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Miscellaneous - 1211 OSGOOD STREET 4/30/2018
/ 1211' S'GOOD STREET 210/035.0-0008-0000.0 ` Qe rz, c _ �o �1�►Y, ' 0-4'2. BUILDR., y ]S{` i"ILE I I i I r � � Town of North Andover ,t1°Ry#t ` Office of the Planning Department 02 Community Development and Services Division 1600 Osgood Street,Suite 2035 North Andover,Massachusetts 01845 SS"C""Set ht!p://www.northandoverma.gov P(978) 688-9535 P (978) 688-9542 August 30,2016 Harry Kanellos 1211 Osgood Street North Andover,MA 01845 Notice of Decision Update: Site Plan Review for 1211 Osgood Street Dear Mr. Kanellos, On January 9,2004 the North Andover Planning Board voted to grant a Site Plan Review Special Permit to construct the commercial property located at 1211 Osgood Street. On March 15, 2005 and again on October 7,2014,the North Andover Planning Board voted to grant a modification to that permit. Per Section 8.1.8.e of the North Andover Bylaw,the Applicant demonstrated that existing parking supply is sufficient to support a 2,094 square foot restaurant use. According to the Zoning Bylaw Section 8.4.a,the site would require 56 parking spaces total if a restaurant use were authorized. The Applicant demonstrated that due to fluctuations in peak parking demand throughout the day,the peak parking demand if a restaurant were authorized would not exceed 48 parking spaces. Including two loading zone parking spaces to the rear of the structure,the site currently provides 53 parking spaces. The following condition of the approved Decision has not been met: Section 4 B) Two parking studies shall be prepared and submitted to the Planning Board through the Town Planner; one at a period 6 months from this decision(April,2015), and one at a period 12 months from this decision(October 7,2015).These studies shall, at a minimum, evaluate the existing parking occupancy and vacancy, over the course of one consecutive Friday and Saturday, at 1-hour intervals,from the hours of 10:00 a.m. until 7:00 p.m. The Planning Board shall review each study within 1 month of submission. On review of each parking study,the Planning Board may,by vote,require corrective action related to the reduced parking requirements in the event that the Board finds the parking provided no longer meets the intent of Zoning Bylaw Section 8.1.8.e.—The Planning Department has not received a parking report.Note: Since the restaurant did not open until approximately July 1,2015 these dates are revised to January 1,2016 and July 1; 2016. r r • It is important that the Department receive the requested information so that we can confirm that the Decision requirements have been met. Please contact the Planning Department if you need assistance. Sincerely, 4 AL-- Rebecca Oldham Staff Planner Enclosures Notice of Decision October 7,2014 Original Traffic Report cc. Jean Enright, Town of North Andover Planning Director r i ,S..yF EC$Iv.�D FIG Town of North Andover Office of the Planning DepartmeW OCT 10 AN 8- 04 Community Development and Services Division OWN OF �y 1600 Osgood Street N�{{ DhO/� f R 9SSACHUS� !1 �tTV*�3\ North Andover,Massachusetts 01845 , SA,ANUSETTS i I NOTICE OF DECISION ThJs is to certify that on,.;, SITE PLAN REVIEW MODIFICATION have etapsed from d to of deustor,. without filing f a s l a o f.y Any appeal shall be filed Townyce l a dshaw 'sown Cla within (20)days after the date of filing this notice in i the office of the Town CleAL Date: October 7,2014 ' Public Hearings: September 2,2014, September 16,2014,October 7,2014 Date of Decision: October 7,2014 1 i Petition of: 1211 Osgood Street LLC I 1211 Osgood Street I North Andover,MA 01845 Premises Affected: 1211 Osgood Street Assessors Map 35 Lot 8 North Andover,MA 01845 i The above petition for a Site Plan Review Special Permit Modification is according to the requirements of the North Andover Zoning Bylaw,Sections 8.1,8.3, 10.3,and 10.31 and MGL C.40A,Sec.9. i So as to modify the previously approved Site Plan Review Special Permit Decision, dated January 9, 2004 and modified March 15,2005,to remove"Special Condition V,which prohibits a restaurant use on the site, and to approve reduced parking requirements under Zoning Bylaw Section 8.1.8.e,multiple use facility.The site is located within the General Business zoning district. I After a public hearing given ,n the above date, and upon a motion by Lynne Rudnicki and 2n by D. Kellogg, the Planning Board Approves the Modification of the Site Plan Review Special Permit as g P amended and based upon the following conditions.The vote was unanimous in favor. 1 / � I On behalf of the Andover Planning board John Simons,Cha an Michael Colantoni j David Kellogg Lona McSherry ATTEST: Lynne Rudnicki •-ATrue Copy Peter Boynton "Cnwu Gycrk 1 1 i s r , Town of North Andover ; Site Plan Review Special Pemlit Modification— 1211 Osgood Street October 7,2014, i I The Planning Board herein APPROVES the Modification to the Site Plan Review Special Permit Decision dated January 9,2004 and modified March 15,2005 to remove a condition prohibiting a restaurant use Pn the site and to reduce the parking requirements due to multiple uses on the site which is located in the Genera) Business Zoning District.This Special Permit was requested by 1211 Osgood Street LLC. The appiication was filed with the Planning Board on August 1, 2014. The public hearing on the above referenced application was opened on September 2,2014,and closed by the North Andover Planning Board on October 7,2014.The applicant submitted a complete application,which was noticed and reviewed in accordance with Section 8.3, 10.3,and 10.31 of the Town of North Andover Zoning Bylaw and MGL C,40A,Sec.9• The Planning Board makes the following findings as required by the North Andover Zoning Bylaws Sections 8.3 and 10.3: i FINDINGS OF FACT: 1) The specific site is an appropriate location for the project as it is located in the General Business zone and involves uses permitted within this zone. The North Andover Zoning Bylaw Section;4.1.31 allows retail establishment,office use,and restaurants within the General Business zone. 2) The use as developed will not adversely affect the neighborhood as a sufficient buffer will be provided.Landscaping has been provided around the perimeter of the property,and the applic4nt will provide under-planting screening along Barker Street. 3) There will be no increase in nuisance or serious hazard to vehicles or pedestrians. 4) Adequate and appropriate facilities will be provided for the proper operation of the proposed ul e.The project will be on Town water and sewer. (( 5) On January 9, 2004 the North Andover Planning Board voted to grant a Site Plan Review Special Permit to construct the commercial property.On March 15, 2005 the North Andover Planning Board voted to grant a modification to allow for the relocation of HVAC units and add safety bollards.The modification contains a condition that prohibits restaurant use.The condition reads"This approval is j based on the fact that a restaurant will not be included in the development.This restriction is required do to the parking spaces provided and the parking limitations of the site. If the development chooses to include a restaurant, a modification to the Site Plan Special Permit must be applied for through the Planning Department". 6) Per Section 8.1.8.e of the North Andover Bylaw, the applicant demonstrated that existing parking supply is sufficient to support a 2,094 square foot restaurant use. It was determined that the eI ected peak parking demand for uses on the site are so different that a lower total will provide adequ tely for all uses or activities. According to the Zoning Bylaw Section 8.4.a, the site would require 56 parking spaces total if a restaurant use were authorized.The applicant demonstrated that due to fluctu tions in i peak parking demand throughout the day, the peak parking demand if a restaurant were au, orized would not exceed 48 parking spaces. Including two loading zone parking spaces to the re'r of the structure,the site currently provides 53 parking spaces. i 7) The proposed Site Plan Review Special Permit Modification will not require the addition of iny new i parking spaces, changes to vehicle or pedestrian circulation, curb cuts, nor any other' on-site modifications. i i 2 I . . 1 t Town of North Andover Site Plan Review Special Permit Modification—1211 Osgood Street October 7,2014 i I 8) The applicant has met the requirements of the Town Site Plan Review as stated in the Zoning) ylaw Section 8.3. 9) The Special Permit Granting Authority makes a specific finding that the use is in harmony wij6 the ; general purpose and intent of the Zoning Bylaw. ll� Finally the Planning Board finds that this modification generally complies with the Town of Lth Andover Zoning Bylaw requirements as listed in Section 8.3.5,but requires conditions in order to bfully in compliance. The Planning Board hereby grants an approval to the applicant provided the foll wing conditions are met. PERYffr DEFINITIONS: 3 A) The"Locus"refers to the 29,620 sq.ft.parcel of land fronting Osgood Street with entrance off of Osgood Street and Barker Street. 3 B) The"Plans"refer to the plans entitled"Site Development Permit Plan",dated September 3,.2003 and revised March 9,2005,consisting of Sheets l through 7,prepared by Merrimack Engingering Services,66 Park Street,Andover MA 01810. i E 1 C) The"Project"refers to the change in use within the commercial center,unit 4 to allow a 2,094',square foot restaurant. I s I j D) The "Applicant" refers to 1211 Osgood Street LLC, the applicant for the Site Plan review Special Permit Modification. ' I � 1 E) The"Project Owner"refers to the person or entity holding the fee interest to the title to the Locus i from time to time,which can include but is not limited to the applicant,developer,and own0r. ! � i SPECIAL CONDITIONS: . I i 1) PRIOR TO ISSUANCE OF A BUILDING PERAUT A) The Notice of Decision must be recorded at the Essex North Registry of Deeds. B) Two (2) copies of the signed and recorded Notice of Decision must be delivered oto the Planning Department. I 2) DURING CONSTRUCTION A) Dust mitigation must be performed weekly, or more frequently as directed by the Town Planner, throughout the construction process. j 3 B) Any stockpiling of materials (dirt, wood, construction material, etc.) must be shown on a pan and reviewed and approved by the Planning Staff. Any approved piles must remain covered at all times and fenced off to minimize any dust problems that may occur with adjacent properties. C) It shall be the responsibility of the applicant to assure that no erosion from the construction 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 ol•other 3 Ii I I Town of North Andover Site Plan Review Special Permit Modification— 1211 Osgood Street October?,2014 off-site construction. Off-site erosion will be a basis for the Planning Board making a finding that the project is not in compliance with the plan; provided, however, ;that the Planning Board shall give the applicant written notice of any such finding and ten'!days to cure said condition. z D) The hours for construction shall be limited to between 7:00 a.m. and 5:00 p.m. Monday;through Friday and between 8:00 a.m.and 5:00 p.m,on Saturday. i 3) PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY A) The applicant must submit a letter from the architect and engineer of the project stating;that the building, lighting,landscaping, and site layout substantially comply with the plans referenced at the end of this decision as endorsed by the Planning Board. B) The Planning Staff shall review the site. Any screening as may be reasonably require by the Planning Staff will be added at the Project Owner's expense. C) A final as-built plan showing final topography,the location of all on-site utilities,structuites,curb cuts,parking spaces and drainage facilities must be submitted to the Planning Department, i 4) GENERAL CONDITIONS i A) The provisions of this decision shall apply to and be binding upon the applicant, its em�loyees, and all successors and assigns in interest or control. ' B) Two parking studies shall be prepared and submitted to the Planning Board through the Town Planner; one at a period 6 months from this decision(April,2015),and one at a period 12 months from this decision (October 7, 2015). These studies shall, at a minimum, evaluate the existing parking occupancy and vacancy, over the course of one consecutive Friday and Saturday, at I- hour intervals,from the hours of 10:00 a.m. until 7:00 p.m.The Planning Board shall review each study within 1 month of submission. On review of each parking study,the Planning Board may, by vote,require corrective action related to the reduced parking requirements in the event'that the Board finds the parking provided no longer meets the intent of Zoning Bylaw Section 8.t.�.e, C) Trash shall not be stored in any exterior portion of the property in the public eye, i r D) The applicant shall provide under-planting for the landscaped portion fronting Baker Street to provide adequate screening. Under-planting screening shall complement existing trees to�rovide a thorough visual barrier along Barker Street. i E) Should the applicant, at any time, become no longer compliant with the provisions for educed j parking outlined in Zoning Bylaw section 8,1, the applicant shall provide correctivelactions including but not limited to providing off-site or satellite parking for employees with an accompanying shuttle. F) Gas, telephone, cable, and electric utilities shall be installed underground as specified;by the respective utility companies. G) No open burning shall be done except as is permitted during burning season under t�a Fire Department Regulations. E� I 4 Town of North Andover Site Plan Review Special Permit Modification— 1211 Osgood Street October 7,20 t 4 I]) -The hours of operation for all businesses within the commercial site shall be limited to!between 6:00 a.m.and 10:00 p.m. 1) In an effort to reduce noise levels, the applicant shall keep in optimum working order ani+and all equipment that shall emanate sounds from the structures or site. Not mechanical devices which may be visible from any surrounding roadways shall be placed on the roof. J) No underground fitel storage shall be installed except as may be allowed by Town Regulations. K) Any action by a Town Board, Commission,or Department,which requires changes in the plan or design of the building,as presented to the Planning Board,may be subject to modificatiop by the Planning Board. L) This Special Permit approval shall be deemed to have lapsed October 7,2016(two years 'from the date of issuance)exclusive of the time required to pursue or await determination of any;appeals, unless substantial use or construction has commenced within said two-year.period. Substantial use or construction will be determined by a majority vote of the Planning Board. M) The applicant is hereby notified that should the applicant disagree with this decision, the j applicant has the right under MGL Chapter 40A Section 17,to appeal this decision within twenty days after the date this decision has been filed with the Town Cleric. 1 I N) Any revisions shall be submitted to the Town Planner for review. If these rbvisions are'deemed substantial,the developer must submit revised plans to the Planning Board for approval. j l � O) The following information shall be deemed part of the decision: j Plans Titled: Proposed Retail Facility ; 1211 Osgood Street North Andover MA 01845 1 Prepared for: Town of North Andover North Andover,MA 01845 Prepared by: Merrimack Engineering Set-vices [ 66 Park Street j Andover,MA 01810 [ Scale: 1"=20' d I Date: September 3,2003;Revised March 9,2005 1 Sheets:' 1-7 i I cc: Town Departments i i Applicant Abutters i I 1 5 i i 65 Glenn Street 169 Ocean Blvd. Lawrence,MAO 1843 I Unit 101, PO Box 249 Hampton, NH 03842 TI 7:978.794.1792 7:603.601.8154 EC TheEngineeringCorp.com MEMORANDUM TO: Mr. James D'Angelo, P.E. DATE: September 10, 2014 1211 Osgood Street, LLC 1211 Osgood Street North Andover, MA 01845 FROM: Rebecca L. Brown, P.E., PTOE, Senior Traffic Engineer PROJECT NO.: T0563 Samuel W. Gregorio, P.E., Project Engineer RE: Parking Impact Assessment— 1211 Osgood Street, North Andover, MA INTRODUCTION TEC, Inc. has been retained by 1211 Osgood Street, LLC to prepare a parking impact assessment for a proposed 2,094 square foot (SF) sit-down restaurant within an existing single-story mixed-use retail plaza located at 1211 Osgood Street in North Andover, Massachusetts. The site currently contains approximately ±9,110 SF of mixed-use retail space, of which approximately ±1,800 is currently vacant. A total of 53 off-street parking spaces are provided within the existing parking lot, which includes three (3) handicap spaces and two (2) loading spaces at the rear of the building. The project proposes to convert Unit #5 of the building, currently occupied by McLay's Florist, to a 2,094 SF sit-down restaurant. Concurrently, McLay's Florist would relocate to the currently vacant ±1,800 SF space within Unit #2. Based on the Town of North Andover Zoning Bylaw, a total of 31 parking spaces (15.0 per 1,000 SF) would be required to serve the proposed 2,094 SF restaurant and 25 spaces (4.3 per 1,000 SF for the 1,062 SF nail salon and 3.5 per 1,000 SF for the remaining 5,952 SF of various retail uses within the plaza), resulting in a total requirement of 56 parking spaces for the site. As the site currently contains 53 parking spaces, the existing parking supply will not i meet Town of North Andover zoning regulations for the introduction of a restaurant. i However, it is important to note that the proposed land uses will generate their peak parking demands at different times of the day. For example, the proposed restaurant is expected to experience its peak business during dinner time, when the remaining uses within the plaza will have lesser demand or be closed. Therefore, the actual parking demand experienced by the plaza is expected to be lower than that required by the Town of North Andover Zoning j Bylaw. 1 The purpose of this memorandum is to evaluate the utilization of the existing parking spaces and assess the ability of the available parking supply to accommodate the future demand with the proposed sit-down restaurant. TEC has evaluated the proposed parking demand based on Town of North Andover zoning requirements and based on standard parking demand rates published in the Institute of Transportation Engineers (ITE) publication Parking Generation, 4'Edition. The results indicate that the available parking supply will be T:\T0563\Docs\Memos&Trans\T0563_Parking i Memo.daa i Plan I Permit I Design ( Construct Mr. James D'Angelo, P.E. September 10, 2014 Page 2 of 5 adequate to accommodate the proposed restaurant use. The following provides a summary of the analysis completed to reach this conclusion. EXISTING PARKING DEMAND TEC, Inc. performed parking counts at the existing 1211 Osgood Street retail plaza to observe the occupancy of existing spaces during peak Friday and Saturday conditions. The counts were performed from 11:00 AM to 6:30 PM on Friday, September 5, 2014 and from 11:00 AM to 6:30 PM on Saturday, September 6, 2014. The total number of vehicles parked in the lot every 30 minutes was recorded during the study periods. The detailed count sheets are included as Attachment A. Figure 1 provides a summary of the results of the parking occupancy count. Figure 1: Existing Parking Demand 50 40 30 20 10 0 Sp 'S0 00 ,50 00 ,50 61 30 61 ,�O 00 + 00 ,50 61 ,50 00 41 00 Friday,September 5,2014 Saturday,September 6,2014 The parking occupancy count indicates that a maximum of 26 parking spaces are occupied on a Friday, which occurred at 12:30 PM when the restaurant is expected to experience a lower parking demand. After 5:00 PM, the majority of the existing retail land uses are closed and the parking demand significantly declines. After 6:00 PM, only 14 parking spaces are occupied on the site, leaving 39 parking spaces available for use by the restaurant when it will experience its heaviest demand. PROPOSED PARKING DEMAND As previously discussed, the existing retail uses and the proposed restaurant are anticipated to experience peak parking demands at different times of the day, effectively reducing the total number of parking spaces required to serve the site. The proposed restaurant will be open for lunch between 12:00 PM and 2:30 PM, will close from 2:30 PM to 4:30 PM, and will l� Ai Mr. James D'Angelo, P.E. September 10, 2014 Page 3 of 5 reopen for dinner starting at 4:30 PM. The majority of the existing retail uses within the plaza are generally open between 7:00 AM and 5:00 PM. Only the nail salon is open after 6:00 PM, when the restaurant will experience its peak demand. The proposed restaurant tenant operates a similar restaurant in Biddeford, Maine, where the lunch time business represents approximately 25 percent of the total daily business. As such, the proposed restaurant is expected to experience a lower parking demand during the lunch period. In order to assess the potential parking demand generated by the entire site, TEC superimposed the anticipated parking demand for the proposed restaurant upon the existing parking demand for each hour of the day to identify the total peak parking demand for the site. The parking demand for the proposed restaurant was estimated based on Town of North Andover Zoning Bylaw requirements for a non-fast-food restaurant, as well as based on parking demand generation rates contained within the ITE publication Parking Generation, P Edition. The results of this evaluation are summarized below. Institute of Transportation Engineers Parking Demand Estimate TEC estimated the parking demand for the proposed restaurant based on ITE parking demand generation rates for Land Use Code (LUC) 931 -- Quality Restaurant and supplemented by LUC 932 -- High Turnover Sit-Down Restaurant for each hour of a typical Friday and Saturday. Detailed parking demand generation worksheets are included in Attachment B. The parking demand for the restaurant was superimposed upon the existing parking demand within the plaza for each hour of the day to estimate the total demand generated by the plaza with the restaurant. j 1 It is important to note that McLay's Florists currently occupies the 2,094 SF space that is to '• be occupied by the proposed restaurant, and will be relocating to the 1,800 SF vacant space within Unit#2 as part of the project. Although the size of the florist shop will be decreasing, TEC has not taken any credit for a reduction in parking demand as a result of the reduction j in square footage in order to provide a conservative (worse case) analysis condition. i Figures 2 and 3 provide an hour-by-hour summary of the anticipated parking demand to be generated by the site with the addition of the proposed restaurant on a Friday and Saturday, respectively. t l 4 t F i i I t a i 1 -ME 1 a Mr. James D'Angelo, P.E. September 10, 2014 Page 4 of 5 Figure 2: Proposed Parking Demand (Friday) 50 40 30 20 10 0 o°,�3 PiRo°\3°R\I* �°Rlo°R��°��0°1$3°glkll e�°le lei°ego°�� ��o°�� ��o°�� ■Restaurant Parking Demand ■Existing Parking Demand Figure 3: Proposed Parking Demand (Saturday) 50 40 30 20 10 0 P, e Q4l O° ■Restaurant Parking Demand ■Existing Parking Demand ll TiEC 3 Mr. James D'Angelo, P.E. September 10, 2014 Page 5of5 j As shown in Figures 2 and 3, the peak parking demand for the plaza is anticipated to be 48 parking spaces. Therefore, the available 53 parking spaces will be adequate to accommodate the peak parking demand generated by the site. Town of North Andover ZonincLRegulations The Town of North Andover Zoning Bylaws contains off-street parking supply requirements for various land uses within the Town of North Andover. Based on zoning regulations for the General Business District, a total of 31 parking spaces (15 spaces per 1,000 of gross floor area for restaurant) are required to serve the peak demand for the proposed 2,094 SF restaurant(Per Section 8(8.1)(4)(a)). As the required number of parking spaces to serve the peak parking demand based on the Town of North Andover Zoning Bylaws is less than the peak parking demand estimated by utilizing ITE published parking demand generation rates, further evaluation of the Town of North Andover Zoning Bylaws was not analyzed. CONCLUSIONS 1 3 TEC has evaluated the existing and future parking demand generated by the retail plaza at 1211 Osgood Street to assess whether the available parking supply is adequate to accommodate the parking demand generated by a proposed 2,094 SF restaurant. Superimposing the parking demand for the proposed restaurant upon the existing parking demand for the plaza indicates that the peak parking demand for the site is expected to be 48 parking spaces. Therefore, the available parking supply of 53 spaces will be adequate to accommodate the peak parking demand generated by the plaza with the proposed restaurant. 1 f i i i I E E 1 3 fi 3i 1 3 !kt SS f } i 4 E TrEL; ATTACHMENT A Parking Inventory Location: 1211 Osgood Street, North Andover, MA Date:9/5/14 and 9/6/14 Technician:IOT Occupied Spaces Saturday, Friday,September September 6, Time 5,2014 2014 11:00 AM 17 10 11:30 AM 21 15 12:00 PM 23 17 12:30 PM 26 14 1:00 PM 22 13 1:30 PM 18 16 2:00 PM 21 14 2:30 PM 16 17 3:00 PM 17 7 3:30 PM 14 13 4:00 PM 17 12 4:30 PM 20 8 5:00 PM 21 10 5:30 PM 19 5 6:00 PM 14 1 12 i I ATTACHMENT B Parking Demand Assessment Project: Proposed Resturant Development-1211 Osgood Street, North Andover, MA Date: September 9,2014 Analyst: TEC, Inc./Samuel W. Gregorio, P.E. Source: Institute of Transportation Engineers-Parking Generation -4th Edition Institute of Transportation Engineers (ITE) ITE Land Use Code (LUC) 931 -Quality Restaurant Land Use: Quality Restaurant LUC: 931 Size 2,094 SF Average Peak Period Parking Demand: Friday: 16.4 vehicles per 1,000 SF X 2,094 SF= Rqvehlcles vehicles Saturday: 16.4 vehicles per 1,000 SF X 2,094 SF= Town of North Andover Zoning(Off-Street Parking Requirements): Friday: 15 vehicles per 1,000 SF X 2,094 SF= 31 vehicles Saturday: 15 vehicles per 1,000 SF X 2,094 SF= 31 vehicles Parking Demand-Time of Day Distribution Fri ay Saturday -Percent of Percent of Time Peak Demand Peak Demand 11:00 AM 20% 7 20% 7 11:30 AM 20% 7 20% 7 12:00 PM 61% 21 61% 21 12:30 PM 61% 21 61% 21 1:00 PM 75% 26 75% 26 1:30 PM 75% 26 75% 26 2:00 PM 52% 18 52% 18 2:30 PM 10% 3 10% 3 3:00 PM 10% 3 10% 3 3:30 PM 10% 3 10% 3 4:00 PM 37% 13 63% 21 4:30 PM 37% 13 63% 21 5:00 PM 30% 10 1 80% 27 5:30 PM 30% 10 80% 27 6:00 PM 60% 20 100% 34 6:30 PM 60% 20 100% 34 7:00 PM 63% 21 93% 32 7:30 PM 1 63% 21 93% 1 32 8:00 PM 1 100% 1 34 1 70% 24 Note: Percentages assumed to be lower than ITE rates based on restaurant hours Percentages based on LUC 931 for Frida Percentages o ame rom ig - urnover(Sit-Down Restaurant] T:\T0563\Tech\T0563_Parking Demand CalculatiorSheet 1 of 7 ATTACHMENT B Parking Demand Assessment Project: Proposed Resturant Development-1211 Osgood Street, North Andover, MA Date: September 9,2014 Analyst: TEC, Inc./Samuel W.Gregorio, P.E. Source: Institute of Transportation Engineers-Parking Generation-4th Edition Friday Parking Demand Saturdaf Parking Demand Time Restaurant Existing Total Restaurant Existing Total 11:00 AM 7 17 24 7 10 17 11:30 AM 7 21 28 7 15 22 12:00 PM 21 23 44 21 17 38 12:30 PM 21 26 47 21 14 35 1:00 PM 26 22 48 26 13 39 1:30 PM 26 18 44 26 16 42 2:00 PM 18 21 39 18 14 32 2:30 PM 3 16 19 3 17 20 3:00 PM 3 17 20 3 7 10 3:30 PM 3 14 1 17 3 13 16 4:00 PM 13 17 30 21 12 33 4:30 PM 13 20 33 21 8 29 5:00 PM 10 21 31 27 10 37 5:30 PM 10 19 29 27 5 32 6:00 PM 20 14 34 34 12 46 6:30 PM 20 10 30 34 10 44 7:00 PM 21 10 31 32 10 42 7:30 PM 21 5 26 1 32 1 5 37 8:00 PM 1 34 5 39 1 24 5 29 Peak Weekday Parking Demand:1 48 Peak Saturday Parking Demand: 46 T:\T0563\Tech\TO563_Parking Demand CalculatioCheet 6 of 7 Location No. Date AP • - TOWN OF NORTH ANDOVER v • fLED j . • � ,. Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fees�7,7/, $--57z/'p TOTAL $ Check/L �' -7 n f Building Inspector G � Q 6 NORTH w. 1 f O`�t LED 16 q•r� 0 o TOWN OF NORTH ANDOVER RAtED SIGN PERMIT A� l' .�y 'VS CH DATE: September 22, 2015 PERMIT: 003-2016 I THIS CERTIFIES THAT HSK Proprties, LLC has permission to erect a sign on 1211 Osgood Street a directory sign 16"x110" with four businesses listed — The Soul House — Allstate- V&V Nails- Lots of Eats provide that the person accepting this Permit shall in every respect conform to the terms of the application on file in this office, and to the provisions of the Codes and By-Laws relating to the Sign Regulations in the Town of North Andover. Violation of the Zoning of Sign Regulations, Section #6, Voids this Permit. ! INTERNALLY ILLUMINATED SIGNS ARE PROHIBITED Inspect=or of Buildings Receipt 29386 Amount Paid:240.00 Check 1054 I • I�A1� 1600 00d Street Ba Rding 209 Suite 2-36 'tR}®Ili'NORM AiQWVM • Date: Name of applicant who Is purchasing the sign_'6�5 TIeS �.Le Site Ownw !-_�' t �ieO�L,�T/�S� I phone#of applicant who Is purchasing the slgn z�;l7� Site Address a �5 6D4 /U. Name of sign company�[lJ�iJ� z' hone DK/2 IPnn�➢ I Size ofProposed Sign A - Illumination: a)Not dllu mbuited 4 E�5.1 N z s-5 How attached! a)Against the wall b)Internally illuminated \�Z115r b)Roo c)GroundXc)Extetnally Muminated _ � d)Other Materials: G o .r}�i L !4 i 5Pe---� Proposed Colors: Background ic1 f{/7'E ��� -Te;1>4 Lettering ,f3LiJE Bordercost of SignoZ O© --- lb 1-1 J. — topVhso building , No permanent/temporary sipshall be erected, Fhotogtaphe of building application on the,a ro nate for or enlarged oriel an Material sample Pp p fiuntshed by the Sagn Office has been filed with the Sign Officer containing such information including photographs,plans I Color sample and scale drawings,as he may require,and a permit for such erection,alteration, Site or Plot Plait(Required for.all freestanding signs) or enlargement has been issued by him. Such permit shall be issued only of OdICDrawings c proposed Sign Sign Officer determines tient the sign complies or will comply with all 'spm' ` applicable provisions of the By-Law. Will sign overhang any public road or walkway Yes( ) No pj 1,Iqzz Y ��"��C Las If Yes,Name of Agency who will provide liability insurance: I AN 1NCOWLETE APPLICATION WILL NOT BE ACCEPTFD ]DATE FILER: Receipt# Check# Revised 10.31.2006Form sign Pem*Apprwation SIGNATURE OF APPLICANT .APPROVED BY mPRA -Omml� r ;x A.L. f � 1211 1 AA AddPOP!7� _.. _ rMi.,..� 1 i _ BELL LL r THE SOUL HOUSE) Q) Allstate KURT R.WICKS 978-984-5640 CV&V NAILS LOTS OF EATS -- ..t ---- t"r .r 7' Double sided existing directory OR- Replacing attached signs Alupanel with vinyl lettering Size: 16" x 110" 77 w + ' 1 � .. �."'.9:'•'f'���I=}: _+. y�i�!•,N,., .�r�re�>i'x>;t:y'�. � ,.tl••�,�,,,�y,r• � _,;.^. r � �-�-�3-:• � wit•y i 3�il. Vii rr af7. ..� �. :�¢, F Pla Air- Nr rp f" r.. ( S TOWN OF NORTH ANDOVER Final Design Affidavit Project Number: 0404042 Project Title: 1211 Osgood Street Retail - Shell Building Project Location: 1211 Osgood Street, N. Andover, MA Name of Building: Osgood Commons Nature of Project: Shell Building for future tenant fit-up In accordance with Section 116.0 Registered Architectural and Professional Engineering Services-Construction Control of the Massachusetts State Building Code, I, Gregory P. Smith, Registration No. 8688 being a Registered Prefessienal EffgiReer/Architect, HEREBY CERTIFY that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: k Entire Project Architectural_XXXX_ Structural Mechanical Fire Protection Electrical Other(specify) • FOR THE ABOVE-NAMED PROJECT, AND THAT SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE 780 CMR MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRACTICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I HAVE PERFORMED THE NECESSARY PROFESSIONAL SERVICES AND EITHER MY REPRESENTATIVE OR I HAVE BEEN PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND - PERIODIC BASIS TO DETERMINE THAT THE WORK HAS PROCEEDED IN ACCORDANCE WITH THE DOCUMENTS SUBMITTED FOR THE BUILDING PERMIT, AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2.2 1. Review for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the state of construction to become generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. I AM SUBMITTING THIS FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. �v\S�ERED qq�y/T Signature and Stamp (no facsimile) Ry P. No.8688 ti o NORTH ANDOVER, y MA. �J 9�410F MaSSP SUBSC BED NDS TO BEFORE ME THIS DAY OF 2005 MY COMMISSION EXPIRES NOTA Y P LIC r OFFICE OF BUILDING INSPECTOR' TOWN OF NORTH ANDOVER _ CON$TRU T_W CONTtRdL PROJECT NUMBER a 94, _PROJECT TITLE- ��.