o I _ I (Secondary locations) — Sea Gull Scavo 14158-15. U I I Ceiling—Mounted Incandescent Downlight — (x o r o M I F— B Hampton Bay Lighting #QO112WH or equivalent. r A5.1Ceiling—Mounted Fuorescent Downlight — a N i Q I Delray Radar II 7600. o w r o Ground Floor Exterior Wall—Mounted I4 o n I Fixture — Noral Sevilla (Black). E-4 2 — Exterior Wall—Mounted Fixture at Unit r M co co _ fixt sin retai id light Balconies — Bega 16520 (Black). � X r C13 � ( I I V CON Ceiling—Mounted (empty) Box — Unit I I Living Rm. ori .�, z Ornamental Pendant w/uplighting — x W o Delray Sonar II 7802 Uplight. Q H o = I Wall—Mounted Sconce — Bathrooms — ILL Sea Gull #4939-68. 1 1 Ceiling—Mounted Exhaust Fan with Light (Bathrooms) — I I Nutone Standard #763RLN White. 3 I Recessed Compact Fluorescent Downlight — _ Lightolier 18022 WWCCLW 7132BU. Track Lighting with 4 Heads Lightolier Basic #9320 PAR30 (75 watt max). — Track Lighting with 6 Heads Lightolier Basic #9320 PAR30 (75 watt max). :I. Ceiling—Mounted Wall Washer. •I - .•1--. _ - _ _ Y ® - _ .......... Wall Mounted Fluorescent Strip Lightolier #LSW4232-120—SO Lthonio 2-32W TS 2 Lamp Strip thonia 2-32W TSTandem Strip -= - - - DayBrite 4-32W T8 Electronic 2'x2 Parabolic Troffer mum ' - DayBrite 2-32UW T8 Electronic 2'x4' - _. - _ - _ Parabolic Troffer C .;r R1 4-32 TS 2'x2' Recessed Troffer Acrylic Prismatic Lens u 4-32 T8 2x4 Recessed Troffer Acrylic Prismatic Lens N 71, - Mast.cogcfeteb�am�ex _ _ ® Ceiling mounted exit light J s F® Wall mounted exit light R R — - -` - New Sprinkler head I 0 � ® ng Sprinkler head 0 Existing J s O Sprinkler head to be removed / relocated. v c - R R J I R1 Q Smoke Detector L ^ e — — — — R1 R1 R1 R1o.. R1 R1 Single pole light switch R R R — — — — N R R R A11 M 00 A5.0 le O N 09 to — N � � d Q �— I l fixtures in retai areas E A5.3 C 0 FL ------ — — 1� c °o i a J First Floor Reflected Ceiling Plan 9 Scale: 1/8" = 1'-0" K A201 D L M (N) First Floor Total Area: 20,416 s.f. A5.3 P Q777 I I I B A3.1 2 3 I 4 j I 5 6 A3.0 7 8 I I CONTROL JOINTS IN STUCCO, TYPICAL - , r� -. °'t ... _ _ -.. -.. __•> _ _ + _ <-.. �a a - 'i._r-ate • _ -_. _ _ " ,= e T -- �a t I .. } _ - ,.. > _,r. .. ..,c _. -.0 - - _ _ _ _... _ ..• . � __.., r - -. <- a>^" - i'->t''a` `>t �t...A"r a l _ is v. l� .� ♦:. . >< -t � Y _. .� ... _. _ .. - - N ...__ • -"e ._ ... _._ -. -.. .. -_ a :.7. - I. .a. -_T » ._u.. i,e. .•+3 _ .. , .- .,- .. ..a. F - -'1._ T .. -,t _ '4 1. a.L,".` 4. Roof Top of Steel F> , - ,• _.. .> _l. r -_.. .. _ -'F-+- .r . a,. __ _ > Y - .i� e. "s _ .,, •. ... 4-- '1. - .'-I` f Steel Roof To ....t. _ r _.. < .t , ..s•- - , --.. .. - _ -f ♦ v -..: tea` 6�.- '4- Elev: 177.79 Elev: 177.79 , . _._.. -... _.. . : _ �:. , r,_ ., -,_ ._..._art: ". :,:_. ,.,+. ,._:-, .:, -._ -c.•+=' -j u i ". _• -..- tea•\,.-.---' - •....n + .z.....s ._ -_,. s .,--rJ. .- ._ < _..>. .,.-�.,� .. :•� r.. I ..,,..r_..:I I:�-�a- - - - - I f� +-1 n - i A A rn - A B A B A - I t is A �Y-Y A -1 - A � O O O O A _ - O ._ O D .� i ImN y< a — —_-- _ .+ate :s•-+,. _. -.. t.. ....a.i- , _. ._.. .-.-_. _C.._, - �+., >r_-i.-... ...t .. a.. - __— _. __ _ ______._—___ .— - / —X/ / /.'—' —/T^ /'—♦— � - -------------- ,°_ •,-.:r_. .. _-'s•r.-_+-.c.•.,.�,a::+•^s... _. ..-..<-s..r_ ..r. _ate?— , --3.,. t S.. _r °..♦_r> • Y/ Sixth FCAST STONE loor Sixth Floor LINTEL --- Slab Elev: 165.50f lev. 165.50 M Slab FZ V z ,.: _,� a :: O 3 Z o ., B A A A _ ---- - --- -- OA - OA 1 O. A A A O 9 - --- — —— - - -- — — +, — r a v- - - --- - - - - ! --- - - -+�-- — — - N to CAI i _> . < .s. ..._ . .,.. , .. __ .-, .t > 5 4 -: ._ . ..,., _-- �—n S ;. --��:��5�- � �J�J — — // /E`/ r, .=- =RECESSED-- -- � - _ ._ s _ _.._ .. a ., a ..t . . _-� 3. x.__ FIE . . __, > �:. '_>r=:-� — -- - -- -- `i.,iii Vii/ - Fifth Floor f -f h Floor ._ O - ,.. ._ O. _ . _ .,.[_. . _ .. � -., _ .:-._ ,',. _ -- - /. /�Fit _>._ ♦ .. _, . . > -. — — - - -- --$RICK—- f / i/. _. . _._,_.._ - . . -. ---- - ----! - --r- ----- ,' � // /�i/// / h Slab Elev: 153.50 Slab Elev: 153.50 _.: -__ - ..: ....._. --: _ — Id N / Cn 00 NEW A A A A s A =- 0 ►4- O ' - - 0 O 00 --- //f __--_ _ _ QST N # --- -- — - - - - - - ONE - - - - - - - - - --- // //� - - - - -- - N / m z __.. :.._. �_... _r. _ ,_,,. _ t ,..-._ - - - __ -_, ., _ - - - — - ----- _- � - _ -- -- CORNICE o_ _ — — _ _ _ __ -- - — - - - z _ _. — — --- -- ---- — - - -- -- _ rn z Y is _. -,_ :_rt - - - - -� .. _. . .- ..-. , � -°----,., ._ _. _A._. _. _, ,,,.,...'!.*-.:-- -- — ----- — - -- -'.,>�_,�� =-��--ice- -_�-_ � � .. ._. �;. ..,. .,:.. a . _.. .,._ .:... -.. -. . --�= - - - -- - - Fourth Floor rn N - - - 2 Fourth Floor - _ : . _ _ .. .- _:.: . _..----- - __ _---__.-___-.---=--- -=-----=__ ..___: --__- _�_��-____. _- _ - - -_ -- - Q OIL a- .,. ,.:�,.- -_ . . _._. .. .. •... _ ._..._z A 5 .._.........___._. _a = ---- a ,.,_.., _._ _ _- -- = -_____ ----� - - ---- - -- ----- — - _-- _ -- -- _-- -- Sab Elev: 0.63' CA3T STONE Elev. w O a SIL L, TYP. _ _ = I- - Lu zz Ix- --- _ -. - _ w - i -_-_ __ - — G G _ _ G =_ = CAST STONE Q = _ - _ Q O - - - - - - - - -- - - L .....111-1 ----------------- --- O - _ , o- - 0 OU . . �._... --_>. -�t >•:_ »�_ - - ,�'a- - - Floor ob Third Floor z z Slab Elev: 127.96' Slab Elev: 127.96 N F_- w w \ N J X -- - - — — — — O O O Oni =4 - - _1 - EXISTING BRICK _ - -- _ - J # ; ;= _ I _ 1 = -- - - - - - - - — N - = AND CORNICE — L -- _ � = TO BE ----- _ _ -- -- - - a_ - = w_ _ _ - - - =_ -.__ _ _ _ - - - - _= - - Second Floor - Second Floor - __ - __ - =- - N OIL w - -' - —= __ - = = - _ - -- Slab Elev: 115 ' - - REP -,. - -- _ AIR AND Slab Elev: 1 .3 - -- --- -- - - - - � � - OfNT€� r&N o Y ALUMINUM PANEL TRIM WITH - -_ _- - - _ z z - - = — _ 1 _ - - _ _ m MATCH W NDOW FRAME PAINTED KYNAR FINISH TO _ - v/ - - ►-z - - -- _- l` -_ _- -_ - _= _ - - - - - - = '<r 4 -0 DIAMETER CLOCK -O - - �i w a-'�✓ =-_ = E I \ - - = _ _ -= _ _ _ ("FRENCH 2" STYLE 6Y = EE — �� CANTERBURY INTERNATIONAL) - Gc FF GG SURFACE MOUNTED TO - ■� - - -__ = = ALUMINUM PANEL TRIM �� Ground Flo oon - - - Ground Floorn M i 1 1 --,1 Slab Elev: 1 .0' 1"xl/2• BAR ® 6" O.C. Slab Elev: 100.0' v PAINTED STEEL GALVANIZED I I I 0 PROPERTY LI - EXISTING PRECAST ~— EXISTING BRICK A GAT . I N CONCRETE TO BE CORNICE TO BE REPAI ED ELECTRIC SWINGING GATE FABRIC COVERED REMOVED AND REPOINTED OPERATORS, EA. SIDE, BY FABRIC COVERED FABRIC COVERED C AWNING OVER PAINTED CROWN INDUSTRIAL, MODEL AWNINGS OVER PAINTED AWNINGS .OVER PAINTED .J STEEL FRAMES ATTACHED TO 151 OR EQUAL. STEEL FRAMES ATTACHED TO STEEL FRAMES ATTACHED T 2 Southwest Elevation 0 BRACKETS IN WINDOW TRIM BRACKETS IN WINDOW TRIM BRACKETS IN WINDOW TRIM J A4.0 Scale: 1/8" = 1'-0" N (i 00 J J - � M le0o,�1 West Elevation J L L. Scale: 1/8" = 1'-0" Q) (1) j a 00 Exterior Materials Keynote Designations; Existing material to remain. Key Plan O New Brick. O O N N O 3 Layer stucco finish on metal lathe, Color 1 M 1-7 4 3 Layer stucco finish on metal lathe, Color 2 5 N (D N V Ln cium silicate unit mason . 'om a� o Arriscraft - Ca iO > <t> New cast stone. o =3 ai ti O Existing concrete masonry to remain. • S . Q N a OExisting cast stone to be repaired or replaced. • 9 Cast stone coping o • to 7 0 161 • o > . 4 oW L_ (D .a • • (D N 8; W 3: 4' 2 3 16' AAM0 I j i r- - ------------ --- D C I o K A5.3 L I A5.2 M I N P Q11 F .•"` _1_ , .irM •.tea•- _ �- - e--. .. +� a- n '_`�� - ^y;a'--`` .r.� - __ � ��_ _ - t _ www� {�-- - - __ `�_�_�`-f ¢ --0= „_ `"�� _ _ �'' �, _ _�_ 4 _' _� i?�s-�"'`'�"�tx2 xc `�-{•-'` - •,;,: NF4v'.