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HomeMy WebLinkAboutMiscellaneous - Exception (203)reel f Maugel ArcluM Inc. September 30, 2004 D. Robert Nicetta, Building Commissioner The North Andover Building Department 27 Charles Street North Andover, -MA 01845 Regarding: Riverbend Crossing Please be advised that based on review of architectural drawings, observations made during periodic site visits, the most recent being September 30, 2004 it appears that this project as built conforms to CMR 521 which pertains to Architectural Access Rules and Regulation. Thank you, Brent A. M gel A.I.A. Maugel Architects Inc. 200 Ayer Road Harvard, MA 01451 t: 978-456-2800 f: 978-456-2801 www.maugel.com - The Commonwealth of Massachusetts — Department of Public Safety One Ashburton Place, Boston, MA 02108-1618 CERTIFICATE FOR USE OF ELEVATOR Chapter 143.. General Laws, as amended Location: 0 Green Street. North Andover MA Capacity: Pounds Speed: Feet per minute State ID#: 210-P-162 F. T. #: 4000302 Issued on: 07/29/2004 F. F.: 01am_ Expires: lla1`t Apply for Re -inspection Thomas G. Gatzunis 60 days Prior to Expiration Date. Commissioner IN CASE OF ACCIDENT NOTIFY (617) 727-3200 AT ONCE. AFTER 5:00 Pill & WEEKENDS, CALL (508) 820-2121 REPORT UNSAFE CONDITIONS TO BUILDING MANAGER / OWNER Rosewood Construction • Corporation 259 Turnpike Road, Suite 100 Southborough, MA 01772 OFFICE: (508) 485-5333 FAX: (508) 485-9299 October 1, 2004 Mr. Robert Nicetta — Building Commissioner Town of North Andover 27 Charles Street North Andover, Massachusetts 01845 RE: Riverbend Crossing — Certificate of Completion 350 Greene Street North Andover, Ma. Dear Mr. Nicetta, This letter is to certify that to the best of my knowledge and belief that such construction of the above project has been done in substantial accord with 780 CMR 16.3 items 1 and 2 and with all pertinent deviations specifically noted thru the construction documents. Please do not hesitate to call should you have any questions or comments regarding this matter. Sincerely, Paul Geor e, Rosewood Construction - License # 001883 Then personally appeared the above name W. Paul Slazik and made the oath that the above statement by him is true. NotaryPublic: My commission expires: /011 Maugel Architects Inc. Final Affidavit September 30, 2004 Project Location: Riverbend Crossing Greene Street Town of North Andover, MA In accordance with section 116.0 of the Massachusetts State Building Code, 780 CMR, I, Brent A. Maugel Registration No. 5554 being a registered professional architect hereby certify that I have directly supervised the preparation of all design plans, and construction administration for the above named project and that, to the best of my knowledge, such plans, and the construction work meet the applicable provisions of the Massachusetts State Building Code. All acceptable engineering practices have been adhered to. I further certify that I have performed the necessary professional services on the construction site to determine that the work is in accordance with the documents submitted and approved for the building permit. I therefore submit that Riverbend Crossing is complete and ready for occupan �E. Ar�y�l� a�,46 cT September 30 2004 ° 'o. 5554 Brent A. Maugel I.A. Date BOSTON, Maugel Architects, 200 Ayer Road, Harvard, MA 01451°A Commonwealth of Massachusetts County of Worcester On this 30th day of, September 2004_, before me, the undersigned Notary Public, personally appeared Brent A. Maugel A.I.A., proved to me through satisfactory evidence of identification, which wasAyere personal knowledge, to be the person(s) whose name(s) is/are signed on the preceding or attached document in my presence, and who swore or affirmed to me that the contents of the document are truthful and accurate to the best of his/ knowledge and belief. Si9PaUwe0 if Notary My commission exr Maugel Architects Inc. 200 Ayer Road Harvard, MA 01451 t: 978-456-2800 f: 978-456-2801 www.maugel.com CONSTRUCTION ENGINEERING SERVICES Quinn Brothers, Inc. 239 Western Avenue Essex, MA 01929 Attention: Paul Riley Dear Paul, 12 PLEASANT STREET NEWBURYPORT, MA 01950 TEL. 978-465-2216 FAx 463-3522 November 17, 2003 This is to advise that, based upon fifteen general site visits and eight pre -pour inspections of the elevated slabs, I find the structural work at the Riverbend Crossing project, GreencStreet, North Andover, MA, to be in conformance with the contract drawings, the Massachusetts State Building Code, and good construction practice. Very truly yours, 'Connell, P.E. 5 No. 28967 vv CIVIL O Crl;'7�P ?lot Q STRUCTURAL INVESTIGATIONS He DESIGN 0 SITE ENGINEERING 0 CONSTRUCTION COST ESTIMATES MAR -18-_2003 13:53 ROSEWOOD CONSTRUCTION 5084859299 P.02 va a • oa_ yr vvlwtnv to w=u I VK TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER: / PROJECT TITLE:�']� ve//r--6 eil c2CJ /`off-li d, PROJECT LOCAT10i�:�I'ee/i/"E'G T �orT�t �iyabd��' .k NAME OF BUILDING.•-R,',Ler,6egc/ NATURE OF PROJECT-- INA T: IN COROAt E WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUfLp,�lG CODE L, w2�h>cr V. Rox REGISTRATION NO. .acs BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT t HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS. COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL STRUCR)RAL 0 MECHAIWCAL FIRE PROTECTION ELECTRICAL OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECTANO THAT. TO THE BEST OF MY KNOVVL,EC� SUCH PLANS. COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF T11E STATE BUILDING CODE. ALL ACCEPTABLE ENGINEERING PRATICES. AND APPUCABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY TWIT 1 SHALL PERFORM THE NC-CEMRY PROFESSIONAL SERVICES AND 0 EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BV►StS TD DEi1=RMP E 7MT THE WORK IS PROCEEEDiNG IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND M-IALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED MI SECrTION 118.0 1. Review, *,r cotmanoe tO the dosiar oomoept. shop drawings, Sat OM and COW vyt* h are subrrv-ftd by the corAractor in accor dw oe w th the of 'b'a construction documoft 2 Review and applmaf of the qu&W cantt+oK procedures for ad codwn qu.W cm*OUW MMW& $ 3- Be pn ment at intervals appopriaW is the stat a of oonsbuc n b bscouj96 9&mral y fa." -gar perkwmedd in aimamner consistent with the Cana nxftn do • tf t!b wak is berlg PURSUANT TO SECTION 1182 2 1 SHALL SUBMIT WEEKLY. A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BOLDING INSPECTOR. No. 'UPON COMPLETION OF THE WORK I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. SUBSCRIBED A" TO BEFORE ME THIS - D DAY OF I63��� _ V ,( -NO`T7PUBuc EVOENIA AEVAB"Noy POW TOTAL P.02 of mmoldmus Ir>lr00ml60 ErpfapMr31,20tt T - d 6666 86B 609 u014oa4oud a..i t d i aox d6s : aO t O 06 daS James Conway Engineering Inc PO Box 688,181 Route 13 Brookline, NH 03033-0688 (603) 673-6105 Phone (603) 673-3752 Fax CONSTRUCTION CONTROL In accordance with Chapter 1, Section 116.0 of the Massachusetts State Building Code, I, James N. Conway, being a Registered Professional Engineer, certify that I have performed the necessary professional services and have been present on the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the documents approved for the building permit, and have performed for the following as specified in Section 116.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents submitted for the building permit, and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Special architectural or engineering professional inspection of the critical construction components requiring controlled material or construction specified in the accepted engineering practice standards listed in Appendix B. After the completion of construction, I have performed a final inspection to verify the satisfactory completion and compliance wit`the plans, specifications and Rules and Regulations of the Massachusetts State 1�j� ilding Code of the intendfd a ,e nd occupancy. ames C Date Project Title Project Location Name of Building Nature of Project , P.E. Riverbend Crossing North Andover, MA Riverbend Crossing Plumbing NOFMq\ r MES N.ONWAY CHANICAL. 34145-M S ; EP���e Then personally appeared the above name James N. Conway and made the oath that the above statement by him/her is true. Before me, _Susan J. Wagoner NT /f, Public My commission expires: SUSAN WAGONER, Notary public Tres June 20, 2006 James Conway Engineering Inc PO Box 688,181 Route 13 Brookline, NH 03033-0688 (603) 673-6105 Phone (603) 673-3752 Fax CONTROL CONSTRUCTION - SECTION 116.0 M.S.B.C. CERTIFICATE OF ENGINEERINGIARCHITECTURE BUILDING INSPECTOR TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER MA 01845 GENTLEMEN: I, .-1 A M E5 A/, C MWAY 7 C, , HEREBY CERTIFY THAT THE BUILDING CONSTRUCTED AT�� 5W,55 DOES CONFORM IN ALL RI BUILDING CODE AND APPI FOLLOWING: // 6 AUTHORIZED SIGNATURE: DATE: REGISTRATION:_ �j 1¢6 - /-� P.O. Box 1310, Pepperell, MA 01463-3310 888-599-9302 or 978-582-0841 978-582-0890 FAX Fax To: Brunelle Brothers Inc. From: Ralph Hulslander Fax: (978) 663-9165 Pages: 1 Phone: (978) 663-9860 Date: 9/15/04 Re: River Bend Crossing Condo. CC: n/a North Andover, Ma ❑ Urgent X For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle COMMENTS: Weare pleasedto sub`mit'our progre'ss-inspectio6-report for the subject project: - At your request, we performed our Finale -Electrical -inspection of -the -River Bend Crossing --condo- project. We performed the inspection on 9/15/04. COMPLETION -ESTIMATE: 100% OBSERVATIONS: In general, the electrical contractor is providing an electrical installation that appears to be of a high quality. We find the installation satisfactory. We walked through the building checking that all the receptacles, switches and related plates were installed. We checked the unit electrical panels for required schedules as well as the main electrical room .panels. We did a generator start up. We tested the Fire Alarm Panel with random testing of smoke detectors and pull stations. We checked for exhaust fan start up during our inspection. At this time, we did not observe any unusual situations. From this visual review, it appears that the project has been installed according to the plans and specifications, developed by this office. . I reviewed and retained a copy of the Fire Alarm test report that was done with Mammoth Fire Alarms on 8/25/04. City Fire Department to conduct a complete test and inspection within the next few days. 'The pages of this`facsimile'transmission cohtain confidential information from -S. R.`Stafford'Engineering, Inc. This information is intended solely for use by the individual addressee named above. If you are not the named recipient, be aware that any disclosure, coping, distribution or use of the contents of the facsimile is prohibited. If you have received this facsimile in error, please notify us by telephone at (978) 582 - 0841 so that we can retrieve this transmission at no cost to you :l "" S. R. STAFFORD ENGINEERING, INC. P. O. BOX 1310 PEPPERELL, MA 01463-3310 (978) 433 - 9302 or (888) 599 - 9302 (978) 582 - 0890 FAX CONSTRUCTION CONTROL In accordance with Chapter 1, Section 116.0 of the Massachusetts State Building Code, I, Steven R. Stafford, being a Registered Professional Engineer, certify that I have performed the necessary professional services and have been present on the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the documents approved for the building permit, and have performed for the following as specified in Section 116.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents submitted for the building permit, and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all code - required controlled materials. 3. Special architectural or engineering professional inspection of the critical construction components requiring controlled material or construction specified in the accepted engineering practice standards listed in Appendix B. After the completion of construction, I have performed a final inspection to verify the satisfactory completion and compliance with the plans, specifications and Rules and Regulations of the Massachusetts State Building Code of the intended use and occupancy. - '(H OF . even R. Staff P. E. o`STEVEN q,�� STAFFORD' Oo� ELECTRICAL (Stamped) No. 3ia984 � Date o,� C�STEp'��4� PROJECT TITLE: RIVERBEND CROSSING PROJECT LOCATION: Greene Street. 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Box 1330 17 Batchelder Road Seabrook, NH 03874-1330 TEL: (603) 474-3900 FAX.- (603) 474-7755 URBELIS & FIELDSTEEL, LLP 155 FEDERAL STREET BOSTON, MASSACHUSETTS 02110-1727 THOMAS J. URBELIS e-mail tju@ufb.com Mark Rees North Andover Town Offices 120 Main Street North Andover, MA 01845 RE: RIVERBEND CROSSING Dear Mark: Enclosed please find copies of: Telephone 617-338-2200 Telecopier 617-338-0122 April 8, 2003 1. Letter dated March 26, 2003 from Joseph LaGrasse to Robert Nicetta; Andover Telephone 978475-4552 2. Letter dated March 25, 3004 from Attorney Jay Gregory to Attorney Michael Fallman; 3. Letter dated March 26, 2003 from Attorney Mark Corner to D. Robert Nicetta; 4. Letter dated April 7, 2003 from Attorney Mark Corner to me (2 pages); 5. Letter dated April 7, 2003 from Attorney Mark Corner to me (1 page); 6. Letter dated April 8, 2003 from Attorney Mark Corner to me. Also enclosed are two originals of Indemnification Agreements dated April 1, 2003 from North Andover Residential Property, LLC, William Depietri and Douglas Freeman. Please keep these in a safe place. Please call if you have any questions. Very truly yours, Thomas J. Ubelis TJU:jeh Enclosures cc: D. Robert Nicetta ✓ Heidi Griffin s:\wp5I\work\n-andove\cofresp\rees.Itr-riverbend.doc RECEIVED A 'FIR 2003 F)ING Mar 26 03 03:48p NORTH ANDOVER 9786889542 p.6 T -Z93 P.D ADS F-934 MAR -27-2003 03:50AM FROM - Joseph D. LaGrasse & Associates, Inc. � ,nwM,.lapre�eaetCl►ieeCl6.t�1 One 81m Square, Andover. MA 011110 W1. 478.470.3675 fax: 978.470.3670 March 26, 2003 Robot Xcctta, Binding Inspector Town ofNatb Andover 27 Chades Street North Andover,MA 01810 Re: Riverbend Crossing Dear Mr. Nicetta, Via Fax: 978-688-9542 I am sorry for the situation at bead; however. I did not create it. my position as stated previously is that my drawings refl = my, Property and Rosewoc d Development does not have righm to them. My professional stamp and the liability that is associated with it pertaining to this project are not traasfeaed to Rosewood. I have not issued any Architects Affidavits to R0"w00d pertaining to this pr 4ccL My attorney has sant cosrespondenca with refe- to this situation to Rosewoods attotaey. My position is clear; I will not be responsible for the Developer using my drawings, and my stamp. without my written permission. sincerely, U* ,�Db 14 Joseph D. w,� JDuB F1e:1727MXiaetta 2W Cc: Jay Gregory, esquire (via fax) Principals Joseph D. LaGrasse AIA 0 Phipppe R. 7hibauk AIA tdomber of the American institute of Awhiteca & Boston Society of Arc tents ,Mar 26 03 03:49p MAR -27-2003 03:50AM FROW NORTH ANDOVER JAYaMIGMY,EsO DowerDw:6V-4"1& n4 F.4X (617)880-3456 Michael S. Faiiman, Esquire Rierner & Braunstein, LLP Three Center Plaza Boston, MA 02108 9786889542 March 25, 2003 T -M p_003/005 F-634' Deaf Mr. Fallman. As we discussed today, I represent the interests of Joseph D. LaGrasse & Associates, Inc, ("313U). I have received a copy of your March 21, 2003 later concerning the North Andover project. Although I have not completed my investigation into this matter, I have sufficient information to address most of the allePtiOm in your letter. As an initial matter, please note that JDL has not improperly attempted to "hinder, delay, and prevent" your client from exercising its rights to move forward with the project. Instead, JDL has appropriately pointed out to the building depermnent that JDL has not granted permission to anyone other than its fbrmer client to use JDL's drawings. JDL is perfectly within its rights to communicate this fact to the building department. The statement is factually correct, supported by JDL's contract with its client, appropriate, and delivered in good faith. If the Building Department acts on this communication ._.....� and does not allow your client to use JDL's drawings, then the natural conclusion to draw is that your client has no right to use the Plans. You are incorrect in your March 21, 2003 letter to suggest that JDL was attempting to recoup from North Andover Residential Property, LLC CNA "I monies allegedly due from Riverbend Crossing Development, LLC ("Rivecbend"). In point of fact, JDL reached an agreement with Riverbend and accepted a oompr rmw Payment as constituting fnll payment for JDL's services on the original project - p.7 Mar 26 03 03a49p NORTH RNDOVER 9786889542 T-293 MAR -2T-2003 03:50Af1 FROV- Michael S. Fallrm, Esquire March 25, 2003 Page 2 p.004/005 F -83A Your letter overlooks the fact that JDL bas already Provided services to NARP to forward the project and has also berm involved in negotiations for NARP to Ply JDL for construction administration services. As you are aware, these negotiations broke down when your di=e failed to agree to pay JDL an appropriate sum (560,000) for CA sedvices.l-J L's estimate Voss entirely reasonable and consistent with the size, complexity, and cast of the act. A project administration fee of less than 1% of the construction cost can not be properly chmaetmized as exorbitant, unfair, or unreasonable. In your March 21, 2003 letter you suggest that Riverbend has assigned JDL's drawings to NARP. I would appreciate your providing me with a copy of any document that supports this contention that Riverbend assigned m NARP its rights in JDL's dotnmmts. Even assuming that you have sonic type of written assignment, nevertheless, it remains tree that Riverbcnd had no authority to assign to NARP umething that it did not own. The mere fact that IDL provided its dmwinga.to Riverbend and to the town building office does not mean that JDL has relinquished its owner wste ship rights in the instruments of its service. In this regard, article 8_I of IDL': contract with Rivarbend establishes unequivocally that JDL's plans remain JDL's property whether the project goes forward or not. Moreover, article 8.1 seam's in pertinent pact that "the drawings and specifications shall not be used ... for completion of this project by others [than Riverbend] ... except by agreement in writing and with appropriate compensation to the Architect." The fact that JDL did not file a UCC -1 Financing Statement with the Msssachusctts Secretary of State's Office, in no way supports your contention that .IDL bas relinquished or abandoned its rights in those plans.= Needless to say, it is entirely appropriate (and specifically contemplated by the AIA standard foam agreement) that a party such as NARP would pay JDL for the privilege of using JDL's plans and specifications to complete the project Contrary to your suggestion, this is not a situation in which JDL is attempting to extort money from NARP. In fact, the opposite is true. By threatening to sue JDL, NARP is attempting to intimidate JDL into giving up its sights in an effort to save a few thousand dollars in deveiopm mt costs. Such conduct is typical of developers s Apparently. NARp ratlssed to offer more thea $40,000 dad d= opudiated the mptiatioa and rpsimed aewher architect to provide CA service. for S21,000. You mentioned in our phone conversation today that you have "a memo" that sappers Your position that by dclivc do piens to die Norio Andover Building Dqm mmt, IDL has Smemw mUnquOmd, its owners up n9W in the plans and specifications. I am aware of no MMWhueetts law that suppesta this condom I ata open to persuasion if you care to share some ane law with me. P. e JMar 26 03 03:49p j MAR -27-2003 03:51AM FROM° NORTH ANDOVER Michael S. FalhUM E%Piw March 25, 2003 page 3 9786889542 T -t83 P-006/005 F-834 who. when they do not ff mcdiately get their way - think that they esu achieve their ends by tbrowing their weight around. Another issue that you overlook in your letter is the fact that JDL's drawings were never stated as being complete. and, in fact, were only intended to be used foundation be wired to pay foundation permit. What this means is that, in any event, NARP architectuzai services to create for a full set of construction drawiW As we discussed, IDL is not averse to NARP continuing with the projecL JDL understands that NARP has no interest in having IDL provide CA servicts. Accordingly, the other avenue for NARR to go forward using JDL's plans is that contemplated by artick 9.1— .a to wmpensedon to the architect" As we discussed today, JDL is willing to allow .appropriate to for; 1 a crib payment of $25,000; and (2) a defense and NARK to use IDUs plans in exchange ( ) indemnity agrement executed by NARP and its Principals. Should you have any questions of COUMOM Plew feel free to ODS me at any time. Very truly Yours. Jay S. Gregory JSG/dad 00746676 cc: David J. Hatem, PC p.9 %'03-26-03 17:12 From-Riemer & Braunstein LLP 61TB003456 T-626 P-002/014 F-323 RIEMER & BRAUNSTEINLLP COUNSPLaxSATLAW Tluee Center Plaza •Boston, Massachusetts 02108-2003 (617) 5239000 -Fax (617) 880-3456 640 finnlrietnerlaw.com Mark W. Comer Direct Dial• (617) 8803438 Writer's Direct Fay (617) 692-34'18 E -Mail: mcomeroriemerlaw-com March 26, 2003 BY FACSIMILE (978)688-9556 Mr. D. Robert Nicetta Building Inspector Town of North Andover Municipal Building 120 Main Street North Andover, MA 01845 Burlington office: seven New England Executive Parc Burlington, Massachusetts 01803-5008 (781)273-2270 • Fax(781)273-0776 Re_ North Andover Residential Property, LLC - Green and Kenwood Streets Dear Mr. Nicetta: This firm and the undersigned represent North Andover Residential Property, LLC, the present owner and Developer of a 43 -unit construction project (the "Project") located at Green and Kenwood Streets in North Andover (the "Property")_ As you know, our client purchased the Property from Riverbend Crossing Development, LLC ("Riverbend"), and in connection with that purchase received from Riverbend an assignment of all plans for the Project, including all plans prepared by Joseph D. LaGrasse, AIA, the original architect for the Project, along with all permitting and other development rights to the Project. We are writing to address communications received by your office from Mr. LaGrasse. By letter dated March 18, 2003, Mr. LaGrasse advised you that he has "not issued permission to anyone to use [his] drawings for the [Project]," until such time as he receives approval and is requested to be further involved in the Project, he does not "wish any of [his] drawings, or [his] name, to be used for the issuance of any permits whatsoever." You have advised as and our clients that, until Mr. LaGrasse's letter is retracted, it will serve as an impediment to your issuance of a building permit to our client to begin work on the Project. We respectfully suggest that, as a matter of law, Mr. LaGrasse's letter and his request cannot alone stand in the way of your issuance of a building permit_ As you know, the North Andover Planning Board issued a special permit to Riverbend and its affiliates on June 21, 2001. Following for your convenient reference is a copy of the Planning Board's decision. As you can see, the Special Permit was issued with specific conditions. Among those conditions is that construction must be substantially in accordance with building designs depicted on plans prepared by Mr. LaGrasse, specifically set forth on a Plan entitled Lower and First Floor Elevations; First, Second, and Third Floor Plans and Elevations appearina on Sheets Al, A2, A3, and A4, dated as of November 27,2000, 03-26-03 17:12 From-Riemer & Braunstein LLP 6178803456 T-628 P-003/014 F-323 Mr. D. Robert Nicetta March 26, 2003 Page 2 as revised on December 15, 2000. The Special Permit was not appealed, and was recorded in the Essex North Registry of Deeds. As such, it appears in the chain of title.to the Property. Our clients purchased the Property from Riverbend, and received an assignment of all rights to the Project from Riverbend, on October 25, 2002. As such, our client became subject to the provisions of the Special Permit, which specifically states that it shall apply to and be binding upon Riverbend "and all successors in interest or control." Accordingly, our client has acquired Riverbend's rights, and is subject to the obligations imposed by the Planning Board, to construct the Project pursuant to the Special Permit. Specifically, our client is subject to the condition that construction proceed in accordance with the plans prepared by Mr. LaGrasse and approved by the Planning Board. Mr. LaGrasse's purported lack of authority or approval for our client to utilize his plans is of no relevance to your obligation to perform the ministerial function of issuing a building permit, and merely gives rise to a civil dispute between our client and Mr. LaGrasse. We understand from Mr. LaGrasse's counsel that Mr. LaGrasse has been paid in full for the work that he performed for Riverbend. Mr. LaGrasse and our client were unable to reach mutually satisfactory terms on which for him to serve as project architect and construction administrator, and accordingly our elienfhas engaged a different construction administrator, who will be preparing final construction plans for the Project in accordance with the conditions of the Special Permit, including that the Project be constructed in substantial conformity with the elevations and floor plans prepared by Mr. LaGrasse. It is not our client's intention to "'use" such floor plans and elevations, other than �— to form the basis of final building plans to be prepared by our client's current architect, and to comply with the condition to the issuance of a building permit that is specifically imposed by the Planning Board's grant of a Special Permit. Having been approved by the Planning Board and as appearing in the chain of title to the Property, Mr. LaGrasse's preliminary plans are a matter of public record. We respectfully suggest that, so long as our client complies with all of the conditions of the Special Permit, as well as any other applicable provisions of the State Building Code, the North Andover Zoning By- laws, and other applicable regulations, to deny issuance of a building permit would exceed your legal authority as zoning enforcement officer as set forth in inrer alio Massachusetts General Laws Chapter 40A, Section 7. We understand from our conversation this morning that you have not yet fully reviewed our client's application for a building permit. To the extent that you determine that our client's application is deficient in any way, we stand willing immediately to cure any such deficiencies. We suggest, however, that, Mr. la GrasSe7S grant of authority, or lack thereof, to "use his drawings" may not, as amatter of law, serve as an impediment to our client's ability to proceed in accordance with a lawfully issued and recorded Special Permit. We understand that Mr. LaGrasse's letter has unfairly put you in the middle of a civil dispute between him and our client. Our client is prepared to provide an appropriate agreement to indemnify you and the Town, in order to insulate from any claims that Mr. LaGrasse may lodge as a result of your efforts to execute your duties as Building Inspector. A proposed Indemnity Agreement follows. Please feel free to contact the undersigned or my partner, Michael Fallman, if you have any questions, or further wish to discuss this matter. We are taking the liberty of sending a copy of this letter to Thomas RIEMER & BRA UNS TEINLLP — COUAIsFtoxsart.aw— It 03-26-03 17:12 From—Riemer & Braunstein LLP 6178803456 T-626 P.004/014 F-323 T .. Mr_ D. Robert Nicetta March 26, 2003 Page 3 Urbelis, the North Andover Town Counsel, whom you indicated would need to review this situation, in order to expedite the resolution of this matter. Please note that time is very much of the essence of resolving, this matter, since our client will suffer significant and immediate financial damages arising from delay in going forward with the Project Thank you for your attention to this matter_ MWC_jcz cc. Thomas J. Urbelis, Town Counsel (by telecopier) Michael S. Fallman, Esquire RIEMER & BRAUNSTEINLLP �_ COUNSILOR5AYLAW� 07 Apr 03 10:19 Mark W. Corner irect Dial• (617) 880-3418 writer's Direct Fax (617) 692-3418 E -Mail• mcomefOriemerlaw.com (617) 880-3456 617-338-0122 Riemer & Braunstein Pg 002 RI EMER & BRA TINS TEINLLP COUNSELORS AT LAW Three Center Plaza •Boston, Massachusetts 02108-2003 (617) 523-9000 • Fax (617) 880-3456 E -Mail Irm0demerlaw.wm April 7, 2003 BY TELECOPIER 617-338-0122 Thomas J. Urbelis, Esquire Urbelis & Fieldsteel LLP 15S Federal Street Boston, Massachusetts 02110 Burlin ton Office: Seven New England Executive Park Burlington, Massachusetts 01803.5008 (781) 273-2270 • Fax (781) 273-0776 Re: North Andover Residential Property, LLC -Green and Kenwood Streets Dear Mr. Urbelis: I am writing to follow up on our discussions on April 4, 2003, in which you indicated that you could not represent that our clients' financial statements, sent to you under cover or April 3, would remain confidential and would not be a "public record," as defined in G.L c.4, §7(26). As we discussed, such documents fall within the exception to the definition of "public record" set forth in G.L. c.4, §7(26)(g), and you have it within your authority to grant a "promise of confidentiality" contemplated in that section. I disagree with your statement that any such confidentiality under this exception would lapse upon resolution of the underlying issue. While a bid or proposal for a public contract becomes a public record after the contract is awarded see §7(26)(h)), and an appraisal with respect to acquired real estate becomes a public record after final agreement or expiration of the statute of limitations (see §7(26)(i)), there is no provision that a document excluded from "public record" status under §7(26)(g) may subsequently become a "public record." Having so noted, and notwithstanding the limitation set forth in my letter of April 3, you are authorized to open the sealed envelope containing our clients' financial statements in order to satisfy yourself and the appropriate Town official that there is sufficient wherewithal behind the Indemnification Agreement executed personally by our clients. Upon doing so, we would appreciate your immediately taking the steps necessary to eliminate any impediment to issuance of the foundation permit for which our client has applied. As we have repeatedly noted, our client has suffered damages from the delay in issuance of the foundation permit. As we have also noted, the Building Inspector was and is without legal authority to delay issuance of such permit based on Mr. LaGrasse's interference in the process. The Indemnification Agreement was given as an accommodation to the Town, since our client has no legal obligation to indemnify the Town from exposure from a specious lawsuit that Mr. LaGrasse may bring against the Town for issuing a permit to which our client. is entitled as a matter of law. Rather, our client entered into this r 07 Apr 03 10:20 (617) 880-3456 Thomas J. Urbelis, Esquire April 7, 2003 Page 2 617-338-0122 Riemer & Braunstein Pg 003 Agreement in order to expedite the issuance of the permits to which it is entitled, without having to litigate the issue of the propriety of the Building Inspector's actions. I look forward to speaking with you today, and to our client immediately receiving the foundation permit to which it is entitled. Thank you for your attention on this matter. Ve truly yours, Mark W. Comer cc: Michael S. Fallman, Esquire 767993.1 RIEMER & BRAIINSTEINLLP COUNSELORSATLA}a ---------------- RIEMER & BRAUNSTEINLLP COUNSELORS AT LAW Three Center Plaza • Boston, Massachusetts 02108-2003 (617) 523-9000 -fax (617) 880-3456 E-Mail firm@riamerlaw.com Mark W. Corner Burlington Office: Direct DiaL• (617) 880-3418 Seven New England Executive Park Writer's Direct Fax: (617) 692-3418 - Burlington, Massachusetts 01803-5008 E-Mail: mcorner@riemerlaw.com (781) 273-2270 •Fax (781) 273-0776 April 7, 2003 BY TELECOPIER AND HAND DELIVERY 617-338-0122 Thomas I Urbelis, Esquire Urbelis & Fieldsteel LLP 155 Federal Street Boston, Massachusetts 02110 Re: North Andover Residential Property, LLC - Green and Kenwood Streets Dear Mr. Urbelis: Further to my letter and discussions of even date, I am writing to confirm that our clients will not bring any action against the Town of North Andover nor any public official thereof, nor against you or your law firm, arising from disclosure, pursuant to a public records request in accordance with G.L. c.66, § 10 or other applicable laws related to disclosure of "public records," of our clients' financial statements sent to you under cover of April 3, 2003. I would appreciate your bringing this matter to the attention of the Town Manager this evening if possible. Please feel free to call me at my office number or on my mobile phone ((617) 283-3418) this evening if there are any issues that may need to be addressed in your discussions with the Town Manager or other Town officials that will expedite issuance of the foundation permit. Thank you for your cooperation. cc: Michael S. Fallman, Esquire 767993.1 08 Apr 03 08:47 Mark W. Comer irect Diab (617) 880-3418 Writer's Direct Fax: (617) 692-3418 E -Mail:- mcomereriemerlaw.com (617) 880-3456 617-338-0122 Riemer & Braunstein ' Pg 002 RIEMER & BRAUNSTEINLLP COUNSELORS AT LAW Three Center Plaza -Boston, Massachusetts 02108-2003 (617) 523-9000 • Fax (617) 880-3456 E -Mail firmOriemerlaw.mm April 8, 2003 BY TELECOPIER AND HAND DELIVERY 617-338-0122 Thomas J. Urbelis, Esquire Urbelis & Fieldsteel LLP 155 Federal Street Boston, Massachusetts 02110 Burlin ton Office: Seven New England Executive Park Burlington, Massachusetts 01803-5008 (781) 273-2270 1 Fax (781) 273-0776 Re: North Andover Residential Property, LLC - Green and Kenwood Streets Dear Mr. Urbelis: As we discussed, and as indicated in the certified financial statements previously delivered to you, our clients' home addresses are as follows: Douglas Freeman 107 Mary Ellen Road Newton, Massachusetts Thank you for your cooperation. 768232.1 William Depietri 15 Presidential Drive Southborough, Massachusetts Ve truly yours, Mark W. Comer i;. j;r' INDEMNIFICATION AGREEMENT April 1, 2003 For good and valuable consideration, the receipt and adequacy of which are hereby mutually acknowledged, Douglas M. Freeman, William A. Depietri and North Andover Residential Property, LLC, a Massachusetts limited liability company, with its principal place of business at c/o Rosewood Construction Corp., 259 Turnpike Road, Southborough, Massachusetts 01772 (collectively, the "Indemnitors") hereby agrees to indemnify, defend, and hold the Town of North Andover, including, without limitation, the Building Inspector for the Town of North Andover (hereinafter individually and collectively referred to as the "Indemnitee") harmless of and from any and all loss, liability, damage, and expense resulting from any claim brought against the Indemnitee by Joseph D. LaGrasse & Associates, Inc. relating to that certain project located at Green and Kenwood Streets in North Andover, Massachusetts, currently being developed by the Indemnitors, including, without limitation, as set forth in that certain letter dated March 18, 2003, delivered by Joseph D. LaGrasse & Associates, Inc. to the North Andover Building Inspector. All of the Indemnitors' obligations hereunder are subject to the Indemnitee's providing the Indemnitors with written notice within thirty (30) days of the Indemnitee's receipt of any claim, action, or demand covered by the within Indemnification and permitting the Indemnitors to assume the defense and settlement of any such claim, action, or demand and affording the Indemnitors all such cooperation as may be necessary to defend and settle such claim, action, or demand. Upon receipt of such notice, the Indemnitors shall prosecute, defend, or settle any claim, action, or demand covered by the within Indemnification with counsel chosen by the Indemnitors. The Indemnitors shall have the sole and exclusive right to settle any such claim, action, or demand and Indemnitee hereby irrevocably constitutes and appoints the Indemnitors as the Indemnitee's true and lawful attorney to enter into any settlement permitted hereunder. Failure by the Indemnitee to furnish the Indemnitors notice as required herein of any claim, action, or demand covered by the within Indemnification shall discharge and release the Indemnitors from any and all obligations and liabilities hereunder. Signature Page Follows 766432.1 (Indemnitors) NORTH ANDCOV RESIDENTIAL PROPERTY, LLC By: / wtiE Will am A. Depietri, Managing Member By: Douglas M. Freeman, Managing Me Will'ain A. Depietri Douglas M. Freeman (Indemnitee) TOWN OF JORTH-ANROVER, a -2- LIM duly Print Name: f i*.l� 91�6-5 Title: f Q w i� MAY1 AG t:-7P- 766432.1 ;� F CAPITAL GROUP pr' i., 61 i. I,. -I') October 24, 2005 Mr. Michael McGuire Building Inspector North Andover 400 Osgood Street North Andover, Ma 01845 RE: 350 Green Street Dear Mr. McGuire, I am in receipt of your certified letter regarding the parking spaces located at the above mentioned building. I have personally gone to the site to verify the dimensions of all of the spaces and there are a few between the columns under the building that do not meet the 9'x18' requirement, is there a compact size parking space that the town allows? If not we will. re stripe the few that are not large enough prior to the building being turned over to the association. Should you have any information on the compact spaces or any further questions please do not hesitate to call. Thank you Si erel r William Depietri CC: P. DeAnello 259 Turnpike Road n Suite 100 15 Southborough, Mas '1-6859 CAPITAL GROUP P R O P E R T I E S October 24, 2005 Mr. Michael McGuire Building Inspector North Andover 400 Osgood Street North Andover, Ma 01845 RE: 350 Green Street Dear Mr. McGuire, I am in receipt of your certified letter regarding the parking spaces located at the above mentioned building. I have personally gone to the site to verify the dimensions of all of the spaces and there are a few between the columns under the building that do not meet the 9'x18' requirement, is there a compact size parking space that the town allows? If not we will re stripe the few that are not large enough prior to the building being turned over to the association. Should you have any information on the compact spaces or any further questions please do not hesitate to call. Thank you Si `erel William Depietri CC: P. DeAnello RECEIVED OCT 3 1 2005 BUILDING DFPr 259 lbrnpike Road 0 Suite 100 ■ Southborough, Massachusetts 01772 ® Office (508) 357-8825 • Fax (508) 357-6859 Location No. �3 Date � fie - TOWN OF NORTH ANDOVER Certificate of Occupancy $ '�s':�•� ;s t� Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee /Z, F TOTAL $ Check # 15252 Build�.�sector TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLIS BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING 'I9nis Section for Official Use Ont BUILDING PERMIT NUMBER: �s,3 DATE ISSUED SIGNATURE: Buildin C_ ommissioner or of Buildings Date =E ��, 1.1.. Property Address::< 1.2 Assessors Map and Parcel Number: Map Number Parcel Number rl 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area Frontage ft 1.6 B1 -DWG SETBACKS (ft) Front Yard Side Yard Rear Yard Required Provide Reqwed Provided ReWred Provided 1.7 Water Supply M.G.L.C.40. 54) 1.5. Flood Zone Information: 1.9 Sewerage Disposal System: Public ❑ Private ❑ Zone Outside Flood Zone ❑ Municipal _ On Site Disposal System 0 2. Owner of Record' .57dc c, a��rs Name (Print) Address for Service JG y"ie d-5 Q 2�"�' 9 $ - y-7 40. 3015 lure 0 Telephone 2.2 Aut ent r ayj d7C (n Oly-Pe I �J If' Name Print)KIdda,�%j/ ftu-eckw2_ Address for Service: 03d%5 -3 kt3- - 1 -ft3- Signature Telephone �s 3�,. 3.1 Licensed Construction Supervisor Not Applicable ❑ 'RoXcE N, i p GS a® 19 ® p Address 2q5 1lo--Lr,) License Number 03&J- Licensed Construction Supervisor: 12 3 1 103 6VOTL4L — 1 t )�l Expiration Date 0yc i (J Signature Telephone 3.2 Registered Home Improvement Contractor Not Applicable ❑ Company Name Registration Number Address Expiration Date Signature Telephone '0 M X Z 0 r v n M Tm N z 0 z M 9 ►J Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yea ...... No ....... 0 scrrox .s->�o4r.t. �nss>,c+1cr xrc>r:scc $ter us sir ori CONSTR1k7�iI®lY CtA�47►L'' T'3T6 obi M�1f;�II 35 tyl4�TIL1 S'Af... , ., _.� 5.1 Registered Architect: Name: i' Address Signature Signature Name Address Signature Name Address Signature Telephone Area of Responsibility Registration Number Expiration Date Total Not applicable ❑ r Registration Number Telephone Expiration Date Area of Responsibility - Registration Number Telephone Expiration Date, Area of Responsibility Registration Number Telephone Expiration Date ,-u� e lz V e✓ in Charge of Construction Not Applicable ❑ .., z: ... ,... ... ,.., .. _.... New Construction ❑ Existing Building ❑ pair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition &K Other ❑ Specify Brief Description of Proposed Work: 0 ox:&e o-hy —e CLdte Q d TYPE A Assembly Al .r .,.• ,......:... USE GROUP Check as applicable) CONSTRUCTION TYPE A Assembly [I A-1 ❑ A4 ❑ A-2 A-5 ❑ A-3 ❑ ❑ ]A IB ❑ ❑ B Business ❑ 2A 2B 2C 0 0 0 C Educational, .