��-, ���� �e�2. LOCATION• 4a "' f.//�U �.: /O r�/ b Si @;-f- PROJECT f�f MANE OF BUILDING:,_ Il e .ate NATURE OF PROJECT: /�),oe tN CE 1 ii OF E.MAtaSACHUSETTS STATE BUILDING CODE, REGISTRATION NO.'� �( OEM A REGISTERED PROFESSIONAL ENGINEERIARCHTECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS. COMPUTATIONS AND SPECIFICATIONS CONCERNING' E0TIM PROJECT Q ARCHITECTURAL a STRUCTURAL o MECKAMCAL D FIRE PROTECTION _ ELECTRICAL OTHER(SPECIFY) FOR T1iE ABOVE NAMED PROJECT AW THAT.TO TIE 8E8T OF MY KWMU'GE SUCH PIANS, COMPUTATIONS AND SPEC,FICATIONS MEET THE APPUGABLE PROWSION OF THE MASSACHUSErM STATE SURDING CODE.ALL ACCEPTABLE TABLE ENGINEWUMG PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOS90%M AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND 6 EPRESENT ON THE CONSTRUCTION STTE ON A AEGUTAR AND PERIODIC BASIS TO DETERMINE THAT THE WORE(IS PRCCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APMOV®FOR THE BUILDING PERMIT AND SMALL BE.RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 1160 1. Ro+tew,for CCflfalmatce to Uta design concept,shop drawings,samples and outer aftnittSis wdich are sub"M M by the oontractor in s000rdencye wO the.requirements of the con tnichon docutnenbL z Review and approval of the quality*Y*ol procedures for all cede-roqulred cont#glted materials. 3. tae pttwk at InmvNs ggxnpda%to the ttge of cotlsbvation Wo,bei,gerafally famiiar WtMtfQte p"rM SW qw ty of the vwc and to determine,In Wivmt,N tate wark is being performed in a manner consistent with the conatruc bon documents. O A J •S T z1L <';- z'`G PURSUANT TO SECTION 1163 3 1 SHALL SLIWIT ,A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER Opt INSPECTOR. UPON COMPLETION OF THE WORK,I SHALL SUBMIT A FINAL REOPORT TO H SATISFACTORY COMPLETION AND READWESS.OtF THE PROJECT FOR Su„ M TO BEFORE ME TH18DAY OF Tu oZ U g NOTI�UY HL / MY LOMMISSI �Xi�lf3FrS�o�T�a zoo NO 164n WH�;�Z:60 t7Od2! qO `100 JT Z�6f;!;7 3 -T: `ON XH- NAL V14}" W iii �21� OFFICE OF BUILDING INSPECTOR i TOWN OF NORTH ANDOVER ass r CONSTR1JCTlON CONTROL PjmECT NUM8ER• i j ,y PROJECT TIETL ` P -e i 1 / (. /°. �'i%3� A PROJECT LOCATION, /dam y �� ���4' •. ni`t� �6 N f- NAME Of BUILDING: NATURE OF PROJECT: Z,2 � IN R CE N !f 11 of E.MASSACHUSETTSSTATE WLOINGCODE, 1 �r�L� ! 1H�. REC31STFi/1T10N NO.��•,L.,_ BEING A REGISTERED PROFESSIONAL.ENGINEEWARCNITECH KCREBY CERTIFY THAT I HAve PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESICAN PLANS. C-3MPIITATIONS AND$P encATIONS CONCERNING' F.WJRE PRWECT U ARCHITECTURAL 3J STR CIURAL Q ME00MCAL 0 nP.--S*W—ICTIOPI ELECTRICAL O OTHER(SPECIFY) FOR THE ABWE NAMED RROJECT AND THAT,TO TME BEST OF MY KNOW.ZGE.SUCH PLAN% COMPUTATIONS AND SPECIFICATIONS MEET THE APPLIGOLE PROWWOR OF THE MASSACHLV'EM STA-m BUILom CODE,ALL ACCEPTABLE ENGINI=ERING PRATICES. AND APPLICABLE LAwS AND ORDINANCES FOR THE CR0088EB USE ANS OCCUPANCY. 1 FURTHER CERTIFY TMAT I SHAG pERFORM THE N5cESSARY PROFESSIONAL SERVICES AND 6 EpREMU ON THE CONSTRUCTION BITE ON A REGULAR AND PERIODIC IIASIS TO pETEWNE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPMM FOR THE WILDING PE OW AND Sti41L Be R€SPONSIBtE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Rlsrlew,for mda"rarm to ft clean ammpt,shop draMMrrps,samples and other sa n*lals which are submittw by tine oonerac w in a000ndanae with the requharnents of the eorr kwbon doduner fs. Z. Review and approval of the quallty oontroi pmeedtmes cr all code4eclulml corltralled materials. 3. Bepow w at h4mvats appropriate to the stage of wnstarction b.be 0.gpnm tly buffvlr wghdtlt8 prll gnm and gtwfty of the work W4 to deterfrrtns.In gnergt,It the vrark is being pedom and in a mariner conamterrt with the construclion documents. PURSUANT TO SECTION 1163.2 I SHALL SUBMrT 1 .—A'PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER INSP UPON COMP-IETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT TO SATISFACTORY COMPLETION AND READINESS.OF THE PROJECT FOR AN SWORN TO BEFORE ME THIS � DAY OF N�bTARY I eta 4� t eOMlulissl- IfXi�iRES = ' 1 W" ;. 200 'J wdga80 60/08/60 � -: . J cyr ;'T tY � O _.. ANAL id WFi�-�:btu t7002Sty 'i�C 9 T T�ebs`-'Et3Z t: '(3N XtiA TOWN OF NORTH ANDOVER 400 Osgood Street r'2 �I DSC-s( A s- c -r SIGN PERMIT APPLICATION C2� I Qcp ST Site OwneTel #V 0 'AW A p p I I c a nt.L/M Ileb T> T%jRS'j IF 12lf OSCoMP -ST R u C Site Address r2-1 0-C6(%2 /'1 A Size of Proposed Sign 1—l"WIN" Map 3� Parcel #8 Estimated Cost of Sign , 00 -N I How attached: (a) Against the wall ( ) Illumination: (a) Not illuminated ( ) (b) Roof ( ) (b) Internally illuminated c (d) Otherd � (c) Externally illuminated" ) � Proposed Colors: Background Materials: L_UMIA/(441 Letteringev LE SnFggv Border t Required Attachments: No permanent/temporary sign shall be erected, or Photographs building enlarged until an application on the appropriate form Material sample furnished by the Sign Officer has been filed with the Color samples Sign Officer containing such information including Site or Plot Plan (Required for all free-standing signs)-2, COPIES photographs, plans and scale drawings, as he may Drawings of proposed sign require, a permit for such erection, alteration, Other, specify or enlargement has been issued by him. Such permit shall be issued only if the Sign Officer determines that the sign complies or will comply with all applicable provisions of the By-Law, Will sign overhang any public road or walkway: Yes ( ) No X If Yes, Name of Agency who will provide liability insurance: AN INCOMPLETE APPLICATION WILL NOT BE ACCEPTED. Date Filed: ` Signature of Applicant 7 09/16/2005 10:45 FAX 9786885717 GSD-ASSOCIATES.2300 Q002/002 GSD Associates, LLC • 148 Main Street,Building A,North Andover MA 01845 Tel: 978 688 5422 Fax:978 688 5717 Web:www.gsd-assoc.com Computer Aided Design • Architecture • Planning • Interiors • Development Consulting September 15, 2005 Mr, Mike McGuire Building Inspector Town of North Andover 400 Osgood Street North Andover, MA 01845 RE: Code Review for 1211 Osgood St Retail Center, Dear Mr. McGuire, Per your request I have provided the information related to the fire separation requirements between the tenant areas in the building. Please review and feel free to contact me if you have any questions or concerns with the information contained. Building Summary: As you are aware, the building is a wood framed building meeting the requirements for a Type 5B Combustible Unprotected construction type. The entire 1 story building is approximately 9,200 sf in size. The building is fully sprinklered in conformance with NFPA 13. The building is fully accessible for fire access around the entire building. Table 503 provides the basic allowable height and area calculations for the building at 1 story, 20 feet, and 4,800 sf in area assuming an M —Mercantile use group which would be the most restrictive of the types of occupancies contemplated at this time. This basic allowable area is increased by 200% or 9,600 sf due to the fact that the building is sprinklered (Section 506,3). The perimeter access by the fire trucks allows for an additional 150% increase. (Section 504.2) with the total allowable area of the building at 4,800 + 9,600 + 7,200 =21,600 sf of allowable area for this building. Therefore the building at 9,200 sf is significantly less than the allowable area. (Section 313.1.1) allows for different uses and areas to be unseparated if the area calculations above for the most restrictive use can be met. As the calculation shows, the building is in compliance to allow for non separated uses that are as restrictive or less restrictive than the M— Mercantile use. For example, a B—Business is less restrictive since its basic allowable area is 2 stories and 30 feet and 7,200 sf. Therefore no separation is required between the tenants that meet this requirement. Another location that requires separation of the tenants is found in Table 602"Fire Resistive Ratings of Structural Elements"Item 4 Fire Partitions/Tenant Separations allows for a 0 hour rating for tenant separations. Furthermore,the code allows for fully sprinklered buildings to decrease the fire separations by 1 hour if the building is fully sprinklered, Therefore, as we discussed, it is our opinion that the tenant separation walls are not required to be full height to the underside of the deck, or be fire rated. I hope you find this information in order. Please let me know if there are any questions regarding this information. Sincerely, GSD Associates, LLC Gregory P, Smith,AIA Architect/Manager cc: Jimmy D'Angelo, Frank Terranova 1211 Osgood St Limited Partnership 09/16/2005 10:45 FAX 9786885717 GSD-ASSOCIATES.2300 IA001/002 GSD Associates, LLC ` `• 148 Main Street.Building A,North Andover MA 01845 Tel:978 688 5422 Fax:976 688 5717 Web:www.gsd-assoc.com Computer Aided Design • Architecture • Planning • Interiors • Development Consulting FACSIMILE COVER SHEET FAX NO. 978-688-9542 DATE: 09-16-2005 TO: Mr. Mike McGuire-Building Inspector COMPANY: Town of North Andover FROM: Manny Jasus PROJECT: Code Review for 1211 Osgood St.Retail Center. PAGES/ENCL: 2 incl.coversheet Dear Mr. McGuire, Attached please find a Code Review for the 1211 Osgood St.Retail Center in North Andover,Massachusetts as provide by Gregory P.Smith,Architect,GSD Associates. If you have any questions regarding this information,please give us a call. Sincerely, GSD ssociates Manny asus cc: file GSD Associates, LLC �qq - 148 Main Street, Building A, North Andover MA 01845 (� r Tel: 978 688 5422 Fax: 978 688 571 7 Web:www.gsd-assoc.com • Computer Aided VJi jn • Architecture • Planning • Interiors • Development Consulting TO: DATE: 4 JOB NAME AND #: 1-2 fl 0'�oQ-r-> !�I�e1r. l TIME START: : `- TEMP:C1 WEATHER: D V CST LOCATION: 1-2-11 OS6a#T2 JV TIME END: r SERVATION PROJECT MEETING REPORT ........I.......... .........1... , , t , ....! .. .........,i........11 _.yi .... ...,.�... 1044 E . e ...1 > $� . .. ... ..... .... ... "'; c�.,p yV► ; G.Gt? �1P_EWA (C .IoIVJ'I S ......AALt 1.9. 60AJT✓�tl`lfl�(_5 . ���►►�1 1 E ST A. 1 _ 1 i I 1 1 I t i i { E I I E 3 r -- C : i . CE I I ? T1 F ; ? I 1 1 1 1 { i ! I 1 1 i I 6 -6 �� A . 1 ..!._ _ ..I' 1 l ...1 ....3..........I ... :.... ... ..3 _.....3... J t.. ....J__....1. .. .. ... .. .. .....i... .. t. .. .. ..I.. .i .. ... ...... 3 i ! 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'� tt��, t ;S:f�` '�Sy �u, �a`'e._ Q?e+ua�.,.,w... ,E f3� - W .. 1 � »w>w.rFo a1:•, •, ' 64 will- man �h; r t` t,,s ;5 °s"' ..,�; — ;t",SR�r,�. aY ,.kms, , , 1 .sv�. t '\ 1110 v dtiiN NZ ,ya 1,Ell R MICA p�g aR . m ' t:' ate/% y�sa� ,y.-,hY r •,' x s r ,Y ." ��- 'ams.•_ �. b Or o' raa `!X ;"Af 4 sr Tim OWN, am ' r r p — Al ` kZib t�� 7a RE 0 � t� 4, Ali, �$:� ll, J11 WWIA g f 1, 51 FI I k�" Y'F�i E .C" Yak ?L r • ''�a� fi g �' >s I $': fs $ r y. A � Xy'�'MV-9 fl'� 3 1 +`�.Y ° € r"• -:?. �2- o � 040, "N Q W—n a $ .Lk;}9 F mr TT ji kt M tl x f .yM NIMUr loll rMlWARN iztz ; MmO MICRON!! Ef ' s h all ted'Oman toy Pk 46 l �x y {'Aa itr �'- �"i q '' -g t}'t tow t . L .: � ,•" � z.' r 7 3 §3�.z 343 T�� $ �a y r' /"^ ,'" . 'M oil a yam.q A too IV SA'S, s"l {4 S 4'7.,f ot Am ism ":W d BW ENKA No fla Log j { 1 ^� - fix✓ - 1`\4 .rEa'i.. koabrR t ' § oil . x �RRIivg N .� 'fid .2' gs3 ,tea os( .ref'` itFf r i r p ,t '��y.^�♦' -"NX a% �+( CD �> yr G r a r x S S 5' • ••• - 1• 1 GG: MOW- lue- rr 2g GSD Associates, LLC ' . 94212 ain Street, Building A, North Andover MA 01845 Tel: 97 Fax: 978 688 5717 Web:www.gsd-assoc.com • Computer Aided Design • Architecture • Planning • Interiors • Development Consulting TO: ?7& 954-7r T74 4 DATE: ]OB NAME AND #: 21 � 0 5T, )V ��o �RT�%C/O✓v� o �( / /f TIME START: 2 :TEMP: WEATHERLOCATION: x Mlp TIME END: 2 ` M SITE OBSERVATION/__ T ` � /71'f .. ... .. / AfrYt . ... 7. F A,ee'-1zb-W 7'2t15� iFe; o/ZSR '? r�� Dp 2 rUI2 ,.O.ty -r/rE- , rAl2-0. , �o� itiL� : �G� GW. SET, /s; T'✓ � � t f'� wado _r�o� ,�E�G �,. .1���-S ,�pT Ari a t-� , �ra�;- ' C/1,r . .. U 'U L Er . .. LAG �N 6 I>.. /l.�r........ .. l ,�'....... E�T'L -t, 6ae All V 61 , ...... ...i.. .. ... ...... t .. ...� ..... ... .�. .., ..., ,.... , ........ ... .. .. .... ....., .. ...... THE - ?CrbNE .0T/z vSS ?U 77A1 k'65 occ�T7bA b ; M � 2! � '=�Tl✓�; <-uf�[.t,� !�-;.��aJE%GLy'_�h�fJT�,���� y l�0Ut34�E ; s'i,v��:�. p.0.4 e .� •7. o e1z'e7E /mss ;colo" v iN 7"Eiv tiT E v�' Fl /"iS,H f Gu -f w . .. -,12 pe , a 7� .... : 12 u�T T2s ;7i/S, Gift ' AS ; , , �-r3 , N I�I'�`►5 f✓CDI,�Ld`V /L'. jll ��E}c'7✓A lt7 �TIZ v«', i lF . A , eipp'pelt; f flv ,f3 c',V E t `r', 41 07 IT Recorded By ( �, G�O/l�iJ �ih/fYi� Reviewed by &5e Page No: GSD Associates, LLC ' 148 Main Street, Building A, North Andover MA 01845 Tel:978 688 5422 Fax:978 688 5717 Web:www.gsd-assoc.com 4W Computer Aided Design • Architecture • Planning • Interiors • Development Consulting September 15, 2005 Mr. Mike McGuire Building Inspector Town of North Andover 400 Osgood Street North Andover, MA 01845 RE: Code Review for 1211 Osgood St Retail Center. Dear Mr. McGuire, Per your request I have provided the information related to the fire separation requirements between the tenant areas in the building. Please review and feel free to contact me if you have any questions or concerns with the information contained. Building Summar As you are aware, the building is a wood framed building meeting the requirements for a Type 5B Combustible Unprotected construction type. The entire 1 story building is approximately 9,200 sf in size. The building is fully sprinklered in conformance with NFPA 13. The building is fully accessible for fire access around the entire building. Table 503 provides the basic allowable height and area calculations for the building at 1 story, 20 feet, and 4,800 sf in area assuming an M — Mercantile use group which would be the most restrictive of the types of occupancies contemplated at this time. This basic allowable area is increased by 200% or 9,600 sf due to the fact that the building is sprinklered (Section 506.3). The perimeter access by the fire trucks allows for an additional 150% increase. (Section 504.2) with the total allowable area of the building at 4,800 + 9,600 + 7,200 = 21,600 sf of allowable area for this building. Therefore the building at 9,200 sf is significantly less than the allowable area. (Section 313.1.1) allows for different uses and areas to be unseparated if the area calculations above for the most restrictive use can be met. As the calculation shows, the building is in compliance to allow for non separated uses that are as restrictive or less restrictive than the M—Mercantile use. For example, a B—Business is less restrictive since its basic allowable area is 2 stories and 30 feet and 7,200 sf. Therefore no separation is required between the tenants that meet this requirement. Another location that requires separation of the tenants is found in Table 602"Fire Resistive Ratings of Structural Elements"Item 4 Fire Partitions/Tenant Separations allows for a 0 hour rating for tenant separations. Furthermore, the code allows for fully sprinklered buildings to decrease the fire separations by 1 hour if the building is fully sprinklered. Therefore, as we discussed, it is our opinion that the tenant separation walls are not required to be full height to the underside of the deck, or be fire rated. I hope you find this information in order. Please let me know if there are any ons regarding this information. RED ARS Sincerely, s� �iTF GSD Associates, LLC ��,�Q�GORv P. No.8688 NORTH ANDOVER. rc, �A Gregory P. Smith,h t ,AIA Architect/Manager R tEIVED cc: Jimmy D'Angelo, Frank Terranova 1211 Osgood St L Partnership G �/ SEP 19 Zoo BUILDING DEPT. GSD Associates, LLC -- „r , 148 Main Street, Building A, North Andover MA 01845 Tel: 978 688 5422 Fax: 978 688 5717 Web:www.gsd-assoc.com Computer Aided Design • Architecture • Planning • Interiors • Development Consulting LETTER OF TRANSMITTAL FAX NO. DATE: 8-3-05 TO: Mike McGuire COMPANY: North Andover Bldg Inspector FROM: Gregory Smith, AIA PROJECT: 1211 Osgood St. PAGES/SNCL: 3 including this cover Mike, Attached is a report from the structural engineer for the 1211 Osgood Street Retail Project. He has reveiwed the structural framing of the building as well as prepared a detail for a truss support condition at 4 locations on the building. Please call if you have any questions 978-688-5422 x203 Sincerely, GSD Associates (QA� RECEIVED (?�r AUG 4 2005 Architect BUILDING DEPT. cc: Brant B @ TEC 4/Au�Y,9-2005 01:55pm From-CBI CONSULTING 6174642971 T-989 P.001/002 F-177 a .r" RECEIVED ICIBil AUG 4 2005 Inc BUILDING DEPT. FIELD REPORT #1 PROJECT: 1211 Osgood Street ........... .....11•:....... .. ........... CBT JOB NO: 05080 c �h F Ramey .................. r,� M«hael:, I;Ilrr Waync R. Lawaan INSPECTOR: Frank Lagodimos, P.E. DATE: July 27. 2005 CONTRACTOR: Torphy Construction SITE LOCATION: North Andover WEATHER: Sunny, 90° ATTENDEES: Jamie DISTRIBUTION: Greg Sralth, GSD Associates, Fax: (978) 688-5717 Files CONSTRUCTION ACTIVITIES/OBSERVATIONS CBI visited the above referenced site to observe the progress of construction. At the time of the visit, the exterior walls had been completely erected and . sheathed, erection of structural steel had been completed and all roof trusses had been installed. Interior shear walls had been partially constructed but were not yet secured to the roof diaphragm. The installation of roof sheathing was approximately 75% complete. The overhanging roof truss issue along the front column Iine referred to in a field report by GSD Associates, LLC dated July 26, 2005 was reviewed. The double 2x6 top plates are not sufficient to support the end roof truss in their current configuration. Please refer to the attached hand sketch for repairing the overhanging condition. ,U Por�hQ•stc•r A,cna.• e++peti—'a 0+ R...;in"i, FC,LJjao N 1>1 050727 FIELD REPORT t 61 7 268.At)/( f 6 17 -16.1 ?47 i cbt 198.1,om i 08/02/2005 TUE 13:54 [TX/RX NO 5480] la 001 Aua -2005 01:55pm From-CBI CONSULTING 6174642971 T-969 P.002/002 F-177 >k CBI CONSULTING INC. JOF 250 Dorchester Avenue SHEET NO..-„ OF BOSTON, MA 02127-1835 Phone: (617) 268-8977 CAtcUTATEDBY4 - _ DATE d rax: (617) 464-2971 CHECKED BY— BATE— — SCALE • F i 00 ..._ .. . .. . . . .�,� ate:.. .. ,.. . . . _.. i- i •r • t : i .. _ ; .. .. .. 1 i Sc 4 i •-_ L .. .:..__.._. 4_ . 4 . ......... ... ODLi�AI.1 t@f(91f SIY61 ffi]•11Pap1tl� � � ; I 08/02/2005 TUE 13:54 [TX/RX NO 5480] la 002 GSD Associates, LLC ' . 148 Main Street, Building A, North Andover MA 01845 Tel: 978 688 5422 Fax: 978 688 5717 Web:www.gsd-assoc.com • Computer Aided Design • Architecture • Planning • Interiors • Development Consulting `r< TO: DATE: 71CIP L995 JOB NAME AND#: 1211/ 056000 5,r 'e,FlA/L ' S TIME START: ��: 30 TEMP: lJ a WEATHER: 5u /)tq LOCATION: 11211 056000 /y, TIME END: SITE OBSERVATI RT ........... ..._. . .. .. . .......... .. .. ......... t 1 lAl ¢Ct_p:. _ Es._ or .✓u,�, I , tt t I 1 I „ 4 i i 1 , I t t , , I i t , ---........rc is v. � �s ;E � ; ri � +n SUS / 1Evi Env 1 f f t I t 1 f i I f t t I Yy} 1 1 1 I 1 1 i Y i I i 3 ....i..... ...+r... ................L...... ..... i........I... .1_.........i ...t.. .. ....i........L... .... ... .. .. 3 .. .. ......1... ......i...... ..... .. .. . c : L) CE RCE ED i. t .b Iron,. I I 1 1 i i i 1 I 1 i i I JUL ...1. 7'2005 i i f 1 I 1 1 t 1A ...... ; ,..._ A ..i A........_t ..... .... ..... ... .J ....1 ..I .... ; L.. I ..... ... ..�.._�� , •: r ILI) r4G pE s i 1 1 1 E � + i 1 t i F 4 1 1 1 i 3 1 1 1 1 i i .... ... .. ..' I......... 1 i ... ... .. .. ... c ..�.. .. t i f f i f , 1 i i a t ,. i ! t .. .... _i.. f i t i ..... ... .. i .. .._. .... .. .. ._ .. ... .... ... -•._ {,.1'A./._/.....l t— K 15..' yJ. 4—/F .....*I :.(..1•." ".474,.1. �._'�1/j.5, ...... 1.��..OD..I ... �/. ...N; 6-77 .. I t t 1 I I I 1t t , ftllt IIII F , I i 1.. t 3 , t . ... i a , ;TSF I f , V 6" 7—es-4i vG 4/4 7r9t ; . 7,� 3 1 1 ...... 1 1 1 I 3 ! ! 1 1 1 1 1 I 1 1 1 1 1 i I I f i I I 1 1 1 f i f i , Recorded By `�� Or eviewed by Pae o: NORTH Tovm' Of _ over 0 .,And No.QY3 ® dower, Mass. d A01 0D4 T - 1 COC LA E MICMEwICK %S RATED �i BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System THIS CERTIFIES THAT 1.4.['....066000 Si R.+../r0 h P�.y �OAS� . `I'D10 u, �,` DING INSPECTOR BUIL ..... .... ..................... ..... .................... ......... "' ""' Foundation has permission to erect.......... buildings on.0 11 1�,Ist 1 1 1 /. /.. �. ........................ .... Rough to be occupied as... i 0................�e�'�1 S f1a�� Op 4.....1.510k Chimney ...................................................... . .. . . . . . ............ ... _ provided that the person accepting this permit shall in everyrespect conform to the terms e application on file In Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings In the Town of North Andover. 3 s/a PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough F1 So Co M �. Final � 'e. � �6 , PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR �mN�l-ro UNLESS CONSTRUCT ON PTAUS Rough 'fooComa ..........A.. .... Service C s BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough nal No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. RTIy T6wn o _4Andover 0 -;. No. 2� 3 dover, Mass., o�Tot3o 4 T 0 - CAKE COC NIC NE WICK V 7�ADRATED O`? Cl) SSACHUS� FOR EXCAVATIONAND FOUNDATION THIS CERTIFIES THAT ..�. .��.. e :�..+ r . �, ..,� TIIM.!P '� . , !9. '.!!1�j................ has permission to excavate and pour foundation at .........1100 L6al ................ for the purpose of..Cq"..... . . .. �� v..O ... .. ............. The person accepting this permit must return to1he office of theluilding Inspector a certified plot plan show of building thereon before Foundation will be inspected. VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS The holder of this Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. I J1 SEE REVERSE SIDE BUILDING INSPECTOR NORTH qy Joni ng Bylaw Denial Town Of North Andover Building Department • 9' -=� 400 Osgood St North Andover, MA. 01845 3u Phone 87848841545 Fax 878488-9542 Street j67 Ma Lot: 3 v Request Date: � � a � o s Please be advised that after review of your Application and Plans that your Application is DENIED for the following Zoning Bylaw reasons: Zoning Item Notes Item Notes A Lot Area F Frontage 1 Lot area Insufficient 1 Frontaae Insufficient 2 Lot Area Preexisting 2 1 Frontage Complies c%a 3 Lot Area Complies 3 Preexisting frontage 4 Insufficient Information 4 Insufficient Information B Use 5 No access over Frontage 1 Allowed G Contiguous Building Area 2 Not Allowed 1 Insufficient Area 3 Use Preexisting 2 Complies ti> 4 Special Permit Required K w S 3 Preexisting CBA 5 Insufficient Information 4 Insufficient Information C Setback H I Building Height 1 All setbacks comply `i e=5 1 Height Exceeds Maximum 2 Front Insufficient 2 Complies > 3 1 Left Side Insufficient 3 Preexisting Height 4 Right Side Insufficient 4 Insufficient Information 5 Rear Insufficient I Building Coverage 6 Preexisting setback(s) 1 Coverage exceeds maximum 7 Insufficient Information 2 Coverage Complies D Watershed 3 Coverage Preexisting 1 Not in Watershed c. 5 4 Insufficient Information 2 In Watershed j Sign 3 Lot prior to 10/24/94 1 Sign not allowed 4 Zone to be Deternined 2 Sign Complies 5 Insufficient Information 3 Insufficient Information E Historic District K Parking 1 In District review,required 1 More Parking Required 2 Not in district 2 Parking Complies '- S 3 Insufficient Information 3 Insufficient Information 4 Pre-existing Parking Remedy for the above is checked below. Item * Special Permits Planning Board Item # Variance Site Plan Review Special Permit Setback Variance Access other than Frontage Special Permit Parking Variance Frontage Exception Lot Special Permit Lot Area Variance Common Driveway Special Permit Height Variance r-ongregate Housing Special Permit Variance for Sign Continuing Care Retirement Special Permit Special Permits Zoning Board independent Elderly Housing Special Permit Special Permit Non-Conforming Use ZBA Large Estate Condo Special Permit Earth Removal Special Permit ZBA Planned Development District Special Permit Special Permit Use not Listed but Similar Planned Residential Special Permit Special Permit for Sign R-8 Density Special Permit Special Permit preexisting nonconforming Watershed Special Permit The above review and atteched egianaborr of sit is basz8".a,"-,e ptam�M information submitted. No defini ive review and or advice shall be band on verbal eplarntlons by the applicant nor shay such verbal sorplena bone by the applicard serve to provide defr*a w wars to the above reasons for DENIAL. Any wiaccuracies,midMVV kdixrnation,or other subseguscrt charges to the mftute m wAm tad by tt►s applicant aW be grounds for this review to be voided at the discretion of the Building Deparhnar t.The&ft2dd doc martt Wed'Pim Review Narrative•shall be attached hwdo and incorpon tw herein by reference. The birikirg dspsrbrwt will realm si pW*and documa-t ion for the above ik.You must fie a new building pwmt appkcdon form and begin the pwnftg prows I Building Department Official Signature Application Received Application Denied Denial Sent: If Faxed Phone Number/Date: Plan Review Narrative The following narrative is provided to further explain the n3asons for denial for the application/ permit for the property indicated on the reverse side: Imm FAMOM fW ON" Reft mme f/�yi i� j S C L e w L(� `7 L1✓'�[-' '` / 0 VN4�e 5(C ,V c ( A,'C /` MU t ...e- 111,9-U �Ll,- Y - C f U U� /11UP L A411lu e r IjC)1 Z c r c .c.�.(1 �2 cJ c' `-4 0` , —e v Y— "� �� r, S, C• c. r e.f ® J(' e � t (CL4At i ! V it CA f s �e) L I L) /c,- -4, A111 CVS Referred To: Fire Health Police Zoning Board Conservation Department of Public Works Planning Historical Commission Other BUILDING DEPT GSD Associates—, tK 148 Main Street, Building A, North Andover MA 01845 Tel:978 688 5422 Fax: 978 688 5717 Web: www.gsd-assoc.com RComputer Aided Design • Architecture • Planning • Interiors • Development Consulting LETTER OF TRANSMITTAL FAX NO. n/a DATE: 09-22-05 TO: Mike McGuire COMPANY: Town of North Andover FROM: Manny Jasus PROJECT: A�22 Osgood Street Signage PAGES/SNCL: Application Materials for Sign Permits-Revised Drawings Dear Mr. McGuire, Attached please find a revised set of drawings for the signs and lighting at the 1211 Osgood Street Project in North Andover, MA. Sincerely, GSD As ciates Mann acus CC: F(CI RECE�V�� SEP 2 3 2005 6UIlDING DF-PT- TOWN OF NORTH ANDOVER Construction Control Affidavit Project Number,:: Project Title: (!5 5 6�L� (SA/7'c12— Project Location Name of Buidiing: Nature of Project: /J2-L� In accordance with Section 116.0 Registered Architectu I and Pro nal engineering Services-Construction Contra of the Massachusetts State Building Code,I,,/©l it/ e- f,�/�,7�'f N _Registration No. l D being a Registered Professional Engineer/Architect, HEREBY CERTIFY that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Entire Project Architectural Structural Mechanical Fire Protection _ Electrical Other(specify) FOR THE ABOVE-NAMED PROJECT AND THAT SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE 780 CMR MASSACHUSETTS STATE BUILDING CODE.ALL ACCEPTABLE ENGINEERING PRACTICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2.2 1. Review,for conformance W the design concept,shop drawings,samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the state of construction W become,generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. UNDER SECTION 116.4,I SHALL PERIODICALLY SUBMIT A PROGRESS REPORT,TOGETHER WITH PERTINENT COMMENTS,TO THE NORTH ANDOVER BUILDING INSPECTOR UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. :, rte OF Signature and Stamp(no facsimile) c;i ,. ;>. +; b 1640 NAL� SU BED AND SWO TO BEFORE ME DAY OF 2004K MY COMMISSION EXPIRES NOTAR PUB TOWN OF NORTH ANDOVER Construction�ontrol Affidavit Project Number: 0404042 Project Title: 1211 Osgood Street Detail Project Location 1211 Osgood Street, No. Andover, MA 01845 Name of Building: 1211 Osgood Street Nature of Project: Demolition of existing structure and construction of new 9,000 sf 1 stay retail center In accordance with Section 116.0 Registered Architectural and Professional Engineering Services-Construction Control of the Massachusetts State Building Code, I, Wayne R. Lawson Registration No. 35102 being a Registered Professional Engineer/Architect, HEREBY CERTIFY that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Entire Project Architectural Structural X Mechanical Fire Protection Electrical Other(specify) FOR THE ABOVE-NAMED PROJECT AND THAT SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE 780 CMR MASSACHUSETTS STATE BUILDING CODE. ALL ACCEPTABLE ENGINEERING PRACTICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2.2 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the state of construction to become, generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. UNDER SECTION 116.4, I SHALL PERIODICALLY SUBMIT A PROGRESS REPORT, TOGETHER WITH PERTINENT COMMENTS, TO THE NORTH ANDOVER BUILDING I ECTOR UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACT QM N AND READINESS OF THE PROJECT FOR OCCUPANCY. �`� S�9�� o WAYNE rR. y � G� Signature and Stamp (no facsimile) L STRUCTURAL 5TAL � No. 35102 TFP� .' NAL SUBSCRIBED AND SWORN TO BEFORE ME THJS _DAY OF 2005 MY COMMISSION EXPIRES �� 0 NOTARY PUBLIC ELAINF N,b� Notary Public 04080 Construction Control AffidavitCommonwealth of Massachusetts UIV My Commission Expires AuOust 4, 2011 PF(ORvl7S_ TOWN OF NORTH ANDOVER Construction Control Affidavit Project Number: 0404042 Project Title: 1211 Osgood Street Retail Project Location: 1211 Osgood St., North Andover, MA 01845 Name of Building: 1211 Osgood St. Nature of Project: Demolition of existing structure and construction of a new 9,000 sf 1 story Retail Center. In accordance with Section 116.0 Registered Architectural and Professional Engineering Services-Construction Control of the Massachusetts State Building Code, I, Charles W. Ackroyd Registration No. 34801 being a Registered Professional Engineer/Architect, HEREBY CERTIFY that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Entire Project Architectural Structural Mechanical Fire Protection Electrical _X_ Other(specify) FOR THE ABOVE-NAMED PROJECT AND THAT SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE 780 CMR MASSACHUSETTS STATE BUILDING CODE. ALL ACCEPTABLE ENGINEERING PRACTICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2.2 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the state of construction to become, generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. UNDER SECTION 116.4, I SHALL PERIODICALLY SUBMIT A PROGRESS REPORT,TOGETHER WITH PERTINENT COMMENTS,TO THE NORTH ANDOVER BUILDING INSPECTOR UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPL EADINESS OF THE PROJECT FOR OCCUPANCY. OF Cti Signature and Stamp (no facsimile) CHARLES W. CD ACK R YD ELE I a. SSbNAL SED AND SPOBEFORE ME THIS 0 DAY OFA 20W UBjtj MY COMMISSION EXPIRES OT RY PUBLIC JUDITH A.DESMEULES,Notary Public My Commission Expires July 16,20M TOWN OF NORTH ANDOVER Construction Control Affidavit Project Number: 0404042 Project Title: 1211 Osgood Street Retail Project Location: 1211 Osgood St., North Andover, MA 01845 Name of Building: 1211 Osgood St. Nature of Project: Demolition of existing structure and construction of a new 9,000 sf 1 story Retail Center. In accordance with Section 116.0 Registered Architectural and Professional Engineering Services-Construction Control of the Massachusetts State Building Code, I,George E. Roberts Registration No. 29778 being a Registered Professional Engineer/Architect, HEREBY CERTIFY that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Entire Project Architectural Structural Mechanical Fire Protection Electrical Other (specify) HVAC& Plumbing Systems FOR THE ABOVE-NAMED PROJECT AND THAT SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE 780 CMR MASSACHUSETTS STATE BUILDING CODE. ALL ACCEPTABLE ENGINEERING PRACTICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2.2 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the state of construction to become, generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. UNDER SECTION 116.4, I SHALL PERIODICALLY SUBMIT A PROGRESS REPORT,TOGETHER WITH PERTINENT COMMENTS,TO THE NORTH ANDOVER BUILDING INSPECTOR UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. H OF 4f�ss Signature and Stamp(no facsimile) oz Ze GEORGE N EDWIN ROBERTS .off-p No 7 Te \ 70 ' SCRIBED AND SWORN TO BEFORE ME THIS DAY OF 4Ll 20045_ MY COMMISSION EXPIRES JUDITH VEDRANI ,NOTARY PUBLIC G" NOTARY PUBLIC MY COMMISSION EXPIRES 5/8/08 a if F. . ,. .E N I T0082 TRANSPORTATION MCL.ay�S EN GIN EERING+CON STRUCTI ON TEN NEW ENGLAND BUSINESS CENTER DRIVE 1211 Osgood Street SUITE 1 07 - ANDOVER, MA 01810 Development TEL 978.794.1 792 - FAX 978.794.1 793 Transmittal No. 22 Date: 1/14/2005 From: Brant Ballantyne To: Bob Nicetta Town of North Andover Fax: 978-688-9542 Building Department Pages: 400 Osgood Street N. Andover, MA 01845 Re: Concrete tests Type: TRANSMITTAL Status: FYI Transmitting_ No Copies Date I Description 1 12/13/2005 28-day concrete strength test results 1 12110/2005 28-day concrete strength test results Comments: Cc; Additional (none) Page 1 of 1 a �dL%i Information -- ------ /r.. �To Build On Engineering• ConsuRing• Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BRANT BALLANTYNE PROJECT: PROPOSED RETAIL DEVELOPMENT TEC NORTH ANDOVER, MASSACHUSETTS TEN NEW ENGLAND BUSINESS DRIVE SUITE 107 ANDOVER, MA 01810 REVISION #1 DATE: December 10, 2004 OUR REPORT NO.: 446-40176-6 FIELD DATA: LOCATION OF PLACEMENT Exterior Canopy Footing DATE PLACED December 10, 2004 SUPPLIER Kingston Ready Mix TIME 12:41 pm DELIVERY TICKET NO./TRUCK NO. 75859 SLUMP,IN. 5 MIX NUMBER AND PROPORTIONS 4034C AIR CONTENT,% 4 .8 CEMENT --- AIR -- AIR TEMPERATURE,OF 46 WATER --- CONCRETE TEMPERATURE, OF 64 FINE AGGREGATE --- DATERECEIVEDINLAB December 13, 2004 COARSE AGGREGATE --- FIELD DATA SUBMITTED BY PSI ADMIXTURE --- MIX -- MIX DATA SUBMITTED BY Kingston Ready Mix NOTE'APP I AR,F eSTM STANDARDS_UNLESS OTHERWISE INDICA D: �P� 14- ^AIR ONT NT'�� 31.9L(EXCLS1D1C1Sr_SFC 6)'T MP nT I$E:C7064-99:Cyj,IryQF85:C31-00(EX WD]LiG_SEG._$,1,2L59AGPLING:C172_Bj_ COMPRESSION TEST RESULTS ASTM C39-01;C1231-00 SPECIMEN TEST TOTAL I CYLINDER CYLINDER COMPRESSIVE LABORATORY j IDENTIFICATION AGE DATE OF LOAD DIAMETER I AREA STRENGTH NUMBER OR SET N0. (DAYS) TEST (LBS.) (IN.) (SO.IN.) (Psi) TYPE OF BREAK 2I I A I 7 112/17/04 82410 6,.00 28.27i 2920 Cone 1 2 B j 28 101/07/05 1 113880 i 5.98 128.09 ; 4050 Cone & Shear j 2 C 28 01/07/05 124340 5.98 28.09 4430 Cone & Split 2 D 28 101/07/05 I 123750 5.98 28.09 4410 Cone & Shear I I I j SPECIFICATIONS i 28 4000 Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative. X specifications. Cylinders made by Architect's or Test results do not comply with _ Contractor's representative. — Cylinders delivered to PSI laboratory. applicable specifications. Respectfully submitted, Professional Service Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL,WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A-200-4(7)F Professional Service Industries, Inc.