�TRoof Top of Steel Bev: 177.79' '=E '�'' mss. - __ E -� �+'` � � �" � ''�c?tv - GO y=' -�.rf�,Yr`y - _� N - - I�- F7• -- -- ' - Y- t - fjlL. _ '" _ + _ - J-y,.a._- _ _ T // �_ // a u O Q r B i A O A q O •- -- O g -t='r_" O B q w A Og x s MM //// N �;: _ _ _ _ _ ——— — — —— — — —— —— Mply 01 Sixth Floor _ /. //. / /_ 3 / / //j - - / � / / // % % / „--. r — 4 J � � /� r Slab Elev: 165.5D' // / `/ / N 1 w OA OA OA //-�� O X O OA H1 H2 H1 CA /./ O / / O i"/ / O U O B ;r,._ H1 H2 H1 // 3 �j// %/ 4 't r N % %/ -�_ / % % i O / — — — j % rte., // �/ li% / %/. I� ''^^ of op -- - ---------- -- s a _ //% /// % %// _ a Fifth Floor - j/- - - / L AMENERL- A °7 Slab Elev: 153.50' p NEW CAST STONE %% X Z o Q / �/ s / ❑. %%�% 1 % / ❑ /// CORNICE ----- — _ H o i ti o - LL N a ; X Ht H2 H1 A % O O z —= ——— —— —— ——— — — L;j -Z Jr-4� Fourth Floor 6 — a - — s — a - — 6 Slab Elev: 140.63' — — — I — — — - -- - — — — — — _ — — G — — O ., z ----- ------ CAST STONE SILL, I ~Ln �j TYPICAL z Z O l 2 MHt H2 Ht O O H1 H2 H1 w N o a REFURBISH U w _ EXISTING CAST "I n- Lj _ --- —STONE CORNICE--———— - ~a -- --- - -- a Third Floor 6 - - - Slab Elev: 127.96' v 3o Balcony Section elevations z \ Mx 2 , Mx Nx Scale: 1/8" = V-0" � W Gx o N — — --ZQ--- - -- Second Floor — Slab Elev: 115.33' — O Y _ �U Zi m `n JJ HH O JJ N N v _ - C Ground Floor 0 0 0 0 0 6L Slab Elev: 100.0' CC I I I w w FABRIC COVERED FABRIC COVERED FABRIC COVERED FABRICS OVER PAINTED AWNINGS OVER PAINTED AWNINGS OVER PAINTEDAWNIN STEEL FRAMES ATTACHED TO STEEL FRAMES ATTACHED TO Q Q STEEL FRAMES ATTACHED TO n...•. ,.- ... ..•... ..... ,�, 0 0 3 South Elevation J "ft AMR- A4.1 — Scale: 1/8" — 1'-0" e1 Ln 1 Exterior Materials Keynote Designations Existing material to remain. M New Brick. _J'az� N O3 Layer stucco finish on metal lathe, Color 1 O a 3 Layer stucco finish on metal lathe, Color Key Plan N .gyp 5 Arriscraft — Ca cium silicate unit masonry. O m ami 6 New cast stone. O 7 Existing concrete masonry to remain. 9 Q i i ri OExisting cast stone to be repaired or replaced.<*> ql Cast stone coping 6 0 18 •° :~ 7 W i p 4( C • ♦' ■ . W 0 1 -1 i G 4' $' 1�' 3AA. 1 I "Ewa - - - - - T - - - - - - � I I I E A ( I I B o A5.3 A5.0 I I I A3.1 • 3 Layer Stucco Finish 8 7 6 I 5 1 4 3 2 1 on Metal Lathe I I I Z a n E--a . _ _ - _.-a _ � { r, v r_.,-_« ,"- s "x-'C'a-. . - 'q^i'n.: !. _-- �,. _ „••a S.. u .'i'S.- -�h h� - st-Q-`>'a ar. _ ... . X Me .. s. _ > f. • ...✓-_ ,. - .— f, s _.. aaa_,a .:sYz ".... .,.. �a: -s�.-^:. Jat+ Roof To of Steel OIL Roo _ � - :- r ..> � a. . _v"t�.. .. _ . ✓s as ._ :.-,. L ''t'' - ` , -,...:-.�»-_.z.-..- .a.. ...-... ..- -,.. :�..,..•.-.,b,- ....-�-, .. ` ._ _. :...r•.-.a^...._. .'-�-�'v. _ .. .. _ _. e .- _ _. _ ... ate.---.�' .-_�'*'• Elev: 177.79 �-�- .. .>.zs-.[. - ., ;_-2 .. V t _ . .. - . _ - p � . -. .,_ 4 .. ,- ..'s-: -_ ._ ..>....�..-- a >. f - H .- I -a i�- � �4 04 c B A A A A <x A B 4•r ,. A A I A B A A 1 1 o O -, o ,,_._ 0 0 0 =:ti'�" O O O 11 -4 - - - - - - - - - - - - - - N U U - �. R - -'� ='I -r rn Z - I', Z v a r — k I r - / / / / / / :e- -.e• x >-- ,.• ......_�T..ra-� ...r:-[..._;,.__ ._..a._r.. / ! f ,.,_-xa......,..._-'�..-...... .........^a ..,-.. V — FEI / / / / - .x..-. w_.:.La�x. ..'x.`.l..u'+'.:;a L<,..a L ::.,4:w._.a,a< .,:.•`> _ .«:..� ..w..:-y,'+.+:a' 1`-.., 'wP.- -. -.3—. 'rte h::- =rtl;+.'�^;. /� / . _ .� / - // / /. � //- ..:-.,^s.:.�.r .,_..,-�..', _.�.-:.. .'. .»�r ._�_.: �s�;�.`",.,;4.,cs-;'��-.d2a5--..dR:.zs-.•_+, _., ..___....x. .,s'.. ..- -�<-'�'>Y:..-,tea..=, _�. _ r..,., :_�:.. _._ ..:,.,-,-�>.-...__-rv,-�':._ ..Ac,., M / Sixth Floor .�,�.. .... ..>..Y_.•-�-,.-;�f=, �,__ � ;_ .. .,. ...� / - / : P -{�— ri- / Slab Elev. 165.50 N .,.,.•-,, <. .t._.._,,._.-:. .,. � ..�.,... :.-�_ - ..--- _'':.; -auk�- _.-k >.k., ;, r - !, / / / / / / //- ! _ / .✓ / /: ./ / ._ ,.... ''� _,r .. r.. .. ,,.+�..t a,.:.,_.k.:-,.., a ... aa. _7. - n. �-., .r :,.a,_ e r,.. - :.;�+-.r z U _ - W m /- / f I J//-f / , f :i //f / - y z A A A F A B I: •t N ; ',r O �/,,j OG `% ;�'� 0 I%//%� O ; / _� Rf-� OA _- OA ` � /.�/ 00 - - - -- - - - - - - - - - - - ' - - - -I - !i' - - - / r - - - - - - - - 4> - - - I / - - - - - - - - - - - - - - - - - - - - - - - - - - - - ul Yf Fifth Floor ,. _ � / - - / / f ,r ,r/. /,. , / �t' - . .� . .,: R.._.}a ,. �` :� O m W // r/ / / f rte- •:�.,:-..r;• _ :�:�:-- --.w- - ,•,,. ,6 - i• i,/- r r;ter - ..-.,-"c_ _ Slab Elev. 153.50 ,, ,b . ._ ,:-"„ m, � (�►�f/ria ��a,/ //� szla/, �/+�;'' r fir■ / /_ r�� rr�, ,s�� : _ --- ell NEW CAST STONE , o CORNICE ///// O /// s rf O //� / O Ir/ s /> O /j/] N ti a I / 1 1 �/ 1 / `V N Z �/�, J I //r /jr ,j /j / !, / ./ r/L "=-' - - Z= - - - / f. - - - - - - - - - - - - - -72--- - - - - - - - - - - - - X. ._ RPM Al - - -- - - - - - - - - - - _L_ _ _ �..- _ Ld Fourth Floor �of s _ I I I s I s I s ,4 a a a — �'� Slab Elev: 140.63' z o o0 cn ( 0 __ = U = — _ ?a; -— A6.4 Z oo — AM lV N — � _ r 5 A6.4 C 5� 1 X __�� \/ - - -- - - - - - - - - - - - w — I —_ _ I I — - � I. I _ _ W _ - __ - - - - - - - - - - - - - - - - - - - - - _ - c _ Z Q - -..-- -- Third FloorOIL _X Slab Elev: 127.96' w o s e s e — - -- �t— __�__ -- — O O '— I O ____ =_ — t 1 ANEL ELEVATION TYPICAL REFURBISH —'o' =� � c � — c 1 a s ;=_-�=., .�. EXISTING CAST — = — -- FOR ELEVATIONS 1,4 AND 5 N STONE CORNICE = —.- - — - - —_ Second Floor _— OIL Slab Elev: 115.33 _J_— J-- — I ■� Infill bricW; to _ — I match adjacent _ _- =ter � 6 I �_# _ _ C =J - — =i 1 ; I I I brick at existing �_ 9 �— _ ' -- C0 ■ -I door opening. -- -_ � i �( .� Ti KK — i KK 1—=_I KK �_I == _ _ MM NN Q U — IT oL Ground Floor50) — Slab Elev. 100.0 O if PAINTED ALUMINUM TRIM I CORNIEXI TING BRICK AND BE REPAIRED STING PRECAST f I — CONCRETE TO BE PROPERTY LINE f N EXISTING C REP E REMOVED AND REPLACED 1"x1/2" BAR ® 6" O.C.. PAINTE STEEL GALVANIZED SINGLE - %M %M SLIDING GATE OM PAINTE STEEL GALVANIZED TRACK. ELECTRIC OVERHEAD MOUNTED-SINGLE'SLIDING GATE ' ..., o OPERATER BY CROWN IINDUSTRIAL, MODEL 1276 OR EQUAL. • Al o 4 East Elevation PROVIDE CONVEX MIRRORS AT BOTH SIDES OF THE J RIVE-THROUGH EXIT, AfRRANGED TO ALLOW DRIVERS TO SEE L' � A4.2 Scale: 1/8 = 1 —0 (PEDESTRIANS ADJACENT TO THE EXIT � a L Exterior Materials Keynote Designations 0 0 OExisting material to remain. N N New Brick. O .-- N 3 3 Layer stucco finish on metal lathe, Color , Key Plan 5 N O r E 1 3 Layer stucco finish on metal lathe, Color 2 'm a) 4 � •' OArriscraft — Ca cium silicate unit masonry. 0 Lr_ New cast stone. ■ Q 1041 6 O s Existingconcrete mason to remain. a 7 masonry O Existingcast stone to be repaired or replaced. 8 P P 8 0 O 9 Cast stone coping O 6 t � c o 16 -o v . 4 •o W 81 ww 4 2 0 3 0 4' 8' 16' A4m2 ------ - - — -- - - - -'- — - -- ------ _T - - - -- _ - - --- - _ -- -- _ . I I i C Ax.x 0 G F E D C B Zr H � � rn OL Roof To of Steel - - _ Elev: 177.79' _ _ '�"- ,, _ - _ - '_ r- �. �� = `�._ - - _•,.. ..R.. - _,,t, — — — — - � d 0-4 N r' - i'.� y� s- T r •� — —— __ _ — — — —— — —— ——————— —— —————— — — — P4 - '� - - - T - - - I" - ---- -- 'E 't=' a Sixth Floor r U — Slab Elev: 165.50' r ;� �. 04 nG N — —————— — ——— —— — ;i _ --- _ ——--— —— —————— ——— \ Fifth Floor _ _ _ _ _ - _ -- -- -- _ — k Roof mTa of Steel , r % # (10.. - - - - - x Slab Elev: 153.50' - -- =- _ - - _ _-- - — Bev; .T9' f, N � w _ _ - N 3 layer atuoeo finish � E-•i �' Z N _ 9 on metal lathe X p O O Q N Q ►-1 -s ---------'- -- - --------------------------- - Z - LL F Sixth Floor - LV � - - Z Slob Ekv_ 1655 ' 5xv: ------------ ——— — ———— — 1v Q v �'a' ' - - r -. -- -- -- - - - z -. a -- -- - a 4 4 Fourth Floor _ -- - - -- - - — Slab Elev: 144.63' -- - - j N ----- Z---------------------------------------- Qf (~!1 Q O O O Q _ Fifth Floor - - - `; j e 0 �F Slab Elm; 153.50' ao Z Z Ln - -- _ -- W o LJ —— ——————— ——— — ——— — _ _ _ — - _ _ - —— ———— ———— — — — 4 __ a _ _- a _ I 1 4 4 - __ _ a _ N --- ------ r- --------------------------------------- 1 Third Floor -- _ Fourth Floor - -06 - — - - Slab Elev: 127.96' = Slab Elev: 140-53• - - � M1 z EXISTING PRECAST S CONCRETE TO BE m - -- - REMOVED AND REPLACED _ ------------------------ N -- a Third Floor � _- - - Y Slob Eley: 127.96' L R cc Second Floor _ _ _ _ _ _ _ _ _ _ — _ — _ _ D Slab Elev: 115.33' �m MOM ob -- --------------------- ---------------------------- Second Floor - - - - - - mom � Slab Eley_ 11533' --- -- N _ EXISTING BRICK AND E _ CORNICE TO BE REPAIRED U AND REPOINTED 1 y Ground Floor /C ' Slab Elev: 100.0' _ _ _ V _ Ground Floor _ � E� Slab Eley: 100.0' I I I ( c N 00 8 5 North Elevation �a Partial North Elevation —� A4.3, Scale: 1/8" = 1 r-0„ J AU scale: 1/sA = 1'—ou I Exterior Materials Keynote Designations o OKeyExisting material to rernoin. Plan N New Brick. Z O 3 3 Layer stucco finish on metal lathe, Color 1 N 5 E 3 Layer stucco finish on metal lathe, Calv Ca Arriscroft — Ca cium silicate unit masonry. G� O 6 New cast stone. a Q Existing concrete masonry to remain. g 5 ' Q a O Existing cast stone to be repaired or replaced. e • e Cast stone coping O o f 6 o 1 f � 7 a O W • 4o 81 LLJ z 4' L- _ -J 2 o 4r 81 18' 3 AC3 -- — - _ --- - - -- — - - T 0 Q p N M L K Z � a 3 layer 3 layer stucco finish stucco finish on metal on metal E-+ o I lathe. lathe. - Roof Top of Steel :-<: :�:" ` '` ,�;.:+ �" _: _ - - - - - - - - - - - - - Roof Top of Steel - . k i - - ..