❑ F Factory ❑ F-1 0 F-2 ❑ H High Hazard ❑ 3A 3B ❑ ❑ IInstitutional ❑ I-1 ❑ I-2 ❑ I-3 ❑ M Mercantile ❑ 4 0 R residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A 5B ❑ ❑ S Storage 0 S-1 ❑ S-2 ❑ U Utility M Mixed Use S Special Use 0 ❑ 0 Specify: Specify: Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND OR CHANGE IN USE Existing Use Group: Existing Hazard Index 780 CMR 34: Proposed Use Group: Proposed Hazard Index 780 CMR 34: BUILDING AREA EXISTING if applicable) PROPOSED - Number of Floors or Stories Include Basement levels Floor Area per Floor s Total Area s Total Heieht (ft) Independent Structural Engineering Structural Peer Review Required Yes ❑ No ❑ SECTION 10a Owner Authorization - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, �05P�p �t P. L O-G4&;3C (0 Aqe Ai- as-ewscr of the subject property Hereby authorize ���r C [,� LAI ) L2 ( 1 _ACL , to act on My behalf, in all matters relative two work authdfized by this building pd -mit application �--WL 1. ,�e1 oZ Si o Je,1A, Date K�xa'K 67rk�fi-r�.7w as mer/Authorized Agent Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury - �CkSCC� Print Name // e /looh6 Signature of OwneWAgent Date Item Estimated Cost (Dollars) to be x g Completed by applicant permit 1. Building (a) Building Permit Fee Multiplier 2 Electrical (b) Estimated Total Cost of / o 3 Plumbing Building Permit fee (•) X , d j) 4 Mechanical (HVAC) 5 Fire Protection 6 Totals (1+2+3+4+5) CheckU Number h /01,— LO G` _ /U'"Oi U nat{N�,(!C J 5i><Nf;)t�A� `'` 34j. ... i� (,. t i1'd fk .:. xa,l i'z"'.cG .r.?h..Fl f.. eeYi s ✓y:1Y�.�, Mill if SSk��>'a�lY ..'.`4 ��.{�1 l��, vi 1�..'��pX+ §l 3 ?$.'zs^�...*-Ay 'c ((�� 3- yyY' t s{` •� )k•�iy1 /' f 1 8' s.,''9.. j L✓` ")N�ef •�`` i � 12� .-,..r n s.C{ Xus�+.., ....ke . .rs g'w^..1 f..f ,�,M1ii. �:'..� .. J�+fa� A5y` a .'S`.f-,., i fe.: ;^ r . V.':`\ ��. r-- .�"L.f. f. '�'. "+i's �:2x 54 �;5?w -L%r jF''$� .. s! »s�E.a.#. S Yfi !'�i Yv 1..� .: rig NO. OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS IST 2ND 3RD SPAN DEMENSIONS OF SILLS DEMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CIMvINEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE yEk Nov use 01 03:blp (878) 470-3670 p.4 FORM U.- LOT RELEASE FORM fort be -Ko. INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance With any applicable or requirements. * APPLICANT FILLS OUT THIS SECTION a+.wk#att�f�ettftYlx*R'�T�kt"I APPUCANTt���'�='. PHONE����'! LOCATION: Assessor's Map Number-4&3PARCELS d SUBDIVISION- L LOT (S) STREET�.�E'l! 2 .�S7YPP�7 _ ST. NUMBER 35 U USE --� ONLY**�..y..+�,*..*,�,�,�..w,,►,�+.�►.x.. REG IyMENDATiON9 O TOWN AGENTS: CONSERVATION MIN RATOR DATE�APPROVED I -LS-aZ MlM 1�1cT E -This FncrU +S (:OR- DEMolt-6 ► DATE REJECTED_.. _ _ oF nly. NO Cons}�uc crnwoc� CS �ec�•+ urdar"'%5 oe-m u. ALL XdOti mJ_ fwt-cort 4nj-,Lcn, COMMENTS cv '4 Pau. he 1 .. lan, •aMovn+ �2�soo Mus+pie SQb0',46A }a Corer-,�zw% �>r1or taan7 A t5 CAO _"CAU%"CL Pu +f, Oc'derof -L bS %.k%o 3 T LAN COMMENTS . FOOD INSPECTOR -HEALTH \ SEPTIC INSPECTOR -HEALTH COMMENTS_._. DATE APPROVED _ DATE REJECTED_ DATE APPROVED DATE REJECTED DATE APPROVED DATE REJECTED - / EJECTED t�PUBLIC WORKS - SEWERIWATER CONNECTIO1 DRIVEWAY PERMIT. /FIRE DEPARTMENT_..._ RECEIVED BY BUILDING INSPECTOR., RAvised 9197 Im r Nov 02 01 033b1p r. 9781 470-3670 p.4 �2-IOZ� FORM U LOT RELEASE FORM C -or l�r-Ko. c; " INSTRUCTIONS: This form is used to verify that all necessary �a pr 'This n ter 1 rom e Boards and Departments having jurisdiction have been oh the applicant and/or landowner from compliance with any applicable or requirements. FILLS OUT THIS SEGTION***YYYY******x*"******* I iJV1ri'AkY'k**'rYStIYIYN*rtK'K7i•4kKytaY�pPLICANT - - /( PHONE 0�l 7'c)' APPLIC4NT�C-C�� . t" — PARCEL! % LOCATION: Assessor's Map PSumber�� - LOT (S) SUBDIVISION- - L�\ ST. NUMBER a U sTREE ' *.*tiy!'YYiY*Ytfi'k*YtYiik kYYr***Mutt tYRxKYt****itYkxx** pFFICIAL USE -� �_ O(JLY***x+syrr�t**�rr.r4YYY,►iYKx+-r*-kk�Kx�� �CpMMENDATION3 OF TOWN AGENTS: — 25 CONSERVATION ADMINISTRATOR DATE APPROVED ! .r I -_—Z . /. � 0 pre -e mSfinr e�. w� BATE REJECTED_.. �.�- Zy'L' c or%& khr,1s bs� did can Si-ae.1r. - COMMENTS _ . LDATE APPROVED /IIID/_ i DATE REJECTE6_ COMMENTS---' DATE APPROVED FOQD INSPECTOR -HEALTH I DATE REJECTED--- DATE EJECTED -DATE APPROVED T — SEPTIC INSPECTOR -HEALTH DATE REJECTED - COMMENTS — X. ✓/PUBLIC WORKS - SEWERJWATER CONNECTIONS DRIVEWAY PERMIT._.—.�-- /FIRE DEPARTMENT_...._ - RECEIVED BY BUILDING INSPECTOR. RAvised 9\97 Im N L> t" v a -Q ,w e L &-29- 1 DATE_ a-ts- 1, _ {o.d"."+�.a......a `ire...- ��"6v-'-� '91" a.�• �. •' Nov 02 01 03s51p Town of North Andover Building Xlepar'tment 27 Charles Street North Andover, Massachusetts 01845 (978) 688-9545 Fax (978) 688-9542 Buildin Demolition Affidavit (978) 470-3670 DATE 11-7-61 QWNERS NAKEAADDRFSS _�7�/ .s �?0 �1.1. _ r_k7_ �2 Ajcm aA{ /fit PROPERTY LOCATION _. ,-_ • 2EPA,RTMENT SIGN -OFFS D.P.W./ WATER — _ SEWER _ GAS -- EL_ ELEPHONF p p.3 QaERIMINATOR XTMIPSTER- ON/ OFF STREET OTC SAFE NUMBER ZOO 1 4L4 I U I Zy—..._L1-1161 BLDG. 1NSPLCTOR - . I DXI'L REVD r 10 +091 DATE 11-7-61 QWNERS NAKEAADDRFSS _�7�/ .s �?0 �1.1. _ r_k7_ �2 Ajcm aA{ /fit PROPERTY LOCATION _. ,-_ • 2EPA,RTMENT SIGN -OFFS D.P.W./ WATER — _ SEWER _ GAS -- EL_ ELEPHONF p p.3 QaERIMINATOR XTMIPSTER- ON/ OFF STREET OTC SAFE NUMBER ZOO 1 4L4 I U I Zy—..._L1-1161 BLDG. 1NSPLCTOR - . I DXI'L REVD Nov 02 01 03:51p (878) 470-3670 p.5 North Andover Building Department Tel-- 97M88-9545 4( - DEBRIS DISPOSAL FORM in accordance with the provision of MGL c 40 S 54, a condition of Building Permit Numberis that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL ci1,S150A. The debris will be disposed of in: (Location of Facility) /Signature of Permit Applicant Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector Clio 060 C n��'�� r Aa Common wealth of Massach usetts Department of Industrial Accidents == } onceefineesagaUens - tl� •• 600 H'ashington Street a=, . Boston Mass. 02111 Workers' Campensafion Insurance Affidavit 111111 tte: tocallott: Gly phone b 0 1 am a homeowner performing all work myself. 0 1 am a sole proprietor and Have no one working in any capacity lam an employer providing workers' compensation for my employees working on this job KIDDER BUILDING & WRECKING, INC. CsuIf1p.APV nnmc' address: 247 MAIN STREET city;_ PLAISTOW, NH ph,,,#, 603 382-1422 AMERICAN INTERNATIONAL COMPANIES WC5885852 it�ance_co. 0 t am a sole proprietor, general contractor, or homeowner (circle one) and have hired the contractors listed below who have the following workers' compensation polices: cnntpanj name; address: .__ phone ff- insurance co- q w!yllany name: _, address city; _ pitgt1c /is laiiure insecure coverage ae required under Section 75A ar &l(;L 1151 can lead to the imposition of eriminal pensitits of a fine up fit SI.5011.00 30d1w tint )ears' imprisonment as m ell as civil penalties in the form o1`2 STOP AVOR1t ORDER and a fine or 5100.00 s dsv against me. I understand ntal a rtipsof this statement mus Ile forwarded to lite Ofkc Or Invrseigations of the DIA for coverage wtifitatin n. 1 do hcrchr rrrrift� iffirferifit. pains and penalties of perjury that rhe injornttuion provided obare is true and correct. \ilatawrr'... tate /Z-7,101 Print name ROSCOE N. KIDDER, PRESIDENT -phone > 603_382-1422 official use nnl. do tint .rite in this aces to be completed by city or town Official tits ur limn: 0 Owl. if imarrdiatc response n required eontaet person- permitAiernse a Ultuilding Department oLicensing hoard osefeetmen's Offirc 011catttt Department phone 0, n01Uer _, _M 14 9 7 KILPER WREC;Kl 0OKFIVE CUTTING FtOSCOE N. KIDOF-01, PsWrWT KIDDBR WIRKOKINC-1 INN, xygLiTy nuge-ONNECTION SIGN OFF SHEET L1609M P"U"D & l"No 'it A -q per my request to disconnect ufilitioD at "'.150 rjrcetle Street, North Andovef, MA** pica sips off where indicated and return via fax to rw at 603-382-3097 when cor*dcd. Thank yi'u !n advim,cc for your C(jooemtlon in tWs rmtter. Go comTANY DAIS Ll uA 'Aft - AT .& T &T AROADDAND DATE: BY; VEPUZON T),kTF: BY: EL' ; BCTRIC COMPANY DATE: BY: WATER DEPARTMENT DATE, BY: sv,WFR DL,'p,,%,RTNJFN'F DATE: BY: STOW, NH 03866 - (603) 362-1422 " FAC {683) 382,3697 241 MAIN VREET - ROUTE 121 A I PLA AN EQUAL oppoRTuNrlY EMPLOYER 11%06101 RT 12:06 FAX 5086573885 MEDIAONE Hs7w E72—o� Zi :35 Nri toF�GR EE! cU'.!GrFiNG I KIDDER BUILDING WRECKING, INC� R{�SCt�E �. KiDfs�Fd, Pr1E5iCEkr i r Z0.01 Lisa ilaga, INSURK0 a BONDED UTILITY DISCONNECTION SIGN "OFF SHEET M er my request to disconnect utilities at *1350 Greene Street, North Andover, MA,**pltww big► offwherc indicated and return via fax to me at 603-392-3697 when completed.. Thank you in adVpnce for your cooperation in this matter. GAS CONVANY DATE: ... BY: _.�_.... AT T BROADR AND DATE:j' VE[ilZQN DATE: BY: F1.8,CTRIC CONIT"ANY DATE: _ 13Y: w4 J ER DEPARTMENT DATE: _ BY: SEVER DEPARIMENT DATE; BY-. 241, MAIN VAFET • ROUTE 121 A • PLAISTOW, Nle 03885 • (603) 382-1422 • FAX (693) 352-3597 AN EQUAL OPPORTuNlTY Em,r' orER NUv. -UG' 111 (T11E) 1? 59 BELL ATL0TIC k I77iJER 7.JRC;t!C ING E CONCgET$ OU7-nNp DItR IJUILNINO lk Woll, p1G, fmc. RCSCQE N. klDOM p�ES;o�YT , i L71LITY DISCONNECTION SIGN OFF SHEET e,, a2 OFNIR'AL WRECKING CONTRACTOR WON F11012INo SAL AgE SPECIALSTS LieING4ED, 1MSURC.0 a soNolb AW disconnect ut lities at $*350 Greene -Street, NorthAdover, M A'*sigtloffw ew ed grd n adveCa &�rr?er afax to te at 603_392-36wplesse c"peratltfnjnthj_9rngtter. 97 when eom Icred. Thank, you in UA.S CONWANY DATE: AT & T BROADBAND DATE i -------- BY: VLkIZUN `--� DATE: Fl ---CMC Co&p,NY- DATE -- Fly, WATER OEPARTML, NT DATE: SEVMR DE-PARTMt;N'-r DATE: �... --1.._ .. BY. 247 MAIN STFIEET a ROUTE 121A a PL iISTOW, NH 03865 • (603) 382-1422 • FAX (603) 383-3697 AN EQUAL OP'PORMN ITY EMPLOYER NOt) 013 2001 2:41 PM FR O/H LINES NO ANDOIJER87251337 TO 91,603,1382,3697 P.01/01 NUV-QZ-01 11"24 1" KIIJO=K tC-NORSTq RaSWE N, NODEA. PmEsluu% I KIDDER JBIJILDING a WHECKINCA, IND, UTILITY DISC "FICTION' SIGN OFF SH12ET GENERAL WRECKINQ CONTRACTOR mGH F11601HO SALVA09 SPECIAUSTS 1LIGgHOLD, INSURSO A NONDFU dj$CgWeet U%111jes at **150 Crone Street, N-ortb Andover, N4A'*plr-lvW As �er my rcquCst to I ie at 661-382-3697 when colnpicicti. ['hank you in sigi I off where indlealed and return vis fax W I*- adVanct for your cooperation in this ivatt"r GAS COMPANY T)ATF-- A V& T BROADBAND r]AT'E-. DATE,, M.ECT RIO COW -ANY DATE; BY; WATVP% DLPARTMENT 13A1 f': BY: i SK, WER DE P ARTML, N'16 DATE: BY: Ft7Frl�) 247 . MAIN tTREET - AOUTF- 121A 4 PLAISTOW, NH 030651 ' (G03) 382-1422 6 rA.)((603) 382-3697 AN EQUAL OPPORTUNITY EMPLOYER TOTAL PAGE.01 TO 39V6 w O W d cc cc O U I a I� /w f � �� I Lzu 00��\ w O ITE �4CM ❑❑❑ a 0 v c rocs CL CL w ry nnLL. I. (n i co) S imVA, � d TO 39V6 r r RI07.GR9RJF Ptn:+-r Tc P7P'IC4-TT I I� /w f � � I of a 0 v c W CL CL R� ry nnLL. I. (n i y a LIQ U) o �.. G j cn an J t o � ~ W w cr: 4Z► Q r r RI07.GR9RJF Ptn:+-r Tc P7P'IC4-TT I I� /w f 111..IIY..II of a i r C4 W �o ry Z i y r r RI07.GR9RJF Ptn:+-r Tc P7P'IC4-TT 40 CATION" OFDZMOLITION' OPERhTOR. ?Rojtdt'f 77W. -TYPE... or .NmTI II:': FACILITY",`INTORI OWNER NMEI ��;CITTI STATE I T I CONTACT I T, 'T4 REMOVAL CONTRhCTORs :AI C I TY ATE vOof 4..., IITACTl :OTHER OPERA r6ll: XITTe OTATZ I ,,COHTACTe • III l'yPr or!'OPERATIO=- M20 t2: 0 KE11 Pt-OVAT10"', F.PxKrR,. RENOVATION 1 a AS BESTOI; RES "P. i, g - A eP4ACILITY D I . ; tIcLuot". U I ESCRIP- � UKBZ 'All U" nX it ti /LDG NAM I hl TZ TT' LocATION1 77777 A(;? IN YZAAS t: BUILDIII(I. nits "U" OF r=RS I �jdaAW PRIOR US I I V I,'s CEDUREr'lINCLUDI... 'An"y TICAL HETH OD i IT APPROPRIATES USED 'ICE or,-AppEsTos ��m -THE �P RES 1. 4� .51 fi :7 or YII-APPROXIHATE 'MOUNT �ASBESTOSjJNCLUDJH NO" rn im As 8 i 6 iiii I. RAQVIAT20 ACM &Z RZHOVzD RACK M7ITLRIAL N0! NDICATIC UNIT U HEASUOKENT I. CATlGOXT,I ACK NOT;RZHOvZo 7• CA=IOORY 11 ACM 'NOT ' KzMOvz TO 8 RLMOVLpCATloCAT I F , UNI T A - �MR ' V'�Fj SURYAC g vs 4a 5 '0 -VOL RACK Cirr rACILITY�-,,C KPONZ11T., c VIII. REMOVAL D �,l 4� C14�, jt; M, ED :BCH ULED -'DoE 07 AT .(MM/DD YYll Continued an p4ye two 'NoTi(ICATION Or DCNOLITION ANO KENOVATION Icontl y A 1 ► . .PH -Of ► L,NHH 0 OL 01.1 T 1 ON OR ACNOVAT I ON MO + 1J10 FlL T I+r�O I/5� ul 5CA1►TIO►+ Or WORJt oMCTICCs ANO CNGINTCAINO CONTROLS TO IC V5C0 1V ►+ll�'C+' +;5510NI Or AIICIT01 AT .TSL 0�14?6ITI9N AND AXHOVAT19H 11T[I 4AITC MMI►OATCA m WASTC TW I►OATEA I1 WAITC 01 $►OIAI. SITE r 1+ Z& Itltll �� ylp Ir OCHOLITIC4 OkDEPUD IY A COVIPJI►ILNT ACCNtY, PLEASE IOCI+TIrY Tot I �1 0l or/tr IKrioo/1Tr1 olto oreet�e to Iclin +'Doi n ►�� �►ur+ail+cY u►IovATIoNI — t/ �t�Neet el 1•erle�ll IIHI////Ills ItrI/111� II tAt I�/Ien� yn�r�ll{I/ {IInt1 ►Ilnctlen el Rev tAt 'VIA% tiveel Mill Ilnlltllnl 11 "Mif Ievll 1ivlp"M tv.11l In Y�IIrI/n►Jr11 Ilni"1111 IYIIIRI :IIC�;►'104 ^r /e0C[O�RLf 'C It rOLLCM D IN TRC CvLN' ' c'A"'•�A�" ^V � [D►�': �0'.fLY H,ONrIt;AaL6 lkAT T ASIESTOi MTEWL ITO tCOKLi CAV" YCUCiJy✓LA,; i l s / IRA*, NI r Imo_ {; 6':1►ti1l N!'IWitV,i.�ii�oy��ikCO 1N THE PROVISIONS or "HIS rin I '•aT !»( NQS 1[CC DVRIW� TNC ;CNO''T1011 1)0 e[OK? L,.�•t•;.. r:A'141/[;;;�Ir 1rpN� 11,SIHEIS 10 IlfijlAlgVlrldll Y1.11r,1111( << Itlgnitur/ of CHnlrlOplrltorl { CCAI IrI TMA7 THC A10 I'Jllt I _ .i �L lllrp�TlOH 1i C C _ _ a111M rcnott: 1. All sections of this form must be completed in order to comply with the Department of Environmental Protection notification requirements of 310 CMR 7.09 2. SubmitOriginal Form To: Commonwealth of Massachnsetu Asbestos Prog" P.O.B. 120017 Boston, MA 02112- 0087 Massachusetts Department of Environmental Protection Bureau of Waste Prevention — Air Quality A44 BWP AQ 06 7-5: Notification Prior to Construction or Demolition ' Applicability A Construction or Demolition operation of an industrial, tions 310 CMR 7.09.Notification of Construction or commercial, or institutional building, or residential Demolition. operations Is required u!der 310 CMR 7.09 (2) building with 20 or more units is regulated by the ten (10) days prior to any work beir g performed. The Department of Environmental Protection (DEP), Bureau of following information is required p rsuant to 310 CMR 7.0 Waste Prevention — Air Quality Division, under Regula - A General Project Description ...._.....».»........................».................................................»» t ZD »._3..l•..».. ............. ».. AIT ------------ »..._J. ... _..... ..... _......................... _.. IJ,I..A...»...»..» .....»........... »... CPO Sir 1.�',.�•�..»�/ .»..»»........»._....».».»»»»». ......... ' 2.»4y ! �-!._ »...........................» ..»» » _. »........»» NwnderdFlaors »»..» »»..».».............».»...........».» »........... .....................»»....».»No ............. »_........... ».»»...... war me arrarynu�n�ra to rsem � r� o Currentor pry? f facility. Is the Facility a residential facility? .......................»..»...................................................................ca/J O Yes No If yes, how many units? 2. Facility Owner AWM Telephone »»» »»» » ................._.._..._.. »_ »._.......... ....... . 3. General Contractor .......... ................ ........................»......»....................»....................... xame .................. »............................................................... »....... ».................... .. _».»................... AMim . C!b/lown TO&W Q7 -&L' MaaW Cammontwe r ofHassechipsetts — — — — Asbestos Notiricagan Form -:»-- ANr,OdN � Asbectae: Abeton3errt ttesct9ptfari 1. FadfltyWr�ion rwsmurneNs 141w c Rause ?50 r'Ma. Street . name �_— 'ldd/eac Au eactlena al, this fen mux be mmphAd in order NCrth AndavEt _ 01845 60 382 1422 to comply v+ith the Dopntrrre u or :+A ca0eFORM Errvirarrnerdar interior and externa' ' pmtValonotrlilCatlim _ 1"& On' 5UAffrynpnrv,!�. wln�, earrvom reWIMMents of 310 CMR 7.15 (ten waridnp days PYrOrruffiodon is 2- Is Mefadfity ncmupisc? ®Y�. rogehed orAMY abatement W*W: ane aro QupoWent of Labor 3. A,sbastne C:mtraemr: hxl OVOn 1, 9 Reitfe 125 463 CMR.e� �i y bf ECSI `Ai7C!sas purr nodlcoun is mquimd of ANY abab ntard KlnAsion N---`H��— 03W 603$42.-92 0 PROct oMft than trrea Ilneeror square !get} AC 010-1.1F 0 407 wriltan 2. Submit Orieinel Form OU L nrpq g �;-- 7M- ) I b' C=Oornaeafth of 4. CA -EN FrbJet t SuPmisor)Coromarc tthsarrclweetsa AebeMwram PM ear 1=1587 me Tom Tilton AS 3101452r3oaten. IItA �;,r can .aarvuc M11240" 5. ProiddMunhor; . 3.711!8 r00n may be uacd ALC AM 32830 for nct ylnp Iho USB. +varrn4 1 ;. rtmcauan Erwlxmnegtpl Pm wctleh AAerWRegion i of 9. AsW-iozAnd §wl LHb: aabeStM dMibbrrf renmwiiun operating PRO SCIENCE Ac 0fr71 S5 subject to NGS4APA (40 � DL : J CFR &bppn M). 7. .ProJedEtor{date 19119/01 onddate _11120!01 9MCMCW0rkh0ur3(9!:--Ftj ;aP (50t,Surq F r"T 8 Yvhwt a of ro act la th"s7 dral! © DerWiton�'` re Ir renovation w" "_ r „y. OF p i (._ ❑ ��J aN9r(mxWein) ❑ �'',1b'.S 8, O¢>rrtble the a-gtye{�erA pYecedwEB t0 Li�5r9Pd frirC7e9�r ^� Pbuebeg endae�. iuiK roeptatnHip�nt elewrup en'2Y.uitlaa dlep&-w on b�er(eptainl .... wnbre to 'Fan e (�i?- - - ' l� Me dteen Cdduct®Intlbu,s �JoutdST Try mP l' 11. To -al anm m afeach: type o! Ubestae Caf118irtiri0lv7e[efials (AGFA tb by hanekd Pn plPea er dada isnpr3)_, s; � al± auifeaet(,-,gParsti)` 1950 ''r'ebfier,7t�4rih:"',n n�" — nnCbds4uere'roet .—� Ireeer,tnaeabfigrJact paper pipe inor IaYe,tankrPlPeinasybp,... therma4sdlticoreplpalrteulattan..,..... aornrgeleJ ree aukAlon..., - — a0+ay-au•tlr�mefin6:...... ...... ckor.,woven Fabri...:�twx+ellaDrdYet.ebsBngb...................... d Fabrics ..................._.......... 1 =Mltc baud, wall board.............,,_._. — amer(deasadeeertba).,.:._. ." r •..... 12W Rd8fifIrWing. 750 VAT � 12. Pasafbe the d®cOntIFTimatlon bystam(a) to be. r!%d: _e three chamber remote decan 13' tom^^•�ethC Cartelnpfaationkle5poeal mDttrod!; t0 Comply with 316 C'41fi 7.15 �Id 459 C.MR6-f4 {2) (g}: Double 8 rnll lebekd and dt3cosen of in an a roved larrtp3l 14. Fac �morgency r<abeatoe At>atament OperatiorvC, the DEP ead OLI 0fflts� who aualu®ted d1e smergebey' iarnpof DEP Offic�l Trac OffieatAurhaitzation '--� ••��'- WaNerB NarnaotB6ld111ciat Ds;e er+Ablhorizc6an ' 1+1laiver3i - -, Rev. 8199 15. Do prMiling wegt rate$ epPlY M W KaL c 14.6. 26.2t, or 27A . F In, thLR phYect? + Yes r., (tV0 T. C—atOrprior uaerff=lv-, Vacant Warehouse 2. is me "VW rnvneraepupied teaidentlal w th 4 ualia at Iests7 O Yds No 9. Paglily Ownac NaJim Grifoni 240 Candlestick Road me B N01h Andover MA 01345 878-582-0435 Clfty/Fw�m �+ �tla aiepltona 4. Pscff f�, Ownses On-S& Manger_ Keith Ho 247 MaInISt roarne `Address Plal-gWw NH 03865 603-1422 Cllyliotrn Zrp cone Telaphottrr L General Cdntuatcr, Kidder Building & W.'eCking 247 Main'zt Name laedcrss Plaistow—NH 03865 603-382-4422 Gi7y own ".I_ p ao00 -eiephOna AmertcarrAsautsnae 142�6sT _ SIM2002 Cmttact e.4V.-m C.P. ensurer f+a's "— LW bate e. What is tnd sea of the fatUfty? 74,400 _I ni {ti 2 (#of flo0ro) ftbestos TrvrrsporratiQR acid DISPOSId 1. 7rlhsportereE8 beams CP4t�irting waste malaral tliRit sin >L tPmlSerary age alb (H neCesaryJ to hal disponi site: Neat9 ��tloress Ityftown 2.'p coda ald arta �`"—`� 2. Tranamner of asbevtos•com fining wasteMaWRl frin mm wrytenwrarYst age, she to find dlspasai site, Serviee Tran rt Groug P.O. Box 2132 Nam® Xidrea' — sdibi,of 19007 Neta: Transfer ClblTtrrm __ 877-999.9559 t=YatienS must 'F cetle Talepnve amply with the 3. FWfuae transfer atabon a d owner (of appj4abie): Solid :me Division regula. VMS 310 CMR ane Frill ta.ve — Giiyfiy�aum ~� - zya cel TeiHphene 4. Final Disposal Site: Greentidffr; ReC�nta6on t-GC1tl4n NMIC R.D.#J,BozTiB Lanaf;lRosp AddYcsg SCO Mete, PA t � zip Code 17<S 9COo 7mfephona ■ The utldnraigned here y S arEs, under the peralfle$ Of pedur;r. thatholshe h read the Comfm wsafth of Mes5e;trus_�tB RegukVcns for the te��. COnrainment or Enmp`ulauon ;afgsbe s. 458 CMAR s p0 antl 310 CAha7 7.15, and hus.-- e LnfotmatiOn C�aao- ed in thly noti tcatlan is frua� corrBGt 'the pest aF h4537z, OPatfie3a A. Cook ;J4Kti�rrintMarne �-•.� 11/2/2041 Nere: e0nlraGkPr Aa Kai'd�lp,atura Die moat sign this Pneq Administrator EC:51 mfiforD f Posiioy7iH9 Rapre39frting 6D3 642-9200 pwposeti 1 T 4 Route 125 relaphane AMMOsa . KingstCn Mti 4's84S f'se �m t ctritV FEZ.zlp cone Al tY.+dwntl!RtrtCt,munie,alhauain9aulh4r4.awnerr•-0eapled!r,ectantlelOfYouhunlbOfIEIM)? St1IY#! trr4ttframoffarmi'— a52Q33 I I q- V�- w A r b •�, C/)w o cn z z A a o o n: C :.c U a x a m � a o w � W. a w U ~. W w o w v c�' a w a z c7 o w G is, W a w a w � m 2 cn v v o c o CO C a O C.3 V C CL. e0 = O cn m o 3 a • � E H I' 'mss O' vO s �:. a� �; N �O � 0 3 . z A N -OCD CD ® dL% i N m � .0 �c�a �`• act • O P •� �H C Z C � O Q H O C d CD W O r C *_.. LLL .h L cv C H .r ._ w .E cl) m N d 9 O E •� N N O.� I.- t a *- L� 5 O F. I a Q co Z 0 C CO2 h CD fr C O CD C..7 cc H O Q CO2 C 0 cc C cc CL COD 0 U) U) IrW W Ir 'W U) TOWN OF NORTH ANDOVER BUILDING (DEPARTMENT APPLICATION TO CONSTRUCT REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING s ��0=s�': :T1flI3 SCCtHBII f®r ®ffic1ai Use ®D!1 i�'Y _ .r`. - BUILDING PERMIT NUNMER: ATE ISSUED: f�N ���-3 2 03 ��•��'-o SIGNATURE: O �3 Buildin Com,missioner/Inspector of Buildings to MOW... 1.1 Property Address: 1.2 Assessors Map and Parcel Number. /( Map Number - Parcel Number - 1.3 Zoning Information: 1.4 Property Dimensions: ,�,.tclw�c-wZtA.< .i'S RESt ��1•-i ; ►�,► t.. 1 l (; �l (yG1 ��70.°Z cf Zoning District Proposed Use Lot Area Frontage ft 1.6 BUILDING. SETBACKS (ft) Front Yard Side Yard Rear Yard Required Provide pleTtired Provided Required Provided 1.7 Water Supply M.GL.C.40. 34) 1�.5. �Fl�ood Zone brformation: 1.8 Sewerage Disposal System: Zone - f Outside Flood Zone ❑ Municipal �� On Site Disposal- System ❑ Public Private ❑ - �— 2.1 Owner of f(Record 1�l o f h A t,,A- 4 LLr— Name (Print) Address for Service: moi?, �. Signature Telephone ,22..2 `Authorized Agent y� i u.2t•.c Z -;c 4CE 1 �r.a�SRc lUt�1 1�17`yEwoG c C�i (�E Aul.--` Name Print Address for Service: % Signature Telephone W ,s r 3.1 Licensed Construction Supervisor Not Applicable ❑ rib 10 Address License Number / r 1'7s p Licensed Construction Su sor: Expiriftion Date Signature Telephone 3.2 Registered-Homi'ImproventEnt Contractor Not Applicable ❑ Company Name Registration Number Address Expiration Date Signature Telephone Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yea ...... I No ....... 0 5.1 Registered Architect:'': M�� �., ��• ;-rte `, Name: � l Ot�t�t✓ �l�C, Address /1 Name: Address: Telephone 19-11 Total Name: ` ;._�� �-=D vet lJR-.tL„/ � -f -; .11E �l.E(�!): •/`��3 O/��D Address >i -G�z -3 - elephone M �� 6163 e. /15. G/f0Z=> Si a e Telephone L—L4-Cs YW♦`A ..1 G �i.�.t.C� i 6—J. C--) . Name Ad ss Mh, - g t =S tore Telephone, S � u!'y Not Applicable 0 CoPIn y Name: Responsible in Charge of Construction �-'ERE' A' c A. eaq p�F� No. 5554 r 1.L1 Area of Responsibility ,,¢ 28 cwi Registration Number ,:;;;--ju -04 Expiration Date Not applicable ❑ 36q/ 3 r� Registration Number 6-5 U —d Expiration Date Area U Responst ilittyyy Regtstrafion Number Expiration Date Area of Responsibility 31ga1w 01 Registration Number G, 3 r) C) Cf Expiration Date New Construction jt, Existing Building ❑ Repair(s) ❑ Alterations(s) 0 Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other 0 Specify Brief Description of Proposed Work: LA t-► "� x--� c�� �< < +..t r LAL USE GROUP Check as applicable) '' CONSTRUCTION Independent Structural Engineering Structural Peer Review Required Yes- No ❑ SECTION 10a Owner Authorization - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT �-vAA-Nl, 0� i e=-rV-- ,as Owner of the subject property Hereby authorize '164 .._ LA - My behalf, in all matters relative two work authorized by this building permit application Signature of Owner Date to act on USE GROUP Check as applicable) '' CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A4 ❑ A-2 A-5 0 A-3 0 ❑ 1A 1B 0 ❑ B Business ❑ 2A 2B 2C ❑ ❑ 'lid C Educational ❑ F Factory ❑ F-1 0 F-2 0 H High Hazard ❑ 3A 3B ❑ 0 IInstitutional 0 1-1 ❑ 1-2 0 I-3 ❑ M Mercantile 0 4 ❑ R residential ❑ R-1 ❑ R-2 R-3. ❑ 5A 5B ❑ ❑ S Storage ❑ S-1 ❑ S-2 ❑ U utility' 0 ' M Mixed Use 0 S Special Use 0 Specify: Specify: ' Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND OR CHANGE IN USE Existing Use Group: Existing Hazard Index 780 CMR 34: Proposed Use Group: Proposed Hazard Index 780 CMR 34: ;.may.. .:s x _ " l, � - � ` naM, M0 BUILDING AREA EXISTING if applicable) PROPOSED t. Number of Floors or Stories Include Basement levels Floor Area per Floors ~-1 3'0 Total Areas pp Total Height ft Independent Structural Engineering Structural Peer Review Required Yes- No ❑ SECTION 10a Owner Authorization - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT �-vAA-Nl, 0� i e=-rV-- ,as Owner of the subject property Hereby authorize '164 .._ LA - My behalf, in all matters relative two work authorized by this building permit application Signature of Owner Date to act on as Owner/Authorized Agent Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury Print Na Signature �of Owner/Age t Date Item Estimated Cost (Dollars) to be 31 Completed by permit applicant 1. Building (a) Building Permit Fee Multiplier 2 Electrical (b) Estimated Total Cost of 0 0 0 Construction from (6) 9,2-4 UO.. no 3 Plumbing Building Permit fee (a) x (b) 4 Mechanical (HVAC) no. -0 5 Fire Protection 0-0 cc— 6 Total (1+2+3+4+5)'? oao,C h,-- k N, . 01 a I r1l, -6.11 IN Ogg igy MINI NO. OF STORIES SIZE 1 1-7, BASEMENT OR SLAB 141—zoc) SIZE OF FLOOR TIMBERS I sr 2"D 3 RD /A SPAN DEMENSIONS OF SELLS DEMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS y SIZE OF FOOTING x MATERIAL OF CBIMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE -- -7 3 , f- On, 4 5 4,o Location 7 S� Chez-t�c 5-ntn i— No. Date 7 /5 o� NORTIy TOWN OF NORTH ANDOVER AL ,. • O Certificate of Occupancy $ ' i' Building/Frame /Frame Permit Fee $ va'� swcMusE 9 t� .c.� Foundation Permit Fee $ Other Permit Fee $ ------ TOTAL-- TOTAL $ 9�7©d Check # 1 y5 YU i� c5c�c SVs . P:t0 � 16 5 "-/'7 Building I sn pector NORTH ANDOVER RESIDENTIAL PROPERTY, LLC TOWN OF NORTH ANDOVER a Date Type Reference 07/07/2003 Bill BLDG PERMIT 1021 MIDDLESEX SAVI BUILDING PERMIT 7/7/2003 Original Amt. Balance Due Discount 90,900.00 90,900.00 Check Amount 1052 Payment 90,900.00 90,900.00 90,900.00 Location No. 44 _ Date Hei i L a ; TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # /u27 ri.194-14' �Q 16293 I Building Inspector I TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH A, BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING 4 _ v: ... 'Suction 181 Use ME_> BUILDING PERMIT NUMBER:i'•uo-1J $ SSUED: -711� a SIGNATURE: Buildin& Commissioner/I or of Buildings Date 1 1 Property Address: 1.2 Assessors Map and Parcel Number: 350 GREENE STREET M-11 P-60' N O . ANDOVER, MA Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: IND1101TRTAT (IS) RESTDFNTIAI, 111 370.99 Zonis District Proposed Use ,769 Lot Area Frontage ft 1.6 BUILDING SETBACKS (ft) Front Yard Side Yard Rear Yard Required Provide Required Provided R Provided 30' 22 VR 35' 27 VR30' 22 (VR) 1.7 Water Supply NLGLC.40. 54) 1.5. Flood Zone Information: Sewerage D- SD-.posal System: Public Private ❑ ZoacY F. S Outside Flood Zone ❑ M—kPaY E S On Site Disposal System ❑ 2.1 Owner of Record _ . _ • 2-59" TU°R•NPIK'E 'R'OAD NORTH ANDOVER RESIDENTIAL•PROPERTY LLC SO THBOROUGH, MA 01772 Name (Print) - Address for Service : 508 35718825 Signature Telephone 2.2 Authorized Agent 259 TURNPIKE ROAD ROSEWOOD CONSTRUCTION CORP—PAUL;SLAZIK SOUTHBOROUGH, MA 01772 , Name Print a Address for Service: • • (508)485-5333 Signature Telephone . 3:1 Licensed Construction Supervisor Not Applicable ❑ 122 BALL HILL ROAD—PRINCETON, MA 001883 Address License Number PAUL J. GEORGE - . • , �' Licensed Construction Supervisor: 5/24 04 (5 0 8) , 4 6 4 2 9 9 4, Expiration Date t .'• L Signature Telephone 3.2 Registered Home Improvement Contractor Not Applicable ❑ Company Name Registration Number Address Expiration Date Signature Telephone M X O v v M 0 TM N 2 Z Z M 90 O r v rn r r YI sCrr©rl a>>r4�r� Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yea .......6 No ....... 11 SECi'FOIi 5qY "'M1,09 , 1 �e�� 5.1 Registered Architect: , MAUGEL ARCHITECTS fOGlsr� Name: �RENTq `4 �DOMINO -DRIVE C -ON -CORD,' NSA � 0174-2 a0 Address o, o„ =� v `S9, \� (978) 371-0553 Signature Telephone ��'4Ctfii1 <- JOHN S O'CONNELL P.E. STRUGTURAE Area of Responsibility 23967 Name: 12 PLEASANT ST, NEWBURYPORT , MA Registration Number Address: Expiration Date Signature Total � Not applicable ❑ Name: . 3Z29Z j%20 M Q' 9 2L M A -CK 57' LA c— 2*4y C Er Q/ �3 Registration Number _ Address It 178—' 49 7/ 4 9 Expiration Date Signature Telephone L,CXLOaja .rccgr7 V, R o Y :r �i2r u,e-1,90- Area of Responsibility Name AIN Registration Number Expiration Date Address Signature Telephone Area of Responsibility Name ol_� Registration Number � Address 9B'. ,57-,6 Expiration Date Signature Telephone ROSEWOOD CONSTRUCTION CORP Not Applicable ❑ Company Name: PAUL SLAZIK-PROJECT MANAGER Responsible in Charge of Construction PAUL GEORGE -PROJECT SUPERINTENDENT New Construction Cx Existing Building ❑ Repair(s) ❑ FAlterations(s) 0 Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other 0 Specify Brief Description of Proposed Work: TO CONSTRUCT A 43 UNIT CONDOMINIUM BUILDING B Business ❑ 2A 2B 2C USE GROUP Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 0 A-2 0 A-3 ❑ A4 ❑ A-5 0 IA 1 B ❑ ❑ B Business ❑ 2A 2B 2C ❑ ❑ C Educational ❑ F Factory ❑ F-1 ❑ F-2 ❑ H High Hazard ❑ 3A 3B ❑ ❑ IInstitutional ❑ I-1 ❑ I-2 0 I-3 0 M Mercantile 0 4 ❑ R residential ❑ R -I ❑ R-2 IV R-3 ❑ 5A 5B ❑ ❑ S Storage 0 S-1 0 S-2 ❑ U Utility ❑ M Mixed Use 0 S Special Use ❑ Specify: Specify: Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND OR CHANGE IN USE Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34: Proposed Hazard Index 780 CMR 34: BUILDING AREA EXISTING if applicable) PROPOSED Number of Floors or Stories Include Basement levels 5 Floor Area per Floors 17,350 Total Area s Total Height ft 56 Independent Structural Engineering Structural Peer Review Required Yes C No ❑ SECTION 10a Owner Authorization - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, WILLIAM D E P I E T R I as Owner of the subject property Hereby authorize PAUL S L A Z I K to act on My behalf, in all matters relative two work authorized by this building permit application 1/14/03 Signature of Owner Date I PAUL SLAZIK > as Owner/Authorized Agent Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury PAUL SLAZIK Print1/14/03 Signature of Owner/Agent Date Item E ated Cost (Dollars) to be Co leted by permit applicant 2.s MM� I. Building 3, 8 2 , 000 (a) Building Vd7nit Fee Multi ier 2 Electrical ated Total Cost of 3 5 , 0 0 0 on from 6) 3 Plumbing 360, 00 rBu=ildingermit fee (a) x (b) 4 Mechanical (HVAC) 4 0 0-1-<0 5 Fire Protection .--'g 8, 0 0 6 Total (1 +2+3+4+5) 4, --8 9 0, 0 0 0 Z vtr) 6trU Check Number a, NO. OF STORIES 5 (I CLUDING BASEMENT) �� 17 , 350 EACH 7fi' BASEMENT OR SLAB 4 2 0 0 SIZE OF FLOOR TIIvvIBERS N/A I ST 2 ND 3 SPAN VARIES DEMENSIONS OF SILLS N / A DEMENSIONS OF POSTS N / A DMIENSIONS OF GIRDERS N / A HEIGHT OF FOUNDATION 91+ _ THICKNESS 12 11 SIZE OF FOOTING VARIES X MATERIAL OF CBR NEY N / A IS BUILDING ON SOLID OR FILLED LAND SOLID IS BUILDING CONNECTED TO NATURAL GAS LINE YES t NO'moi �5.` C-'t`R•SL TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING -h '� iM.F 'ICY hr'�Z � Xi � F� : a 3 4 M1a .✓ws .: x R This Section for Official Use Onl h x .k 4 , BUILDING PERMIT NUMBER: ISSUED: FDATE SIGNATURE: Buildin Conunissioner/I or of Buildings Date , N -5ffl*1 1 1 Property Address. 1.2 Assessors Map and Parcel Number: rA _ Map Number Parcel Number 1_3 Zoning Information: 1.4 Property Dimensions: Zonin 'District- Proposed Use Lest Area Frontsge (ft) - 1.6 BUILDING SETBACKS (ft) Front Yard --Side Yard Rear Yard Required _ Provide Required Provided Required Provided 1.7 Water Supply M.G.L.C.40. 54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: Public ❑ private ❑ Zone Outside Flood Zone 0 Municipal On Site Disposal System 0 2.1 Owner of Record Name (Print) Address for Service: Signature Telephone 2.2 Authorized Agent Name Print Address for Service: Signature Telephone {`i rvYlgnu4 3.1 Licensed Construction Supervisor Not Applicable ❑ Address License Number Licensed Construction Supervisor: Expiration Date Signature Telephone 3.2 Registered Home Improvement Contractor Not Applicable ❑ Company Name Registration Number . Address Expiration Date Signature Telephone v n M 0 Tm N D z 0 z M 90 0 ic r v M r r ^z Y/ Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yea .......❑ No...... D SECTION 5 P)1tOSSIQ1Ye+�1E. fESFG i C ?NSC i01`I S tY1C1 S 1 i R Bfi3 t1 T S AN- D 'Rtt CONSBCTIi C'(DII'Ri?L,bWC.13 lt1ShT3 S#'A) 5.1 Registered Architect: Name: Address Signature Telephone �e{sercd Profc�s%ian�l ingiaee{s , Area of Responsibility Name: 0. FBby- ) 310 L raw 1. t S c�Cl HJT �r�Z�L.I... lam. Registration Number Address: ' (c — 30— D� 4?! Expiration Date Sighature Total Not applicable ❑ Name: Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Not Applicable ❑ Company Name: Responsible in Charge of Construction New Construction ❑ Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: IA 113 Owner of the subject property Hereby authorize to act on My behalf, in all utters relative two work authorized by this building permit application Signature of Owner Date USE GROUP Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 0 A-2 ❑ A-3 ❑ A4 ❑ A-5 0 IA 113 ❑ ❑ B Business ❑ 2A 213 2C ❑ 0 C Educational 0 F Factory ❑ F-1 ❑ F-2 ❑ H High Hazard ❑ 3A 3B ❑ ❑ IInstitutional ❑ 1-1 ❑ I-2 ❑ I-3 ❑ M Mercantile ❑ 4 ❑ R residential ❑ R-1 ❑ R-2 R-3 ❑ 5A 5B ❑ ❑ S Storage ❑ S-1 ❑ S-2 ❑ U Utility ❑ M Mixed Use ❑ S Special Use ❑ Specify: Specify: Specify: COMPLETE THIS SECTION ]IF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND OR CHANGE IN USE Existing Use Group: Existing Hazard Index 780 CMR 34: Proposed Use Group: Proposed Hazard Index 780 CMR 34: BUILDING AREA EXISTING if applicable) PROPOSED Number of Floors or Stories Include Basement levels Floor Area per Floor s Total Area s Total Height ft r Independent Structural Engineering Structural Peer Review Required Yes ❑ No ❑ SECTION 10a Owner Authorization - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Owner of the subject property Hereby authorize to act on My behalf, in all utters relative two work authorized by this building permit application Signature of Owner Date I, as Owner/Authorized Agent Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury Print Name Signature of Owner/Agent Date Item Estimated Cost (Dollars) to be r $ Completed by applicant z h permit m r ss . y rM1 1. Building (a) Building Permit Fee Multiplier ' 2 Elecxrical (b) Estimated Total Cost of ' Construction from (6) 3 Plumbing - Building Permit fee (a) x (b) - 4 Mechanical (HVAC) 5 Fire Protection 6 Total (1+2+3+4+5) Check Number \ >9aJ i 3 Y � .fi 7 � t^� wlA � J � i T t 'S ���ry `� tt 4.� k T S f'vf �� � F � {{ Yr{/e1" ,y X .✓•� { 3 S i ' Y J L ,'.3,��eF, } � �,f ; 3 jy{ Jt y " G: 2j lY $... hti � � _•x t9 ,L N.y..N 1/KC{2{. vt klyY y; .;� �K`'��• 3.? F_..N N. C, I-iC3 �C'K -ii} }'`fe �`_:'i 1. 4�° �%.SyX�, xY. �.,'i^ dl f �q ,s, �•Y�iA .wry .) wi4 1 1 tv. u:.'°'Il%.' i1h'�`l�� bt�,;1. Ys'i�. dP'f,i 3r _,".IN ��k '•u `„f. f: '. FT+f n�`.y.. Y�%k'j �.L 2V��,.�f SS-:t�{•{�fiW� #��'S�} 1(�\}.Y 7 3�i NO. OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS I 2ND 3RD SPAN DEMENSIONS OF SILLS DEMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE ?: r RN -30 .�„ r`rt .c�. { �� �" `� �'„ 3 ;.. fir' 3a �. Ogg't �,✓ 1t```�+ i �R"ib, 5`3'� x .F�F:111Fey "• x wr..� ?"".,f s ,u%.' c'+k4.r` • x. i y 'c'S2.nx t d J•4` '. �. ., .: . , xxY� - „sS: ?*1 t» TOWN OF NORTH ANDOVER WELDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING r � - ''» -S, a v"�„ _cE8'`. �Yz•'`? S ar' a' ,� ;'�`"�'-�' „M..';' �s., 4.. ; ..A "' >:3-xi�p" _ ,.. ,� i"`f,'`'ir _�i� s z. "< �- -.3. 1'9>us Sects n for Official Use Onlb ., BUILDING PERMIT NUMBER: WIVINULCTOATE ISSUED: cow F'�N I95tt-�-32�-03 l`t•og''o SIGNATURE: O 03 r _ , _: - , .. j !-�►• 1 }J.: Buildin Commissioner/I or of Buildings to �1.1 Property Address: 1.2 Assessors Map and Parcel Number. rte- tr �� '`•� = �� O /5,h4%Z Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: -r iNd wst-r�►�►:� .�S €ZEs l � �l•.t ;, �, �. t t t � � �9 - � - 3'70 . a � Zoning District Proposed Use Lot Area Frontage ft 1.6 BUILDING. SETBACKS (ft),, Front Yard Side Yard Rear Yard Required Provide Required Provided R red Provided R 3•a 21v -Z--2- .7 Water Supply M.G.L.C.40. § 54) 1.5.Flood Zone Information: 1.8 Sewerage Disposal System: 1.7 Public Private ❑ Zone —- Outside Flood Zone ❑ Municipal yt �� On Site Disposal System ❑ 2.1 Owner of Record 2 tri •,12 �tKz:- .. !� r 6©7.1::t4.44A, tofA r-> 1 '1 Name (Print) Address for Service: - J Signature Telephone Authorized Agent l i :.t.a' -c. 0 �C-� t . �2..2 �'7 j � , ,/J � � i•'�wi.�Lrr Name Print Address for Service:` Signature Telephone ..� •; -,, �- j ,_ feu• xL' A t It,< „Pik. `^3 �`"r-'x', • , ». .�.�.. 3.1 Licensed Constriction Supervisor Not Applicable ❑ Address License Number 1 �� 1.%�►C�.�.. f� I �.+L. 'r �t`F-1�C lel -�� ♦" l i Licensed Construction Su sor: Exp1 tion Date tgnature Telephone 3.2 Registered-Homi'linproventEnt Contractor Not Applicable ❑ Company Name,_ Registration Number Address Expiration Date Signature Telephone LNI Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yea ...... No ....... 0 N 71 CONS0 "RU,Mw4bb 78 —iftx JM 5.1 Registered Architect: AT -KCI A rO. I Name: A., ),f -5p Yom'0. 5554 Address BOSTON. MA Signature Telephone {�SZ) Area of Responsibility Name: Registration Number Address: Expiration Date i afore Total Not applicable 0 Name: L364 1/ 3 Registration Number Address 9, F3 5 9-5U —0 Telephone Expiration Date Area of Response &Iity- Name Reg7istr'on -Number 99 ql7zz C,a3 73 610S 6— 1 q —0--S Telephone Expiration Date P-L4A49)A(h Area of Responsibility Name CT Registration Number Addr6s VA92& � Q -7D Ocf Expiration Date r1l V Si e Telephone Not Applicable 0 Corimmy Narne: T Responsible in Charge of Construction appl�abim New Construction 9r— Existing Building ❑ Repair(s) ❑ Alterations(s) . ❑ Addition . ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: gat c� ❑ IA 1 B ❑ ❑ Independent Structural Engineering Structural Peer Review Required Yes No ❑ SECTION 10a Owner Authorization - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUH DING PERMIT I, �t I "_rAA--L ���i QTR c as Owner of the subject property Hereby authorize1�-- My behalf, in all matters relative two work authorized by this building permit application Signature of Owner V Date act on USE GROUP Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A4 ❑ A-2 ❑ A-3 A-5 ❑ ❑ IA 1 B ❑ ❑ B Business ❑ 2A 213' � . 2C ❑ ❑ -5- C Educational ❑ F Factory ❑ F-1 ❑ F-2 ❑ H High Hazard ❑ 3A 3B ❑ ❑ IInstitutional ❑ I-1 ❑ I-2 ❑ I-3 ❑ M Mercantile ❑ 4 ❑ R residential ❑ R-1 ❑ R-2 ' R-3 ❑ 5A 5B ❑ ❑ S Storage ❑ :• S-1 ❑ S-2 ❑ U Utility❑ M Mixed Use S Special Use ' ❑ ❑ Specify: Speeify: Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND OR CHANGE IN USE Existing Use. Group: Existing Hazard Index 780 CMR 34: Proposed Use Group: Proposed Hazard Index 780 CMR 34: Independent Structural Engineering Structural Peer Review Required Yes No ❑ SECTION 10a Owner Authorization - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUH DING PERMIT I, �t I "_rAA--L ���i QTR c as Owner of the subject property Hereby authorize1�-- My behalf, in all matters relative two work authorized by this building permit application Signature of Owner V Date act on I, �D� �Jt�AZi bC as Owner/Authorized. _ Agent Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury , Print Na F� J !� Signature of Owner/AgAt Date r Item Estimated Cost (Dol-lars) to be Y Y Completed by applicant permit 1. Building (a) Building Permit Fee !Jo o Multiplier Io 2 Electrical (b) Estimated Total Cost of Q O Construction from (6) 3 Plumbing 156,0 Building Permit fee (a) X (b) o 4 Mechanical (HVAC) ( q.�g-�czi �' 1, 1 vo. oe 5 Fire Protection cc �c7 6 Total (1+2+3+4+S) Check Number I `.�s : . ,:• NO. OF STORIES ` j r 6 SIZE 1 BASEMENT OR SLAB -zoc) SIZE OF FLOOR TIIvMERS 1 sr 2ND 3RD u A SPAN �lLA.4�t� DEMENSIONS OF SILLS t1.4. Aa DEMENSIONS OF POSTS DIlvIENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS — i ZO/ SIZE OF FOOTING + X MATERIAL OF CHEMNEY 1� b. IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE y `.✓e�,$.,y,.sk°`.."saq r r 5 �' ,;?�+' S q *�*,�..r h a s. f `wC�'.._{ '�eM1� } 5 5777 T"b`rRC , 13., G w s s Co 5.4-�o s m m m cnm m N Q eo LWT CO) d w Q r� CD a CO) CO)CD cm CD CD O CD C c _10 10 'Cam H O H CL m Z S go -i p O d w N T oCL =r COO m y � m yo m �p O OOZ go 0 C. H a m' Go m o ?�• � O H C C � Go o m y CL cc CL >. CA !^^ E < V J y N m � Im COD 7 m o ca z sol r� m � •r CD C/) Z a SAL.. CDI C3 Cos N ~' V O m X C O � 0 1 O 0 o,- It " � ►� o�C w -. �, A :7- Ct1 o w � �- b r o N . � r- 0 r" 0 � o G1. 0 x LM H 0 9 0 c CD04 (10V Uc' U1 03:51P 1025 (878) 470-3670 P.4 Z FORM U LOT RELEASE FORM -Roo *Dr -Ko. PN �-y INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. Yiyh{,tartYt�hYt�Y11Y*XXt++*r"*A1i�PLiCANT FILLS OUT TW(S SEC TION ����,,� (� 1 APPLICAIVT%C-C�w - ,��j�I Q f PHONE ����l LOCATION: Assessor's Map PJumberA__ PARCEL ___ r _l SUBDIVISION_ LOT (S) STRE"ag)�� 2 _.��' P�� _ ST. NUMBER 3J 6 7MY"1=##fiYx1r-kYYffi*VMY7r►ir-kNf YY9t+F YY i�nF*'XRlI'A'a►1'/\CCI`rl A 1 USE F FtEGCUMMENDATIONS OF TOWN AGENTS: _ S CONSERVATION ADMINISTRATOR �� IOZ Nees fo sci-f isf m "pre :O 2K2" C 0 A A ktiw1s b d WAo CFn %+n9 -V. COMMENTS - DATE APPROVED DATE REJECTED_.. 11-Z7-6 I WDATE APPROVED , Ni 611710 DATE REJECTED COMMENT A� FOOD ftsPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR -HEALTH DATE APPROVED _ DATE REJECTED _ COMMENTS . VPUSUC WORKS - SEWER/WATER CONNECTIONS DRIVEWAY PERMIT. , V/ FIRE DEPARTMENT_._._,l�-���_. RECEIVED BY BUILDING INSPECTOR, _ DATE_ to. Ravised 9197 Im.? rl .. 9 PERMIT NO.: UNIT NO.: REMARKS: �. -, ., �;.�..t'.rt . �.Www,�ys •w't-ti ,.4���.�*���Tuira'"h4Y '' •r,'W_�'.�.'.t"r•. y-�,v.�;y:�.. inn-�..Er. ..