•905 Turnpike Street, Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 781/821-6276 Q f V%�: Information -- -------_-- . oTo _-__ on Engineering• Consulting• resting REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BRANT BALLANTYNE PROJECT: PROPOSED RETAIL DEVELOPMENT TEC NORTH ANDOVER, MASSACHUSETTS TEN NEW ENGLAND BUSINESS DRIVE SUITE 107 ANDOVER, MA 01810 REVISION #1 DATE: December 13, 2004 OUR REPORT NO.: 446-40176-9 FIELD DATA: LOCATION OF PLACEMENT DATE PLACED December 13, 2004 SUPPLIER --- TIME --- DELIVERY TICKET NO.IrRUCK NO. --- SLUMP,IN. --- MIX NUMBER AND PROPORTIONS --- AIR CONTENT,% --- CEMENT --- AIR -- AIR TEMPERATURE,OF --- WATER --- CONCRETE TEMPERATURE, OF --- FINE AGGREGATE --- DATERECEIVEDINLAB December 14, 2004 COARSE AGGREGATE --- FIELD DATA SUBMITTED BY PSI ADMIXTURE --- MIX -- MIX DATA SUBMITTED BY Kingston Ready-mix NOTE APPLICARI FgSTM',- N ARUS.INI FC$OTH RWIS INDI GATED'SLUMP C141D0D AIR CONTENT C231-97(EXCLUDING 8)TEA PERnTURf�tpBb-99 CYLINDERS C31.00(EXCyUpuyO INQ-r.177.99 COMPRESSION TEST RESULTS ASTM C39-01;C1231-00 SPECIMEN : TEST I TOTAL I CYLINDER CYLINDER COMPRESSIVE LABORATORY : IDENTIFICATION; AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) ! (SO.IN.) (PSI) TYPE OF BREAK 3 A 7 ; 12/20/04 101190 6.00 128.27 , 3580 � Cone 3 B 28 01/10/05 138940 6.01 28.371 4900 Cone & Split 3 C 28 01/10/05134350 6.01 28.371 4740 Cone & Split 3 D 28 . 01/10/05 I 136040 6.0128.37 4800 Cone & Shear i I i SPECIFICATIONS 28 I 4000 Cylinders picked up by PSI Test results comply with applicable REMARKS: _ Cylinders made by PSI representative. X representative. X specifications. Cylinders made by Architect's or Test results do not comply with X Contractors representative. _ Cylinders delivered to PSI laboratory. applicable specifications. Respectfully submitted, Professional Service Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL,WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A-2046(7)F Professional Service Industries, Inc.•905 Turnpike Street.Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 781/821-6276 4*1 ri TRANSPORTATION T0082 EN GINEERING+CONSTRUCTI 13N Mc ay Z TEN NEW ENGLAND BUSINESS CENTER DRIVE 1211 Osgood Street, SUITE 107 - ANDOVER, MA 01810 Development TEL 978.794.1 792 - FAX 978.794.1 793 Transmittal No. 15 Date: 1/3/2005 From: Brant Ballantyne To: Bob Nicetta Town of North Andover Fax: 978-688-9542 Building Department Pages: 400 Osgood Street N. Andover, MA 01845 Re: PSI Concrete Reports Type: TRANSMITTAL Status: FYI Transmittina: No Copies Date Description 12/10/2005 PSI Report of Field Inspection of Concrete 12117/2005 PSI 7-Day Compression Test Result 12/13/2005 PSI Field Report Concrete cylinder pickup 12/14/2005 PSI Field Report Concrete cylinder pickup 12/20/2005 PSI 7-Day Compression Test Result Comments: RECEIVED JAN 5 2005 BUILDING DEPT. cc-* Additional (none) Page 1 of 1 r��; Information -- /r 6ToBuild On Engineering• Consulting• Testing REPORT OF FIELD INSPECTION OF CONCRETE TESTED FOR: BRANT BALLANTYNE PROJECT: PROPOSED RETAIL DEVELOPMENT TEC TEN NEW ENGLAND BUSINESS DRIVE NORTH ANDOVER, MASSACHUSETTS SUITE 107 ANDOVER, MA 01810, DATE: December 10, 2004 OUR REPORT NO.: 446-40176-5 FIELD DATA: Concrete was a 4000 psi mix delivered by Kingston Ready Mix, mix number 4034C. NO.OF CONCRETE SPECIMENS SUPPLIER TIME TRUCK CUBIC I TEMPERATURE,°F SET N0. TIME TRUCK MADE TICKET NUMBER DISPATCHED i UNLOADED YARDS OF AIR j' CONCRETE I SLUMP,in. CONTENT,% AIR CONCRETE j I 4 175859 12:15 pm 01:00 pm 6.05 4 .8 46 64 ' I i j I j I I I I I -- LOCATION: I Exterior Canopy Footing I i I I I i i NOTE:APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED:MAKING SPECIMENS:031-00(EXC.SEC.9.1.2):SLUMP:C143-00;AIR CONTENT:C231-97(EXC.SEC.8);TEMPERATURE:C1084-99;SAMPLING:C172-99 REMARKS: Respectfully submitted, Professional Service Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL,WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A-200-1(5)F Professional Service Industries, Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821-2355°Fax 781/821-6276 Infonnation —'------- ___ — /r �To Build On Engineering• Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BRANT BALLANTYNE PROJECT: PROPOSED RETAIL DEVELOPMENT TEC NORTH ANDOVER, MASSACHUSETTS TEN NEW ENGLAND BUSINESS DRIVE SUITE 107 ANDOVER, MA 01810 DATE: December 10, 2004 OUR REPORT NO.: 446-40176-6 FIELD DATA: LOCATION OF PLACEMENT Exterior Canopy Footing DATE PLACED December 10, 2004 SUPPLIER Kingston Ready Mix TIME 12:41 pm DELIVERY TICKET NOJTRUCK NO. 75859 SLUMP,IN. 5 MIX NUMBER AND PROPORTIONS 4034C AIR CONTENT,% 4.8 CEMENT --- AIR TEMPERATURE,OF -- AIRTEMPERATURE,°F 46 WATER --- CONCRETE TEMPERATURE, OF 64 FINE AGGREGATE --- DATE RECEIVED IN LAB December 13, 2004 COARSE AGGREGATE --- FIELD -- FIELD DATA SUBMITTED BY PSI ADMIXTURE --- MIX -- MIX DATA SUBMITTED BY Kingston Ready Mix N_OIE;AP3ILGB@LE ASTM STANDARDS UNLESS-OTHERWISIc�NDjr•�T D LIMP' 1l3A0'AIR CONT NT 31•x7( X-L IDIN•SEC 8)'TEMPERATURE'Ct064-99 CYLINDERS:C31-00(EXCLUDING SEC 9 1 2F SAMPLING:C772.99 COMPRESSION TEST RESULTS ASTM C39-01;C1231-00 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE I -LABORATORY IDENTIFICATIONI AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) i TEST (LBS.) (IN.) (SQ.IN.) (PSI) I TYPE OF BREAK 2 A 7 12/17/04 82410 i 6.00 28 .27 2920 1 Cone 2 B 28 01/07/05 2 C 28 . 01/07/05 j 2 D i 28 : 01/07/05 SPECIFICATIONS 28 4000 Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative. specifications. Cylinders made by Architect's or Test results do not comply with Contractor's representative. Cylinders delivered to PSI laboratory. applicable specifications. Respectfully submitted, Professional Service Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL.WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES.INC. PSI A-200-4(7)F Professional Service Industries, Inc.-905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 781/821-6276 rS; Information•To Build On Engineering•ConsuRing• Testing DAILY FIELD REPORT TESTED FOR: BRANT BALLANTYNE PROJECT: PROPOSED RETAIL DEVELOPMENT TEC NORTH ANDOVER, MASSACHUSETTS TEN NEW ENGLAND BUSINESS DRIVE SUITE 107 ANDOVER, MA 01810 DATE: December 13, 2004 OUR REPORT NO.: 446-40176-7 WEATHER: Cold TEMPERATURE RANGE: 40 TO: 44 INSPECTOR: PSI I TYPE OF INSPECTION BEING PERFORMED I SOILS X CONCRETE FOUNDATIONS BATCH PLANT CONTROLLED FILL(COMPACTION) PLACEMENT(JOB SITE) X CYLINDER PICKUP ASPHALTI OTHER I _ I BATCH PLANT PLACEMENT (JOB SITE) I i BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE: A PSI representative traveled to the above mentioned project for the purpose of retrieving concrete test specimens and transporting them to the PSI laboratory for curing and further testing. i Respectfully submitted, Professional Service Industries, Inc. REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL.WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A-300.2(1)F Professional Service Industries, Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 781/821-6276 ` n 4 Rh i Information -- ml r�� sTo Build On Engineering• ConsuRing • Testing DAILY FIELD REPORT TESTED FOR: BRANT BALLANTYNE PROJECT: PROPOSED RETAIL DEVELOPMENT TEC NORTH ANDOVER, MASSACHUSETTS TEN NEW ENGLAND BUSINESS DRIVE SUITE 107 ANDOVER, MA 01810 DATE: December 14, 2004 OUR REPORT NO.: 446-40176-8 WEATHER: Cold TEMPERATURE RANGE: 40 TO: 45 INSPECTOR: PSI TYPE OF INSPECTION BEING PERFORMED SOILS X CONCRETE FOUNDATIONS BATCH PLANT I CONTROLLED FILL(COMPACTION) PLACEMENT (JOB SITE) jX CYLINDER PICKUP ' I j ASPHALT OTHER I • BATCH PLANT PLACEMENT(JOB SITE) i I I BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE: A PSI representative traveled to the above referenced project for the purpose of retrieving concrete test specimens and transporting them to the PSI laboratory for curing and further testing. i I Respectfully submitted, Professional Service Industries,Inc. REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL,WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A300d(1)F Professional Service Industries, Inc.•905 Turnpike Street,Suite H•Canton, MA 02021 •Phone 781/821-2355•Fax 781/821-6276 r%ir-%; Information — ------_---- N ;JF . Build On Engineering• ConsuRing • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BRANT BALLANTYNE PROJECT: PROPOSED RETAIL DEVELOPMENT TEC NORTH ANDOVER, MASSACHUSETTS TEN NEW ENGLAND BUSINESS DRIVE SUITE 107 ANDOVER, MA 01810 DATE: December 13, 2004 OUR REPORT NO.: 446-40176-9 FIELD DATA: LOCATION OF PLACEMENT DATE PLACED December 13, 2004 SUPPLIER --- TIME --- DELIVERY TICKET NO./TRUCK NO. --- SLUMP, IN. --- MIX NUMBER AND PROPORTIONS --- AIR CONTENT,% --- CEMENT --- AIR -- AIR TEMPERATURE,OF --- WATER --- CONCRETE -- CONCRETE TEMPERATURE, IF --- FINE AGGREGATE --- DATE RECEIVED IN LAB December 14, 2004 COARSE AGGREGATE --- FIELD DATA SUBMITTED BY PSI ADMIXTURE --- MIX -- MIX DATA SUBMITTED BY Kingston Ready-mix NOTE APPLICABIE ASTM STANDARDS UN Faa OTHERWISE INDICATED_SLUMP-C143-00- COMPRESSION -16-00'COMPRESSION TEST RESULTS ASTM C39-01;C1231-00 j SPECIMEN TEST TOTAL CYLINDER ! CYLINDER COMPRESSIVE LABORATORY i IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SO.IN.) (PSI) �TTYPEOF BREAK i 3 A 7 12/20/04 101190 6.00 128.27 3580 Cone 3 B 28 01/10/05 3 C 28 01/10/05 ! 3 D 28 : 01/10/05 i i I I i I I I i SPECIFICATIONS 28 4000 I Cylinders picked up by PSI Test results comply with applicable REMARKS: _ Cylinders made by PSI representative. X representative. specifications. Cylinders made by Architect's or Test results do not comply with X Contractor's representative. _ Cylinders delivered to PSI laboratory. _ applicable specifications. Respectfully submitted, Professional Service Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED.EXCEPT IN FULL,WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A-200-4(7)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 781/821-6276 TIU SMITTA p T0082 TRANSPORTATION MCL.�y■S EN GIN EERING+CONSTRUCTI ON TEN NEW ENGLAND BUSINESS CENTER DRIVE 1211 Osgood Street SUITE 107 - ANDOVER, MA 01810 Development TEL 978.794.1 792 - FAX 978.794.1 793 Transmittal No. 17 Date: 1/6/2005 From: Brant Ballantyne To: Bob Nicetta 2 Town of North Andover Fax: 978-688-9542 Building Department Pages: 400 Osgood Street N. Andover, MA 01845 Re: Concrete tests Type: TRANSMITTAL Status: FYI Transmittincr No Copies Date I Description 1 112/2912005 IPSI 28-day Concrete Test results Comments: RECEIVE® JAN 7 2004 BUILDING DEPT. Additional (none) Page 1 of 1 3 ... : TRANS�VIITTA� ,,, G. :. TRANSPORTATION T0082 MC�y■s ENGINEERING+CONSTRUCTION TEN NEW ENGLAND BUSINESS CENTER DRIVE 1211 Osgood Street SUITE 1 07 - ANDOVER, MA O 1 Ef1 0 Development TEL 97x.794.1 792 - FAX 978.794.1 793 Transmittal No. 19 Date: 1/10/2005 From: Brant Ballantyne To: Bob Nicetta Town of North Andover Fax: 978-688-9542 Building Department Pages: 400 Osgood Street N. Andover, MA 01845 Re: PSI Field Reports 9 thru 11 Type: TRANSMITTAL Status: FYI Transmitting: j No Copies I Date I Description 1 112/15/2005 IPSI Field Observation Report No.9 1 12/17/2005 IPSI Field Observation Report No.10 1 12/22/2005 :PSI Field Observation Report No.11 Comments: RECEIVED JAN 12 ZOO BURDM IDEP'f Additional (none) Page 1 of 1 rInfonnation FIELD OBSERVATION REPORT 1 .To Build On No. 11 Engineerfng.Consuftfng•Testing Page 1 of 6 Client TEC Location North Andover, MA Project Name Proposed Retail Development Contractor Gaffny Corp. Project Number 444-45018 Owner Frank Terranova &James D'Angelo Date 12/22/2004 Weather Sunny,windy, cold, low 20's PSI Representative Present at the Site Jim Benitez Mike Yobe-Gaffny Corp. (GC) Field Contact Mike Yobe-Gaffny Corp. (GC) Rainey Belanger-Site Contractor Rainey Belanger- Site Contractor Arrived at 8:00 AM Left Site at 3:00 PM Purpose of Site Visit-The purpose of today's site visit was to observe the progress of the earthwork operations. Field Observations: 1. Site contractor placed the third 1-foot thick lift of off-site processed backfill material within the building footprint, and compacted it with the 2.5-ton vibratory roller compactor. Much of the surface had a thin sheet of snow, but that did not impede the field density testing activity. See photos 1 and 2. 2. The PSI representative proceeded to run the field density tests by removing the snow from the test area. The surface appeared to be firm and unyielding. Field densities taken met and exceeded the required 95% relative compaction throughout the bulding footprint. See photos 3 and 4. See compaction sheet. 3. The site contractor finished working on a drain pipe around the southern half of the outside of the building foundation. He placed and compacted the stockpiled on-site top 3' material over the pipe in the trench. Submitted to: Mr. Mitch Kearny-TEC Copies: Respectfully Submitted Professional Service Industries, Inc. 4 3" NorthAndoverFOR11-122204-RetailCenter Page 2 of 6 IN s rr r' „�.}�� �'p.!x. .. `J�'in,7�ts�.nc�. 'N�.^sw��✓r w-dx'y�r£���a .�. � �x�I a Photo 1: 3rd lift finished in the building footprint looking east. jw .— c,k, "-'�'" x.,-••r-�- r-:%:- ..,Y �,t `•�..�"":�� w.'.'�:fir. ,.`w. YiG'.:. Photo 2: 3rd lift finished in the building footprint looking west. eO � eSa Mai' k Vii' ..jai ':i2 it^?y M q �{sYr e ca a.i!7��'•n'Y3a` .r .�, ,,.b� Ayy �� �. . ) .�f1 �� x '�4�IE. `��r ���"s�7>f w►�'F , s r.P' ,+.. �"V r• t 1 _'C°+l�qF���"�t'7`,��y y �{,4,,,.�t��ii+�Nr 45 ax_'Sx r''{ ,�� +� �'�bf�.t•. ,�ai �4� R �� . In *A in�ti.''+' 55 +� '� '*,•; T": r s x ..�+ '; �,.�. +';fit a h,� r>`.i-.iv :71IN *`4 . `T4 Y 4F�.7, y;�. r>�. ,.�'�"o uH,' '1�. "'+a*�+.�r_`fir#. t!.+�� ?,.,t * ..Y r '•� ,�a, �';na ''� �„�l.. �`iceNf�'" iP t"rn�' °'+f�t a *� y..,,.�ia „u•. �.��� ,�"''+�"",+ �v �T'' '.; 3 y rr s •� F�j �i A4. 1 T.C7* .. T� ,�, �,,b:#� � ,'��fir.•.pta r. � t`k�".`+'�l�: I .R iter';�•± n�Y •$' ,i� `»�{f f . i �' +4^ F �r.. W } tie # tir #sy;.i A. i :� ", > w i+� E.� �1.•n.1�Jv '� .n tp t1.'�i�'p� .. ,t "Y�.'aF t`rY'sr� , c+l '""r'C, '4,}.. 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Y€ "'� �9 � i "�` aT�� .,, ,-� � fi r LL + �" O O L O c Q r 0 z NorthAndoverFOR1 1-122204-Reta i[Center Page 4 of 6 _52 Mf 0 104 Photo 5: Completed building footprint looking southwest. 77* Z4 F. ,A Photo 6: Completed building footprint looking southwest. PSI FOR 11 ' � <. 12/22/2004 Pg. 5 of 6 [—Compacted backfill tested today. � r OCID i { Former building -�_ footprint A yr �f; 444-45018 FIELD OBSERVATION REPORT North Andover Retail Center No. 11 12/22/2004 Page 6 of 6 TEST DATA: Off-site processed-lab#409A:Ydmax=136.0 pcf,w°a=6.5%:+10%stone>3/4';yd,,,=138.5 pcf;w°a=6.0% MAXIMUM LAB DRY MOISTURE WET DRY DENSITY PERCENT TEST NO. TEST DEPTH ELEVATION SOIL ID NUMBER DENSITY CONTENT(%) DENSITY(pcf) (pcf) COMPACTION COMMENT' 1 12 409A 138.5 4.4 141.0 135.1 97.5% 1A 2 12 409A 138.5 4.0 145.1 139.6 100.8% 1A 3 12 409A 138.5 3.1 140.7 136.5 98.6% 1A 4 12 409A 138.5 2.8 143.3 139.4 100.6% 1A 5 12 409A 138.5 3.3 140.1 135.6 97.9% 1A 6 12 409A 138.5 3.1 142.2 137.9 99.6% 1A 7 12 409A 138.5 5.1 142.4 135.4 97.8% 1A 8 12 409A 138.5 5.3 144.6 137.3 99.1% 1A 9 12 409A 138.5 4.2 142.3 135.9 98.1% 1A 10 12 409A 138.5 1 3.7 141.7 136.2 98.3% 1A 11 12 409A 138.5 4.8 142.9 136.5 98.6% 1A 12 12 409A 138.5 4.4 144.8 138.3 99.9% 1A Locations: 1 to 12 throughout the surface within the building footprint. NOTES: COMMENTS' TESTS PERFORMED PER ASTM 02922-96&ASTM D3017-96 1.FILL MATERIAL A.TEST RESULTS COMPLY WITH SPECIFICATIONS DENSITIES SHOWN: Lbs.Per cubic foot 2.BACKFILL S.PERCENT COMPACTION DOES NOT COMPLY WATER CONTENT Percent of dry weight 3.BASE COURSE WITH SPECIFICATIONS PERCENT COMPACTION: Based on maximum dry density 4.SUBBASE C.RETEST OF PREVIOUS TEST obtained on sample indicated 5.SOIL CEMENT D.MOISTURE IN EXCESS OF SPECIFICATIONS by soil to number. 6.OTHER E.MOISTURE BELOW SPECIFICATIONS TEST INSTRUMENT: TroXler model 3430, Serial No. 35404 STANDARD COUNT M: 597 STANDARD COUNT D: 2585 2dna," OUToBuildOn � Information FIELD OBSERVATION REPORT" No. 10 Engineering•ConsuRing•Testing Page 1 of 6 Client TEC Location North Andover, MA Project Name Proposed Retail Development Contractor Gaffny Corp. Project Number 444-45018 Owner Frank Terranova & James D'Angelo Date 12/17/2004 Weather Sunny, windy, cold, low 20's PSI Representative Jim Benitez Present at the Site Mike Yobe- Gaffny Corp. (GC) Field Contact Mike Yobe-Gaffny Corp. (GC) Rainey Belanger-Site Contractor Rainey Belanger-Site Contractor Arrived at 10:00 AM Lett Site at 2:00 PM Purpose of Site Visit-The purpose of today's site visit was to observe the progress of the earthwork operations. Field Observations: 1. Site contractor placed a second 1-foot thick lift of off-site processed backfill material within the building footprint, and compacted it with the 2.5-ton vibratory roller compactor. Except in the northeastern area, where there was a pile about 4.5-feet tall and about 30-feet in diameter of backfill material being used for the 3rd lift, that the site contractor started in he far southern area. See photos 1 and 2. 2. The PSI representative proceeded to run the field density tests around the pile and adjacent to where the next lift as started.The remaining surface appeared to be firm and unyielding. Field densities taken met and exceeded the required 95% relative compaction. See photos 3 and 4. See compaction sheet. 3. The site contractor was also working on a drain pipe around the southern half of the outside of the building oundation. He placed and compacted the stockpiled on-site top 2'material over the pipe in the trench. See photos 5 and 6. 4.After the above mentioned lift passed the required testing, the site contractor proceeded to continue with the 3rd lift started in the southern end.The PSI representative coordinated a return to the site to test the lift as the site contractor as not going to finish the 3rd lift today. Submitted to: Mr. Mitch Kearny-TEC Copies: Respectfully Submitted Professional Service Industries, Inc. r NorthAndoverFOR 10-1 21704-RetailCenter Page 2 of 6 rIZAT . t ' L.X(`! �•{� Y .` Ica +.. 4 4 �' •' ...j'i~....� Ti 4 ��fG:Y' •O1Ls�� I�.,Jl �. �w.��"�'•'iw'r�^':.a �":w"i�'wS. -`37' � . -. .. Photo 1: 3rd lift started in the southern area. TZ 44� t '�•"�s .wiS �W.6.� 3j`a}C`'i�.,7�•w�^la,�`�r.{'��pv�pM'8R� .if:�y'� �y -in n� j•1 d+w'�1.Gq,��'^L�}'�1,.' ��fi4 �j � t �� �t y � . 4 _ ��zs+:!�� �* 9.Y''41` " �•W^a�.+, .4e� +� f .art it P !.lr.rs.- Photo 2: 3rd lift in the foreground, pile of backfill in the background. 4 NorthAndoverFOR10-121704-RetaiICenter Page 3 of 6 a,�,,� fi .`�,•*r� �y 3 .:r+� >w aa+n. �,.y. _ E -�-4� Sr,ta-:�i. ay'� a tc.�' y,�t i �r .,s 1 �x.�,SL'• �,�:�? ti;'4.:r �r i �Y � .ca'x � _� i� s rr.•. ..�;.�.a...,�ia�'�aK].t'.i{2.�R� G ``..s:� ,�'�>.��y`.Y�� K Photo 3: Most of the northern area available for testing. d xi r' `frs' '7.' �y{`y� tiN �L } � .,�� � '�7` •.mac i Photo 4: Building footpint looking south. NorthAndoverFOR 10-1 21704-RetailCenter Page 4 of 6 yv `...'�S' 7 .�'�t�:' -+�.:" r3 .;Dy 'fi,�,. 3,-,},�• a !''r-t*" 3--k�+ 'a""+i, E a 7 _•=� �y,, � �s mss.t,=� ..-� ?L . - �d:.c.... �,. .�fix�t �...pay�•t ..qe ��#` . -`a �.� �'". R•vt.«�R Sfir+4 y�i°����St� A 4.F ��T� fly � ^, rF ��•+-x,�« ��• .vw:wT� i �: �III��I�P I� ry} �^ �X::,, ... �` Y �•x '_, a'a ..."`� IR I't. C'-wt..,t ���� ,' �ti;" ��'� rn���z�..:�'_.%.�.,. }�'', ,,..��wr,....r,+fsl:•SJa[' _,-'l�.t'ac.:.._ aS;ta�a3�.�ik`'R! Photo 5: Utility pipe being worked on in the southern half outside the foundation. f* �s rt`f � ,T i. r+•,,�� � •� � _ �t ry.t t tkv."`Y �%„i•i ��a errs _x .+ y�s ,...,GKN ,5� (i>t + ��.�r,Zde�^�. �,�g.'z• :� ;�,��_1.Y� �. Photo 6:p Utility pipe being worked on in the southern half outside the foundation. PSI FOR 10 '" y 12/17/2004 7 ,, Pg. 5 of 6 '" fp rM Ip� r Compacted backfill tested today. I r WoCiD = � i Former building i �_� footprint r 444-45018 FIELD OBSERVATION REPORT North Andover Retail Center No. 10 12/1712004 - Page 6 of 6 TEST DATA: Off-site processed-Lab#409A:Ydm 136.0 pcf,we„=6.5%:+10%stone>3/4";Ydl.==138.5 pcf;wo,=6.0% MAAIMUM LAB DRY MOISTURE WET DRY DENSITY PERCENT TEST NO. TEST DEPTH ELEVATION SOIL ID NUMBER DENSITY CONTENT(%) DENSITY(pcf) (pcf) COMPACTION COMMENT' 1 12 409A 138.5 3.9 143.3 137.9 99.6% 1A 2 12 409A 138.5 4.0 146.2 140.6 101.5% 1A 3 12 409A 138.5 4.5 146.0 139.8 100.9% 1A 4 12 409A 138.5 3.3 137.4 133.1 96.1% 1A 5 12 409A 138.5 3.1 139.1 135.0 97.5% 1A 6 12 409A 138.5 3.6 138.9 134.1 96.8% 1A 7 12 409A 138.5 4.3 141.5 135.7 98.0% 1A 8 12 409A 138.5 4.0 137.0 131.8 95.2% 1A 9 12 409A 138.5 4.0 141.3 135.8 98.1% 1A 10 12 409A 138.5 3.5 140.8 136.1 98.3% 1A 11 12 409A 138.5 4.7 141.9 135.5 97.8% 1A 12 12 409A 138.5 1 4.3 143.9 138.0 99.6% 1A Locations: 1 to 12 throughout the available surface within the building footprint. NOTES: COMMENTS* TESTS PERFORMED PER ASTM D2922-96&ASTM D3017-96 1.FILL MATERIAL A.TEST RESULTS COMPLY WITH SPECIFICATIONS DENSITIES SHOWN: Lbs.Per cubic foot 2.BACKFILL B.PERCENT COMPACTION DOES NOT COMPLY WATER CONTENT: Percent of dry weight 3.BASE COURSE WITH SPECIFICATIONS PERCENT COMPACTION: Based on maximum dry density 4.SUBBASE C.RETEST OF PREVIOUS TEST obtained on sample indicated 5.SOIL CEMENT D.MOISTURE IN EXCESS OF SPECIFICATIONS by soil ID number. 6.OTHER E.MOISTURE BELOW SPECIFICATIONS TEST INSTRUMENT: Troxler model 3430, Serial No. 35404 STANDARD COUNT M: 626 STANDARD COUNT D: 2574 JP'AP4 ��� bzfonnation FIELD OBSERVATION REPORT �� .To Build On No. 09 Engineeiring•Consulting•Testing Pae 1 of 7 Client TEC Location North Andover, MA Project Name Proposed Retail Development Contractor Gaffny Corp. Project Number 444-45018 Omer Frank Terranova &James D'Angelo Date 12/15/2004 Weather Sunny,windy, cold, low 20's PSI Representative Jim Benitez Present at the Site Mike Yobe-Gaffny Corp. (GC) Field Contact Mike Yobe-Gaffny Corp. (GC) Rainey Belanger- Site Contractor Rainey Belanger- Site Contractor Arrived at 8:00 AM Lett Site at 1:00 PM Purpose of Site Visit-The purpose of today's site visit was to observe the progress of the earthwork operations. Field Observations: 1. Site contractor placed a 1-foot thick lift of off-site processed backfill material within the building footprint, and compacted it with the 2.5-ton vibratory roller compactor. Except in the center area,there was still a pile about 5-feet tall and about 20-feet in diameter, of the backfill material that was to be used for the next lift. The PSI representative proceeded to run the field density tests around the pile and suggested that the site contractor move the pile and recompact the space taken up by the pile immediately after the tests concluded around the pile.The remaining surface appeared to be firm as this lift was set to be tested upon PSI's representative arrival. Field densities taken meet and exceed the required 95% relative compaction. See photos 1 to 4. See compaction sheet. 2. The site contractor also placed and compacted the stockpiled on-site top 2'material around the outside of the building footing perimeter. 3.After the above mentioned lift passed the required testing,the site contractor proceeded to move the pile and recompact the surface underneath.After numerous passes of the 2.5-ton vibratory roller compactor,the surface appeared to be firm and unyielding. Field densities taken meet and exceed the required 95% relative compaction. See photos 5 to 8. See compaction sheet. Submitted to: Mr. Mitch Kearny-TEC Copies: Respectfully Submitted Professional Service Industries, Inc. v NorthAndoverFOR09-121504-RetailCenter Page 2 of 7 H k � z5 ;' YR Photo 1: Backfill material still in the footprint. n~^� y'-d- t.et„K+yt�!'p` .' ��-x-'t`' `tj�- •. •'"`."•--...M;,w"L:,t„_„c;_ h.Y{�� thy,,.+try t✓ Photo 2: Northern area available for testing. � � y nfr �T 10f �•: � hiN-;` ' �. wrx f' . ;,,y..... �,t^�k. t. "t'..�.^.z �� �,�" F s �" �f�y z�P# Ali i;X rc f w • • • • •• • •• • • NorthAndoverFOR09-121504-Reta ilCenter Page 4 of 7 k `yta�` f 2i F ef..i T Photo 5: Pile being moved to test area underneath. r'TdY Y p y { Jy K Y s'° } 'ti r_illC qd tb •`'�a.yG('. �c�L v'�'. ..+3 J � '4"�.�,iC' ^! "'41.. � ��.. '6:,5{Y•� 9 r� .. x*.. ,� _ :°� aF$. ..,cx°'t3r; s.rr�. � " '� x .'t�z 4 �. "'sic yy"-, �.,�„ E 'r" '.�a°•�'a.+ # �J ,,�-T'r :s:� - „�,„a.tr„y`�r<,�w�„x,.,,,.:.•r _ '�� - ..R.:.ti yi• �y t' r-�=+�. z p: ..S cX'=.,:.'�:++:�. Photo 6: Pile being moved to test area underneath. J NorthAndoverFOR09-121504-RetailCenter Page 5 of 7 k ,.,x,�'" 74zi , t t Photo 7: After pile moved, compactor goes into action. r T 'k #-` r'v.: ,c,y..�`' � rte.. ,.r�' ,,,.� .w,� �P�,�r�'•• ] t Photo 8: After pile moved, compactor goes into action. PSI FOR 09 �, 40 12/15/2004 � ? Pg. 6 of 7 Compacted backfill tested today. LO < � o� i o E /A Former building footprint t � _ A 444-45018 FIELD OBSERVATION REPORT North Andover Retail Center No.09 12/15/2004 Page 7 of 7 TEST DATA: Off-site Processed-Lab#409A:Ydmax 136.0 pcf,w°pt=6.5%:+10%stone>3/4";Ydmax 138.5 pcf;wopl=6.0% MAXIMUM LAB DRY MOISTURE WET DRY DENSITY PERCENT TEST NO. TEST DEPTH ELEVATION SOIL ID NUMBER DENSITY CONTENT(%) DENSITY(pcf) (pcf) COMPACTION COMMENT. 1 12 409A 138.5 4.3 141.9 136.0 98.2% 1A 2 12 409A 138.5 5.8 141.0 133.3 96.2% 1A 3 12 409A 138.5 4.3 137.8 132.2 95.5% 1A 4 12 409A 138.5 4.0 143.0 137.5 99.3% 1A 5 12 409A 138.5 4.0 140.9 135.5 97.8% 1A 6 12 409A 138.5 4.0 142.0 136.6 98.6% 1A 7 12 409A 138.5 4.7 140.9 134.5 97.1% 1A 8 12 409A 138.5 4.8 140.2 133.7 96.5% 1A 9 12 409A 138.5 4.5 142.7 136.5 98.6% 1A 10 12 409A 138.5 4.4 140.5 134.6 97.2% 1A 11 12 409A 138.5 4.6 139.5 133.3 96.2% 1A 12 12 409A 138.5 4.1 143.7 138.1 99.7% 1A 13 12 409A 138.5 4.3 143.9 138.0 99.6% 1A 14 12 409A 138.5 4.6 139.4 133.2 96.2% 1A 15 12 409A 138.5 3.5 144.1 139.2 100.5% 1A Locations: 1 to 15 throughout building footprint. NOTES: COMMENTS' TESTS PERFORMED PER ASTM D2922-96 8 ASTM D3017-96 1.FILL MATERIAL A.TEST RESULTS COMPLY WITH SPECIFICATIONS DENSITIES SHOWN: Lbs.Per cubic foot 2.BACKFILL B.PERCENT COMPACTION DOES NOT COMPLY WATER CONTENT: Percent of dry weight 3.BASE COURSE WITH SPECIFICATIONS PERCENT COMPACTION: Based on maximum dry density 4.SUBBASE C.RETEST OF PREVIOUS TEST obtained on sample indicated 5.SOIL CEMENT D.MOISTURE IN EXCESS OF SPECIFICATIONS by soil ID number. 6.OTHER E.MOISTURE BELOW SPECIFICATIONS TEST INSTRUMENT: Troxler model 3430, Serial No. 35404 STANDARD COUNT M: 650 STANDARD COUNT D: 2587 z, ® 'FISIVIIT'I`Ar T1112 TRANSPORTATIONMcL.ay's ENGIN EERING+CON STRUCTION TEN NEW ENGLAND BUSINESS CENTER DRIVE 1211 Osgood Street SUITE 107 - ANDOVER, MA 01 81 O Development TEL 978.794.1 792 - FAX 978.794.1 793 Transmittal No. 11 Date: 12/27/2004 From: Brant Ballantyne To: Bob Nicetta Town of North Andover Fax: 978-688-9542 Building Department Pages: 400 Osgood Street N. Andover, MA 01845 Re: PSI Field Reports - Concrete Compression Test Type: TRANSMITTAL Status: FYI Transmitting: No Copies Date Description 1 12/6/2004 17-Day Concrete Compression Test Report Comments: Bob, Attached please find a copy of the Concrete Compression Test report for 1211 Osgood Street. Feel free to call with any comments,questions, or concerns. IV 41-1 f. cc.' Additional (none) Page 1 of 1 T0032 r� Information — -- - - ------- Awl-67; sToBuild On Engineering• Consulting a Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BRANT BALLANTYNE PROJECT: PROPOSED RETAIL DEVELOPMENT TEC NORTH ANDOVER, MASSACHUSETTS TEN NEW ENGLAND BUSINESS DRIVE SUITE 107 ANDOVER, MA 01810 REVISION #1 DATE: November 29, 2004 OUR REPORT NO.: 446-40176-3 FIELD DATA: LOCATION OF PLACEMENT Foundation Wall: West; North; Southwest; Southeast DATE PLACED November 29, 2004 SUPPLIER Kingston Ready-mix TIME 08:20 am DELIVERY TICKET NO./TRUCK NO. 75242 SLUMP,IN. 7 1/2 MIX NUMBER AND PROPORTIONS --- AIR -- AIR CONTENT,% 3 .5 CEMENT --- AIR TEMPERATURE,OF 39 WATER --- CONCRETE TEMPERATURE, OF 69 FINE AGGREGATE --- DATE RECEIVED IN LAB November 30, 2004 COARSE AGGREGATE --- FIELD -- FIELD DATA SUBMITTED BY PSI ADMIXTURE --- MIX -- MIX DATA SUBMITTED BY Kingston Ready-mix NOT 'APp I ARI P ASTM STANDARDS UNLESS OTHERWISE INDICATED.S IMP -14-00'AIR O FX-L IDIN S NTENT:C231=97 f SL_G_.E_C 6),JF—IdpERATURE G70-¢"9:CVLINOERSG31•Qpg.xOLVD1LlG SEC 91 21_SAMPLING'G772-99 COMPRESSION TEST RESULTS ASTM C39-01:C1231-00 SPECIMEN I TESTITCATIN DATE OF j CYLINDER i CYLINDER COMPRESSIVE N MBER LABORATORY ID ORENTI SENOO( DAYS) LOADTOTAL DIAMETER AREA STRENGTH (LBS.) (IN.) (SQ.IN.) (PSI) I TYPE OF BREAK j 1 A i 7 ! 