---- 1rTV,1 Cn Elev: 177.79 '_x-= - ''� =; Elev: 177.79' `�` " 's�'-= _ [- fir' e , 5 r.-._*-:---r�'+_+•r+x'• :r-?7c. -;'-.'Y•�r :.:r-.�%`>:+'t ,,4 rte-*� a _.s't O \ Z I �1 s Y -� T I I A A 0 .. p - tee-• yv t;-''> <_._ _ N N Y N H -':5 -- +;a. z -- '- ------- --------------- --------------- ------------ — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — ' — — — — — — — — — — — — — — — - - :3 - n Sixth Floor c~n //%///. /./ % //j.� -'t_ - -2< - - - _ - - - - - - - - Sixth Floor _ j r - - - w d o /%�/ / _ �>r >'� ;T Slab Elev: 165.50- Slab Elev: 165.50 Z00 rA of /// :// /. 1-4 JT ----------- -- -- -- ~f ------- ---- ------ ------------- ------------— — — — — — — — — — — — — — — — — _ 11 O r.. 4. ---' rte»?: ^ w p W Fifth Floor in ,• ' t _ rr . < _rte ��, - _w.�■ - - - - — Fifth Floor - - - - •• 4' Slab Elev: 153.50 47� ....r�d/. Slab Elev: 153.50' MENEM -,,{ ,, , o, _ /. = '!� a a 0 NEW CAST STONE F CORNICE ! - x N w /. r ✓// /% �� .,ycf ------ �— — --- --- ------- — -------- — — •— O Z " _ `� __ _ Ld OL Fourth Floor - - - �_ MWN E gm - _ Fourth Floor '- - - - - Slab Elev: 140.63 ; .. ;, - .,::�s:- ._.:, -: :-, y'r=� Slab Elev: 140.63 v`- _ =C<. .:-re= _ .'v" �-r-:•'ms's- 00 N v rr- x l T T I I I I z �Q A 1 i14 w - O _ O _ X EPDM ROOF r • r �; OVER EXISTING - - - - - - -- -------- - - --. - - - ------- --------------- --------------- ------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - : . Third Floor - - - - - - - - - - - - - - — Third Floor - oL Slab Elev: 127.96' - _�.::�-, ;� �` _„"'�:.;<- _ 127.96' - - - = - _ ,_.. ;<== >� z z Slab Elev: � ;�� - ''' EPDM ROOF w OVER EXISTING XM N SLAB REFURBISH = T T = o EXISTING CAST - O STONE CORNICE }� - - N — I �0 — — J a] ^M of3 Second Floor _ - - - - - - - - - - - - — - - - - - ■� Second Floor Slab Elev: 115.33' Slab Elev: 115.33• S _ m _- PAINTED ALUMINUM TRIM/ �� ---- DRIP EDGE j INFILL W/NEW -- - _ - - � BRICK WALLS AT - EXISTING CONCRETE BEAM t� I EXISTING OPENINGS, TYP. I - I 1 I I _ O 00 PP QQ P O PP 00 p �Jji 11 Ground Floor Ground Floor a ev: 100.0 Slab Elev: 100.0' EXISTING CONCRETE NSF BEAMS TO REMAIN O O ar J J SLOPE RIDGID INSULATION I I I I I I v o PITCHED 1/4• PER FOOT, J �. TYP. OVER EXISTING L Y CONCRETE SLAB L 0) (D 0 0 to I I I I I rF Drive—throulgh North Elevation � Partial East Elevation A4 4 Scale: 1 8" = V-0” o A4.4 Scale: 1/8 = V -0 / 0 Key Plan M o 0 Exterior Materials Keynote Designations N to o Existing material to remain. CJ to 0i a New Brick. =3 W 3 Layer stucco finish on metal lathe, Color 1 ... Q O 4 3 Layer stucco finish on metal lathe, Color 2 Arriscrof - Ca cium silicate unit masonry. 5a • O O New cast stone. 8 0 O Existing concrete masonry to remain. 16' 6 O Existing cast stone to be repaired or replaced. t -7 m 9 Cast stone coping l O o 8' 4 W w 4' 0 0 4" 8' 16' A4v4 . 3 r I 1 1 ` i i r 0 Zr � E [� m wv rn A B C D E iF G H F-1 . o a iNJ n gL Roof Top of Steel I I I I I I ;;- r I ► Eley: 177.79' 0 w 3 layer stucco finish m r - on metal lathe a ——--—————--- ————— — ——— ——- --—— —————— ————— — ———————————-- ———————— ————————— ————— T `- ---. ———— ——————————————--——————--———— \ x a Z Co OL Sixth Floor v °' w Slab Elev: 165.50' � - _ _- _ - -- -- E-1 0 z - - X Z 0c f - o, �. : -_ a ILL La lV La Y - — — — —————— —— ——— — — ——— ————---———————— —————— — ———— ——————--- —————— — — —— ——— —— —— ————— _ ——— ———— —— —————————————————---— Fifth Floor -- Slab Elev: 153.50' EN O - i EXISTING PRECAST N - -- - - CONCRETE TO BE -= —————————— vz --- - —— ——————— y W� -I- ------ - -�---------I----------i----------r--------- D-'A1V1rREPL�CCED- -----------— Fourth Floor - Slab Elev: 140.63' v 17) 4 THRU-WALL COUNTER-FLASHING OVER MEMBRANE ROOF FLASHING T Third Floor Slab Elev: 127.96' ' - EPDM ROOF OVER WARM N 'r -J EXISTING SLAB = Jul)_ - sun i N PAINTED ALUMINUM TRIM/ N Second Floor _ _ _ I _ I _ _ I _ I _ I _ I DRIP EDGE a Slab Elev: 115.33' _ SLOPED RIDGID INSULATION � ! PITCHED 1/4" PER FOOT, TYPICAL � J OVER EXISTING SLAB I _ TILE FINISH I I I Ground Floor _ _ _ _ _ _ _ CD 0 CD A .- Slab Elev: 100.0' I I I I I I I I 0 "I= EXISTING CONCRETE TRANSFER BEAMS � � I � TO REMAIN to i 8 Drive —though South Elevation M A4.5 Scale: 1/8" Key Plan o 0 N Exterior Materials Keynote Designations . Existing material to remain. � O ca = W d New Brick. Q 3 Layer stucco finish on metal lathe, Color 1 • ■ 3 Layer stucco finish on metal lathe, Color 2 5 a Arriscraft - Calcium silicate unit masonry. 8 ONew cast stone. I T Existing concrete masonry to remain. 1$ 6 O Existing cast stone to be repaired or replaced. 7 �- o +r .� Cast stone coping n> >o 0 ESP 4 W LiJ 4' 0 0 16Y A400 f. 3 I 13 In . i 0 V Z n PIR � � f V1 E w v � N i Derb Loff.s L . L . Cm H 0 51a a a e ree x0� 71 W O n o n N E-4 NSa em assac use s I U) N 00 0 X d O 1� W o W Schedule ®f Drawings . °) E.4W LL N a' I V AO.0 Cover Sheet 4 Civil l COA Locus Plan CO.2 Site Plan } C0.3 Existing Conditions Site Plan i Architectural J! A1 . I First Floor Plan 4 A1 .2 Second Floor Plan A2.0 West Elevation A2.1 South Elevation O A2.2 East Elevation '� V - A2.3 North Elevation 0 on! if = C� WJ o s ,kJ 4W 00 .. � o f V� 4 Ja J L L 4) (D fi Cl Cl - U- 7} 1 PLANNING BOARD C i i APPROVED �— o SITE PLAN N N JCZ co i 0 a o Civil Engineer: Own er:Architect : m 0 .� • Patrowicz Land Development Engineerin z Winter Street Architects Inc. g zCn . 60 Washington StreetDerby Lofts, L. L.C. z4) 209 Essex Street, Suite 300, 843 Massachusetts Avenue Q0 Salem, MA 01970 Salem, MA 01970 Cambridge, MA 02139 (978) 745-2288 (978) 744-7379 (617) 49 -8315 W a U) A0.® { i 2 11 �5 NDEON � y Disclaimer: This plan is not to scale and shall j STREET not be used for accurate measure 7 S a X29 - � / menta of i building locations property line 8 p p y and/or street H J`,� ❑ C' N layout dimensions. This plan is intended for 110 ~ ��► �SSE� CYN N graphic hb purposes only to show the general , Z 3� Fc neighborhood. CD p N o co 10 CD tj SEX STREET � 10- -4 r ES .c m cn� o W 03 20�-197 9 2 �,.� - o � 0 FLI o �� ESSEX STREET 227 273-2665-263 261-2557 231- N a STREET 27 2]]9 �� S'I• o E-+ N ER �' N / W 7a CHART w 39tj n 9 770 tTl w 0 Li it 9 Li BURS N SQUARE 5 �,� 2 ` X Z 0 � < 9 � _ tis 235 231 2�5 223 '� N a 3 nx 1J S'�� 2 2 FRONT STREET 15 � � � C J �n 3] FR 25 2] 9� Cd 9 X. N f -C PA Kl.❑ a`LE.� , D P - -- -� 1 �, '' � •� CP�Iv ATEA 6 i -� e �, ,��EE� Zg PTCKERZNG Wa NORMAN STco 3 T WHARFS NEV DERBY i �,: ► 1 g r : . ": �� 1 84 86 ~ 9(,� co GEDNEY ST 0 , v co � U N SOUTH RIVER � o _ c' SOUTH RIVER i O i N � J e- r � • � N ST. DODGE -]1 7 3 a i —rte Z STR E� 3 ❑ d z C3 ry � .c , 0 0 co _M 38 2 ►►� 34 46 > Q n BODY �- 24 2g s2 STREET •0 PEA _ S6 L L ry `D W W ^ o D co ( a CA a Ln r STREET ' D 24 30 32-34 38 40-42 44-46 48-50 52-54 56-58 60 64 70 SHETLAND PARK -o WARD -]6 1 _20 22 7iD 6 8 o � MILL STREET 00 % ❑ — � Q ❑ J `�,zo 2a2 Pco 4, o :� a O � i CA 0 ^Q ❑` % / %n N - - J ■ !, \�Y' 500"..` $ \I..J N I J- J J J U ,`�,� / X60 HARBOR 18 24 32 34 36 38 40 42 48-54 5 STREET 12m .` 0 .� o CL APPROVED < ❑ / a SITE: PLAN O H � �� tir 3 ❑ co LYNCH ST STREET Q 16 � m �. J' �' CE PLACE W C� PRI 4 W F- Lal 1 Q �� ❑ % -1 — ..� a 0 W z d. .a U M ti OF Z \, N� �❑ oz LJ IAN yN J W PATROWICZ 7 L7 CIVIL ST Z Z v an as A9-c' ��oQ ;0 L :n U P �� M _j �� / N�d� 40-42 gq"46 S2STL roEET yS/pNAI� J �� W y ❑ C Q f 03 20 2p co '"� o cool ❑❑ G1 .5G O O •HTR 146 ON GC RANP`x NLY SM„ 108] GTR 1 {��\\ �xH �k'WLI lr\ _ _--_- N} ON RAMP CENTURY BANK 10.34 i. ON GC RAMP IUP i Nc X116 1 m ':�, li• eis' N/F CENTURY ASSOCIATES REALTY TRUST Lp 1 ON�C 1x0 � tl ICIG74 068 STC 37 CENTRAL STREET O 10.96 ON GC GTR ON GC -�81N STC 1'83 ti ASSESSOR'S ,YAP 35. LOT 266 SITE PLAN NOTES TOP CONI -_.- Q iNH' •11 a1 10242G R �c^� DEED BOOK 12836. PACE 409 6"(WITHIN CITY STREET R.O.W.) ♦'(nRl�-THRU) BIT. CONIC. 