-„r,Ri+ 4 R Town of NORTH ANDOVER BUILDING PERMIT INSPECTION REPORT PROJECT: U '' � INSPECTION DATE: FLOOR: WING: BUILDING NO.: 4 �// ,, l m 0'z /]"� 0 Excavation - depth and soil conditions Framing - Other: Date: Date: Date: Inspector Inspector Inspector Footings and foundations and drains - Insulation - Other: Date: Date: Date: Inspector Inspector Inspector Electrical - rough - Plumbing and/or gas - rough - Other: Date: Date: 6A1 J- Date: Inspector InspectorA.— -1” Inspector Electrical - final Plumbing and/or gas - final y Other: Date: Date: Date: Inspector Inspector Inspector Fire Dept - oil burner, tank, stove, smoke detectors Final inspection Certificate of Use and Occupancy Date: Date: Date: —Cof 0# Inspector Inspector Inspector form #Wb Action press, titSt)-iuuu tF'R�v."I . ,_,-. ._, awrblyn[;,R;�y:rv'.".e .r —1—rl. -.t . :i+'dh '[-rain v . .....1.. ..--.&",V•+.",�ya vi: A.y,,�4, < . HOR1H 0,...e •x,40 Town of NORTH ANDOVER BUILDING PERMIT INSPECTION REPORT PERMIT NO.: PROJECT: I s6 NSPECTION DATE: y' G R , UNIT NO.: FLOOR: �?Ci r�u'Z WING: BUILDING NO.: f REMARKS: n v � r 3 fi v Excavation - depth and soil conditions Framing - Other: Date: Date: Date: Inspector Inspector Inspector Footings and foundations and drains - Insulation - Other: Date: Date: Date: Inspector Inspector Inspector Electrical - rough - Plumbing and/or gas - rough - Other: Date: Date: ��- S `' Date: Inspector Inspector Inspector —L F Electrical - final Plumbing and/or gas - final Other: Date: Date: Date: Inspector Inspector Inspector Fire Dept - oil burner, tank, stove,'smoke detectors Final inspection Certificate of Use and Occupancy Date: Date: Date: —Cof 0# Inspector Inspector Inspector Form 11995 Action Press, 665-7000 „ai-;*'Y•'%. i? -..f ,-•I,.r,-e.:7'y,, ...�.......�yy i Q�d'#fI• V'`r �`4r 4 ,w ?,-rr�.. i- t - HORrH R” Town of NORTH ANDOVER BUILDING PERMIT INSPECTION REPORT PERMIT NO.: PROJECT: l"r e t'A INSPECTION DATE: �+ UNIT NO.: FLOOR: ! WING: BUILDING NO.: REMARKS:r) 4 0AhM h . „rG I F r Excavation - depth and soil conditions Framing - Other: Date: Date: Date: Inspector Inspector Inspector Footings and foundations and drains - Insulation - Other: Date: Date: Date: Inspector Inspector Inspector Electrical - rough - Plumbing and/or gas - rough - Other: Date: Date: r `/ Date: Inspector Inspector Inspector. r� Electrical- final Olumqing and/or g s _ final s Other: - Date: Date: Date: Inspector Inspector Inspector Fire Dept - oil burner, tank, stove, smoke detectors Final inspection Certificate of Use and Occupancy Date: Date: Date: C of 0# Inspector Inspector Inspector rorm #=o Acvon rresa, oao-ivvv _.. ,. ..—..-'"++Gtiabw•.s�?'ti�'a�` iv.-..nymv-�.,>-„y.. �..=�.-ww< ,�`:r""y�.�^', — w'�,'ct%�,�F@i"3it�, - ^�.�r �a �;;•:;'z ' w..'.ciS�Cifcs�r+'esrt„ na�.y C, MD!TM 1y O n Town of NORTH ANDOVER BUILDING PERMIT INSPECTION REPORT 14: PERMIT NO.: PROJECT: L tt�' z c INSPECTION DATE: UNIT NO.: FLOOR: ` Flc c� WING: BUILDING NO.: REMARKS: F LZ Excavation - depth and soil conditions Framing - Other: Date: Date: Date: Inspector Inspector. Inspector Footings and foundations and drains - Insulation - Other: Date: Date: Date: Inspector Inspector Inspector Electrical - rough - Plumbing �d /or gas - rough - Other: Date: Date: --".j % -� `� Date: ` Inspector Inspector �`� Inspector Electrical - final Plumbing and/or gas - final Other: Date: Date: Date: Inspector Inspector - 'Inspector 'Fire Dept - �il burner, tank, stove, smoke detectors Final inspection Certificate of Use and Occupancy Date: Date: Date: -Cof 0# Inspector Inspector Inspector rorm #� i uuon rre , o o-iuuu r 1 0 RIVERBEND CROSSING F17 1WK ' SUITE # MODEL TYP_ E t PARKMIG SP # l RESERVA7ID_ (d i)_!MG SOLD . _ BUYER -- 1 101 I F 1 102 j26 -- 103---- p, 25O 8 --'- dos_ _! - 22 1 i 107 c i 7 !/ f 9--4-42 30 lop ---j- A - 4--- 1 vim--------- -- ' -- ---- -- - € i -- �r; } 4 - 2 202 p l - -� - - - --40 3d i. 2 203K 3 i - - 2- 24 O " 30 -- -_ -- 2205 _l E 4 - ---. 2 .. 207- G - 1 18 v r 2 -- 208 L .... 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Rsvisea 21lQ4 Office of the Conservation Department Community Development and Services Division 27 Charles Street Alison McKay North Andover, Massachusetts 01845 Interim Conservation Adnui-istrator March 26, 2004 North Andover Residential Property, LLC C/o Paul Slazik, Rosewood Construction 259 Turnpike Road, Suite 100 Southborough, MA 01772 VIA Certified Mail # 7003 1010 0001 0781 7389 Telephone (978) 688-9530 Fax (978) 688-9542 RE: Enforcement Order- DEP File # 242-1025,350 Green Street, North Andover, MA Violation of the MA Wetlands Protection Act (M.G.L c.131, s.40) and the North Andover Wetlands Protection Bylaw (c. 178 of the Code of North Andover). Dear Mr. Slazik: This Enforcement Order is being issued as a follow-up to the previously issued Enforcement Order dated March 8, 2004 to address several outstanding items and to further mandate appropriate compliance procedures. This. Enforcement Order does not negate the cease and desist measures previously mandated for all exterior (with the exception of the items addressed below) work on the property within NACC jurisdiction, nor does it negate the submittal of a new Notice of Intent for completion of the remainder of work by Friday, April 16, 2004. The items noted in the March 8, 2004 Enforcement Order have been satisfactorily met by the deadline date with the exception of the items noted below. Please complete all items as requested by no later than Friday April 2, 2004. 1. Item #2 states that "the erosion control throughout the whole site is in need of repair". All erosion control measures where required to be repaired and replaced. Upon an inspection following the March 19"' deadline, although some erosion controls had been repaired and replaced, the erosion controls throughout the entire site had not been adequately repaired and replaced. Please repair and replace all erosion controls throughout the entire site in accordance with condition #43 of the Order, ensuring that the siltation fence is properly trenched and secure. 2. Item #6 (per condition #62) required the submittal of a foundation As -built plan showing distances from the foundation to jurisdictional areas. A foundation as built has been submitted, but is deficient for several reasons, therefore unacceptable. The plan is a faxed photocopy and is extremely difficult to read, especially where distances from structures to resource areas have been noted. Not only is the plan difficult to read, but has been reduced in size so that the scale is off. Some distances noted from the building/building piers do not BOARD OF APPEALS 688-9541 BULDING 688-9545 CONSERt'ATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 extend to the actual resource areas, but to the property lines. For example, the distance from the existing building pier is extended to the property line and not to the Shawsheen River. The distance from one noted building corner to the I series wetland resource area between wetland flags 1-6 and 1-7 is not showing. Please submit a readable, non -reduced foundation as -built plan incorporating the above changes.. 3. Item #11 addressed the construction sequence for the restoration/replication areas. An updated construction schedule was submitted on March 12t`, indicating that the replication areas will be constructed and completed in May of 2004. The mitigation areas should have been constructed earlier in the construction sequence as noted in the record Erosion and Sedimentation Control Plan dated July 20, 2000 and last revised 9/19/00. All mitigation requirements as described per Condition #34 shall be completed by May 20, 2004 as noted, if not sooner, regardless of any construction delays. 4. Item #10 requested the submittal of "a snow -stockpiling plan with written authorization from the North Andover Department of Public Works". This department has received a Memorandum from the North Andover Director of Engineering, Jack Sullivan, dated March 23, 2004. Mr. Sullivan notes that the locations of the stockpiling areas are acceptable to the DPW, despite that the areas are largely undersized for the site. He further states that "the applicant will need to demonstrate to the Conservation Commission and the DPW that an operational plan is in place to deal with this potential situation". The Conservation Department agrees that such a plan is necessary to ensure that excess snow will be removed off-site when the stockpile areas are maximized. Please submit a snow removal operational plan for review and approval. During a recent inspection, it was noted that catch basins were not properly protected from sediment -laden runoff. If these stormwater structures are "on-line" and functional, please install filter. fabric at all catch basins and any other erosion controls as required in the approved Operation/Maintenance Plan. 6. Also noted during the above inspection were exposed soils throughout the site. Please cover all exposed soil surfaces with hay mulch within jurisdictional areas immediately. This Enforcement Order is also mandating the applicant to set up an escrow account in the amount of $2,500 with the North Andover Conservation Department for the purposes of a review and evaluation of the as -built stormwater management system. This review will determine whether the stormwater system is adequate for the current site conditions and what additional structures and/or resource area protection features may be necessary during the cease and desist time period. Please refer to the attached Enforcement Order mandating the completion of all of the above by no later than Friday, April 2, 2004. Also, please find a Violation Notice in the amount of $100 per day from the date starting from March 19, 2004 until such time as the requested items have been adequately completed to the satisfaction of the Conservation Commission. Please be aware that the NACC reserves the right to impose additional fines at any time in accordance with M.G.L. c. 40, s.21 and the Town of North Andover's Wetlands Protection Bylaw, Section 178.10. Also, please be aware that each day or portion thereof during which a violation continues shall constitute a separate offense; if more than one, each condition violated shall constitute a separate offense. Failure to comply with this Order and the deadlines referenced herein will result in the issuance of additional penalties. This Enforcement Order shall become effective upon receipt. Please feel free to contact me if you have any further questions or concerns in this regard. Your anticipated cooperation is appreciated. Sincer ly, Alison McKay Interim Conservation Administrator Cc: NA CC Leah Basbanes, Basbanes Associates Heidi Griffin, Director, Community Development and Services Robert Nicetta, Building Commissioner Michael McGuire, Building Inspector Julie Parrino, Town Planner Jack Sullivan, Director of Engineering DEP Northeast Region File Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 9A - Enforcement Order 242-1025 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP A. Violation Information Important: When filling out This Enforcement Order is issued by: forms on the North Andover 3/26/2004 computer, use Conservation Commission (Issuing Authority) Date only the tab key to move To: your cursor - do not use the North Andover Residential Property LLC, c/o Paul Slazik, Rosewood Construction return key.. Name of Violator 259 Turnpike Street, Southborough, MA 01772 Address 1. Location of Violation: SAME Property Owner (if different) 350 Green Street Street Address North Andover, MA 01845 City/Town Zip Code 11 60, Assessors Map/Plat Number Parcel/Lot Number 2. Extent and Type of Activity: See attached correspondence dated March 26, 2004. B. Findings The Issuing Authority has determined that the activity described above is in violation of the Wetlands Protection Act (M.G.L. c. 131, § 40) and its Regulations (310 CMR 10.00), because: ® the activity has been/is being conducted without a valid Order of Conditions. ® the activity has been/is being conducted in violation of the Order of Conditions issued to: Richmond Realty Trust 10/18/2000 Name Dated 242-1025 43, 62, 34, 54, 59 File Number Condition number(s) wpaform9a.doc • rev. 12/15/00 Page 1 of 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: LI\ WPA Form 9A - Enforcement Order 242-1025 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP B. Findings (cont.) ® Other (specify): See attached correspondence dated March 26, 2004 C. Order The issuing authority hereby orders the following (check all that apply): ® The property owner, his agents, permittees, and all others shall immediately cease and desist from the further activity affecting the Buffer Zone and/or wetland resource areas on this property. ❑ Wetland alterations resulting from said activity should be corrected and the site returned to its original condition. ® Complete the attached Notice of Intent. The completed application and plans for all proposed work as required by the Act and Regulations shall be filed with the Issuing Authority on or before Friday, April 16, 2004 by noon Date No further work shall be performed until a public hearing has been held and an Order of Conditions has been issued to regulate said work. ® The property owner shall take the following action to prevent further violations of the Act: repair and replace all erosion controls, submit requested foundation as -built plan, complete all mitigation/restoration/replication areas by May 20, 2004, submit snow removal operational plan, protect catch basins, hay mulch exposed soil surfaces and set up escrow in the amount of $2,500. Refer to attached correspondence dated March 26, 2004 for all of the above. Failure to comply with this Order may constitute grounds for additional legal action. Massachusetts General Laws Chapter 131, Section 40 provides: "Whoever violates any provision of this section (a) shall be punished by a fine of not more than twenty-five thousand dollars or by imprisonment for not more than two years, or both, such fine and imprisonment; or (b) shall be subject to a civil penalty not to exceed twenty-five thousand dollars for each violation. Each day or portion thereof of continuing violation shall constitute a separate offense. wpaform9a.doc • rev. 12/15/00 Page 2 of 3 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 9A — Enforcement Order 242-1025 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP D. Appeals/Signatures An Enforcement Order issued by a Conservation Commission cannot be appealed to the Department of Environmental Protection, but may be filed in Superior Court. Questions regarding this Enforcement Order should be directed to: Alison McKay, Interim Conservation Administrator Name 978.688.9530 Phone Number Monday through Friday, 8:30am-4:30pm Hours/Days Available Issued by: North Andover Conservation Commission In a situation regarding immediate action, an Enforcement Order may be signed by a single member or agent of the Commission and ratified by majority of the members at the next scheduled meeting of the Commission. Signat s: Signature of delivery person or certified mail number wpaform9a.doc • rev. 12/15/00 Page 3 of 3 i i TOWN OF NORTH ANDOVER NOTICE OF VIOLATION OF WETLAND BYLAW i DATE OF THIS NOTICE 0189 CMF,OF OFFENDE'Rj� 1 1 ! t: (�`K Z-1 r , r 6V@r' K J: �tC' 1 �i;i i,( L�`,� j`t.j+Lwtt'r: �e` if "I lx, ADDRESS OF OFFENDER CITY, STA, ZIP C DE DATE OF BIRTH OF OFFENDER h1� 'I e�. p i MV OPERATOR LICENSE NU B R MV/MB REGISTRATION NUMBER _11 OFFENSE: �✓kM +C CevI41 id, qac cit z. cl'n'A U I G'f h l •.., • 4C 71 L r�tZ t'CI 0f 7 c ri r 4 rn r 1-ir11h A TIME AND DATE OF VIOL ;CL} (A.M.) P.M. N j L I tJ wv 1 Ii r C"� 200,/ LOCATION OF VIOLATION i ATS' c5t>'�2�, I ISA' M.' ('ty Iu S SIG RE OF ENFORC G P - �')i SVFORCING ARTMENT 1 HEREBY ACKNOWLEDGE REIPT OF THE FOREGOING CITATION X r nable to obtain signature of offender. Date Mailed 3114- �} itation mailed to offender/ THE FINE FOR THIS NON -CRIMINAL OFFENSE IS $ YOU HAVE THE FOLLOWING ALTERNATIVES WITH RE AR O DISPOSITION OF THIS MATTER. i (1) You may elect to pay the above fine, either by appearing in person between 8:30 A.M. and 4:30 P.M., Monday through Friday, legal holidays excepted, before: The Conservation Office. 27 Charles Street, North Andover, MA 01845 OR by mailing a check, money order or postal note to the Conservation Office WITHIN TWENTY-ONE (21) DAYS OF THE DATE OF THIS NOTICE. This will operate as a final disposition of the matter, with no resulting criminal record. (2) If you desire to contest this matter in a non -criminal proceeding, you may do so by making a written request, and enclosing a copy of this citation WITHIN TWENTY-ONE (21) DAYS OF THE DATE OF THIS NOTICE TO: The Clerk -Magistrate, Lawrence District Court 380 Common St., Lawrence, MA 01840 ATTN: 21D non -criminal (3) If you fail to pay the above fine or to appear as specified, a criminal complaint may be issued against you. ❑ A. I HEREBY ELECT the first option above, confess to the offense charged, and enclose payment in the amount of $ ❑ B. I HEREBY REQUEST a non -criminal hearing on this matter. Signature WHITE: OFFENDER'S COPY YELLOW: CONSERVATION COPY PINK: POLICE COPY GOLD: COURT COPY Office of the Conservation Department Community Development and Services Division 27 Charles Street Alison McKay North Andover, Massachusetts 01845 Interim Conservation Administrator March 8, 2004 North Andover Residential Property, LLC C/o Paul Slavik, Rosewood Construction 259 Turnpike Road, Suite 100 Southborough, MA 01772 VIA Certified Mail # 7003 1010 0001 0781 7365 Telephone (978) 688-9530 Fax (978) 688-9542 RE: Enforcement Order- DEP File # 242-1025, 350 Green Street, North Andover, MA Violation of.the MA Wetlands Protection Act (M.G.L c.131, s.40) and the North Andover Wetlands Protection Bylaw (c. 178 of the Code of North Andover). Dear Mr. Slavik: On January 31, 2004, this Department performed a site inspection of the above referenced property and found several violations of the Order of Conditions. Upon review of the file at the time of inspection, it was noted that the Order of Conditions expired on October 18, 2003. An Extension Permit was never requested, therefore never granted, and exterior work on the property within the North Andover Conservation Commission's jurisdiction must stop immediately with the exception, of the following, of which shall be completed by no later than Friday March 19, 2004: L There is a port -a -potty located in close approximation to wetland flags Al -A3 and Bl -133. There are also tanks being stored in this location. The port -a -potty and all tanks must be moved to a non jurisdictional area. 2. The erosion control throughout the whole site is in need of repair. Please repair and replace all erosion control measures, where necessary (condition #43). 3. There are two large soil stockpile areas either right up against or topping over the erosion control barrier. The soil on the wetland side of the erosion control needs to be removed, by hand. The soil stockpile area located right up against the erosion control needs to be moved back so there is no overtopping threat to the resource area. 4. Extra haybales were not noted on site at the time of inspection. Per the Order of Conditions (condition #44), you are required to keep 50 extra haybales in the event of an emergency. Please obtain 50 haybales and cover them with a tarp for protection. S. A trash pickup is necessary on site. Trash was noted in headwall #I and #2 at the time of inspection, as well as other jurisdictional areas. Please pick up and properly dispose of all loose trash within jurisdictional areas. 6. Per condition #62 of the Order of Conditions, please submit a foundation As Built showing distances from the foundation to jurisdictional resource areas. BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANTNING 688-9535 7. Per condition #63 of the Order of Conditions, please. submit a monthly progress report to update the construction sequence and to outline what work has been conducted in or around jurisdictional areas. 8. Per condition #53 of the Order of Conditions, please submit a revised plan depicting plant locations and species to be planted throughout the site. 9. Per condition #56 of the Order of Conditions, please submit a revised plan depicting a fieldstone wall for review and approval of the North Andover Conservation Commission. 10. Per condition #51 of the Order of Conditions, please submit a snow stockpiling plan with written authorization from the North Andover Department of Public Works. 11. Lastly, the restoration areas have not been completed. It is not reflected in the construction sequence when this will take place. Please indicate, in writing, the construction sequence for restoration work. Please refer to the attached Enforcement Order requiring you to cease and desist all activities within NACC jurisdiction with the exception of completing the above by no later than Friday, March 19, 2004. The Enforcement Order also mandates the submittal of a new Notice of Intent to complete the remainder of the jurisdictional work by no later than Friday, April 16, 2004 by noon. Also, please find a Violation Notice in the amount of $300. Please be aware that the NACC reserves the right to impose additional fines at any time in accordance with M.G.L. c. 40, s.21 and the Town of North Andover's Wetlands Protection Bylaw, Section 178.10. Also, be aware that each day or portion thereof during which a violation continues shall constitute a separate offense; if more than one, each condition violated shall constitute a separate offense. Failure to comply with this Order and the deadlines referenced herein will result in the issuance of additional penalties. This Enforcement Order shall become effective upon receipt. I suggest you work closely with your Environmental Monitor, Leah Basbanes, to address all of these outstanding issues. Your anticipated cooperation is appreciated. Sinc rely, 47 z._7 Alison McKay Interim Conservatio Administrator Cc: NACC Leah Basbanes, Basbanes Associates Heidi Griffin, Director, Community Development and Services Robert Nicetta, Building Commissioner Michael McGuire, Building Inspector DEP-Northeast Region File Massachusetts Department of Environmental Protection L7� 1. Bureau of Resource Protection - Wetlands DEP File Number_ WPA Form 9A - Enforcement Order 242-1025 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP B. Findings The Issuing Authority has determined that the activity described above is in violation of the Wetlands Protection Act (M.G.L. c. 131, § 40) and its Regulations (310 CMR 10.00), because: ® the activity has been/is being conducted without a valid Order of Conditions. ® the activity has been/is being conducted in violation of the Order of Conditions issued to: Richmond Realty Trust 10/18/2000 Name Dated 242-1025 43,44,62,63,53,56,51 File Number Condition number(s) wpaform9a.doc • rev. 12/15/00 Page 1 of 3 A. Violation Information Important: When filling out This Enforcement Order is issued by: forms on the North Andover 3/8/2004 computer, use only the tab Conservation Commission (Issuing Authority) Date key to move To: your cursor - do not use the North Andover Residential Property LLC, c/o Paul Slazik, Rosewood Construction return key. Name of Violator 259 Turnpike Street, Southborough, MA 01772 Address 1. Location of Violation: SAME Property Owner (if different) 350 Green Street Street Address North Andover, MA 01845 City/Town Zip Code 11 60 Assessors Map/Plat Number Parcel/Lot Number 2. Extent and Type of Activity: See attached correspondence dated March 8, 2004. B. Findings The Issuing Authority has determined that the activity described above is in violation of the Wetlands Protection Act (M.G.L. c. 131, § 40) and its Regulations (310 CMR 10.00), because: ® the activity has been/is being conducted without a valid Order of Conditions. ® the activity has been/is being conducted in violation of the Order of Conditions issued to: Richmond Realty Trust 10/18/2000 Name Dated 242-1025 43,44,62,63,53,56,51 File Number Condition number(s) wpaform9a.doc • rev. 12/15/00 Page 1 of 3 Massachusetts Departm6nt of Environmental Protection DEP Fide number: Bureau of Resource Protection - Wetlands WPA Form 9A - Enforcement Order 242-1025 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP B. Findings (cont.) ® Other (specify): See attached correspondence dated March 8, 2004 C. Order The issuing authority hereby orders the following (check all that apply): ® The property owner, his agents, permittees, and all others shall immediately cease and desist from the further activity affecting the Buffer Zone and/or wetland resource areas on this property. ❑ Wetland alterations resulting from said activity should be corrected and the site returned to its original condition. ® Complete the attached Notice of Intent. The completed application and plans for all proposed work as required by the Act and Regulations shall be filed with the Issuing Authority on or before Friday, April 16, 2004 by noon Date No further work shall be performed until a public hearing has been held and an Order of Conditions has been issued to regulate said work. ® The property owner shall take the following action to prevent further violations of the Act: remove soil stockpiles (refer to attached letter for locations and methods), repair any inadequate erosion control measures, relocate port -a -potty and tanks to non -jurisdictional area, obtain 50 extra haybales and cover with a tarp, perform trash sweep, submit foundation As -Built, submit monthly progress report, submit revised planting plan, submit revised plan depicting fieldstone wall, submit snow stockpile plan, address when restoration areas will be complete. Refer to attached correspondence dated March 8, 2004 for all of the above. Failure to comply with this Order may constitute grounds for additional legal action. Massachusetts General Laws Chapter 131, Section 40 provides: "Whoever violates any provision of this section (a) shall be punished by a fine of not more than twenty-five thousand dollars or by imprisonment for not more than two years, or both, such fine and imprisonment; or (b) shall be subject to a civil penalty not to exceed twenty-five thousand dollars for each violation". Each day or portion thereof of continuing violation shall constitute a separate offense. wpaform9a.doc • rev. 12/15/00 Page 2 of 3 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 9A - Enforcement Order 242-1025 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP D. Appeals/Signatures An Enforcement Order issued by a Conservation Commission cannot be appealed to the Department of Environmental Protection, but may be filed in Superior Court. Questions regarding this Enforcement Order should be directed to: Alison McKay, Interim Conservation Administrator Name 978.688.9530 Phone Number Monday through Friday, 8:30am-4:30pm Hours/Days Available Issued by: North Andover Conservation Commission In a situation regarding immediate action, an Enforcement Order may be signed by a single member or agent of the Commission and ratified by majority of the members at the next scheduled meeting of the Commission. Signature of delivery person or certified mail number wpaform9a.doc • rev. 12/15/00 - Page 3 of 3 i i TOWN OF NORTH ANDOVER j NOTICE OF VIOLATION OF WETLAND BYLAW 0156 DATE OF THIS NOTICE NAME OF OFF NI&DER 11 S1� vi� er' ADDRESS OF�OFFENDER �• I tA.Prt i L � ` Ge 1 � l�"�r1s - (' ..,� CITY, STATE, ZIP CODEJ Of "77A DATE OF BIRTH OF OFFENDER MV OPERATOR LICENSE NU ER I MV/Me REGISTRATION NUMBER OFFENSE: tt3 (jotvJtid►i tLr 1- '(! r�.�+j i�S�t tee. A CCG tfiaco ".4(J CA. "'Atrckjer "f)�CliA�i PiStugtfC 5 f 6 LJ& e -u ire I Order .7q — /©.2.5; TIME AND DATE OF VIOLATION I ' 1 (A.M.) (P.M.) ON Jiln ttc�t 31, 20 Ll LOCATION OF VIOLATION r1 'a AT 570 Ge, ", Yreo—+ M 0. ve-r, 01915 SIG RE OF ENFORC ' PE NFORCIN DEPARTMENT I HEREBY ACKNOWLEDGE EIPT OF THE FOREGOING CITATION X Wnable to obtain signature of offender. Date Mailed Citation mailed to offender THE FINE FOR THIS NON -CRIMINAL OFFENSE IS $ YOU HAVE THE FOLLOWING ALTERNATIVES WITH REGARD TO DISPOSITION OF THIS MATTER. (1) You may elect to pay the above fine, either by appearing in person between 8:30 A.M. and 4:30 P.M., Monday through Friday, legal holidays excepted, before: The Conservation Office. 27 Charles Street, North Andover, MA 01845 OR by mailing a check, money order or postal note to the Conservation Office WITHIN TWENTY-ONE (21) DAYS OF THE DATE OF THIS NOTICE. This will operate as a final disposition of the matter, with no resulting criminal record. (2) If you desire to contest this matter in a non -criminal proceeding, you I and enciosin a copy of this citation may do so by making a wntten reques , g WITHIN TWENTY-ONE (21) DAYS OF THE DATE OF THIS NOTICE TO: The Clerk -Magistrate, Lawrence District Court 380 Common St., Lawrence, MA 01840 ATTN: 210 non -criminal (3) If you fail to pay the above fine or to appear as specified, a criminal complaint may be issued against you. ❑ A. I HEREBY ELECT the first option above, confess to the offense charged, and enclose payment in the amount of $ ❑ B. I HEREBY REQUEST a non -criminal hearing on this matter. Signature MIRMCK O'CONNELL ATTORNEYS AT LAW MIRICK, O'CONNELL, DEMALLIE & LOUGEE, LLP July 15, 2003 Mr. Mark Reese Town Manager Town of North Andover 400 Osgood Street North Andover, MA 01845 Re: 350 Greene Street - Fee For Building Permit Bear Mr. Reese: CIZd�4, N �a- This Firm represents North Andover Residential Property, LLC and Rosewood Construction Corporation (hereinafter "Applicants") in connection with the construction of a five story residential building upon 350_QLeene Street, North Andover, MA. The Building Commissioner informed the Applicants that the fee for a building permit for this project is $90,900.00. This fee was determined based upon a fee schedule apparently adopted by the North Andover Board of Selectmen on June 24, 2002. The building permit fee is in addition to the previous fees paid to the Town of North Andover for a Foundation Permit ($1,100.00) and for a Certificate of Occupancy ($2,365.00). The building permit fee is excessive and unreasonable. The Town's Board of Selectmen exceeded its authority when it adopted the building permit fee schedule. Nonetheless, to avoid any delay in construction of the proposed building, the Applicants will forward to the Building Commissioner a check payable to the Town of North Andover for the sum of $90,900.00. The Applicants hereby reserve their right to appeal or otherwise challenge the permit fees for this project. Please call me at your earliest convenience to discuss this matter. Very truly ypurs, 1 01 M. Mair /nrk Enclosure cc: Mr. D. Robert Nicetta, Building Commissioner, Town of North Andover Office of the Board of Selectmen, Town of North Andover Rosewood Construction Corporation "; t WORCESTER. MA 508791-8500 • FAX 508-791-8502 MIRICKOCON 1700 WEST PARK DRIVE WESTBOROUGH, MA 01581-3941 508-898-1501 • FAX 508-898-1502 {H:\PA\LU\ 15222\ 12001 \A0643859.DOC) www.MirickOConnell.com BOSTON, MA 617-261-2417 • FAX 617-261-2418 I. �CEFW ED JUL 16 2003 'j'tDING i Rosewood Construction • � Corporation 259 Turnpike Road, Suite 100 Southborough, MA 01772 OFFICE: (508) 485-5333 FAX: (508) 485-9299 July 14, 2003 D. Robert Nicetta Town of North Andover Building Department 27 Charles Street North Andover, MA 01845 RE: Riverbend Crossing Dear Mr. Nicetta: Please find enclosed the Building Permit fee in the amount of $90,900.00 for the above referenced project. As you can imagine, the owners were very surprised at the high cost of the permit, they were anticipating a much lower amount. The payment is being submitted with the understanding that the owners are reserving their right to dispute the amount after they have had a chance to review the situation. apP�p�R�a.-rte a.� L.oRrct�S Sincerely, �'`' �� i W. Paul Slazik Enclosure J CEIVED JUL 15 2003 IL DING DEPT Rosewood Construction • �\7 Corporation 259 Turnpike Road, Suite 100 Southborough, MA 01772 OFFICE: (508) 485-5333 FAX: (508) 485-9299 July 14, 2003 D: Robert Nicetta Town of North Andover Building Department 27 Charles Street North Andover, MA 01845 RE: Riverbend Crossing Dear Mr. Nicetta: Please 'find enclosed the Building PermitQ fee in: the amount of $90;900.00 for the above referenced project. As you can imagine, the owners were very surprised at the high cost of the permit, they were anticipating a much lower amount. The _payment is being submitted with the understanding that the owners are reserving their right to dispute the amount w :-rL 7i Le after they have had a chance to review the situation. App�pRo.- t�.�sr-l.oRr�tT Sincerely,�5 W. Paul Slazik Enclosure ECC IVED JUL 15 2OU BUILDING DEPT MIMCK O'CONNELL ATTORNEYS AT LAW MIRICK. O'CONNELL. DEMALLIE & LOUGEE. LLP July 15, 2003 Mr. Mark Reese Town Manager Town of North Andover 400 Osgood Street North Andover, MA 01845 Re: 350 Greene Street - Fee For Building Permit Dear Mr. Reese: -This Firm represents North Andover Residential Property, LLC and Rosewood Construction Corporation (hereinafter "Applicants") in connection with the construction of a five story residential building upon 350 Greene Street, North Andover, MA. The Building Commissioner informed the Applicants that the fee for a building permit for this project is $90,900.00. This fee was determined based upon a fee schedule apparently adopted by the North Andover Board of Selectmen on June 24, 2002. The building permit fee is in addition to the previous fees paid to the Town of North Andover for a Foundation Permit ($1,100.00) and for a Certificate of Occupancy ($2,365.00). The building permit fee is excessive and unreasonable. The Town's Board of Selectmen exceeded its authority when it adopted the building permit fee schedule. Nonetheless, to avoid any delay in construction of the proposed building, the Applicants will forward to the Building Commissioner a check payable to the Town of North Andover for the sum of $90,900.00. The Applicants hereby reserve their right to appeal or otherwise challenge the permit fees for this project. Please call me at your earliest convenience to discuss this matter. Very truly yours, �j (�.J; M. Mair /nrk Enclosure cc: Mr. D. Robert Nicetta, Building Commissioner, Town of North Andover Office of the Board of Selectmen, Town of North Andover Rosewood Construction Corporation WORCESTER. MA 508791-8500 • FAX 508791-8502 MIRICKab N4LL' 1700 WEST PARK DRIVE WESTBOROUCH. MA 01581-3941 508-898-1501 • FAX 508-898-1502 (H: \PA\LU\15222\ 12001 \A0643859.DOC) www.MirickOConnell.com BOSTON. MA 617-261-2417 • FAX 617-261-2418 00 cz O O � O o auzA b =F-= z a O M V— g 0% 000 a0ut �+ CM N r M 0 Ln Ln L 03 CL —f W � p a 4M° e l Q W Ct J y T• O V- %0 .T 0 Ln 00 Ir M � M r 00 cz O O � O o auzA b =F-= z a f�A Ul ::r Ln M V" c O a) o P•M M z �. r MUl = : N y X Q u o C a H -p cm c 3 Q c 3 _ n. W°o ?�SCD 3 v � 0 ,o � CD 0 03 0 rD 0 w QQ N 0 m �1 � � LC m co c N C cCL C n nu O o' c :W c o< C = c a cr N Q, _ r UJ+�1 . ` (l c CO) (DI fD JV N aT f c E fD ccJ 'Zl r« 3 ' c '+ -ft . (D mn � co CD COD (D FD 5.01 -� --� w z ° z � z 0 0 Cl) m C/) 6 m 2 2c 1- Z 0 w :7 z wCh rl w Cl) CD ca Z CL o y Q _ �, �- H OD a� O o v CDCL CD O C7 d CD o CD 43 co 00 C CD .�. y� CD CL co) o CD CO) v o 1 Z S CDCD0 CD c s'oO O a --I ca ® �• VD Q H O. O c. ® ,c N2 m � ® Cl) Z C2 m y ea .. c ?" V) _1 P -P CD CD =rd m O O m y p o =r CD m = = O O ycl m a 2 n c ozy.c :Q •m 1°� y o IA CD � m CoO 0 J C d � i ,� :1�I m vy g y 21l"P y d cn d `C • Q y O �C c �• � VJ y � � ://�V = CDON �7 iA iM CD ® cl r 0 0 0 CD _ O y o CD o ca C* m a of y CD togo rCD nom• _' • C.) c2 SU_ M C*CD z O oc Z w :7 z wCh w w G ° cn ` nC r, O z O oc 0 A FORM U LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *****************************APPLIIC�ANT FILLS OUT THIS SECTION*********************** I APPLICANT. �t�� I� �cal�—) PHONE LOCATION: Assessor's Map Number �''�" PARCEL C? SUBDIVISION ��..viEtZ���l C.��Sr �iC`7 LOT (S) Sk UK STREET `'3'50 ST. NUMBER ************************************OFFICIAL USE ONLY*********************************** RECOMMENDATIONS OF,Ti?WN AGENTS: I V CONSERVATION ADMINI,9tRATOR DATE APPROVE_ D A3 DATE REJECTED COMMENTS &C M &Z, ER' DATE APPROVE %,— (2 �S_ DATE REJECTED OX O�ll � S (�U G%gin �- t (�c..i✓�f � � Q,� � , MAS 60 NORTHrrrn dYll c► j Gt n �7� J MAR 2 6 2003 ANNIN pEPARTMIwRIi �!�(//�� � j f� al .L / ,//�� J t/ /JC ^, � NORTH H ANDOVER RTMENZ FOOD INSPECTOR -HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR -HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS - SEWER/WATER CONNECTIO DRIVEWAY PERMIT_, FIRE DEPARTMENTred`^�� RECEIVED BY BUILDING INSPECTOR Revised 9\97 jm DATE ROSEWOOD CONSTRUCTION CORPORATION 259 Turnpike Road Suite 100 Southborough, MA 01772 Phone: (508) 485-5333 Fax: (508) 485-9299 WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via dIE44IEn @IF 11 Qom° ��G�044Qd the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use > ❑ For review and comment ❑ W �FIA THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use As requested ❑ For review and comment ❑ FORBIDS DUE REMARKS COPY TO ❑ Approved as submitted ❑ Resubmit 0copies for approval ❑ Approved as noted ❑ Submit copies for distribution ❑ Returned for corrections ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US SIGNED: If enclosures are not as noted, kindly notify us at once. Mr. Thomas Rogers State Board of Building Regulations and Standards One Ashburton Place — McCormick Bldg. — Rm 1301 Boston, Ma. 02108 Re: Riverbend Crossing Project — North Andover, Ma. Dear Mr. Rogers, Last month I spoke to Mr. Gene Novak regarding our intentions on retaining a different architect for the construction phase on the above project. This project was purchased by us from the previous developers and included Architectural drawings that were prepared and stamped by their architect. We would like to submit these stamped drawings in a building permit application with the enclosed Construction Control affidavit from our Architect along all the necessary Structural, Mechanical and Electrical documents. After reviewing the situation with the North Andover Building Commissioner — Robert Nicetta, he suggested that I include a letter from the State regarding this matter in the building permit application. I respectfully request this letter from your department and will answer any questions you may have.. Sincerely, W. Paul Slazik — Project Manager Enclosed: Architectural Construction Control Affadavit Rosewood Construction Corporation 259 Turnpike Road, Suite 100 Southborough, MA 01772 OFFICE: (508) 485-5333 FAX: (508) 485-9299 March 20, 2003 Mr. Thomas Rogers State Board of Building Regulations and Standards One Ashburton Place — McCormick Bldg. — Rm 1301 Boston, Ma. 02108 Re: Riverbend Crossing Project — North Andover, Ma. Dear Mr. Rogers, Last month I spoke to Mr. Gene Novak regarding our intentions on retaining a different architect for the construction phase on the above project. This project was purchased by us from the previous developers and included Architectural drawings that were prepared and stamped by their architect. We would like to submit these stamped drawings in a building permit application with the enclosed Construction Control affidavit from our Architect along all the necessary Structural, Mechanical and Electrical documents. After reviewing the situation with the North Andover Building Commissioner — Robert Nicetta, he suggested that I include a letter from the State regarding this matter in the building permit application. I respectfully request this letter from your department and will answer any questions you may have.. Sincerely, W. Paul Slazik — Project Manager Enclosed: Architectural Construction Control Affadavit • i .. � � � yw+ w Town Of North Andover � pO:tTy Office ®f the Zoning Board of Appeals 3r ,�.� • '`.° ` o. Community Development and Services Division ° 27 Charles Street 3 °q�no ��`•(5 North Andover, Massachusetts 01845 �SswcH�s�t D. Robert Nicetta Building Commissioner Any appeal shall be filed within (20) days after the date of filing. of this notice in the office of the TowwClerk Notice of Decision Year 2003 Property at: 350 Greene Street Telephone (978) 688-9541 Fax (978) 688-9542 This is to certify that twenty (20) days have elapsed from date of decision, filed without filing of an aap al. Date —CD� Joyce A. Bradshaw Town Clerk NAME: Capital Group Properties, 259 Turnpike _ .._-.___ _...._.._ Road, Southbridge, MA HEARING(S): January 14, 2003 ADDRESS: for premises at: 350 Greene Street PETITION: 2002-056 North Andover; MA 01845 l TYPING DATE: January 21, 2003 The North Andover Board of Appeals held a public hearing at its regular meeting on Tuesday, January 14, 2003 at 7:30 PM upon the application of Capital Group Properties, 259 Turnpike Road, Southbridge, MA for premises at: 350 Greene Street North Andover requesting a Variance from Section 7, Paragraph 7.3 and Table 2 for front and side setbacks, from Paragraph 7.6 and Table 2 for Floor Area Ratio, from FN -1 #2 for Landscape Buffer, and from Section 8, Paragraph 8.1 (7) for relief of driveway width in order to construct a proposed 43 unit apartment building, with frontage on the South side of Greene Street within the I -S zoning district. The following members were present: Walter F. Soule, John M. Pallone, Scott A. Karpinski, Ellen P. McIntyre, and George M. Earley. Upon a motion by John M. Pallone and 2"d by George M. Earley, the Board voted to GRANT the dimensional Variances for relief from Section 7, Paragraph 7.3 and Table 2 for a front setback of 7.4' and left side setback of 7.6', from Paragraph 7.6 and Table 2 for a Floor Area Ratio of 0.11.1, from FN -1 #2 for a Landscape Buffer, and from Section 8, Paragraph 8.1 (7) for relief of 31rom required driveway width in order to construct a proposed 43 unit apartment building on condition that that parking be allowed on Greene Street along with the walkway from Greene Street to the Shawsheen River per Zoning Compliance Plan, sheets 1-3, prepared for: . North Andover Residential Property, LLC, by Philip G. Christiansen, Registered Professional Engineer, #28895 and Michael J. Sergi, Registered Professional Land Surveyor, #33191, Christiansen .