12/06/0490650 i 6.00 i 28.27 3210 Cone 1 B 28 12/27/04 1 C 28 12/27/04 ! i 1 I D 28 12/27/04 SPECIFICATIONS 28 4000 Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative. specifications. Cylinders made by Architect's or Test results do not comply with Contractors representative. _ Cylinders delivered to PSI laboratory. applicable specifications. Respectfully submitted, Professional Service Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL.WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A-2004(7)F Professional Service Industries, Inc.•905 Turnpike Street, Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 781/821-6276 Town of North Andover Office of the Planning Department 10: Community Development and Services Division 400 Osgood Street North Andover,Massachusetts 01845 CH http://www.townofnortha.ndover.com P (978)688-9535 F (978)688-9542 M-E-M-O-R-A-N-D-U-M To: North Andover Planning Board cc: Heidi Griffin, Director CDS Frank Terranova, applicant Stephen Stapinski, &Robert Daley, Merrimack Engineering Services Robert Nicetta,Building Commissioner Chief Dolan, Fire Dept. Chief Stanley, Police Dept. From: Jacki Byerley, Planning Consultant Re: 1.211 Osgood Street-Modification ofApprbved Site Plan , Date: December 27, 2004 An application to modify an approved site plan has been submitted. The modification is to relocate AC units and bollards from the side of the building to rear. Eight parking spaces have also been added. A complete review in accordance with the site plan review special permit has not been conducted where as this project was just reviewed and approved in July. With the placement of the HVAC units and bollards to the rear of the building the access drive area has been reduced from the required 25'. The direction of the traffic flow has been reversed on the revised plans;an explanation of the revision has not been submitted. The four tandem parking spaces labeled for employees only pose a problem for the employees with shift changes or emergencies;they would not be able to get out of their parking spaces should someone park behind them or be able to pull into the spaces should a patron park there. The other additional four spaces reduce the required 25' access drive area down to 17'. With the review of the new placement of the HVAC units and parking spaces I would not recommend approval of the modification as submitted. mi/desktop 1211 OsgoodStreetMod BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 77" 77T0082 TRANSPORTATION M���s EN GIN EERING+CON STRUCTI ON TEN NEW ENGLAND BUSINESS CENTER DRIVE 1211 Osgood Street SUITE 107 - ANDOVER, MA 01a'10 Development TEL 978.794.1 792 - FAX 978.794.1 793 Transmittal No. 10 Date: 12/9/2004 From: Brant Ballantyne To: Bob Nicetta IV C5 Town of North Andover Fax: 978-688-9542 Building Department Pages: 400 Osgood Street N. Andover, MA 01845 Re: PSI Field Reports - Geotech Type: TRANSMITTAL Status: FYI Transmitting: No Copies Date Description 1 11/17/2004 PSI Field Report No.7 Comments: Additional (none) Page 1 of 1 . t ��; Information FIELD OBSERVATION REPORT ToBuild On No. 07 Engineering•Consulting•Testing Pae 1 of 7 Client TEC Location North Andover, MA Project Name Proposed Retail Development Contractor Gaffny Corp. Project Number 444-45018 Owner Frank Terranova&James D'Angelo Date 11/17/2004 weather Sunny,windy, cold, low 40's PSI Representative Jim Benitez Present at the Site Mike Yob-Gaffny Corp. (GC) Field Contact Mike Yob-Gaffny Corp. (GC) Rainey Belanger-Site Contractor Rainey Belanger-Site Contractor Arrived at 8:00 AM 77 Site at 3:00 PM Purpose of Site Visit-The purpose of today's site visit was to observe the progress of the earthwork operations. Field Observations: 1. Site contractor excavated the overnight groundwater saturated processed concrete backfill in the northeastern third of the building footprint.The saturated backfill removal generally extended to one-foot in depth, in an "L"shape, 57- feet in length and 15-feet wide from north to south, then 20-feet in length and 15-feet wide from east to west. 2.The northeastern corner of this removal area was excavated 3-feet deeper to allow placing a sump pump in an attempt to dewater. 3. The area within the"L"shape was covered with a geotextile fabric and backfilled with 3/4 inch crushed stone. 4. Site contractor personnel meanwhile, continued further compactive efforts with the 2.5-ton vibratory roller compactor over the remaining central and southern thirds of the building footprint. 5. Compaction tests were not performed because the backfill material contained more than 3 percent stones(larger than 3/4 inch). However, based on our field observation, the compacted fill appeared firm and un-yielding and is in our opinion suitable to support the proposed footings. (See photos 8 and 9). Submitted to: Mr. Mitch Kearny-TEC Copies: Respectfully Submitted Professional Service Industries,Inc. North Andover Proposed Retail Development, FOR 07 Page 2 of 7 � *s 1 9t .y,f�'„f'." '�� � & err ♦ 'L lL � �"!�,. Photo 1: Excavation of the northeastern corner of the footprint. -+r F yo-?' f a • .b� `} � ' .� ��� �.. � � tom• dF� .f. 7r¢.. k •'`t'..�✓,cs' �+.K;,. st`r' yi� .w�z. �„„. t .`i s'y.ri;f'fj°,,,+. !"-.��. ��`.i,. .' � �=tat ^l'F.."•� w.g4",y..�.;-'C��,F .r-,f'°�:J^ px.�'.t+`���""' Photo 2: The excavator going deep to place sump. North Andover Proposed Retail Development, FOR 07 Page 3 of 7 y Ya .'a ��✓ + ^"��`u� �Y'r w ^u d'. .}�i",a T '►.��.t.,r �'�r�y, 1'� „p..� rp.. �E ,,y�s' '" ` t,r' '3*Py,, ..r„ °r�''A. .,Ey.• jr { R s3s`� '"1t�:1 !�4 •�o z',,*4 ;�, �*'t.t`�N x,'�}��" �r .�' � ,.; . �:. � .R�'ffi'.c4..r *( .,w�y�';Yti�,��w ri cy� 4^r:#�s. � +1�� r.�*':"�sr'a„,,•�t,T7��� a`� �}�„r��j . 5•i i.�! / Y�jy'p� T+'yq..W .i' 3.t�.: ^ "moi est T`'.i,. ,�t ' �1../�k,,, , ^iryW '�S^ ,:d e. "ay l •+� � _•r'c�.s ti- t�, GCxvr`. i' ' ri������1� jr o� Photo 3: Groundwater seeps in as soon as material was excavated. ti��� j, t%"e, f° "aY•.-fix � ..,(�4�,'� > �E, •YP P44 int• ' �^$, ...+. ti•� �S e"V S;- � :._�. `"�'• � `�,.,,� ,�,.� ," �Vic'' ,� sa„ �! �.� • t ,p'p gR�^�A� ',j�.+. A 4•.; j•^ a� ~yv,:�at'DC" _�.:s.•,il.MaAne ' x�Q •„ py�r" x� i r �� _ `"7. $t 1r rdi �"'� t` a °' ar'to G +.. • �s«..• _..,,..,AdT�-'^Sat-'�� ���w7ir..+ka..�� - ��.�. ......J°..o .._,. � .,',� ��• Photo 4: Excavator bucket at three feet of depth. North Andover Proposed Retail Development, FOR 07 Page 4 of 7 i Val ZVI �a i u r ' *� �� ,:,.�. .? �+11Si:. x _ � 4 »YF'b�✓',a. `� T f^54k �� 1� {-1 Y .LL '« ^Ta+s�A+`�" `�'Y. Z Sri` sSA 'tea Te .qip,+-• �4�'`¢14. ' �.'j,,.syw�y N'a•.t.5 �xdir�4 r �' :'i'��}'e�^p�sf� « .T,,..� "�` t`i7''`�r�`.uay-��7..�.�� �.� �ia� � i."`..,« �,st ar �_ �•����..y,e�$��t''��Q��r=-.=�d+'+�stir�� a'�':,'1.`{�:" ;q,1r-'���yka :,,-'�''1a :�;•� '"fit' f $.,rme', '}#;s }' �7y4 r..',� `'se+T.P ro. .3.+y; 7�^�'y�.+�K~7-��'�`#�i.+. i 4 4�• ��#��'"�'�V'.�¢b"'t t�'3 6. ��1.. �✓e�yo�y Photo 5:About one-foot of water accumulation is observed within one hour. roll .. .� Y_-E�Y.a 'tl 1J �q�6y a 4 Photo 6: Water from just south of hole streams in. North Andover Proposed Retail Development, FOR 07 Page 5 of 7 i �(y� L" Vel e. t Photo 7: Geotextile fabric is placed on the ground, then 3/4-inch crushed stone on top. wt i' k. z Photo 8: By end of day, entire area is covered and crushed stone is up to bottom of footing grade. North Andover Proposed Retail Development, FOR 07 Page 6 of 7 1-4 - - J` JY Photo 9: 2.5-ton vibratory compactor at work along the eastern edge of the footprint. ra r8'r x . F Photo 10: By end of day, processed concrete footprint is firm and unyielding. PSI FOR 07 11/17/2004 Pg. 7 of 7 Groundwater saturated backfill remediation area a yt m ti AV Former building footprint Q ; Inforfnation /r �To Build On Engineering •Consulting• Testing December 8,2004 Mr.Mitchell Kearny Jr.,P.E. TEC Ten New England Business Center Drive Suite 301 Andover,MA 01810 RECEIVED Phone: (978) 794-1792 Fax: (987) 794-1793 DEC 9 2004 Re: Proposed Retail Development BUILDING North Andover,Massachusetts DEPT, PSI Project No. 444-45018 Dear Mr. Kearny: This letter is to provide a summary of our field observations at the site of the proposed retail development on Osgood Street in North Andover,Massachusetts. PSI provided a field representative to observe the removal of the unsuitable soils within the footprint of the proposed building and the excavations for the canopy footings. The excavations generally extended to the native well graded sand in accordance with the recommendation contained in our geotechnical report dated May 21,2004. The excavation within the footprint of the proposed building was backfilled to the bottom of the perimeter footings with crushed concrete fill. The installation of this material was observed by a PSI representative. The material was placed in 12-inch loose lifts and compacted with a vibratory roller compactor to a firm and unyielding condition. On the northern side of the proposed footprint, where the groundwater level was higher, the excavation was backfilled with 1/4 inch crushed stone. The excavations for the canopy footings were also backfilled with crushed stone. Our observations, to date, were documented in our field reports Nos. 1 to 8 (attached). Based on our field observations, we believe that the subgrade of footings was prepared in accordance with the recommendations in our geotechnical report and is suitable to support the proposed footings. This letter is subject to the limitations in our May 21, 2004 geotechnical report. If you have any questions,please call me. Very truly yours, Professional Service Industries,Inc. ;W. PIN CNIL NO .3bf3i4 � _, . .. Abdelmadjid M. Lahlaf,Ph.D., P.E. Geotechnical Department Manager � YAL ;a` CC. Mr.Bob Nicetta/Town Building Commissioner,Town of Andover Professional Service Industries, Inc.•10 Upton Drive,Suite 3•Wilmington,MA 01887•Phone:978/988-1142• Fax 978/988-2275 R AWInformation FIELD OBSERVATION REPORT MN .To Build On No. 01 Engineering•Consulting•Testing Page 1 of 5 Client TEC Location North Andover, MA Project Name Proposed Retail Development Contractor Gaffny Corp. Project Number 444-45018 Owner Frank Terranova&James D'Angelo Date 11/05/2004 Weather Cloudy,windy, cold, low 40's PSI Representative Jim Benitez Present at the Site Mike Yob-Gaffny Corp. (GC) Field Contact Mike Yob-Gaffny Corp. (GC) Rainey Belanger-Site Contractor Rainey Belanger-Site Contractor Arrived at 8:00 AM Left Site at 3:00 PM Purpose of Site Visit-The purpose of today's site visit was to observe the progress of the earthwork operations. Field Observations: 1. At the time of our arrival, the granular fill encountered near the ground surface during our previous explorations had been excavated over the majority of the building footprint and stockpiled in the northwestern corner of the site. Based on our observations of the sides of the excavations, it appears that between 6 inches and 2 feet of granular fill had been removed. 2. The contractor excavated the unsuitable fill material generally extending to depths up to 4.5 feet, to the native olive gray sand in about half of the southern quarter of the proposed building footprint. 3. The depth to the bottom of the unsuitable fill layer was variable. Removal of the unsuitable soil was generally stopped at the top of the native olive gray sand,with no over excavation into the native olive gray sand so as to reduce the amount of backfill. The footprint was excavated in a generally northbound direction today. See photos 1 and 2. 4. In a few areas, groundwater seeped at the bottom of the excavation upon removing the unsuitable soil. The contractor immediately backfilled these areas with the on-site processed concrete material. See photos 3 and 4. 5. By the end of the day, the site contractor had placed about a 1-foot lift of the on-site processed concrete over the entire southern quarter of the building footprint excavated today and applied a static 2.5-ton compactor over the backfill. One small area towards the northeastern area of the backfilled excavation appeared to be soft to the weight of the compactor after two passes, as observed. PSI requested the site contractor to stop rolling in the soft spot. See photos 5 and 6. Submitted to: Mr. Mitch Kearny-TEC Copies: File Respectfully Submitted Professional Service Industries,Inc. ..�J�0. y _ �•. 'h "�� ` J �d�y. t�r' ,e * � .fie ML�.XL ,pr. ��Y'S— iY 21, wit?, r Mhll A it Is �`3 Jam+ .'• _ ....- �-- `y �' T RV am Wt :' mei;' �f .�'•r.. ,y� ����:.i_''���t�ry�,L �zL�il Ja �'"}t ��A}`'�`'4 y�, .�J i�_ �. 'o -t�•' �i - .-tf s.d•.�S 'y Jl.-uZ. _•S�� 'i ' .t it}.ham '"�,�[n_�'�. A ` i F y.r�i4 rAF• +l'/�Ji i FJ1�1�-a 1�,Sy '�Y tYn�.•z` r `, .r 10 .-r r F . terry -�, '^ }i. •. �. l��'��' "- Y '� i z �� s //`�}d_, P i//!°; �_ �. - rpt it `��.� �" �• Y' �A ,, .�s��, -� -` J ,...,, .""'r zs- a g F.. � ..rw= .7�� 'i#ara���• �-�xti�''f kx�.� t ".'x7,7'� ".rv3 ^ •-'q$e� '` ��'<A"t. DT'2' $` ���,1 i'p'•f e L • ' •• - ••• -• D- - ••N •' 1 .•- • a� 17, ."&'•'� ��tom^ � -�( �''`'`.. � � 1' j �,y�. �' �_d�=;c�';f.r. � `*ti� ��y.it•r"4� �. '." F ti �.°�. � �' * •'cry . 'a�' ��+p Ory�r�. T •� r' .�'��{,�ek�y�ta.� t°ma Z�� s�€�#•-,ate s �,'g� w,�,.t� - a '." " ,."l-{•y+yl• lP+�v�t{+y'' 'r IN, ��,�4'i;t4`^y, M•" ?sy�i+i3 ... { •' ?�' tlfw� ,• �i ;�4��'''S.'�yk�`�''a Sy'}��=^.+�p� � t{� , ' Me`-1�n- +•'' '�t �3.� 'r '�. Vii: >'`^'s d' '.S. a* �fir►-s•cc» t}A t-�i. t. PSI FOR 01 `'° 11105/2004 1 Pg. 5 of 5 + :, 1 S 7- Sb 19�,.2rQ � Co i. Former building ---._, footprint Today's excavated area ��CO r r%dITfti Information FIELD OBSERVATION REPORT UoBuild On No. 08 Engineering•Consulting•Testing Pae 1 of 1 Client TEC Location North Andover, MA Project Name Proposed Retail Development Contractor Gaffny Corp. Project Number 444-45018 Owner Frank Terranova&James D'Angelo Date 12/08/2004 Weather Sunny, cold, low 50's PSI Representative Abdelmadjid M. Lahlaf Present at the Site Mike Yob-Gaffny Corp. (GC) Field Contact Mike Yob-Gaffny Corp. (GC) Left for site at 8.30 AM Aerrived from site 9.30 AM Purpose of Site Visit-The purpose of today's site visit was to observe the subgrade of the Canopy Footings. Field Observations: 1.At the time of our arrival, the contractor had prepared the subgrade for nine of the ten footings and backfilled with 3/4 inch crushed stone. 2. The PSI engineer observed the excavation for one footing. The excavation generally extended to the native tan, well graded sand at a depth of about 4.5 feet beneath the ground surface. Please note that the ground surface in the general vicinity of this footing was previously cut about 1 foot. The contractor placed about 18 inches of crushed stone to the bottom of footing elevation. 3. The PSI Engineer excavated by hand a small test pit at the bottom of the excavation of a footing prepared the previous day. The test pit indicated about 18 inches of crushed stone above the native well graded sand. 4. Due to the heavy rains the previous day, sloughing of the sides occurred in a few of the excavation. The PSI engineer recommended that the contractor remove material that caved in the footing excavation before placing concrete. 5. The contractor indicated that the footings will be formed the following day, and that concrete will be placed for the footings on Friday 12/10/04. 6. The subgrade of the footings observed by PSI appeared to have been prepared in accordance with the recommendations in our geotechnical report, and is suitable to support the proposed footings. Submitted to: Mr. Mitch Kearny-TEC Copies: Respectfully Submitted ,1 Professional Service Industries,Inc. TIAI11✓ TAL � 1 T0082 TRANSPORTATION MC�y■s EN SIN EERING+CON STRUCTI ON TEN NEW ENGLAND BUSINESS CENTER DRIVE 1211 Osgood Street SUITE 107 - ANDOVER, MA 01610 Development TEL 97B.794.1 792 - FAX 978.794.1 793 Transmittal No. Date: 12/6/2004 From: Brant Ballantyne To: Bob Nicetta Town of North Andover Fax: 978-688-9542 Building Department Pages: 400 Osgood Street N. Andover, MA 01845 Re: Weekly Reports Type: TRANSMITTAL Status: AS REQUESTED Transmittina: No Copies Date I Description PSI Field Observation Reports No.'s 1 thru 6 I BTEC Weekly Reports No.'s 1 thru 5 Comments: Mr.Nicetta, Concrete test cylinders were taken for the foundation but 7-day test specimens have not been tested yet. Upon testing,you will be sent the results. Feel free to contact me with any questions. S� Additional J. D'Angelo, Owner F.Terranova, Owner Page 1 of 1 WEEKLY REPORT TRANSPORTATION MC�y�s EN GIN EERING+CONSTRUCTI ON TEN NEW ENGLAND BUSINESS CENTER DRIVE 1211 Osgood Street SUITE 107 - ANDOVER, MA 01 E310 Development TEL 978,794.1 792 - FAX 978.794.1 793 Weekly Report No.: 1 Week of: 1111-1115 Report by: Brant Ballantyne General: 1. Excavation begins in southern end of building footprint and continues northward. 2.PSI is on-site to determine which soils are to be excavated,segregated and re-used. Soils within the building footprint will be removed and backfilled with suitable material. The parking lot soil will be proof-rolled. Work Progress: -No dump trucks on-site this week -PSI indicated the roller that is on-site will not suffice -Gas company was on-site to cut abandoned gas main Inspection Items: Circulation: Additional J. D'Angelo, Owner F.Terranova, Owner R. Nicetta, NA Bldg. Dept. Circulation Date: 12/6/2004 Page 1 of 1 WEEKLY REPORT TRANSPORTATION MC�y■s EN GIN EERING+CON STRUCTI ON TEN NEW ENGLAND BUSINESS CENTER DRIVE 1211 Osgood Street SUITE 107 - ANDOVER, MAD 1 81 D Development TEL 978.794.1 792 - FAX 978.794.1 793 Weekly Report No.: 2 Week of: 11/8-11/12 Report by: Brant Ballantyne General: 1. Soil excavation continues in northern end of building footprint. Material has been segregated and stockpiled as instructed by PSI. Un-usable soil is being hauled off-site. M.Yobe to deliver copies of all drop-off and delivery slips to TEC. 2. Structural fill brought on-site and spread and compacted within footprint,beginning in the southern end. PSI on-site to oversee compaction and conduct tests. 3. Temporary work trailer has been moved from northeast comer to south corner of site. 4. Stormceptor unit will be delivered to the site on 11/11. Work Progress: -GAFFNY dwill submit shop drawings for foundation reinforcing to Structural Engineer for approval. -PSI representative remains on-site this week for soil sample collection and to conduct various soil tests -Excavation yielded 1000 cubic yards of unsuitable bearing material to be hauled off-site Inspection Items: Circulation: Additional J. D'Angelo, Owner F.Terranova, Owner R. Nicetta, NA Bldg. Dept. Circulation Date: 12/6/2004 Page 1 of 1 WEEKLY REPORT TRANSPORTATION MC�y■s EN SIN EERING-I-CONSTRUCTION TEN NEW ENGLAND BUSINESS CENTER DRIVE 1211 Osgood Street SUITE 1 07 - ANDOVER, MA 01 81 0 Development TEL 978.794.1 792 - FAX 978.794.1 793 Weekly Report No.: 3 Week of: 11/15-11/19 Report by: Brant Ballantyne General: 1. Excavation of building footprint complete. 2. Structural fill(processed material)compaction is complete under foundation walls 3.Formwork and reinforcement for building footings in place,in preparation for concrete placement,scheduled for 11/22. Mesasurements confirm footing reinforcement is in conformance with plans. Forms placed at 2'apart with 2 horizontal#5 bars and overlaps appeared to be 2'. 4. Additional bent bars were used at corners. Work Progress: -Filter fabric was ordered and delivered to site. Crushed stone arrived and was placed on filter fabric in northeast corner of building footprint. As advised by PSI,this corner will be dewatered with a pump to be drained into catch basin away from footprint. - 11/17: PSI on-site to determine acceptability of compaction. Nuclear densometer cannot be used to test processed material,so a demonstration of compaction was performed. The roller did not cause any yield of the material,indicating that the material had been properly prepared for 2.5 tsf bearing,which exceeds the required bearing capacity-PSI will provide memo of findings and acceptance. - 11/18: Merrimack Engineering was on-site to set building the corners Inspection Items: Circulation: Additional F.Terranova, Owner J. D'Angelo, Owner R. Nicetta, NA Bldg. Dept. Circulation Date: 12/6/2004 Page 1 of 1 WEEKLY REPORT TRANSPORTATION MCI.ay�.S EN GIN EERING+CON STRUCTI ON TEN NEW ENGLAND BUSINESS CENTER DRIVE 1211 Osgood Street SUITE 107 - ANDOVER, MA O1 S 1 0 Development TEL 975.794.1 792 - FAX 978.794.1 793 Weekly Report No.: 4 Week of: 11/22-11/26 Report by: Brant Ballantyne General: 1.Concrete footings are placed and formwork removed. Vertical reinforcement for foundation walls in installed shortly after concrete is placed. #4 bars at 16"on center in 8"walls. #4 horizontal reinforcment bars are tied to vertical bars at top,bottom and middle of walls,as per drawings. 2. Formwork for foundation walls is installed in preparation for concrete placement beginning at 8am on 11/29. Work Progress: -Water pump installed in northeast corner for water control. -Merrimack Engineering on-site to survey floor elevations on inside of footings. Inspection Items: Circulation: Additional J. D'Angelo, Owner F.Terranova, Owner R. Nicetta, NA Bldg. Dept. Circulation Date: 12/6/2004 Page 1 of 1 WEEKLY REPORT TRANSPORTATION MCL.ay�S ENSIN EERING+CONSTRUCTI ON TEN NEW ENGLAND BUSINESS CENTER DRIVE 1211 Osgood Street SUITE 107 - ANDOVER, MA 0181 0 Development TEL 97B.794.1 792 - FAX 978.794.1 793 Weekly Report No.: 5 Week of: 11/29-12/3 Report by: Brant Ballantyne General: 1.Foundation walls are placed. Level is used to locate top of wall elevations. Blockouts are provided in walls for utility penetrations. 2.Wall reinforcement was installed in footings prior to concrete placement and is in conformance with structural drawings. Work Progress: -Anchor bolts for steel columns have been set using the leveling plate as a bolt template. Anchor bolts for the wood sill are being wet-sticked. They are appropriately spaced. -Cold joints had shear keys and continuous wall reinforcing. -First concrete delivery tested at a high slump,which is excessive. Concrete cylinders were cast for strength testing,then collected by PSI. Successive trucks yeilded lower slump by visual observations. Inspection Items: Circulation: Additional J. D'Angelo, Owner F.Terranova, Owner R. Nicetta, NA Bldg. Dept. Circulation Date: 92/6/2004 Page 9 of 1 f � Information FIELD OBSERVATION REPORT EToBuild On No. 01 Engineering•Consulting•Testing Page 1 of 5 Client TEC Location North Andover, MA Project Name Proposed Retail Development Contractor Gaffny Corp. Project Number 444-45018 Owner Frank Terranova &James D'Angelo Date 11/5/2004 weather Cloudy,windy, cold, low 40's PSI Representative Jim Benitez Present at the site Mike Yob-Gaffny Corp. (GC) Field Contact Mike Yob-Gaffny Corp. (GC) Rainey Belanger-Site Contractor Rainey Belanger-Site Contractor Arrived at 8:00 AM Len site at 3:00 PM Purpose of Site Visit-The purpose of today's site visit was to observe the progress of the earthwork operations. Field Observations: 1. At the time of our arrival,the granular fill encountered near the ground surface during our previous explorations had been excavated over the majority of the building footprint and stockpiled in the northwestern corner of the site. Based on our observations of the sides of the excavations, it appears that between 6 inches and 2 feet of granular fill had been removed. 2. The contractor excavated the unsuitable fill material generally extending to depths up to 4.5 feet, to the native olive gray sand in about half of the southern quarter of the proposed building footprint. 3. The depth to the bottom of the unsuitable fill layer was variable. Removal of the unsuitable soil was generally stopped at the top of the native olive gray sand,with no over excavation into the native olive gray sand so as to reduce the amount of backfill. The footprint was excavated in a generally northbound direction today. See photos 1 and 2. 4. In a few areas, groundwater seeped at the bottom of the excavation upon removing the unsuitable soil. The contractor immediately backfilled these areas with the on-site processed concrete material. See photos 3 and 4. 5. By the end of the day, the site contractor had placed about a 1-foot lift of the on-site processed concrete over the entire southern quarter of the building footprint excavated today and applied a static 2.5-ton compactor over the backfill. One small area towards the northeastern area of the backfilled excavation appeared to be soft to the weight of the compactor after two passes, as observed. PSI requested the site contractor to stop rolling in the soft spot. See photos 5 and 6. Submitted to: Mr. Mitch Kearny-TEC Copies: File Respectfully Submitted Professional Service Industries, Inc. F North Andover Proposed Retail Development, FOR 01 Page 2 of 5 �Jy i �� y«,,,.r��7 •�'^r �'��."� �. -7,n�79"�`.moi .�j, { �`+y� � � �: r� .. �a S h W b cg" Photo 1: Excavation of the southern quarter of the footprint. M �a IN �„"'� .=_'ter+. "�� 'r x� g� ��:� �-r � .i.� "�,'�a �''� �• $ v t y,w cit Photo 2: The excavation extended down to the native olive gray sand with gravel. North Andover Proposed Retail Development, FOR 01 Page 3 of 5 F $ aster r.. ,,� �.�. . 4 '4 Photo 3: On-site processed concrete soil was immediately placed in the few wet spots. ..;-� c } `d "�'" � s� .c y< Sem � + ..,�,.• ,��,�, .'y �.�4 :�*��" a f°`'+s �'h E a Photo 4: On-site processed concrete soil being placed over the exposed subbase. North Andover Proposed Retail Development, FOR 01 Page 4 of 5 ..:o-�-a+�.sb..�-r .,�,""" �_ �`'� -.r� wr.r yaw''• L r17. Win Photo 5: 2.5-ton roller static rolling the backfill. M^k ra.� o a "r r ^vim. yar sr x)or g Photo 6: Roller passing over the observed soft spot the second time. ✓' PSI FOR 01y� =w., 11/05/2004 E ' y` 1 SII,..,,, r;^ Former building footprint Today's excavated area e r Information FIELD OBSERVATION REPORT tPS' UoBuild On No. 02 Engineering•Consu/fing•Testing Page 1 of 5 Client TEC Location North Andover, MA Project Name Proposed Retail Development Contractor Gaffny Corp. Project Number 444-45018 Owner Frank Terranova &James D'Angelo Date 11/8/2004 Weather Sunny,windy, cold, low 40's PSI Representative Jim Benitez Present at the Site Mike Yob-Gaffny Corp. (GC) Field Contact Mike Yob-Gaffny Corp. (GC) Rainey Belanger-Site Contractor Rainey Belanger-Site Contractor Arrived at 1:00 PM Lett Site at 4:00 PM Purpose of Site Visit-The purpose of today's site visit was to observe the progress of the earthwork operations. Field Observations: 1. Site contractor excavated unsuitable fill material extending to the native olive gray sand with gravel in the southwestern corners area, the western central third of the proposed building footprint, and along the northern edge of the previous building footprint. See photos 1 and 2. The excavation within the footprint of the previous building stopped in the processed concrete that was placed as backfill after the building demolition. 2.The depth to the bottom of the unsuitable fill layer was variable. Removal of the unsuitable soil was generally stopped at the top of the native olive gray sand,with no over excavation into the native olive gray sand so as to reduce the amount of backfill. The footprint was excavated in a generally northbound direction today.The excavation for the unsuitable materials generally extended to depths ranging between 4.5-feet to 6-feet beneath the original ground surface. 3. In a few areas, groundwater seeped at the bottom of the excavation upon removing the unsuitable soil. The contractor immediately backfilled these areas with the on-site processed concrete material. Material from the top 2 to 3 feet within the previous building footprint was spread to the west and to the north. See photos 3 and 4. 4. By the end of the day, the southern half of the central third of the building footprint had been excavated and backfilled with a 1-foot lift of the on-site processed concrete soil covering the native olive gray sand with gravel. The site contractor also applied a static 2.5-ton compactor over the backfill.The site contractor stopped rolling in the small areas of the backfilled excavation that appeared to be soft to the weight of the compactor, after two passes. See photo 5. Submitted to: Mr. Mitch Kearny-TEC Copies: File Respectfully Submitted Professional Service Industries, Inc. North Andover Proposed Retail Development, FOR 02 Page 2 of 5 IN r � c a azo'. .,, mow, MEN Photo 1: Excavation of the southern third of the footprint. -;Lr, w, �k �a s Photo 2: The excavator working along the western edge of the footprint. North Andover Proposed Retail Development, FOR 02 Page 3 of 5 'A7 r .. �A :. — .+�.9 '�'*lf' O.cY� jls�,,r« ^� _ {�a1,$ .iii `�•' c 6)"M �.:. .✓'�.`.. h°c'a� T .ter' a f� Photo 3: On-site processed concrete soil was spread along the central western side. ' ��� � 4 _t`Ss is•.+ fF ,..�.+�ti,�4 Photo 4: On-site processed concrete soil spread further north. �r • North Andover Proposed Retail Development, FOR 02 Page 4 of 5 S F reFl lIT MCI S �'y c YM1 CF,t S x a• � r.-t- � '� ,� 'fig � :.a�•e.9• erir. .,.+G�s .., '7[�'°�� w ::as= :ft?� r..,��. . .�....., u."'�g*."�T �, �.ra:a:*:' Photo 5: 2.5-ton roller static rolling the backfill left some tracks on the soft spots. y PSI FOR 02r=-' 11/08/2004 } Pg. 5 of 5 4., t IP Today's excavated area. Today's excavated area. Former building / footprint Today's excavated area. U 1 ,r +iInformation FIELD OBSERVATION REPORT rjm.5% `71 To Build On No. 03 Engineering•ConsuRing.Testing Page 1 of 4 Client TEC Location North Andover, MA Project Name Proposed Retail Development Contractor Gaffny Corp. Project Number 444-45018 Owner Frank Terranova &James D'Angelo Date 11/9/2004 Weather Sunny, windy, cold, low 40's PSI Representative Jim Benitez Present at the Site Mike Yob-Gaffny Corp. (GC) Field Contact Mike Yob-Gaffny Corp. (GC) Rainey Belanger-Site Contractor Rainey Belanger-Site Contractor Arrived at 8:00 AM Lett Site at 4:00 PM Purpose of Site Visit-The purpose of today's site visit was to observe the progress of the earthwork operations. Field Observations: 1. Site contractor excavated the unsuitable fill material extending to the native olive gray sand with gravel in the northwestern quarter of the proposed building footprint today. 2. The depth to the bottom of the unsuitable fill layer was variable. Removal of the unsuitable soil was generally stopped at the top of the native olive gray sand, with no over excavation into the native olive gray sand so as to reduce the amount of backfill. The footprint is being excavated in a generally northbound direction along the northwestern quarter today. See photos 1 and 2. The excavation for the removal of the unsuitable soil generally extended to a depth of about 6-feet from the original ground surface. 3. In a few areas, groundwater seeped at the bottom of the excavation upon removing the unsuitable soil. The contractor immediately backfilled these areas with the on-site processed concrete material. All the excavated unsuitable soil was hauled off site as soon as it was excavated. See photos 3 and 4. 4. By the end of the day, the entire northwestern quarter of the building footprint had been excavated and backfilled with a 1-foot lift of the on-site processed concrete soil covering the native olive gray sand with gravel. The site contractor also applied a static 2.5-ton compactor over the backfill. The site contractor stopped rolling after two passes, in small areas of the backfilled excavation that appeared to be soft to the weight of the compactor. Submitted to: Mr. Mitch Kearny-TEC Copies: File Respectfully Submitted Professional Service Industries, Inc. It North Andover Proposed Retail Development, FOR 03 Page 2 of 4 mak' r te••� "�7Vr�' ..r4.f..a tk�. h'i i{.