1016 ON CONC 9^ LOAM AND SEED DEMOLITION GTR o20 ''068 BINDER COURSE ALL DEMOLITION OF STRUCTURES, UTIUTY LINES AND OTHER APPURTENANCES SHALL BE SPECIFIED AND PERFORMED BY OTHERS. xOWLn `'1H tl I', . W3b ON cc 10 2B OR f CONCRETE GN Gc o 1 06_• 0SMH3 •N src 0 CON 10.27 ,0.46 11 / pF� 1123 1l ,U:e .41 ON GC 1064 MH ON GC PT ON GC - BIT. CONC. CBSN 11 18 %MAK 1055 986 1043 9 1126` T'A„01073 . O JUL ILL D�GT�sANP ,G„ ` cG / •1;R1 <9w <� \j��j��j��/��j��j�\j�\`�\�," 6" MAX. TOP COURSE THESE PLANS DO NOT SHOW ALL UTILITY LINES (AND UNDERGROUND CONDUITS) SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE „�., GTR 11.02 y.,,0 48 dy�l 1 10 07 C y' / Zp / / / / / / / / 3" MIN. 2n s.G I RAMP 1214 SY �\��/�/�/; _ ABOVE GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LINES SHOWN ON THESE SITE PLANS ARE o 1G 5, WG 70 '� .APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION AVAILABLE TO PLDE AT THE TIME OF THE PREPARATION OF THESE SITE WALK NCC RAMP 65 /' Z 9 CO 1038 SHOE 03cc RAMP I 2c OR BLDG -I'- Q w 9.76 PLANS. PRIOR TO ANY SITE WORK THE SITE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTIUTY LINES. ADJUSTMENTS TO ,..r ON IV PT 0 GC Er.L 15 _ 10.0 / • 9 GTR 9.86 ON cc �• Q �� j 1 iUTIUTIES (IF REQUIRED) SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR BASED ON ACTUAL FIELD LOCATIONS OF UTIUTIES. '� T CTR I BES �K °�' 11 31 _ �4 "'• N = .�;: IPLDE ASSUMES NO RESPONSIBWTY OR LIABILITY FOR ANY BROKEN DR DAMAGED UTILITY UNES DURING OR FOLLOWING SITE ►--•+ a A g,69 0 08/ EP OR PRK SP O TOP CONIC - Q 1 OR COR PRN 55P\ OR .O •! '`.' Q "•�., ..3: - .. O ( ) ( ) i21.6SIC ' \ - 1032 Q r (EXCAVATION/ CONSTRUCTION. PASPHALT ARKING 4a OLIN R UNKNOWN •MTR 9036 6-- �'''- U ,�=..5•;. . O �N Gt AW, I \ 1l C.yC I -- 'O• :. ~'Y,'L-z l./1 ' ASPHALT \ a`�F� PQ,NG =- a • ti.' C09PACTED'ORAVF.L PROPOSED SITE UTILITIES E•••I ,� ,D.,, •9.SB 95. o5G / F -_ Q- " BASE.- THE FOLLOWING NOTES PERTAIN T T - © EP TR ,Lp �P� _ - - 0 THE UTILITIES OUTSIDE OF THE BUILDINGS. UTILITIES INSIDE THE BUILDING SHALL BE SPECIFIED BY SE.- 7 1O DBL rL1 - _ O OTHERS AND SHALL BE CONSTRUCTED PER THE MOST RECENT BUILDING CODES. W ° Tel I J 10.20 OP •OP �% �. y JT 975 Bcs / •9?78. 06 =- -', ,; :,�tOP CEMENT:`` �=='.,.':�:.- O -� �•:Q'� - - CONSTRUCTION METHODS. INSTALLATIONS AND MATERIALS OF ALL UTILITY LINES SHA v 9.Ofi 4TP P - LL CONFORM T T E R 0 THE MOST RECENT GTR , - � _ ECEN BUILDING I---�1 CT 1 O (eT R �. CONCR 5�Pv+y - �, ;'.,-„ > : - - CODES, MASS. HIGHWAY DEPT. SPECIFICATIONS AND CITY TOWN DPW, ENGINEERING, WATER AND SEWER DEPT. REGULATIONS AND x� o ON Q P O •. O (TOWN) � GC BEG ..- °r G 1R SPECIFICATIONS. FINAL LOCATIONS AND INSTALLATION OF ANY NEW (OR REPAIRED) UTILITY LINES ARE SUBJECT TO THE APPROVAL G7R° - EP �Re �BEG f9 9 � n o� E°3G �p- U _ -9 65 FROM THE CITY (TOWN). PARKING LOT o I it)1) GTO 959 z•6; = I 1 - ,0 2B\EP ��EN"3%3 . Q- O _ PRIOR TO WORKING INSIDE THE ROAD RIGHT OF WAY, THE SITE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS TO PERFORM SUCH O N/F SALEM REDEVELOPMENT ct` Z c + P CT �E I-- -III-) AUTHORITY O m 9 41 CONIC CEIRB �DEy1AEK - 9,n6 cc END G� COMPACTED FIRM, o- ti a 3 FRONT STREET 9, Go,c. P68 P] \ STABLE SUBBASE -III a- _ I=III= I I WORK. THE SITE CONTRACTOR SHALL CONTACT DIG-SAFE O 1-888-344-7233 AND/OR THE RESPECTIVE UTILITY COMPANY PRIOR TO ASSESSOR'S .VAP 34. LOT 420 920 O 9 �� _ _ - - - I =III- COMMENCING ANY UTILITY OR EXCAVATION WORK. � �' DEED BOOK 7108, PACE 562 ON GC BE' DBL YEL 9}4 •HTR GN GC 2R II TO ORDERING TH -III-- -I I �-' , -I- I , o W a °I+ ( � I THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE DESIGN ENGINEER FOR APPROVAL PRIOR IN E i ON OC 9 4` 121N MPL Y ' STRUCTURES, MANHOLES, TANKS, PUMPS, RIMS, PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS. a BE ////;/;;:, 9 98�END � 930 9.1] •E1 ,� 0w7 LP GTR 4 NOTES: $,H X.8 'I. VERTICAL GRANITE CURB TYPE VA-4 18" DEPTH x 6" THICKNESS. DOMESTIC WATER SERVICE: THE SITE CONTRACTOR SHALL LOCATE THE EXISTING WATER MAIN AND WATER SERVICES PRIOR TO a 9" / 2. BIT. CONIC. IS NOT TO BE USED AS A SUBSTITUTE FOR CEMENT ASPHALT O`"" 1 j �� O CONSTRUCTION. ANY WATER LINE CONSTRUCTION SHALL COMPLY WITH THE CITY (TOWN) DPW. WATER DEPT. AND ENGINEERING DEPT. ` n Do PARKING 958 O BIN MPL SPECIFICATIONS. MINIMUM EARTH COVER OVER PIPES IS 5'. BIN MPL �� ` 575 CONCRETE. SMH •Mf 121N MPL YV_LSn�=• :3. MORTAR JOINTS BETWEEN INDIVIDUAL CURB STONES. x 19?5 . 4 4. PER MDPW STANDARDS 106.3.0. DO v a TE SIDEWAY M 6 •MTR 5. CURB REVEAL = 6" FIRE PROTECTION WATER SERVICE: THE SITE CONTRACTOR SHALL LOCATE THE EXISTING WATER MAIN PRIOR TO CONSTRUCTION. ANY w CpNCRE ON 9 9CTR17 ' BES 9<� oN Gi 974 6. ALL SLOPED GRANITE EDGING SHALL BE LAID AT WATER CONSTRUCTION SHALL COMPLY NTH CITY (TOWN) FIRE DEPT., WATER DEPT., AND ENGINEERING DEPT. SPECIFICATIONS. FINAL w Z LOCATION OF HYDRANTS OR PIV VALVES SHALL BE SPECIFIED BY THE CITY TOWN WATER DEPT. MINIMUM EARTH COVER OVER W 945 YEL ENO I 1 IS'3', ih S� GT�9\ ��B9 92 GC� 2W MPL THE SAME ANGLE THROUGHOUT THE ENTIRE PROJECT. ( ) ( ) X o O I O �,!� 87, B GBSN < PIPES IS 51. Z 940CII`i 5w I ��:°MPL SALEM �'� 9.15 °"°` VERTICAL GRANITE CURB DETAIL Q '-' o p7R GTR "CON `�o GAS SERVICE: THE CONTRACTOR SHALL LOCATE THE EXISTING GAS LINE PRIOR TO ANY CONSTRUCTION. IF GAS CONNECTIONS ARE a 8 95 'i 49 TMH LAUNDRY IIION OC - LAUNDRY % p mac+ ``� 121N MPL REQUIRED THEN FINAL LOCATION, SIZE. DEPTH AND TYPE OF MATERIALS TO BE SPECIFIED BY BOSTON GAS COMPANY, 100 ASPHALT 9.46 943 cc PT �ouH T B9d 'j n PARKING O"CC PC ON GC PC I •MIR N/F JCH REALTY TRUST, COMMERCIAL STREET, MALDEN, MA 02148, CONTACT: COLLEEN LOVE (617) 723-5512 EXT. 6334. yTR 943 j JEFFERSON HOOPER „ V - 1 aiGG SEWAGE DISPOSAL SYSTEM: THE CONTRACTOR SHALL LOCATE ALL EXISTING SEWER LATERALS AND DETERMINE THE PHYSICAL ON GC EG I , ""j 41 LAFAYETTE STREET CON \d4 v . O O BES ASSESSOR'S MAP 34, LOT 429 lj/ �� 9E5 (CONDITION OF THOSE LATERALS. IF THE EXISTING LATERALS MEET CURRENT CITY SPECIFICATIONS AND CURRENT BUILDING CODES, DEED BOOK !3629. PACE 36 q: 0 p THEN THE EXISTING LATERAL(S) SHALL BE CONNECTED TO THE NEW BUILDING. SEWER LATERALS SHALL BE MINIMUM DIAMETER PVC: KL I 5.]5 / 8.79c_t 947 S75 BIN MPL ON GC B � I :SDR-35 WITH A MINIMUM SLOPE OF 2.01L (SELF-CLEANING VELOCITY) UNLESS OTHERWISE NOTED. O I /\ �_ 918 OH°`BE GRAPHIC SCALE IIF REQUIRED, THE SITE CONTRACTOR SHALL REMOVE EXISTING SEWER LINES WHERE NECESSARY WITHIN THE SAME TRENCH AS THE NEWT XLLEY hie �Ne c E ASPHALT PARKING IUTIUTY LINE(S). X AO �• \ �� GTR 20 0 10 � � � ON'GC '•TR '� _OIL IE` y.29 `I'y �1y STORM DRAINAGE SYSTEM; THE SI"fE CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO THE INSTALLATION OF NEW DRAINAGE LINES 9,43 C,SM�, ➢ `� �'c^ ,AND STRUCTURES. THE SITE CONTRACTOR SHALL CLEAN AND REPAIR (IF REQUIRED) EXISTING STRUCTURES IN ORDER TO INSTALL NEWT 1N C��( R' D � ON G` BC Ca 9.56 9.56 ( IN FEET ) (DRAIN LINES. SUMPS OF EXISTING STRUCTURES SHALL BE CLEANED PRIOR TO ANY WORK. SUMPS OF NEW AND EXISTING 5 m COR BLDG 'STRUCTURES SHALL BE CLEANED FOLLOWING COMPLETION OF SITE WORK. 71NMPL0 ➢ �-` �� „-REMOVE EXISTING VGC. 1 Inch = 20 ft. \ ON CC ENO % MAT930 CH NEW VGC TO ELECTRICAL SERVICE: FINAL LOCATION, SIZE. DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY THE MASSACHUSETTS EXISTING VGC, INSTALL ELECTRIC COMPANY, 170 MEDFORD STREET, MALDEN, MA 02148-7384, CONTACT: DAN CAMERON (781) 388-5367. .OR CONC RET HANDICAP RAMPS, I $05 /' INSTALL NEW CONCRETE N RET No I'I ;NI MPL bE ((�SSS o ''"°` O // SIDEWALK. ADJUST TWO TELEPHONE SERVICE: FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY BELL ATLANTIC, 459 MAIN P,C" SE 9 pE5t.10L;.,. •9.49 WATER GATES AS '.STREET, SAUGUS. MA 01902. CONTACT: DINO IMBERGAMO (617) 381-6403. 0 � 1iI5CBSN *B �R�PN,gO2a� 9<� \ � 9 MTR REQUIRED °C OSwH GC ,,5 B.BB \ 94 (FIRE ALARM: FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY OTHERS. M GTR 5.93 0%YEL � P '.iP GTR 71N MPL \�/ LOCUS ON GC END\ (EXTERIOR UGHTING: EXTERIOR LIGHT FOR THE PARKING LOT AND WALKWAYS ARE LIT BY THE INSTALLATION OF NEW 17-FOOT TALL O MH' N/F ONE ENGINE HOUSE REALTY TRUST INSTALL VGC WITHIN EMH O \ 1 ROOSE V ELT� (LIGHT POLES "PERIOD LIGHTING" ILLUMINATED WITH A DOWNWARD DIRECTION. FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS 5a. 51 ASSESSOR'S STREET �� 953 ►1 TARE TO BE SPECIFIED BY COOPER UGH TING, i?