& Sergi, 160 Summer St., Haverhill, MA 01830, date: November 10, 2000, rev.: 12/15/00, 11/26/02. Voting in favor: Walter F. Soule, John M. Pallone, Scott A. Karpinski, Ellen P. McIntyre, and George M. Earley. The Board finds that the applicant has satisfied the provisions of Section 101 paragraph 10.4 of the Zoning Bylaw and that the granting of this variance will not cause substantial detriment to the public good and will not nullify or substantially derogate form the intent or purpose of this Bylaw. Furthermore, if the rights authorized by the Variance are not exercised within one (1) year of the date of the grant, it shall lapse, and may be re-established only after notice,. and a rlew hearing. Furthermore, if a Special Permit granted under the provisions contained herein shall be deemed, to have lapsed after a two (2) year. period from the date on which the Special Permit was granted unless substan"... use or construction has commenced, it shall lapse and may be re-established only after notice, and a new hearing. r_ l..J Town of North Andover; c_ -C7, <1 - Board of tkppeais, _`- N S A True COp;>' Walter F. Soule., Vice Chairman Decision 2002-056. ria Board of Appeals 688A541 3uilding 688 9545. Conservation 688-953' 0 Health 688-9540 Planrung 688-9535 Town of North Andover Office of the Zoning Board of Appeals Community Development and Services Division 27 Charles Street North Andover, Massachusetts 01845 D. Robert Nicetta Building Commissioner Telephone (978) 688-9541 Fax (978) 688-9542 Furthermore, if the rights authorized by the Variance are not exercised within one (1) year of the date of the grant, it shall lapse, and may be re-established only after notice, and a new hearing. Furthermore, if a Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two (2) year period from the date on which the Special Permit was granted unless substantial use or construction has commenced, it shall lapse and may be re-established only after notice, and a new hearing. Decision 2002-043. Page 2 of 2 Town of North Andover Board of Appeals, William J. S IIivan, Chairman t I F Board of Appeals 688-9541 .Building 688-9545 Conservation 688-9530 Health 688-9540 Planning 688-9535 -ESSEX NORTH REGISTRY OF DED5 LAWRENCE, MASS. A •rRUE COPY' ATTES' �Gi�t OF DEEM. Essex North County Reqistry of Deeds -''--' Lawreoce Massachu01840setts O3/O5/O3 NORTH ANDOVER RESIDENTIAL ^" # 37 Rec: Type PLAN -_~ 1,944 C. P. # 38 Rec: Type CERT uuc. 12945 ' C. P. Cop i es Total # 39 Payment Check THANK YOU! Thomas J. Burke xegisterof Deeds 65.00 20.00 10.00 20.00 IOO 118.00 Town of North Andover Office of the Zoning Board of Appeals Community Development and Services Division 27 Charles Street North Andover, Massachusetts 01845 D. Robert Nicetta Building Commissioner Any appeal shall be filed within .(20) days after the date of filing. of this notice in the office of the Town Clerk. Notice of Decision Year 2003 Property at: 350 _Greene Street Telephone (978) 688-9541 Fax (978) 688-9542 NAME: Capital Group Properties, 259 Turnpike Road, Southbridge, MA HEARING(S): January 14, 2003 ADDRESS: for premises at: 350 Greene Street PETITION: 2002-056 North Andover, MA 01845 TYPING DATE: January 21, 2003 The North Andover Board of Appeals held a public hearing at its regular meeting on Tuesday, January 14, 2003 at 7:30 PM upon the application of Capital Group Properties, 259 Turnpike Road, Southbridge, MA for premises at: 350 Greene Street North Andover requesting a Variance from Section 7, Paragraph 7.3 and Table 2 for front and side setbacks, from Paragraph 7.6 and Table 2 for Floor Area Ratio, from FN -1 #2 for Landscape Buffer, and from Section 8, Paragraph 8.1 (7) for relief of driveway width in order to construct a proposed 43 unit apartment building, with frontage on the South side of Greene Street within the I -S zoning district. The following members were present: Walter F. Soule, John M. Pallone, Scott A. Karpinski, Ellen P. McIntyre, and George M. Earley. Upon a motion by John M. Pallone and TA by George M. Earley,. the Board voted to GRANT the dimensional Variances for relief from Section 7, Paragraph 7.3 and Table 2 for a front setback of 7.4' and left side setback of 7.6', from Paragraph 7.6 and Table 2 for a Floor Area Ratio of 0.11.1, from FN -1 #2 for a Landscape Buffer, and from Section 8, Paragraph 8.1 (7) for relief of 3'from required driveway width in order to construct a proposed 43 unit apartment building on condition that that parking be allowed on Greene Street along with the walkway from Greene Street to the Shawsheen River per Zoning Compliance Plan, sheets 1-3, prepared for: North Andover Residential Property, LLC, by Philip G. Christiansen, Registered Professional Engineer, #28895 and Michael J. Sergi, Registered Professional Land Surveyor, #33191, Christiansen .& Sergi, 160 Summer St., Haverhill, MA 01830, date: November 10, 2000, rev.: 12/15/00, 11/26/02. Voting in favor: Walter F. Soule, John M. Pallone, Scott A. Karpinski, Ellen P. McIntyre, and George M. Earley. The Board finds that the applicant has satisfied the provisions of Section 10, paragraph 10.4 of the Zoning Bylaw and that the granting of this variance will not cause substantial detriment to the public good and will not nullify or substantially derogate form the intent or purpose of this Bylaw. Furthermore, if the rights authorized by the Variance are not exercised within one (1) year of the date of the grant, it shall lapse, and may be re-established only after notice, and a clew hearing. Furthermore, if a Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two (2) year period from the date on which the Special Permit was granted unless substantial<use or construction has commenced, it shall lapse and may be re-established only after notice, and a new hearlr;. G CD Town of North Andover c ; ; o c Board ofeals PP _ cx� N L' t., rpt. y - Walter F. Soule, Vice Chairman Decision 2002-056. N I a Board of Appeals 688-9541 Building 688-9545. Conservation 688-9530 Eealth688-9540 Planning 688-9535 j Town of North Andover Office of the Zoning Board of Appeals Community Development and Services Division 27 Charles Street North Andover, Massachusetts 01845 D. Robert Nicetta Building Commissioner Any appeal shall be filed within (20) days after the date of filing of this notice in the office of the Town Clerk. Notice of Decision Year 2003 Property at: 350 _Greene Street Telephone (978) 688-9541 Fax(978)688-9542 NAME: Capital Group Properties, 259 Turnpike Road, Southbridge, MA HEARING(S): January 14, 2003 ADDRESS: for premises at: 350 Greene Street PETITION: 2002-056 North Andover, MA 01845 TYPING DATE: January 21, 2003 The North Andover Board of Appeals held a public hearing at its regular meeting on Tuesday, January 14, 2003 at 7:30 PM upon the application of Capital Group Properties, 259 Turnpike Road, Southbridge, MA for premises at: 350 Greene Street North Andover requesting a Variance from Section 7, Paragraph 7.3 and Table 2 for front and side setbacks, from Paragraph 7.6 and Table 2 for Floor Area Ratio, from FN -1 #2 for Landscape Buffer, and from Section 8, Paragraph 8.1 (7) for relief of driveway width in order to construct a proposed 43 unit apartment building, with frontage on the South side of Greene Street within the I -S zoning district. The following members were present: Walter F. Soule, John M. Pallone, Scott A. Karpinski, Ellen P. McIntyre, and George M. Earley. Upon a motion by John M. Pallone and 2d by George M. Earley, the Board voted to GRANT the dimensional Variances for relief from Section 7, Paragraph 7.3 and Table 2 for a front setback of 7.4' and left side setback of 7.6', from Paragraph 7.6 and Table 2 for a Floor Area Ratio of 0.11.1, from FN -1 #2 for a Landscape Buffer, and from Section 8, Paragraph 8.1 (7) for relief of 3' from required driveway width in order to construct a proposed 43 unit apartment building on condition that that parking be allowed on Greene Street along with the walkway from Greene Street to the Shawsheen River per Zoning Compliance Plan, sheets 1-3, prepared for: North Andover Residential Property, LLC, by Philip G. Christiansen, Registered Professional Engineer, #28895 and Michael J. Sergi, Registered Professional Land Surveyor, #33191, Christiansen .& Sergi, 160 Summer St., Haverhill, MA 01830, date: November 10, 2000, rev.: 12/15/00, 11/26/02. Voting in favor: Walter F. Soule, John M. Pallone, Scott A. Karpinski, Ellen P. McIntyre, and George M. Earley. The Board finds that the applicant has satisfied the provisions of Section 10, paragraph 10.4 of the Zoning Bylaw and that the granting of this variance will not cause substantial detriment to the public good and will not nullify or substantially derogate form the intent or purpose of this Bylaw. Furthermore, if the rights authorized by the Variance are not exercised within one (1) year of the date of the grant, it shall lapse, and may be re-established only after notice, and a 4ew hearing. Furthermore, if a Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two (2) year period from the date on which the Special Permit was granted unless substantW use or construction has commenced, it shall lapse and may be re-established only after notice, and a new hearn ' c: Town of ljorth Andover Board of 40peals,- r U7 ` Uj Walter F. Soule, Vice Chairman `0 o G Decision 2002-056. N �f .' Board of Appeals 688-9541 Building 688 9545',Conservation 688 95301 Health 688-9540 Planiung 688 9535 41 a —/t!/ SS/ /V G CONSTRUCTION ENGINEERING SERVICES JoB 1(21 vc= 12 Pleasant Street SH T NO. OF b NEWBURYPORT, MASSACHUSETTS 01950 Phone (978) 465-2216 CALCULATED BY DATE 7 Fax (978) 463-3522 CHECKED BY DATE SCALE 204-1 (Single Sheets) 205-1 (Padded) z/S ~ CO.NCRESIVE@ --PASTE (LPL (Formerly CONCRESIVE 1428) Long pot life concrete bonding adhesive DESCRIPTION: CONCRESIVE PASTE (LPL) is a two -component, non -sag adhesive used for vertical and overhead Non -Sag Thickness applications and for horizontal anchoring in moderate (ASTM D 2730) environments. t RECOMMENDED FOR: • Bonding hardened to hardened concrete. • Horizontal and overhead anchoring. • Pinning loose or broken masonry. • Bonding steel and other rigid materials to concrete. • Bonding plastics, foam and other flexible materials • Fairing uneven surfaces, filling gaps and joints. FEATURES: • Very long pot life. • Non -sag gel. • Bonds to damp surfaces. • Easily mixed. • May be extended with properly graded sands. • Mixed material is concrete gray. TECHNICAL' DATA: Tensile Strength 2,000 psi (13.8 MPa) Elongation at Break 4% - (ASTM D 638) Compressive Yield Strength 8,000 psi (55.2 MPa) Compressive Modulus 4.0 x 105 psi (ASTM D 695) (2.8 x 103 MPa) Heat Deflection Temperature 105°F (41°C) (ASTM D 648)2 Slant Shear Strength 5,000 psi (34.5 MPa), Damp -to -Damp Concrete 100% concrete (AASHTO.T237) , failure ASTM C 881 Meets Types I and II, Grade 3, Class B and Class C . 'Test specimens cured 7 days @ 77°F (25°C) and tested at same temperature. 2Test specimens cured 28 days @ 77°F (25°C) and tested at same temperature. Properties listed are typical and descriptive of the product; and may be used as a guide for determining suitability for particular applications. GENERAL INFORMATION: Components - Part A Part B (Resin) (Hardener) ... Form Paste Paste Color White Black Ratio (by volume) 2 1 (by weight) 100 34 Pot Life 1 gallon (3.8 liters) Open Time Initial Cure Time [5,000 psi (333 MPa) minimum] _(•AASHT0._T237) Full Cure Time (ASTM D 695) Shelf Life 60°F- --...-85°F 105°F 1( 6°C)2( 9°C) (41°C 3/4" 1/2" 1/4" (18 mm) (12 mm) (7 mm) 21/2hrs. 1hr. 1/2 hr. 3 hrs._ -. 90 mins. 40 mins. 10 days 6 days 3 days 20 days 10 days 7 days 18 months minimum when stored at temperatures between 40°F and 90°F (4°C and 320C). ESTIMATING: Packaging 1, .3 and 15 U.S. gallon (3.8, 11.4 and 56.8 liter) units. Also available in 12.8 ounce (379 ml) cartridges. Coverage Rates [1/8" (3 mm) thick] Smooth surfaces 12 ft2/gallon (0.29 m2/liter) Rough surfaces 6 ft2/gallon (0.15 M2/ liter) SURFACE PREPARATION PROCEDURES: Concrete Surfaces 1. Substrate may be dry or damp, although optimum results are obtained on a dry surface. 2. Remove grease, wax, oil contaminants and cu compounds by scrubbing with an industrial grace detergent, a degreasing compound or a solvent strong enough for complete removal, then follow - with mechanical cleaning. 3 -Remove -weak, contaminated or deteriorated con- crete by shotblasting, bushhammering, gritblasting, scarifying or other suitable mechanical means. Follow mechanical cleaning with vacuum cleaning. 4. Acid -etching with 15% hydrochloric acid should only be used if there is no practical alternative. It must be followed by pressure washing, scrubbing and flushing with an abundant amount of clean water. Check for removal of acid with moist pH -paper. Reading should be greater than 10. Steel Surfaces 1. Remove dirt, grease and oil with a suitable, industrial grade, cleaning and degreasing compound. 2. Remove rust and mill scale by gritblasting. Blast steel to white metal. Follow gritblasting with vacuuming or oil -free, dry -air blast. �jivC�Zc=S� �L fit sZ r�L� PRODUCT USAGE INSTRUCTIONS: General Bonding Deep surface irregularities can be faired with a 1 to 1 sand: CONCRESIVE,PASTE•(LPL) mix. Allow this fairing material to set..Within 24 hours,•apply neat CONCRESIVI= PASTE (LPL) bonding agent with a trowel in sufficient quantities to fill all gaps between the mated surfaces. The bondline thickness should be between 1/32" and 118" (11/2 mm and 3 mm). Ideally, a small amount of bonding agent should be extruded from the joint when the surfaces are mated and pressure.is,applied Surfaces must be mated while the paste is still tacky (within the open time). Sand Selection Use graded silica sand; washed, kiln -dried and bagged. A carefully selected blend of sands with a low void content will require less epoxy for a given volume of mortar compared to ungraded sands. A good "gap" grading for low void content is a blend by weight of two parts #12 or #16 mesh to one part #80 to #100 mesh. When graded sands are not -available, a good general purpose sand is #30 mesh silica. Moisture Bonding to a clean damp surface is possible but less desirable than to a dry surface. When applying this product to a damp surface, remove free water by oil -free air blast. Bolt and Rebar Grouting Drilling: Holes maybe cut by either rotary -percussion drilling followed by air blow-out with oil -free compressed air or by diamond core boring followed by water flush. The hole must be free of water before grouting. Where holes are precast into the concrete, cast them undersized, then drill to fit. Hole sizing: The recommended diameter of the hole is 1/4" (6 mm) larger than that of the bar; larger or smaller annular spaces are less desirable. Application: Install a measured amount of the bonding adhe- sive into the bottom of the hole with a -caulking gun equipped - with an extension nozzle. Insert the bar, displacing the paste, then secure it in the center of the hole. Remove excess bonding' - agent from around the hole before it hardens. For grouting holes deeper than 2 feet (0.6 m), pressure grouting is recommended. -3/s CLEAN UP: Mixed epoxy is much easier to clean up before it hardens— solvents-suc.h as acetone, methyl ethyl ketone (MEK) or - toluene!rnay.be used: Commercial epoxy/paint stripper solvents, such as Concresive 6003, are recommended for hardened . epoxy. Consult solvent manufacturer's usage recommendations. LIMITATIONS: Application Temperature Range 60°F to 105°F (16°C to 41°C). Non -sag characteristics will diminish at the upper end of the application temperature.range. For structural use above 105°F (41°C) service temperature, sustained load conditions must be evaluated before selection of CONCRESIVE PASTE (LPL). SAFETY PRECAUTIONS: This product should be used by .qualified personnel for recom- mended applications in accordance with the previously described procedures. Components may be flammable or combustible, therefore extinguish open flames in the area prior to use. Ensure ade- quate ventilation to keep vapors below threshold values. The use of barrier cre<�:�, such as Kerodex® No. 71 or Indco Labs No. 211, 213 or 214 is recommended: Clean rubber gloves or disposable polyethylene gloves should always be worn. Should skin contact occur, wash immediately with soap and cold water, Epocleanse 6001 or other suitable hand cleaner. For details regarding personnel protective equipment, first aid and emergency procedures, refer to the product Material Safety Data Sheet (MSDS). Master Builders, Inc. 23700 Chagrin Blvd. Cleveland, OH 44122 800-227-3350 - 3637 Weston Rd. Toronto, ONT M91- 1W1 Master Builders 416-741-3830 - . ©1990, Master Builders, Inc. Technologies Form ADH -2b Printed in U.S.A. 590 ®_ ... 5/96 $ikaTop 122 PLUS - ® Two -component, polymer -modified, cementitious, trowel-grade.- mortar rowel-grade - mortar plus Armatec 2000 migrating corrosion inhibitor >ikaTop 122 PLUS is a two -component, lolymer-modified, portland-cement, fast- etting, trowel -grade mortar. It is a high ierformance repair mortar for horizontal ,nd vertical surfaces and offers the addi- onal benefit of Armatec 2000, a migrating orrosion inhibitor. f.ERETO USE On grade, above, and below grade on concrete and.mortar. On horizontal and vertical surfaces. ^As a structural repair material for park - "Ing structures, industrial plants, walk- ways, bridges, tunnels, dams, and ramps. :To level concrete surfaces. `As an overlay system for topping/resur- igh compressive and flexural , High early strengths. Opens to traffic i: fast: foot in 1-2 hours, pneumatic tire in F';4-6 hours. High abrasion resistance. VIncreased freeze/thaw durability and Vis" • resistance to deicing salts. I Compatible with coefficient of thermal ;,expansion of concrete - Passes ASTM :C-884 (modified). i,Increased density- improved carbon dioxide resistance (carbonation) with- out adversely affecting .water vapor transmission (not a vapor barrier). ♦ Enhanced with Armatec 2000, a migra- ''..torycorrosion inhibitor -reduces corro- sion even in the adjacent concrete. � .Notflammable, non-toxic. �°,,Conforms to ECA/USPHS standards for ,""surface contact with potable water. ►`:USDA approved for food industry. ► ANSI/NSF Standard 61 potable water cu. ft./ unit. nponent'A' - 1 -gal. plastic jug; 4/carton. nponent'B' - 61.5 -Ib. multi -wall bag. TYPICAL DATA a- SIKA TOP 122 PLUS (Material and curing conditions @ 73F(23C) and 0• SHELF LIFE One year in original, unopened packaging. STORAGE Store dry at 40-95F (4-35C). Condition material to 65-75F before CONDITIONS using. Protect Component -W from freezing. If frozen, discard. COLOR Concrete gray when mixed. MIXINGRAT/O Piant-proportioned kit, mix entire unit. APPLICATION Approximately 15 min. after adding Component'B'to Component 77ME 'A'. Application time is dependent on temperature and relative humidity. FINISHING TIME 20 to 60 min. after combining components: depends on tempera- ture, relative humidity, and type of finish desired. DENSITY(WETMIX) . 136lbs./cu. ft. (2.18 kg/1) FLEXURAL STRENGTH (ASTM C-293) 28 days 2,000 psi (13.8 MPa) SPLI777NG TENSILE STRENGTH (ASTM C-496) 28 days., 750 -psi (5.2 MPa) BOND STRENGTH"(ASTMC-882 MODIFIED) 28. days 2,200 psi (15.2 MPa) COMPRESSIVE STRENGTH (ASTM C-109) 1 -day 3,000 psi (20.7 MPa) 7 days 5,500 psi (37.9 MPa) 28 days 7,000 psi (48.3 MPa) PERMEABILITY(AASHTO T-277) 28 days Approx. 500 Coulombs CORROSION TESTING FORARMATEC2000 Cracked Beam Corrosion T qts: Reduced -corrosion rates.47%versus control specimens. ASTM G109 modified Mortar scrubbed into substrate. HOW TO USE SUBSTRATE Concrete, mortar, and masonry products. SURFACEPREPARATION - - Concrete/Mortar: Remove all deterio- rated concrete, dirt, oil, grease, and all bond -inhibiting materials from surface. Be sure repair area is not less than 1/8 inch in depth. Preparation work should be done by high pressure water blast, scabbier, or other appropriate mechanical means to obtain an aggregate -fractured surface with a minimum surface profile of tl/16 inch. Saturate surface with clean water. Sub- strate should be saturated surface dry (SSD) with no standing water during appli- cation. Reinforcing Steel: Steel reinforcement - should be thoroughly prepared by'me- chanical cleaning to remove all traces of rust. Where corrosion hasoccurreddueto - the presence of chlorides, the steel should be high-pressure washed with clean water after mechanical cleaning. For priming of reinforcing steel use Sika Armatec 110 EpoCem (consult Technical Data Sheet). MIXING Pour approximately 7/8 of Component'A' into the mixing container. Add Component 'B' (powder)while mixing continuously. Mix mechanically with a low -speed drill (400- 600 rpm) and mixing paddle or mortar mixer. Add remaining Component'A' (liq- uid) to mix if a more loose consistency is desired. Mix to a uniform consistency, maximum minutes. Thorough mixing and proper proportioning of the two compo- nents is necessary. For SikaTop 122PLUS concrete: Pour all of Component 'A' into mixing container. Add all of Component'B' while mixing, then _... introduce 3/8 inch coarse aggregate at desired quantity. Mix to uniform consis- tency, maximum 3 minutes. Addition rate must not exceed 42 lbs. per bag (approx. 3.0 to 3.5 gal. by loose volume). The aggre- gate must be non-reactive, clean, well - graded, saturated surface dry, and have low absorption/high density. Note: Variances in the quality of the aggre- gate will affect the physical properties of SikaTop 122PLUS. The yield is increased to 0.75 cu. ft./unit with the addition of the aggregate (42 lbs.). Do not use limestone aggregate. APPLICATION & FINISH SikaTop 122PLUS must be scrubbed into the substrate, filling all pores and voids. Force material against edge of repair,work- Ing toward center. Afterfilling repair, con- solidate, then screed. Allow mortar or con - Crete to set to desired stiffness, then finish with wood or sponge float for a smooth surface, or broom or burlap -drag fora rough finish. 'As pe_rACI recommendations for portland cement concrete, curing is required. Moist cure with wet burlap and polyethylene, a fine mist of water or a water based' com- patible..curing compound.. Curing com- pounds adversely affect the adhesion of following layers of mortar, leveling mortar or protective coatings. Moist curing should commence immediately after finishing. Protect newly applied material from direct sunlight, wind, rain and frost. "Pretesting of curing compound is recommended. LIMITATIONS ♦ Application thickness: ♦ Mini mum ambient and surface tempera- tures 45F (7C) and rising at time of application. ♦ Addition of coarse aggregates may re- sult in variations of the physical proper- ties of the mortar. . Do not use solvent -based curing com- ....._ pound. Component 'A' - Irritant - May cause skin/eye/respiratory irritation. Avoid breathing vapors. Use with adequate ventilation. Avoid skin and eye contact. Safety goggles and rubber gloves are recommended. SI 144 top Component '13' - Irritant; suspect car- cinogen - Contains portland cement and sand (crystalline silica). Skin and eye irri- tant. Avoid contact. Dust may cause res- piratory tract irritation. Avoid breathing dust. Use only with adequ ate ventilation. May cause delayed lung injury (silicosis). IARC lists crystalline silica as having.suffi- cient evidence of carcinogenicity in labora- tory animals and limited evidence of carci- nogenicityin humans. NTP also lists crys- talline silica as a suspect carcinogen. rys-tallinesilicaasasuspectcarcinogen. Use of safety goggles and chemical resistant gloves is recommended. If PELs are ex- ceeded, an appropriate, NIOSH/MSHA approved respirator is required. Remove contaminated clothing. FIRSTAID In case of skin contact, wash thoroughly with soap and water. Foreye contact, flush immediately with plenty of water for at least 15 minutes, and contact a physician. For respiratory problems, remove person to fresh air. CLEANUP In case of spillage, scoop or vacuum into appropriate container, and dispose of in accordancewith current, applicable local, state and federal regulations. Keep con- tainer tightly closed and in an upright po- sition to prevent spillage and leakage. Mixed components: Uncured material'. can be removed with water. Cured material can only be removed mechanically.. Product Code 169. Sika, Armatec and SikaTop are regis- tered trademarks. Made in USA. Printed in -USA. May, 1996. *EEP�CONTAINER TIGHTLY CLOSED KEEP bUT 6F;REACK0FIC HILDRENa' ,i i NOT IFORiINTERNALCONSUMPTION INDUSTRIAL`USEONLY � h v .. cwt `��• � �' r CONSULT'MATERIAL SAFETY,DATA SHEET FORfMORE INFORMATION 'SIKA WARRANTS ITS PRODUCTS TO BE FREE OF MANUFACTURING DEFECTS AND THATTHEY W ILL MEET SIKA'S CURRENT PUBLISHED PHYSICAL PROPERTIES WHEN APPLIED IN ACCORDANCE WITH SIKA'S DIRECTIONS AND TESTED IN ACCORDANCE WITH ASTM AND SIKA STANDARDS. THERE ARE NO OTHER WARRANTIES BY SIKA OF ANY NATURE WHATSOEVER, EXPRESSED OR IMPLIED, INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE IN CONNECTION WITH THIS PRODUCT. SIKA CORPORATION SHALL NOT BE LIABLE FOR DAMAGES OF ANY SORT, INCLUDING REMOTE OR CONSEQUENTIAL DAMAGES, RESULTING FROM ANY CLAIMED BREACH OF ANY WARRANTY, WHETHER EXPRESSED OR IMPLIED, INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OR FROM ANY OTHER CAUSE WHATSOEVER. SIKA SHALL ALSO NOT BE RESPONSIBLE FOR USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT HELD BY OTHERS.' 1-800-933-SIKA NATIONWIDE Min. Max. in one lift Neat 1/8 inch 1 inch For the location of your nearest Sika sales office, (3 mm). _.. (25 mm) . Extended 1 inch 3 inches 201 Polito Avenue 2190 Gladstone Court (25 mm) (75 mm) ♦ Mini mum ambient and surface tempera- tures 45F (7C) and rising at time of application. ♦ Addition of coarse aggregates may re- sult in variations of the physical proper- ties of the mortar. . Do not use solvent -based curing com- ....._ pound. Component 'A' - Irritant - May cause skin/eye/respiratory irritation. Avoid breathing vapors. Use with adequate ventilation. Avoid skin and eye contact. Safety goggles and rubber gloves are recommended. SI 144 top Component '13' - Irritant; suspect car- cinogen - Contains portland cement and sand (crystalline silica). Skin and eye irri- tant. Avoid contact. Dust may cause res- piratory tract irritation. Avoid breathing dust. Use only with adequ ate ventilation. May cause delayed lung injury (silicosis). IARC lists crystalline silica as having.suffi- cient evidence of carcinogenicity in labora- tory animals and limited evidence of carci- nogenicityin humans. NTP also lists crys- talline silica as a suspect carcinogen. rys-tallinesilicaasasuspectcarcinogen. Use of safety goggles and chemical resistant gloves is recommended. If PELs are ex- ceeded, an appropriate, NIOSH/MSHA approved respirator is required. Remove contaminated clothing. FIRSTAID In case of skin contact, wash thoroughly with soap and water. Foreye contact, flush immediately with plenty of water for at least 15 minutes, and contact a physician. For respiratory problems, remove person to fresh air. CLEANUP In case of spillage, scoop or vacuum into appropriate container, and dispose of in accordancewith current, applicable local, state and federal regulations. Keep con- tainer tightly closed and in an upright po- sition to prevent spillage and leakage. Mixed components: Uncured material'. can be removed with water. Cured material can only be removed mechanically.. Product Code 169. Sika, Armatec and SikaTop are regis- tered trademarks. Made in USA. Printed in -USA. May, 1996. *EEP�CONTAINER TIGHTLY CLOSED KEEP bUT 6F;REACK0FIC HILDRENa' ,i i NOT IFORiINTERNALCONSUMPTION INDUSTRIAL`USEONLY � h v .. cwt `��• � �' r CONSULT'MATERIAL SAFETY,DATA SHEET FORfMORE INFORMATION 'SIKA WARRANTS ITS PRODUCTS TO BE FREE OF MANUFACTURING DEFECTS AND THATTHEY W ILL MEET SIKA'S CURRENT PUBLISHED PHYSICAL PROPERTIES WHEN APPLIED IN ACCORDANCE WITH SIKA'S DIRECTIONS AND TESTED IN ACCORDANCE WITH ASTM AND SIKA STANDARDS. THERE ARE NO OTHER WARRANTIES BY SIKA OF ANY NATURE WHATSOEVER, EXPRESSED OR IMPLIED, INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE IN CONNECTION WITH THIS PRODUCT. SIKA CORPORATION SHALL NOT BE LIABLE FOR DAMAGES OF ANY SORT, INCLUDING REMOTE OR CONSEQUENTIAL DAMAGES, RESULTING FROM ANY CLAIMED BREACH OF ANY WARRANTY, WHETHER EXPRESSED OR IMPLIED, INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OR FROM ANY OTHER CAUSE WHATSOEVER. SIKA SHALL ALSO NOT BE RESPONSIBLE FOR USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT HELD BY OTHERS.' 1-800-933-SIKA NATIONWIDE Regional Information and Sales Centers For the location of your nearest Sika sales office, contact your regional center. Northeast Midwest Southern - Western 201 Polito Avenue 2190 Gladstone Court 3778 La Vista Road 12767 East Imperial Hwy Lyndhurst, NJ 07071 Suite A Suite 100 Santa Fe Springs, CA 90670 Phone: 1-800-933-7452 Glendale Heights, IL 60139 Tucker, GA 30084 Phone: 310-941-0231 Fax: 201-804-1020 Phone: 708-924-7900 Phone: 404-315-0337 Fax: 310-941-4762 Fax: 708-924-8508 Fax: 404-315-0117 Rosewood Construction Corporation 259 Turnpike Road, Suite 100 Southborough, ,MA 01772 OFFICE: (508) 485-5333 FAX: (508) 485-9299 July 14, 2003 D. Robert Nicetta Town of North Andover Building Department 27 -Charles Street North Andover, MA 01845 RE: Riverbend Crossing Dear,Mr' . Nicetta-- Please find enclosed the Building Permit fee in the -amount of $90;900:00 for the above referenced.projeet. As you can imagine, the owners were very surprised at the high cost of the permit, they were anticipating a much lower amount. 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DESCRIPTION 32 14J df2-J7:Sj'be- 3 �- THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use X As requested ❑ For review and comment ❑ FORBIDS DUE REMARKS ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO SIGNED: �— if enclosures are not as noted, kindly notify us at once. t� Envelope Compliance Report Massachusetts Commercial Code COMcheck-EZ Software Version 2.2 Release la Section 1: Project Information Project Information: Riverbend Crossing - R21 Batt insul (as is otherwise) Owner/Agent Information: Maugel Architects Document Author Information: Jonathan Lichtenfels Notes: Classified as commercial (i.e. use cptr, 13 instead of appendix J) because it is over 3 stories in height Section 2: General Information Building Location: Climate Zone: Heating Degree Days (base 65 degrees F) Cooling Degree Days (base 65 degrees F) Building Use Method of Compliance: Buildin,g Type Office Project Description (check one): New Construction Addition North Andover, Massachusetts 13a 5641 678 Whole Building Method Floor Area 60822 Alteration _ Unconditioned Shell (File Affidavit) Section 3: Requirements Checklist Air Leakage, Component Certification, and Vapor Retarder Requirements Inspection Approved Date (Y/N) All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed Windows, doors, and skylights certified as meeting leakage requirements Component R -values & U -factors labeled as certified Vapor retarder installed Initial Climate -Specific Requirements (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. (b) Claimed performance does not exceed defaults in Tables 1301.9.3.1. No manufacturer certification required. (c) Certain building use types require continuous under -slab insulation (see Massachusetts Code Section 1304.2.7 and 1304.2.8). Envelope PASSES: Design 12% better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the Massachusetts Commercial Code requirement in COMcheck-EZ Version 2.2 Release la. Principal Envelo e Designer -Name Signatle Date Gross Cavity Cont. Proposed Budget Component Name/Description Area R -Value R -Value U -Factor U -Factor Roof: Flat Ceiling or Scissor Truss 16686 19.0 15.0 0.030 0.060 Skylight: Metal Frame with Thermal Break, Double Pane with Low -E Clear, shgc 0.63(b) 324 --- --- 1.000(b) 0.060 Garage / Entry Level: Steel Frame, 16" o.c. 3529 21.0 0.0 0.111 0.091 Glass Block Windows: Other, Clear, shgc 0.63 35 --- --- 0.600 0.603 Entry Storefront: Glass, Clear, shgc 0.53 70 --- --- 0.920(b) 0.603 Solid Doors ( 21 s.f. each): Solid 84 --- --- 0.700(b) 0.143 Levels 1-3: Steel Frame, 16" o.c. 22110 21.0 0.0 0.111 0.091 Window A (15 sf. each): Vinyl Frame, Double Pane with Low=E Clear, shgc 0.63(b) 2010 --- --- 0.480(b) 0.603 Window B (11.25 s.f. each): Vinyl Frame, Double Pane with Low -E, Clear, shgc 0.63(b) 236 --- --- 0.480(b) 0.603 Sliding Doors (59.5 s.f. each): Glass, Clear, shgc 0.53 2321 --- --- 0.920(b) 0.603 Solid Mech Doors (21.s.f. each): Solid 231 --- --- 0.700(b) 0.143 Level 4 (mainsard): Steel Frame, 24" o.c. 7920 30.0 0.0 0.092 0.091 Window A (15 s.f. each): Vinyl Frame, Double Pane with Low -E Clear, shgc 0.63(b) 690 --- --- 0.480(b) 0.603 Window B (11.25 s.f. each): Vinyl Frame, Double Pane with Low -E, Clear, shgc 0.63(b) 68 --- --- 0.480(b) 0.603 Sliding Doors (59 s.f. each): Glass, Clear, shgc 0.53 773 --- --- 0.920(b) 0.603 Floor/ Ceiling Assembly @ Garage: Other, Over Unconditioned Space 14194 --- --- 0.053 0.056 Slab on Grade @ parking level: Unheated On -Grade, Exterior Insulation, Depth 4 ft.(c) 520 --- 5.0 --- --- (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. (b) Claimed performance does not exceed defaults in Tables 1301.9.3.1. No manufacturer certification required. (c) Certain building use types require continuous under -slab insulation (see Massachusetts Code Section 1304.2.7 and 1304.2.8). Envelope PASSES: Design 12% better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the Massachusetts Commercial Code requirement in COMcheck-EZ Version 2.2 Release la. Principal Envelo e Designer -Name Signatle Date GWB- e' TYPE X' GWB MECH ROOMS - ETAL STUDS;s !b" -^.,.. WALL TO EXTEND 3 *THER'14 Fk-ER BATTS TO UNDERSIDE OF -mss^ TYPE 'X GWB DECK ABOVE -2 LAYERS OF 5/6' TYPE 'X' GWB 16" O.C. STANDARD 12" O.G. WITHIN 10'-0" OF CORNER CONDITION UL"- U4S5 -METAL STUDS o 16" O.C. I HOUR PARTITION TTP INTERIOR UNIT WALL GWB -METAL 5TUD9 s 16" C.C. iz^ GWB UL"- U423 INTERIOR WALL BATH METAL STUDS o I6'CC -SOUND 4TTENUAT:0BLANKET UTILITY SHAFT WALLS -%," MOISTURE RE5157ANT WALL -I" THICK GWB LINER PANELS BOARD (BATH SIDE) -PROVIDE BLOCKING 46 -a►" DEN LAS SHEATHING REQUIRED FOR PL;.`:51145 -THER-IA FIBER BATTS FIXTURES `^ -2 LAYERS OF 5/8' TYPE 'X' GWB INTERIOR WALL y" GILB • BATH 'TUB' AREA -METAL STUDS s 1E' C.C. JL*- U415 -SOUND ATTENUATION BLANKET - -19 FIRE LA59 INSULATION -1h" CEMENTICJ5 WALL BOARD ,BATH SIDE) ELEVATOR -PROVIDE BLOCKING AS TYPE 'X' GL5 REQUIRED FOR PL�_`1BING FIXTURES ANTERIOR WALL FOJRTH FLOOR -METAL STUDS s i(." O.C. MANSARD ROOF -SOUND ATTENUATION BLANKET I HOUR PARTITION -VAPOR BARRIER UL"- USm5 GWB -- 2 HOUR PARTITION ASSEMBL IES HEIGHT MAX. MATERIALS REMARKS REMAf2K5 6CW20 STAIRWAYS -2 LAYERS OF 5/6' TYPE 'X' GWB 16" O.C. STANDARD 12" O.G. WITHIN 10'-0" OF CORNER CONDITION EXTERIOR WALL s FIR5T FLOOR -METAL STUDS o 16" O.C. 16" O.C. STANDARD 12" O.C. WITHIN 10'-0" OF CORNER CONDITION -3" THERMA FIBER BATTS -2" AIR SPACE -2 LAYERS OF 5/9" TYPE 'X' GWB UL"- U423 2 HOUR PARTITION UTILITY SHAFT WALLS -I" THICK GWB LINER PANELS -METAL 'C -H' STUDS s 24" O.C. -a►" DEN LAS SHEATHING -THER-IA FIBER BATTS `^ -2 LAYERS OF 5/8' TYPE 'X' GWB 4aMET 5T 5 s Ib" O.C. JL*- U415 - -19 FIRE LA59 INSULATION 2 HOUR PARTITION ELEVATOR TYPE 'X' GL5 UL"- U356 -METAL FURRING C-,.\NEL s 16" O.C. - -2 HR RATED CMU :ALL I HOUR PARTITION El:l-6 UL"- USm5 -- 2 HOUR PARTITION -VINYL 51DING w/ AIR INFILTRATION STAIRWAYS -2 LAYERS OF 5/e' TYPE 'X' GWB IER FLOOR -METAL STUDS • I6' O.G. LAS 9HEAiHING (DOUBLE WALL) -3" THERMA FIBER BATTS -2 LAYERS OF 5/8' ^PE 'X' GWB IBE LASS INSULATION '� UL*- U423 2 HOUR PARTITION / BEE SCHEDULE) L 4 DW -6S L `DENOTES WALL/ FLOOR CONSTRUCTION TYPE !SEE SCHEDULE) I —DENOTES WALL/ FLOOR DESIGNATION (SEE SCHEDULE) 8" MTL 51,., 10" MTL 5TUD5 1" 1ETAL STUD SGS-4EDUL E HEIGHT MAX. SECTION REQUIRED MATERIALS REMAf2K5 6CW20 16" OL. STANDARD 12" O.C. WITHIN 10'-0" OF CORNER CONDITION REMARK -5 6CWI8 16" O.C. STANDARD 12" O.G. WITHIN 10'-0" OF CORNER CONDITION EXTERIOR WALL s FIR5T FLOOR 6CWI2 16" O.C. STANDARD 12" O.C. WITHIN 10'-0" OF CORNER CONDITION EXTERIOR WALL 45SEM5LIE5 TYPE- SECTION MATERIALS REMAf2K5 EWA j -4" BRICK VENEER -MASONRY WALL TIES • Ib" O.G. EXTERIOR WALL s FIR5T FLOOR -2" AIR SPACE RATION BARRIER -a►" DEN LAS SHEATHING `^ 4aMET 5T 5 s Ib" O.C. I - -19 FIRE LA59 INSULATION -VAPOR BRIER UL"- U356 X' GWB - - - I HOUR PARTITION El:l-6 EXTERIOR WALL m -VINYL 51DING w/ AIR INFILTRATION SECOND I THIRD IER FLOOR LAS 9HEAiHING D9 s Ib" O.C. ,F y IBE LASS INSULATION '� -VAPOR RRIER -5/8" TY 'X' GWB v UL*- U356 I HOUR PARTITION EW -C j -2 HR RATED 12" CMU WALL EXTERIOR WALL s ELEVATOR (LOWER A �, ,... FIRST FLOOR) Y` J -2" AIR SPACE -MASONRY WALL TIES • 16" O.G. `y < -4" BRICK VENEER (REFER TO ELEVATIONS 4 SWEET A3.0 FOR .,Y COURSING DESIGN) ML,o j_ -2 HR RATED S" CMU WALL EXTERIOR WALL s ELEVATOR (SECOND. " - 2" AIR SPACE THIRD 4 FOURTH FLOOR) ,•- -MASONRY WALL TIES s I6" O.C. -4" BRICK VENEER (REFER T ELEVATIONS i SHEET A3.0 FOR COURSING DES 314) EW -E EXTERIOR WALL s .. -5/8" TYPE 'X' GWB FOUNDATION -METAL FURRING CHANNELS 0 16" D.C. . -12" FOUNDATION WALL U� ;40 O w a 'm J 2LL� 6 mm 0 LL Z C � OO oa Et O F- u o a' 1-- zz J J < m <o �i m E _ N r z s Tl G -t 3 rCD C O I C. • iD 3�(D C CD 3 N X. . CD oCD O CD CD cD� 0 C a�iv yy y CL rt r ST CL CDg' c �c-, TIN m ILL r 4 ro O� m CDCD �3 NCD • C O Q O - i 4 C N � CL a. 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(D ) X CA Em- A�CD to C M 0 _%%. ƒga ]�0 3 (DOE f§� �f / Z � � §°2jt 0259E 5�»mch = /\\)& »{0 o ' § <oe.. m%/cr amCrc \7m e = /P\\ /f 2$ \/fa cyE=k (D=n_ r®0 0 0(n °°E§ (D ««§E Ea� / \ §oz - \i\0 CD }\$to \\�� MCD E/ \§fes R a#I SIDBITTIDJV TRRnwX 6990 TLC RZ6 !Yl lE:tl EOOZ/L9/ n . { ( \ � ] i ¥ p §°2jt 0259E 5�»mch = /\\)& »{0 o ' § <oe.. m%/cr amCrc \7m e = /P\\ /f 2$ \/fa cyE=k (D=n_ r®0 0 0(n °°E§ (D ««§E Ea� / \ §oz - \i\0 CD }\$to \\�� MCD E/ \§fes R a#I SIDBITTIDJV TRRnwX 6990 TLC RZ6 !Yl lE:tl EOOZ/L9/ n Project # 02 - 960 Meeting Minutes March 24,2003 Riverbend Crossing March 24, 2003 11:00 AM 350 Greene Street N.Andover, Ma 01845 Attendance: Julie Parrino N.Andover Con. Com. Leah Basbanes, M.A. Environ. Monitor, Basbanes Assoc. Paul Slazik Senior PM, RCC Paul George Superintendent, RCC On site review of existing conditions; Walked the entire existing sltation control line and noted breaks in the fencing and hay bales in several location that needed to be corrected before any site work was to take place. (a) One small area on the northeasterly side of the site needs to be cleared of sedimentation, this would require a backhoe to remove the silt from the front of the hay bales. (b) A small area at the temporary drain line inlet and discharge ends located on the westerly and northweaterly sides of the site; would require the removal of sedimentation and the resetting of hay bales. ( c) It was noted that in several areas the existing siltation fence would have to be resecured to stakes. 2. Wetland Replication: Due to construction activity on the westerly side of the building through most of the summer it was decided that the wetland replication for that area would take place sometime in August or September. 3. Drainage Ditch: Installation of the permenant drainge swale on the westerly side of the site would take place after the footings and piers are in place in that area. 4. N.O.I. Documents: Rosewood Construction Corporation submitted Geo -Technical information (three books) as requested by the conservation committee represenative. 5. Request For Elevations: Conservation requested that flood plain elevations be located on stakes through the site for verification. 6. Wetland Flagging: Conservation requested the reflagging of missing wetland flags. 