�°.sd GK " A. - '� � w i v saM?" .p a• °�.�,ya i•'"` mdr .,t yrvC �,;� ".y, ty� ���c��i�R� �� � k�&.•��n,a,�yr�4" a•� men, � �'"�: Iq:'` .* 1*�. �'�"���a�" "��.���..•rXy��. s�� ��Y��'�„R^F'���� -f �„Y�l� ��t '� Photo 1: Excavation of the northwestern quarter of the footprint. S i1`y �` �'��`y�a�t�'� ^,�.:x s i'... £„�'tr.� .�' �fir' .u, x ..S2`y�.�; y �•Y xY ��f :. c. [ �"� ;�s-• <� k�� ,� ,',+&r �; r� � m�ra1 ar�s't� •_'-'�a ,,,�� y s ��'3y�' .y �a� 7�` a•i, z���}��- yam, k a x fi �����i.�+." F ��'3 x"`s ,� . .. s s '1. ' '$ Photo 2: The excavator working along the northwestern edge of the footprint. S North Andover Proposed Retail Development, FOR 03 Page 3 of 4 7,7 "sr t ms`s ,. i „.,..., I i—:. w. a r^ .�..�'44. to Ry���'�'� r k��'"� ��{?.,%�, ��''`.�� J't 'rz_ s '�` ��` L .h y. •.a`x •yr��y, c, w1 � "�yr���, c. 3 R �.i )P^� 1�'S.an +'"Fe�,k., � �x.k% �•+.l li, 'S` i"� �• r r Nlit { 7 Photo 3: Unsuitable soil was hauled off site as soon as it was excavated. 77. s: Y = IMr- n' f Xi Ir- .sem. si r '9; d�v.3x€.�, d•S! �'�G--, .e�'4' � ��� yr �S4K•tic1� �'k�, I -yah �,� �i#� � D �r Y`� �' -`YT^•h�T' � p.. 4 f - 9 fiao...o.�.Yx._...... �, Photo 4: Unsuitable soil was hauled off site as soon as it was excavated. �• PSI FOR 03 11/09/2004 Pg. 4 of 4 21 4�1 f i Today's excavated area. r � 1 i I i Y ;y�fh • �r r: z ?- Former building .�_ footprint a Fm ��, Information FIELD OBSERVATION REPORT � To Build On No. 04 Engineering•Consulting•Testing Page 1 of 5 Client TEC Location North Andover, MA Project Name Proposed Retail Development Contractor Gaffny Corp. Project Number 444-45018 Owner Frank Terranova &James D'Angelo Date 11/10/2004 weather Sunny,windy, cold, low 40's PSI Representative Jim Benitez Present at the site Mike Yob-Gaffny Corp. (GC) Field Contact Mike Yob-Gaffny Corp. (GC) Rainey Belanger-Site Contractor Rainey Belanger-Site Contractor Arrived at 1:00 PM Left Site at 4:00 PM Purpose of Site Visit-The purpose of today's site visit was to observe the progress of the earthwork operations. Field Observations: 1. Site contractor excavated the unsuitable fill material extending to the native olive gray sand with gravel in the northern quarter of the proposed building footprint today. 2. The depth to the bottom of the unsuitable fill layer was variable. Removal of the unsuitable soil was generally stopped at the top of the native olive gray sand, with no over excavation into the native olive gray sand so as to reduce the amount of backfill.The footprint is being excavated in a generally northbound direction along the northeastern quarter today. See photos 1 and 2.The excavation for the removal of the unsuitable soil generally extended to depths between 6 and 7-feet beneath the original ground surface. 3. In a few areas, groundwater seeped at the bottom of the excavation upon removing the unsuitable soil. The contractor immediately backfilled these areas with the on-site processed concrete material. All the excavated unsuitable soil was hauled off site as soon as it was excavated. See photo 3. All the on-site processed concrete has been applied against the native subbase, and more of the same material is being trucked in from a source in Kingston, MA. See photos 4 and 5. 4. By the end of the day, the entire northeastern quarter of the building footprint had been excavated and backfilled with a 1-foot lift of processed concrete soil covering the native olive gray sand with gravel. The site contractor also applied a static 2.5-ton compactor over the backfill.To reduce the potential of disturbing the native olive gray sbgrade, the site contractor stopped rolling after two passes in the small areas of the backfilled excavation that appeared to be soft to the weight of the compactor. Submitted to: Mr. Mitch Kearny-TEC Copies:.File Respectfully Submitted Professional Service Industries, Inc. a e- North Andover Proposed Retail Development, FOR 04 Page 2 of 5 ..... �A4' at NM a •'(. f �y'Y' � 6 �• 'Y} 2e �K L` �Q �L h7�wi, � k.,"j,.# � aR�. s r • " @ j� , pe t Y .�`�,�� . . _ '�, s'��rya � � � ,�, a � I .• �' � �`��'�� ��f ,� .w x..^.:.!x,...�...; Photo 1: Excavation of the northeastern quarter of the footprint. 1� Ig Inc& �c Photo 2: The excavator working along the northwestern edge of the footprint. 4 P North Andover Proposed Retail Development, FOR 04 Page 3 of 5 - -� s � z r =1010' ra. Photo 3: Unsuitable soil was hauled off site as soon as it was excavated. ,rp;•P=,:�.: Y �� � ?,gyp �+ —— _� 1 �+�"�4 3' z°; Ar o .kms'+ V •d hL • �l�l e.r Photo 4: More of the processed concrete soil is being trucked in. A North Andover Proposed Retail Development, FOR 04 Page 3 of 5 a• WNW' —747-4 . P� I i:.4. 7 v�'.:&:: may: �b nea* t.,>s.,•e, y,�e„ -aa,�� '�➢^ vx.,a.„!.;w. R ._.�..,ww �.�o-4a'..n, w.....`-.S.i....,u.�<.... .. .=aa.�:r^.......... .J"� "4r'�m✓�.. '�S' �' .�:�.ii.,..o.. ..,,_s.....-,'a•`.,.w._.. h��,. Photo 5: More of the processed concrete soil is being trucked in. PSI FOR 04 = - 11/10/2004 Pg. 4 of 4 t - - .� _,. . � l Today's excavated area. o { . Jr Former building ' 4 footprint ` AN r F a Am Info nnation FIELD OBSERVATION REPORT r'�ToBuild On No. 05 Engineering a Consuftfng•Testing Page 1 of 4 Client TEC Location North Andover, MA Project Name Proposed Retail Development Contractor Gaffny Corp. Project Number 444-45018 Owner Frank Terranova &James D'Angelo Date 11/11/2004 Weather Sunny,windy, cold, low 40's PSI Representative Jim Benitez Present at the Site Mike Yob -Gaffny Corp. (GC) Field Contact Mike Yob-Gaffny Corp. (GC) Rainey Belanger-Site Contractor Rainey Belanger-Site Contractor Arrived at 2:00 PM Left Site at 4:00 PM Purpose of Site Visit-The purpose of today's site visit was to observe the progress of the earthwork operations. Field Observations: 1. Site contractor spread more of the imported processed concrete soil over the northern quarter of the proposed footprint. Excavation of unsuitable material was apparently completed earlier in the day prior to PSI's arrival to the site. Approximate depth of excavation extended 6 to 7-feet. 2.A one-foot lift of the processed concrete was placed and statically rolled with the 2.5-ton compactor prior to PSI's arrival. See photos 1 and 2. 3.The GC requested that density measurments be taken within the footprint of the proposed footings. One field density test was performed near the west side of the proposed building footprint.The test indicated a relative compaction less than 95 percent. The PSI representative indicated to the contractor that in materials that contain more than 30 percent particles larger than 3/4 inch, the test results from the nuclear density gauge are typically not reliable. 4.The PSI representative indicated to the contractor that further compaction with a vibratory roller compactor is needed within the footprint of the proposed footings.The PSI representative also suggested that a larger compactor be mobilized to the site if needed. 5.The site contractor indicated to us that he intends to use the stockpile of material located in the northeastern corner of the site under the sidewalks and parking areas. PSI requested that the site contractor excavate a few excavator buckets of the material to the side of the pile to observe its quality. See photos 3 and 4. The material generally consisted of well graded sand with about 20% gravel and traces of dark brown loam material. Submitted to: Mr. Mitch Keamy-TEC Copies: File Respectfully Submitted Professional Service Industries, Inc. f d U North Andover Proposed Retail Development, FOR 05 Page 2 of 4 zy <2 ash :e ta° 3d Sw- 04. e Photo 1: Processed concrete placed in northern quarter of the footprint. � ., _ . _ 5 _ 4 ,y,� nl't % a eRwe,Et,y W}, lF. ai.a as e � 0 Yt + > n t I x4 4 ���• i i � u `fid, Photo 2: Processed concrete placed in northern quarter of the footprint. „ A Y North Andover Proposed Retail Development, FOR 05 Page 3 of 4 F 41, x a � �” � 'fir" �^� � " ,. `<,t •. ��. Photo 3: Stocpile in the northeastern corner of the site. •= �"i 4 -�' y Syi:•".:ate+ w -a- �..<» `<n c•; VAX ��-'q,•."a'�i�• ~,.�,R.d^^.t-F�R`<`;ii �"'f-crci" -°h;,' Mµ`�+t ��'jt��. �.� .tr •s a T �� �'�✓b zeY �•� ��° .,'i• dam'• ��,q �s.` .. Sof :d:c �j^.�. � .,,��, Photo 4: Trace of loam and about 20% 1.5"stone found in pile. PSI FOR 05 - " 11/11/2004 � = Pg. 4 of 4 , N ` 1 . .��°�..,ry �� ,� �� •r Today's excavated area. . .. 'r A', =w� �.V Former building ' - �_ footprint a Ms��i Information FIELD OBSERVATION REPORT .TS. eToBuild On No. 06 Engineering•Consulting•Testing Page 1 of 2 Client TEC Location North Andover, MA Project Name Proposed Retail Development Contractor Gaffny Corp. Project Number 444-45018 Owner Frank Terranova &James D'Angelo Date 11/12/2004 weather Snowy, cold, low 30's PSI Representative Jim Benitez/Madjid Lahlaf Present at the Site Madjid Lahlaf-PSI Field Contact Mike Yob-Gaffny Corp. (GC) Jim Benitez-PSI Rainey Belanger-Site Contractor Amved at 11:00 AM Left Site at 11:30 AM Purpose of Site Visit-The purpose of today's site visit was to observe the progress of the earthwork operations. Field Observations: 1.The contractor did not perform work on this day and was not on-site. 2. PSI's project manager arrived on site to observe the extent of the excavation and the backfill. 3. Depth measurements were taken to estimate extent of excavation from the original grades. See site drawing for measurement locations. 4.A small area in the far northeastern corner of the footprint was observed to be wet. PSI recommends that one foot of crushed stone be placed in this area before continuing with backfilling operations. The crushed stone should be separated from the subgrade with a geotextile fabric. Disturbed material should be removed before placing the crushed stone. 5.Areas near the limit of the proposed building appeared not to have been adequately compacted as indicated in our FOR No. 5.These areas should be compacted with a vibratory roller compactor. Submitted to: Mr. Mitch Kearny-TEC Copies: File Respectfully Submitted Professional Service Industries, Inc. P94 FOR 06 � 11/12/2004 Pg 2 of 2 7-foot excavation 6-foot excavation � Wet area to be repaired. E 6-foot excavation _19 Former building footprint 4.5-foot excavation - 4.5-foot excavation Note: Depths shown were estimated from the original ground surface to the bottom of the excavation prior to placing backfill and are within±6 inches. F ��o Information FIELD OBSERVATION REPORT /rToBuild On No. 07 Engineering a Consulting•Testing Pae 1 of 7 Client TEC Location North Andover, MA Project Name Proposed Retail Development Contractor Gaffny Corp. Project Number 444-45018 OwnQr Frank Terranova&James D'Angelo Date 11/17/2004 weather Sunny,windy, cold, low 40's PSI Representative Jim Benitez Present at the Site Mike Yob-Gaffny Corp. (GC) Field Contact Mike Yob-Gaffny Corp. (GC) Rainey Belanger-Site Contractor Rainey Belanger-Site Contractor Arrived at 8:00 AM Left Site at 3:00 PM Purpose of Site Visit-The purpose of today's site visit was to observe the progress of the earthwork operations. Field Observations: 1. Site contractor excavated the overnight groundwater saturated processed concrete backfill in the northeastern third of the building footprint. The saturated backfill removal generally extended to one-foot in depth, in an "L"shape, 57- feet in length and 15-feet wide from north to south, then 20-feet in length and 15-feet wide from east to west. 2. The northeastern corner of this removal area was excavated 3-feet deeper to allow placing a sump pump in an attempt to dewater. 3. The area within the"L"shape was covered with a geotextile fabric and backfilled with 3/4 inch crushed stone. 4. Site contractor personnel meanwhile, continued further compactive efforts with the 2.5-ton vibratory roller compactor over the remaining central and southern thirds of the building footprint. 5. Compaction tests were not performed because the backfill material contained more than 3 percent stones(larger than 3/4 inch). However, based on our field observation, the compacted fill appeared firm and un-yielding and is in our opinion suitable to support the proposed footings. (See photos 8 and 9). Submitted to: Mr. Mitch Kearny-TEC Copies: Respectfully Submitted Professional Service Industries,Inc. t North Andover Proposed Retail Development, FOR 07 Page 2 of 7 'i a Photo 1: Excavation of the northeastern corner of the footprint. P u Y yp�y �E h,,•ac i. � `"A' fX � '..:����� � �''.� r" .,ice,' .'°`1 -0V�y� �,ff"`dr, ���^i'�i Y�. 4'rfLl^!' Photo 2: The excavator going deep to place sump. North Andover Proposed Retail Development, FOR 07 Page 3 of 7 „d '...tyt t,. 1tL19 1111 a 4wq L '�! '•�� Photo 3: Groundwater seeps in as soon as material was excavated. �. 1 ;art � •. ��Y': a.^. .4.n ,_�, ��� -rO Y�E,-. � hV.:a��1F� ��*,,.�'�' ,,.Y;?y y'.. 3x'Y., YF t •T^. .. h C 14. Photo 4: Excavator bucket at three feet of depth. North Andover Proposed Retail Development, FOR 07 Page 4 of 7 e a F 8rt 'i �• '': .s' — yy �.. '_7nfid' S � ��'i��(gr�� �l .i t�»�,f, "�y� e P� X+ ^�R 'r#A � r� W°t,+'f� 4�+�• ,�`d` Lr � "" �' ��'tf fy�.�'. �S_ * .'`� a, y t • F' {4 h ^� v u {i, rfir wA G VGX(t Y t �, .f '.� Photo 5: About one-foot of water accumulation is observed within one hour. y« g ve t°^ t Photo 6: Water from just south of hole streams in. trL f j Df, t7*. /! ' R. Nf Aw <yk$ y}Lrj 4;,,},II� ' a",f7a{.1 rt {I NI jy T �.•'M � M _•:::ta $ik��"✓�c'Fwfr�:"idty,`�;."'�S.{i 1�q,�i� +i'�+�;,:jat'z{fit � .�. .r '.i� .:.',.rle�cy�:4 ,a�°,-'�"�� North Andover Proposed Retail Development, FOR 07 Page 6 of 7 s *r Photo 9: 2.5-ton vibratory compactor at work along the eastern edge of the footprint. 1..a S n' Photo 10: By end of day, processed concrete footprint is firm and unyielding. PSI'FOR 07 ? 11/17/2004 - Pg. 7 of 7 Groundwater saturated backfill remediation area a 19 Former building �- footprint J `v Information FIELD OBSERVATION REPORT ZIff eToBuild On No. os Engineering•Consulting•Testing Pae 1 of 2 Client TEC Location North Andover, MA Project Name Proposed Retail Development Contractor Gaffny Corp. Project Number 444-45018 Owner Frank Terranova&James D'Angelo Date 11/12/2004 weather Snowy, cold, low 30's PSI Representative Jim Benitez/Madjid Lahlaf Present at the site Madjid Lahlaf-PSI Field Contact Mike Yob-Gaffny Corp. (GC) Jim Benitez-PSI Rainey Belanger-Site Contractor Arrived at 11:00 AM Left Site at 11:30 AM Purpose of Site Visit-The purpose of today's site visit was to observe the progress of the earthwork operations. Field Observations: 1. The contractor did not perform work on this day and was not on-site. 2. PSI's project manager arrived on site to observe the extent of the excavation and the backfill. 3. Depth measurements were taken to estimate extent of excavation from the original grades. See site drawing for measurement locations. 4.A small area in the far northeastern corner of the footprint was observed to be wet. PSI recommends that one foot of crushed stone be placed in this area before continuing with backfilling operations. The crushed stone should be separated from the subgrade with a geotextile fabric. Disturbed material should be removed before placing the crushed stone. 5.Areas near the limit of the proposed building appeared not to have been adequately compacted as indicated in our FOR No. 5. These areas should be compacted with a vibratory roller compactor. Submitted to: Mr. Mitch Kearny-TEC Copies: File Respectfully Submitted Professional Service Industries, Inc. 1 PSI FOR 06 11/12/2004 Pg. 2 of 2 7-foot excavation 6-foot excavation Wet area to be repaired. 6-foot excavation fig ?10 Alt EZ f 6z Former building footprint t� t 4.5-foot excavation -- - 4.5-foot excavation Note: Depths shown were estimated from the original ground surface to the bottom of the excavation prior to placing backfill and are within t 6 inches. ' �' Information FIELD OBSERVATION REPORT L/'�ToBuild On No. 05 Engineering•Consulting•Testing Pae 1 of 4 Client TEC Location North Andover, MA Project Name Proposed Retail Development Contractor Gaffny Corp. Project Number 444-45018 Owner Frank Terranova&James D'Angelo Date 11/11/2004 weather Sunny,windy, cold, low 40's PSI Representative Jim Benitez Present at the Site Mike Yob-Gaffny Corp. (GC) Field Contact Mike Yob-Gaffny Corp. (GC) Rainey Belanger-Site Contractor Rainey Belanger-Site Contractor Arrived at 2:00 PM Left Site at 4:00 PM Purpose of Site Visit-The purpose of today's site visit was to observe the progress of the earthwork operations. Field Observations: 1. Site contractor spread more of the imported processed concrete soil over the northern quarter of the proposed footprint. Excavation of unsuitable material was apparently completed earlier in the day prior to PSI's arrival to the site. Approximate depth of excavation extended 6 to 7-feet. 2. A one-foot lift of the processed concrete was placed and statically rolled with the 2.5-ton compactor prior to PSI's arrival. See photos 1 and 2. 3. The GC requested that density measurments be taken within the footprint of the proposed footings. One field density test was performed near the west side of the proposed building footprint. The test indicated a relative compaction less than 95 percent. The PSI representative indicated to the contractor that in materials that contain more than 30 percent particles larger than 3/4 inch, the test results from the nuclear density gauge are typically not reliable. 4. The PSI representative indicated to the contractor that further compaction with a vibratory roller compactor is needed within the footprint of the proposed footings.The PSI representative also suggested that a larger compactor be mobilized to the site if needed. 5. The site contractor indicated to us that he intends to use the stockpile of material located in the northeastern corner of the site under the sidewalks and parking areas. PSI requested that the site contractor excavate a few excavator buckets of the material to the side of the pile to observe its quality. See photos 3 and 4. The material generally consisted of well graded sand with about 20%gravel and traces of dark brown loam material. Submitted to: Mr. Mitch Kearny-TEC Copies: File Respectfully Submitted Professional Service Industries, Inc. North Andover Proposed Retail Development, FOR 05 Page 2 of 4 .� '4tav�Ar°k. Photo 1: Processed concrete placed in northern quarter of the footprint. y � , .J 1 k "_°"zxC r � .,.�,G r`fi'' •F'. * a ^� �}'„.,a mac.. rr•dc. ' " i ,S .v^:5� ..tir�' �r � �lwL�,VlI� Photo 2: Processed concrete placed in northern quarter of the footprint. "R« 'i✓•�#¢ n'y�� gyp ^4�,y+� `� �.°�*��,{ .., .,,�?•�';L'��`µ,l�"M35�k�'�;..� _ "'�' � ��- F��' bey_ij � 'hS' �F. � ��,' "� '.� ,,.fit sti• 'd ♦ '+-.,�yy'-�,_,f a♦ ,�'S•s}, �1� � �'h`°` '` /;`; E u�"�''°,�,'y����y�y,�Pied3h" �y"�<y� ��' a t •� ° F`�'�'" ,g4 ��i'+''' "`� -6` ,� r t •.'�'+a`.x i'!f._iz�r�1. I��.�4,��: � `.(�?�`�..,dTir.�.`'��., ������� �`9'- 3,+": ;�F' y.:,, �y °�rr• � .,# �' a'Ik ,u•';•`•�� ' '��;.dJ'%s`�.. �a„amu.. .+!_,.'moi '-P 'e`..�, ..�'`i 1y •' ir„/a_—” t5 .� r r„Y �Y$" a�. �F 1 .� � �.�••* Lr`..J+• 'v:�� �:.F"`� a6 hF y, it TTii �i%r8 y +.`t„a� �' 'i'h�^•,Y r'y td:t.t'ar'"�'"�; g, "e' rra,• �.+a� � �x �,+' .�. �'"t'' r ��. w• y.p 1/l?`L° '�a`^"..3f K,� ... ...d, � l G pp ms ` s ,j�$���(.iw�wyJe • -.�'4` ��,'�,. 4 "4r° ,�.'�,.•.aa'$�i{-„"•a�3 � '. P���,'���";.,riff' �` .��'/zg�^`f�^�#. .r ,�• '1, �fcr,'�r`��° _ — b r 4+ PSI FOR 05 ""� °11/11/2004 Pg. 4 of 4 a. .. _ tis N , Today's excavated area. Former building footprint x` f� ���1 Information FIELD OBSERVATION REPORT .To Build On No. 03 Engineering•Consulting•Testing Pae 1 of 4 Client TEC Location North Andover, MA Project Name Proposed Retail Development c°°``�°`°r Gaffny Corp. Project Number 444-45018 Ownef Frank Terranova&James D'Angelo Date 11/09/2004 Weather Sunny,windy, cold, low 40's PSI Representative Jim Benitez Present at the Site Mike Yob-Gaffny Corp. (GC) Field Contact Mike Yob-Gaffny Corp. (GC) Rainey Belanger-Site Contractor Rainey Belanger-Site Contractor Arrived at 8:00 AM Left Site at 4:00 PM Purpose of Site Visit-The purpose of today's site visit was to observe the progress of the earthwork operations. Field Observations: 1. Site contractor excavated the unsuitable fill material extending to the native olive gray sand with gravel in the northwestern quarter of the proposed building footprint today. 2. The depth to the bottom of the unsuitable fill layer was variable. Removal of the unsuitable soil was generally stopped at the top of the native olive gray sand,with no over excavation into the native olive gray sand so as to reduce the amount of backfill. The footprint is being excavated in a generally northbound direction along the northwestern quarter today. See photos 1 and 2.The excavation for the removal of the unsuitable soil generally extended to a depth of about 6-feet from the original ground surface. 3. In a few areas, groundwater seeped at the bottom of the excavation upon removing the unsuitable soil. The contractor immediately backfilled these areas with the on-site processed concrete material.All the excavated unsuitable soil was hauled off site as soon as it was excavated. See photos 3 and 4. 4. By the end of the day, the entire northwestern quarter of the building footprint had been excavated and backfilled with a 1-foot lift of the on-site processed concrete soil covering the native olive gray sand with gravel.The site contractor also applied a static 2.5-ton compactor over the backfill.The site contractor stopped rolling after two passes, in small areas of the backfilled excavation that appeared to be soft to the weight of the compactor. Submitted to: Mr. Mitch Kearny-TEC Copies: File Respectfully Submitted Professional Service Industries, Inc. r ���� z..�1e��+r �`t .NSM�4'S,-4'��1�`�j d h� S s'� ' ➢, x,, i �. �r� t .'',;,.,�.rr � ,.jr �.�dr. .sryr �➢a� �,'a�,' � Y` r r} r ,a' s qkX"'"'f� v'>s.° .. �: �My':.�r .p���� "'ri�✓" r� �{,y'� • h3i "2€"�"' �� 3�L} �.1N'„t' ads � { ►Yt � *�+ ,+.9r .s°' �`"#.'�° .�� 4b�' � t T s•� ''�• �� itr�'SCi y -@w°:>�a�s �`e������"�""`-�a*3' f� N➢r -� �.�� �����'�". •�...a:';�, err'=-'��,r ;�,,�,, �. . s�;�a. , : ,r"^!•��,r+ �� . •_ r ''q�' .-._. �_�p'�' � � "+i' '—,tea ' 1 °=j �. �q 4 y 2 F•r ^[�- � '. .ase ?XT�i:�n+s�''^t 3'_ '" j'r' r�"r�; -•e r yt Y� y t r.• �,�•�rf.*�S, b�,Y '�`' r�; �•Y}��a'" day - "'�4 h�;V � •z C*` � � 3 ..��v 4'�` �a'J`�ar' 4�'t"•^ 3yl"�h'� � k;' F. r ' cfi6:r,�+, j Vy 71 iv, z�5�}ti•�yl IN � ��, uMW PSI FOR 03 " ' 11/09/2004 Pg. 4 of 4 a Today's excavated area. -PIY stip© � N r- •2arp �'t' �" EZ Former building footprint . Act • [pm F, Information FIELD OBSERVATION REPORT MoBuild On No. 04 Engineering•Consulting•Testing Pae 1 of 5 Client TEC Location North Andover, MA Project Name Proposed Retail Development Contractor Gaffny Corp. Project Number 444-45018 Owner Frank Terranova&James D'Angelo Date 11/10/2004 Weather Sunny,windy, cold, low 40's PSI Representative Jim Benitez Present at the Site Mike Yob-Gaffny Corp. (GC) Field Contact Mike Yob-Gaffny Corp. (GC) Rainey Belanger-Site Contractor Rainey Belanger-Site Contractor Arrived at 1:00 PM Left Site at 4:00 PM Purpose of Site Visit-The purpose of today's site visit was to observe the progress of the earthwork operations. Field Observations: 1. Site contractor excavated the unsuitable fill material extending to the native olive gray sand with gravel in the northern quarter of the proposed building footprint today. 2. The depth to the bottom of the unsuitable fill layer was variable. Removal of the unsuitable soil was generally stopped at the top of the native olive gray sand, with no over excavation into the native olive gray sand so as to reduce the amount of backfill. The footprint is being excavated in a generally northbound direction along the northeastern quarter today. See photos 1 and 2. The excavation for the removal of the unsuitable soil generally extended to depths between 6 and 7-feet beneath the original ground surface. 3. In a few areas, groundwater seeped at the bottom of the excavation upon removing the unsuitable soil. The contractor immediately backfilled these areas with the on-site processed concrete material. All the excavated unsuitable soil was hauled off site as soon as it was excavated. See photo 3. All the on-site processed concrete has been applied against the native subbase, and more of the same material is being trucked in from a source in Kingston, MA. See photos 4 and 5. 4. By the end of the day, the entire northeastern quarter of the building footprint had,been excavated and backfilled with a 1-foot lift of processed concrete soil covering the native olive gray sand with gravel.The site contractor also applied a static 2.5-ton compactor over the backfill. To reduce the potential of disturbing the native olive gray sbgrade, the site contractor stopped rolling after two passes in the small areas of the backfilled excavation that appeared to be soft to the weight of the compactor. Submitted to: Mr. Mitch Kearny-TEC Copies: File Respectfully Submitted Professional Service Industries,Inc. North Andover Proposed Retail Development, FOR 04 Page 2 of 5 P 6 Y m� Fk�C X 4'b71, ' xi ��r�� - C a . r c u,•- 't , �' ot Photo 1: Excavation of the northeastern quarter of the footprint. s ✓6° �A L Z � 5 � Photo 2: The excavator working along the northwestern edge of the footprint. North Andover Proposed Retail Development, FOR 04 Page 3 of 5 a -717 1 r Photo 3: Unsuitable soil was hauled off site as soon as it was excavated. 4 3 i y1�1R+v, w � i _ ao t Photo 4: More of the processed concrete soil is being trucked in. ^ ^ North Andover Proposed Retail Development, FOR 04 Page 3of5 IP Ij Photo 5: More ofthe processed concrete soil iubeing trucked in. PSI FOR 04 11/10/2004 Pg. 4 of 4 m Today's excavated area. Former building _ footprint O 11 pr%�s Information FIELD OBSERVATION REPORT �i ToBuild On No. 02 Engineering•Consulting•Testing Pae 1 of 5 Client TEC Location North Andover, MA Project Name Proposed Retail Development Contractor Gaffny Corp. Project Number 444-45018 Owner Frank Terranova&James D'Angelo Date 11/08/2004 Weather Sunny,windy, cold, low 40's PSI Representative Jim Benitez Present at the Site Mike Yob-Gaffny Corp. (GC) Field Contact Mike Yob-Gaffny Corp. (GC) Rainey Belanger-Site Contractor Rainey Belanger-Site Contractor Arrived at 1:00 PM Left Site at 4:00 PM Purpose of Site Visit-The purpose of today's site visit was to observe the progress of the earthwork operations. Field Observations: 1. Site contractor excavated unsuitable fill material extending to the native olive gray sand with gravel in the southwestern corners area, the western central third of the proposed building footprint, and along the northern edge of the previous building footprint. See photos 1 and 2.The excavation within the footprint of the previous building stopped in the processed concrete that was placed as backfill after the building demolition. 2. The depth to the bottom of the unsuitable fill layer was variable. Removal of the unsuitable soil was generally stopped at the top of the native olive gray sand,with no over excavation into the native olive gray sand so as to reduce the amount of backfill. The footprint was excavated in a generally northbound direction today. The excavation for the unsuitable materials generally extended to depths ranging between 4.5-feet to 6-feet beneath the original ground surface. 3. In a few areas, groundwater seeped at the bottom of the excavation upon removing the unsuitable soil. The contractor immediately backfilled these areas with the on-site processed concrete material. Material from the top 2 to 3 feet within the previous building footprint was spread to the west and to the north. See photos 3 and 4. 4. By the end of the day, the southern half of the central third of the building footprint had been excavated and backfilled with a 1-foot lift of the on-site processed concrete soil covering the native olive gray sand with gravel. The site contractor also applied a static 2.5-ton compactor over the backfill. The site contractor stopped rolling in the small areas of the backfilled excavation that appeared to be soft to the weight of the compactor, after two passes. See photo 5. Submitted to: Mr. Mitch Kearny-TEC Copies: File Respectfully Submitted Professional Service Industries, Inc. 1 North Andover Proposed Retail Development, FOR 02 Page 2 of 5 `k.� ,' ..w4 � iy ,. 1a b4 ��' 'If-^•ER 7{t'.:iRM. f•i'. 4� A .,�,,,, N y..i���C117i+r��u° _ _an..�.y�^�' - �.:.� •t be" �'�..y f C i'��...LavAj�y�}� 1 r�.. '4f •`y .,1 i� .. tar's"-�i.-r.�,t�'g-!"'�`r-�.�'^�H'.'�'� ��r� r�F•«B"�.7 t:rz•.�?:�jy,'�,�-r',, 1 y 5i:' .t -ifj �t'7`,��j YYi'�"`.��V/t .+p���"'t��•. 4� lr' 3'"�' Vi 4 Photo 1: Excavation of the southern third of the footprint. VW ....a` +-fie' .,.C'.•`."".`r:`RS' ,fir " ''.. h; s w �* ,r �+SsW^ .. s.��. "r``y:•+ Y� �t�d�t„:-�.a '+tom`'�'¢•�Yx,-� �y`5 ,G , y d -Z' � �y Photo 2: The excavator working along the western edge of the footprint. r r,. ,Srfff' ems. 9IN14, �,, �.;, $ ""b6+*"` ,K+ * `-• �� —` ..r.r- f .`r �,a% ��.;���, rr;�,��A�=s*�ti -i3r- .-t�'Ir'C".;i'r.,p�`a,•-did r 3�a„'" r`x4-:�' Aja' n7w, g } ,,.yiy� }¢�♦p,r� `La'E' � vw��y,7yy'� �prt •'7 '1 y„f{�+�MS�',, .ws• iY��fi.T .whh-+7Nr},'Y."rp •zL� Y;�1 .\�'�`.^P,�'� �A�,�Y9Y'�• .'1a.td';rF,i rvj"�,,.�k, �� K� �ai 4 �� ��� i ��� Q„'� +� ... - ..fid• '� "•+xe yyr� t a*� f . k.,�� v ���Y,'`�� ���� � x-+t � �,"d� �. :,�'" t.. '4i.,�� a,}: ,r+�q .` f f r,ari`t -a ' s�t ;.?' "xs `` fy„ t•!x`fig ,�«�. `��' A,:'. -r ell-274 �,. 'e y„� }{�^C'' uf�j "°''"M1, tf :^'Y�'y. ..,,�� W-s j *}, '�"t•? l- a� n",cy`' '>+,.� "•.r %ter -:r°x.. .r'* •y a K '�°""C±.� .�" a� '�.rt7�3'f• �'2'ri4<�,z ! �' r w r{' "- � ��� Ai tr .. J7 &"x ` 'Ay,• .v�"iri-,A,` � � +� �"c" 'r '�'^" z� a.+. r4 a �`� ,+r, ,nF v, �q`Q°. ,a`•1 F "+.` �rt y"°►�„�i 3 •5�r n"k�vt� 1�'�n� j..- �Y°'".'. llk ip '•'ruA S�'�" *fir^'mt�. '^l ..`— .,�. �r�?se•�""^"�� � {v x'' `���'�4.'`,�.+r' � �{s`_Z""'�t �7 .f�`"�.F.� +. ��'°� "'"",T a��'y y i rr y ,'��' � �•r��'.r�-rri`:v+'.,,�0„.� iF�...�� �."'�.�. +. ,.., #"�f�.t r-r�, Fa! _ f„R.f.C^:s yrs "TI{+e p .+G..�...rtl•x� A.. e , i' � �- x S� T �' � ♦ '14 �¢` 9rx � 'fit'r Y ' �+ �7��` r,...9L4f��{ISf 4 3'�3� •ri-9 �t�G � amt c"p.y � � 4i:5 • �?s�� ,/'� �7y.if a '�� .`i� _ �� t.:' .y=� Yi�-��++� ��..3YriCy�rn. Xh �"��. r 'a. �� � � L '� `.vr ,•#r�,.: d _ ='moi "•'.E's�a. �� � t";g�" .. x � : �'7� k s' tea' .� .F t- 3� 1+.`.ti' �l4ta'�a- ,s'.r"►''t�`t"- ,� �!'*' K st7 � C''yr.+ �y�'� r" PSI FOR 02 i 11/08/2004 Pg. 5 of 5 f . NCt Today's excavated area. Today's excavated area. Co ` x 4 Former building footprint Today's excavated area. �y��L� GSD Associates 148 Main Street, Building A, North Andover MA 01845 Tel: 978 688 5422 Fax: 978 688 5717 Web: www.gsd-assoc.com Computer Aided Design • Architecture • Planning • Interiors • Development Consulting ADDENDUM #1 FAX NO. DATE: 10-19-04 TO: Tim Gaffney, COMPANY: GAFFNEY CORPORATION FROM: Gregory Smith, AIA PROJECT: 1211 Osgood Street, N.Andover, MA PAGES/ENCL: 1 including this cover Tim, Please provide the following changes to drawings as required by the structural engineer. 1. The footing size for the individual columns on the front of the building need to be increased in size from 3'-0"square to 3'-9" square.for the four locations shown on the attached sketch SK-1. 2>The wall above the storefront glass is to be studded and blocked between the trusses and sheathing applied to the bottom of the plywood roof deck as shown on the attached sketch SK-2.' 