�r:, 1121 HIGHWAY 74S, PEACH TREE CITY, GA 30269, CONTACT: KATRINA SHY, PHONE: v02 O 8.38 �t ASSESSOR'S .VAP 34, LOT 485 ROAD RIGHT OF WAY TO -_� /h "%%; G. B'"TL 9a0 I DEED BOOK 17899. PACE 181 MATCH EXISTING VGC \ :R RESTAURANT '770-486-4800. /� uiR PLAN BOOK 207, PLAN 22 PER CITY = e 9P 2 O v 1 1 LOCUS AREA = 0.48±ACRES R 5 \ N/F CLCV REALTY TRUST Fm I SPECIFICATIONS TYP. f 300 DERBY STREET w u R• 89 s CONCRETE PAVEMENT +, I R=5' n $• %2 r'E11. DEEDASSEBOOK MAP 35. Lor 8 THE CONCRETE PAVEMENT CROSS SECTION FOR PROPOSED DRIVE-THRU SHALL CONSIST OF 6" THICK FORMED (POURED IN PLACE) ■ � \ �+ DEED BOOK 13683. PACE 328 6186 I'-' C ,\s R_5,� `�l -: (PORTLAND CONCRETE CEMENT (BRUSHED FINISHED) WITH 6'x 6' WWM. THE SUB BASE SHALL BE 6.0 INCHES 3/4 CRUSHED STONE TR '� , - REMOVE EXISTING (CLEAN). ON TOP OF 10" DENSELY GRADED CLEAN PROCESSED GRAVEL. (MHD M1.03.0 TYPE B. NO STONES OVER 3") COMPACTED TO STEPS �. GON�� R .9 2 G,. U / ASPHALT AAD 98X PLACE JOINT FILLER AT INTERFACE WITH BUILDING AND INTERFACE WITH CURBING. PLACE A SCORE LINE 5' O.C. PLACE O � p OMH tlF9 I Wit! \ CTR 928 CONCRETE SIDEWALK, EXPANSION JOINTS WITH JOINT FILLER EVERY 30' O.C. DBL TEL tic0� CTR ON CC , INSTALL NEW CONCRETE00 I T 4 R=10'- \ �, O % .//. SIDEWALK, INSTALL IVEW 0 BM/ ^A �" / - m \ �� VGC CURB TO MATCH �N ASPHALT --69s U" PARKING r -61N NPL `� \ '93U 'THE CURBING ADJACENT TO THE PROPOSED DRIVE-THRU SHALL BE VERTICAL GRANITE CURBING 4-INCH WIDTH AS / 9 Ill% EXISTING VGC (PER CITY ( ) SPECIFIED ON THE 1 0 a / 9 27 MTR 9 D O �N MPL 4 BOLLARDS NEXT`O GAR FLF / rNc SPECIFICATIONS), SITE PLAN. ANY CURBING INSTALLED WITHIN THE CITY (TOWN) RIGHT OF WAYS SHALL BE VGC (6-INCH WIDTH). MATCHING EXISTING O ,•(E EXISTING COLUMNS,TYP. \ / a ADJUST GATE VALVE' (CURBING AND SHALL BE INSTALLED PER CITY (TOWN) DPW AND ENGINEERING DEPT. REQUIREMENTS. WHEN MATCHING NEW CURBING v M;R. 858 •CG\6 BOXES AS REQUIRED 'TO EXISTING CURBING. THE JOINT SHALL BE FLUSH (AND ON LINE AND GRADE). SITE CONTRACTOR SHALL REPAIR ANY EXISTING 9DI .876- ; -1'R�40' +9 _� �-R=2• NO PARKING AREA / / •'�F_ '� 1 `��, �` OUTDOOR SEATING AREA IDAMAGED CURBING IN THE AREA OF WORK AS REQUIRED. ■" e 83 c H2 R=20 ,,- (PAINTED ON CONC. PAVEMENT) S ASPHALT ' � 1)` R kET COR BRK BLDG O IST'FLR S\ ` per- ID STEPS (D R `3Z�+9� +9® TRANSITION VGC ti� SIDEWALKS '�■+ ■1■� _� R= C INEW SIDEWALKS SHALL BE CONSTRUCTED AS SHOWN ON THE SITE PLAN. THE SIDEWALK SHALL BE SLOPED WITH A MAXIMUM CROSS m\ Q � ^b5n ,,o. SIG C� ` VGC FLUSH WITH �, ,� . \ CONCRETE PAVEMENT �2 HYD oN FEN�r / SLOPE OF 1.OR O O • REMOVE TWO PARKING ° W n FFE=9.65 - AND CONCRETE WALK n \R -«= O �u`'• �� CR' Eo/o� 'THE CROSS SECTION FOR NEW CONCRETE SIDEWALK SHALL CONSIST OF 4" THICK FORMED (POURED IN PLACE) PORTLAND CONCRETE M SPACES, REMOVE TRANSITION VGC c l f✓ c� ICEMENT NTH 6"1 6" WWM. THE SUB BASE SHALL BE 10" DENSELY GRADED GRAVEL (MHD M1.03.0 TYPE B. NO STONES OVER 3" o EXISTING VGC, REMOVE R_'S. 9 C R=20' % DVwC 890 pI06FNc gR\ r•P� ) 4- EXISTING TREE, MATCH II R Rtl' \ o B� .51� y°� (COMPACTED TO 98X PLACE JOINT FILLER AT INTERFACE WITH BUILDING AND INTERFACE WITH CURBING. PLACE A SCORE UNE 5' o � M/2 NEW VGC TO EXISTING O< \ °N°C 6 2 IO.C. PLACE EXPANSION JOINTS WITH JOINT FILLER EVERY 30' O.C. J VGC. INSTALL HANDICAP 1ST°FLR q GR N CC MP 947 RAMPS. INSTALL NEW 693 O 888 °N CC`900 e7ccBEG �PN1WLK 874 6.9 GC CC OR IMATCH NEW SIDEWALK TO EXISTING SIDEWALK WITH NO BUMP OR DIP. SAW CUT EXISTING SIDEWALK FOR CLEAN EDGE. Q � a Z "'c CONCRETE SIDEWALK, 899 / / / 860 SS� \\C. CTR 8 8.95 / '- a+ v ADJUST EXISTING GAS e 5 ON`°"` Ni G` °'R goo S�'P p7P °"'�\�""P IHANDICAP RAMPS SHALL BE INSTALLED PER THE MOST RECENT ARCHITECTURAL BARRIER BOARD REQUIREMENTS AND SPECIFICATIONS. C� to f N O Cl MH „8'7° Q QS/g �G4 / 9.17 3 GATES REQUIRED 912 EIC / R ! (HANDICAP RAMPS SHALL BE A MINIMUM WIDTH OF 48 AND SHALL NOT HAVE ANY SLOPE EXCEEDING 1:12 (V:H). SPECIAL ATTENTION N .11U m 871 / HRK G/ %1WK % WLR �+ 0 8 • ON oC INSTALL NEW 855 9 , • n Z RET �, ON GC't - 969 950 ) POST 881 / %WLK c, _ �Z /, PARKING METER / ' IST rLR. „TQMH t • c% 7 929 TO DETAIL IS REQUIRED IN CONSTRUCTING HANDICAP RAMPS. IF RAMPS ARE NOT CONSTRUCTED MEETING A88 REQUIREMENTS. THEY o i / r 8.37 CAR°L" AND ONE PARKING ;65rLR• ON eRK \pE:�� D' Q sNH w* 9 L" ARE DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REPAIR OR REINSTALL. M j- °'R SPACE WHERE THE s �" CTR \ 2^ (�\G�ece POST• d.TR9 O. 9.26 to 4CDR . BLDG "` 'W 93 EXISTING CURB CUT 8 DMHQ O,5 c ENH / o / / CON` IS, THEREFORE THE 15i7FLR• 897955 ST AS 0`9.21 8.6] GC 9.74 \%WOK \ \ FIRE STATION ; �� \V a s4 A o NEW LOSS IS JUST �� GT c 96 Gc RAM\p z ONE PARKING / O97 N Ov K \ cIL�\ rEL oA N/F CITY OF SALEM j SPACE ALONG °"IGC 9'M^ of i 48 LAFAYETTE STREET > 9 2B ` q 73 EN / urR t^ 9 41 AS'SESSOR'S NAP 34, LOT 419 7�C 887 DBL ILL O �f I LAFAYETTE ST. sT F:R SES 952 • 984 O Duu OR / -v 1 1 O DEED BOOK 5853, PAGE 465 c GTR II � L N eP v 5B ON cc 61N MPL \ < 919 %Il 9.05 1p O / LP 8.95 \ / 9,24 CTR. id STEP ST 'rn / GTR 9y \ / .CTR 74 U • ST SIGN 9.25 ` / 9'16 907 0l4 CC O HE38 -6%6 SENSOR ` 9 53 61N'MPL T N�T� / / ON CC �eO2 �Oo Y WLK ON CC 0T 978 / Ir�i��]�Q( {��/�•f� BOARD �(��( I•� N O WIBTE LN \ S7] 969 / / •GTR / WHHT LN 1fT VIC9 9.1'- ON GC' / LA \■ 17 \a B V��'.l ♦D � O n51)IION ON CONCi 9 5E ve • '( T r 0 O �t/ DBL VEL (`� ro \ QI� / /* 9.58 9.57 �g B 7, er.•'y'."•1 C.).- TRAFFIC ^' . N -4 •HTR \ G BC CBSN D �• , •� a" TRAFFIC '34 A \ 9 32 / � MN MPL / 9 3. ,ANG V.. 917 S `�� CONTROLS �.P O \ IST / / tF ON GC / \ 915 F � ON G: / m W A LAr P w�\ x WLI `\5 O= H 75 -� Y�•I O -4 =1 • tST FLR. / 915 ,/`„`1\\Y i of 9c DIS�g[ [!1 FLAGPOLE ➢ ON BR MSN( cm / '`�' / 93. al qc Q �' x WL 6 / M r Z 9 43 / O / / LAN ]^ 0P/ 5 / 011 9]5 SITE �' .f�17 \ 9 cn 02 GW GC PC •157 FLR BRK/ !9c on qc 9 23 O b4:q qc ` Q GTR .-) fl 11 11 \/�/\\�\ O 1x15DPW Z 957 •9 IN'MPL ` / \ on7 qc 9.80 on Drlc• / ST SIGN ON BRI\ 'I \ i� MEMORIAL ❑ G r 962 968 ON B ON'BRK�r`I. NtR 90•J� T II 90 smn y ON GC OC TRAF LIGHT f, O . y l Z 9.58 /Ao NH g0 55 LP 9 GTR 1 8.91 nl 9c 9 ON RCT TRAF Lm�1 LHL1 AFL 5TP LN �'•9.36 934• MN SIGN �` "MHO 'R HID / 10 9a`5 8899c O y ]5 •rc'.. ck 71 e cD J� 9 9n X Ill 930 921 - - 980 /' //// 0 §55 FET COR GTR 7'% CTR ON CC 987 / '✓ 61N MPL oal of u �i 9.49 T Wi-(ITE L - 9 23 9.89 x,78• 0''l GC on qc LP rl ON GC END 9 40 -- ' ON G1 '(:N 9.34 9 04 f . 9 55 �G O ON GC RAM �I Q •GTR -.-�' CRi05SW ASK CTR - BEC CC ENH M 966 % " PEDESTRIAN wLh ec cbsN 92W3tK 9.2 '/\\ r ` ON CONC _- / \ 1 j.� c 9.87 entl6 q< GOOD YEAR 0 ✓// 3 \Y/ O. EMH , L `9 77 OP / 9.a7 9.1 p CV's 9 49 9.62 or groin 9 45 1 5E Y eel \ or PX9 9P' pV on 9c car P1Anlr �89 c .N CONIC bra"O QTR 9.6^ W T LN c 9.i2 yG •9..`59 ASPHALT TIRE STORE EMHO \ / D9 72 BL VEL 980 Deg gc ,N_ oM b9 PARKING •924 61N MPL 9.6. Noun nose Des }I� N/F JEROME R SOUSA, JR ®cN7 c6i,. \ '(�J / 9 99 •b 19 an 9� 311 DERBY STREET j c917 99 C ✓ \SNH 1 9c C.9.74 ASSESSOR'S,/9. C`�` ASSESSOR'S MAP 34, LOT 413 Z _ _4 CTR 9.4111K ,s -10 \ 'L 9.]t �.,LJNA •�0 • �9c969 Des \1 PLAN DEED �02 O�POOK 73964PACE 366 t_) BC CBSN I / A \'IMT LN 9J2 �,Ow ON GC ca Pmlr ILII / !!ll r y • OR / . �. 9.56 9.41 L.L W I ( Ot O." Dy0 2 �,�. 896 . 955 MTR Dr9'conc PARKING ON •9.52 0l DD fp��1 91 " iu , \ // �� oGc944 LP / GRAVEL erne �v69 �H OF MA1 COAST cn I O EMH 0'1 \ l \ 9.7!71 41"2NPL GT .46 ON CC BE`8 •ON CONIC t al //_ J Cr) e e�+S I I \ \ 9 DBL YEL ON°C 9,66 j/ p `r SCATT IAN yG a _VIDEO STORE Z 0 i ,D \ F OENTRNC v B7 Bc'CB ON cON � N/F CITY OF SALEM' %" N/F LAFAYETTE STREET REALTY TRUST so ` \ 4 O 535 315 DERBY STREET j o PATCIVIL Nmi O \ O \� / ! '9rne ASSESSOR'S MAP 341, LOT 444 cJ N0.33656 76 LAFAYETTE STREET 9. 9 96' �` Lu M ASSESSOR'S MAP 34, LOT 417 - - - _ - 9 n6 • r/ DEED BOOK 3282, PACE 381 / DEED BOOK 15500. PACE 553 C).MH I s 7e ASF A /% O k_79 ,.CTR 41N NPL G� A9p'`F�1I S T EP�0 J 0 DBL YEL 9 25 Dog 9'1 �i �%" SS/ONALEN O e I , R P 9, cc / N/F BEVERLY COOP BANK ' Grp = cc 9 75 ON'cON �� 73 LAFAYETTE STREET /j a COm2 DBL LEL / ASSESSOR'S MAP 34, LOT 430 j DEED BOOK 17857, PACE 124 r/ A 1 Q 11 36 GNSGC RAMP�x WLµ SNH 1 OMTF +as 10.67 1087 GTR ATT M" • 1,39 It 0} GTR lu 41 ON t k WLK Op• I � ON GC RAMP j 1062 CENTURY BANK O Sd T•g, GTP, 10.94 ,290 \j.v ON�[x�� ON GC FAMP IOP C'NC (� 093 , r 1097 N/F CENTURY ASSOCIATES REALTY TRUST NOTES 0.62 to 26 10.68 C� 37 CENTRAL STREET 1 1096 ON°C °'R ON G` r CONC �� AssessoR's vAP ss. Lor 2ss 1. LOCUS IS SHOWN ON SALEM ASSESSORS MAP 34, LOT 485. O 1 BNS 1 O 1Mr8 .O Ot I'70N2G R �F`l DEED BOOK 12836, PAGE 409 2. PROPERTY LINE AND TOPOGRAPHY PER ACTUAL ON-THE-GROUND SURVEY BY NORTH SHORE O.p6 ON CONIC 10 20 ,10 6B DB SURVEY CORPORATION, MARCH, 2003. 