7. Debris Along River Bank: It was noted by conservation that an area along the top of the river bank,beyond the limit of work area, on the northeasterly side ten or twelve truck load type piles consisting mainly of asphalt and concrete should be removed. It was also noted by Rosewood Construction that many of these piles have four to six inch trees growing through the piles and would be difficult to excavate between them properly more damage than good would be the result. Conservation representative will bring this to the next conservation committee meeting to be review with committee members ROSEWOOD CONSTRUCTION CORPORATION 259 Turnpike Road Suite 100 Southborough, MA 01772 Phone: (508) 485-5333 Fax: (508) 485-9299 LLIEVVIgn OT 4 o A LJLI@L 0CffVZ%1L WE ARE SENDING YOU AAttached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order )k COPIES DATE NO. DESCRIPTION 3/-z 0 �f s THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use XAs requested ❑ For review and comment ❑ FORBIDS DUE REMARKS COPY TO ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US SIGNED: ff enclosures are not as noted, kindly notify -us at once. Riverbend Crossing North Andover, Ma CONSTRUCTION SCHEDULE (REVISED) March 20, 2003 Activity Name Start Date Finish Date Duration 2003 Apr May Jun Jul Aug Sept Oct Nov Dec Site Work Erosion Control 6/17/02 8/29/03 63 — Clear & Grub Site 8/15/02 8/29/02 2 Cut & Fill 9/1/02 9/26/02 4 Utilities (water, sewer) 4/14/03 6/19/03 9 Excavation & Backfill Building 3/31/03 6/6/03 10 Site Drainage 4/7/03 7/4/03 13 Infiltration, Baysaver Structures 4/14/03 5/3/03 3 Wooden Bridge 9/15/03 9/19/03 1 Curbing, Sidewalks, & Pavers 10/6/03 12/19/03 11 Paving & Striping 11/3/03 11/9/03 1 Concrete Form and Pour Foundation 4/7/03 6/13/03 10 Form and Pour Elevator Pit 5/12/03 5/16/03 1 Slab @ 1 st Floor 7/7/03 7/7/03 0 Slab @ 2nd Floor 7/14/03 7/14/03 0 Slab @ 3rd Floor 7/21/03 7/21/03 0 G Slab @ 4th Floor 7/21/03 7/21/03 0 Cj Place and Finish Slab on Grade 7/28/03 7/28/03 0 Structural Steel Erect Structural Steel Sequence 1 6/2/03 6/6/03 1 Erect Structural Steel Sequence 2 6/9/03 6/13/03 1 Erect Structural Steel Sequence 3 6/16/03 6/20/03 1 Erect Structural Steel Sequence 4 6/23/03 6/27/03 1 Erect Structural Steel Sequence 5 6/30/03 7/4/03 1 Erect Structural Steel Sequence 6 7/7/03 7/11/03 1 Detail Sequences 1 thru 6 6/23/03 7/25/03 5 Misc. Metals Erect Steel Stairs 8/11/03 8/29/03 3 Interior Railings 10/6/03 10/10/03 1 Masonry Masonry Brick 8/4/03 9/19/03 7 Exterior Finishes Vinyl Siding, soffits 9/1/03 11/7/03 10 Balconies 9/8/03 11/21/03 11 Apr May Jun Jul Aug Sept 5-ct7 Nov Dec ar- . Riverbend Crossing CONSTRUCTION SCHEDULE March 20, 2003 North Andover, Ma (REVISED) Activity Name Start Date Finish Date Duration 2003 Apr May Jun Jul Aug Sept Oct Nov Dec Roofing Roof Blocking 7/7/03 7/18/03 2 Rubber membrane roofing 7/21/03 7/25/03 1 Mansard Shingle Roof 8/4/03 8/29/03 4 Metal Trim, misc. 9/15/03 10/3/03 3 Carpentry Rough 8/18/03 10/17/03 9 - Finish - counters, cabinets 9/15/03 11/28/03 11--- - trim, mouldings 10/6/03 12/5/03 9 Metal Stud and Drywall Light Guage Framing 7/14/03 9/5/03 8 Drywall Partitions @ Condo Units 8/4/03 11/29/03 17 Drywall Partitions @ Core Areas 8/4/03 12/12/03 19 Painting Condo Units 9/22/03 12/12/03 12 Core Areas 11/17/03 12/26/03 6 Exterior, Misc. 9/15/03 10/11/03 4 Accoustical Ceilings Core Areas 11/10/03 12/19/03 6 Doors & Hardware Core Area Metal Frames 10/13/03 10/24/03 2 Condo Doors & Frames 10/6/03 12/12/03 10 Core Area Doors 12/1/03 12/20/03 3 Flooring Bathroom Tile 9/22/03 11/21/03 9 Granite 11/10/03 12/19/03 6 ----- Sheet Vinyl, VCT 11/3/03 12/20/03 7 Carpet 10/20/03 12/26/03 10 Glass and Glazing Exterior Windows, Balcony Doors 9/1/03 10/31/03 9 Glass & Aluminum Entrances 10/13/03 10/17/03 1 Apr j May Jun Jul Aug Sept Oct Nov Dec fkiverbend Crossing North Andover, Ma CONSTRUCTION SCHEDULE ( REVISED ) March 20, 2003 Activity Name Start Date Finish Date Duration 2003 Apr May Jun Jul Aug Sept Oct Nov Dec Tiolet Partitions & Accessories Condo Units 10/13/03 12/6/03 8 Core Areas 12/8/03 12/12/03 1 Elevator Drill & Install Piston 6/2/03 6/6/03 1 Rails & Equipment 10/6/03 12/12/03 10 Sprinkler Rough Piping 8/4/03 11/28/03 17 -- Drop Heads @ Cores 11/17/03 12/19/03 5 Plumbing Rough Plumbing - Underground 7/7/03 7/18/03 2 Rough Plumbing - Bldg. 8/4/03 11/14/03 15 - Finish Plumbing 10/6/03 12/12/03 10 Mechanical Condo Units 8/11/03 11/14/03 14 - - Common Areas 9/15/03 10/31/03 7 Balance @ Cores 12/15/03 12/26/03 2 cz:) Electrical Rough Electrical - Underground 7/14/03 7/22/03 1 C� Rough Electrical - Bldg. 8/18/03 11/14/03 13 Finish Electrical - Bldg. 10/13/03 12/19/03 10 Finish Electrical - Site 10/6/03 10/24/03 3 ccc) Landscaping Irrigation 10/6/03 10/17/03 2 CED Trees & Plants 10/20/03 11/7/03 3 — Loam & Seed 10/20/03 11/14/03 4 NOTE: Condominium construction dependant on sales of units Apr May Jun . Jul Aug Sept Oct I Nov Dec ROSEWOOD CONSTRUCTION CORPORATION 259 Turnpike Road Suite 100 Southborough, MA 01772 Phone: (508) 485-5333 Fax: (508) 485-9299 TO Lb. 2.7 L' Qs gvn P7�VV[9191 OLJ V o e LJV@LJ 0VUL%1L WE ARE SENDING YOU KAttached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ . Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION / Z THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use kAsrequested ❑ For review and comment ❑ FORBIDS DUE REMARKS COPY TO ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US SIGNED: if enclosures are not as noted, kindly notify us at once. I;. O 'Town of North Andover NoRrp .3r Ob,+LED hA .h� Office of the Zoning Board of Appeals o Community Development and Services Division # _ 27 Charles Street — =' �•4+D+wnD � {� North Andover, Massachusetts 01845 D. Robert Nicetta Building Commissioner Any appeal shall be filed within (20) days after the date of filing of this notice in the office of the Town Clerk. Notice of Decision Year 2003 Property at: 350 Greene Street Telephone (978) 688-9541 Fax2V(78)688-9542 This is to certify that twenty (2i)) days have elapsed from date of decision, filed without filing of Date_C an �ap al. 0-3 Joyce A. Bradshaw Town Clerk NAME: Capital Group Properties, 259 Turnpike Road, Southbridge, MA HEARING(S): January 14, 2003 ADDRESS: for pra ses at: 350 Greene Street _ PETITION: 2002 -056 - North Andover, MA 01845 TYPING DATE: January 21, 2003 The North Andover Board of Appeals held a public hearing at its regular meeting on Tuesday, January 14, 2003 at 7:30 PM upon the application of Capital Group Properties, 259 Turnpike Road, Southbridge, MA for premises at: 350 Greene Street North Andover requesting a Variance from Section 7, Paragraph 7.3 and Table 2 for front and side setbacks, from Paragraph 7.6 and Table 2 for Floor Area Ratio, from FN -1 #2 for Landscape Buffer, and from Section 8, Paragraph 8.1 (7) for relief of driveway width in order to construct a proposed 43 unit apartment building, with frontage on the Southside of Greene Street within the I -S zoning district. The following members were present: Walter F. Soule, John M. Pallone, Scott A. Karpinski, Ellen P. Mclntyre, and George M. Earley. Upon a motion by John Ni Pallone and 2id by George M. Earley,. the Board voted to GRANT the dimensional Variances for relief from Section 7, Paragraph 7.3 and Table 2 for a front setback of 7.4' and left side setback of 7.6', from Paragraph 7.6 and Table 2 for a Floor Area Ratio of 0.11.1, from FN -1 #2 for a Landscape Buffer, and from Section 8, Paragraph 8.1 (7) for relief of Yfrom required driveway width in order to construct a proposed 43 unit apartment building on condition that that parking be allowed on Greene Street along with the walkway from Greene Street to the Shawsheen River per Zoning Compliance Plan, sheets 1-3, prepared for: . North Andover Residential Property, LLC, by Philip G. Christiansen, Registered Professional Engineer, #28895 and Michael J. Sergi, Registered Professional Land Surveyor, #33191, Christiansen & Sergi, 160 Summer St., Haverhill, MA 01830, date: November 10, 2000, rev.: 12/15/00,11/26/02. Voting in favor: Walter F. Soule, John M. Pallone, Scott A. Karpinski, Ellen P. McIntyre, and George M. Earley. The Board finds that the applicant has satisfied the provisions of Section 10, paragraph 10.4 of the Zoning Bylaw and that the granting of this variance will not cause substantial detriment to the public good and will not nullify or substantially derogate form the intent or purpose of this Bylaw. Furthermore, if the rights authorized by the Variance are not exercised within one (1) year of the date of the grant, it shall lapse, and may be re-established only after notice, and a rlew hearing. Furthermore, if a Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two (2) year period from the date on which the Special Permit was granted unless substantial use or construction has commenced, it shall lapse and may be re-established only after notice, and a new hearng. w Decision 2002-056. ATTEST: A True Cop}r Town Clerl,- Town of North Andover s— Board of Appeals, - Walter F. Soule, Vice Chairman -Q N - � G Board of Appeals 688-954I Building 688 9545'. consziiation 688-9530 Health 638A540 Planning 688-9535 4. Town of North Andover Office of the Zoning Board of Appeals Community Development and Services Divisioj 27 Charles Street North Andover, Massachusetts 01845 D. Robert Nicetta Building Commissioner Telephone (978) 688-9541 Fax (978) 688-9542 Furthermore, if the rights authorized by the Variance are not exercised within one (1) year of the date of the grant, it shall lapse, and may be re-established only after notice, and a new hearing. Furthermore, if a Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two (2) year period from the date on which the Special Permit was granted unless substantial use or construction has commenced, it shall lapse and may be re-established only after notice, and a new hearing. Decision 2002-043. Page 2 of 2 Town of North Andover Board of Appeals, William L S llivan, Chairman Board of Appeals 688-9541 Building 688-9545 Conservation 688-9530 Health 688-9540 Planning 688-9535 .09 ROSEWOOD CONSTRUCTION \�CORPORATION d 259 Turnpike Road Suite 100 �S Southborough, MA 01772 Phone: (508) 485-5333 Fax: (508) 485-9299 `1[9VTf[RE @[F 4 o e MMUVZM WE ARE SENDING YOU XAt ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ .Specifications ❑ Copy of letter ❑ Change order X 9 112. ,,s 6 COPIES DATE NO. DESCRIPTION 3 • 00 3 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use XAs requested ❑ For review and comment ❑ FORBIDS DUE REMARKS COPY TO ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US SIGNED: J 4=e-2 Q�:� If enclosures are not as noted, kindly notify us at once. �-' �_ ��/ � ♦ 11/ /111 � -� � Y `1[9VTf[RE @[F 4 o e MMUVZM WE ARE SENDING YOU XAt ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ .Specifications ❑ Copy of letter ❑ Change order X 9 112. ,,s 6 COPIES DATE NO. DESCRIPTION 3 • 00 3 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use XAs requested ❑ For review and comment ❑ FORBIDS DUE REMARKS COPY TO ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US SIGNED: J 4=e-2 Q�:� If enclosures are not as noted, kindly notify us at once. Narrative Report for the Fire Alarm System for Compliance with Massachusetts State Building Code Riverbend Crossing 350 Greene Street North Andover, Massachusetts Prepared By: S. R. STAFFORD ENGINEERING, INC. P. O. Box 1310, 55 Townsend Street Pepperell, MA. 01463-3310 Tel: (978) 582-0841 / Fax: (978) 582-0890 March 14, 2003 Riverbend Crossing, North Andover, Massachusetts Narrative Report for Compliance with Section 1301.8.4.1 (780 CMR) March 14, 2003 Page 2 TABLE OF CONTENTS 1. DESIGN INTENT 2. BASIS of DESIGN 3. SEQUENCE OF OPERATIONS AND INTERACTIONS 4. SYSTEMS AND EQUIPMENT CAPACITIES 5. TESTING 6. OPERATIONS MANUALS AND MAINTENANCE MANUALS 7. RECORD DRAWINGS AND CONTROL DOCUMENTS •Riverbend Crossing, North Andover, Massachusetts Narrative Report for Compliance with Section 1301.8.4.1 (780 CMR) March 14, 2003 Page 3 Project: Riverbend Crossing, North Andover, MA Constructor: Rosewood Construction Corp. Designers of Record: S. R. Stafford Engineering, Inc. (Power and Lighting) Date of Submittal: September 27, 2002 1. DESIGN INTENT The project is a four-story building with parking facilities under the building. The total square footage is 87,000 square feet garage level and has an occupancy use group of: Residential R-2, Apartment House. The area consists of the following: • Garage Floor 17,400 square -feet (12,300 sq -ft garage + 5,100 sq -ft meeting area) • First floor • Second floor • Third floor • Fourth floor 17,400 square -feet 17,400 square -feet 17,400 square -feet 17,400 square -feet The garage level has the following spaces: covered garage parking, elevator and elevator lobby, mechanical, sprinkler system and electrical rooms, two gathering rooms and public toilets. The first floor includes the following spaces: Lobby, Elevator and Elevator Lobby, Corridors, Stairs and Apartments. The second, third and fourth floors consist of: Elevator and Elevator Lobby, Corridors, Stairs and Apartments. A roof access hatch is provided at the fourth floor. Parking lot lighting, security lighting, and canopy lighting will be supplied through the building service and will operate from dusk to dawn. There will be an area designated in the electrical room to hold the operating instructions for electrical controls and reduced scale drawings showing the lighting and electrical systems of each space. The Electrical Designer of Record will certify that the systems have been installed in accordance with the approved construction documents, in conformance with 780 CMR 1301.8.4.4. The energy code requires only the common spaces in a residential apartment type building be in compliance with the energy code. s �Riverbend Crossing, North Andover, Massachusetts Narrative Report for Compliance with Section 1301.8.4.1 (780 CMR) March 14, 2003 Page 4 2. BASIS of DESIGN Following are the assumptions used to calculate the capacities and parameters for the building components. LIGHTING Following light level assumptions used to calculate the capacities and parameters for the building electrical components: • 25 to 30 foot-candles for the corridors • 30 to 50 foot-candles at the exits, stairways and elevator lobbies • 25 to 30 foot-candles in the Main Lobby In addition, the following watts per square foot were maintained: • Lobby 1.8 W/sq-ft • Stairway 0.9 W/sq-ft • Active Storage 1.1 W/sq-ft • Electrical Room 1.3 W/sq-ft • Dining Areas 1.4 W/sq-ft • Garage Parking Area 0.2 W/sq-ft 3. SEQUENCE OF OPERATIONS AND INTERACTIONS LIGHTING Individual apartment room lighting and bathroom lighting will be controlled via a main switch as one enters the room. The Main Lobby lighting and ambient lighting in the corridors will be on 24 hours per day for patron safety because there are no windows in the corridors. Lighting on the exterior of the building, including site lighting and sign lighting to be controlled via photocell to be on at dusk and off at dawn. e t Riverbend Crossing, North Andover, Massachusetts Narrative Report for Compliance with Section 1301.8.4.1 (780 CMR) March 14, 2003 Page 5 4. SYSTEMS AND EQUIPMENT CAPACITIES LIGHTING Individual apartment room lighting will be accomplished with both incandescent and compact fluorescent lamped fixtures. The corridor lighting will be provided by a combination of wall mounted, pendant mounted and recess mounted 13W compact fluorescent light fixtures. Emergency egress lighting will be accomplished by integrally mounted battery backup fixtures strategically located throughout the facility in the corridors and in the stairways and at the exit doors. Exits signs with LED lamps will have battery backup also. Support areas, such as mechanical and electrical room as well as the two gathering rooms on the garage level will be lighted with either recess or surface mounted fluorescent light fixtures using 4 -foot T8 lamps. The Main Lobby Lighting will be lighted with recess mounted compact fluorescent light fixtures. The site lighting will consist of a combination of 70W and 175W metal halide parking lot lighting mounted on poles. POWER DISTRIBUTION The entire facility will be fed with a 1600A, 120/208V, 3-phase, 4 -wire service entrance via a utility company pad -mount transformer. Upon entering the facility the entire load will be controlled via a single main disconnect. The house service load will be distributed to the utilization loads via a main distribution panel and then to an individual 200A, 3-phase, 4 - wire panel. The house panels will be located in an electrical room with access limited to maintenance personnel only. The individual apartment units will have their separately metered service of 100A, 120/208V, single-phase, 3 -wire fed from the main service at the garage level. fZiverbend Crossing, North Andover, Massachusetts Narrative Report for Compliance with Section 1301.8.4.1 (780 CMR) March 14, 2003 Page 6 5. TESTING The electrical contractor shall perform the following tests and inspections with the engineer or the owner's representative present. The tests and inspections must comply with the criteria stated for the work to be accepted. LIGHTING The following tests shall be performed: • Measure the voltage of all phases to each other and to neutral. • Measure the resistance of the ground. • Demonstrate that the photocell controls turn the exterior lighting on and off. • Inspect that all lamps in all fixtures are functioning. 6. OPERATIONS MANUALS AND MAINTENANCE MANUALS When the building is completed and ready for occupancy, the general contractor shall provide the following items before the review and final testing begin: LIGHTING Two complete sets of as -built drawings shall be provided to the Owner including two sets of O&M manuals of all electrical equipment furnished on this project with warranties on equipment. 7. RECORD DRAWINGS AND CONTROL DOCUMENTS When the building is completed and ready for occupancy, the general contractor shall provide the following items before the review and final testing begin: • As -built drawings for the electrical and lighting systems for the owner. One set shall be 1/8" or'/" scale similar to the engineered drawings. Another set shall be reduced to fit on legal size paper. END OF NARRATIVE REPORT Lighting Compliance Certificate COMcheck-EZ Software Version 2.1 Release lb Massachusetts Commercial Code Edition Section 1: Project Information Project Information: Owner/Agent Information Document Author Information: Riverbend Crossing 350 Greene Street N. Andover, Massachusetts S. R. Stafford Engineering, Inc. P. O. Box 1310 Pepperell, MA 01463 Steven R. Stafford, PE Notes: This is a residential space and as such the apartments do not require code compliance calculations. The only spaces calculated are the common areas. Section 2: General Information Building Location: Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): Building Use Method of Compliance: Activity Type(s) Common Space Types Dining Area Common Space Types Electrical/Mechanical Common Space Types Lobby Warehouse and Parking Garage Parking - Pedestrian Common Space Types Restroom Common Space Types Stairway Common Space Types Corridor/Transition Common Space Types Corridor/Transition North Andover, Massachusetts 13a 5641 678 Activity Type Method Floor Area 2345 704 634 12705 120 1880 2856 3540 P ject Description (check one): New Construction _ Addition _ Alteration _ Unconditioned Shell (File Affidavit) Section 3: Requirements Checklist Inspection Approved Date (Y/N) A complete description of the lighting system (1301.8.4) Controls, Switching, and Wiring Automatic shutoff by time -of -day, occupancy sensors, or occupant - controlled timers (1308.2. 1) Exceptions: Buildings < 5000 ft2, spaces intended for 24 -hr occupancy Independent override controls for each space by switch or occupancy sensor (1308.2.3) Uniform reduction of perimeter office lighting (1308.2.3) Exceptions: Initial Daylighting controls Additional controls for display, accent, and task lighting (1308.2.4) Master switch at entry to hotel/motel guest rooms (13 08.2.4) Photocell/astronomical time switch on exterior lights Tandem wiring of one -lamp and three -lamp ballasted luminaires Exceptions: Electronic ballasts Interior Lighting Total actual watts must be less than or equal to total allowed watts (1308.6) Allowed Watts Actual Watts Complies(Y/N) 14170 11532 YES Exterior Lighting Type(s) of exterior lighting sources (1308.5): Fluorescent Metal Halide —High -Pr. Sodium _Other xceptions: Specialized signal, directional, and marker lighting; lighting highlighting exterior features of historic buildings; advertising signage; safety or security lighting; low -voltage landscape lighting; luminaires under 100 watts. (See 1308.7 for exterior lighting power limits.) Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the Massachusetts Commercial Code requirements in COMcheck-EZ Version 2.1 Release Ib. Principal Lighting Designer -Name li6ature Date Lighting Application Worksheet COMcheck-EZ Software Version 2.1 Release lb Massachusetts Commercial Code Edition Section 1: Allowed Lighting Power Calculation A B C D 3283 Total 704 Floor Allowed Allowed Area Watts Watts Area Category (ft2) (watts/ft2) (B x C) Common Space Types Dining Area 2345 1.4 3283 Common Space Types Electrical/Mechanical 704 1.3 915 Common Space Types Lobby 634 1.8 1141 Warehouse and Parking Garage Parking - Pedest 12705 0.2 2541 Common Space Types Restroom 120 1 120 Common Space Types Stairway 1880 0.9 1692 Common Space Types Corridor/Transition 2856 0.7 1999 Common Space Types Corridor/Transition 3540 0.7 2478 Section 2: Actual Lighting Power Calculation A B Fixture Fixture Description / ID Lamp Description Wattage Per Lamp / Ballast Total Allowed Watts = 14170 C D E F Lamps/ # of Fixture Fixture Fixtures Watt. D x E A RECESS / 48" T8 32W / Electronic 2 37 - 64 2368 B SURFACE / 48" T8 32W / Electronic 2 4 64 256 C SURFACE / 48" T8 32W / Electronic 2 19 64 1216 E GARAGE LIGHT / Metal Halide 100W / Magnetic 3 16 150 2400 H HALLWAY / Triple 4 -pin 18W / Electronic 3 3 36 108 L HALLWAY / Triple 4 -pin 18W / Electronic 3 5 36 180 M HALLWAY / Triple 4 -pin 18W / Electronic 3 48 36 1728 N HALLWAY / Triple 4 -pin 18W / Electronic 3 32 36 1152 P HALLWAY / Triple 4 -pin 18W / Electronic 3 52 36 1872 V HALLWAY / Triple 4 -pin 18W / Electronic 3 7 36 252 Total Actual Watts= 11532 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero, the building complies. Total Allowed Watts = 14170 Total Actual Watts = 11532 Project Compliance = 2638 Lighting PASSES: Design 19% better than code Energy Conservation Report for Compliance with Section 1301.8.4.1 of the Massachusetts State Building Code Riverbend Crossing 350 Greene Street North Andover, Massachusetts Prepared BY: S. R. STAFFORD ENGINEERING, INC. P. O. Box 1310, 55 Townsend Street Pepperell, MA. 01463-3310 Tel: (978) 582-0841 / Fax: (978) 582-0890 March 14, 2003 „ NO. 3149' Riverbend Crossing, North Andover, Massachusetts Narrative Report for the Fire Alarm System March 14, 2003 Page 2 TABLE OF CONTENTS 1A. BASIS (METHODOLOGY OF DESIGN) SECTION 1 - BUILDING DESCRIPTION SECTION 2 - APPLICABLE LAWS REGULATIONS AND STANDARDS SECTION 3 - DESIGN RESPONSIBILITY FOR FIRE ALARM SYSTEM SECTION 4 - FIRE ALARM SYSTEM TO BE INSTALLED 1 B. SEQUENCE OF OPERATION SECTION 1 - SEQUENCE OF OPERATION A. FIRE ALARM SYSTEM 1C. TESTING CRITERIA SECTION 1 — TESTING CRITERIA A. FIRE ALARM SYSTEM SECTION 2 - EQUIPMENT AND TOOLS A. FIRE ALARM SYSTEM SECTION 3 -APPROVAL REQUIREMENTS �> Riverbend Crossing, North Andover, Massachusetts Narrative Report for the Fire Alarm System March 14, 2003 Page 3 1A. BASIS (METHODOLOGY OF DESIGN) SECTION 1 — BUILDING DESCRIPTION A) Building "Use" Group — R1 B) Total square footage of building — 87,000 square -feet C) Number of floors above grade — Five (5) D) Number of floors below grade N/A E) Type(s) of occupancies (hazards) within the building - N/A F) Type(s) of construction - N/A SECTION 2 —APPLICABLE LAWS REGULATIONS AND STANDARDS A) Massachusetts Electrical Code B) Massachusetts Building Code for Fire Alarm Systems C) Applicability of "approved" local by-laws, or ordinances D) Applicability of Federal Laws (OSHA, ADA, etc.) E) Fire Alarm to NFPA #72 SECTION 3 — DESIGN RESPONSIBILITY FOR FIRE PROTECTION SYSTEMS Mr. Steven Stafford, PE, Registered Professional Engineer in the State of Massachusetts and Principal of S. R. Stafford Engineering, Inc., shall prepare design and specify the design criteria of the electrical and fire alarm system to be used by the installing Contractor who shall submit the system of choice to Authorities having jurisdiction for approval. Mr. Stafford shall be considered the engineer of record and will certify the electrical and fire alarm system installations for code compliance at completion. Riverbend Crossing, North Andover, Massachusetts Narrative Report for the Fire Alarm System March 14, 2003 Page 4 SECTION 4 — FIRE ALARM SYSTEM TO BE INSTALLED The Building fire alarm system to be installed is an addressable type system. The building fire alarm system will have emergency battery backup. The battery will be sized according to the requirements of NFPA 72. The fire alarm system to have the following initiation devices: 1. Manual pull stations located at the exterior doors and at the exit on each floor 2. Sprinkler System Flow Switches 3. Duct Smoke detectors 4. Area Smoke Detectors The fire alarm system to have the following notification devices: 1. Combination Horn/Strobe devices 2. Strobe Only devices 3. Mini -horn devices The fire alarm system to control the following equipment: 1. Elevator recall system 2. Automatic door hold -opens 3. The electrically operated makeup air damper 4. Smoke Exhaust Fan with generator backup 1.13 SEQUENCE OF OPERATION 'SECTION 1 — SEQUENCE OF OPERATION A) BUILDING FIRE ALARM SYSTEM Upon initiation of the fire alarm system will go into general alarm. Once in general alarm the fire department will be notified via the municipal master box. Riverbend Crossing, North Andover, Massachusetts Narrative Report for the Fire Alarm System March 14, 2003 Page 5 A) BUILDING FIRE ALARM SYSTEM (Continued) When the fire alarm system is in a general alarm condition, it will complete the following actions: 1. Sound all of the notification devices within the building 2. Recall the elevator to either the primary recall position or the secondary recall position, depending on whether or not the elevator lobby smoke detector activated the fire alarm. 3. Open the makeup air damper 4. Activate the Smoke Exhaust Fan 5. Release the electrically held door holders 6. Call the fire department via a separate dialer and UL listed monitoring company. The following initiation devices will cause the fire alarm system to perform the following: 1) Any manual pull station will activate the fire alarm system. The alarm will be indicated as a separate addressable device and cause the fire alarm system to go into general alarm. 2) Plenum smoke, as sensed by the addressable type ductwork smoke detectors associated with the Air Handling Units, shall activate the smoke detector and will shut down respective air handler and activate the fire alarm system. The alarm will be indicated as a separate addressable device and cause the fire alarm system to go into general alarm. 3) Building smoke, as sensed by the addressable area smoke detectors located at the elevator lobbies, shall activate the smoke detector and activate the fire alarm system. The alarm will be indicated as a separate addressable device and cause the fire alarm system to go into general alarm. 4) Flow of water in the sprinkler system will activate the fire alarm system. The alarm will be indicated as a separate addressable device and cause the fire alarm system to go into general alarm. Riverbend Crossing, North Andover, Massachusetts Narrative Report for the Fire Alarm System March 14, 2003 Page 6 B) RESETTING BUILDING FIRE ALARM SYSTEM 1) To reset the building fire alarm system when a manual pull station causes the system activation, the pull station must be reset. 2) To reset the building fire alarm system when a sprinkler system water flow causes the system activation, stop the water flowing in the sprinkler pipe that activated the water flow switch that caused the alarm and reset the water flow switch. 3) To reset the building fire alarm system.when a duct smoke detector causes the system activation, the smoke detector that caused the alarm must be reset in order to reset the system. 4) Once the initiating device that caused the fire alarm system activation is reset building fire alarm system maybe reset. 1.0 TESTING SECTION 1 —TESTING CRITERIA A) FIRE ALARM SYSTEM 1) Test shall be conducted of all devices in accordance with requirements of NFPA #72 table 7.2.2 in the presence of Authorities having Jurisdiction or a representative from the office of S. R. Stafford Engineering, Inc. SECTION 2 — EQUIPMENT AND TOOLS A) FIRE ALARM SYSTEM 1) Licensed Electrical Contractor shall provide all essential testing equipment to test alarm systems. SECTION 3 —APPROVAL REQUIREMENTS A) Contractors shall obtain all required permits from Authorities having jurisdiction. B) Owner to submit, to Authorities having jurisdiction, names, addresses and telephone number of personnel for emergency notification. END OF NARRATIVE REPORT ROSEWOOD CONSTRUCTION CORPORATION 259 Turnpike Road Suite 100 Southborough, MA 01772 Phone: (508) 485-5333 Fax: (508) 485-9299 • - DATE NO. I i2v '�_fffl N�_ DESCRIPTION a 1 WE ARE SENDING YOU (Attached ❑ Under separate cover via [LIEVVIEn @T V UHMUVU d the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ _ Specifications ❑ Copy of letter ❑ Change order az , W. COPIES DATE NO. DESCRIPTION 1 ' THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use [XAs requested ❑ For review and comment ❑ FORBIDS DUE REMARKS ❑ ❑ ❑ ❑ Approved as submitted Approved as noted Returned for corrections ❑ ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints PRINTS RETURNED AFTER LOAN TO US COPY TO SIGNED: If enclosures are not as noted, kindly notify us at once. GS -- The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02419 Workers' Compensation Insurance Affidavit Name Please Print Name: Location: city Phone # I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees workingonthis job. r`mmnanv name Address City FJ '. r� 1f�; ( X i: -t Phone .-- Insurance CoASSw���•= s _ ► .�c4.4_`� i� 3 t= J civ, Policv # -Z-Z Company name: - Address cay: Phone #: Insurance Co Policv # Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of,a fine up to $1,500.00 and/or one years' imprisonment•as-well_as_civil penaltiesin.ihelnmda STOP WORK ORDERmd_afineaf..($1D0M)-clay-against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. or Print name P_hone.# Official use only do not write in this area to be completed by city or town official' City or Town Permitil-icensina Building Dept []Check X immediate response is required 0 Licensing Board p Selectman's Office Contact person: phone #: 0 Health Department 0 Other NOTICE TO EMPLOYEES +:iJp, NOTICE TO EMPLOYEES The Commonwealth of Massachusetts DEPARTMENT OF INDUSTRIAL ACCIDENTS 600 Washington Street, Boston, Massachusetts 02111 617-727-4900 As required by Massachusetts General Law, Chapter 152, Sections 21, 22 & 30, this will give you notice that I(we) have provided for payment to our injured employees under the above mentioned chapter by insuring with: ASSOCIATED INDUSTRIES OF MASSACHUSETTS MUTUAL INSURANCE COMPANY NAME OF INSURANCE COMPANY 11 NORTH AVENUE, P.O. BOX 4070, BURLINGTON, MA 01803-0970 ADDRESS OF INSURANCE COMPANY WMZ 8002111012002 001 04/05/2002 - 04/05/2003 POLICY NUMBER EFFECTIVE DATES Northstar Insurance Services 65 Walnut St., Suite 380 Inc Wellesley, MA 02181 (781) 431-2500 NAME OF INSURANCE AGENT ADDRESS PHONE Rosewood Construction Corp. 259 Turnpike Road Southboro MA 01772 EMPLOYER ADDRESS ` 02/09/2002 EMPLOYER'S WORKERS COMPENSATION OFFICER (IF ANY) DATE MEDICAL TREATMENT The above named insurer is required in cases of personal injuries arising out of and in the course of employment to furnish adequate and reasonable hospital and medical services in accordance with the provisions of the Workers Compensation Act. A copy of the First Report of Injury must be given to the injured employee. The employee may select his or her own physician. The reasonable cost of the services provided by the treating physician will be paid by the insurer, if the treatment is necessary and reasonably connected to the work related injury. In cases requiring hospital attention, employees are hereby notified that the insurer has arranged for such attention at the NEAREST AND BEST MEDICAL FACILITY NAME OF HOSPITAL ADDRESS TO BE POSTED BY EMPLOYER 03:13/02 16:59 FAX 6178803156 RIEMER & BRAUNSTEIN LLP 10035/036 --------- Law Offices 9787942088 P.35 Feb 12 02 04:31F Division of Public Works Phone 978-685-0950 Fax 978-688.95384 Osgood Street 7 North Andover, MA 01845 �yr `, .' •1` 4:`` 196;i' ��'"� 7. ��1.-' �t?.�.,�n •,l'Y�'z��., xS�+w' �in9•r,-r,�,t •_,r, •' •l:<'i�'?,';;. .. RECEIVED Mek o MAY ? 5 2001 NORTH AVQOVER PLANNIN EP RTMENT TO: Heidi Griffin, Town Planner F7vm: James Rand, Jr., Director Of Engineeri CC. J. William Hmurciak, PE, Director Joseph D. LaGrasse, Architect Dates May 24, 2001' Roe Riverfiend Crossing — Site Plan Revisions Tim Willett Staff Engineer, Reference Plan: Site Plan for ''Riverbend Crossing" an independent elderly housing community on Green Street In North Andover, Mass. Prepared for .Richmond Realty Trust, scale: 1'=29, Date: November 10,2000, rev.: 12115/00: Christiansen & Sergi, Professional Engineers & Land Surveyors. Revised May 14, 2001 This Department has reviewed this revised plan and find all changes satisfactory. Just a reminder that item 3 of our Memo dated January 23, 2001 still applies. "As required, by the Town the applicant is required to pay sewer mitigation fees. These fees are based on the number'of bedrooms. Please add this note to your approval to alert all future parties." CaRiverbend/ Memo 02 A Page 1 0 02/12/02 TUE 16:07 [TX/RX NO 55561 ROSEWOOD ids CONSTRUCTION CORPORATION �� 259 Turnpike Road Suite 100 Southborough, MA 01772 Phone: (508) 485-5333 Fax: (508) 485-9299 LLIEUVIEn LJ V o e MMUITTM WE ARE SENDING YOU Attached ❑ Under separate cover via _ ❑ Shop drawings ❑ Prints ❑ Plans ❑ Copy of letter ❑ Change order ❑ ❑ Samples COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use /[ As requested ❑, For review and comment ❑ FORBIDS DUE REMARKS COPY TO ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections the following items: ❑ Specifications ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US SIGNED: /f enclosures are not as noted, kindly notify us at once. '00000" 1 North Andover Building Department Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c 11, S.1 50 A.. The debris will be disposed of in: �L t S . ZdweCc SA of Facility) Cq1 ni,vis W4-rra;- of Pelt Applicant -,7 / /o .3 Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through. the Office of the Building Inspector Nov Usk 01 00151p (978) 470-3E70 p44 FORM U.- LOT RELEASE FORM Roo �ehta. PN �-y INSTRUCTIONS: This form is used to verify that all necessary approvals/pernri is from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from Compliance with any applicable or requirernents. �`•**'+'"`**'""•""'*"**T***"'*APPLICANT FILLS OUT THIS APPLICANT�GC �- PHONE�J LOCATION: Assessors Assessor's Map Nurnber-4&72_. PARCEL SUBDIVISION_ LOT (S) STREET�U�e� 2 �l !'P�� _ ST. NUMSEA �J U ._ ►+**. +,� �x,r.**,...*;.*. **R «►.OFFICIAL USE I MENDATIONS O,r TOWN AGENTS: CONSERVAT16N AbMIN RAT'OR. DATE APPROVED I -LS',aZ DC-MOOP uozE -Olt-6n DATE REJECTED_.. only. NLor Y- ►s eeeHed undar+405 FoiZm u. ALL XcWttj ,J Pre.-C.ortS+fV1 ." COMMENTS C a V4&% % _tou.��'�. �, �.. .2 d a —01-3- of A 62,soo Mvs+ tss. Sv6—,V6A {a fri or to qn7 eonstwc�,u% ikc v,. {yeT Q �t�-Cu�shrvc�ltiu. t�►Spee�,tr. t5 also !re�C.vtred prr� Ot'de�oF eortd.�on3 2y 2.—IOZ.S DATE APPROVED DATE REJECTED . FOOD INSPECTOR -HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR -HEALTH DATE APPROVED DATE REJECTED _ COMMENTS ZPUSUC WORKS -SEWER/WATER CONNECTIONS_ ".. —/ 4— DRIVEWAY PERMIT. FIRE DEPARTMENT_._ RECEIVED BY BUILDING INSPECTOR.. Ravised 9197 Im /-2- e--> 2 I, Joseph D. LaGrasse & Associates, Inc. One Elm Square, Andover, MA 0 18 10 tel. 978.470.3675 fax: 978.470.3670 January 14, 2002 North Andover Conservation Commission Attn: Rick Paquette 27 Charles Street North Andover, MA 01845 Re: Riverbend Crossing DEP File No. 242-1025 Dear Rick, www.lagrassearchitetts.com jdlai@aol.com VZ 7CEIVEL 7 2002 �JNSE�'�'unu 4�i�t! CQMMESSIQ?. The owner/developer Richmond Realty Trust is planning to begin construction on the residential building in March of this year. The contract for construction also included demolition of the existing building.. Because of the situation with the hazard of fire, the owner isolated a demolition contractor to raze the building as soon as possible. As I understand the schedule, on January 14, 2002, the attorney Domenic Scalise recorded the Order of Conditions and is sending a cash bond of $62,500 to your office. I assume this will clear the approval process in order to raze the building. The exceptions may be the uncompleted items on the Order of Conditions. Please review the item numbers below and status of each. If you feel any item cannot be addressed at a later date prior to construction and needs to be addressed prior to the razing of the building, please contact me. I have notified the owner that some items not addressed at this time may need to be addressed prior to demolition. Status item. 37 recording of Order of Conditions done item 38 sign in place item 39 changes N/A at this time item 40 copy to all parties done item 41 sequence of construction open see Note 1 item 42 flags visible done item 43 hay bales and silt fence done item 44 50 hay bales on site unknown see Note 2 item 45 Bond ($62,500 for each phase) done item 46 flood storage N/A at this time item 47 Environmental Monitor (Leah Basbanes) done item 48 sign markers open see Note 3 item 49 foundation stakes N/A at this time item 50 affidavits N/A at this time item 51 snow storage plan open see Note 4 item 52 enhanced planting plan open see Note 5 item - . 53 'replication plan open see Note 6 item 54 construction schedule open see Note 7 item 55 dewatering measures (G.C.). in place item 56 field stone wall open see Note 8 item 57 conference open see Note 9 Principals Joseph; D. LaGrasse AIA • Philippe R. Thibault AIA Member of the American Institute of Architects &. Boston Society of Architects I`. RECEIVED JAN 1 7 2002 BUILDING DEPT. Note 1. The sequence of construction is in process and will be finalized between the owner and general contractor within the next 2 weeks. Once the construction schedule is formalized, the engineer or the environmental consultant will coordinate the requirement of this item. Note 2. Hay bales are. on site. If more are required, the owner will add to the quantity on site. Note 3. Sign markers "Protected Wetland Resource Area" are in process and will be in place prior to the start of construction. As we discussed the signs can be purchased from the NACC. Note 4. Snow storage planning for cul-de-sac is in process. A written plan along with authorization from DPW will be submitted to the conservation agent prior to the start of construction. Note 5 & 6. The enhanced planting plan and revised wetland replication/restoration planting list is in process and will be completed by the environmental consultant and submitted to the Conservation Commission prior to the start of construction. Note 7. As noted in Note 1 the construction sequences are in process and will be coordinated between the owner and general contractor with the assistance of the environmental consultant. I am told that it will take approximately 2 more weeks to formalize this item. Both Note 1 and 7 will be completed prior to the start of construction of the building. Note 8. The plan of the field stone wall and detailed locations are in process. This plan will be submitted for review of the Conservation Commission prior to the start of construction. Note 9. Once a general contractor is known and contracted with (within the next 2 weeks) and the above noted items are completed, a meeting will be formalized This meeting will,be in accordance to item 57 and is scheduled for 10:30 a.m. January 24, 2002. The developer/owner is not in a position to commence construction on the residential development at this time, however has made a commitment to raze the existing fire hazard Over the next 2 weeks, I have been told that the remaining issues (Note 1 thru 9) will be addressed. The issue in hand is the razing of an extreme fire hazard that is concerning all parties. The owner/developer feels that the vital issues that needed, to be in place for the razing of the existing building have been met. Sincerely, Joseph D. LaGrasse, AIA Architectural agent for the owner/developer JDUIb cc: Robert Nicetta Jim Sheridan Jim Grifoni Dom Scalise Leah Basbanes File:1727/correspondence/liN.AndoverConservationCom 1142002 :id3® ONlaime aooa 4 1 Nvr Joseph D. LaGrasse & Associates, Inc. One Elm Square, Andover, MA 01810 tel. 978.470.3675 fax: 978.470.3670 January 16, 2002 North Andover Conservation Commission Attn: Mr. Rick Paquette 27 Charles Street North Andover, MA 01845 Re: Riverbend Crossing. DEP File No. 242-1025 Dear Rick, www.lagrassearchitects.com As per your telephone call today, I have listed the corrective items that you require prior to allowing the demolition of the building to take place. 1. The existing stakes supporting the siltation fence is 10 ft. on cuter. The required detail on the plan is 5 ft. on center. I will instruct the installer to add stakes required to support the siltation fence at 5 ft. on center. 2. Several of the existing hay bales were incorrectly placed on the wrong side of the stake. The hay bales at the following locations need to be relocated the width of the hay bale. a. Flag I-6 b. Flag 1-16 c. between flag F3 and F4 d. Flag D-1 3. Hay bales were not completed on the northern side of the replication/restoration area adjacent to Jetwood Avenue additional hay bales are required. 4. Refresh flag designation. I have copied the owner, installer and engineer of record of your requirements. If anyone has a question, I will instruct them to call you at (978)-688-9530. Sincerely, e Jos AIA Joseph , jdl/11 cc: Jim Sheridan Jim Crrifoni Robert Nicetta i Phil Christensen e f file: 1727cc11602 Principals Joseph D. LaGrasse AIA • Philippe R. Thibault AIA Member of the American Institute of Architects & Boston Society of Architects idlai@aol.com ;j � RECEIlfED JA 2002 BUILDING DEPT. 11 f rj 0 N, ` ry 6 6"4 OL9E-OLS (9LB) efrs -90 20 trQ UVIT Jan 04 02 09:52a (979) 470-3670 p.2 20608'4 ...} or- p Y � � tib °p � • Sr V~1Q � �� �i 'i'.