3. As indicated on the drawings,the plywood roof deck is to be 5/8"thick. There are no areas where 3/4"roof decking is required as is incorrectly indicated in structural notes and a detail. Please review this information. This scope of work is to be incorporated into work under your contract. If you have any questions or want to discuss any items regarding this information, please call. 978-688-5422 x203 A P'. Sincerely, No.8888 GSD Associates 8 NORTH ANWim, MA. 000, Air OF Architect cc: 3 1/2" 36'-8 3/4" 3 1/2" L 49'-4 3/4" 3 1/2" 32'-2 1/2" A A A ICAL I B - YPICAL INCREASE SIZE OF FOOTING AT THESE FOUL' LOCATIONS TO 3'-9" SQUTo I OA O � Q O.H. A A A A ® A CID -' TYP. A 0 19 -2" I I 19,_2„ 4 _3.. 19_ II7. 4 _3 19-2" 19-_ - I I r — — - = 110 3/4' 3'-II I/4" CONCRETE SIDEWALK,--"' ___QE 0 ATIVE CONCRETE 1=�, WITH '-0' SQUAB J r r---- r ' JOIN PATTERNS iVWN AND INSTALLED NTRACTOR YP. STOR FRONT 1 ~ WINDO t DOOR t5 / SYSTEM TYPICAL / ROVE 2 '-0" 24'-3 I 2`-0" 24'- I/4" 22'-0" �R OPP. 51 c � y CONCRETE `�,/, \t, ACCES BLE SI EWALK ACCES IBLE G� PARKING PARKIN \� G��� SIGN SIGN C PRECAST CONCRETE CURB. TYPICAL CONCRETE SIDEWALK PAINTED LINES ADDENDUM 41 AND SYMBOLS10-19_2001 LuN a-0 vPN P 0 FLOORPLAN FROM SHEET AI-I W � z F- SCALE.• 1/8" = 1'-0" u W o Pr I CROWN 8021 BASE WML23 8112A ZOVERBUILD DORMERSON WOCE TRUSSES.SE STRb.TURAL DRAWI S 7 4'-0' COLUMBIA SLE TOP MOUNT SIGN LIGHT. SIGNAGE ZFIRE SPRINKLER AREA IN ATTIC 12 EXTEND WALL PAST TRUSSES .f TO UNDERSIDE OF ROOF DECK PROVIDE SHEATHING ON EXTERIOR WOOD TRUSSES,SEE STRUCTURAL D S. \ NOTE: ALL WOOD AND PVC TO BE PAINTED. uuu TO STEEL AZEK PVC TRIM WHERE EXPOSED. CROWN 8021 I' BASE WML23 8112A 1/2' AZEK SOLID PVC SHEET 1 I NOSING 8515 SPRINKLER INTERSTITIAL ACE BED WM12 8018 9/I4'x2 I/4• I• I SPRINKLER BELOW SUSPENDED CLG.7 1 1 1 PVC COLUMN AND MOULDING TYPICAL I I 1 I 1 I I I w X ' I 1 1 r 1 i 1 i I I I L 1 I / 11 � 4'CONCRETE SIDEWALK 1 PRECAST CONCRETE r CURBS TYPICAL BIT. CONCRETE PAVING r i IST FLR. / 1 _ IST FLR. ' . ui uuuuuuuuu i � . .6 - 2' RIGID INSULATION—] EN: DOWNSPOUT IVER CLOSE TOP OF HUB H WITH SLAB. OF DRAINAGE.SYSTEM. A SET CURBS IN CONCRETE SETTING BED. SEC T§ON DCS` ALS SCALE: 1/2" = l'-O" 2 SHEET�� _ 2 H T A3 3 PROJECT: 1211 OSGOOD STREET, N. ANDOVER, MA SK - 2 ADDENDUM 41 ARCHITECT: GSD ASSOCIATES DATE: 10-19-2004 Location No. o�.S3 Date NORTH TOWN OF NORTH ANDOVER 3? ' 0 F 9 s ; ; Certificate of Occupancy $ ��ssAG14USEt Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # © O s 1822- 6 Building Inspector i Location /all No. Date /0 �aRTN TOWN OF NORTH ANDOVER � 9 Certificate of Occupancy $ zyc� 00 s�CHU tBuilding/Frame Permit Fee $ Foundation Permit Fee $ /Ouo o v Other Permit Fee $ TOTAL $ y a Check # /coo ' Lr 17l31 I Building-In'spector v 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 , ; �. tion for Oficial SecUse Onl ����. ,;�. ..� BUILMInS DING PERT NUMBER: � � 2 DATE ISSUED: YU � A SIGNATURE: Buildin Commissioner or of Buildings Date 1.1 Property Address: 1.2 Assessors Map and Parcel Number: i1ll OSyoop STtr1 35 $ Gy Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: 0 G ?> R-+11-tL MR-R- A rPR'J) Zonin Distrid Proposed Use Ld Area Fronts ft 1.6 BUILDING SETBACKS(ft) m Front Yard Side Yard Rear Yard Required Provide Required Provided Required Provided 025— PSR LT& PLAVOasci 1.7 water Supply M.G.L.C.4o. 54) 1.5. Flood Zone Infomntion: 1.8 Sewerage Disposal System: Public ❑ Private ❑ Zone Outside Flood Zone ❑ M�icipal On Site Disposal System ❑ 2.1 Ownerlof Record e c Name(Print) Address for Service: C m Signatu / Telephone 2.2 Auth Agent a ToizPuq CowbIl ULi►a� N e t Address for Service: 1 Z n U3 9 ZO4 ZO U3 Pe r �o a o 11 0 1 Z Si tore Telephone m 90 3.1 Licensed Construction Supervisor Not Applicable ❑ / 1 Address Uens.e Number O �o S �MA>z,c -��('Hass �� PAP(a� 0� �aa6 "rl Licensed Construction Supervisor. D 6n 3 124 3 603 Expiration Date Signature Telephone 3/� 3.2 Registered Home Improvement Contractor Not Applicable �� v Company Name Registration Number M r Address (� Expiration Date ZZ Signature Telephone P1 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 SBGTION S PROPt ) t,�3rI � 5 ' CQNSTBT�"T CMC1 ' LCi'7 ., � _ Xbsld 5.1 Registered Architect: 1 / / Gre S �n �v S A5S0(, )AlfS L L Name: .I -F A10 NOVIN 'ANDOVU CA Address se,-e- GV,� �� g �O so - s ZZ Signature Telephone (, req ,�,y I,, Area of kesponsibility Name: f 4 g M 4►� S T• &o G n/A�n (, S D a 5 S 6 C�" e s y � L�� N O R-r N A N V b V r fL !Y`t`1 Registration Number Address: Expiration Date Signature Total Not applicable ❑ C- �.i 64r e 5 Name: �j \ �/� () C Cd C o o s o L T i N b L S h 0 '�/0 2c A f S i ft Q, QY k ub S j d^� l r l 62,10 Registration Number Address Set Q ..s�av, Signature Telephone Expiration Date n Nl•f c>-�q,��c,�� Name pLt M A S t� Area of Responsibility Y�SSOC, /�Yf-; �pL, s I�u��1 �� 6► -t �� Address n (� Registration Number Signature Telephone Expiration Date /n J�JJ f LJX,'T ft v C,A-2-1 Cj��,r�L S �y G D�Y O B Name Area of Responsibility CL elIt 14 S I��k ro �(, del)J J Address Registration Number Signature 5 n Tekphone Expiration Date To r P ,� ' C v i T l2 u c.-r I d e V e- o19 nj ,N Not Applicable ❑ Compan Nark`�f gS 6 -,!f Responsible in Charge of Construction b 3 New Construction Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: / e c.J e v C r ✓ 3 .00 01 USE GROUP Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ IA ❑ A4 ❑ A-5 ❑ 1B ❑ B Business ❑ 2A ❑ C Educational ❑ 2B ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ IInstitutional ❑ I-1 ❑ I-2 ❑ I-3 ❑ 3B ❑ M Mercantile 4 ❑ R residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B ❑ U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ❑ 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 Floor Area per Floors 4 L l D Total Areas Z 10 Total Height ft 2,0 ,Z 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 I, ,as Owner of the subject property Hereby authorize_ to act on My behalf,in all matters relative two work authorized by this building permit application Signature of Owner Date r— I, 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 s 5 1` • .t ..C. Print Nam qQte Signature f ent Item Estimated Cost(Dollars)to be Completed by permit applicant 1. Building pp (a) Building Permit Fee Multiplier 2 Electrical ,O O (b) Estimated Total Cost of Construction from(6) 3 Plumbing _ Building Permit fee (b) S OUt� 4 Mechanical(HVAC) 35 �� 5 Fire Protection 4 O O Q 6 Total (1+2+3+4+5) 6 5 Check Number '7^'n' ` ;`'k� .'§v`"�i:;'}�j. r2.'(.'F zFs+w.t:.,.P;.' ,3p•: ,,r ,' 1 �+T,:fi, r;;✓.;."�`�i.LF.S`; ys`Jz .7 ".�: $tN`,3Jw>�+xt�.�2 "� {:I,xU� b:m +NYrx "r' roti f"-+"t�. sk:i:'s.� P�#•' "F. wr..+F�ts.F'�4` ✓.a °%�, ' '.{£..+raj£ ..�v t�'•`, f�.Y�3 •� ; ,;^�'V;'f�2 xf a �)v", t�y'� �"5 ^i ;,i�, �S� �- :a� h��.�''hs ;a �t :v�1" .�l.,x °� :�e,?S'��:i;f :,�Tn,�.�'4m.V�7'•,"r. .��tyy`''�'�;,` f si.'�Fi1j�t-`° �.,}�. 7�k.� ,��1,�6s�_��'�s,�y}.:3k''�` �:'a�;aiu '�'" :.'2� ^��'.: 'h .I �.��, .: ..,C(•t ,t.� FD�, 4' Y� ,`.. .. �*a'�."�;7,?,�:,f 7W,3.,S„[;� ,r+.f-`:Y,i^'r�,�,1,' 'r,' � �.5�}�•."'�jCiJ',.�. ��}T.,"k+t,.net,',y�'����4!'�f,�?�.� y� �'�'���",.kt'i7. NO. OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS 1 2 D 3 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 �-< f i Y s},jk � 1�t➢'i�+r�"�p,�Re'.. c'e" �. re'b'"j,c C, y �: ya. r TIP egRk fR t'AVe�C�VA N R/Ae4,1 w/OT ) Rft7' �`� rcFM�SnNc op OF PoUiCONC FOVNOq 77q` �g6 AnON 162 81 x� LOT 8 O. i� AREA=52,302 S.F. rn =1.20 AC. 12.45' 0 N Lo04 , R=2040.00' 132.39' �- L=1 46.29' OSGOOD STREET (ROUTE 125) (PUBLIC VARIABLE WIDTH) PLAN OF LAND IN NO. ANDOVER, MASSACHUSETTS DRAWN FOR GAFFNEY CORPORATION 55 UNION STREET I HEREBY CERTIFY THAT THE FOUNDATION IS LOCATED ON THE LAWRENCE, MA. 01840 , LOT AS SHOWN 3 SCALE: 1"=50' DATE: DECEMBER 22, 2004 0 a y�vwsti tNOF if 0 25 50 100 150 I MELN 2/22/04 MERRIMACK ENGINEERING SERVICES a 66 PARK STREET i STEPHEN E. T SKI, R.L.S. DATE ANDOVER, MASSACHUSETTS 01810 r 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 t ._ s Section for Official Use Onl BUILDING PERMIT NUMBER: DATE ISSUED: jZ1 ..� �� yo 7 O SIGNATURE: O b Building Commissioner/I or of Buildings to 1.1 Property Address: 1.2 Assessors Map and Parcel Number. UI 1211 Osgood .Street 210-035 8 n Map Number Parcel Number North AnT d over Ma 1.3 Zoning Information: 1.4 Property Dimensions: 290' along Osgood 0 GR -Bus- nEcc 4.2_�(l0 600' along Barker Zoning District Proposed Use Lot Area Frontsge(ft) m 1.6 BUILDING SETBACKS(ft) Front Yard Side Yard Rear Yard 4 Required Provide R ' ed Provided Required Provided 25/25 + 1.7 Water Supply M.G.L.C.40.q 54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: Public IX Private ❑ Zone Outside Flood Zone X Municipal X On Site Disposal System ❑ 2.1 Owner of Record 1211 �_i� LLC. 1 211 Osnnnrl StrPPt_ North Andnyprrn MA Nam;: Address for Service: 978-683-3165 = l'i't Si lure Telephone X -1 2.2 Authorized Agent G' y C o r p o Fa i 5 i n i ear-� wee �n r P, �qTl g— Name P Address for Service: Z 978-689-7575 0 S to Telephone rn 90 3.1 Licensed Construction Supervisor Not Applicable ❑ Address License Number r- LiceConstracti u sor: ic Expiration Date gnature Telephone 3.2 Register Home Improvement Contractor Not Applicable ❑ Q Company Name Registration Number rn a x Address Expiration Date /Z G) Signature Telephone SECTION 4-WORKERS COMPENSAT#E3N C 1 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.......V No.......❑ SECTION S-PROFESSIONAL DESIGN'AND CONSTRUCTION SERVICES ]FOR;BURDING.S AND STRUVIVURES.SUBJTCT,TO CONSTRUCTION CONTROL PU&STAN'I`TO 70 CMR 1.16(CUNTATNING MORD THAND 35,(00 CF.OE ENCLOSI�D 5'ACE) 5.1 Registered Architect: , 6��66P(, F Name: ^^�� Ad rte Signature Telephone 5.2 Registered Professi©nst'Engi�eer(s�^ ax Name: Area of Responsibility ye- � � 1921711- ?g�istrationON�ber A ess: Ex iration ate igna Total U7 it Not applicable ❑ Name: h UGC C;Vi mPrriw"ac(C kill 1,042r0'0S fer✓/ccs IhC 31C 50 Address Registration Number / Signatur . 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 Gaffny Corporation Contractors Not Applicable ❑ Company Name: Tim Gaffny Responsible in Charge of Construction S)t CTIUI~f 6 E' :, E1►N'Q)P" ttfPt3 ) D WvRil` (cheek i ll applicable., New Construction V Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition F. Accessory Bldg. ❑ Demolition Other ❑ Specify Brief Description of Proposed Work: 1. Demolish existing 2. Construct 9210 ft retail center ' •�t�rai�7 us>��t>�Ain c+t�li�r���;;�., USE GROUP Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 0 IA ❑ A-4 ❑ A-5 ❑ IB ❑ B Business �(] 2A ❑ C Educational ❑ 2B ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard 0 3A ❑ IInstitutional ❑ I-1 ❑ I-2 0 I-3 ❑ 3B ❑ M Mercantile )c 4 ❑ R residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 0 S-2 ❑ 5B 0 U Utility ❑ Specify M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND OR CHANGE IN USE Existing Use Group: N/A 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 N/A 111 Floor Area per Floors 9 210 ft Total Areas 9 210 1 Total Height ft 2]1 I 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 I, Frank Terranova as Owner of the subject property Hereby authorize Gaffny Corporation Contractors to act on I My behalf, in all matters re "ve two work authorized by this building permit application Signa of Owner Date I Tim Gaffny,Gaffny Corporation Contractors as&M/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 Tim 5affny >, f Print Name Si of 6A4tqgent Date Item Estimated Cost(Dollars)to be Completed by permit applicant Build- / 0�5�1. O ov 1. mg 5 (a) Building Permit Fee Multiplier Tier 2 Electrical (b) Estimated Total Cost of 40,000.00 Construction from(6) 3 Plumbing Building Permit fee (s) x(b) 30 000.00 4 Mechanical(HVAC) 32 000.00 5 Fire Protection 21000.00 11 (o t o 6 Total (1+2+3+4+5) Check Number P0 w a Vk • '�vl f x ./. NO.OF STORIES One SIZE 176' x 60' x 27' BASEMENT OR SLAB Slab SIZE OF FLOOR TIMBERS N/A 1 ST 2 ° 3 SPAN 60' DEMENSIONS OF SILLS DEMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION 41 THICKNESS 811 SIZE OF FOOTING 11 X 21 MATERIAL OF CHIIv NEY N/A IS BUILDING ON SOLID OR FILLED LAND Both IS BUILDING CONNECTED TO NATURAL GAS LINE Y 6 S RR "`Mr it ,10r, Town of North Andover 400 Osgood Street North Andover, MA 01845 Attention: Mike McGuire Building Inspector Dear Mr. McGuire, This letter is to certify that 1211 Osgood Street LLC has relieved Gaffney Corporation, 55 Union Street, Lawrence Massachusetts of responsibility for construction of our project at 1211 Osgood Street. Torphy Construction and Development, LLC of 145 Grove Street Extension has been contracted to complete the building. Torphy Construction has been authorized to seek turnover of the foundation permit and to seek the full building permit and they will be following up with the appropriate paperwork, construction licenses and insurance requirements. We trust that the Town will afford our new contractor with the same candor and courtesy afforded to Gaffney Corporation. Our plans are now complete and we are looking forward to a resumption of construction shortly. Sincerely, �L. rank Terranova 1211 Osgood Street LLC �1ce -Piomvnox+uea/�� a��/�aaaac�u..aead + BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 082008 j Birthdate: 03/10/1951 Expires:03/10/2006 Tr.no: 82008 1 Restricted: 00 E JOSEPH C SCHARF { 25 CROSS ST "Administra MARLOW, NH 03456 Rc- CIA 5 The Commonwealth of Massachusetts Department of Industrial Accidents Oinks of Invetilt geftns Boston, Mass. 02111 Workers'Compemsetan Insurance Afffdaw? Nartw Pietf a Print Locadw �1L Phone I am a harneamw perforMng am work myself. I am a sob pmprletor and have no one working in any capacity 0 I am an employer MvAdng workers'compensation for my employees working on this job. COMR NftWW Torphy. Construction & Development , LLC Address 145 Grove St . Ext . SMG Peterborough , NH 03458 Phoneme 603-924-3003 Insurart�Co. Acadia insurance per# WCA 0084285-12 CwRM name: Address C: Phone# Irmsance Co. PO&W Failure to smire coverape m required under Section 25A or MOL 152 can Ned to the kr =Nm d crkriral PWWMU d.a f k»up to$1,300.00 andfor one year'inprbov. t_ar wd.m.chd4mmmb=Jofbetmn dA STfp VIIDMDRDERjMd_a fkr d-($IOD M-nA ►apaiost.me. I undertand that a copy d this statement maybe forwarded to the Offloe d InvmdgW m d the DIA for covarape varificatlon. I do hereby cw*wdar the pg*w aWpwmfflft a/par/ury that the rftmetloa provided above/a bus and ocr, gignaturaI l' Nt May 3 , 2005 Print name J . R. P . Cheyne Pttot # 603-924-3003 OMcW u"only do not write in this area to be completed by city or town dw City or Town PermlLa�•..,.i�,. Bukift DW OCheck X immediate response Is required 0Ltensfng Board I] $eAgchmn's OffiiCe Contact person: phone t [3 HeaNh Department Other '4r *OCT-18-2001 04!03PV. FROM-TRANSPATI,IiTION EWH5FING & CONSTRUCT:O 978-794-1193 T-199 P-003/004 F-217 A TRANS PO ATI 0 N October 16, 2004 Ref: T0064 Mr. Frank Tc,.—,anova Mr.James D'Angelo 1211 Osgood Street North Andover,MA 01845 Re: Lidepondent Structural Engineer Review Proposed Building 1211 Osgood Street North Andover,Massarchtisens Frank and Jirr-rny: At your request,TEC,Inc. hasper4-,.)rnied an 1r.dcpend,--nT Structural Rev,ew for the above referenced building,TEC has rc-,iewed the struc, .ural drawing;and calculations for The building with respect to the Massachusetts State Building Code 6"Ed. (,MBC), Section 110.11 and Appendix I for an independent srruciural engineer review. The design referenced documents are as follows: • Structural Drawings SO.1.S 1.1, S1.2, S 1.3,and S 1.4 prepared by CBI Consulting Inc., Boston,MA,dated 07-02-2004 with 09-29-2004 TM'SiOrS, • Structural calculations provided by CBI Consulting Inc. dated ng Inc,dated W2,1G4. 6/i4/04:1hTu-7.,2/04,7 • Addi6onallstruct?iraJcalcu'ialionspi�ovidedbvCBT CrnsultI,- ' I The structure is a Angle-siory building with the following structural features: concrete siab-.On. grade floor, Steel columns and'beams,I-voodstud bearing and sneer walls.and prefabricared wood roof trusses. The 6PProxiinwe building dimensions are 176-feet by 66-feel by 24-feet}ugh to ridge line. The laig i d eral load resstisystem consists of p t o 'lywood-sheathed wood stud walls supported on exte ior ocincretc frolt walls and interior thickened floor slabs. In accordance witthe MBC,Appendix 1,Section 1-3 Criteria for Review. 1; vie % Ole fo ow -011clusiorls were made: I 1. The design loads and criteria shown on the drawings and in the calculations are in accordance with the State Building Code."I 2. The desiF criteria and design assumptions in the calculations Consisting of the gravityjoads and wind and seismic criteria conform to 780 CMR and'appear to be ITI accordance with accepted engineering practice. 3. Tl=geotechnical criteria are stated and we in accordance with design rtcon-nitildations stated in the PSI Geotechnical Report dated May 21,2004, 4. The f-arnjr'g system provides an adequate P11b for tramfer of vertical,oads wind loads are resisted by perimeter and interior shear wallE--' - Scis-mc and The system Provi6es a lateral load transfer path from the roof to the foundation elements.The crf).anizaTIM1 of CL the structure appe-ars conceptually correct. LU o C= C' z Txi. LU YV- C) f I-OCT-16-2004 04:04PM FROM-TRANSPORTATION ENGMEER M & COISTRUCTIO 975-794-1793 T-1£9 P G041'004 F-277 Mr.Frank T!:rrancn:9&'ares D'An,;_io Gnobe 19,21)04 ` I 5. Lidependent calculi~ons were prepared for a representative fraction,of the frarv;.b rnernoer�to ensure structural adequacy and to form a basis ibr TEC's revi.w Conclusio-ts_ TEC's independent analysis incl4ded wood stud bearing wall, supporting steel beams anal columns,LVL supporting beams, and foundation bearing pressures. The corclusien vont the independent calculations ix as that the elements checked were in ion-''ormance with tht. $uildino Code and with accepted egzineer:ng practice. i Based on the Independent Structural Rcviev'described herein,it:s concluded that the suvcrsral information show,-t on the&xLments appear to nneet tht structLrul rquirements of the ?Massachusetts State Building Code b'h Ed, 780 CIv1R and with Gccepted engineering practice, P:easc do no:hesitate to comet o:u office re;grding this metrer ar 978-794-179'. i Sincerely i Transp//.o`rtaa,,jon Epgineerin anal C nstraction,Inc. Mi;ehell D.Kearny Jr.,1;_$, StTucraral Engineer ¢• KEAMy JR. .� $T,RUCTURAL, �, cc (via fax): A 9�. 3400 r G. Smith—GSD W.Lawson -CBI W i 1 da- a4 I I I i i i i - T T.i,GC"o4L�ocsl�e,",�1S7�ctR2'U•18-:A��: Page 2 of 2 i - - -- - - t . TOWN OF NORTH ANDOVER Fire Department Central Fire Headquarters 124 MAIN STREET NORTH ANDOVER, MASSACHUSETTS 01845 William V. Dolan t Telephone(978)688-9593 Chief of Department FAX(978) 688-9594 wdolann,TownofNorthAndover.com William P. Martineau wmartineau J>TownofNorthAndover.com Deputy Chief Gaffny Corporation Contractors 55 Union Street Lawrence, MA 01840 5 October 2004 Gentlemen, Thank you,for the submittal of the revised sprinkler plans for 1211 Osgood Street,North Andover the Retail Center. The fire department approves these plans as submitted with revision date of 9/30/04. Please advise this office if there are any deviations from the plan depicted. A permit is required for the installation and may be obtained at the Main Street Fire Station— 124 Main St.at the Administrative Secretary's office Monday through Friday between 8:30 AM and 4:30 PM. The cost of thepermit is$50.00 made payable to the Town of North Andover. Please contact me if you have any questions. Respectfully, William V. Dolan Fire Chief RECEIVED Cc: Robert Nicetta,Building Commissioner OCT 6 2004 BUILDING DeP7. Permit Number Envelope Compliance Certificate Checked By/Date Massachusetts Commercial Code COMcheck-EZ Software Version 2.5 Release la Data filename: G:\DWG\GSD\OSGOOD_STREET\1211 Osgood Street.cck Section 1: Project Information Project Name: 1211 Osgood Street North Andover,MA 01845 Designer/Contractor: GSD Associates Architects Document Author: Gregory Smith,AIA Notes: For Building Shell only. Final Interior Lighting and Mechanicals will be based upon Tenant Design. Section 2: General Information Building Location(for weather data): North Andover,Massachusetts Climate Zone: 13a Heating Degree Days(base 65 degrees F): 5641 Cooling Degree Days(base 65 degrees F): 678 Project Type: New Construction Building Type Floor Area Retail 9210 Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage,Component Certification,and Vapor Retarder Requirements [ ] 1 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. [ ] 2. Windows,doors,and skylights certified as meeting leakage requirements. [ ] 3. Component R-values&U-factors labeled as certified. [ ] 4. Vapor retarder installed. Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R-Value R-Value U-Factor U-Factor Roof 1:All-Wood Joist/Rafter/Truss 9210 38.0 0.0 0.028 0.060 Exterior Wall 1: Wood Frame,Any Spacing 5467 19.0 0.0 0.068 0.091 Window 1: Metal Frame with Thermal Break,Double Pane with Low-E Clear,SHGC 0.63(b) 500 --- --- 0.540(b) 0.603 Comments: at ext wall Window 2: Metal Frame with Thermal Break,Double Pane with Low-E Clear,SHGC 0.63(b),PF 0.66 800 --- --- 0.540(b) 0.603 Comments: at T-8" overhangs Window 3: Metal Frame with Thermal Break,Double Pane with Low-E Clear, SHGC 0.63(b),PF 1.00 272 --- --- 0.540(b) 0.603 Comments: at 15'overhangs Door 1: Solid 154 --- --- 0.700(b) 0.143 Comments: Metal Insul Doors Floor 1:Heated Slab-On-Grade,Depth 4 ft.(c) 472 --- 8.0 --- --- Comments:2"Rigid Insulation min.R Value (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 20%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 requirements in COMcheck-EZ Version 2.5 Release la and to comply with the mandatory requirements in the Requirements Checklist. . Gaewpq Pi;"trm _a&nam Pl;t� Principal Envelope Designer-Name Signature Date �S��REI)Aq�ti�T Q��Q�GpRY P.sal/j,FCS No.8688 NORTH ANDOVER, MA. TH Of ph V OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER `•` '� CONSTRUCTION CONTROL S PROJECT NUMBER: / PROJECT TITLE: �Qi��il.�•' C'e�f�� PROJECT LOCATION: S ofil S NAME OF BUILDING: NATURE OF P JECT: AloAAJ 6m0lvchM Of <jA4& S v! IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, L REGISTRATION NO. BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT D ARCHITECTURAL 0 STRUCTURAL MECHANICAL 0 FIRE PROTECTION 0 ELECTRICAL OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled mat 3. Be present at intervals appropriate to the stage of construction to become,generally fa WAY:E R. ' with6the progress and quality of the work and to determine, in general, if the work is U° = performed in a manner consistent with the construction documents. (� URA NC'i URAL ` T' Vo. SEI;U PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY , A PROGRESS REP OFjt r .,,.•_k, r ;!�' TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING I.NSFt ,,O'R: \```��`I`P N• PLETION OF THE WORK, SUBMIT FINAL REPORT AS TO THE RY COMPLETION AND READINESS OF EPROJECTFORCUPANCY. • SI TU �s CRLS S TO BEFORE ME THIS 3d DAY OF_ 150pr �j// .�pyuSETiS•J • �'�'a� UBLIC MY COMMISSION EXPIRES • 00:":� OFFICE OF BUILDING INSPECTOR ' TOWN OF NORTH ANDOVER . . r: CONSTRUCTION CONTROL PROJECT NUMBER: / PROJECT TITLE: Z�Qit�l PROJECT LOCATION: NAME OF BUILDING: NATURE OF P JECT: 6#4. ✓ m K S ✓! % IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, 1, L REGISTRATION NO._ 3S/!y L BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL D STRUCTURAL-off MECHANICAL 0 FIRE PROTECTION 0 ELECTRICAL 0 OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled mat C 3. Be present at intervals appropriate to the stage of construction to become,generally fa wAYM R. with6the progress and quality of the work and to determine, in general, if the wgrk is LAW,SON performed in a manner consistent with the construction documents. 35102 PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY , A PROGRESS REPO TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INS4 \��,�II';I�✓7�I .'i'::`y. '.Z`3b`zi+.Y^Ft:i'1>: `\N ft% '0144 PLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE Gt•� RY COMPLETION AND READINESS OF THE PROJECT FORCUPANCY. • ..O 0 p• .. • SI TORE CRAB S TO BEFORE ME THIS 3d DAY OF 4slopr *_4- (I Ems ////�0����I111111 ` UBLIC MY COMMISSION EXPIRES I-q'aq OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER '• CONSTRUCTION CONTROL °s�tMust PROJECT NUMBER: PROJECT TITLE: R EFTA i L G u+zr 2. PROJECT LOCATION: 12_1 L 05<_jeeo ST, �.ANPOV6a , MA CtS415 NAME OF BUILDIN& NATURE OF PROJECT: E'r�A l L �U l�P�1•}'fs � fLY IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, e1:Z]R&0r" P. S M >I-nay Al P% REGISTRATION NO. song BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT 0 ARCHITECTURAL X STRUCTURAL 0 MECHANICAL 0 FIRE PROTECTION 0 ELECTRICAL 0 OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND Be PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materi �5 �Aq��� Q� GOFY P. 3. Be present at intervals appropriate to the stage of construction to become, generally famili tae 'y with�0he progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. NOM ANDOVER, MA. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY , A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECT *rkOF UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR 0,RC%jPANCY. SIGNAT E S SC ED*04N TO BEFORE ME THIS DAY OF SF.(1ff;iu�F.,Fz� RY PUBLIC MY COMMISSION EXPIRES 5INk 96/ Zb/� OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER: PROJECT TITLE: R STA<L G Et� PROJECT LOCATION: 11'1 t 095;&eyo -7T, 1,1 ^I-JC>0V6a MAD V< 5 NAME OF BUILDING: NATURE OF PROJECT: w ��T'A I L �U LQ�tfs �fl2Y IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUIL ING CODE, I, &F'V�0I2`'I' F. S WI I Tl-.k- , Al P% REGISTRATION NO. & BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT 0 ARCHITECTURAL)( STRUCTURAL 0 MECHANICAL 0 FIRE PROTECTION 0 ELECTRICAL 0 OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled mated c�5 �AHC,�� 3. Be present at intervals appropriate to the stage of construction to become, generally famili �'y with lthe progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. NORi1�ANDovER, MA PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY , A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOF UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR PANCY. SIGNAT E SC EDD S O N TO BEFORE ME THIS ZSfG, DAY OF SEDTEItADJr,P� -9_� IA' kL RY PUBLICA MY COMMISSION EXPIRES 96, 2-01� 2o�-� ea �� � c. P3 ? � 7 �� P/V 909 77 Co C i Plan review McLay's Florist—9/26/04 Building Permit Applications has questions to be answered. Demolition Permit must be issued. Demolition sign off dsheetwas given to Frank Terranova at last meeting. It was not returned nor demo permit application submitted. Architect Smith to wet stamp box in B.P. application. B.P. application Section 6(describe proposed work)to have proper boxes checked. DIG SAFE NUMBER? Project to be under Control Construction. Peer review required on roof trusses. Two(2)firms on same Workmen's Comp. Form. Must be listed and signed separately. Different C.S. License on B.P. Application and photo submitted. (NOTE: Person called morning of 9/27/04 and identified himself, as this is`Mike the Super", (we now have three people in the responsible position). REFERRAL to Soils Report on Sheet 51.3,Detail land 8, yet no report was in the package as submitted. The Energy Code, Chapter 13 is to be used in commercial buildings as per the building code. Calculations and locations of it were not submitted. Specifications for the project were not included. It appears that the Mechanicals are to be a design build project. This will be discussed at the meeting on this project prior to i9ssueung a building permit. Lastly, TWO SETS OF DRAWINGS for the project were submitted UNSTAPLED AND OUT OF ORDER with the application for a building permit. As such,they will be returned to be placed in order. 