1038 CONCRETE ori cc ';NB GP 123 ON GE GG o,,. 3 J2& .11a 51G GRAPHIC SCALE ON GC ,U 6: SMH O„ C PT ,.yrs O 10.27 '-4, OI ��1 .xCBSN it 26n %O WLh MH O 155 9.86 5 1,143 9< 11 ml HI DBL vEL ON V1sAMP10 14 N GG / 1041 z 20 40 so 3. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON NGVD OF 1929. THE BENCHMARK FOR 26 °7} - MIR < VERTICAL CONTROL (NOT SHOWN ON THIS PLAN) IS A USCS&GS STANDARD TIDAL MARK DISK SET O iMa GC ,,14 4'' GTR ~ // �G� 4.1 8 �• 9 yp 0 1Q 2.n SI, GG WG RAMP 2N d uj7.92. - --10- VERTICALLY IN THE WALL OF THE SOUTHEAST CORNER OF THE U.S.CUSTOM HOUSE ON DERBY CRETE S�DEHAIK N ec RAMP 1 ';1 N cG 1011 BL°c CON 1G�GC RAMP I ' 79 _J �_ _ CJi 976 STREET, ELEVATION 13.695(NGVD). W GC 10.60 9 8 \ CTR 1009 ( ) Q °„CC PT I D GC END C 9.75 ,D.o / yBB " 4. TEMPORARY BENCHMARKS HAVE BEEN SURVEYED ON THE LAND BASED ON THE PERMANENT 0-4 'TRO BES OP C PRN SP 9 GTR EP OR PRI, :P 1 inch = 20 tL BENCHMARK REFERENCED IN NOTE 3, AS FOLLOWS: T 1 n 1008/ O TOP CCMC 10 8B �. 0-COR P.55;P\ OP tin SIC 1 \ 0NTR2 100 ASPHALT PARKING 048 I m N 41IIJ R UJ�KNO>•N d� j�• nI ,BE 36 TBM 1: ELEVATION=9.48 DRILL HOLE SET rn \\ TBM 2: ELEVATION=9.17 DRILL HOLE SET U� NGC AND if 2� EP 90 E e TBM 3: ELEVATION=11.37 DHSB E"I ASPHALT \ _--! s '1'F \�G rn I PARKING �• F �, �P u 1f1„ 996 996 c� �o TBM 4: ELEVATION=8.73 DRILL HOLE SET z DBL IEl I 7' Z 1 © EP `-1 RI L Q n O r7. - OP O $: Q � \°P '� 0 ��9<� 5. PROPERTY LINE REFERENCES: (A) PLAN BOOK 117, PLAN 60, PLAN DATED MARCH, 1970 (B) w �' B REGISTERED PLAN 13813 A-2 NTH CERTIFICATE 8626 PLAN DATED FEBRUARY, 1930, (C) PLAN GTR MIR O' / , - Y74 GC'BEG r uc `NP Tn p c MTF SP1 BOOK 215, PLAN 90, PLAN DATED APRIL 29, 1986, (D) PLAN BOOK 207, PLAN 22, PLAN DATED o co MENT 950 °"` 2R \ �� F� JANUARY 23, 1986. t CTR r7 A�l; ON CC BEG Ff n 011'- 10.30 Si G� O ° 9 959 ��1 TR no 011'- \ EP PARKING LOT Z I 028 E 2 " - 50 EMR 3X3 ?4 �F N/F SALEM REDEVELOPMENT cre c E` - _44 i'• C3G f N AUTHORITY C m Co C.CURB I 51004 K N V.64 C END 3 FRONT STREET F:'' CONC• AS'SESS'OR'S' ANAP 34. LOT 420 0"E - of Gc eEc 04 9 66 7 972 DEED BOOK 7108, PACE 562 I N8I'13'5 P O TM" P \ I o IEL �„�° hum ti N 08'51'25" W N N 9 52 ON GC 2R 998 01 -• H _ 2.50' kp zIN NPL cyw v d C END , G7'R •(,�..� TR MH GTR 0,)3 / 1 ASPHALT M" O �7 Do % ' Cn PARKING O /927 1914 (D c MPC 9.75 N SMH I �/ 0M957 TR �, -n7 ..,)121N NPL \ x I� �p� 00 0) l.S v 4 L ,. 11 L9s0 �yIALK MfHS MTR / (n I .. CONCRETE �� u cc cip ' 9� o°c N W W N I o sa I 9:� 'NMPL LEGEND E-, W Z 9 65 4 0 DBL 11L END I O d g�45 co �'� GTk6 J7_\ B CBSN X E-� O ON GG (C•, 95, B96 cn, �. /� '< GN GL r <' WQI WATER QUALITY INLET STRUCTURE Q 0 a, _ TR SMH I 3.N MP`s SALEM !, 9 3 � �' LB LEACHING BASIN o oa* .� � - ASPHALT g,q6 943 9N GC PT TMH R ON CC LAUNDRY ��, p J�� o CB CATCH BASIN E` �i O`"� J12N_MPL DCB DOUBLE GRATE CATCH BASIN PARKING ON GC PC ON GC PC 00 MIR TR I N/F JCH REALTY TRUST, % 0 DMH DRAINAGE MANHOLE STRUCTURE 9 s! '/ JEFFERSON HOOPER / M 9 24 GTR 913 , 9 02 O GN GG D DRAIN PIPE oN a EG � ,�Ge j 41 LAFAYETTE STREET' � •O,°cONL. �4 w, 1 BtEs ,/ ASSESSOR'S MAP 34, LOT 429 i� \� 965 ,TJ ► O DEED BOOK f3629. PACE 36 9: L LEACHING CHAMBERS r I 6.75 - / / Vt% E 9`'J"CA SNTR1 I fiM MPl p >H GG B TBV TO BE VERIFIED FOR LOCATION AND SIZE AND ELEVATION Y'LoBY THE SITE CONTRACTOR PRIOR TO o >\�' , u. 926 CONSTRUCTION/INSTALLATION Y TBR TO BE REMOVED E ON GC BE TR TO REMAIN TL a � \ A L ASPHALT / cTR oN cc E.. 3 � �T'R PARKING 9 oy R HANDICAP RAMP GC 0 929 \ �f. (t VGC VERTICAL GRANITE CURBING g 43 DBL > OP �' mac^ SGE SLOPED GRANITE EDGING n � � � ` � \ nG 951 DROP CB 5} 06 TR G -N OC 859 ON p $ BC CBSN i\ C96 OR BLDG BC BITUMINOUS CURBING 71N MPL EOP EDGE OF PAVEMENT (NO CURBING) �N cc END E ELECTRIC LINE (TBV) ,NC RET �1 ` q '9tP L�'1 I oO WG / ,.a N 9 .62 `� ,9d4 T TELEPHONE LINE (TBV) �r IKET b11/ s, '� i 905 °P 10 / W WATER LINE (TBV) HYD > BIN MPL 6Ef' c S _ a N�� F �� .+JBE 'oN PC q�SF 9.72 949 / WG WATER GATE VALVE (TBV) THRFSHaF• �L IY L 590 tCK;N TRd� .R 5�R\P �$p.2 T". �\ p1a�9 MTR R HYD HYDRANT 1tlto P`Ep�NEN �,,'5 666 9..8 / S SEWER LINE (TBV) a.93 08,59 DBL 1EL V!r 3 •\ T�PS� ' ' -P GTA \ GTR ON CC j 719 NPL \�.J SMH SEWER MANHOLE STRUCTURE 907 \ oCTV CABLE TV LINE (TBV) ON GC END 6 53 NH 0834 MH ROOSEVELT'S �G GAS GAS INE (V) TBV O ` . ,, ( ) .J$ B.„85 PL ��11 �� 9 52 � RESTAURANT LPS LOW PRESSURE STEAM LINE (TBV) Q`';; MIR \ P �% N/T•' CLCV REALTY TRUST o� M R• I 300 DERBY STREET HPS HIGH PRESSURE STEAM LINE (TBV) !O ZsmiIIIIIIIIII ��GT ASSESSOR' 1MAP 35. L 3259 FOC FIBER OPTIC CABLE (TBV) C LOCUS OHW OVERHEAD WIRE cn a3 N/F ONE ENGINE ROUSE REALTY TRUST �• \ �� :3d A ;vG,, CTp tai 51 LAFAYETTE STREET LP UTILITY POLE WITH STREET LIGHT E L STEP O ec COSN D ON L0 ASSESSOR'S MAP 34. LOT 485 OP �Ga / 0 UP UTILITY POLE WITHOUT STREET LIGHT O p 1 SNk� DEED BOOK 17899, PACE 181 \ ■ O H' PLAN BOOK 207, PLAN 22 =G. s� \ / B<<- err�-N, 9,2ou DBL L. LOCUS AREA < 0.48±ACRES Z� GTR oN cc tl 9.26 VC VITRIFIED CLAY PIPE p CMP N TR i• 0 �� nG� ASB ASBESTOS�CEMENT PIPE D METAL E ■ ASPHALT ^ e 93 TBM�4 A�� m R° w .,�L I, ,.� Ui 8.77 , / / nG \ C R BLD PARKING �y O , � ORS �/ PVC POLY VINYL CHLORIDE PIPE O 930 CLDI CEMENT LINED DUCTILE IRON PIPE ■ I 1�'y &N NPL / p (� TL FNC RCP REINFORCED CONCRETE PIPE d tl3 / MIF O / �N CONIC CIP CAST IRON PIPER { °Ga Tw OUTDOOR SEATING AREA DIP DUCTILE IRON PIPE 8 76 822 ON C.11 I / ` /r y-+ G7R v ; \ O \ ASPHALT m 6 0 STEPS c R BN nl l c O ON cc \ / ��/// \ `/ "T F`R 14 ' - � FFE FINISHED FLOOR ELEVATION 4w '*"� Tc° / <� \ \ '<� MTR°" FBE FINISHED BASEMENT ELEVATION s�'o� \ J HYD �R�j ® MONITORING WELL O viu0 MiR'a �a �j ,.j GTR �pOV M 887 ON°CLING p. �,` ,`�� 892 �, 9✓06 R�c� P� EXISTING TREE (WITH CALIPER) o t�WG S 9 SIGN NTL FNC S\O�,�N TMC 1 666890 �ri'�r:::,. Gc^��G13m �ctea O8e7wd • J r NGC P 94,_1 7C,C • �� j..� PAINTED NO PARKING" AREA r<•1 y .IN SGC // 7 / / / /// CCB,7AC BEG •OPS O�x'x�K G.T7Ra B 9 CC OC B93 JN G�° Q N CTR O• CBLSMH O"y-:,�� / / / ` 920 vb76 PF'OSSy 904 �..7� f 7i - / _ X,I C RAMP EXISTING LEDGE OUTCROPPINGS Q Q N NIh' 871 / ON BRK A X WLK %Wt,µ k WLµ X ON G- 855 / 9 2+ 5 B,54 9 12 BC CBAa' X 711K 00 "^ ON°C`"` 9b9 T9FLR• Q ,� • �G __ EXISTING CONTOURS OF EQUAL ELEVATION Z 9.so POST B e, GHT // I iTSnM O t�'G STOK $4H GTR L917 7CTRWHT IN SFR95 BOQ 9 6dSTR EMHSH / 915 . .... SPOTS SHOTS PER ACTUAL ON-THE-GROUND FIELD SURVEY O BLDG \ M O BEG 0. GC 1 // ST FLR 8 t97 ST 5T SISNO SON C%2MAK \ TZ o a+ \V �; su�R n 9.0 aa� °" c GC RAN npo \ 953 TEMPORARY BENCHMARKS FOR VERTICAL SURVEY CONTROL FIRE STATION / GC j; ON GC 9.33 \ L °� EL T3M#3 N/F CITY OF SALEM ` \ 9.55 x WLK 941 s \ 48 LAFAYETTE STREET i 2B �i3F;R E��N/ 952 M0 964 \ 4� \ °"'" •op 'b ASSESSOR'S MAP 34, LOT 419 x 8 87 orBL tEL 1 O �� S/ \ 9.05 w ]} 8P ON GC 61N NPL OT / 9.29 DEED BOOK 5853. PACE 465 ! 67R o c NC / LP56 69 \ \wLKCTR O I / CTR 9.2a GTR: SSP CAR PARKING SPACES 941 Tn �. r/ 74 ST SIGN .925 x 1I ?' 9.26907 C) v 3B 0 •6%6 SENSOR f / n_ X WLK ON CC G R ON CC O \ 6114 NPL �� ro 7 36 5 �N.. 9 53 ON GC 9.62 �� ill n \ 9 78 / ■■■ tit n 928 \ ° Cl.CONC e 7 WHT LN HJ1 �9 9 H ON CC �,(�'�f Ha/q', Y O t WHITE LN GTR / N N C O57-GN ON CON / 9. 6 vEL \ •v'( TBM#1 M 0 m \ DBL / �II/VV��_ _ TRAFFIC ^ F- 1 54 P��MTR AN MPL G\1R8e(CBSN D , N .5 \ A A \ 932 + ,1 /TIE r,�0 . \ �x MkK G`t,\S�NGOEMH �F / �• � �� •� I�-v-t1 CONTROLS Lp R GNC \ 9,5 /1 O n \ • $'I F'., /GONG .81 6 t V • 9 51 •� GTR P 9 32 ° DIS 9r Q W FLAGPOLE ➢ \ o BR z W`LK PI e / FLAN PS O9- El _ Oj O4 Z 902 Ora GC PC �+ •y51 FLR 7BRn�/ / o12gc Vv 9 Oc 923 O �9 9= Q ^ 9.72 5 Y GTR . p / / / O ..1 DPW L 09 57 9 6 �V.�' 9.6, \ O°9< 0 9 65 5T S ON BR� �. •1 MIR 61N IPL y80 9sn6+n° on brick CMEMORIAL r 962 qgg+ �• (46 B fN OR, �� MIR v� WH+IL DBL vEL • ON GC OC TRAF LIGr�TV t E.