• m a,•�. t i i Bean S J _ _ �}, . ,,. ;� /• LQ �-- nrM�1-11-1 L!f REGISfh'AHOW OFF/CC JA,Y ;F/, l �d7 Sra.p ofthisp4n.90 fed to an inch W.7 Faircbvgh• Enp wr & 6.d ci v 12LUIUVE,"}'), FOR REGIS"' itOTION ; 4010.:......m' ��...m F, IN f2cCa151RAI ION B00ICr2'if ACiErk �-- nrM�1-11-1 L!f REGISfh'AHOW OFF/CC JA,Y ;F/, l �d7 Sra.p ofthisp4n.90 fed to an inch W.7 Faircbvgh• Enp wr & 6.d Jan 04 02 M 53a [978) 470--3670 P.6 K MASSACHUSETTS QUITCLAIM DFITT) 62:59 PG 124 JaIlles Mistretta of Ba,y.6de, New York and Lin&i Halt of North Andover, a Massachusetts �+ liar cntnsidenation paid and In fall con5ideratir�n �i.. Signed as a sealed instrument this 4— clay of August, tau 1, s Mistretta n`l) MARK 8. JQHhdSON Attorney at Law E' 1Drs f1e iuhpn Slat. fnCawM1llnary.NoLLQ-i: SSrrIUC Anucvsr, ",A 01 �� 0 i.itt:� � lralt grants to River�bend Crossing Deveto� meat„ LLC, a Ylassao.huseuti limited MP' liability company of 4_'51 Andover Street, North Anrle:,ver, MassacliuseLLS V) 'It with QUITCL,ADA CoVENA,NTS ' A ccTtain tract of land, situated in North Andover, County of Essex., Cc,!i Monwealth oaf 'Massachusetts, being lot numbered oune lluridred eighty two 082) as shown on a plan enttt?ed "Waverly Wiest bark" recorded with Orth Essex Registry- ni'Deeds, 'Plan l o. 463, bounded and deUcribed as follows: AUG 7'OI Fr+12:3n -r o Northerly: one hundred (100) tdet by lot numbered one hondired eighty du= (183) on said plan,X fift Westerly:, y (�0} feel icy lit aiunibcred orae hUn' Bred scvLnty-nir3.e � x (1.79) on said plan, e9 southerly: one hundred (100) fleet by lot.nunib`wd one hundred 991 ,91 eighty-one on said plim; and. Easterly: fifty (50) feel by Kenwood Street. � f3cireg the sante premises conveyed to us by deed of A!t►r,rt A. Mistretta 4b dated May 26, 1993 and recorded at Book 37405 Page 319, Signed as a sealed instrument this 4— clay of August, tau 1, s Mistretta n`l) MARK 8. JQHhdSON Attorney at Law E' 1Drs f1e iuhpn Slat. fnCawM1llnary.NoLLQ-i: SSrrIUC Anucvsr, ",A 01 �� 0 i.itt:� � lralt a Jan 04 02 09:53a a2 (978) 470-3670 p.5 -Q111TCLAIM D i ED l� j -296 P6 1 i5 FRANCES V. FYCRFRA, a widow, of S'.) Jetwood Road, North Andover, MassachuSettS 01845 for consideration of grants to R.iVF;1iBEND CROSSING l)EVF-f.,OP1gENT, 1.LU, a Massachusetts Limited Liability Company, of 451 Andover Street, North Ancluver, MA 01845 Will? quateldim Covenants A certain tract of land, situated in North Andover, Cntrnty of'Essex Massachusetts, tieing Lot # 180 and 181 on plan number- 463, of "Waverly West Park", North Andover, made by Horace Halt;Smith, dated June 1906, and filed with the Registry of Meds, North District of Essex County, Being two of thr lots conveyers to Salvtore R, Fichera and Frances V, Fichera by deed of C:arinclo Contanno dated January 5, 1966 and recorded in the North Essex Registry of Deeds at Book 105', Page 144, The said Salvatore R. Fichera died on Ju1y 9, 1988 in Lawrence, Massachusetts. txecutcd as a sealcoi instrument this 3rd day of Aul;u6t, 2001 Frariee.s V. Fichera alll Ilk' AUG 6'01 11: 14 4:;i COMMONWEALTH OF MASSACHUSETTS Essex, sa. August 3 2001 ,X �, Then persollally appeared the above narned Frances V. Fichera. and acknowledged O� nrATM:c_J, ri.AwE 1114t She executed the tbregoing instrurnent as her frt:e act. and deed, before are.. $. ATT�irvty ar,.4W nV MAIN-SYNCWT f.OWTn MI�OHGf.M• r7 01619 MARK B. JOHNSON 017M) caa a,» Attorney at Law 01$1y Public - manic J. Scalise - 12 Chestnut St. My commission expires: 2/18!05 Andover. t•.1A 01810 • ,],;n 04 02 09:53a (978) 470-3G70 p.7 COMMONWEALTH OF MASSAC141JSETTS 6299 FG 125 FSS(, -x, SS August 4 2001 Thoi, i personally appearcd before me the abovo-narned Linda Holt ac W110 knowged led[�,e foregoingi 1!� nstrument to he her frec act and deed, "notary Public My ("ornmission Expires: 60IJ16� STATE OF NEW YORK _. P5 "__Rlz.c. County, SS August 2001 -Men personally appeared before me the above-named Janies Mistretta who acknowledged the foregoing insftunient to be, his free ao.f and deed, (— elk NCCUSD Notary Public / My Commission Expires: KEVIN FW Nowy puNir., stato d N" York No. olBAEN0371349 oulklifiod In Owens COUM C,owftubn EVk" F0hUwY 2A 2M Jan 04 02 M 52a .Jars. d '2002" 12:50M (Quitchim. Aderb [878] 470-3670 P.3 N0.7583 P. 1/2 1, James V. Lacolla, Trustee of the $60 Greer) Street Tiast under declaration of trust dated November 24, 1994, and filed and registered with the North Essex County Registry of Deeds as Docurnont No. 58511, of 497 f'ostor Street, North Andover, Essax County, Massachusetts 01M, in consideration of giant to Riverbend Crossing Development I -W, a Massachusetts Limited Liabitity Company with offices at 451 Andover Street, North Andover, Essex'County, Massachusetts 01845, with guMaitti enbclr dr i that certain parcel of land situate in North Andover In the County of Essex end said Commonwealth, bounded and descriibed as follows; Northerly and northeasterly by the southerly and southwesterly lines of Green Street about three hundred seventy and 98/1100 (370.99) feet, Southeasterly and easterly by the northwesterly and westerly lines of a way twenty 1,20) feet wide as shown on the plan hereinafter mentloned tour hundred seventy eight and 95/100 (478.95) feet; Southwesterly by land now or formerly of Ivar L. Sjostrom, Jr_, about two hundred seventy six and 16(100 (276.18) feet; Westerly and northwesterly' by the easterly and southeasterly bank of Shawsheen River as shown on said plan; Northerly by a kV In said Shawshcen Rver, and Westerly by the easterly bank of said Shawsh9on River All of Bald boundariest,exCcpt the water lines, are deterrnii-sed by the Court to ba located as shown on Plan No. 20608A, drawn by Ralph D. Brasseur, C. E., dated April 194%, as modified and approved by the Court, filed in the Land Registra#on 01ke, a copy of 2 portion of which Is filed with Certificate of Title No. 3362, Book 23, Page 49, The above desoribed`'and is subject to the flow of a natural watercourse running through the same and shown on said plan as Shawshcen River. There is appurtenant to the abovo described land the right to use said way twenty (24) feat wide as shown on said plan in common with others lawfully entitled thereto. For title, sce certificate of Title No. 11889 1 eon jan 04 02 09<53a . Jan. 1, r[i01 Mbbpm (975) 470-3670 N' •.IE 3 P. 41/2 N 31n OitnPeg 'll 1brrrmd,.the said ,lames V. Lacolla, Trustee of the 350 Grew Styes; Trust, has caused these presents to ba executed this 1" day of August, 2001. jrttes V. Luella" �Cbr �mce`aCtf� ai �aggsc�u�tttg 1=88ex, ss, August 1, 2001 Then, personally appeared the above-named Jaines V. Lacolla, Trustec, and acknowledged the foregoing instrument to their free act and deed, a rustee as afar a Before me, Marys t Innis, Notary Public My of mi sion expires:12MW003 Ln r 0 ,jr p,4 12 ..j-1 04 02 09:55a (978) 470-3670 r. it P, nr MOutchUSetts Department of Enkronmental Protection Bureau of,Waste Prevention -Air. Quality •BWP: AQ.06 Pr No IM da fi on lo Construction or Demolition Protection notification requiremerts of 310 CMR 7.09 2, Submit Origirul Form To: COMMONWWth of Asbastes progrum F.C.B. 120087 Boston, IIIA 02112- 0087 4 General Project Description tions 310 CMR 7.09. Notification Demolitiolt.oporatlo'hs Is required ton .(10) days prior to any Work tx following Information Is required . . .. . . . ........... ... . ................................._.»......... . r:+----- LIA see 1000 L/ S7LM FO .......... . ..... NMOWN toyt 0 1W ..................»»_..»........»..»» Current or prior use of facility: c6JJ .......... . . ......... .. . ............ . ... ................................................. Is the Facility a residential facility? 0 Yes 94 No If yes, how many units? C'L ec)401 3. General Contractor �J-14 .......................... . .... . .. . ............ I ».».»......... Hems .................. ............»»»»..................... Ag= ........... ! ........................... . . .................................................................................. C4011TO" TWO= . .. . ................................................................................................................... . . . ........... or 310 CMR 7.09 (2) performed. The dant to 310 CMR 7.0 Applicability. 4construktion or-Domolftlo6 operation.of an Industrial, 1, All sections of this cornmercial,. or Institutional building, or residential form be muse building with 20 or more units is regulated by the completed in order to Department of Environmental Protection (DEP), Bureau of conviy wb the Waste Prevention — Air Quality Division, under Regula - Department of Environmentil Protection notification requiremerts of 310 CMR 7.09 2, Submit Origirul Form To: COMMONWWth of Asbastes progrum F.C.B. 120087 Boston, IIIA 02112- 0087 4 General Project Description tions 310 CMR 7.09. Notification Demolitiolt.oporatlo'hs Is required ton .(10) days prior to any Work tx following Information Is required . . .. . . . ........... ... . ................................._.»......... . r:+----- LIA see 1000 L/ S7LM FO .......... . ..... NMOWN toyt 0 1W ..................»»_..»........»..»» Current or prior use of facility: c6JJ .......... . . ......... .. . ............ . ... ................................................. Is the Facility a residential facility? 0 Yes 94 No If yes, how many units? C'L ec)401 3. General Contractor �J-14 .......................... . .... . .. . ............ I ».».»......... Hems .................. ............»»»»..................... Ag= ........... ! ........................... . . .................................................................................. C4011TO" TWO= . .. . ................................................................................................................... . . . ........... or 310 CMR 7.09 (2) performed. The dant to 310 CMR 7.0 CCmmon WQ"-1 t Of MassaChu;seft Asbestos NotXcadon Fob ANF -001 ru».m �escr�rrl 1. Peaa� In�tlat ursmue'narrs hats }iouae • Alt sochuathician� irtldrcea 35DGrann Str6et �r Incedar North Andover 845 °N*r 803 3B21g2y aro D1O°rulterior an Pwfactcn oedl atlDn ffi e Nodrane m9uhmAMof310CMR BtW.e7npnorma, f. wlnp, ocrrocrn 7.15 (ten vraft tlan W-tk 2 In metadA(y �upred9 QYea �:�No reguhd a ANY abatement wa &M . Dewmrtent or Labw 3. A6bvat* Conhaotar: wrd imustrim ra obIAR s. o2 ol EC + P.W wdicoon to 71i rasa Rrxl� 1Q$ mqu)rod v(AMY acatanw4 KlnnSion, Nti P4ea Dfder than tnrw �,r — . �- 1 03848 80S E542-9 Onew or 64YNB e 2 �bTb final Formu AC ODI)s:d07 Written To otaerr� can-rvaorvakb of 4. On-Sffe iPraW suparvia-Mvemart �aaolseene 7a eo =DtTlflon 0-1. MA AS 30452 oma 021U-Wp S. Prgeglhonhor A Ink form may be used for noetM Inv u,e. AM 32aac Emhc merM Praoxhw W rtmce ku BabcgrRepimIor 6. Aeb"tDsAn*tC&lLab: eabgtm deDltlitiev/ enm"fi°n oDarativrs PRO SCI ENCS WitS to m M),gpq 0{e en o AFAR715e CPR tlttivert M). DlT 7. PmJeetBtvtdap . 111gg/p� end date 120101 s what e �-- aPecKIC WOrte hofa3(tihat-Frt� Tam•7i96 (tiet.SunL �.` bP P�iect is tnts7 (dmJe olgfY piy atiim renovAticn Cj otnpryn} ;. 8, Des:rtefethe, �+�erY Preaedwae to b,eyppp (Creta) Qbwebq «rd fulrooabfnnkot eeor,,y o' �caPGrrrptlOD dlepfto only cels {wcP61nI i6. le are jCb being catductetl wnore eonwanenv ®Indoors �RJ' oumopra 7 �'`— '�` Taal emorr4 ofeertt hYr ut 950 oc COnteiair� IN to lets (At`!rq ba hanal.d on gDee er dvcta it nwr t). aurlawt tWawe IL be0q',breechkt d R^aatlsa�ere fpa . p oR 1mM surke conrzp5.. uardaldl �rlayarad paperpgre imubtlal.., thBrlRK adipcam p{pe kleuletim.,,,.,_ BDf�`oh•llrsproo6rW............ :.._.... tn3tdetlna Cevnerrt .............................. obtM,woveeFabrca •...... .! �n�e11al7ngBreoebnpa.. 7 . mer (da®aCwerlAe)...._. ..ti�ME119 bQPM wait boaro... �ersid 750 VAT 12 I?esaibe thtr dewntAtdnatlon bystem(e) to be na4d; three chamber r ate dean i5. oeaulbrll0 cantalnertsayatla�Poaet n+OMrod: ID C°ROY arlih 310 C'dR T.11S � 453 CNU2 t5. to (2) (g}: 0oub�a 6 mfl nnb, PrxeM lehe):d and db ori 0f th an — lant9itl iii. For EngWncYAabeab6Abatement era5orrt, v DEP and DW 01f mis yynp evah torted the CmeTmty r a*" of DEP 0 fww rrtlo DetB of WeNor�— . NaneplOLlOfticist --- Yltb Date orAtriharlrafivn RQv. L%sWeiverM 15. Do pr—llhg weye rates qty as W MAL a 148.26.21, or 27A 'F tc thip ptpjgct? Dyes xCiNc a i. Gym or pnor usr: of fact f, vacant Warehouse 2- IR Me faUfbr mvnar 010d-Idsnfal Mlh 4 un lb at ieso7 0 Ttit No 3. rn*:Ity Owns Jim Grifoni 240 Candlestick Road Name �S6 North Andover MA 01845 87&682-0435 City/rwm Zp w s -' siephona d. Plamtrrs Ownara OnSrle Manager Nemo Keith Ho 247 Main) 5t lalsiow NH 08865 ck�lrarr P 803-1422 Telsphwre L canard cmftcior• Kidder Buff cii & Wre m Name •�� 247 Main: St Quin PW*tow, NH • 863 -M 602-382-1422 eP ono AmericariAsaurenea 14276:7 Certaegr� Workers Carp Insur4r '� at� X2002 a What Fs the s®ot the Eot➢Ry7 14,400 psv ffi 2 ,� (#of 11opr0) Asbestos %aRsportation and 'Dispasa/ t. Transporter d acbgfftn ap bkinina waztt lrk&eal trim ails m mrn p0iaa erorga � (N nOwawrY) to ftlal disposal dile: Nam° i�oproas ItY/iOwn 2;,p owe e orro 2. Tranapotlof of esb=W&.cmalnln9 Was18 netorial ften rOtnovr:ilft=Mry Storage she to raid! chpMaj alta: Sery �e Tranalperi pup N _ P.O, 80x 2132 ' Addresl BHSbI,PA Nate: Trwdw C 18007 877-894.9559 stations must 'dip code TeiePnOtle SPA' With the 3. Refusetrsnsiar.tation and owner (otaPFtGab�: -3ad `Napa DbAsior regula. tions 310 CMR Name i B.00 t+r?dream Ciq'Rp�Wcr �'- �r G� WsphOne 4. Final Dispoast al, GmentldAsReCSaMation IAWtIOnNBnto R.D.A1 Box ?-to Laricia Road Adtlreny , SCOL Me, PA CitarRown 1550" Code TRIa'php-9460 YPA a G14r'h'tica8on The Orldnnrlgned harpgy BJ3le3, under the penalties of psdUr". that ha/she has road the CanmOnweet fiotala00 for the d Inft Cmnbinm ist u EncapsutaUar ;gAsbestos, a58 CUR 0.00 end 810 OUR 7. , antl Ctst the Mrforrnatlon Coraabed In thlA notxoanorr is true s oosetQ 0 best of h sJher keer lades. and belief. __`�, Nora: Cattra=r w.q Au klnsture -•�+ 11/?J200i form f� Min 1:1` Pro Administrator POaiton/rjye EC'S1 ° rK,"Cabon Repreyp'ryng `9200 Purposes 171 Route 126 Tebpha,e Aadrrese Kir►gStOn NH 05848 PK mmmpt (Clry,Town, � r own. —^—�_ dsr4CtmuntcipelhaueingAUt)Q ftV.QWW-0",p resckrtialoFSouhunlfrof )IPCols 8er#(1Rmfrumofform)_ 5520$3 0yes E:1 No O Y � �„r, � `'Lek J� %f' C 1R ,�,1 r{t f T 1 A }�•. ��,,. ,� .t �..,;4�/ u" `�S/1 fii'a ��! �:.. �..�i - a•`..i R.c 1�u' NOTItICATION' OT DEMOLITION AND'. REN1aOVATION syn.- OPERATOR; PROJECT 1 COST p1trf } t t 4:j J dt�:i,rt 1�+. L.I �i D,:""i� tt0.•%i ICTI ON .� 5. 4.•. - �S) I'k , 4 rr,Y ... . fL i3 �Kp,}' R 1 J ��it�1.^„�SA.��• �>,i-(`�'T jJyc��c','nt, ♦ _ �`I`: IN �JJ�V {i�R',,�fnM'J*.rt°tY1.fa'�1''i �;✓,,+.,.. 1 »: . ,' I .�' TYPE• OT N .,..Pr \, � tl:r(.\rb r ♦ ,, nr �Ju .r;�Ta .` r" - Ot'�'IT�C�.�+�� .��191H� �t'1,t�9.�>�.P,4�"CE• + ,� �1(PR�N �i i�3"F'„�� � :,Y . FJ►C1LiTY ,INTORHJIT�Q� sIOtHTItY 01tfRRi RLNO�AL':COf�TRJ�CQ *tJ1N j t}�o'p `��Qa,�j1+Yy^y'�ste 1+ SAD y4� 11 '•r^,ty'S•i4' -, r� Y' �tsl, "'�Y�ti"•1" i +.,.s ! r�� �...,� ' % OWNER MAHEt J J/ i� ,� r: f , I : •1 t�r'1 w i£''�4C � 5 y i 1��� t}e �, is + `•h f wi '• ADOAi a a 1 t �•CITTI � iCONTACTI t TEGr REMOVAL CONTRACTORi ADDRl.591 ' � '1'r y�ts }`t T+ i 1 v" d}y�N { � t ru >. Wag f 3ti Ei t'""*'^ •y,. ...CITY f I +?\ "^ J \ ° . t^ STATE 1 4.{ P 1�' �' CONIACTt �j SIL{ TEGIJ9Z�.G' tf ;OTHER OPE ,\ t 1 :. r/ l i t Vyts� T t%fv ryd'J n 9 ADURZS$t I. ` CITTI eTATZI 'r'r TEL. ? { t' III: I'YPE 0T:'OP.rAATI0 O/MA O�ORq/RIb O/MO R R-NOVATION I ENIR R>:HOVJ1Ti011 I l e ?IVY: IB ASBESTOS; PRESENT. t9 NO On y rfJ V: -?FACILITY DESCRIPTI N+�� 9 �. I�IC4UOE BU:ILDINO NAMLt HUHM<AIID rLOQR OR RQOM IIUNI1rR )� 7'k . f�BLW NAMES d ADDAitit. ' x STATE t ; ' s COUTITr) x * w 4 6Cy�.8IT1I LOCATION t i NUILDINC iI=tt NUM Or TLOORSI AOE IN r,EAASt., .,. �•,' r,.. PRIOR U311 VZ,. JPRO!CED" UR�YEJt'I( It,+CT,UDIryNG`FbTH1UYTICAL 0 1 j OT ABBTYAPROPRsU:��,t D ESTOS{'O ETECT TILE PRESi ICE t,J. fT ffl 1 ' 1 � t.,:\VTii irlf•�i T��J 3 { \ '*' s ey II APPROXIHATE AMOUNT O>* ASBESTOSt INCLUDINgi ��. r .. :I •1�� i \..,p. �.: „1 ,. �6�8`S rOV`�ll rte' ,H,it -� �� � -,: . I� RIQVLATZD ACN TO BE, RtHOVID*ATERIAL NOl:'" "INDICATI UNIT lI j.`'GTs00Rr•I'ACN 140T1REHOVEII, ;, RACN T0,lR•.,RLIpVED 11EASVRPKEHT BEL %( 1. CATt00Rii II ACM L NOT,RLMOVD ' TO BE . RI:HQVLD GTI ' , .. tLlt! , b.> (� ` y, uH j T Sr15� +,h1�k+Y�,wfA""�r.•MxtlP �%j >t F r6 _ 1 1 Y..+J fn .'? AMA 4 xit1F1LfctiY mr p s V� 4-f1`.o-..i Sys r VOL,RACH Orr rACILI?Y:COMPOHCNT .�t�x <i; r yFCIF Sq`Ini �„ 1 i r f VIIZ...SCMEDULEO DATES A$�ESTO3 REMOVAL`SCuttl i IIu�IJPo/tttj srAn�l "qf a CIZ7r iir IX. SCHEDULED' DATES` DE 0 v K /RENOVJ1TIONG 1►w/oD/Yrl 4 sT1►RTi `� Fn` Continued cn e e t` p 9 ` • • r f 'No!irICATION of ormotIT10N AND IILNOVATION Ito�tl�+�d1 5: n l P !.D" 'O1 PLAN" p OL 01.1 T I ON 011 NOVAT ION WO s AlrU KL 1 I10U 14 1 ! �� � • ' Opp SC'I►TIO" Or WOO. ►MCTICtS AND CNOIN"CCRINO CONTROLS TO It VSC.V iV ,;II1ONI or ASICIT01 ATT'•T/AL D 14LITIVN Nip MNOVATION IITEl 4ASTC TMNSP011TCA WASTE T MNI►OATtA li 111 "If 16 v 1 7.v1Nr 4 176 111•►� :' r'tn s c?llp Irl••"11 � � Q� • � _. 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N \'ILL It ?4+SITt 0�'A T l....�';. 1. •� I.A , a, ,�! ��•E% ''�►l►r;N;.NJIS ItL11 A rl C11HE ^L"OL,TIQ�I 01 e♦C,,� .�,.,.• �.: ,. 1 1►t•„fib ;JA;1+� NOly M .L IMHEs1tf10Vtis'siA�gvlTld 1 Y1.11 Iltlr -rc- 1llgnitur/ of ovnlr/oplrltorl Ill. 1 cLATlr1 7, m,A- TH6 A.0�yjj rOru�AT10H Is C I'J1!11 0 F', EF' i' -- _ _ .4 c. i : _, r- _ , `."- OFFICES OF: APPEALS BUILDING C0iv5t;RVATt0N HEALTH PLANNING Town of 120 Main 'streAt NORTH ANDOVER Nonh Andover, Massachusetts o i sas 01VISION OF PLANNING & COMMUNITY DEVELOPMENT KAREN KP. NELSON. DIRF.CTOR - , a 'In accordance with the provisions of h[rJ;, c -►0, s Sy, a condition of Building Permit Nw„t,cc >.c " u that the debris resulting from this Work shall be disposed of in a property ;ic^ uod solid waste disposal f, tcflity as defincd by MGL c 111: S • 1SUA. 'Clic dcUris will to disposed of in: (L—.canon of Facility) z , t --T SIA i r I t Scgnattire, of Prrmrt Applicant Date NUM Demolition permit from the Town of ,forth Andover must be obtained for this project through the Office of the Building Inspector. BOARD OF BUILDING REGULATIONS "License: CONSTRUCTION SUPERVISOR Number 001908 Birth -1/11,937 Birthdate J-2/3 ROSCOE N 245 MAIN ST PLAISTOW, 6-7 DEPARTMENT OF HOISTING SAFETY License. 1,91STING ENGINEER LICENSE Number HE,, 050342 Tr, no: 9309 t h A, Commissioner ROSCOE N. KIDDER, PRESIDENT January 8, 2002 ICI®DER BUILDING & WRECKING, INC. Town of North Andover Attention: Bob Nicetta, Building Inspector 27 Charles Street North Andover, MA 01845 RE: Demolition Permit Application 350 Green Street Dear Mr. Nicetta: GENERAL o; WRECKING ' CONTRACTOR HIGH RIGGING SALVAGE SPECIALISTS LICENSED, INSURED & BONDED As per our telephone conversation on January 7, 2002, I am enclosing all information that you requested. 1. You stated that the Construction Supervisors Licence copy, which I had originally attached, required a photo. I have included an exact photo copy of Roscoe Kidder's licence, which is throughly legible. 2. The photo copy of the insurance certificate from our insurance company, which you had deemed illegible is being resubmitted in original form. We obtained the original from our insurance company. 3. The DPW, water and sewer, did in fact sign off on the Lot Release Form, but neglected to sign off on the Building Demolition Affidavit. Please note that this has been signed off. 4. In reference to illegible copies of the notification forms to the State of Massachusetts, please be advised that the original notification forms are mailed to the 2 state departments. We are only in possession of copies of these forms. I will manually clarify these dates as follows. a. Form BWP AQ 06 - demolition dates are November 21, 2001 -April 21, 2002. b. Form ANF -001 - asbestos abatement - November 19, 2001 -November 20, 2001. c. Notification of Demolition and Renovation - asbestos removal - November 20, 2001 - November 21, 2001 demo/renovation - November 21, 2001 - April 21, 2002 247 MAIN STREET • ROUTE 121A . PLAISTOW, NH 03865 • (603) 382-1422 • FAX (603) 382-3697 AN EQUAL OPPORTUNITY EMPLOYER CONCRETE CUTTING I GENERAL o, WRECKING ' CONTRACTOR HIGH K I D D E R RIGGING SALVAGE ISUILDINIG & WRECKING, INC. SPECIALISTS ROSCOE N. KIDDER, PRESIDENT LICENSED, INSURED & BONDED I do hope that this satisfies all of your requirements so that we may obtain this demolition permit as soon as possible. If you have any questions, please feel free to call me at 603-382-1422. snkcerely, Debra L. Davis Permit Coordinator 247 MAIN STREET . ROUTE 121 A • PLAISTOW, NH 03865 • (603) 382-1422 - FAX (603) 382-3697 AN EQUAL OPPORTUNITY EMPLOYER Nov 02 01 03:51p (979) 470-3670 A. 'own of North Andover f NaRTFt 1 O Building' Department 27 Cha les Street North Andover, Massachusetts 01845 x • • (978) 688-9545 Fax (978) 688-9542 Arg Building Demolition Affidavit Ss'+c►+US�` DATE //-7-v! fflaa#M, .�► l PROP • wel V/I ADIMI M crr_i.t nrVC p.3 bfGSnFEIvUM$ER LIt I BLDG. INSPECTOR DAPL REC'U I x'13— 0 ,MOU C13 202,01 2:41 PM FIR O/H LINES NO ANDOUER87251337 TO 91,603,3e2,3697 P,01.,/01 11.20- CAM K11)"Ll uJ gEmERAL CUTTINO, WRECKING coNTRAV011 MGH K 10 D E R F11301"a SALVA99 BUILDING WRECKING, INC, SPECIALISTS NCSCCIE N. KIDDER. Ptd tnvi LICKNSFP. INSURSO A 110113"12 UTILITY DISC"ECTION' SIGN OF]; SHEET As * my roquest to discorineet UtillTieS at **ZSo Greene Street, North Andover, MA**plcd';c sign off where indicated and return via fax to me at 603-382-3697 when completed. Thank You In advance for your cooperation in this matter GA . F; COMPANY DATF-. BY: Al"&TBROADDANL) DATE-, VFPJZON DATE, EI.ECTRIlir. COMPANY DATE 41 By; WATER DLPARTMENT DA I E: BY: SEWER DEPARTMENT L).'%TE: BY: -3 247 MAIN STREET - AOUTE '121A * PLAISTOW, NH 03865 1 (GO3) 382-1422 0 FA.)((603)382697 AN EQUAL OPPL 1FITUIVITY EMPLOYER TOTAL PPGE.01 NOV -06' 01 iT!iE) 1 S4 BELL ATLANTIC P. 001 KIDDER �REt"'z 6470' i CONCq ` Qt1TT1tJQ AlQ0k£RAL WRECKING 1 D D R CONTRAC OF1 4Rro UILDI"a wq nroarNt�c iCK1M , ING, SALVAoh AgSCQE N. klOOER, P,,l�1CYT SPEMAWM LIC51MSEb, I�uRSt3l SOMpeD i UTILITY DISCONNECTION SIGN OFF SHEET As per my 18Qtust to dificonnect utilities at x•350 Greene Street N se yi n ol�'whete indicated grad return via s a to North Andover, MA advance fur •e Your co-operation in thiq matter, the at 643-3RZ-3697 when comPleted. Thank yo in UAS CONTANy DATE: AT & T BROADBAND DATE; VER ZOIV -- BY: DATE:h_ D _ FI.FCTRIC COh+lpANy DATE: _ 'NATER DLPARTMLNT DATE: _ ...,... Ry., SFR DEPARTMEN'r naT� BY: F: �_.... BY: 247 MAIN STASET • ROUTE 121 A . PLAISTOW, NH 03865 - (603) 382-1422 - FAX (503) 382-3697 AN EQUAL OPPORtWrrYE;MPLOYER *11%06101 TUE 12:08 FAX 5080573885 RED IAONE NQW^Qt2-OL 11 :35 Rf'1 KiLJdtt� wnc..-rv...... c i lgCU. �A U PNPB KIDDER 6UlLDIINO R WRECKING, INC. ROSCOB �. KiQQ�R, PR6810ENT 1 . 0 C-01 t GENERALKIN WRECG CONTRiACT014 POOH MOGING SALVAQE sPECIAUM LICENSea, INSUMM a BONDED FUTILITY DISCONNECTION SIGN OFF SHEET As er my request to disconnect utilities at **350 Greene 9tmet, North Andover, MA**please big off where indicated and return via fax to me at 603-382-3647 when completed. Thank you in adVpnce for your cooperation in this matter. GA;S COMPANY DATE: BY: AT& T BROADBAND DATE:/0=6-0/_ 13Yri�._,__.... j VEfUZON DATE: BY: i Fi,l CTRIC COMPANY DATE: $Y: WATER DEPARTMENT DATE: BY: SEVFR DEPARTMENT DA; E: BY. A�nF 09M- 241, MAIN VAFET ROUTE 121A PLAISTOW, NH 03865 (603) 382-1422 FAX (603) 382-3597 AN EQUAL OPPORTUNITY EMPLOYER -7 )ICT 2-0 1 1 1 25 AM KIDDER WRECKING CONCAVE cumka RosCOG N. KIWFR, PAHMEW KIDDRR BUIL.Dipla & WRECKING, INC. immy nugCONNECTION SIGN OF17 SHEET p GINVAL WIR(*GMG CONMOTOR Ho Mom MLYAGF Spicausm LMMOM. Mu"D & 56ND1<O k -k per my request to disconnect tjtcUtl05 at **35o CirceneStmet, North Andover. MA"pkm sign off 4cre irdicated and returnviu fax to rw at 603-382,3697 when COMIctcd- llwnk You in adviulce for your cooperation in this matter. app GAS COWAN YA7 DAT /vl'i&'[ BROADBAND DATE: BY; VFKIZON DATF: BY: ELECTRIC COMPANY DATE: BY: WATER I)FpAP.TMF.,NT DATE' BY., 8FWF R DE PARTNMN'F DATE: BY: ��D 247 MAIN : VREET - ROUTE 1121 A It PLAISTOW, HH 03865 - (603) 382-4422 - FAx (6M) 382,3697 AN EQUAL OPPORTUNITY EMPLOY -'R m n m Z m' N z ,o PAGE 01 ��, o m a ❑ a m. 0 � � C m N m r� O m �, too' 11 � a 00 N A �. m d C D000 N -o - m lb rr M <n is z �. C m PAGE 01 m 0 � m CD D❑D r� Z m �, too' m c a 00 N A �. m Town of North Andover Office of the Building Department Community Development and Services Division 27 Charles Street North Andover, Massachusetts 01845 D. Robert Nicetta Building Commissioner January 9, 2002 Mr. Joseph LaGrasse Joseph D. LaGrasse & Associates 1 Elm Square Andover, MA 01810 RE: Riverbend Crossing 330 Green Street Dear Mr. LaGrasse: Telephone (978) 688-9545 Fax (978) 688-9542 The purpose of this correspondence is to confirm our phone conversation of this morning On January 4"' I spoke to you about the Conservation Commission not releasing the referred location for demolition of the structure as a check of $125,000.00 as required in their Order of Conditions has not been met. As an aftermath, the matter was placed in the hands of Atty. Domenic Scalise in an attempt to not place the escrow check, to perform the demolition. A very dangerous public safety issue exists as the doors and windows of the wooden structure have been removed and it is now open to the public, as conveyed to you on Jan 4t` and again this morning The same message was conveyed to the Attorney on Jan.4'h,5t`, and three times on Jan, 9th. A voice message was also left this morning Through all conservation both parties indicated they would get back with the resolution, however, no one has. In my opinion it is apparent that the matter is being ignored, while the public safety issue still exists. It has been stated in the above conversations that the Conservation Commission escrow condition must be in place prior to demolition. The Conservation Commission must advise me by 4:30PM today, that the escrow condition is in place and demolition may proceed. In the event that the financial condition is not satisfied,, the Building Department, will refer the matter of an open wooden structure to the North Andover Fire Department for immediate appropriate action. Thanking you for your cooperation in this important public safety matter, I remain, Yours truly, D.Robert Nicetta Building Commissioner CC: Fire Chief William V. Dolan Heidi Griffin, Director CD&S Atty. Domenic Scalise FAX 978-470-3670 Joseph D. LaGrasse Associates BOARD OF APPEALS 6889541 BUILDING 6889545 CONWRVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 irk 0, t�ov,sGb DoT T� S � � Nicetta, Bob I -op -02 To: Griffin, Heidi Cc: D'Agata, Donna Mae Subject: Riverbend Crossing (Old Mercury Shoe) Heidi -- This is to inform you that I am having a potential problem with the referred project. The demolition permit has been applied for—however I can not issue it, as the $125,000.00 check for conservation has not been issued as per order of conditions. The architect Joe Lagrasse was informed of this on Friday the 4th. It appears that the "owners" do not wish to tie up the money until the building construction has started. At the time of my conversation with the architect I informed him of a very dangerous public safety issue. The building has had doors and windows removed and is open to the public, as the structure is constructed of wood, there is great danger of somebody setting a fire. Mr. Lagrasse was informed at the time that if the financial problem was not addressed by Jan.7th that his client would have to board up the openings or have a fire watch on the structure. Mr. Lagrasse has not responded and has placed the matter in the hands of Atty. Dom Scalise in an attempt to not place the required bond to conservation at this time. Yesterday and again twice to day I have been in conversation with Atty. Scalise on the public safety issue. Mr. Lagrasse and Atty. Scalise both assured me that they would return a call addressing the issue, however, as of this date and time neither have. If the issue is not resolved by early morning tomorrow I will request Fire Chief Dolan to establish a fire watch on the structure. N22200 Date .� ...�— ,.IZ). ........ TOWN OF NORTH ANDOVER This certifies that ............ K..... PERMIT FOR WIRING ... ............ ... .. ..... I ..... ;.Z. .......... /..2 has permission to perf ................................. wiring in the ...... rj; .......... at . ........ . .... . . . ............................ . North Andover, Mass. Fee,.k ................. Liz 0(/19? � C ..... ............. ELECTRICAL INSPECTOR WHITE: Applicant CANARY: Building Dept. PINK: Treasurer Office Qnly 01 hr LIIIT M11111U£Ellth Df 4RU55carhU5£ff5 ". '. Permit No. _ i3tpnrtmtnt of Igublir frufYijj r - Occupancy ,& Fee Checked/-S� BOARD OF FIRE PREVENTION REGULATIONS 521 CMR 12:00 _ 3190 (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code, 527 CMR 12:00 (PLEASE PRINT 1N INK OR TYPE AI L INFORMATION) Date 3 " 7— e- u City or Town of ,/!�-'iri�/.� Vv y- To the Inspector of Wires: The udersigned applies for a permit to perform the electrical work described below. Location (Street & Number) 4EIS Owner or Tenant Owner's Address Is this permit in conjunction with a building permit: Yes ❑ No D- (Check Appropriate Box) Q / Purpose of Building �' v �f Utility Authorization No. ad1K 7,9 Existing Service Amps _J Volts Overhead ❑ Undgrnd ❑ No. of Meters New Service lav Amps/Z,'l /Volts Overhead Undgrnd ❑ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work�{ No. of Lighting OutletsI No. oA.t Tubs I No. of Transformers Total KVA No. of Lighting Fixtures I Swimming Pool Above In- ornd. E)grnd. ❑ I Generators KVA I No. of Oil Burners I No. of Emergency Lighting Battery Units No. of Receptacle Outlets No. of Gas Burners FIRE ALARMS No. of Zones No. of Switch Outlets ( No. of Air Cond. Total tons No. of Ranges No. of Detection and Initiating Devices I No.of Heat Total Total r Pumps Tons KW No. of Disposals No. of Sounding Devices Heating KW No. of Dishwashers No. No. of Self Contained Detection/Sounding Devices No of Dryers ( Heating Devices KW Loop-[EMunicipal Other Na of No. of No. of Wa.er Heaters KW Sions Ballasts Lov. Voltage Wiring 4 No. Hydro Massage Tubs I No. of Motors Total HF OTHER: INSURANCE COVERAGE: Pursuant to the requirements of Massachuse:;s general Laws � ( have a current Liability Insurance Policy includingCo "pleler* ra;rons Coverace or its Substantia! equivalent. YES have subm;ned valid proof of same to the Office. YES 21---r-10- p NL If you have checkine the appro� .ate box. checker YES, piEase indicate the type of coverage by INSURANCE 'e' BOND O OTHER p (Please Specify) (Expiration Date) t - Estimated Value of Electrical Work S �% Work to Stan 3 7 - G !% Inspection Date Requested: Signed under the Penalties of perjury: _ FIRM NAMEc // >�1_/C Licensee �Luvn �-- S - 1�5 <�s �/v- Address r S OWNER'S INSURANCE WAIVER: I am aware that the License does In quired by Massachusetts General Laws, and that my signature on this (Please check one) (Sigr,a:J'e of Owne! or Acer.:, Rough O - // ? -�X/ G Final LIC. NO. 1� 3 Es. Tel. No. All. Tel, No.-' the insurance coverage or its substantial equivalent as re- application wa;ves this requirement. Owner Agent Telephone No. PERP✓.1T FEE S Date//.-. '/ '-'.3 . . TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING This certifies that .. , �'. .. # r. -/ ............. . has permission to perform ...� 0 L plumbing in the buildings of ................... � at ...�C-. l....... North Andover, Mass. Fee L. U. r. Lic. No. Y.....? ... . `....�� ........ 1PLUMBING INSPECTOR Check # if J 57805 MASSACHUSETTS UNIFORM APPLICATION FOR (Type or print) NORTH ANDOVER, MASSACHUSETTS Building Location ,*4 Owners Name �e5V—zc/ zP 7t�!VV TO DO PLUMBING Date W d-3 - g3 Permit # �` Amount Ut`�v Type of Occupancy New Renovation® Replacement ® Plans Submitted Yes. n No FIXTURES X� Ir .. - .: W -Fl (Print'or type) Check one: Installing Company Names �y y//'��- ED Corp. i Lj Partner. , ® Firm/Co. Name of Licensed Plumber: J / 4NLE`, ire- Z4,16 Insurance Coverage: Indicate the type of insufance coverage by checking the appropriate box: Liability insurance policy 0 Other type of indemnity 11 Bond Certificate Insurance Waiver: I, the undersigned, have been made aware that the licensee of this application does not have any one of the above three insurance Signature Owner ® Agent M I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts S Eumbing Cod .and Chapter 142 of the General Laws. By Signature e um er e lumbing License Title City/TownLicense Numver Master Journeyman APPROVED (OFFICE USE ONLY THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ............. ........................................................... .................................................... ................ ................. ..................................... .......................................................................................................... CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE ; POLICY EXPIRATION LIMITS LTR DATE (MM/DDNY) DATE (MM/DDNY) GENERAL LIABILITY aGENERAL AGGREGATE $ 2 000 000 _....... X COMMERCIAL GENERAL LIABILITY : PRODUCTS - COMP/OP AGG : $ 2,000,000 .......................... I.................. .............. CLAIMS MADE X : OCCUR : PERSONAL &ADV INJURY $ 1,000 , 000 A CON58533820 07/01/2001:07/01/2002 . -.... OWNER'S & CONTRACTOR'S PROT EACH OCCURRENCE $ 1,000,000 ......................................................................... ... X Per Project Agg reg FIRE DAMAGE (Any one fire) : $ 100 000 ..:.............._........._......._..... .. _................. �.......... X Contractual Li ab. MED EXP (Anyone person) $ 5.0001 AUTOMOBILE LIABILITY X ANY AUTO ALL OWNED AUTOS A SCHEDULED AUTOS CON58533820 X : HIRED AUTOS X NON -OWNED AUTOS COMBINED SINGLE LIMIT $ 1,000,000 ...................................................................................... BODILY INJURY $ (Per person) 07/01/2001 07/01/2002 ?..................................... ......... :...... ......... ......................... BODILY INJURY $ (Per accident) PROPERTY DAMAGE : $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ......_ ............................- ANY AUTO OTHER THAN AUTO ONLY: ................... ..................... ......:..... ........:::::.::..:.:::::::::::::: EACH ACCIDENT: $ ........ ..................__ ......._.................. . __............... AGGREGATE:$ EXCESS LIABILITY EACH OCCURRENCE $ 5 , 000 000 .......__._..._ .. ....... ........... ..._...:....._ .-....................__..... C : X UMBRELLA FORM TBD 07/01/2001: 07/01/2002 : AGGREGATE $ 5, 000, 000 ...................... ............ ...................................... OTHER THAN UMBRELLA FORM Self l nsd ret $ 10,000 C S U- :0TH- ::::: :::: :::: :::: :::......::........ :.......... :: WORKERS COMPENSATION AND - X TORY LIMITS: ER it EMPLOYERS' LIABILITY B �nIC00938713403 07/01/2001 :07/01/2002 . EL EACH ACCIDENT $ 1,000,000 . THE PROPRIETOR/ X INCL : EL DISEASE POLICY LIMIT $ 1,000,000 PARTNERS/EXECUTIVE OFFICERS ARE: EXCL : EL DISEASE - EA EMPLOYEE : $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS lob Site: 350 Green Street, North Andover, Ma. :ertificate Holder is listed as additional insured Town Of North Andover Attn: Building Dept. 146 Main Street North Andover, MA 01845 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRES TIVE /� �/ Doual as Cox V 1�i7rt 1 ' a The Common wealth of Massachusetts Department Of Industrial A cciden s �r_• 4 r OfAeeaflnesestions 600 Nrashineon Street Boston ass. 02 . ti r M 111 * Workers' Compensation Insurance Affidavit local r.i ___ O 1 am a homeowner performing all work myself. nl,nne 0 1 am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this iob fsmp*n , to . KIDDER BUILDING WRECKING, INC. address: 247 MAIN STREET rJAJI'L PLAISTOW, NH . 603 382-1422 insurance AMERICAN INTERNATIONAL COMPANIES WC5885852 1 C] I am a sole proprietor, general contractor, or homeowner (circle one) and have h the following workers' compensation polices: rnmirxny name:. . address: ........... ._, phone if: company Haute: address: city; _ ..phone n: the contractors listed below wilo have Failure to $retire coverage as required under Stenon 2SA of MdL tSI can lead to the imposition of criminal penalties of a fine up to S1,S(t0.00 and/or nuc )cars' imprisonment as yr etc as civil penalties in the form of a STOP WORK ORDER and a floe of 5100.00 a day *Rains$ me. I understand Ilei a rape of Acis stalemenr mar hr forwarded to the 0(6ee of Invrstigalinns of Ihr i)tA for coverage verificatinn I do hereby rerft v tinder tr pains find penalties of puyurp ►hay flrr inJornrarion provided above is trot and rnrrrrf. Cir.nanur. /� 7 tJ Date _ feint nanvc ROSCOE N. KIDDER, PRESIDENT Phone 9 603 382-1422 ofricial use only do not ..rite in this arca to be completed by city or town orricial rite or rnrrn: permitAicense a r�Building Orpartarrnr O rhrrl if inuurdiate response is required ol,icensing Hoard Qsefeeimen's offrre eoutaet persun: C]llealth Department phone p; Other HELD REPORT PROJECT: Riverbend Crossing PROJECT NO: 7882 LOCATION: North Andover, MA WEATHER: Cloudy, 50° DATE: November 13, 2002 CONTRACTOR: Rosewood Const. PURPOSE: A site visit was made to the referenced project to review the foundation subgrade conditions and attend a site meeting with Rosewood Construction. The project includes the removal of a vacant commercial building to accommodate a new assisted living facility. We understand that the commercial building was removed from the property within the past year. Nonetheless, the project will include a new assisted living facility with associated pavement and landscape areas. The new building is to consist of a four story structure with ground level parking beneath a majority of the building. It is designed to support the building on a spread footing foundation using isolated pier footings as well as strip footings. The Geotechnical Design Reports prepared by UTS were reviewed as they pertain to this visit. Based on these reports, the existing fill and buried organic soils are not suitable for foundation bearing support. As such, these materials will need to be fully removed from the footing areas and the Foundation Zone of Influence to expose the parent, inorganic subgrade soils. Excavation depths varying from about 4-11 ft should be expected in this respect. The over -excavations should be backfilled in controlled lifts with compacted structural fill. A 3/4 inch minus crushed stone may be used near or below the groundwater table to provide a stable subgrade. Some groundwater dewatering should still be expected to provide a relatively dry excavation to review the subgrade conditions and to place the structural fill. Provided the foundation subgrade is prepared in general accordance with our recommendations and is reviewed/tested by UTS, then the footing subgrades should be considered adequate for supporting bearing stresses upwards of 6 ksf. At the time of this visit, the site was rough graded and stripped to shallow depths of organic matter. No foundation excavation or site filling has been completed to date. Based on the foregoing and the discussions during our site meeting, we provide the following comments/recommendations: • The Contractor will prepare and construct the footing subgrade locations as discussed above. UTS will have qualified staff on-site to review the subgrade conditions and monitor the backfilling operations. Site Contractor to schedule with UTS in this respect. • Contractor to use a 3/4 inch minus crushed stone for structural backfill in deep excavations that may encroach the water table. The deeper stone fill may be backfilled in 1-2 ft lifts providing compaction with hydraulic force of the excavators. Vibratory densification to be provided once safe working conditions and accessibility permit. 