1-4 mom . NW Miss Mitt Romney Kerr Heale Governor y y Daniel A. Grabauskas Lt.Governor Secretary John Cogliano Commissioner ,� fr PERMIT - NORTH ANDOVER Access Permit #: 4-2004-0156 4 Subject to all the terms, conditions, and restrictions printed or written below, er ' is hereby granted to FRANK TERRANOVA to enter upon the State Highway� know p mission ROUTE 125 (OSGOOD STREET) for the purpose of constructing a right turn ent n as only driveway approach between stations 31+35 and 31+57 at the easter) location ranee and flaring to stations 31+04 and 31+47 at the edge of roadway and a right turn exiti e nly driveway approach between stations 33+75 and 33+96 at the easterly location line and '1::rink' to stations 33, ,,5 and 34+27 at the edg , shall also close with e of roadway. Grail vertical granite curbinga driveway between stations 31-+ 5 and 32-,-79. All as shown on the plans submitted and attached by Merrimack Engineering Services entitled "Site P Retail Facility, Located in, North Andover, Massachusetts, Applicant and D lan, Realty Trust, 1211 Osgood Street" dated September 3, 2003 with a revised dateloper, F. K. 2004. of July 16, WORK HOURS: 9:00 A.M. thru 3:00 P.M. Mondayth ru Friday. The drive/drives shall be surfaced with Bituminous Concrete, Type I and shall be comprised of a 3" Class I Bituminous Concrete Base Course and two (2) 1 1/2" courses of Class I Bituminous Concrete Pavement for a total depth of 6" with a foundation 6" of compacted gravel. The finished surface shall butt into and not overlap the existing highway grade at the road edge. g The drive/drives shall be graded so that no water shall enter the State Highway layout nor pond or collect thereon, including the roadway. The curb shall be placed in conjunction with or immediately before the completion of the driveway surfacing, Bituminous concrete removed from within the proposed driveway limits shall be disposed of outside the State Highway location lines. The Grantee shall install granite curbing outlining the limits of the driveway approaches. The part of the drive/drives located within the limits of the State Highway shall be maintained by the Grantee, at his own expense and to the satisfaction of the District Highway Director or his representative. The Grantee shall notify the District Permit Engineer or his Representative at (781) 641- 8451, two (2) days prior to the start of work. No work shall be authorized without said Page 1 of 6 Massachusetts Highway Department•District 4.519 Appleton Street, Arlington, MA 02476• (781) 641-8300 �a notification. The Grantee shall make contact with the Area Contract Specialist III via Pager (7:30 AM to 4:00 PM Monday through Friday ONLY) Pager Number (781) 387-0255, forty-eight ihours prior to the start of work. i A copy of this permit must be on the job site at all times for inspection. Failure to have this permit available will result'in suspension of the rights granted by this permit. The Completion of Work Form shall be sent to the Grantor via certified mail as soon as possible after the completion of the physical work. The Grantee shall not engage in any work under benefit of this Permit until a MassHighway SmarTraveler ALERT form (attached) is filed with the District Permit Section two (2) working days prior to the start of work. Provisions shall be made for the safety and protection of Pedestrian Traffic during the i construction period. It shall be the responsibility of the Grantee to provide access to the property of residents and business owners during progress of the proposed work. The Grantee shall exercise this permit subject to all the rules and regulations made from time to time by the said Massachusetts Highway Department. Nothing in the permit shall be construed as authorizing any installation or maintenance thereof except in strict conformity with all I. Federal, State and Municipal laws, ordinances and regulations. The work will be performed as per plans on file at the Massachusetts Highway Department District Four Permits Office. I 1 The Grantee shall notify Dig-Safe at 1-888-344-7233 at least 72 hours prior to the start of work I for the purpose of identifying the location of underground utilities. IDig-Safe# To be obtained prior to the commencement of work. I Hand digging shall be required around the roots of trees. i 1 No trees shall be cut or removed under this permit. All work shall be in compliance with the 1988 Edition of the "Massachusetts Highway Department Standard Specifications for Highways and Bridges", and Supplemental Specifications Dated December 11, 2002. page 2 of 6 r No equipment, trucks, etc. shall occupy any part of the traveled way except between the hours of 9:00 A.M. and 3:00 P.M. No work shall be done under the terms of this permit on Saturdays, Sundays or Holidays. No work will be performed on the day before or the day after a long weekend which involves a holiday on any highway, roadway or property under the control of the Massachusetts Highway Department or in areas where the work would adversely impact the normal flow of traffic on the State Highway System, without perniission of the District Highway Director or his Representative. Uniformed Police Officers shall be in attendance at all times while work is being done under this permit. All personnel who are working on the traveled way or breakdown lanes shall wear safety vests and hard hats. The furnishing and erecting of all required signs and traffic safety devices shall be the responsibility of the Grantee. i j All signs and devices shall conform to the 2000 edition of the Manual on Uniform Traffic Control Devices (MUTCD) with the Commonwealth of Massachusetts Amendments. Cones and non-reflecting warning devices shall not be left in operating position on the highway when the daytime operations have ceased. If it becomes necessary for this Department to remove any construction warning devices or their appurtenances from the project due to negligence by the Grantee all costs for this work will be charged to the Grantee. imes when operations occupy the roadway and shall Flashing arrow boards will be used at all t be available for use at all times. All warning devices shall be subject to removal, replacement and repositioning by the Grantee as often as deemed necessary by the Engineer. Free flow of traffic shall be maintained at all times. At any time during the operation when a traffic delay of over twelve (12) minutes occurs and the situation is worsening, the Grantee will begin to suspend operations. Two way traffic shall be maintained at all times. When in the opinion of the Engineer, this operation constitutes a hazard to traffic in any area, Page 3 of 6 T • the Grantee may be required to suspend operations during certain hours and to remove his equipment from the roadway. Care shall be exercised so as not to disturb any existing State Highway Traffic Duct Systems or j any underground structures that exist. If said system is disturbed, it shall be restored n. Also any damaged Traffic lines shall be restored to their immediately to its original conditio ing conditions shall be charged to the Grantee. original condition. All expenses for restor The Grantee will be responsible for any damage caused by his operation to curbing, structures, roadway, etc. The Grantee shall be responsible for any ponding of water which may develop within the State Highway Layout, caused by this work. When a snow or ice condition exists during the progress of this work, the Grantee shall keep the highway well sanded to a point not less than two hundred (200) feet beyond the limits of the barriers and signs. No work shall be authorized during snow, sleet, or ice storms and subsequent snow removal operations. No bituminous concrete shall be installed between November 15th and April 15th. The Highway surface shall be kept clean of debris at all times and shall be thoroughly cleaned at the completion of this permit. At the completion of this permit, all disturbed areas shall be restored to a condition equal or similar to that which existed prior to the work. All utility companies whose services are located within or adjacent to the proposed installation areas shall be notified in writing of the proposed installation at least 48 hours prior to the start of any excavation in said areas. This is independent of the required dig safe notification. i Any grass areas disturbed within the State Highway Layout shall be graded, loamed to a depth of 4" and seeded. If the existing guardrail is removed or damaged it shall be reset or replaced to Massachusetts Highway Standards. This work shall be performed by an approved contractor. It shall be the responsibility of the Grantee to replace all pavement markings which have been disturbed by this permit. These pavement markings shall be restored within ten (10) days after - . this work is performed or as deemed necessary by the District Highway Director. i Page 4 of 6 r' Any bound marked MHB shall not be removed or disturbed. If it becomes necessary to remove and reset any highway bounds then the Grantee shall hire a Registered Professional Land Surveyor to perform this work. It shall be the responsibility of this land surveyor to submit to this office a statement in writing and a plan containing his stamp and signature showin that said work has been performed. g oc Grantee assumes all risk associated d ated with any environmental condition within the subject Property and shall be solely responsible for all costs associated with evaluating, assessing, and remediating, in accordance with all applicable laws, any environmental contamination discovered during Grantee's work or activities under this permit to the extent such evaluation assessment or remediation is required for Grantee's work, or(2) resulting from Grantee's work or activities under this permit. Grantee shall notify Grantor of any such assessment and remediation activities. This permit is issued with the stipulation that it may be modified or revoked at any time at the discretion of the District Four Highway Director or his representative without rendering said Department or the Commonwealth of Massachusetts liable in any way. The Grantee shall indemnify and save harmless the Commonwealth and its Highway Department against all suits, claims or liability of every name and nature arising at an y time out1 I of or in consequence of the acts of the Grantee in the performance of the work covered by this permit and or failure to comply with terms and conditions of the permit whether by themselves or their employees or subcontractors. APPLICANT'S REPRESENTATIVE: James D'Angelo TELEPHONE NUMBER: (978) 794-1792 Page 5 of 6 4 r No work shall be done under this permit until the Grantee has communicated with and received instructions from the District Highway Director of the Massachusetts Highway Department at 519 Appleton Street, Arlington, Ma. 02476-7009. The permit shall be void unless the work herein contemplated shall have been completed before August 6, 2005. Dated at Arlington this 6th day of August, 2004. Massachusetts Highway Department, By i Stephen T. O'Donnell District Highway Director MJF/mjf 1 RECEIVED . P SEP 2 7 2004 BUILDING DEPT. t Page 6 of 6 t Plan review McLay's Florist—9/26/04 Building Permit Applications has questions to be answered. —' Architect Smith to wet stamp box in B.P. application. B.P. application Section 6(describe �) proposed work)to have proper boxes checked. 7�—*DIG SAFE NUMBER? . C,00Q y #p Project to be under Control Construction. > CTeer review required on roof trusses. wo(2)firms on same Workmen's Comp. Form. Must be listed and signed separately. L *-Different C.S. License on B.P. Application and photo submitted. (NOTE: Person called morning of 9/27/04 and identified himself; as this is"Mike the Super",(we now have three people in the responsible position). 71�o�A,*REFERRAL to Soils Report on Sheet 51.3,Detail land 8,yet no report was in the package as submitted. _.--*The Energy Code, Chapter 13 is to be used in commercial buildings as per the building code. Calculations and locations of it were not submitted. Specifications for the project were not included. It appears that the 1Mechanicals are to be a design build project. This will be discussed at the meeting on this project prior to i9ssueung a building permit. .�*LLastly, TWO SETS W7AWINGS for the project were submitted UNSTAPLED / AND OUT OF ORDER with the application for a building permit. As such,they will be returned to be placed in order. 3 e,'C�p ' t 9/15/04 ti FIRE SPRINKLER SYSTEM HYDRAULIC ANALYSIS GENERAL PROJECT DATA Building Owner: OSGOOD CENTER. Address: 1211 Osgood Street North Andover, MA Building Description: One storey and high, wood truss Occupancy Retail Center Mall Sprinkler system Description: To be Equipped with Automatic sprinkler hthroughout Sprinkler System Type: To be one wet pipe system and one dry pipe Description of Hazard: Retail Stores - shopping center Name of Approving Authority: NORTH ANDOVER, MA. WATER SUPPLY TEST DATA Test Hydrant Identification: Municipal Main adjacent to site Source of Data: Gaffney Corporation (Contracor) Hydrant Elevation: Grade - 0 feet Test Static Pressure(psi): 85 Test Residual (psi): 67 s.>. Test Flow Rate (GPM) 1478 IOf Data was adjusted downward to give.an J PH additional pressure buffer volume buffer DESIGN CRITERIA and DEMAND WET PIPE SYSTEM Hydraulically calculated system. Ordinary Hazard Grp 1 i NFPA 13) and UL/FM 100 sq fT spacing — Quick Response Sprinklers Designed to provide a density of 0.100 GPM/sqft over the hdraulically most remote 900 sq ft ( modified from 1500 as per NFPA 13) DRY PIPE SYSTEM Hydraulically calculated system. Ordinary Hazard Grp 1 NFPA 13) and UL/FM 130 sq fT spacing — Quick Response Sprinklers Designed to provide a density of 0.100 GPM/over the hydraulically most remote 1170 sqft ( modified from 1500 +30% penalty for dry system-quick response sprinkler allowance as per NFPA 13) SYSTEM DEMAND Wet System Sprinklers- 179.7 GPM @ 70.3 psi Outside H ose 250.0 GPM Total Demand 686.7 GPM @ 70.3 psi with 12.9 psi remaining Dry System Sprinklers- 178.9GPM @ 69.3 psi Ouside Hose 250.0 GPM Total Demand 428.9 GPM @ 69.3 psi with 13.9 psi remaining Prepared for Gaffney Corp. Contractors i I I I' Hydraulic Calculations WET PIPE SYSTEM ^ SPRINKLER SYSTEM INPUT DATA File Name: A:OSG-ATT Date: 09-13-2004 Job Title: Osgood,N. AND: 130sf 0. 10/1170:Dry System C=100 SOURCE NODES Node Tag Elevation Static Residual Residual Hose Stream Pressure Pressure Flow Allowance ( ft) ( psi ) (psi ) (gpm) (gpm) 36 2.0 85.0 67.0 1478 250 NODE DATA Node Tag Elevation K Node Tag Elevation K ( ft) ( ft) 1 17. 5 5.6 19 11 O 2 17.5 5.6 20 11 0 3 17.5 5.6 21 11 0 4 17. 5 5.6 22 11 0 5 17.5 0 23 11 0 6 17.5 0 24 11 0 7 14 5.6 25 11 0 8 14 5.6 26 11 0 9 14 5.6 27 11 0 10 14 5.6 28 11 0 11 14 0 29 11 0 12 14 0 30 7 0 13 14 5.6 31 6 0 14 14 0 32 5 0 15 14 0 33 3 0 16 14 0 34 2 0 17 11 0 35 2 0 18 11 0 36 2 SOURCE , PIPE DATA Pipe Tag End Node Tags Length Ftng Len Diam. H-W Coef . ( ft) ( ft) ( in) i 1 2 1 10.0 0.0 1.049 100 2 3 2 10.0 0.0 1 .049 100 � 3 4 3 10.0 0.0 1 .380 10O 4 5 4 20.0 0.0 1 .610 100 � 5 6 5 17.3 0.0 2.067 100 6 12 6 13.0 0.0 2.067 100 7 8 7 8.0 0.0 1 .049 100 . 8 9 8 10.0 0.0 1 .049 100 9 10 9 10.0 0.0 1 .380 100 10 11 10 10.0 0.0 1 .610 100 11 12 11 17.3 0.0 2.067 100 12 17 12 13.0 0.0 2.067 100 12A 14 13 10.0 0.0 1 .049 100 12B 15 14 10.0 0.0 1 .380 100 12C 16 15 20.0 0.0 1 .610 120 12D 17 16 20.0 0.0 2.O67 120 13 18 17 3.O 0.0 2.469 100 14 19 18 2.0 0.0 2.469 100 15 20 19 2.0 9.0 2.469 100 16 21 20 7.0 0.0 2.469 100 17 22 21 1 .0 9.0 2.469 100 18 23 22 53.0 9.0 2.469 100 19 24 23 3.0 0.0 2.469 100 20 25 24 26.0 0.0 2.469 100 21 26 25 2O.0 O.0 2.469 100 22 27 26 10.0 0.O 2.469 100 23 28 27 19.0 0.0 2.469 100 24 29 28 8.0 7. 5 2.469 100 25 30 29 2.0 0.0 2.469 100 � 26 31 30 4.0 0.O 3.068 100 31 32 31 .12 0 0.0 3.068 100 � 32 33 32 1 .0 20.O 4.026 100 33 34 33 1 .0 0.O 4.026 100 34 34 35 Fixed pressure drop of 5.0 psi 35 3635 20.0 0.0 6.000 100 ^ ^ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 09-13-2004 OS8-ATT JOB TITLE: Osgood,N. AND: 130sf 0. 10/1170:Dry System C=100 ' | WATER SUPPLY DATA � SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ' D � NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. � TAG (PSI ) (PSI ) (GPM) (PSI ) (GPM) (PSI ) � 36 85.0 67.0 1478.0 83.2 428.9 69.3 � AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 428.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 178.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI ) (GPM) 1 17. 5 K= 5.60 7.0 14.8 2 17. 5 K= 5.60 8.0 15.9 3 17.5 K= 5.60 12. 1 19. 5 4 17. 5 K= 5.60 14.7 21 .5 5 17. 5 - - - - 19.5 - - - 6 17.5 - - - - 20.7 - - - 7 14.0 K= 5.60 9.1 16.9 8 14.0 K= 5.60 10.2 17.9 9 14.0 K= 5.60 15.3 21 .9 10 14.0 K= 5.60 18.6 24.2 11 14.0 - - - - 21 .6 - - - 12 14.0 - - - - 23. 1 - - - 13 14.0 K= 5.60 22.3 26.5 14 14.0 - - - - 25.4 - - - 15 14.0 - - - - 26.2 - - - 16 14.0 - - - - 26.7 - - - 17 11 .0 - - - - 28.2 - - - 18 11 .0 - - - - 28.7 - - - 19 11 .0 - - - - 29.0 - - - 20 11 .0 - - - - 30.8 - - - 21 11 .0 - - - - 31 .9 - - - 22 11 .0 - - - - 33. 5 - - - 23 11 .0 - - - - 43.6 - - - 24 11 .0 - - - - 44. 1 - - - 25 11 .0 - - - - 48.3 - - - 26 11 .0 - - - - 51 .6 - - - 27 11 .0 - - - - 53.2 - - - 28 11 .0 - - - - 56.3 - - - 29 11 .0 - - - - 58.8 - - - 30 7.0 - - - - 60.9 - -- 31 31 6.0 - - - - 61 .5 - - - 32 5.0 - - - - 62.7 - - - 33 3.0 - - - - 63.8 - - - 34 2.0 - - - - 64.3 - - - , ^ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 � JOB TITLE: Osgood ,N. AND: 130sf 0. 10/1170:Dry System C=100 NODE ANALYSIS DATA (cont' d) NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI ) (GPM) ' 35 2.O - - - - 69.3 - - - 36 2.0 SOURCE 69.3 178.9 i / / � , ! ` SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 � JOB TITLE: Osgood ,N. AND: 130sf 0. 10/1170:Dry System C=100 ` PIPE DATA PIPE TAG Q(GPM) DIA( IN) LENGTH PRESS. | END ELEV. NOZ . PT DISC. VEL(FPS) HW(C) (FT) SUM. | NODES (FT) ( K) (PSI ) (GPM) F.L. /FT (PSI ) � Pipe: 1 14.8 1 .049 PL 10.0 PF 1 .0 2 17. 5 5.6 8.0 15.9 5.5 100 FL 0.0 PE 0.0 1 17. 5 5.6 7.0 14.8 0. 105 TL 10.0 PV 0.2 Pipe: 2 30.7 1 .049 PL 10.0 PF 4.0 3 17. 5 5.6 12. 1 19. 5 11 .4 100 FL 0.0 PE 0.0 2 17.5 5.6 8.0 15.9 0.403 TL 10.0 PV 0.9 Pipe: 3 50. 1 1 .380 PL 10.0 PF 2.6 4 17. 5 5.6 14.7 21 . 5 10.8 100 FL 0.0 PE 0.0 3 17.5 5.6 12. 1 19. 5 0.263 TL 10.0 PV 0.8 Pipe: 4 71 .6 1 .610 PL 20.0 PF 4.8 5 17. 5 0.0 19.5 0.0 11 .3 100 FL 0.0 PE 0.0 4 17. 5 5.6 14.7 21 . 5 0.240 TL 20.0 PV 0.9 � Pipe: 5 71 .6 2.067 PL 17.3 PF 1 .2 6 17. 5 0.0 20.7 0.0 6.8 100 FL 0.0 PE 0.0 5 17. 5 0.0 19. 5 0.0 0.071 TL 17.3 PV 0.3 Pipe: 6 71 .6 2.067 PL 13.0 PF 0.9 12 14.0 0.0 23. 1 0.0 6.8 100 FL 0.0 PE 1 .5 6 17.5 0.0 20.7 0.0 0.071 TL 13.0 PV 0.3 Pipe: 7 16.9 1 .049 PL 8.0 PF 1 .1 ' 8 14.0 5.6 10.2 17.9 6.3 100 FL 0.0 PE 0.0 7 14.0 5.6 9. 1 16.9 0. 134 TL 8.0 PV 0.3 Pipe: 8 34.8 1 .049 PL 10.0 PF 5. 1 9 14.0 5.6 15.3 21 .9 12.9 100 FL 0.0 PE 0.0 8 14.0 5.6 10.2 17.9 0. 509 TL 10.0 PV 1 . 1 Pipe: 9 56.7 1 .380 PL 10.0 PF 3.3 � 10 14.0 5.6 18.6 24.2 12.2 100 FL 0.0 PE 0.0 9 14.0 5.6 15.3 21 .9 0.330 TL 10.0 PV 1 .0 Pipe: 10 80.9 1 .610 PL 10.0 PF 3.0 11 14.0 0.0 21 .6 0.0 12.7 100 FL 0.0 PE 0.0 10 14.0 5.6 18.6 24.2 0.300 TL 10.0 PV 1 . 1 Pipe: 11 80.9 2.067 PL 17.3 PF 1 .5 12 14.0 0.0 23. 1 0.0 7.7 100 FL 0.0 PE 0.0 11 14.0 0.0 21 .6 0.0 0.089 TL 17.3 PV 0.4 Pipe: 12 152.5 2.067 PL 13.0 PF 3.7 17 11 .0 0.0 28.2 0.0 14.6 100 FL 0.0 PE 1 .3 12 14.0 0.0 23. 1 0.0 0.287 TL 13.0 PV 1 .4 Pipe: 12A 26. 5 1 .049 PL 10.0 PF 3. 1 14 14.0 0.0 25.4 0.0 9.8 100 FL 0.0 PE 0.0 13 14.0 5.6 22.3 26. 5 0.306 TL 10.0 PV 0.6 � ! ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 i JOB TITLE: Osgood ,N. AND: 130sf 0. 10/1170:Dry System C=100 ! � PIPE DATA (cont' d ) PIPE TAG Q(GPM) DIA( IN) LENGTH PRESS. END ELEV. NOZ . PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) ( K) (PSI ) (GPM) F.L. /FT (PSI ) Pipe: 12B 26.5 1 .380 PL 10.0 PF 0.8 15 14.0 0.0 26.2 0.0 5.7 100 FL 0.0 PE 0.0 14 14.0 0.0 25.4 0.0 0.080 TL 10.0 PV 0.2 Pipe: 12C 26.5 1 .610 PL 20.0 PF 0. 5 16 14.0 0.0 26.7 0.0 4.2 120 FL 0.0 PE 0.0 15 14.0 0.0 26.2 0.0 0.027 TL 20.0 PV 0. 1 Pipe: 12D 26. 5 2.067 PL 20.0 PF 0.2 17 11 .0 0.0 28.2 0.0 2.5 120 FL 0.0 PE 1 .3 16 14.0 0.0 26.7 0.0 0.008 TL 20.0 PV 0.0 Pipe: 13 179.0 2.469 PL 3.0 PF 0.5 18 11 .0 0.0 28.7 0.0 12.0 100 FL 0.0 PE 0.0 17 11 .0 0.0 28.2 0.0 0.163 TL 3.0 PV 1 .0 Pipe: 14 179.0 2.469 PL 2.0 PF 0.3 19 11 .0 0.0 29.0 0.0 12.0 100 FL 0.0 PE 0.0 18 11 .0 0.0 28.7 0.0 0. 163 TL 2.0 PV 1 .0 Pipe: 15 179.0 2.469 PL 2.0 PF l .8 20 11 .0 0.0 30.8 0.0 12.0 100 FL 9.0 PE 0.0 19 11 .0 0.0 29.0 0.0 0. 163 TL 11 .0 PV 1 .0 Pipe: 16 179.0 2.469 PL 7.0 PF 1 .1 21 11 .0 0.0 31 .9 0.0 12.0 100 FL 0.0 PE 0.0 20 11 .0 0.0 30.8 0.0 0. 163 TL 7.0 PV 1 .0 Pipe: 17 179.0 2.469 PL 1 .0 PF 1 .6 22 11 .0 0.0 33.5 0.0 12.0 100 FL 9.0 PE 0.0 21 11 .0 0.0 31 .9 0.0 0.163 TL 10.0 PV 1 .0 Pipe: 18 179.0 2.469 PL 53.0 PF 10.1 23 11 .0 0.0 43.6 0.0 12.0 100 FL 9.0 PE 0.0 22 11 .0 0.0 33. 5 0.0 0. 163 TL 62.0 PV 1 .0 Pipe: 19 179.0 2.469 PL 3.0 PF 0. 5 24 11 .0 0.0 44. 1 0.0 12.0 100 FL 0.0 PE 0.0 23 11 .0 0.0 43.6 0.0 0. 163 TL 3.0 PV 1 .0 Pipe: 20 179.0 2.469 PL 26.0 PF 4.2 25 11 .0 0.0 48.3 0.0 12.0 100 FL 0.0 PE 0.0 24 11 .0 0.0 44. 1 0.0 0. 163 TL 26.0 PV 1 .0 Pipe: 21 179.0 2.469 PL 20.0 PF 3.3 � 26 11 .0 0.0 51 .6 0.0 12.0 100 FL 0.0 PE 0.0 � 25 11 .0 0.0 48.3 0.0 0. 163 TL 20.0 PV 1 .0 ! / Pipe: 22 179.0 2.469 PL 10.0 PF 1 .6 | ! 27 11 .0 0.0 53.2 0.0 12.0 100 FL 0 0 PE 0.0 ^ ^ | 26 11 .0 0.0 51 .6 0.0 0. 163 TL 10.0 PV 1 .0 ' / / ^ . ' ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 JOB TITLE: Osgood,N. AND: 130sf 0. 10/1170:Dry System C=100 PIPE DATA (cont' d ) PIPE TAG Q(GPM) DIA( IN) LENGTH PRESS. END ELEV. NOZ . PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) ( K) (PSI ) (GPM) F.L. /FT (PSI ) Pipe: 23 179.0 2.469 PL 19.0 PF 3. 1 28 11 .0 0.0 56.3 0.0 12.0 100 FL 0.0 PE 0.0 � 27 11 .0 0.0 53.2 0.0 0. 163 TL 19.0 PV 1 .0 Pipe: 24 179.0 2.469 PL 8.0 PF 2. 5 � 29 11 .0 0.0 58.8 0.0 12.0 100 FL 7. 5 PE 0.0 � 28 11 .0 0.0 56.3 0.0 0. 163 TL 15.5 PV 1 .0 � Pipe: 25 179.0 2.469 PL 2.0 PF 0.3 30 7.0 0.0 60.9 0.0 12.0 100 FL 0.0 PE 1 .7 29 11 .0 0.0 58.8 0.0 0. 163 TL 2.0 PV 1 .0 Pipe: 26 179.0 3.068 PL 4.0 PF 0.2 31 6.0 0.0 61 .5 0.0 7.8 100 FL 0.0 PE 0.4 30 7.0 0.0 60.9 0.0 0.056 TL 4.0 PV 0.4 Pipe: 31 179.0 3.068 PL 12.0 PF 0.7 32 5.0 0.0 62.7 0.0 7.8 100 FL 0.0 PE 0.4 31 6.0 0.0 61 . 5 0.O 0.056 TL 12.0 PV 0.4 Pipe: 32 179.0 4.026 PL 1 .0 PF 0.3 33 3.0 0.0 63.8 0.0 4.5 100 FL 20.0 PE 0.9 32 5.0 0.0 62.7 0.0 0.015 TL 21 .0 PV 0. 1 Pipe: 33 178.9 4.026 PL 1 .0 PF 0.0 34 2.0 0.0 64.3 0.0 4. 5 100 FL 0.0 PE 0.4 33 3.0 0.0 63.8 0.0 0.015 TL 1 .0 PV 0. 1 / Pipe: 34 FIXED PRESSURE LOSS DEVICE 34 2.0 0.0 64.3 0.0 -5.0 psi , 178.9 gpm � 35 2.0 0.0 69.3 0.0 � Pipe: 35 178.9 6.000 PL 20.0 PF 0.0 36 2.0 SRCE 69.3 (N/A) 2.0 100 FL 0.0 PE 0.0 35 2.0 0.0 69.3 0.0 0.002 TL 20.0 PV 0.0 NOTES: ( 1 ) The system has been balanced to provide an average � imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.084 gpm. | | ! ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 JOB TITLE: Osgood,N. AND: 130sf 0. 10/1170:Dry System C=100 (2) Velocity pressures are printed for information only, and are � not used in balancing the system. Maximum water velocity in i any pipe is 14.6 ft/sec . / � , ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 JOB TITLE: Osgood ,N. AND: 130sf 0. 10/1170:Dry System C=100 WATER SUPPLY CURVE 120+ � | � 110+ � . � � . 100+ . 90+ ` *\\ | \O \\\\ P 80+ \\\\\\ R � . E | \\\\\ S G 70+ X \\\\\ U | \\* <- 67 psi @ 1478 gpm R | Flow Test Point E | 60+ ( | P | S | I 50+ ) | ` 40+ 30+ ' 20+ LEGEND " | X = Required Water Supply " � 69.33 psi @ 428.9 gpm " 10+ " | O = Available Water Supply " � | 83. 17 psi @ 428.9 gpm " . O++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Hydraulic Calculations DRY PIPE SYSTEM ^ SPRINKLER SYSTEM INPUT DATA File Name: A:OSG-1ST Date: 09-13-2004 Job Title: Osgood ,N. And : 110sf :0. 10/900:QR SOURCE NODES Node Tag Elevation Static Residual Residual Hose Stream Pressure Pressure Flow Allowance ( ft) ( psi ) ( psi ) (gpm) (gpm) 36 2.0 85.0 67.0 1478 250 NODE DATA Node Tag Elevation K Node Tag Elevation K ( ft) ( ft) 1 10. 5 5.2 13 10.5 0 2 10. 5 5.2 14 10.5 0 3 10.5 5.2 15A 10.5 O 4 10. 5 5.2 16A 10. 5 0 5 1O.5 0 17A 10.5 0 � 6 10. 5 5.2 18A 10. 5 O 7 10. 5 5.2 19A 10 . 5 8 10. 5 5.2 20A 6 0 9 10. 5 5.2 21A 4 0 10 10.5 0 33 3 0 10A 10. 5 5.2 34 2 0 11 10.5 0 35 2 0 12 10. 5 0 36 2 SOURCE � � ! / ^ PIPE DATA Pipe Tag End Node Tags Length Ftng Len Diam. H-W Coef . ( ft) ( ft) ( in) 1 2 1 10.0 0.0 1 .049 120 2 3 2 10.O 0.0 1 .049 120 3 4 3 10.0 0.0 1 .380 120 4 5 4 8.0 8.0 1 .610 120 4A 10 5 10.0 0.0 2.067 120 5 7 6 12.0 8.0 1 .049 120 6 8 7 20.0 0.0 1 .049 120 7 9 8 10.0 0.0 1 .380 120 8 10 9 18.3 8.0 1 .610 120 9 11 10 10.0 0.0 2.067 120 10 10 10A 7.3 0.0 1 .610 120 11 12 11 10.0 0.0 2.067 120 12 13 12 10.0 0.0 2.067 120 13 14 13 10.0 0.0 2.067 120 14 15A 14 10.0 0.0 2.067 120 15 16A 15A 70.0 0.0 2.067 120 16 17A 16A 36.0 0.0 2.467 120 18 18A 17A 9.0 6.0 2.469 120 19 19A 18A 4.0 0.0 3.068 120 20 20A 19A 1 .0 4.0 3.068 120 21 21A 20A 1 .0 16.0 3.068 120 22 33 21A 4.0 14.0 3.068 120 23 34 33 1 .0 0.0 4.029 120 ' 24 34 35 Fixed pressure drop of 5.0 psi 26 36 35 20.0 O.0 6.0O0 120 � � ^ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 09-13-2004 OSG-1ST JOB TITLE: Osgood ,N. And : 110sf :0. 10/900:QR WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ' D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI ) (PSI ) (GPM) (PSI ) (GPM) (PSI ) ' � 36 85.0 67.0 1478.0 83.2 429.7 70.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 429.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 179.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI ) (GPM) 1 10. 5 K= 5.20 11 . 1 17.4 2 10. 5 K= 5.20 12.1 18. 1 3 10.5 K= 5.20 15.9 20.7 4 10. 5 K= 5.20 18.2 22.2 5 10. 5 - - - - 21 .5 - - - 6 10. 5 K= 5.20 8. 1 14.8 7 10. 5 K= 5.20 9.6 16. 1 8 10. 5 K= 5.20 15.4 20.11- 9 0.49 10.5 K= 5.20 17.4 21 .7 � 14) 10. 5 - - - - 22. 1 - - - 10A 10.5 K= 5.20 21 .9 24.3 11 10. 5 - - - - 24.7 - - - 12 10.5 - - - - 27.4 - - -- 13 13 10. 5 - - - - 30. 1 - - - 14 10. 5 - - - - 32.7 - - - 15A 10. 5 - - - - 35.4 - - - 16A 10. 5 - - - - 54. 1 - - - 17A 10. 5 - - - - 58. 1 - - - 18A 10. 5 - - - - 59.8 - - ^- 19A 10.0 K= 0. 50 60.2 3.9 20A 6.0 - - - - 62. 1 - - - 21A 4.0 - - - - 63.7 - - - 33 3.0 - - - - 64.8 - - - 34 2.0 - - - - 65.3 - - - 35 2.0 - - - - 70.3 - - - � 36 2.0 SOURCE 70.3 179.7 , � ^ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 JOB TITLE: Osgood,N. And : 110sf :0. 10/900:QR PIPE DATA PIPE TAG Q(GPM) DIA( IN) LENGTH PRESS. END ELEV. NOZ . PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI ) (GPM) F.L. /FT (PSI ) Pipe: 1 17.4 1 .049 PL 10.0 PF 1 .0 2 10. 5 5.2 12.1 18. 1 6.4 120 FL 0.0 PE 0.0 1 10. 5 5.2 11 . 1 17.4 0.100 TL 10.0 PV 0.3 Pipe: 2 35.5 1 .049 PL 10.0 PF 3.8 3 10. 5 5.2 15.9 20.7 13.2 120 FL 0.0 PE 0.0 2 10. 5 5.2 12. 1 18. 1 0.376 TL 10.0 PV 1 .2 Pipe: 3 56.2 1 .380 PL 10.0 PF 2.3 4 10. 5 5.2 18.2 22.2 12. 1 120 FL 0.0 PE 0.0 3 10. 5 5.2 15.9 20.7 0.232 TL 10.0 PV 1 .0 Pipe: 4 78.4 1 .610 PL 8.0 PF 3.2 5 10.5 0.0 21 . 5 0.0 12.4 120 FL 8.0 PE 0.0 4 10.5 5.2 18.2 22.2 0.262 TL 16.0 PV 1 .0 Pipe: 4A 78.4 2.067 PL 10.0 PF 0.6 10 10.5 0.0 22.1 0.0 7. 5 120 FL 0.0 PE 0.0 5 10. 5 0.0 21 . 5 0.0 0.060 TL 10.0 PV 0.4 Pipe: 5 14.8 1 .049 PL 12.0 PF 1 . 5 7 10. 5 5.2 9.6 16. 1 5. 5 120 FL 8.0 PE 0.0 6 10. 5 5.2 8. 1 14.8 0.075 TL 20.0 PV 0.2 Pipe: 6 30.9 1 .049 PL 20.0 PF 5.8 8 10.5 5.2 15.4 20.4 11 .5 120 FL 0.0 PE 0.0 7 10. 5 5.2 9.6 16. 1 0.291 TL 20.0 PV 0.9 Pipe: 7 51 .4 1 .380 PL 10.0 PF 2.0 9 10.5 5.2 17.4 21 .7 11 .0 120 FL 0.0 PE 0.0 8 10. 5 5.2 15.4 20.4 0.196 TL 10.0 PV 0.8 Pipe: 8 73.0 1 .610 PL 18.3 PF 4.7 10 10.5 0.0 22.1 0.0 11 . 5 120 FL 8.0 PE 0.0 9 10. 5 5.2 17.4 21 .7 0. 177 TL 26.3 PV 0.9 Pipe: 9 175.8 2.067 PL 10.0 PF 2.7 11 10. 5 0.0 24.7 0.0 16.8 120 FL 0.0 PE 0.0 10 10.5 0.0 22.1 0.0 0.267 TL 10.0 PV 1 .9 Pipe: 10 24.3 1 .610 PL 7.3 PF 0.2 10 10. 5 0.0 22. 1 0.0 3.8 120 FL 0.0 PE 0.0 � 10A 10.5 5.2 21 .9 24.3 0.023 TL 7.3 PV 0.1 Pipe: 11 175.8 2.067 PL 10.0 PF 2.7 12 10.5 0.0 27.4 0.0 16.8 120 FL 0.0 PE 0.0 11 10. 5 0.0 24.7 0.0 0.267 TL 10.0 PV 1 .9 Pipe: 12 175.8 2.067 PL 10.0 PF 2.7 13 10. 5 0.0 30. 1 0.0 16.8 120 FL 0.0 PE 0.0 12 10. 5 0.0 27.4 0.0 0.267 TL 10.0 PV 1 .9 / ^ ^ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 JOB TITLE: Osgood ,N. And :110sf :0. 10/900:QR / � � PIPE DATA (cont'd ) / PIPE TAG Q(GPM) DIA( IN) LENGTH PRESS. END ELEV. NOZ . PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI ) (GPM) F.L. /FT (PSI ) Pipe: 13 175.8 2.067 PL 10.0 PF 2.7 14 10. 5 0.0 32.7 0.0 16.8 120 FL 0.0 PE 0.0 13 10. 5 0.0 30. 1 0.0 0.267 TL 10.0 PV 1 .9 Pipe: 14 175.8 2.067 PL 10.0 PF 2.7 15A 10.5 0.0 35.4 0.0 16.8 120 FL 0.0 PE 0.0 14 10. 5 0.0 32.7 0.0 0.267 TL 10.0 PV 1 .9 Pipe: 15 175.8 2.067 PL 70.0 PF 18.7 16A 10.5 0.0 54. 1 0.0 16.8 120 FL 0.0 PE 0.0 15A 10.5 0.0 35.4 0.0 0.267 TL 70.0 PV 1 .9 Pipe: 16 175.8 2.467 PL 36.0 PF 4. 1 17A 10. 5 0.0 58. 1 0.0 11 .8 120 FL 0.0 PE 0.0 16A 10. 5 0.0 54. 1 0.0 0.113 TL 36.0 PV 0.9 Pipe: 18 175.8 2.469 PL 9.0 PF 1 .7 18A 10. 5 0.0 59.8 0.0 11 .8 120 FL 6.0 PE 0.0 17A 10. 5 0.0 58. 1 0.0 0. 112 TL 15.0 PV 0.9 Pipe: 19 175.8 3.068 PL 4.0 PF 0.2 19A 10.0 0. 5 60.2 3.9 7.6 120 FL 0.0 PE 0.2 18A 10.5 0.0 59.8 0.0 0.039 TL 4.0 PV 0.4 Pipe: 20 179.7 3.068 PL 1 .0 PF 0.2 20A 6.0 0.0 62. 1 0.0 7.8 120 FL 4.0 PE 1 .7 19A 10.0 0. 5 60.2 3.9 0.041 TL 5.0 PV 0.4 Pipe: 21 179.7 3.068 PL 1 .0 PF 0.7 21A 4.0 0.0 63.7 0.0 7.8 120 FL 16.0 PE 0.9 20A 6.0 0.0 62. 1 0.0 0.041 TL 17.0 PV 0.4 Pipe: 22 179.7 3.068 PL 4.0 PF 0.7 33 3.0 0.0 64.8 0.0 7.8 120 FL 14.0 PE 0.4 21A 4.0 0.0 63.7 0.0 0.041 TL 18.0 PV 0.4 Pipe: 23 179.7 4.029 PL 1 .0 PF 0.0 34 2.0 0.0 65.3 0.0 4.5 120 FL 0.0 PE 0.4 33 3.0 0.0 64.8 0.0 0.011 TL 1 .0 PV 0. 1 Pipe: 24 FIXED PRESSURE LOSS DEVICE 34 2.0 0.0 65.3 0.0 -5.0 psi , 179.7 gpm 35 2.0 0.0 70.3 0.0 Pipe: 26 179.7 6.000 PL 20.0 PF 0.0 36 2.0 SRCE 70.3 (N/A) 2.0 120 FL 0.0 PE 0.0 35 2.0 0.0 70.3 0.0 0.002 TL 20.0 PV 0.0 , ° SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 JOB TITLE: Osgood ,N. And: 110sf :0. 10/900:QR � ! NOTES: � ( 1 ) The system has been balanced to provide an average � imbalance at each node of 0.009 gpm and a maximum imbalance at any node of 0.121 gpm. (2) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity in any pipe is 16.8 ft/sec . | � � ---------- �� ��� / ~ ° SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 | � JOB TITLE: Osgood ,N. And: 110sf :0. 10/900:QR � WATER SUPPLY CURVE 120+ . | | . � 110+ | | . � ' 100+ ' ` 90+ *\\ � \O \\\\ P 80+ \\\\\\ R | \\\\\ E S S 70+ X \\\\\ U | ` \\* <- 67 psi @ 1478 gpm R Flow Test Point E | 60+ ( | P | S � I 50+ ) | 40+ 30+ ` ' 20+ LEGEND It ' It ' | X = Required Water Supply It | 70.3 psi @ 429.7 gpm it 10+ " | O = Available Water Supply " | 83. 17 psi @ 429.7 gpm " O++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) a Outline Specs for 1211 Osgood Street. One Story Retail Building. September 9, 2004 1• General Requirements The plans, details, and specifications for the project are designed to meet or exceed the requirements of the Massachusetts State Building Code, Sixth Edition. The Architect must be notified in writing Af any local conditions or requirements which require modifications to the plans, details and specifications. The design criteria for this project are as follows: A. Seismic Loads: Aa = Av = 0.12 S = 1.0 R = 6.5 Cd = 4 V = 0.068W B. Wind Loads: Basic Wind Speed = 90 MPH Structure = 21 PSF C. Live Loads: First Floor Slab on Grade = 100 PSF: Additional Bottom Chord Loads on trusses as shown on drawings. D. Dead Loads: Drywall Partitions = 20 PSF M/E/P = 10 PSF E. Snow Loads: Basic Ground Snow = 30 PSF Drift(Added to basic Ground Snow) as shown on the drawings. The Project shall be Administered based upon the Requirements established in the General Conditions attached hereto. 2. Site Work All site work is the responsibility of the General Contractor(GC). This includes all utility connections to within 5 feet of the foundation or outside wall of the building. Included but not limited to Water Supply, Storm & Sanitary Sewer Lines, all Drainage, Electrical Supply, Telephone, Cable TV, Pavement and Road work, etc. 3. Concrete All concrete work and layout is the responsibility of the General Contractor. The GC shall be responsible for the layout of the foundations, footings, and slabs. Concrete strength of 3,000 Psi shall be provided for all concrete work. Exterior sidewalks shall be air entrained concrete. Dampproofing shall be provided on the exterior face of the foundation wall. Insulation shall extend from the footing up to the underside of the slab and return under the slab for 4'-0" around the perimeter of the building. See the Structural Drawings for additional s information. Specifications on the engineers plans shall supersede these. pecification 4. Masonry No Masonry on this project. S. Metals All nails, screws, bolts and other fasteners required for the installation of the building materials are to be included by the GC in each section of the work. Any steel reinforcing required for the foundations and footings shall be supplied by the site or foundation contractor. See the Structural Drawings for additional specification information. a u 6. Framing All Wood Framing and Prefabricated Truss specifications are shown on the Structural drawings. See the Structural Drawings for additional specification information. 6.1 Sills- AII foundations sills per plans shall be pressure treated; Dow Sill insulation (or equal)shall 'be used between foundation and sill. 6.2 Post and seam Framing Columns- Steel Tube Columns with 3/4" steel baseplate and steel cap plate as detailed on the plans. Wood Columns to be marked S-Dry SPF #1 or Southern Pine #1. Steel Beams and LVL or Microlam Beams as specified on the Structural plans. 6.3 Floor Slab- 4" Concrete Slab on Grade and WWF 6x6 W1.4 x W1.4 reinforcing mesh. 3" sand base over 6 mil Vapor Barrier. Compacted Structural Fill. Sawcut joints 6.4 Exterior Wall Framing- 2x6 @ 16" o/c marked S-Dry as per plans. Surfaced dried SPF #2 or better(or equal) with 5/8" Plywood sheathing per plans. Window headers of 2x12 framing or LVL framing as per the plans. Exterior sheathing to have continuous layer of Tyvek (or equal) moisture barrier, and"Hardiplank"Siding. Interior side of studs shall include 6" kraft faced fiberglass insulation with 6 mil poly vapor barrier between interior face of studs and 5/8" Gypsum Wall Board (GWB). 6.5 Roof Framing- Pre-engineered Pre-fabricated Roof Trusses @ 24" o.c. with 5/8" Plywood roof decking per plans. Use plywood clips for all unsupported edges unless blocking is shown on the drawings. 6.6 Interior Wall Framing- 2x4 and 2x6 framing @ 16" o/c marked S-Dry as per plans. SPF Stud grade or better(or equal) . 6.7 Shear Wall Framing- 2x6 @ 16" o/c marked S-Dry with a layer of 1/2" Plywood on each side of stud wall as shown on the plans. Plywood and studs to extend to underside of roof decking and braced as shown on plans. 7. Roofing and Gutters 7.1 Shingles- Seal down organic Asphalt shingles 235#, 30 year warranty. ( IKO, Bird, GAF or approved equal). 15# felt for underlayment. W.R. Grace Ice and Water Shield (or Equal) at all valleys, flashing transitions, and eaves and around all penetrations. Continuous white painted drip edge. Aluminum step flashing at transitions in roof planes. 7.2 Eaves- Continuous eave venting with insect screen, with white painted drip edge and"Ice and panels at all edges of insulated eaves as shown on the plans. Water Shield"self adhering roll roofing at all eaves.. Provide Prop-A-Vent"insulation 7.3 Valleys- "Ice and Water Shield"self adhering roll roofing or equal. 7.4 Ridge - Continuous ridge venting with insect screen or per plans. 7.5 Gutters- 6" K-6 aluminum .032 gauge with attachment accessories per plan rectangular downspouts to storm sewer drainage per plans. S. Exterior Doors and Windows 8.1 Fixed Storefront Glass- Kawneer(or equal) Insulated Aluminum frame with standard anodized finish (color to be selected by owner) with tempered Low-E insulating glass 1" thick. L- 12 52 8:2 Exterior Swing Doors- Kawneer Medium Stile Insulated aluminum door. Hardware as specified on the drawings with tempered Low-E insulating glass 1" thick. 