�P 969 9OI 1 10.22 9 S 5.57 4.90 9 75 LP GTR yt09c975 9.05 UN RET 93] 982 `0 MHV50 MH �[. HVD 9.36Dko b-6r O °^9c 9.77 M6 O4 TRAF LIGHT DBL rEL O STP IN �'•9.36 09 62 t0 9 710. �!' X WL 9.34• SIGN DMH ,yy .(\^�]\ (\\ 975 at99c O 9.29 °n Glick 3 COF 9 21 9.69 J GTR ON Y \41N PL 0 9 55 °t�r O GTR T WHITE ILIJ,- ON GC ;7B 9 B1 n gc LP A GC CND ,910 _ ON GC RAMP 9 239.69 SIGNS ON GC 93.04 �, ,°955 VGG O GTR ✓� CROSS`NALK e 03 ON GC OTR / j' 83EC CC EMH c: M ,9.ba X9.50 VAh pEpEsrR1AN s(K VLK B CBSN x-3h iYe / /\\\� i \ eu ea -dq, GOOD YEAR M C ON CONC �- y 73 \ O 947 9.08 GLV 9.49 9.62 O w grave 9 45 rr� _ 9 77 •OP / cor Pkq 9°1 on 9<ca pM lr c�89 bee9 nn 56 9 390• 9 3/ '99--- x WI K 9.74 / °9 91 ASPHALT V ON CONIC `M" GTR x Nle - OP5 ENHO \ WRT LN DBL 1'El 9.80 be'g yc �y,\S�NG •S 59 n;g PARKING TIRE STORE 9 54 9W2 61N MPL 9.62 N/F JEROME R SOUSA. JR �_ C o� 09 9 �.49< Hall naHr 1 311 DERBY STREET U C 9.15 t 9< 9.74 ,� �1 ASSESSOR'S MAP 34. LOT 443 /� Z t' 93'1 X W 0 CNT C85N '0 ,,�\\`� 917 99 / Qn GTF Q \ �" SNH ° 62 ca Plntr 1 ":1 5115 945 9< 1es9 DEED BOOK 9731. PACE 366 - ry �24 GTR x WILµ � �1 � 9� �'M� \ ♦ .54 96 In Er �; PLAN 502 OF 1964 / Z C � Q ' 6:CBSN 0� \ NHT LN 9.72 V� 00. GC p •Op �\' 95N 1.17 W 1 mOso WG \ Z iil6\f ®cc MIR 97T PARKING ON �a q x 1007 \ n V"_ \ / as<an< GRAVEL y69 //� m 0991 TMH TNM \ 'A v \ 9.41 55B • f clap / C 1 I1J y I to 9.90 \ IIN2NPL 9IT O"GC 8E` QN CONC SCOTT IAN yG WEST COAST A OTNH \ \ DBL41EL ON CC 5 PATROWICZ n 0. W - _ � O4 NTRNC yind VIDEO STORE y�y7 oSM B�'EB ONC°" 935 /FCITY DERB T STREET o CIVIL 9 No.33656 so we \ 3 511) N ` NTF- FA YETTE STREET REALTY TRUST p I / , \ O 9re 4 O �p\,'� / ASSESSOR'S MAP 34, LOT 444 'O'pFG/STE �k4 76 LAFAYETTE-STREET Lu N '� X' 9 K •x9 a sr N 111J E't ASSESSOR'S MAP 30, LOT 41T - - - -i- - I �� DEED BOOK 3282, PACE 381 y. 1077 11 DEED BOOK 15500. PACE 553 OWN ' G� aNBMPL �CQLE�f 9.66 � 9.79 V DBL ,EL %WLK 9.25 c F`r NAL E \ •O __ I eSO14 976 984 N/F BEVERLY COOP BANK 0.09 GTR v/ 0. I ctR 90 °N°C B 75 ON 73 LAFAYETTE STREET *- bb, E, I ' GE °N°C ASSESSOR'S MAP 34, LOT 430 DEED BOOK 17857, PACE 124 •91, c� .-7 Q i t j I I I i I I I 0 Stair B U l I I Z n 1 E E-+ o I U Wn U M _ B o n i I _ A3.1 0 � M � I RETAILI RETAIL E-4 'n I O I ; 2IN .r co (n ao 5,628 sf I o OD I � rn z W 0 I I � ` a. I I 3 I 1 Conc ete I W Uj side alk with to curb I — gra I _ o ~ --------- -------- C crete.drive Drive rough Area I p� 00 2,351 z Concrete -------_ I LLQ 4 — — — r,6 _ sidewalk with --------___ I V g�r ate o 0 —o— I ------ / Building Comm n Area Finish Floor Ram u at Finish Floor Grade"at try P P Finish Floor 3 785 sf +9.65' � +8.8 ' 1:20 slope 1 I +9.65 rad at Ent +9.s5 LOBBY Entry amp up at Ito / maximum I 1:20 sloe 19.20' ._ P E U _- / Conde aximu O Des ELEVATOR 0 ailboxes MACHINE MAINTENA C N v — — — — MW _ — STORAGE — _ rn — J StairI V J TE PORAR MECHANICAL Go / I STORAGE TRASH STORAGE RETAIL ROOM AND REMOVAL Overhead `~ � O O i 654 sf I door for trash I J J removal v �_ � � *q1TZ7=— 1,77 M J 44: , oo U v I I I I I I A A3.0 JtAG Q _ rV*% � M 0 0 I *TV 00 N I co ENGINE HOUSIE Q PIZZA I RETAIL 8 _ _ — 2,003 sf 5,797 sf Q p I 16' Z a 1 Z Z \ I I Q \ I I I I 81 � I 4' W 1 Floor Plan First - - - - - - - - - - - - - - I I 0 0 4' 8' 16' coA l I A1 .1 scale: 1/8" 1'-o" I First Floor otal Area: 20,416 s.f. H l � I Stair B I _ 1,5791 SF Ch Two Bedroom o ' Unit 2010 E-+ x' I 1,61 SF Twol Bedroom O v, I S.P. 0 I I I o n I i I A3.1 0 �i = N fA 1 2 ❑ I 0 w n E-a OD j ❑ — ---- I --- ❑ I ao o rn OI Unit 10 00 l X Z W o 1,66 SF 00 Two Bedroom I N a ^ 1 3 I I nit 202 1,737 SF I — — — 00 Two Bedroom v — _ 0 l Light I Well ( ❑ U Unit 209 1 II 1,624 SF — One Bedr m I L I ■� .� a (One Inte or R ) 1 ■�•. I I I j / x 00 1 p U 1,578 SF Stair Two Bedr(oorn.. I p 00 ( ID M MLM Lu . a I I ----- - — - C1 0 to I I _ ❑ _ o — 0 0 I A3.0 J x 00 ^ OO — OO ~ O Unit 205 PLANNING ` ' N I ( I 1,477 SF ( o\/ED � I — — I I •p I 1 ( I Two Bedroom / 1 A- p p 1 1 1 ---- 11 00 o° SITE: 1 LAN Cn $ _ _ Unit 207 1 v I I 1 ( I 00 — — — 27 SF 04 Two Bedro_om — -- _ _ _ ( 1 1 Unit 1,634 SF Q Unit 208 1,517 SF — — ! — 1 Two Bedroom O c ( 1,582 SF O O Two Bedroom I — — _ m _v Two Bedroom I ( ❑ O CD 16' Z 0 O 0 Z O ID ❑ Z 0 ❑ I 81 J cn 01= O O ❑ O I I 4' W Second Floor Plan I 0 J A� .2 Scale: 1/8111 —0 I I 0 4' 8' 16' 2 Second Floo Total Area: 20,132 s.f. B A AM � 2 3 4 5 g As.O 7 8 o Roof — — — — — — — — — — — h Roof PAINTED HARDIPANEL Elev: 176.95 — — n Elev: 176.95' u 1FLOORS—CLADDING ON NEW UPPER to N O O O O O O O O O A O O O O O Q c° A 0 4ft O O O Q NE Z o o U � v Sixth Floor OL Sixth Flow � �— — — — — — — — — or [--� Slab Elev: 164.45' — — — 0 z Slab Elev: 164.45' a , O � oa , a o0o o A B A A A A B A F F F D Z o Z O O 0 0 0 O O O O O O 0 0 0 ni(iD A A O O O OIL Fifth Floor Slab Elev: 152.45' — Fifth Floor __-- _ Slab Elev: 152.45' Z — o n o F F F F A o \ °o O O O O O O N O O Q x 00 � � U -- -- --- - - L� W Z OIL — — — — — — — — — — — OL Fourth Floor X 'z O Fourth Floor 7)(Y Slab Elev: 140.45 ►—O — — —_ _ _ — — — Q H = o, z - �� Slab Elev: 140.45" o a 04 CD Z O O O O O M ZZ — o c~iw D O D �� X _ I oo �Ix 0 z N H N O Third Floor _ _ _ _ _ _ — --- - — -- ——- — --- _ o z cn w Third Floor U _ _ _ y Slab Elev: 128.55' ix of — Slab Elev: 128.55' z c� �R z O cn v~i OJ OK J v iv w — x w 00 1 00 D O D N r- N — Second Floor Slab Elev: 115.85' Slab Elev: 115.85' — — — O BB O s} z r NEW WORK AT o OO of GG FF cc CORNER in zo CC CC DD EE O O N Ground Floor 0 ■ Slab Elev: 100'-0"4— OL — _h Ground Floor — �' co Slab Elev: 100'-0" :3 --� EXISTING PRECAST EXISTING BRICK AND O co CONCRETE TO BE CORNICE TO BE REPAIRED to REMOVED AND REPLACED AND REPOINTED /�j West Elevation Southwest Elevation =0 w� Ef J v �AM/ Sccle: 1/8" = V-0" AM Scale: 1/8" = V-0" •� Key Plan �- �. cn 0 0 ..� � o 5 L 'Lu 0 0 L-0 ® J _ 4 Q i ■ ■ O0 00 cl 1pcoM .zy 3 Q O m 16' Z o v Z a� z W 8' C 4' m W J o QAn 16' / � 0 F--1 a 0 E o r, v N 0 O O u M O1 K L M N P Q O o ^^ Of E-4 N I O w «. PAINTED HARDIPANEL I w o CLADDING ON NEW UPPER o n I — — I I I I I FLOORSE--4 Elev: \ I Roof E Elev: 176.95' — — — — — — — — — — n e' co a ❑ F-1 NEW PRECAST CONCRETE xo w CoO OB . OB (D OB A OA OA OA - OA OA B OA OB - OB TO MATCH NORTH zo rn E-4o z I[Fo I u u I MR] G BUILDINF- x w O Q zo = NOIL d Sixth Floor — — — — — — — — Slab Elev: 164.45' v F-10 0000 ❑ � z 0 ❑ I ❑ i =I� Fa O Oz O OO C-4 O OA OT PI) 0A B OH 1 110 D: A III I LLJI ll====j H oL Fifth Floor — Slab Elev: 152.45' G_i I • z ❑ ❑ �! ❑ ❑ A A A W A B H A A A A I A T 0 A B H O O O O O O O z O O o 0 0 0 O O ❑ _ C-4 O O �-Q IF DLd ix H OL U Fourth Floor _ —� _� _ �'� _ _ — _ _ _ _ _ _ _ D o- Slab Elev: 140.45" Ell �r z O O O O O O Lu z W oW - C-9 z '_ N aOL Third Floor Slab Elev: 128.55' 0 w y LL-OR V z 0 C-400 wnj LJ 1 (0� J v f r= 2z I _ = L-JL-i -{ Second Floor T N Slab Elev: 115.85' Key Plan -�: 0 S j EE HH JJ HH HH JJ 5 � �, o Lm Lm v I11111 11111 1 OIL Ground Floor _ _ - - E= ^ a Slab Elev: 100'-0' i • LO 1=3 CM ' - 4�- - a 3 South Elevation ` �— o A2.1 Scale: 1/8" N `�. Cx D-- a 2 .... m 16' Z0 o > Z E W Z t 81 J in CL 4' m W AnJ o Q 6 4' 8' 16' Ito —-- a O I A B i 8 7 A3.0 ' 6 5 4 3 2 1 '1 �--� t i E E-4 . Roof Elev: 176.95' — — — — — — — — — E-4 N h-I o 0 `� B O A 0 0 0 0 0 O O 1-9 0 O 0 0 0 O O n RIS e cV t z U U U R I I Z � _O O n U U N E-+ N I OOIL w Sixth Floor _ — — — — — — — — — — Slab Elev: 164.45' Z N r, Z I w o •t o U o O OOOI D W Z O CU OD r ot Fifth � E4fth Floor � Z W Slab Elev: 152.45' �' I I Q o x ❑� 0 O O � � � N a ; o O v I N O_Z zz ip ix Fourth Floor _ — — — — — — — — — — — — o s Slab Elev: 140.45' 5 z~ j U C.D M ZO Z O M O i En W cD z ZW Third Floor06 I Slab Elev: 128.55' w o� 00 J m O V O G M O I U N - ob i Second Floor — — — — — — — Slab Elev: 115.85' LiT • j KK I KK I KK I NN 6 Cn p 4— 01L Ground Floor � O ■ Slab Elev: 100'-0' EXISTING BRICK ANDI EXISTING PRECAST I I I v/ vl CORNICE TO BE REPAIRED CONCRETE TO BE 4w .W AND REPOINTED REMOVED AND REPLACED q.. SimKey Plan o o J J ui ► 4 East Elevation o ! ma MJ ... � O Y A2.2 Scale: 1/8„ _ 1'-0" (D (1) a O O l I 1 ,, , a r • { ° O p M N �N • • Yd > • = Q co M 2 p ED oC 3 p SITEP LAN m 16' z v Z > Q) Z w Q Nv 8' "j w CL 4' W J 0 Q 16' W _A2m2 U. 7 .1 i O M Lu i Eo U – (n r C-' O G F E D C B 0 O U o ^ i O OL Roof c4 E-4 Elev: 176.95' o = 0 I W o n r DO 000 000 000 � � X00 0 � N co o I I I ► I I Z x ^ °° p; o U Sixth Floor m W " w o a Slab Elev: 164.45' —o _ — — — — — — — —z a) w Zo U U < C = E'So00 , 000 , , aoo , 71 , L.. N a C-4 z G G G Z I E f OL Fifth Floor I Slab Elev: 152.45' 0 N N N N 0 o I N O Z O z_ LuWjr Q Fourth Floor _D Of _ _ _0 w of �w of Slab Elev: 140.45" j U t = of H r 0 N N N ON 0 N z o o N L`' W =EIEI DO-Third Floor _ 0 Slab Elev: 128.55' Li 4 0N N N N EXISTING PRECAST N CONCRETE TO BE ■■�■ ', It�00 REMOVED AND REPLACED �--j -A 0 (sSecond Floor _ _ _ _ _ v Slab Elev: 115.85' I ( I I I I p _jV C/) I I I I I I4we 4w LQ) Key Plan p p N 8 OL Ground Floor M 0 " Slab Elev: 100'-0" v m. r 'a M w 4) • Q Q LO a 5 North Elevation A2.3 Scale: 1/8" _ V-0" 1 EM • - ® J 4 a M N • • • W APPROVED im SITE: PLAN Q 3 p m C 0 16' Z o > Z w a J 8' Z IL 4' m W J ° co A29 .3 0 4' 8' 16' (� I U-S U \OI 15M 41 l ' INSTALL VGC WITHIN ;' I6 , `�\\\\� \ \ LJ \ RET6.38 II i _ \ 81N I^ \ \ rT� I I d 1 ROAD RIGHT OF WAY TO \\ \ ROOSE 1l LI LTs I 1 TT MATCH EXISTING VGC \ \ 9.53 GRAPHIC SCALE I \I e521 I a, + LOCUS PER CITY \ \\\ O+ v:.N ssx RESTAURANT y P N/P oNE ENcrNE aovsE REALTr TRUST SPECIFICATIONS TYP. \ \ \\\ \ LP RE►71 AV iZti1�1 10 0 a 10 20 40 \. I I O \ I I ^ 51 LAFAY=E STREET \ \\ N/F CLCV REALTY TRUST \ � ASSESSOR'S TAP 34, LOT 486 \\ NEW\� \ \ 300 DERUr STREET 6.67 O I I 7e .. II DEED BOOS 207. PACE f8! P.MTR+ < y -� l� + \ \ ASSESSOR'S YAP 3b, LOT 259 xA !� ISI d I \ ' 1 PLAN BOOS 207 PLAN 22 R 5.?: 9\DMH \\ DEED BOOS 13683. PACE 328 Lows AREA = o.48fACREs \ \ \ ( IN FEET ) Iql II R=a5 REMOVE EXISTING UGHT POLE AND 1 inch = 10 fL h°I I 1 RELOCATE PARKING L+p C�, q� \ ti� REPLACE WITH A SINGLE-HEADED o EP 1 REMOVE EXISTI�J(� UGH POLE AND' \� O I I ' METERS AND NC, d'$I \ �\ " HISTORICAL UGHT. SEE ELECTRICAL REPLACE WITH LAI DOUB -HE�DED I - z I / RE-ALIGN PARKING HISTORICAL LIGHT SEE LECTRICAL 8.43 j�''�• SPACES, PAINT �j(1,'�� \\ �'m DOCUMENTS TYP. S � � \ \\ \ N► \ U n 1 } i \\ �� PARKING STRIPS OCUREMOVE EXISTING STEPS DMT5 TYF.r CC C� O I I B.77 7.98 CBSN 0 11 j / r 1 L \ \ '� 52 ASPHALT AND �Gi I ti / GN \ ro► .i +o O 5847 MN I I + \ O°:NTR CONCRETE SIDEWALK, _ O 1 I I I I P INSTALL NEW CONCRETE U� E 9.,2 SIDEWALK, INSTALL NEW tsr ELR V / VE EXISTING VGC, 9 � \ \ 1 TO (PE o VGC CURB MATCH 10.23+ \RENO \ \ \ \ O SPECIFICATIONS), R CITY W I I 1 ATCI NEW VGC TO \ \\ ADJUST GATE VALVE E-+ _ o I I I TBM 4 i R=10' �CISTING VGC, INSTALL \ \ \ \ ' BOXES AS REQUIRED �- 4 I HANDICAP RAMPS. \\ \ \ Q \ MM 0 I \ I I I I \ i1 INSTALL NEW CONCRETE / 6.90 \\ F+-�1 0 I I p„? /"', SIDEWALK, ADJUST TWO / GTR `WATE\R GATES AS \� REQUIRED \\ 0.19 'n°` 9.30 n I / / BOLLARDS NEXT TO \ // P.M TR n C G EXISTING COLUMNS TYP. \\'� 0 1 r� En I� I G \\ \ \ P. IREms.,. II O P.N O � - . CON Ico C R-40 / a 1 C, x c -}-�� NO PARKING AREA / �►\ �'� to.39 o>-r • INTE N ONC MENT) / +9.to �. ,' BRK B. ccS R-2 (PA D 0 C . PAVE / °" \ \ \ . �� \ 1 >� OUTDOOR SEATING AREA \ / RET L9.01 X: RK 7 I t / \ 16* ASPHALT n S I I I 1 GTR 1 \ ti',� GO / \ +9.32 1 7- x n STEPS ` 1 . ;.. ;. +9' \ N rn EP I I I I I R=5 w �✓ 9� TRANSITION VGC PROPOSED NEW DRAINAGE MANHOLE (DMH) AND 12 °v \\ \ \ \ ao W o \ I I I '�• "I'- / DRAIN UNE PER CITY SPECS. CONTRACTOR SHALL 96-MIL�C O1 DETERMINE FlNAL LOCATION, SIZE AND INVERTS ., . \ I I - _ - _HATER_ - VGC FLUSH WITH BASED ON EXISTING INVERTS AND PROXIMITY OF �� \ \ \ \ °i E� w Z CAS / CONCRETE PAVEMENT OTHER EXISTING UT1lITY LINES. \ n \ \\ \ 1 \ �' 'Z O \ I I" 866 I I K GR AND CONCRETE WALK WG O \ \ \ x I I / FFE=9.65 s ��" \ \\\ \ \ / f L` N a 9. � �+6� 10111 10 P.M�iFS:J I I I I IT.P.MTR I I I R 5' \ TRANSITION VGC \\ O��s`p�� \\ \\\ / CTR ilk R=20 D \ \� wc2 N� K HS FNC1eLoc R R-40' ST 8,87 \ E) , 2x2 MH TBM#2 I,� I I I SEW R \ // / \ \ \ 8.815 s° &64 CC brJ / Uy GC RAMP 9.47 dL OP 3N \ 6.8° 9.45 REM VE TWO PA KUNG / / / \ �'�, :- X.LK GC 9.0 I SPA S, RE O &70 BE. \ \ '60 G R4 GcGTR 9012 4] �I OCNi ^ I I I EX G VGG. R OVE / s .. GC 0C ./ / 5 87°RO\��V& �� y GIN I CC RAMP / ?v I I I EXIS G TREE. MATCH / / \\ \ i 9.17 z I I NEW C TO EXISKN G 6� I I VGC, I STALL1 HAAP ICONc /AVl /_ _ RAMP INST U_ «' ON BRX .7 - X' K %WL� 9.22© I O ® INSTALL NEW / P.MTR B- I CD TE SI WA , / MH 1.aWATER- I I I I ADJUS EXIS nG C S 1 i'�END PARKING METER I I I U I AND ONE PARKING I GATE A REQ IRED. n /'\ / 9. I / � I y � I SPACE WHERE THE / / I I EXISTING CURB CUTS \ / BIRK 907 / / BRK 9.01 x,NJC S-MH ^ I I Ln 9.55 IS, THEREFORFsT�IE \ / CTR \\f O cbi w.uNE GTR I NEW LOSS ff JUST / / HATER- `I I I ONEyP�CRKING / 4 8 98.,7 aM \ Y/ M2 I I I \ \\ I /SPACE ALONG \ / °"" - i;• \. \ 0 921 �j I °c'aac / LAFAYETTE ST. \ / y¢ cx15 dy\ \ \ >•a \ 4 GC MY [ S A II I� II II I II II \ I /56 �O 8.45 CONC 4. 9 ° . S97AWEI pIC \ �4 a\�►' \I I IIcn .53 9 4"A DTEL aloft -&,#H ag 9.76 X / '� 9E28 I ' 0115 I �.(� s jglfL 9n V l/rte. G1 I I / �,'� / \ P.M riO+ / `t`./+0.� DMH OP \ -•� / /-/ Q ^ �Q 9J3 0.I. - / 9.52 9.29 / / / O ■ GTR I a 9.73 8 / GC + t0. \ x NUf / / p 'h\\ wfQ II , I I 1 O ► _ 0"CONC. �./ 9.58 695 ,/ O 0 STEP I ti / La 9.41 .�1 / / ti 9.41 I I +6 6 SE404 1 - ��p� /// / �% / �O \\ \ X r6x R// • 2 99.07 a E " I I 11 I I II I �arl!L roc) O 1 m I I II I I I () �6N7 9.53 cc 9 / CC v^I 28 ;W..INE v6UE 7 �sT� 989 ORTMGo~C wa TBM#1 °l `�1L\ REMOVE EXISTING LIGHT POLE AND / / / / 9.56 \ '� _ / o.vEL I / f r I I ISI \ �°j REPLACE WITH A SINGLE HEADED / / /i / \\ V) HISTORICAL UGHT. SEE ELECTRICAL 6 G) j / \\ ( I ( t O871 �/ OO TRAFFIC DOCUMENTS TYP. P. ro / CBS" 917 CONTROLS tt!K GC 6o . . -N oo 9. /�i,� - I 2 /% / x x„1x EM c R5 O I I ,tRK / `v 9.15 \\ / / 9.25 �� 81+v_ / O O �LILGPDLE I I \ p32 + // GTR /j/ +s.et 9< / / 4- I \�j\per II 9.75 9.25 c 5 J � 011 O IK 9. Los a2 I Ia \ 902 GC PC O 9.23 , 2+ I I I I CiR 9.60 \ / BIN N 8NCT- 9.4I II II II R 1X1 nl\ �1�I�`!` �/ _ /// /\ %/ �/\Y�•� . an6 r / / / 980 / Q Q `O 9O + bck 0 GIS9 ' p \MEMORIAL RK +9.71 °RK 9.55PM .90 0C L IS W.11NE 968 'Od, �_ 0.91 i.lX7/T 5q MF, 9.69 CTR / / / ,�+ 02 D ,D 1 .� ' 9. II I I III I \ 9.56 + ELEC(UC) $ � O 7 9.09 10.22 1 + 0 NN � 9.75 / / RET I I -`�. DNH \ H,1) / / / is P6k9 O /9 75 9.30 + 9-82 I 9.38 9-62 NI + 1 !e b � � RET lA1GHT II \ I I I 0.1'EL X K OTR SIGN O .� / ��lF./ �� . 8.99+ O + 9.29 REMOVE EXISTING LIGHT POLE AND a 9.69 I I I .f - /011 M '.5' / ' IN LINE 9.60t.�►tL` �\\ / / AA REPLACE WITH A DOUBLE-HEADED 9.49 a r 9.23 Gc DM \ / / m / CC EM CC RAW 9.78 9.87 1Q/J\ HISTORICAL LIGHT. SEE ELECTRICAL 9.40 I I I I C] 9.69 � \\ \d vk /i ' d~� 9.04 M DOCUMENTS TYP. +GTR I I ' 1 Gc o II . I \ I Y'c %M1( x.6ILK 'lm / c"vg)ra/N 9c6B O CROSSWAIJX 9.75 rn0 N BIN N Ew % + � %2 ' CONC CBSN .WGTR +9 1 Lfi x77 �/ // \ +OP 3 9.47 PE9 / / 9c 9 9.62 `� 969 b.5 'O 1 I I roc) \ �\ \\ 9.390 I I I I I I ! \\ 9� �nt. ,{�ppd ASPHALT GOOD YEAR > LMH 9 34 I a / !Q/ / 9.74 N` t \ GTR I OP5 \ l�l DB/ W.LME �IIAt._ O.YnE \\ c>' 9.,2 / + +95� PARKING TIRE STORE L.L.. x.82 d 1 _K/ y 9` / I I � I \ I EW O / �+ \ \\ to 4 �5 9.89 9.54 ce 7 I DRAIX / %/ \ \\ / 9.62 / ne. N/X JEROYE R SOUSA. JR Q \ x"L0 I I �1E \ \ 9.24 9.62 0 cla l IrI 99 e�.60,. 3f1 ASSESSOR'S STREET s99 9= ASSESSOR'S YAP 34. IAT 443 / DEED BOOS 9731. PACE 366 a ✓ r41 / ti /j \4 d �\ / / PLAN 502 OF 1964 11-74 �Q+� 9.15 9.17 9.80 PInV � 9.18 �` �yL I4y91 I DMH 9.62 9c 61N b�79 cm 9.45 C1 �' y �. 70 ♦ .4�j�] j/ +op40 9 9c 9IP _ C %1N.KIQ\ ` tN.LBIE pI6V C9,24 BS VJ I VYY 1DMH0.14 \ I +9.72 �Fi /� \ / OP 9.56 9.54 \ A ++� 0� 9.56 ees 906C GRAVEL. PARKING _ TMH / l- s.93 �' CC +� U) N 9.91 - TMH l i 50 wG � CC - � - lJ EMH I 1 I \ •1 9.66 9.69 y 9.44 CONC \ xtapp. BES eN TMH I -rl 9.YEL \ _ o _c:�' GC SMH I \ I _ ��[{ 966 \ �a O 4 f. + \ b 9.52 EN TRNC \ O \ Y II I I I O \ NN M 9.69 \ N/F CITY of SALEM so WC \ \ 4! I I I I \ 315 DERBY STREET --_ h I ec°1°Ice CON+ 9.35 ASSESSOR'S YAP 34, IAT 444 - ---- \ �B`A• / SII 1 O ` \^ DEED BOOS 3284 PACE 381 im � 4 . P I 1 9.69 O - 9.61 `� 1 1 I I I +x � M,R N BE�ERLr VWP BA . PATROWIC Z fl \ \ \ t�8"Sffr --O O I 9.66 73 1"AYE7TE STREET 9.66 8 9.79 +G� ,g ASSESSOR'S YAP 34. LOT Oso ORNO \ LAND DEVELOPMENT ENGINEERING SO�jr SER (D y _` \\ \ 1 I I Y / I x WLK 10.09 s.zs cv DEED BOOS 17867, PAGE 124 \ 60 Washington Street, RArw� I �\ GG GTR \ + Salem, MA Q1970 1 ti �` so'�G Ej 1y = (978)745-2288 ON GTR GC RAMP tb r I