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 Riverbend Crossing November 13, 2002 North Andover, MA Page 2 of 2 • Site Contractor to provide UTS with proposed gravel borrow sample prior to delivery to project. UTS to complete gradation and Modified Proctor testing per recommendations outlined in Geotechnical Reports & Project Specifications. • The existing fill and buried organics are not considered suitable for re -use as structural fill or structural backfill. These materials should only be used in non-structural landscape areas or disposed from the site. • The excavations should be dewatered as necessary to provide relatively dry and stable working conditions during the excavation and subsequent backfilling. • UTS will provide staff oversight to review the subgrade conditions and backfilling operations per our Geotechnical Design Recommendations. UTS will provide certification of subgrade conditions when complete for the Building Department and Design Team. • The fill and buried organics are to remain below the pavement areas for cost reasons. It is recommended that a heftier pavement structure be considered in this respect. This would include a minimum 12-14 inch thick processed gravel base with a minimum 4 inches of bituminous pavement. Consideration may also be given to using a geotextile stabilization fabric or geogrid reinforcement to mitigate long-term differential settlement in these areas. It should be recognized that these recommendations are consistent with those addressed in our prior reports for the former developer/contractor. Furthermore, the site conditions have not changed since of September 26, 2002 site visit. As such, UTS will provide construction testing services consistent with our geotechnical reports. Should you have any questions or require additional assistance, please do not hesitate to contact our office. UTS of Massachusetts, Inc. Kevin M. Martin, P.E. Geotechnical Engineer kmm20/utsO2/ 1 11302.rpt 02/11/1999 03:27 7816481628 COLLINS OFFICE SISTM PAGE 02 FIELD REPORT PROJECT: Riverbend Crossing PROJECT NO: '�' $n;�- LOCATION: North Andover, MA WEATHER: Cloudy, 65° DATE: September 26, 2002 CONTRACTOR: System Builders ■ r PURPOSE: A site visit was made to the referenced project to review the foundation subgrade conditions and attend a site meeting. Those in attendance included System Builders, M.L. & Sons, Joseph. Lagrasse Architects & UTS. The project includes the removal of a vacant commercial building to accommodate a new assisted living facility. We understand that the commercial building was removed from the property within the past year. Nonetheless, the project will include a new assisted living facility with associated pavement and landscape areas. The new building is to consist of a four story structure with ground level parking beneath a majority of the building. It is designed to support the building on a spread footing foundation using isolated pier footings as well as strip footings. The Geotechnical Design Reports prepared by UTS were reviewed as they pertain to this visit. Based on these reports, the existing fill and buried organic soils are not suitable for foundation bearing support. As such, these materials will need to be fully removed from the footing areas and the Foundation Zone of Influence to expose the parent, inorganic subgrade soils. Excavation depths varying from about 4-11 ft should be expected in this respect. The over -excavations should be backfilled in controlled lifts with compacted structural fill. A 3/4 inch minus crushed stone may be used near or below the groundwater table to provide a stable subgrade. Some groundwater dewatering should still be expected to provide a relatively dry excavation to review the subgrade conditions and to place the structural fill. Provided the foundation subgrade is prepared in general accordance with our recommendations and is reviewed/tested by UTS, then the footing subgrades should be considered adequate for supporting bearing stresses upwards of 6 ksf. At the time of this visit, the site was rough graded and stripped to shallow depths of organic matter. No foundation excavation or site filling has been completed to date. Based on the foregoing and the discussions during our site meeting, we provide the following comments/recommendations: The Site Contractor will prepare and construct the footing subgrade locations as discussed above. UTS will have qualified staff on-site to review the subgrade conditions and monitor the backfilling operations. Site Contractor to schedule with UTS in this respect. Site Contractor to use a 3/4 inch minus crushed stone for structural backfill in deep excavations that may encroach the water table. The deeper stone fill may be backfilled in 1-2 ft lifts providing compaction with hydraulic force of the excavators. Vibratory densification to be provided once safe working conditions and accessibility permit. 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 02/11/1999 03:27 Riverbend Cro"ng North Andover, MA 7816481628 COLLINS OFFICE SISTM PAGE 03 September 26, 2002 Page 2 of 2 • Site Contractor to provide UTS with proposed gravel borrow sample prior to delivery to project.' UTS to complete gradation and Modified Proctor testing per recommendations outlined in Geotechnical Reports & Project Specifications. • The existing fill and buried organics are not considered suitable for re -use as structural fill or structural backfill. These materials should only be used in non-structural landscape areas or disposed from the site. • The excavations should be dewatered as necessary to provide relatively dry and stable working conditions during the excavation and subsequent backfilling. • UTS will provide staff oversight to review the subgrade conditions and backfilling operations per our Geotechnical Design Recommendations. UTS will provide certification of subgrade conditions when complete for the Building Department and Design Team. • The fill and buried organics are to remain below the pavement areas for cost reasons. It is recommended that a heftier pavement structure be considered in this respect. This would include a minimum 12-14 inch thick processed gravel base with a minimum 4 inches of bituminous pavement. Consideration may also be given to using a geotextile stabilization fabric or geogrid reinforcement to mitigate long-term differential settlement in these areas. Should you have any questions or require additional assistance, please do not hesitate to contact our office. UTS of Massachusetts, Inc. Kevin M. Martin, P.E. Geotechnical Engineer kmm 19/uts02/092602.rpt 09/03/2002 08:09 +11 111111111 PAGE 03 1GARAG� �_ _ 4jkrp /RING P,,y A PMox A A'1r 0 Pili Test Boring Location Plan RIVERBEND CROSSING - GREEN STREET" - NO. ANDOVER MASS 09/03/2002 09:09 +11 111111111 PAGE 04 flo FX,S71NJ?a =6END' 6M APMox►M ATc bEM of F-lu_ O�gNlcs M FIGURE 2 ,Ml l 1 7RLE Li PI E rrl 6LEVRT/ON (FT) (4 n �y (T1 4 ?0 � 70i g+ N w 41 LA ti \� c o+ LV 8223 n U > j,. --I� _ c � Al A v 6 3 �, r -P- Z0 39dd TTTTTTTTT TT+ 60:80 Z00Z/60/60 09/01/2002 08:15 +11 111111111 PAGE 07 TEST BORING LOG SHEET 1 Soil Exploration Corp. Cwt;tcchnical Prilli„g Universal Testing Services, Inc. BORING B-1 Groundwatcr ,\Ionitor Well Site: Green Street PROJECT N0.00-1143 DATE: December Is, 2000 148 Piona.T Drive I,IAmItlQQ, �I:�O1d?a 97;8 840-0391 North Andover, MA Ground Elevation: GROUNDWATER OBSERVATIONS DATE DEPTH CASING STABILIZATION Date Started: November 17.2000 Date Finished: Novcmbcr ' 7, 2000 Driller: TF Soil Engin /Gcol'st: Depth C -w8 Sam Ic Visualldernification No. PmlRft Depth BIoWV6' Ft. blltl Strata of Soil nod / or Rock Sam le 1 1 0'0'-2'1)' 8-7-3-4 Medium dense, gray, dry, fine to medium sand, some coarse sand, little silt, trace gavcl-/Fill) 2 2'0'414" 2-3-2-4 2'0' Loose, dry, gray, fine sand and some inorganic silt, trace medium to coarse; sand.(Fil(] 3 4'0'-6'0' 1-2-2-2 4'0" Vcry loose, wet, black, fine sand and organic silt, some wood, cinders, slag. Filo 5 4 6'0'-8',T 1-1-1-2 5 8'0'-100' 7-10-11-13 8'0' Medium dense, black, wct, fine sand, some medium to coarse sand, trace coarse gravel. 10 6 10'0'-1.e.'0' 12-1846-20 10'0' Dense, wet, brown, fine to coarse sand and gravel, cobbles and 7 1210'-1410' 18-23-40-38 12'0" small boulders, trace inorganic silt. 8 14'0"-16'0' 24-39-35-39 Very dense, gray, wet, fine sand and some inorganic silt, fine to 15 medium gravel. 18.0" Refusal at 18'0" with hollow stem auger. 20 Water level ar 4'0" upon completion. Note: Contaminated soils in this boring. 25 30 35 39 Notcs: Hollow Stem Augcr Size - 4-1/4" CohcsionleAa: 0 - 4 V. Loose, 4 - 10 Loose, Tragic 0 to 10% CASING SAMPLE CORE TYPE 10 -30 M Dente, 30 -50 Dense, 50+ V Dense. Little 10 to 20% ID SIZE (IN) S/S Cohesive: 0 -2 V Soil, 2 -4 Soft, 4 -8 M SOT Some 20 to 35% HAMMER WGT (LB) 140 Lb 8 -15 Stiff. 15 -30 V. Stip 30 + Hord. And 50% or More HAMMER FALL IN 30� 09/01/2002 08:16 +11 111111111 PAGE 08 TEST BORING LOG SHEET 2 Soil Exploration Corp. Geot xhrtical Drilling Universal Testing Services, Inc. BORING B-2 GroundLtater Monitor t%'dl Site: Green Street PROJECT NO. 00-1143 1.18 Pioneer Dri%, Leominster. %1: 0 145 3 North Andover, MA 97S M4)391 DATE: December 15, 2000 Ground Elevation: GROUNDWATER 013SERVATIONS DATE DEPTH CASING STABILIZATION Date Started: November 17, 2000 Date Finished: November 17, 2000 Driller: TF Soil En "nen/Geol ist: Depth cming Sam tic Visual Identification No. rMIxec Depth Blow sf6" Ft. evft Strat4 of soil and / or Rock Sam le 1 1 0'0'-2'0' Taken from Medium dense, gay, dry, fine to medium sand, some fine to Flight coarse gravel, some inorganic silt. Fill 2 2'0'-4'0' 6-7-6-32 3 4'0'-E'0' 19-11-11-13 4'0" 5 Medium dense to dense, brown, wet, fine sand and inorganic silt, 4 6'0"-P'0" 10-13-17-19 some medium to coarse sand, some fine to medium gravel. 5 8'0'-10'0' 12-12-14-16 10 6 107-127 9-11-14-14 13'0" Very dense, gray, wet, glacial till. 15 7 15'0--160' 32-122 20 8 20'0'-::0'4" 120/4" Go bks \ e s, G3ou u.o c A- S CG1A(.%At- T1 LL) 25 9 25'0"4!5'3" 100/3" 263" Refusal at 25'3" with split spoon sampler, 100/3". End of boring at 25'3" with hollow stem auger. Water level at 4'0" upon completion. 30 35 39 Notes: Hollow Stem Auger Size - 4-1/4" Cohesionless: 0 .4 V. Loose. 4 - 10 Loose, Tracc 0 to l0% CASING SAMPLE CORE TYPE 10 -30 M Dense, 30-50 Dcnse, 50+ V Dense. Littic 10 to 20% ID SIZE (IN) SIS Cohesive. 0 -2 V Soft, 2 -4 Soft, 4 -8 M Stiff Somc 20 to 35% HAMMER WGT (LB) 140 Lb 8.15 Stifr 15.30 V. Stiff, 30 + Hard. And 50% or Morc HAMMER FALL IN 30" 0/01/2002 08:16 +11 111111111 PAGE 09 TEST BORING LOG SHEET 3 Soil F,zploration Corp. Geowdinical Drilling Universal Testing Services, Inc. BORING B-3 Grottn.dwatir Monitor Wdl Site: Green Street PROJECT T NO. 00- 1143 las Pion l>i%"I I.a>Mirtner. MA 0 14 33 North Andover, MA 978 $40.0391 DATE: December 15, 2000 Ground Elevation: GROUNDWATER OBSERVATIONS Date Started: November 2C, 2000 DATE DEPTH I CASING STABILIZATION Date Finished: Novcmba 2G, 2000 Driller: TF Soil Engin eer/Geol t: Depth Caving Sam lc Visual Identification Ft, bUft No. Pvmvec Depth Blows/6- Strata of Soil and / or Rock Sample 1 1 1'0'-3'0' 3-3-4-4 Loosc, brown, dry, fine to medium send, some coarse sand, some fine gravel, trace inorganic silt(Fill) 2 3'0"-5'0' 3-3-4-5 5 3 5'0"-7'0' 8-8-9-15 5'0' Medium dense, brown, wet, fine sand and some inorganic silt, linle medium to coarse sand, trace grave). 4 TO" -9'0' 13-19-23-26 7'0" 10 5 910--1110' 15-15.21-32 Very dense, brown, wet, fine to coarse sand and fine gravel, glacial till. 5oN1C 15 8 15'0--15'E' 118/6' R2+.1- GQF-i� 5 ► L -7`I 5 f! N0 � Grz�a/EL, C�oL3(31..ES, ��1,4t�CQS 20 7 207-20'°' 100/5" C6 LA4-1At, T1 LL-) 25 8 25'0'-25'8' 79-100/2" 25'8° Refusal at 25'8" with split spoon sampler, 10012". End of boring at 25'8" with hollow stem auger. Water level at 5'0" upon completion. 30 35 39 Notcs: Hollow Stem Auger Size - 4-1/4" Cohesionlesc 0 - 4 V. Loose, 4 - 10 Loom, Trace 0 to 10% CASING SAMPLE CORE TYPE 10 -30 M Dense, 30 ,5O Dense, 50+ V Dense. Little 10(020% ID SIZE (IN) SIS Cohesive 0 -2 v Soft. 2 -4 Soil, 4 -8 M Stiff S -)me 20 to 35% HAMMER WGT (LB) 140 Lb $ -I5 Stiff 15 -30 V. Stiff 30+Hard, And 50% or Marc HAMMER FALL IN 30" 09/01/2002 08:15 +11 111111111 PAGE 10 TEST BORING LOG SHEET 4 Soil Exploration Corp. Gcotcchniwl Drilling Universal Testing Services, Inc. BORING B-4 Grottnduatcr 1lonitor Well Site: Green Street 148 Pi;xi tin Drive f e 14 inns. r Driv l;3 North Andover, MA PROJECT NO. 00-1143 97� 940-0391 DATE: December 15, 2000 Ground Elevation: GROUNDWATER OBSERVATIONS Date Started: November 20, 2000 DATE DEPTH CASING STABILIZATION Date Finished: November 2J, 2000 Driller, Soil En 'neer/Geolo 'st: Depth Cuing Sam le. VistW Identification —14.7 reNxa Depth Blows/6" Ft. buff Strata of soil and / or Rock Sample, 1 1 2 3 0'0"-2'0' 2'0'-4'C' 4'0"-6'C' 7-5-2-2 2-3-3-2silt, 3-2-2-7 Loose, black, dry to wet, fine to medium sand, some inorganic cinders, brick fragments, coal, tar, and orpnie silL Fill 5 4 6'0"-8'0" 7-6-7-9 60" Medium dense, gray, wet, fine sand and inorganic silt. 5 8'0'-10'11" 9-8-11-11 8'0" 10 6 10'0'-12'0' 10-13-18-21 Medium dense to dense, brown and gray, fine to coarse sand, some fine gravel, little inorganic silt. 12'0' 15 7 15'0'-15 8' 89-100/2" Very dense, gay, wet, fine to coarse sand and inorganic silt, glacial till t,,tz-►1 62AVC7-, Co661�S ' 17'0' 20 Refusal at 15'8" with split spoon sampler, 100/2". End of boring at 17'0" with hollow stem auger. Water level at 2'0" upon completion. 25 Note: Contaminated soil in this boring. 30 35 39 Notes: Hollow Stem Auger Size - 4-1/4" Cohesionless: 0 - 4 V. Loose, 4 - 10 Loose. Trace 0 to 10% CASNG SAMPLE CORE TYPE 10 -30 M Dense, 30 -50 Dense. 50+ V Dense. Little 10 to 20% ID SIZE (M) SIS Cobcsive: 0.2 V Soft, 2 -t Soft, 4 -8 M Stiff Some 20 to 35% HAMMER WGT (LB) 140 Lb 1 -15 StifF. 115 -30 V. Stiff 30 + Hard. And 50% or More HAMMER FALL(IN) 30" 09/01/2002 08:16 +11 111111111 PAGE 11 TEST BORING LOG SHEET 5 Soil Exploration Corp. G,otchnicjl r)rilling Universal Testing Services, Inc. BORING B-5 ()Tound•.cater Monitor Well Site: Green Street lJ3 Pioneer Chip•. Leominster. Pier. cr r%ivl33 North Andover, MA PROJECT NO. 00-1143 978 940-0391 DATE: December 15, 2000 Ground Elevation: GROUNDWATER OBSERVATIONS Date Started: November 21, 2000 DATE DEPTH CASING STABILIZATION Date Finished: November 21, 2000 Driller: TF Soil En 'neer/Gcolo 'st: Depth Casing Sam (e Visual Identification No. PavR« Depth Blows/6" Ft. bI/R Stra . of Soil and / or Rock Sarq tc 1 1 1'0"-3'0" 43-2-2 Loose to medium dense, black_ dry to wet, fine to medium sand, some inorganic silt, some organic silt, some fine to medium gavel, cinders, slag. Fill 2 3'0"-5'0" 2-2-2-2 5 3 5'0'-7'0" 1-1-2-3 4 7'0'-9'0" 34-7-9 $ 5 9'0--11'C" 13-20.31-14 &ACK o2i;A„/ltr JIL-7', RooT-S 10 11'0" Very dense to dense, brown, wet, fine to coarse sand, fine to medium gavel and inorganic silt. 15 8 15'0'-17'(r 13-16-16-17 16'0" 20 7 20'0"-21'2" 88-93-100/2" Very dense, gray, sand, glacial till and cobbles. &LAG1AL. 25 8 257-25'1- 1004' 25'4' Refusal at 25'4" with split spoon sampler, 100/4". End of boring at 25'4" with hollow stem auger. Water level at 4'0" upon completion. 30 Note: Contaminated soil in this boring. 35 39 Notes: Hollow Stem Auger Size - 4-114" Cohe$ionless: 0 - 4 V. Loose, 4 - 10 Loose. Trace 0 to 10% CASING SAMPLE CORE TYPE 10.30 M Dense, 30 -50 Dense, 50+ V Dense. Little 10 to 200/4 it) SIZE (IN) S/S Cohesive. 0.2 V Sod, 2.4 Soft, 4 -B M Stiff Some 20 to 35% HAMMER WGT (LB) 140 Lb 9-15Stiff 1 S -30 V. Stift, 30 + tlard. #.nd 50% or More HAMMER FALL IN 30" 09/01/2002 08:16 +11 111111111 PAGE 12 TEST BORING LOG SHEET 6 Soil Ex'ploration Corp. Geoteebnical Drilling Universal Testing Services, Inc. BORING B-6 Oround-ater " lonitor Wcll Site: Green Street 148 Pioneer Driva Leominster, MA 01453 North Andover MA r PROJECT NO. 00-1143 978 340-0391 DATE: December 15, 2000 Ground Elevation: GROUNDWATER OBSERVATIONS Date Started: December 9. 2000 DATE DEPTH CASING STABILIZATION Date Finished: December 9, 2000 Driller; MC Soil En 'neer/Geolo 'st: DeA Casing Sample Viwal Identification No. Depth Blows/6" Ft. N/R Strata of Soil aced / or Rock Sample Dry, very loose, fine to medium sand, trace inorganic silt, trace 1 1 010'-016' 2 coarse sand, trace fine gravel. — 0'6" 1 A 2 0'6'-2'0' 210"-4'0" 2-2-2 2-3-3.3 Dry, loose, black, organic silt.(il) 3 4'0'-6'0' 36-26-21-24 4'0" 5 Dry to wet, dense, fine to coarse sand, some inorganic silt, nate fine to coarse gravel, cobbles. 10 4 10'0"-12'17' 15-15-363.28 B p r-4, SIL—Ty SAklb G41AVCL, Gb%lrS GLA GI AI- TI t k) 15 5 15'0"-17'Ir 17-27-31-44 15'0' Wet, very dense, fine to medium sand, some inorganic silt, trace cobbles and boulders. 20 6 20'0"-21'0' 47-100/6" 21'0" 25 Refusal at 21'0" with split spoon sampler, 100/6". End of boring at 21'0" With hollow stem auger. Water level at 7'6" upon completion. 30 35 39 Notes: Hollow Stem Auger Size - 4-1/4" Cob@sionless: 0 - 4 V. Loose, 4 - 10 Loose. 10 -30 M Dense, 30.50 Dtmc, 50+ V Dense. Cohesive- 0 -2 V Soft, 2 4 Sok 4.8 M Stiff 8 -I5 Stiff: 15 -30 V. Sti 30 + Hard. Trace 0 to 10% Little 10 to 20% Some 20 to 35% A.nd 50•/ or More CASrNG SAMPLE CORE TYPE ID SIZE (M) SIS HAMMER WGT (LB) 140 Lb HAMMER FALL IN 30' 69/01/2002 08:16 +11 111111111 PAGE 13 TEST BORING LOG SMET 7 Soil Exploration Corp. Cn.rtcchni�:al Drilling Universal Vesting Services, Inc. BORING B-7 Groundwatcr Monitor 1',101 Site: Green Street I48 Piontrr Drivt t eominst eri es3 North Andover, MA PROTECT NO. 00-1143 978 8.10-0391 DATE: December 15, 2000 Ground Elevation: GROUNDWATER OBSERVATIONS Date Started: December 9.2000 DATE DEPTH CASING STABILMATION Date Finished: December 9, 2000 Driller: MC Soil Ett pincer/Geologist: Depth Casing Sample Visualldenti5catian No. Nn/Rec De th i Blowst6- Ft. bVR Strau of5oil and I or Rock- Sample Forest matter -0'2" 1 1 0'0°-:210" 3-3-3-3 Dry, loose, fine to medium sand, some inorganic silt, trace root matter. 2 2'0'—i'0' 2-3-3-4 (CIR 6 g N 1 C.- l F7 (,t�-) 4'0' 5 3 5'0'= r'0" 10-12-12-11 We% medium dense, fine to coarse sand, some inorganic silt, trace fine gavel, cobbles. 10 4 10'0'-'127 11-9-12-12 10'0' Wet, medium dense, fine to medium sand, some inorganic silt. 13'0' 15 5 15'0"-17'0' 19-26-25-25 Wet, very dense, fine to coarse sand, some inorganic silt, trace fine to coarse gravel, cobbles. e Rey, stl✓Ty SAND 62AVa- C�6i.-s 20 8 20'0'-''2'0" 24-30.31-39 CGLAG' AL - 7Lj—) J 22'0" End of boring at 22'0" with hollOW stem auger. Water level at 9'0" upon completion. 25 30 35 39 Notes: Hol low Stem Auger Size -4-1/4" Cohcsionless: 0 - 4 V. Loose, 4. 10 Loose, Trace 0 to 10% CASING SAMPLE CORE TYPE 10 -30 M Dense, 30.50 Dense, 30+ V Dense. Little 10 to 20% ID SIZE (IN) $/S Cohesive: 0 -2 V Soli, 2 -4 Soft. 4 4 M Stili' Some 20 to 35% HAMMER WGT (LB) 140 Lb 1 -15 Stiff 15 -30 V. StifT, 30 + Hard. And 50% or More HAMMER FALL TN 30- '0,/01/2002 08:15 +11 111111111 PAGE 14 TEST BORING LOG SHEET s Soil Exploration Corp. Geote3:hnical Drilling Universal Testing Services, Inc- BORING B-8 Crr%4nd%%4ter,1A mitor Well Site: Green Street itomirtsta, \L� 01133 tmi P Y, MAO North Andover, NIA PROJECT NO. 00-1143 978 840-0391 1 1DATE: December 15, 2000 Ground Elevation: GROUNDWATER OBSERVATIONS Date Started: December :7.2000 DATE DEPTH CASING STABILIZATION Date Finished: December ), 2000 Driller: MC Soil En 'neer/Geol st: Depth Casing Sample Visual Identification No, P -It- Da Blows/6" Ft, bllft Strata of Soil and / or Rack Sample 1 1 0'0'-2'0" 7-2-3-4 Dry, loose, fine to medium sand, trace inorganic silt, trace coarso sand, tract fine to coarse gravel- (FIt-t-) 2 2'0'-4'0" 1-1-1-1 2'0" Wet, very soft, black, organic silt, trace root matter, peat. 3 4'0'-60' 1-2-2-1 47 5 Wet, soft, brown, organic silt, trace root matter. 4 6'0"-810" 1-1-2-2 Co2C-AnilG S� 8'0" 10 5 10'0'-12'0' 16-17-21-20 Wct, dense, fine to medium sand, some fine to medium gravel, some inorganic silt, cobbles and bouldm. C.r�w) t 127 15 End of boring at 12'0" with hollow stem auger. Water level at 5'0" upon completion. 20 25 30 35 39 Notes: Hollow Stem Auger Size - 4-1/4" Cohesionlcss: 0.4 V. Loose, 4 - 10 Loose, Traoc 0 to 10% CASING SAMPLE CORE TYPE 10 -30 M Dense, 30 -30 Dcnsc, 50+ V Dense, Little 10 to 20% ID SIZE (M) S/S Cobasive: 0 -2 V Soft, 2 -4 Soft, 4 -g M Stiff' Some 20 to 35% HAMMER WGT (LB) 140 Lb 8 45 StiK 15 -30 V. Stiff, 30 + tlard, And 50% or More HAMMER FALL N 30" JAN -12-2006 1431 ROSEWOOD CONSTRUCTION 5084659299 P.02 'i CAPITAL GROUP P R U I' E It T I E S' January 1212006 Mr. Gerry Brown North Andover Building Department North Andover, Ma _RE; Riverbend Crossing, Dear Mr. Brown, 1 received you phone message this morning, I tried several times during the day to contact you but the phone numbers I got were for every department but the building department. So I decided to write this letter. . I wrote a letter last year to another inspector explaining that we had planned on addressing any parking space dementional issues in the spring of 07, however, we did re -stripe the ones under the building in the parking garage that did not meet code this past fall. The ones outside of the building are very close, like 1" to 2" off, depending on how you measure them.. Based on the weather and time of the year we would like to wait until the spring if that is at all possible. Should you have any questions please feel free to contact me. Thank you, 4nillSinely epietri DECEIVED JAN 1 2 2005 BUILDING DEPT. 259 Turnpike Rood " Suite 100 IP Southborough. mamachm3m 01772 ■ Oaice (SOB) 3574925 • Fttx ($09) 3576859 TOTAL P.02 JAN -12-2006 14:31 ROSEWOOD CONSTRUCTION ., Al CAPITALGROUP P It v P E R T I E s DATE: TO: COMPANI FACSIMILE COVER PAGE 5084859299 P.01 FROM:` wk j Total number. of pages, including cover page: If you do not receive all the pages, or have other problems with. this transmission. please call (508) 357-8825 Thank you, 259 7umpike Road . Suite t00 . Southborough, Masuuhusetty 01772 . Office: (508) 357-8$25 . Fax: (M) 357-6$59 f pro r � ►moi? �� ...��,.�-.'� 60� a► WILLIAM V. DOLAN Chlef of Department EDWARD J. MORGAN Deputy ChIst , NORTH ANDOVER FIRE DEPARTMENT ANTRAL FIRE HEADOUARTERS 124 Maln Street North Andover, Mass. 01845 Domenic J. Scalise Attorney At Law 89 Main St. North Andover, MA 01845 2 November 2000 Dear Dom, Chief (978) 688-95 Business (978) 688-95 Fax (978) 688-95 Thank you for the oportunity to preview and comment on the proposed plans for River Bend- Crossing with the architect and engineer for the project. Lt. Melnikas and I appreciate the incorporation of our comments regarding fire protection for this project. The project will provide for automatic fire sprinklers, additional fire hydrants, fire department access, stairway standpipes, and an internal fire detection and alarm system directly connected to the fire department. I am writing this letter because I believe that this proposed project will enhance the current life safety conditions,.presently found on this property. The current structure is abandoned and in disrepair. I have notified all fire department personnel not to enter the building to perform fire attack unless the -fire is minor in nature or there is a known life safety hazard to any. possible occupants. The quicker that the existing structure is demolished the better the situation: becomes. Please utilize this letter as an endorsement of your project by the head of the fire department. Respectfully, William V. Dolan Fire Chief Cc: Robert Nicetta, Building .Inspector SERVING PROUDLY SINCE 1921 259 Turnpike Road Southborough, Ma (508) 485-5333 Phone (508) 485-9299 Fax TO: Bob Nicetta — Building Commisioner From Paul Slazk Fac (978) 688-9542 Pages: Cover page + 3 Phone: Date: March 26, 2003 Re: Riverbend Crossing — No. Andover CC: File ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle . Comments: RCC letter of March 26, 2003 R & M letter of March 21, 2003 PAUL Rosewood Construction Corporation 259 Turnpike Road, Suite 100 Southborough, MA 01772 OFFICE: (508) 485-5333 FAX: (508) 485-9299 March 26, 2003 Mr. Robert Nicetta — Building Commissioner 27 Charles Street North Andover, Ma 01845 Re; Riverbend Crossing — Building Permit Dear Mr. Nicetta, I have received your voice mail message and feel compelled to bring you up to date with this situation in the interest of obtaining what this project is rightfully entitled to. Your message indicated that you would not begin the review of the drawings without addressing the Lagrasse matter. I have spoken to the State about this situation and they stated that this is neither their jurisdiction nor the local building commissioner's. Section 116.2.2 clearly allows for (2) different architects in the same project. We will revisit this matter with the State if you wish. I have included a letter from our attorneys to Mr. LaGrasse outlining our position. I have also instructed the new Architects to produce details showing an exterior wall system that will satisfy the Mass. Check Energy calculations. We are told that the drawings prepared by Mr. LaGrasse's office did not comply with Massachusetts Building Code on this matter. I expect to receive them by the end of today and will forward to your office along with the appropriate paperwork. As per our previous discussions, I respectfully wish to obtain a foundation permit in order to keep this going and not to delay this project any further than it already has. Please call if you have any questions. Sincerely Paul Slazik — Rosewood Construction Enclosed: Letter to Mr. Joseph D. LaGrasse of March 21, 2003 r 03-21-03 15:16 from-Riemer & Braunstein LLP 6178803456 T-169 P.002/003 F-562 RIEMER & BRA UNSTEINLLP - COUNSELORSnrLAW Three Center Plaza-13oston, Massachusetts 02108-2003 (617) 523-9000 -Fax (617) 880-3456 E -Mail rirm@riemerlow.com Michael S. Fallman Direct Dial: (617) 880-3434 writers Direct Fax: (617) 692-3434 E -Mail: mfall man@riemerlaw.corn March 21, 2003 BY TELECOPIER -1978) 470-3670 AND CERTIFIED MAILIRETURN RECEIPT REQUESTED Mr. Joseph D. LaGrasse c/o Joseph D. LaGrasse & Associates, Inc. One Elm Square Andover, Massachusetts 01810 Re: North Andover Project Dear Mr. LaGrasse: 1405 U44go Burlington Office. Seven New England Executive Park Burlington, Massachusetts 01803-5008 (781) 273-2270 - Fax (781) 273-0776 As ) advised you during a telephone conversation this afternoon, this firm and the undersigned are legal counsel to North Andover Residential Property, LLC, the present owner and developer (the "Developer") of the 43 -unit construction project located at Green and Kenwood. Streets in North Andover, Massachusetts (the —Project"). As you are well aware, the Developer acquired the Project from Riverbend Crossing Development, LLC ("Riverbend"). Upon acquiring the Project, the Developer attempted to en�ageyour services in an effort to continue the architectural services which you had previously been providing to Riverbend in an effort to move the Project forward with your input and assistance. Unfortunately, our client was advised by you that, in lichi of Riverbend's being delinquent on significant fees remaining due and owing to you, the fees that you would want to charge the Developer for continued architectural work at the Project would need to be exorbitant in order to recoup your prior losses on this matter and, in fact, rhree times the actual fair market value for such services. Notwithstanding repeated requests to provide our client with fair market value fees for the requested services, you refused, which left our client with no viable other alternative but to seek architectural services from another party. Unfortunately, as a result of Riverbend's apparently not paying your fees in this matter, you have elected to attempt to hinder, delay, and prevent the continued development of the Project by providing written notification to Mr. Robert Nicetta, the Building Inspector for the Town of North Andover, advising Mr. Nicetta char the Tov`,n of North Andover no lon=er has permission 10 use your drawings for the issuance of permits of any kind. As you are well aware, you had previously provided _your drawings to the Town of North Andover and to Riverbend, which drawings were subsequently assigned by Riverbend to the 03-21-03 15:17 From-Rismer & Braunstein LLP Mr. Joseph D. LaGrasse March 21, 2003 Page 2 6178803456 T-169 P. 003/003 F-562 Developer as pan of the purchase price paid by the Developer for the Project. The fact that you did not collect your fees from Riverbend is not the responsibility of the Developer. Furthermore, you chose not to retain a security interest in your work product (or at least never perfected it by appropriately filing a UCC -1 Financing Statement with the Massachusetts Secretary of State's Office) and simply delivered ownership of the drawings to Riverbend and the Town of North Andover. The fact that you were never paid by Riverbend is not a problem for you to arbitrarily and capriciously attempt to foist on our client. You are trying to make your problem the Developer's problem without any legal or factual basis to do so. In fact, as provided above, you actually chose to move forward with meritless and damacino claims, as your actions taken pursuant to your March 18, 2003, correspondence to Mr. Nicetta are, in fact, serving to hinder, delay, and halt the development of the Project, without any legal basis to do So. Your actions are tortiously interfering with our client's relationship with the Town of Nonh Andover and its ability to move the development of the Project ahead as quickly as possible. This letter is intended to constitute formal written notification to you of the following: 1. Demand is hereby made for you to immediately retract your March 18, 2003, correspondence to Mr. Nicetta and so advise the Town of Nonh Andover. ?. It is the Developer's intention to hold you responsible for any and all damages (incidental, actual, compensatory, and consequential) together with all attorney's fees, costs, and expenses which may be incurred by. the Developer as a result of your actions in this matter. Your actions are currently hindering, delaying, and halting the development of the Project as contemplated by the Developer and such damages are accruing as of this date. Absent your immediate retraction of your March 18, 2003, correspondence to Mr. Nicetta, our client will be left with no other reasonable alternative but to seek immediate redress against you by a court of competent jurisdiction. We urte your immediate attention to this matter and urge you to act appropriately in order to avoid the cost and necessity of litigation proceedings. We also strongly urge you to seek and obtain competent legal counsel in this matter as you will potentially be liable for significant damages, costs, and expenses as a result of your actions. MF/seb cc: Mr. William A. Depietri (BY TELECOPIER) Mr. Douglas M. Freeman (BY TELE COPIER) 7655911 (54512•55) Sincerely, Michael S. Fallman RIEMER & BRA UNSTEINLLP ------ CO U N S r 10 k S AT ( A K• � 03-26-03 17:12 From-Riemer & Braunstein LLP PLEASE DELIVER TO: 6178803456 T-627 P. 001/014 F-323 .RIEMER & B RA, UNS TEIN L L P COttNSELORSA) LAW Three Center PIUa •'Boston Massachusetts 02108-2003 (617) 5239000 •F.vc (617) 880-3456 E -Mail firm 0riemerlaW.Gom Date: March 26, 2093 CL)ENT/MATTER CODE: 54512/55 TOTAL NUMBER OF PAGES (INCLUDING COVfiR SHEET) IF THERE ARE ANY PROBLEMS WITH THIS TRANSMISSION, PLEASE CALL (617)523-9000, EXT. 3579_ FROM: Mark W. Corner COMMENTS: STATEMENT OF CONFIDENTIALITY This faesinule contains confidential information, intended only for the person(s) named above, which may also be privileged. Any use, distribution, copying or disclosure by any other person is strictly prohibited. If you have received this facsimile in error, please notify us immediately by telephone (collect), and return the original transmission to us by mail without making a copy_ Our telephone number, fax number, and address are indicated above. 644.187.1 03-26-03 17:12 From-Riemer & Braunstein LLP 6178803456 T-627 P.002/014 F-323 RIEMER & BRAL1rNSTEINLLP COUNSELOItS AT LAW - Three Center Plaza • Boston, Massachusetts 02108-2003 (617) 523-9000 Fax (617) 880-3456 E -Mail firm ('riemerlaw.com Mark W. Comer Direct Dial• (617) 880-3418 Writer's Direct Fax: (617) 692-3419 E -Mail- mcomeMriemeflaw_com March 26, 2003 BY FACSIMILE 978 688-9556 Mr. D. Robert Nicetta Building Inspector Town of North Andover Municipal Building 120 Main Street North Andover, MA 01845 Burlington office: Seven New England Executive Park Burlington, Massachusetts 01803-5008 (781) 273-2270 • Fax (781) 273-0776 Re: North Andover Residential ,Property, LLC - Green and ,Kenwood Streets Dear Mr. Nicetta: This firm and the undersigned represent North Andover Residential Property, LLC, the present owner and Developer of a 43 -unit construction project (the "Project") located at Green and Kenwood Streets in North Andover (the "Property"). As you know, our client purchased the Property from Riverbend Crossing Development, LLC ("Riverbend"), and in connection with that purchase received from Riverbend an assignment of all plans for the Project, including all plans prepared by Joseph D. LaGrasse, AIA, the original architect for the Project, along with all permitting and other development rights to the Project. We are writing to address communications received by your office from Mr. LaGrasse. By letter dated March 18, 2003, Mr. LaGrasse advised you that he has "not issued permission to anyone to use [his] drawings for the [Project]," until such time as he receives approval and is requested to be further involved in the Project, he does not "wish any of [hitt] drawings, or [his] name, to be used for the issuance of any permits whatsoever." You have advised us and our clients that, until Mr. LaGrasse's letter is retracted, it will serve as an impediment to your issuance of a building permit to our client to begin work on the Project. We respectfully suggest that, as a matter of law, Mr. LaGrasse's letter and his request cannot alone stand in the way of your issuance of a building perniit. As you know, the North Andover Planning Board issued a special pern-lit to Riverbend and its affiliates on June 21, 2001. Following for your convenient reference is a copy of the Planning Board's decision. As you can see, the Special Permit was issued with specific conditions. Among those conditions is that construction must be substantially in accordance with building designs depicted on plans prepared by Mr. LaGrasse, specifically set forth on a Plan entitled Lower and First Floor Elevations; First, Second, and Third Floor Plans and Elevations appearing on Sheets Al, A2, A3, and A4, dated as of November 27,2000, 03-26-03 17:12 From-Riemer & Braunstein LLP 6178803456 T-627 P. 003/014 F-323 Mr. D: Robert Nicetta March 26, 2003 Page 2 as revised on December 15, 2000- The Special Permit was not appealed, and was recorded in the Essex North Registry of Deeds. As such, it appears in the chain of title to the Property. Our clients purchased the Property from Riverbend, and received an assignment of all rights to the Project from Riverbend, on October 25, 2002. As such, our client became subject to the provisions of the Special Permit, which specifically states that it shall apply to and be binding upon Riverbend "and all successors in interest or control." Accordingly, our client has acquired Riverbend's rights, and is subject to the obligations imposed by the Planning Board, to construct the Project pursuant to the Special Permit. Specifically, our client is subject to the condition that construction proceed in accordance with the plans prepared by Mr. LaGrasse and approved by the Planning Board. Mr. LaGrasse's purported lack of authority or approval for our client to utilize his plans is of no relevance to your obligation to perform the ministerial function of issuing a building permit, and merely gives rise to a civil dispute between our client and Mr. LaGrasse. We understand from Mr. LaGrasse's counsel that Mr. LaGrasse has been paid in full for the work that he performed for Riverbend_ Mr. LaGrasse and our client were unable to reach mutually satisfactory terms on which for him to serve as project architect and constriction administrator, and accordingly our client has engaged a different construction administrator, who will be preparing final construction plans for the Project in accordance with the conditions of the Special Permit, including that the Project be constructed in substantial conformity with the elevations and floor plans prepared by Mr_ LaGrasse. IIt is not our, client's inteniton to "use" such floor plans and.elevations, ;other_than, to fo m he bans orfi'nal build ng plans to be prepared by o_ur client's current architect and to comply w tK , Fby�the Planning_Board '-s-,-,rant the condition to o£abutldngmat_ specificallyi�posed tofSaPmi/Having been approved by the Planning Board and as appearing in the chain of title to the Property, Mr. LaGrasse's prelinunary plans are a matter of public record. We respectfully suggest that, so long as our client complies with all of the conditions of the Special Permit, as well as any other applicable provisions of the State Building Code, the North Andover Zoning By- laws, and other applicable regulations, to deny issuance of a building permit would exceed your legal authority as zoning enforcement officer as set forth in inter alia Massachusetts General Laws Chapter 40A, Section 7. We understand from our conversation this morning that you have not yet fully reviewed ours c_lien�t's application for a building permit. To,the, exten®�t_tlat you�determine that our cicnt's.applicaton,:is .� deficient in any way, we stand willing immediately tyo cure an_y_such.deficienci.es: We subgest, however, chat, ..._ _ �.. �rLss,_ant. aGraes rof authority, or lack thereof, to "use his drawings" may not, as a matter of law, serve as impediment to our client's ability to proceed in accordance with a lawfully issued and recorded Special Permit. W-eiiriderstand-that 1Vlr= LaGrasses-letter-has-unfairly-put you- n-thcm ddle-of-a-civil-d spute 6etweet larn� and our cli t "-c' prepared'to pravide'azi appropriate agreeznenreo rndomnify you aril the " +f n Tawt%ln: or`der_to �nsn ace'fiom any claims that N1 r_ LaGrasse may lodge a a result of your efforts taexecutc T : -. ; ryour duties as Building Inspector. A proposed`) ndemnity Agreertenrfollows: Please feel free to contact the undersigned or my partner, Michael Fallman, if you have any questions, or further wish to discuss this matter. We are taking the liberty of sending a copy of this letter to Thomas RIEMER & BRA UNS TEINLLP CouAI99L ORS AT LAW S 03-26-03 17:12 From-Riemer & Braunstein LLP Mr_ D. Robert Nicetta March 26, 2003 Page 3 6178803456 T-627 P. 004/014 F-323 Urbelis, the North Andover Town Counsel, whom you indicated would need to review this situation, in order to expedite the resolution of this matter. Please note that time is very much of the essence of resolving this matter, since our client will stiffer significant and immediate financial damages arising from delay in going forward with the Project. Thank you for your attention to this matter_ MWC_jcz cc: Thomas I Urbelis, Town Counsel (by telecopier) Michael S. Fallman, Esquire RIEMER & SRAUNSTEINLLP �� COUNFSELORSA7'LAW��- 03-26-03 17:13 From-Riemer & Braunstein LLP 6178803456 T-627 P. 005/014 F-323 INDEMNMCATION AGREEMENT March 26, 2003 For good and valuable consideration, the receipt and adequacy of which are hereby mutually acknowledged, North Andover. Residential Property, LLC, a Massachusetts limited liability company, with its principal place of business at c/o Rosewood Construction Corp-, 259 Turnpike Road, Southborough, Massachusetts 01772 (hereinafter, the "Indemnitor") hereby agrees to indemnify, defend, and hold the Town of North Andover, including, without limitation, the BuildinggInsgector for the Town of North Andover (hereinafter individually and collectively referred to as the "Indemnitee") harmless of and from any and all loss, liability, damage, and expense resulting from any claim brought against the Indemnitee by Joseph D. LaGrasse & Associates, Inc. relating to that certain project located at Green and Kenwood Streets in North Andover, Massachusetts, currently being developed by the Indemnitor, including, without limitation, as set forth in that certain letter dated March 18, 2003, delivered by Joseph D. LaGrasse & Associates, Inc. to the North Andover Building(bjs eetor. All of the Indemnitor's obligations hereunder are subject to the Indemnitee's providing the Indemnitor with written notice within thirty (30) days of the Index nitee's receipt of any claim, action, or demand covered by the within Indemnification and permitting the Inden-mitor to assume the defense and settlement of any such claim, action, or demand and affording the Indemnitor all such cooperation as may be necessary to defend and settle such claim, action, or demand. Upon receipt of such notice, the Indemnitor shall prosecute, defend, or settle any claim, action, or demand covered by the within Indemnification with counsel chosen by the Indemnitor. The Indemnitor shall have the sole and exclusive right to settle any such claim, action, or demand and Indemnitee hereby irrevocably constitutes and appoints the Indemnitor as the Indemnitee's true and lawful attorney to enter into any settlement permitted hereunder_ Failure by the Indemnitee to furnish the Indemnitor notice as required herein of any claim, action, or demand covered by the within Indemnification shall discharge and release the Indemnitor from any and all obligations and liabilities hereunder. Signarure Page Follows (Indemnitor) NORTH ANDOVER RESIDENTIAL PROPERTY, Y, LLC LIM William A. Depietri, Managing Member 03-26-03 17:13 From—Riemer & Braunstein LLP 6178803456 T-627 P. 006/014 F-323 766432.1 Dounlas M. Freeman, Managing Member (Indemnitee) TOWN OF NORTH ANDOVER, MASSACHUSETTS 2 LE Print Name: Ti duly authorized 03-26-03 17:13 From-Riemer & Braunstein LLP 6178803456 Feb 12 02 04:27p Law Of'f'ices T-627 P. 007/014 F-323 9787942088 Town of North Andover Office of the Planning Department Con-ununity Development and Services Division 27 Charles Street North Andover, Massachusetts 01845 P ... ..' Z H S A o ASS.�cH�sE< Tele hone (978) 688-05 Heidi Griffin ,)I. -is to certify that Rventy (20) days Y Fax (97 S) 088-1J.5�L_ P1Q1111irg Director have elapsed from date of decision. filpC _ )Itnaut Ming of a2 e4• �? 17 A.TTES T: Data Joyce'p. Bra ahaus A True Copy Town clerk Notice Of Decision Any appeal shall be filed Town Clerk Within (20) days after the _ Date of filing -this Notice In the Office of the Town>_ �?;7'. Clerk � `"� r•n v r-ri Date: June 21, 2001 ^ ^ z Date of Dearing: April 1x)2001 ` May 1, 2.90 1 & June 5, 2001 — Petition of: Richmond Realty Trust 4.51 Andover Strcet, North Andover, NIA 01845 Premises Aifpcted: located off Waverly Road Referring to the above petition for a special permit from the requirements of the North Andover Zoning Bylaw Section .Xf. So as to allow: for a four story 43 -dwelling unit building. .rafter a public bearing given on the above date, the Planning Board voted to APPROVE, the Special Permit for Planned Development District Special Permit, based upon the following conditions: Cc: Applicsipt Engineer Abutters DPW Building Department Conservation department Health Department Z13 A Signed •�-' n Simons, Chairman Alberto Angles, Vice Chairman Richard Nardella, Clerk Richard Rawen Alison Lescarbeau AO.^RIS OF . ;PPGALS iRS-954 BLJILDTNG GSCA51 CUNSFRVATI ! (-1,'45?0 FTfi, Tli �S$-S= �0 't'L:\\? I\C i ::. -•� i 02/3.2/02 TUE 16:07 [TX/RX NO 555n I 03-26-03 17:13 From-Riemer & Braunstein LLP Feb 12 02 04:28p Law offices Riverhend Crpssing-Csreene Street Special Permit Planned ]Development District Conditional Approval 6178803456 T-627 P.008/014 F-323 9787142089 The Planning Board hereby APPROVES the Planned Development District Special Permit for a 4 story 43 -dwelling unit building. This building will be utilized by adults 55 years of age or older, known as Riverberid Crossing.. This special permit was requested by Richmond Fealty Trust, 451 Andover Street, North Andover, Massachusetts on March 29, 2001. Richmond Realty Trust submitted a complete application on March 29, 2001. The application was noticed and reviewed in accordance with the procedures for approval described in Section 11, 10.3 and 10.31 of the Town of North Andover Zoning Bylaw and 1v1GL c.40, sec. 9. The area a5eeted is located off Waverly Road in the 1-S Zoning District. The Plarming Board makes the following findings as required by the Town of North Andover Zoning Bylaw, Sections 10.3 and 10.31. 1 _ The specific site is an appropriate location for a Planned Development District as it is located in the l -S Zoning District and the PDD plan meets tho n-lininium requirements required by Section. 11.4 of the Town of North Andover Zoning Bylaw. 2. The use as developed will not adversely affact the neighborhood as this site is located in the Industrial -S Zone and is adjacent to the Town of North. Andover Housiag Authority, and is a similar use as the property adjacent to it_ 3. There will be no nuisance or serious hazard to vehicles or pedestrians. The applicant subr fitted a traffic impact and access study to the town's outside engineering consultant and the study was found to be accurate artd sufficient for the proposed project_ Furthermore, the Town of North Aaldovcr Fire Department has detemlined in their review that this proposed project will enhance the current life safety conditions presently found on the property (attached). 4. Adequate .and appropriate facilities will be provided for the: proper operation of the proposed use. The project will be on town water and sewer and has bccn determined acceptable by the Department of Public Works as noted in their let:rer dated Nfay 24, 2001 (attached). The Planning Board also snakes findings under Section 11.2 of the Zoning Bylaw that this PDD is i i harmony with the general purpose and intent of the Bylaw, including Sections 11.2 and 10.3, and that the PDD provides for a rnixture of land usage at designated locatioas at greater density and intensity than would normally be allowed. In particular, the Planning Board finds that this project: 02/12/02 TUE 16,07 ji's/12.\ NO .55561 F <' 03-26-03 17:13 From-Riemer & Braunstein LLP 6178803456 T-627 P. 009/014 F-323 Feb 12 02 04:29p Lau+ Offices 9787942081 N 1. Does not detract from the livability and aesthetic qualities of the enviroruric;nt — The building has been designed by registered architect and a community and fjscal uupact analysis has been subs itted; 2. Is consistent with the objectives of the Zoning Bylaw — The project coni:orin'i to the Tovval of North Andover Zoning Bylaw with the exception of varia3leLs gmtlted by the Zoning Board of Appeals; 3, Promotes more efficient use of land while protecting natural resources, such as water resources, wetlands, floodplain and wildlife — The project contains approximately 38% open space ,vhich can be utilized for terraces, walking trails and other active or passive recreational uses; and 4. Promotes diverse, energy=efficient housing at a variety of costs_ The property will provide housing for individuals 55 years of age or older, which is a �ype of housing needed in the Town ofNoxth Andover. rinally, the Planning, Board finds that the Planned Development District complies with Town Bylaw requirements so long as the applicauut complies with the followiiig, conditions: ] . The developer shall designate 1-m independent Environmental Monitor who sl=ll be chosen in consultation with the Planning and - Community Development Staff. The Environmental Monitor must be available upon four (4) hours .rlotice to inspect the site with the Planning Board designated official. The Environmental Monitor shall m lce inspections as determined necessary 'by the Town Planner to assure compliance with this decision_ T�e monitor shall meet with the Town Planner at appropriate intervals and file monthly written reports to the Planning Board detailing areas, if any, of iron -compliance with approved plans and conditions of the site plan approvaLS_ 2. It shalj be the responsibility of the developer to assure that no, erosion o« -the site shall occur which will cause deposition of soil or sediment upon adjacent properties or public ways, except as normally ancillary to off-site sewer and other off-site construction. Off-site erosion will be a basis fbT the Planning Board making a finding that the project is not in compliance with the plap- 3. Prior to endorsement of the plates by the Planning Board and recording with the Registry of Deeds the applicant shall adhere to the following' a. The applicant shall post (per agreement with the North Andover Planning Board) a Site Opeiliaib Bond in. the amount of live thousand (55,000) to be held by the Town Of North Andover. The Guarantee shall be irk the fom-i of u check rnade payable to the Town of North Andover escrow sccou11t. This amount shall cover any contingencies that night affect 0212/02 TUE 16:07 1'fXiit.l' NO 5a5fi l 03-26-03 17:13 From-Riemer & Braunstein LLP 6178803456 T-627 P. 010/014 F-323 Feb 12 02 04:28P Law offices 978?942088 the public welfare such as site -opening?, clearing. erosion control and performance of any other condition contai lied herein, prior to the posting of the Performance Security as described in Condition 6b of this Conditional Approval. This Performance Guarantee may at the discretion of the Plaiming Board be rolled over to cover other bondin> considerations, be released in full, or partially retained in accordance with the. reco=icndation of the Planning Staff and as directed by the vote of the North Andover Planning Board. b. Deeds and easements relative to the project (with the exception of the Master Deed referenced in condition 46d) must by supplied to PlanniDg Staff and reviewed and approved by Town Counsel, c_ The construction and placement of the North Andover Trails Committee standard 55" kiosk will occur near the cul-de-sac area at -the bottom of the street near the parking areas. Revised plans must be submitted reflecting this. The Planning Board Approves the following btulding designs as depicted in the following plans: Plan Titled: Lower & 1 �` Floor Elevations 2nd, 3"' and Xh floor plans Elevations Architect: Joseph D. LAGrasse &: Associates, Inc. One Elm Square Andover, MA 0181.0 Dated: November 27, 2000, revised 12/15/00 Sheets: A-1, A-2, A-3, A-4 4. Prior to CPnstruerion: a) A construction schedule shall be submitted to the Planning Staff for the purpose of tracking thr construction and informing the public of anticipated activities on the site_ b) Yellow hazard tape mast be placed along the no -cut line on as shown on the approved plans and must be confirmed by the Town Plaruter. The Town Planner must be. contacted to review the marked tree line prior to any cutting on site. The applicant shall then supply a copy of a plan. certified by a registered professional eiigineer, certifying that the trees have been cut in accordance with the approved plans_ P- --U 02/12/02 TLIE 16:07 r'rsiJxx No 5x;61 03-26-03 17:13 From-Riemer & Braunstein LLP 6178803456 T-627 P-011/014 F-323 Feb 12 02 O4:29p Law Offices 9787942088 P �1 5. Throughout and During Construction: (a) Dust relitigation and roadway cleaning tlnust be performed weekly, or as deemed necessary by the Town Planner, throughout the construction process. (b) Street sweeping must be performed at least once per month, throughout the construction process, or more frequently as directed by the Town Planner. (c) Hours of operation during construction are limited from 7 am -L to 5 p.nti, Mondaythrough Friday and g am -L a- 5 p.m. on Saturdays_ 6. Prior to the issuance of a building permit; a) The Plannip.g Board must by majority vote make a specific finding that' the Erosion and Siltation Control Program is being adhered to, and that any unforeseen circumstances knave been adequately .addressed. h) A Performance Guarantee in an arrloimt to be determined by the Planning Board, shall be posted to ensure completion of the work in accordance with the Plans approved as part of this eondioional approval. Thu bond rnust be in. the form acceptable to the North Andover Plarun'ng Board. Items covered by the Bond may include, but s= not be limited to: i) as -bunt drawings; ii) sewm and utilil.ies iii) roadway construction and maintenance iv) lot and site.erosion control v) site screening and street trees A) drRiroge facilities vii) site restoration vid) final site cleanup e) The applicant shall adhere to the following requirements of the Fire Department and the Building Department: i. All structures must contain a residential fixe sprinkler systern. The plants and hydraulic calculations for each residential system shall be submitted for review acid approval by the North Andover Fire Peparirnent. Plans and hydraulic calculations for each residential system crust also be supplied to the Building Department when applying for a building permit. • d) A Master Deed which represents the following: (l) Each unit shall be occupied by at least one person who is at least 55 years of' age or older; (2) All unit OUTIer5 shall comply with the; rules 4 02/12/02 TUE 1.6:07 1TX/R\ nen 55561 03-26-03 17:13 From-Riemer & Braunstein LLP Feb 12 02 04-2SP Law Offices 6178803456 T-627 P. 012/014 F-323 978'+ 942088 p.-9 issued by the SFeretary of= for verification of occupancy which shall provide for verification by reliable surveys and affidavits, which shall be admissible in administrative and judicial proceedings for the purpose of such verification; (3) Children under the age of 1 S may not reside in a unit for more than six months (6) iri any nine month (9) period_ e) The applicant must comply with the Growth Management Bylaw, Section 8.7 of the Town of North Andover Zoning Bylavv. If the applicant wishes to qualify for the exemption listed u1 Secikln 8.7.6.4 the Master Deed referenced above in Condition 6.d. must run with the- land_ (fl An as -built plan must be submitted to the Division of Public Works for review and approval prior to acceptance of the sewer appurtenances for use. (g) The roadway must be constructed to at least binder coat of pavement to properly access the lot in question. Prior to construction- of the binder coat, the applicant shall ensure that all required inspection and testing of water, sewer, and drainage facilities has been completed. The applicant must submit to the Town Planner and the Department of Public Works an interim as -built, .certified by a professional engineer, verifying that all utilities have been installed m accordance with the plarls and profile sheet. (h) The applicant is required to pay sewer mitigation fees fees in accordance with the current and prescribed policies at the Department of Public Works. These tees are based on the number of bedrooms. Proof of payment must be supplied to the Planning Department. (i) The open space, subject to the easement fox, the public to use the trails, shrill be part of the condominium_ To insure that this eoxidition is met, the Applicant shall provide to the Planning Board a copy of the Master Deed along -with the Exhibit A property description upon the recorduig of the Master Deed at the Essex North District Registry of Deeds. The Master Deed shall provide that the open space shall never be severed from the condominium nor shall the unit owners ever be able to vote to withdraw the open. .space land from the condorninium, 7. Prior to verification of a Certificate of Occupancy_ a) The applieapt shall adhere to the following requirmients of the North Andover Fire Department and the North A�ndovcr Building 5 02/12/02 TUE 16:07 (TS/K1 NO 55561 03-26-03 17:14 From-Riemer & Braunstein LLP Feb 12 02 04:30p Law Offices 6178803456 T-627 P. 013/014 F-323 9787942088 P _ 3 Department. All structures must: contain a . residential fie spri& cr system The residential fire sprinkler systems must be installed iu accordance with referenced standard NFPA 13D and in accordance with 780 CMR, Chapter 9 of the Massachusetts State Building Code. Ceriilieation that the systems have been izLGtalled properly in accordance with the above referenced regulations must be provided fiom both the North Andover Fire Department and the Norah Andover Building Department to the applicant. The apphQmt must then provide this certification to the North Andover Planning Department, 8. Prior to find release of security: a) The PlTming Stag' shall review the site. Any screening as may be reasonably required by the Planning Staff will be added at the applicant's c>.pense. Specifically after the detention pond is completed, the Town Planner .will review the site and any screening as may be reasonably required by the Town Planner wB_I be added at the applicant's expense b) A final as -built plan showing final topography, the location of all on- site utilities, structures, curb cuts, parking spaces and drainage facilities must be submitted to and reviewed by the Planning Staff and the Division of Public 'Works. 9. Tree cutting shall be kept to a minimum throughout the project to milirnize erosion and preserve the natural features of the site. If, any tree cutting occurs- outside of the no -cut line as shown on the plan, a reforestation plan must be submitted as outlined in Section 5.8(6) of the Zoning S.ylaw. 10. This special permit approval shall be deemed to have lapsed after 1ctn�Z/ 4crs3 (two years from the datc permit granted) unless substantial construction of roadway and utilities has commenced. 11. The provisions of the Special Permit shall apply to and be binding upon the appbca xt, its employees, contractors and subcontractors and all successors in interest or control. 1 6 02/12/0z TUE 16:0; tTs/ra no 555,61 03-26-03 17:14 From-Riemer & Braunstein LLP 6178803456 T-627 P. 014/014 F-323 Feb 12 02 04i3010 Law Offices 9767942088 12. The developer shall implement and follow all requirements set forth in this decision (conditions 1-12). and the plans and reports, referenced below in conditions 13a -d. Failure to comph' with all rc;quirentcnes therein aitd the conditions of this approval shall be the basis for the Planning Board, voting by majority vote, to stop all site work and construction until defects an the site are corrected and the development is put back into plan compliance. Plan compliance will be solely determined by a majority vote of the Planning Board based upon the developers written cornmetit, and the conditioms contained herein - 13. Tbt Tcw-n Planner shall approve any insubstantial changes made to the plans and reports described in Sections 3 and 13- Any change, deemed stabstantial by the Town. -Planner shall be presented xo the Planning Board for a detertnimtion by the Board whether such changes would merit a public meeting or heating and/or Special Pern-ut modification_ a) Plan titled: Definitive Plata: Planned Development for Riverbend Crossing Dated: 3/28/01 Applicant: Richmond Realty Trust Civil Er►girxeer: Christiansen & Sergi, 160 Summer Street Haverhill, MA. 01830 Sheets: l o:f 7 Scale: 1 "=20' b) Plaa titled: Proposed Site Locus Plan & Landscaping Plan Dated: November 27, 2000, revised 12/15/00 Sheets: C-1 & C-2 Scale: I "=40' .and V=20' 20' Landscape Architect- Joseph LaOrasse & Associates_ Inc One Elm Square Andover, MA 01810 c) Report riled: Traffic Impact and Access Study 1 Riverbend Crossing Condominium Development North Andover, MA, Prepared by: Vanasse & Associates, Inc. 1-0 New England Business Center Drive, Suite 314 Andover, MA 0 18 1. 0 Dated: May 2001 I 02/12/02 TUE 16: 07 f TX/ I Z X ,N0 5;,56 1 F HP Fax K 1220xi Log for NORTH ANDOVER 9786889542 Mar 26 2003 3:49pm Last Transaction Date Time TVe Identification Duration Pes Rest It Mar 26 3.:47pm Fax Sent 816173380122 1:51 9 OK TOWN OF NORTH ANDOVER OFFICE OF THE BUILDING DEPARTMENT COMMUNITY DEVELOPMENT AND SERVICES 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 01845 D. R. Nicetta, s+oRTN q o.,*1•' do Telephone (978) 688-9545 Building Conunissioner 32 9..:f o� o p FAX (978) 688-9542 FAX TRANSMISSION TIME: 3. �� ��1 DATE M Pf-n-4 a,(, NO. OF PAGES 9 W10-nv TO: 1 u> U.v%c k's I Es Q FROM: ` SUBJECT: I�V�i2 ybt /u i' Q q� -bc"1t-lz� kA t W., q- p to BUILDING DEPT FAX NUMBER 978-688-9542 To Fax # (.o 1-7 - 3 3 REMARKS: BOARD OF APPEALS 688-9541 BUILDINGS 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 MEMORANMDUM To: Thomas Urbelis, Esq. From: Bob Nicetta Date: March 26, 2003 Re: Riverbend Crossing Tom: I opened the plans, as submitted, for Riverbend Crossing by Rosewood Construction. Page #1 (Cover Page) indicates the Preparation of Plans by Joseph D. LaGrasse & Associates, Inc. and Page #2 (Building Elevations) as prepared and stamped by Joseph D. LaGrasse & Associates, Inc. In fact, Joseph D. LaGrasse & Associates, Inc has stamped all the submitted building drawings. I have also included in this fax a copy of Pages #1 and #2. I believe this may have a bearing on the problem. The building department never did a plan review, on the project, as all required plans, paperwork and building permit application where never submitted by the previous developer, as the time to exercise the variance had expired. A demolition permit for the existing commercial structure was the only permit applied for and issued. Enclosed is the response from Mr. LaGrasse's attorney on the March 21" letter. Please note the last sentence of the first paragraph (identified by margin arrows). I believe, with your permission, I will review the plans and issue a foundation permit, as I do not want to be a parry to this mess. Please advise if OK to proceed on this assumption. Thanks, Bob J LEGEND BRICK VENEER C CLAPBOARD VINYL SIDING, 5" TO WEATHER Ci 25 YEAR ARCHITECTURAL SHINGLE CONCRETE D% (REFER TO SHEET 410 AND 51.0 FOR DETAILS) BRICK PIER (—E) STONE WATERTABLE CGSTONE BANDING ) (SEE DETAIL 1/43,4) BRICK BANDING �H) (SEE DETAIL 8/43.4) J ; CORNER BOARD - IX12 PVC COATED TRIM BOARD AT ILDING 116 PVC COATED TRIM BAORD AT ALL DECK CORNERS Rr K1 URETHANE RAILING SYSTEM L I WINDOW TRIM PRE -CAST CONCRETE L,111,1 AND h�) (TYPICAL SILL ALL.FIRST FLOOR WINDOWS) METAL LOUVER (N.) (REFER TO MECHANICAL UNIT FOR SIZE_) (0) REFER TO DETAIL X/A6.1 � DOUBLE !<)l - r) WITH PRE -CAST CONCRETE KEYSTONE DECORATIVE METAL RAILING C PREASURE TREATED LATTICE SCREEN METAL FLASHING CSOLDIER COURSE T) CK ARCH f'RE-CAST CONCRETE KEYSTONE OVER MAIN ENTRANCE ONLY (2 DECORATIVE URETHANE BRACKET REQUIRED)` u% \-w �x G; 1RCHITECTS, ENGINEERS ERIORS, LAND PLANNEp IE ELM SQUARE 'DOVER MA 01610-364 318.4103615 318.4103610 o: /www-140rasse com TAIL. JDLAIwAOL.COM No. 4153 METHUEN, MASS. _ 0 Li Q� �� S u) 0 C, d 4 0 007- 00 C 00 0 1 (S E d 0 cn 10 c C-3 C., . rt r- H2 ec, cn I v O I a7. V 0 1 0 E M> 0 C..0 E Q r- 0 0 C, C-4 z4) rA 'o I MAR -27-2003 HIM FROM - FISC COVER SHEET JOSEPH D, LaGRASSE & ASSOCIATES INC. ARCHITECTS, ENtINEEILfi INTERIORS, LAND PLANNERSt w TOTAL NUMBER OF PACES :_ Please contact the sender immediately if less than the specified number of pages is received or if any portion is not legible. T-283 P-001/005 F-834 ONE ELM SQUARE ANDOVER, MA 01 S10 TEL: (978) 470-3675 FAX: (978) 470-3670 E-MAIL: JDUUOAOLCOM WES ADDAEsa: OAASSEA 0M DATE : & a( 03 RE; I (/ &ME1 Fl STATUS: FAX COPY SENT TO COMPANY/ADDRESS FAX NUMBER COMMENTS: Rga,4L4u�ak ct�cun� fs Number. Sent Jowph D. LaOmme & Aasodaiw, Inc, /a a hj# fiwWc o arah/te WM1,!r nser�ng, and /erred pd�arming l)rm located In Andb~, Aft"achu"Ue, MAR -27-2003 03:50AM FROM - T -183 P.002/005 F-834 Joseph D. LaGrasse & Associates, Inc. One 91m Square. Andover. MA 01810 y www.lagrassearchi.com tei.978.470.3673 fax: 978.470.3670 ldIW aolxom March 26, 2003 Robert Nicetta, Building Inspector Town of North Andover 27 Charles Street North Andover, MA 01810 Re: Riverbend Crossing Dear Mr. Nicetta, Via Fax: 978-688-9542 I am sorry for the situation at hand; however, I did not create it. My position as stated previously is that my drawings remain my property and Rosewood Development does not have rights to them. My professional stamp and the liability that is associated with it pertaining to this project are not transferred to Rosewood. I have not issued any Architects Affidavits to Rosewood pertaining to this project. My attorney has sent correspondence with reference to this situation to Rosewoods attorney. My position is clear, I will not be responsible for the Developer using my drawings, and my stamp, without my written permission. sincerely, Joseph D. se, AIA JDI/jg File: 1727/R.Ni=tta3Z603 Cc: Jay Gregory, esquire (via fax) Principals Joseph D. LaGrasse AIA • Philippe R. Thibault AIA Member of the American Institute of Architects A Boston Society of Architects MAR -27-2003 03:50AM FROM-- T-203 P-003/005 F-334 O JAY& GR2G=Y, ESQUntE DMCr UL- 617-406.4516 E -MAI :1gaga"Abotse"mn March 25, 2003 VLA FAX (617)88OL3456 Michael S. Fallman, Esquire Riemer & Braunstein, LLP Three Center Plaza Boston, MA 02108 Re: Jojwh D. LaGrasse A A ueelates. Inc. —North Andover Project. DH FUe.145231 Dear Mr. Fallman: As we discussed today, I represent the interests of Joseph D. LaCxrasse & Associates, Inc. ("JDL"). I have received a copy of your March 21, 2003 letter concerning the North Andover project. Although I have not completed my investigation into this matter, I have sufficient information to address most of the allegations in your letter. As an initial matter, please note that JDL has not improperly attempted to "hinder, delay, and prevent" your client from exercising its rights to move forward with the project. Instead, JDL has appropriately pointed out to the building department that JDL has not granted permission to anyone other than its former client to use JDL's drawings. JDL is perfectly within its rights to communicate this fact to the building department. The statement is factually correct, supported by JDL's contract with its client, appropriate, and delivered in good faith. If the Building Department acts on this communication and does not allow your client to use JDL's drawings, then the natural conclusion to draw is that your client has no right to use the plans. You are incorrect in your March 21, 2003 letter to suggest that JDL was attempting to recoup from North Andover Residential Property, LLC ("NARP") monies allegedly due from Riverbend Crossing Development, LLC ("Riverbend°D. In point of fact, JDL reached an agreement with Riverbend and accepted a compromise payment as constituting fnll payment for JDL's services on the original project. MAR -17-1003 03:50AM FROM Michael S. Fallman, Esquire March 25, 2003 Page 2 T-283 P-004/005 F-834 Your letter overlooks the fact that JDL has already provided services to NARP to forward the project and has also been involved in negotiations for NARP to pay JDL for construction administration services. As you are aware, these negotiations broke down when your client failed to agree to pay JDL an appropriate sum (560,000) for CA services.1 JDL's estimate was entirely reasonable and consistent with the size, complexity, and cost of the project. A project administration fee of less than 1% of the construction cost can not be properly characterized as exorbitant, unfair, or unreasonable. In your March 21, 2003 letter you suggest that Riverbend has assigned JDL's drawings to NARP. I would appreciate your providing me with a copy of any document that supports this contention that Riverbend assigned to NARP its rights in JDL's documents. Even assuming that you have some type of written assignment, nevertheless, it remains true that Riverbend had no authority to assign to NARP something that it did not own. The mere fact that JDL provided its drawings to Riverbend and to the town building office does not mean that JDL has relinquished its ownership rights in the instruments of its service. In this regard, article 8.1 of JDL's contract with Riverbend establishes unequivocally that JDL's plans remain JDL's property whether the project goes forward or not. Moreover, article 8.1 states in pertinent part that "the drawings and specifications shall not be used ... for completion of this project by others [than Riverbend] ... except by agreement in writing and with appropriate compensation to the Architect." The fact that JDL did not file a UCC -1 Financing Statement with the Massachusetts Secretary of State's Office, in no way supports your contention that JDL has relinquished or abandoned its rights in those plans.= Needless to say, it is entirely appropriate (and specifically contemplated by the AIA standard form agreement) that a party such as NARP would pay JDL for the privilege of using JDL's plans and specifications to complete the project. Contrary to your suggestion, this is not a situation in which JDL is attempting to extort money from NARP. In fact, the opposite is true. By threatening to sue JDL, NARP is attempting to intimidate JDL into giving up its rights in an effort to save a few thousand dollars in development costs. Such conduct is typical of developers 1 Apparently, NARP refined to offer more thea $40,000 and thea repudiated the negotiation and retained another architect to provide CA services for $21,000. 1 You mentioned in our phone conversation today that you have "a memo" that supports your position that by delivering plans to the North Andover Building Department, IDI, has somehow relinquished its ownership rights in the plans and specifications. I am aware of no Massachusetts law that supports this contention. I am open to persuasion if you care to share some case law with me. LIAR -27-2003 03:51AM FROM - Michael S. Fallman, Esquire March 25, 2003 Page 3 T-213 P-005/005 F-634 Who- when they do not immediately get their way - think that they can achieve their ends by throwing their weight around. Another issue that you overlook in your letter is the fact that JDL's drawings were never stated as being complete and, in fact, were only intended to be used for Riverbend to obtain a foundation permit. What this means is that, in any event, NARP would be required to pay for architectural services to create a full set of construction drawings. As we discussed, JDL is not averse to NARP continuing with the project. JDL understands that NARP has no interest in having JDL provide CA services. Accordingly, the other avenue for NARR to go forward using JDL's plans is that contemplated by article 8.1— "appropriate compensation to the architect." As we discussed today, JDL is willing to allow NARR to use JDL's plans in exchange for: (1) a cash payment of $25,000; and (2) a defense and indemnity agreement executed by NARP and its principals. Should you have any questions or comments, please feel free to contact me at any time. very truly yours, Jay S. Gregory JSG/dad 00746676 cc: David J. xatem, PC HP Fax K1220xi Last Transaction Date Time Type Mar 27 12:03pm Fax Sent Identification 816173380122 Log for NORTH ANDOVER 9786889542 Mar 27 2003 12:04pm Duration Pages Result 0:39 2 OK Town of North Andover NORT„ Office of the Zoning Board of Appeals oa -Community Development and Services Division 4 27 Charles Street North Andover, Massachusetts 01845 4SSAcw0S��� D. Robert Nicetta Telephone (978) 688-9541 Building Commissioner Fax (978) 688-9542 FAX TRANSMISSION T0: FAX NUMBER: 17 -- 3,. !g -� ��- FROM: Town of North Andover Zoning Board of Appeals 27 Charles Street North Andover, Massachusetts 01845 FAX: 978-688-9542 PHONE: 978-688-9541 NUMBER OF PAGES: DATE: r � SUBJECT: __,�5 /i (Str e,P ✓( P_ S�, r e� REMARKS: Board of Appeals 688-9541 Building 688-9545 Conservation 688-9530 Health 688-9540 Planning 688-9535 Town of North Andover Office of the Zoning Board of Appeals Community Development and Services Division 27 Charles Street North Andover, Massachusetts 01845 D. Robert Nicetta Building Commissioner Any appeal shall be filed within (20) days after the date of filing. of this notice in the office of the Town Clerk. Notice of Decision Year 2003 Property at: .350 Greene Street Telephone (978) 688-9541 Fax (978) 688-9542 NAME: Capital Group Properties, 259 Turnpiike Road, Southbridge, MA HEARING(S): January 14, 2003 ADDRESS: forpremises at: 350 Greene Street PETITION: 2002-056 North Andover, MA 01845 TYPING DATE: January 21, 2003 The North Andover Board of Appeals held a public hearing at its regular meeting on Tuesday, January 14, 2003 at 7:30 PM upon the application of Capital Group Properties, 259 Turnpike Road, Southbridge, MA for premises at: 350 Greene Street North Andover requesting a Variance from Section 7, Paragraph 7.3 and Table 2 for front and side setbacks, from Paragraph 7.6 and Table 2 for Floor Area Ratio, from FN -1 #2 for Landscape Buffer, and from Section 8, Paragraph 8.1 (7) for relief of driveway width in order to construct a proposed 43 unit apartment building, with frontage on the South side of Greene Street within the I -S zoning district. The following members were present: Walter F. Soule, John M. Pallone, Scott A. Karpinski, Ellen P. McIntyre, and George M. Earley. Upon a motion by John M. Pallone and 2d by George M. Earley, the Board voted to GRANT the dimensional Variances for relief from Section 7, Paragraph 7.3 and Table 2 for a front setback of 7.4' and left side setback of 7.6', from Paragraph 7.6 and Table 2 for a Floor Area Ratio of 0.11.1, from FN -1 #2 for a Landscape Buffer, and from Section 8, Paragraph 8.1 (7) for relief of 31rom required driveway width in order to construct a proposed 43 unit apartment building on condition that that parking be allowed on Greene Street along with the walkway from Greene Street to the Shawsheen River per Zoning Compliance Plan, sheets 1-3, prepared for: North Andover Residential Property, LLC, by Philip G. Christiansen, Registered Professional Engineer, #28895 and Michael J. Sergi, Registered Professional Land Surveyor, #33191, Christiansen & Sergi, 160 Summer St., Haverhill, MA 01830, date: November 10, 2000, rev.: 12/15/00, 11/26/02. Voting in favor: Walter F. Soule, John M. Pallone, Scott A. Karpinski, Ellen P. McIntyre, and George M. Earley. The Board finds that the applicant has satisfied the provisions of Section 10, paragraph 10.4 of the Zoning Bylaw and that the granting of this variance will not cause substantial detriment to the public good and will not nullify or substantially derogate form the intent or purpose of this Bylaw. Furthermore, if the rights authorized by the Variance are not exercised within one (1) year of the date of the grant, it shall lapse, and may be re-established only after notice, and a qew hearing. Furthermore, if a Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two (2) year period from the date on which the Special Permit was granted unless substantia use or construction has commenced, it shall lapse and may be re-established only after notice, and a new hearn a - c; Decision 2002-056. -51 PY + bO f ; Pori; f'j.1*6 9A 9541 . Building 68879545M1, Town of North Andover � - � __� CD C--) Board of Appeals, {V .,L (z-. r , ' C7 ; Walter F. Soule, Vice Chairman _0 sv Conservation 688-9530 fleaI�i 6$8-9540 ��Pl�nrung---6-.8$f--9>35 : T . k.' .F Town of North y RECEIv of the Zonis Board of Appeals is JOYCE 9RA� it pP 'TCQ6aiGmaty Development and Services Divi_ io1<l! NORTH ANDOVER William J. Scott, Division Director 27 Charle Str t s ee Z601 MAR 2 Q q: Ki�rth Andover, Massachusetts 01845 D. Robert Nicetta -Building Commissioner This is to certify that twenty (20) days have elapsed from date of decision, filed hthout filing of an appeal, Date�o?S, Joyce'A Bradahaus Town Clerk . Telephone (978) 688-9541 Fax (978) 688-9542 XrTEST: A True Copy Any appeal shall be filed Notice of Decision Tait Clerk within (20) days after the Year 2001 date of filing of this notice in the office of the Town Clerk Property at: 350 Green Street C) eq/1`( �,� �( 2, NAME: James Sheridan, Trustee of Richmond Realty Trust DATE: 3/13/2001 ADDRESS: for nremises: 350 Green Street PETITION: 005-2001 North Andover, MA 01845 HEARING: 2/13 & 3/13/2001 The North Andover Board of Appeals held a public hearing at its regular meeting on Tuesday, March 13, 2001 at 7:30 PM upon the application of James Sheridan, Trustee/Richmond Realty, for premises at: 350 Green Street, North Andover, MA requesting a Variance from Section 7, Paragraph 7.3 of Table 2, for dimensional relief of front and side setbacks, and for Floor Area Ratio, and for FN 1 (2) Landscape Buffer and for 8.1 (7) for relief of driveway width in order to construct a proposed 43 unit apartment building within the I -S zoning district. The following members were present: Walter F. Soule, Robert Ford, John Pallone, Scott Karpinski, Ellen McIntyre. Upon a motion made by Walter F. Soule and 2nd by Scott Karpinski to. GRANT a dimensional Variance for relief of front setback of 7.4', a Southeast side setback of 7.6', and a driveway width of 3' and Floor Area Ratio of 0.11:1, and for a landscape buffer, and that parking will be allowed on the Green Street right of way. All as per the Plan of Land by Christiansen & Sergi, 160. m Sumer Street, Haverhill, MA. PLS, #28895, dated November 10, 2000 and rev: December 15, 2000. Voting in favor: WFS/JP/RF/SK/EM. The Board finds that the applicant has satisfied the provisions of Section 10, paragraph 10.4 of the Zoning Bylaw and that the granting of this variance will not adversely affect the neighborhood or derogate from the intent and purpose of the Zoning Bylaw. -3c .0 L rx'�ss`L Town of North And Board of Appeals,/ 1 Raymond Vivenzio, acting Chai - Eg E.J( NORTH REGISTRY OF DEEDS 1-k4+If ENCE, MA a- 8. A TTRM COPY: ATTEST-. ivfl/Decisions2001/; MAR 7 2002 [?l ,i.., �u��l'i� lr.;i�- •.!; it .l ..� t' Li fllr f.',v :. Ot �'♦ - BOAftD OF APPEALS REG1STlR.OI` tJ€fib �t HP Fax K 1220xi Log for NORTH ANDOVER 9786889542 Mar 26 2003 1:00pm Last Transaction Date Time Twe Identification Duration Pages Result Mar 26.12:58pm Fax Sent 89784703670 0:55 3 OK t rb TOWN OF NORTH ANDOVER OFFICE OF THE BUILDING DEPARTMENT COMMUNITY DEVELOPMENT AND SERVICES 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 01845 D. R Nicetta, Building Commissioner TIME: / - O -D FAX TRANSMISSION DATE 3-26-2003 TO: Joseph LaGrasse FROM: Robert Nicetta, Building Commissioner SUBJECT: Riverbend Crossing BUILDING DEPT FAX NUMBER 978-688-9542 To Fax # 978-470-3670 REMARKS: Telephone (978) 688-9545 FAX (978) 688-9542 NO. OF PAGES 4 Please review the fax documents. I need to inform you that I need a response from you by March 28, 2003 (Friday). BOARD OF APPEALS 688-9541 BUILDINGS 688-9545 CONSERVATION 688-9530 HEALTH 689-9540 PLANNING 688-9535 Joseph D. LaGrasse &Associates, Inc. (ez) One Elm Square, Andover, MA 01810 tel. 978.470.3675 fax: 978.470.3670 March 18, 2003 Robert Nicetta, Building Inspector Town of North Andover 27 Charles Street North Andover, MA 01810 Re: Riverbend Crossing, Greene Street Dear Mr. Nicetta, www.lagrassearchitects.com Last September 2002, we had a meeting in your office and you requested an update to my drawings with respect to building floor elevations and to make certain that the basement floor elevation would be above the flood plain. You also requested that my drawings reflect concrete waterproof barriers at the basement mechanical and electric rooms. I was also asked to complete details that were not already shown on the drawings. We will supply all the necessary supplemental sheets updating all the information you requested. In addition, we will revise our drawings to show the structural columns as shown on the revised structural drawings but were not coordinated on the architectural drawing once I have been given authority to do so by the owner/developer. As of this date, I have not been given approval by the owner/developer/contractor to do any more work on this project. I have not signed new affidavits, or stamped the drawings within the last eight months. Finally, as of this date I have not issued permission to anyone to use my drawings for this project. Until such time as I receive approval and am requested to be involved further in this project, I do not wish any of my drawings, or my name, to be used for the issuance of any permits whatsoever. If you have any questions, please contact me at my office. Sincerely, Josep D. LaGrasse, AIA jdl/ll file:1727bi3182003 Principals Joseph D. LaGrasse AIA C Philippe R. Thibault AIA Member of the American Institute of Architects & Boston Society of Architects jdlai@aol.com Pt�c��Jvii�o I'mq j lv/t ?003 RE CLF I VEL) 2003 BUILDING Dep -r MAR -26-2003 11:49 ROSEWOOD CONSTRUCTION RIEME R & BRAUNSTEINLLP �- COUNSELORS AT LAW Three Center Pla:a • 88SIOD. Massachurens 02108.2003 163 7) $2M000 • Fax (617) 880.3456 E -Mail frm0r; merbr.eaet Michael S. Fallman Direct Vial; 1617) 880.3434 writers Direct Tax: 1417) 692-3634 E -Mail: mfallman"tn%tr)aw-corn March 21, 2003 BY TELECOPIER - (9781470.3670 AND CERT1F=_MAI1AETURN REQ REQUESTED Mr- Joseph D. LaGrasse c/o Joseph D. LaGrasse & Associates, Inc. One Elm Square Andover, Massachusetts 01810 Re. North Andover Project Dear Mr. LaGrasse: 5084859299 P.03iO4 C C, Burlington Office: Seven New England Exacvtire Park Burlington, Maasachuselts 01803.5008 (701) 273.2270 -tax (781) 273-0776 As I advised you during a telephone convers2tion this afternoon, this firm and the undersigned are legal counsel to North Andover Residential Property, LLC, C, the present owner and developer (the "Developer") of the 43 -unit construction project located at Green and Kenwood Streets in North Andover, Massachusetts (the "Project"). As you are well aware, the Developer acquired the Project from Riverbend Crossing Development, LLC CRiverbend"). Upon acquiring the Project, the Developer attempted to engage your services in an effort to continue the architectural services which you had previously been providing to Riverbend in an effort to move the Project forward with your input and assistance. Unfortunately, our client was advised by you that, in light of Riverbend's being delinquent on significant fees remaining due and owing to you, the fees that you would want to charge the Developer for continued architectural work at the Project would need to be exorbitant in order to recoup your prior iOWS on this matter and, in fact, three times the actual fair market value for such services. Notwithstanding repeated requests to provide our client with fair market value fees for the requested services, you refuted, which left our client with no viable other alternative but to seek architectural services from another party. Unfortunately, as a result of Riverbend's apparently not paying, your fees in this matter, you have elected to attempt to hinder, delay, and prevent the continued development of the Project by providing written notification io Mr. Robert Nicetta, the Building Inspector for the Town of North Andover, advising Mr. Nicetta that the Town of North Andover no longer has permission to use your drawings for the issuance of permits of any kind. As you are well aware, you had previously provided your drawings to the Town of North Andover and to Riverbend, which drawings were subsequently assigned by Riverbend to the MAR -26-2003 11:50 ROSEWOOD CONSTRUCTION 5084859299 P.04iO4 Mr. Joseph D. LaGrasse March 21, 2003 Page 2 Developer as pan of the purchase price paid by the Developer for the Project. The fact that you did not collect your fees from Riverbend is not the responsibility of the Developer. Furthermore, you chose not to retain a security interest in your work product (or at least never perfected it by appropriately filing a UCC -1 Financing Statement with the Massachusetts Secretary of State's Office) and simply delivered ownership of the drawings to Piverbend and the Town of North Andover. The fact that you were never paid by Riverbend is not a problem for you to arbitrarily and capriciously attempt to foist on our client You are trying to make your problem the Developer's problem without any legal or factual basis to do so. In fact, as provided above, you actually chose to move forward with meridess and damaging claims, as your actions taken pursuant to your March 18, 2003, correspondence to Mr. Nicetta are, in fact, serving to hinder, delay, and haft the development of the project, without any legal basis to do so. Your actions are tortiously interfering with our client's relationship with the Town of North Andover and its ability to move the development of the Project ahead as quickly as possible. This letter is intended to constitute formal written notification to you of the following: 1. Derraand is hereby made for you to immediately retract your March l8, 2003, correspondence to Mr. Nicetta and so advise the Town of North Andover_ 2. )t is the Developer's intention to hold you responsible for any and 211 damages (incidental, actual, compensatory, and consequential) together with all attorney's fees, costs, and expenses which may be incurred by the Developer as a result of your actions in this matter. Your actions are currently hindering, delaying, and halting the development of the project as contemplated by the Developer and such damages are accruing as of this date. Absent your immediate retraction of your March 18, 2003, correspondence to Mr. Nicetta, our client will be left with no other reasonable alternative but to seek immediate redress against you by a court Of competent jurisdiction. We urge your immediate attention to this matter and urge you to act appropriately in order to avoid the cost and necessity of litigation proceedings. We also strongly urge you to seek and obtain competent legal counsel in this matter as you will potentially be liable for significant damages. costs, and expenses as a result of your actions. Sincerely, MF/seb cc: Mr. William A. Depicui (BY TELECOIi mR) Mr. Douglas M. Freeman (BY TELECOPIER) 765593.1 1-54512,551 Michael S. Fallman RIEMER & BRAIINSTEINLLP =�= CVUNSr10NSArlAW5MMSM!Mn�= TOTAL P.04