8.5 Meta/Loading Doors - 16 ga Hollow Metal d r set in 14 ga Hollow Metal frame. See drawings for sizes. 9. Siding and Trim 9.1 Siding- 1/2 x 6 Hardiplank siding (50 year warranty) preprimed and painted. 9.2 Sots- Soffits V-0" wide and less to be painted plywood soffit with 2" vent strip. Soffits over 1'-0" wide at sidewalk areas = Vinyl soffit panels with integrated vents strips. 9.3 Tr/m- Wide panels to be DO plywood with exposed edges trimmed in pine. Eave trim boards to be Alex solid PVC. Molding and protected trim Pine #2 and better. Tight sound knots, back primed and finish coat of exterior grade paint. Window painted pine brickmold per plan. 10. Specialties: 11. Interior Doors, Trim, and Stairs 11.1 Doors- 11.2 Interior Trim- r 12. Cabinets and Countertops 12.1 Kitchen Cabinets: 12.2 Countertops Plastic laminate : WilsonArt, Plastic laminate or equal. plastic lam. backsplash. 12.3 Bathroom Vanity Cabinetry Merrilat Rutland or equal 12.4 Bathroom Countertops Plastic laminate : WilsonArt, Plastic laminate or equal. plastic lam. backsplash. 13. Insulation: 13.1 Roof- R-38 fiberglass or better. Unfaced batts with Full width inserts for creating a continuous air channel between insulation and wood roof deck at eaves. 13.2 Walls - - Exterior Walls: R-19 fiberglass. Kraft faced batts. 6 mil poly vapor retarder all winter warm surfaces. - Bathrooms: 3-1/2" unfaced batts for sound. i a STC ratings: Air tightness: Air leakage ratio of maximum 1.5 square inch per 100 sf of shell area at Pressure difference of 4 Pa. 14. Drywall: 14.1 Gypsum Board- 1/2" gypsum wall board. Ceiling to be smooth finish. Dryv4all and tape. 5/8" type"X"GWB per plans. Drywall, Tape, and Finish and prep for paint. 14.2 Backer Board- Cement based backer board to be supplied for tiled surfaces. IS. Flooring and Tile: Troweled finish concrete to accept future finishes ranging from VCT carpet. to direct glue down 16. Paint and Surfaces: 16.1 Interior Walls- One coat Promar PVA Latex Primer, 628 WC5 One coat EverGean Latex Flat/Satin to cover 16.2 Interior Trim and Doors- One coat ProMar 200 Alkyd Enamel Undercoater B49 W200 Two coats ProMar 200 Alkyd Egg Shell Enamel 833 W201 16.3 Exterior Siding- One coat of machine applied primer and 2 coats of finish. _abut color Selection to be determined. 16.4 Exterior Trim- One coat A100 Alkyd Exterior Wood Primer, Y24-W20 Two coat Solid Color VOC complying solid color Exterior Stain A14z 17. Fire Protection Systems and Alarms: 17.1 Fire Sprinkler System - The Sprinkler System shall be Design/Build. The GC shall be responsible for the professional design of the system and preparation of all drawings. The design shall include but is not limited to a Fully Sprinklered building including dry system for attic areas. Fire protection for all retail floor areas, bathrooms, closets, eave overhangs, attic areas and concealed dormer spaces in attic as required by code. Sprinkler system shall include backflow preventor and tie-in to Fire alarm system. Installation to meet requirements of NFPA standards and all applicable codes and the requirements for the local fire department.. 17.2 Fire Alarm System - The Fire Alarm System shall be Design/Build. The GC shall be responsible for the professional design of the system and preparation of all drawings. The design shall include but is not limited to a complete Fire alarm system to be designed and installed in conformance with NFPA standards and all applicable codes and the requirements for the local fire department. 17.3 Fire Department Access - Provide Supra/Knox Box in area adjacent to the fire alarm annunciation panel and as directed by the local Fire Department. 18. Appliances 19. Furnishings 20• Special Construction 21. Plumbing The Plumbing System shall be Design/Build. The GC shall be responsible for the professional design of the system and preparation of all drawings. The system shall include all waste water and domestic supply piping, hot water tanks, toilets, sinks, and Janitor basins and all faucets.) 22. HVAC: Heating Ventilation Air Conditioning The HVAC System shall be Design/Build. The GC shall be responsible for the professional design of the system and preparation of all drawings. The system shall include all HVAC units piping supply and control systems. 23. Electrical: The Electrical System shall be Design/Build. The GC shall be responsible for the professional design of the system and preparation of all drawings. The system shall include the disconnects, all panels, wiring subpanels, 5 meter sockets, site lighting, and basic temporary lighting, emergency and exit sign lighting. Finish lighting systems to be designed at a later date. 2 3.1 Lighting Fixtures to be se%ctect 1. Recessed lighting fixtures in living areas are HALO or approved equal. 2. Ceiling or Wall fixtures are provided in bathrooms and closets over 3 foot in length. 3. Exterior lights are provided at each outside door, to be selected 23.2. Rough Electric Contractor to provide all services per plan per local and national electric codes. .2 3.3 Security Systems Pre-wire for motion detector 23.4 Telephone/EtherneVCable 1. Provide finish telephone service 4 pair twisted wire. 3 locations per unit. 2. Pre-wire for cable service per plan. 2 locations per unit. 23.5 Door Chimes Wire for chimes front door and rear door. 23.6 Smoke Detectors UL approved. Fire alarm systems per code. 23.7 Outlets and Switches White 23.8 Ground Fault Interrupt circuits for all baths and kitchens per code 23.9 Exterior Outlets: GFI circuits in waterproof recessed outlets Provide 2 house metered outlets to be filed located. 68165/2004 16:01 16638983665 ENVIRO:RESPONSE PAGE 05 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 c11, 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 CCkU� lop IL Date.... f NOR71�1 TOWN OF NORTH ANDOVER p PERMIT FOR WIRING �,SSACHUSEt This certifies that .......... �y......... has permission to perform ...... 41.&-*q't a—r ................................ �z wiring in the building of '_e.... V41. .........,.. ,G................................ { at..�. /1..... r�-r..-f....... ...................................l ,No h Andover,Mass. Fe'e!J ._moe% i....... Lic.Noap..). .1...... . .. ........................... _Ei. I INSPECMR Check # 7 iVVJ V 5Ei [�. Z TRE COMHOWFALTHOFMASMCHUSETIS Office Use only DEPARTII1M'0FPUMJCS4FE7Y Permit No. BOARDOFFMPREVEMONREGUTAHONSM7C1NR12-M Occupancy&Fees Checked APPLICATION FOR PERMIT TOP ORMELECTRICAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THEM SACHUSSTS ELECTRICAL CODE,$27 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date 9 A?/A 44 Town of North Andover To the Inspector of Wires: The undersigned applies for a permit to perform the electric wor described below. Location(Street&Number) Owner or Tenant r.� � ,�. � O Owner's Address Is this permit in conjunction with a building permit: Yes®'156 a (Check Appropriate Box) Purpose of Building ( ,�, z T,q � /'y��� Utility Authorization No. 130 0SK� Existing Service AmpsVolts Overhead 1:3 Underground M No.of Meters New Service /� Amps / -'Zd-�V olts Overhead [:3—underground Q No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work No.of Lighting Outlets No.of Hot Tubs No.of Transformers Total KVA p No.of Lighting Fixtures Swimming Pool Above Below Generators KVA round ground No.of Receptacle Outlets No.of Oil Burners No.of Emergency Lighting Battery Units No.of Switch Outlets No.of Gas Burners No.of Ranges No.of Air Cond. Total FIRE ALARMS No.of Zones Tons No.of Disposals No.of Heat Total Total No.of Detection and Pumps Tons KW Initiating Devices No.of Dishwashers Space Area Heating KW No.of Sounding Devices No.of Self Contained Detection/Sounding Devices _ No.of Dryers Heating Devices KW Local Municipal � Othe Connections No.of Water Heaters. KW No.of No.of Signs Bailasis No.Hydro Massage Tubs No.of Motors Total HP z 1 7T- OTHER. ka=XeCbVWdr-Ptwantbthetagtitarm��afM ct>u IsGamaalLaws IhareaamULiab>Y1.yhmrdn POkyumk*gCaTk* Cove Woritsakgmt legtuvWai YESED— NO Ihaves bmhadvardpodof m odrOffbe,YES ff)ouharechedWYESplemndcaeftrAxofcovmFby IlVSURAIveE BOND OTHQ2 1:3 rem**) Fxpi�Oorl EWm*dValmeofDacmcal Wcdc$ WakooRmt A30/-s` kWechmD&RWs1ud Rao Final Sigrxdunder-fiRn1bMCfpaW RRMMAIVJE '_0ni 4'—Iet-f C 'T2 r L LCA_ LiaawNo. /'9/3 S y Lic$>see & G4Q T 111 X Ti N T.�' Sig=xe ;et ��3 Bt&mTeLNb. �va3 kys�-s 73 arm tn�ec ,E6 le L Ae c 3 cs s—'/ Alt Tel Na OWNER'S INSURANCEWAIVER,IamawarethattheLia=doesrothavethemauanoecovoWoritsambsOFtWeWdbtasMgimedbyM General Laws armddrdtmysg mkwcn ftpeanitappbcabm waives this megtlaa ifft (Please check one) Owner Agent Telephone No. PERMIT FEE signature of Uwner or Agent � D a a Information M D MR 1.To Build On Engineering • Consulting • Testing D , D � D D D D D D D D D � D f � D a D 1 �, M U P n L E GEOTECHNICAL REPORT PROPOSED RETAIL DEVELOPMENT NORTH ANDOVER, MASSACHUSETTS u PSI PROJECT No. 444-45018 May 21, 2004 n Lj n u Prepared for: I TEC u Ten New England Business Center Drive, Suite 301 Andover, Massachusetts 01810 Prepared by: PROFESSIONAL SERVICE INDUSTRIES, INC. `—' 10 Upton Drive Wilmington, Massachusetts 01887 �A OF M.4ssycy (978) 988-1142 0� .gr DFL'�1PZJ1D R+ M.LAHLAF n CML No.39814 n ' AL Thomas Thomas J. Strike, EIT Abdelmadjid M. Lahla , Ph.D., P.E. Geotechnical Engineer Geotechnical Department Manager n U L n U TABLE OF CONTENTS 1.0 PROJECT INFORMATION..................................................................................................1 1.1 Project Authorization.................................................................................................................l 1.2 Purpose and Scope of Services..................................................................................................1 LJ1.3 Site Location..............................................................................................................................1 1.4 Project Description ....................................................................................................................2 17 2.0 SITE AND SUBSURFACE CONDITIONS..........................................................................3 2.1 Subsurface Exploration..............................................................................................................3 2.2 Regional Geology......................................................................................................................3 LJ 2.3 Subsurface Conditions 2.4 Groundwater.............................................................................................................................4 n 3. 0 EVALUATION AND RECOMMENDATIONS..................................................................5 3.1 Foundation Recommendations 3.2 Concrete Slab Considerations . ........................................................................6 3.3 Seismic Design Criteria. ...................... ..... .7 4.0 CONSTRUCTION CONSIDERATIONS.................................................................................8 n 4.1 Site Preparation and Earthwork.................................................................................................8 4.1.1 Subgrade Preparation ...................................................................................................................................8 LJ 4.1.1 SubgradeProtection .....................................................................................................................................8 4.2 Reuse of Onsite Materials..........................................................................................................9 4.3 Underdrains and Groundwater Control Procedures...................................................................9 4.4 Excavations..............................................................................................................................10 C5.0 RECOMMENDATIONS FOR FUTURE WORK.............................................................11 6.0 REPORT LIMITATIONS....................................................................................................11 7.0 REFERNCES.........................................................................................................................12 F1 V n Li n L u n u L ii ►J n L., List of Tables C Table 1 Structural Fill Gradation and Compaction Requirements Table 2 Ordinary Fill Gradation and Compaction Requirements I u n List of Figures Figure 1 Site Location Map Figure 2 Boring Location Plan F1 Appendix U Appendix A Boring Logs u n n L� n n Lj n n n u n u u n Li r Geotechnical Engineering Report u Proposed Retail Development North Andover,Massachusetts n PSI Project No. 444-45018 u 1.0 PROJECT INFORMATION L, 1.1 Project Authorization This report presents the results of a subsurface exploration and geotechnical evaluation L performed by Professional Service Industries, Inc. (PSI) for the proposed Retail Development in North Andover, Massachusetts. We performed our services in general accordance with our Agreement for Professional Services between TEC Transportation Engineering and Construction, L+ Inc. and Professional Services Industries, Inc. dated April 16, 2004 for the Retail Development project in North Andover, Massachusetts, prepared by PSI and signed by Mr. Mitchell Kearny. n `J 1.2 Purpose and Scope of Services n The purpose of this study was to obtain subsurface information at the site and to provide recommendations for foundation design and construction. n Li PSI performed the following services: • Engaged a drilling subcontractor to drill five borings. L • Provided a geotechnical field engineer, full-time, at the site to coordinate and observe the (—? drilling, describe the soil samples, and prepare field logs. u • Prepared this geotechnical report containing the results of our subsurface explorations and our recommendations. 1.3 Site Location n The site is located at 1182 Osgood Street in North Andover, Massachusetts as shown in Figure 1. M The site is bordered by Osgood Street to the west, Barker Street to the east, and an undeveloped lot to the north. The central portion of the site is currently occupied by an existing wood/masonry `—' building with a footprint of about 2,044 square feet. A wood-frame loading dock is located to the r north (rear) of the building. Paved parking is located to the north and south of the building, and landscaped surfaces are located to the west of the building. n Based on our field observations and a drawing titled "Site Development Permit Plan — Proposed Retail Facility," prepared by Merrimack Engineering Services of Andover, Massachusetts, and dated September 3, 2003, the existing ground surface slopes down slightly from the northeast (El. 166 ft) towards the southwest (El. 160 ft). The ground surface is relatively level (El. 160 ft) in the .w4ff i F1 u Geotechnical Engineering Report n Proposed Retail Development North Andover,Massachusetts PSI Project No.444-45018 C proximity to the existing building. The existing building has a first floor elevation of 164.6 ft and an unknown basement elevation. 1.4 Project Description The proposed building will consist of a one-story, 9,210 square-foot, wood-frame structure with a Cfinished floor elevation of 162.8. The proposed building will not have a basement. The majority of the existing building is within the footprint of the proposed building. The existing ground surface elevations within the proposed building footprint range from El. 164 ft to El. 160 ft. Paved parking areas are proposed on the northern, southern, and western sides of the proposed building. PSI has prepared this report based on the information available to us at this time. If any of the Enoted information or assumptions are incorrect or have changed, please inform us so that we may amend the recommendations presented in this report, if appropriate. E C c c� n L� 2 I Geotechnical Engineering Report Proposed Retail Development North Andover,Massachusetts u PSI Project No. 444-45018 2.0 SITE AND SUBSURFACE CONDITIONS n 2.1 Subsurface Exploration u PSI engaged Soil Exploration Corporation of Leominster, Massachusetts to drill and sample a total of five test borings (B-1 through B-5) with a truck mounted drill rig on April 27, 2004. A PSI engineer observed and logged the borings in the field. All borings were advanced using hollow stem augers. Appendix A contains PSI's boring logs and Figure 2 shows the boring locations. L' The drillers performed Standard Penetration Tests (SPT) and obtained split spoon samples at n five-foot intervals, in general accordance with ASTM D-1586. The soil samples are currently stored in our laboratory for further analysis, if requested. Unless notified otherwise, we will dispose of the soil samples after three months. • r� 2.2 Regional Geology M The Bedrock Geologic Map of Massachusetts compiled by Richard Goldsmith, Nicholas M. Ratcliffe, Peter Robinson, and Rolfe S. Stanley reports that the bedrock at the site consists of thin to thick-bedded metamorphosed calcareous sandstone, siltstone, and minor muscovite schist. 2.3 Subsurface Conditions n The following subsurface description is generalized to highlight the major soil strata encountered Li during the investigation. The boring logs included in Appendix A should be reviewed for specific information at individual boring locations. The strata shown on the logs represent the n conditions only at the actual boring locations. Variations may occur and should be expected L_J between boring locations. The strata represent the approximate boundaries between subsurface n materials and the actual transition may be gradual. '–' The soil strata encountered in the borings were as follows, starting at the ground surface: Asphalt – A layer of asphalt about 2 to 3.5 inches thick was encountered in all borings except B-2. Fill – A layer of fill was encountered at the ground surface in boring B-2, and below the L, — asphalt in borings B-1, B-3, B-4, and B-5, extended to depths ranging between 1 and 7.5 feet below the ground surface, and was the thickest near the existing basement. The fill generally consisted of dark brown to gray, silty sand with 15 to 25 percent fines and with 5 to 10 percent gravel. The fill in boring B-2 contained traces of organics. Where the fine content was below 15 percent, the fill was classified as well graded sand or well L, graded sand with gravel. Except for B-2, the fill appeared to be generally free of organic material. SPT N-values in the fill ranged between 3 and 18 blows per foot (bpf) indicating very loose to medium dense fill. Liin r� 3 Geotechnical Engineering Report Proposed Retail Development n North Andover,Massachusetts L PSI Project No.444-45018 Sand — A layer of well graded sand with 5 to 20 percent gravel and 5 to 10 percent fines was encountered beneath the fill and extended to depths ranging between 8 and 14 feet below the ground surface. The SPT-N-values in the sand ranged between 13 and 36 bpf indicating medium dense to dense sand. Glacial Till — A layer of silty sand with 15 to 20 percent fines and 5 to 20 percent gravel was encountered below the sand and extended to the bottom of the borings at depths between 12 to 21.5 feet below the ground surface. The SPT N-values in the glacial till r ranged between 31 to more than 100 bpf indicating a dense to very dense silty sand. Borings B-1 through B-4 encountered refusal within this layer at depths between 19.5 to 21.5 feet below the ground surface. Boring B-5 was terminated within this layer at a depth of 12 feet below the ground surface. n 2.4 Groundwater Groundwater was encountered in all borings at depths between 5 and 8 feet below the ground r7 surface, corresponding to elevations ranging between 154 and 157. Please note that the groundwater levels observed in the borings were measured shortly after the n completion of the borings and may not represent the actual groundwater levels, as additional time Lmay be required for the groundwater levels to stabilize. The groundwater data presented in this report only represent the conditions encountered at the time of our field activities and seasonal n fluctuation should be anticipated. We recommend that the contractor measure the actual groundwater levels at the time of construction to assess groundwater impact on the construction procedure. u F1 Li F1 L-A M L M r u ��a M 4 F1 Geotechnical Engineering Report Proposed Retail Development North Andover,Massachusetts PSI Project No.444-45018 3. 0 EVALUATION AND RECOMMENDATIONS 3.1 Foundation Recommendations Based on the results of the test borings, the existing fill is not suitable to support the proposed structure. We recommend supporting the proposed structure on spread or continuous wall footings bearing in the natural sand, glacial till or on Structural Fill placed directly over these soils. M • Existing foundations, utilities and fill material should be removed from within the limits of the proposed structure.K R • For footing design, we recommend using a net allowable bearing pressure of 4,000 pounds per square foot (psf) for footings founded on the natural sand or on Structural Fill and 6,000 psf for footings founded on the natural glacial till. To facilitate design, a net allowable bearing pressure of 4,000 psf may be used for all footings. M • All foundations should be designed in accordance with The Commonwealth of Massachusetts Li State Building Code 780 CMR, Sixth Edition (The Code). In accordance with section 1805.2 of The Code, the allowable bearing pressures may be increased by 33% when designing the n footings for wind or seismic loads. Li • Assuming 16 square-foot footings, we estimate that total settlements will be about 3/4 inch, [� and that the differential settlements will range up to about '/z inch over a horizontal distance L, of 25 feet. • Exterior footings and footings in unheated areas should be placed at minimum depths of 4 feet below final exterior grades to provide adequate frost cover protection. Interior footings in heated areas, where the footing subgrade is protected from freezing, may be designed and M constructed at a minimum depth of 2 feet below finished floor grades. n • We recommend that wall footings have a minimum width of 2 feet, and that column footings f have a minimum width of 3 feet. For foundations with a least lateral dimension smaller than `—' 3 feet, the allowable bearing pressure should be reduced to 1/3 of the recommended allowable bearing pressure times the least dimension in feet. Wall footings should be designed and constructed with continuous, longitudinal steel reinforcement for greater bending strength to span across small areas of loose or soft soils that may go undetected r during construction. L� • A PSI geotechnical engineer or their representative should observe footing excavations prior to concrete placement to verify that the exposed bearing materials are suitable for the design soil bearing pressure. If soft or loose pockets are encountered in the footing excavations, then the soft or loose materials should be removed, and the bottom of footing should be r ��° , 5 L n Geotechnical Engineering Report �1 Proposed Retail Development North Andover,Massachusetts l� PSI Project No.444-45018 placed at a lower elevation on firm soil, or the resulting excavation should be backfilled with Structural Fill. 3.2 Concrete Slab Considerations Li The existing fill is not suitable to support the proposed building slab and should be removed , below the footprint of the proposed structure to expose the natural sand. The resulting L' excavation should be backfilled with Structural Fill. We recommend that the subgrade be n observed by PSI prior to placement of any fill to raise grades. To reduce the possibility of capillary rise of groundwater into the floor slab and to reduce the n potential for and magnitude of concrete curling, we recommend that the concrete floor slabs be constructed over the following subbase: I1 • Three inches of compacted manufactured sand, #10 stone or crusher run stone, over • A minimum 6-mil thick impermeable vapor retarder, placed over • 6 inches of compacted, free draining granular material. For the design of the floor slab bearing on the natural sand or on Structural Fill, we recommend using a modulus of subgrade reaction, ks1, of 300 tons per cubic foot (tcf). This value should be n adjusted for larger areas using the following expression: F-1 Modulus of Subgrade Re action(kt)=k,1 * B+1 z u C2B ) where: ks= Coefficient of vertical subgrade reaction for loaded area, !� ks1 = Coefficient of vertical subgrade reaction for 1 x 1 square foot area, and B = Width of area loaded, in feet. n Please note that cracking of slab-on-grade is normal and should be expected. Cracking can occur `—' not only as a result of heaving or compression of the underlying soil, but as also as a result of concrete curing stresses. To reduce the potential for cracking, the precautions listed below should be closely followed for construction of all slabs-on-grade: • We recommend installing construction joints between the floor slab and the walls and columns to account for differential settlement between the footings and slab. Concrete slabs should be jointed according to the American Concrete Institute (ACI) requirements, or other n suitable code. • All backfill in areas supporting slabs should be moisture conditioned and compacted. Backfill in all interior and exterior water and utility line trenches should be carefully compacted. u n u 6 F) Li Geotechnical Engineering Report Proposed Retail Development North Andover,Massachusetts PSI Project No. 444-45018 • Exterior slabs should be isolated from the building. These slabs should be constructed to function as independent units. Movement of these slabs should not be transmitted to the building foundation or superstructure. n 3.3 Seismic Design Criteria In accordance with Section 1612.4.2 of The Code, the soils at the site should be considered an S 1 soil-profile type with a site coefficient(S) of 1.0. `—' Based on the boring information, we believe the site soils are not susceptible to.liquefaction when assessed according to a Code earthquake of a magnitude 6.5-and with an acceleration of 0.12 g. E E n LJ F L F-1 LJ n L, n u n n u 7 u r J 1 U Geotechnical Engineering Report F1 Proposed Retail Development North Andover,Massachusetts Li PSI Project No. 444-45018 n 4.0 CONSTRUCTION CONSIDERATIONS LJ F1 4.1 Site Preparation and Earthwork L--' 4.1.1 Subgrade Preparation n • Loose, soft, organic materials as well as existing footings and utilities, asphalt, LJ construction debris and deleterious matter encountered during initial stripping operations n should be removed from within the proposed structure. Fill placed within the footprint of the proposed structure should meet the gradation and compaction requirements of Structural Fill as shown in Table 1. f� U • The base of the footing excavations in the sand or glacial till should be compacted with a dynamic vibratory compactor weighing at least 200 pounds and imparting a minimum of r-1 4 kips of force to the subgrade, before placing concrete. • The subgrade for the floor slab should be compacted using at least four passes of a dynamic roller compactor that imparts a minimum of 40 kips of force to the subgrade, �+ before placement of any fill required to raise grades. n • Compaction of wet subgrades extending into the glacial till is likely to cause "pumping." '—' If pumping occurs, compaction operations should be halted immediately. In areas, where r, pumping has occurred, the subgrade should be excavated to firm soil, and the grades should be restored by placing crushed stone or lean concrete. u • Any loose or soft soils identified during the compaction operations should be excavated to an acceptable bearing stratum as determined by the PSI Geotechnical Engineer or his representative. Grades should be restored by backfilling with Structural Fill. n u • Fill placed outside the footprint of the proposed structure should consist of Ordinary Fill meeting the gradation and compaction requirements shown in Table 2. r, L, • A PSI geotechnical engineer or his representative should observe the placement and compaction of any Structural Fill and should test the density of the Structural Fill to r, check that proper compaction is achieved. u 4.1.2 Subgrade Protection •-o The onsite soils may be frost susceptible. If construction takes place during freezing weather, special measures should be taken to prevent the subgrade from freezing. Such measures should include the use of heat blankets, or excavating the final six inches of soil just before pouring concrete. Footings should be backfilled as soon as possible after footing v Mme% r ��� 8 n Li Geotechnical Engineering Report n Proposed Retail Development North Andover,Massachusetts PSI Project No.444-45018 C construction. Soil used as backfill should be free of frozen material, as should be the ground on which it is placed. n The onsite glacial till will likely be sensitive to moisture content variations. This general sensitivity to water may influence construction, since subgrade support capacities may deteriorate when this soil becomes wet and/or disturbed. The contractor should keep exposed subgrades properly drained and free of ponded water. This may be achieved by `—' sloping the site topography adjacent to the construction to direct the water away from the n excavation, by trenching and berming to collect the excess run-off, or by other means. We recommend completing final excavations to desired subgrades immediately prior to the placement of concrete. The contractor should not place concrete on disturbed subgrades. If the subgrade soils are wet, machine or foot traffic should be reduced or eliminated to lessen disturbance of the subgrade. Subgrades for footings and slabs should be observed by PSI before and after the placement of reinforcing steel. To reduce the possibility of placing concrete on disturbed subgrade, concrete should be placed immediately following observation by PSI. If a delay occurs n between setting of the reinforcing steel and placing of the concrete, PSI should be permitted to observe the subgrade again immediately prior to concrete placement. 4.2 Reuse of Onsite Materials We believe that the onsite fill material that is free of organics may be reused as Ordinary Fill. Please note that soils that contain more than 10 percent fines are generally difficult to compact when wet. When used for fill, these materials require close moisture content control to achieve the recommended degree of compaction, and are not recommended for use during wet weather construction. The geotechnical engineer should evaluate the proposed imported fill prior to purchase and n delivery. n Filling operations, if any, should be continuously observed and documented with field density tests by our representative. Samples of fill materials should be submitted to our laboratory for L' evaluation prior to placement. PSI cannot accept any responsibility for any conditions that n deviate from those described in this report, nor for the performance of the foundation, if not engaged to also provide construction observation and testing for this project. u n 4.3 Underdrains and Groundwater Control Procedures u Based on the groundwater levels encountered in our borings, we believe that groundwater control n procedures will be needed during excavation of fill material on the northern side of the existing `, structure (near boring B-4) and during subsequent backfilling efforts. We expect that filtered sumps installed in pits located at least three feet below the bottom of the excavation may be r' sufficient to handle groundwater and surface runoff that may flow into the excavations, or water AM � 9 r-� `—' Geotechnical Engineering Report Proposed Retail Development M North Andover,Massachusetts u PSI Project No.444-45018 n from wet weather. However, the contractor should be prepared to provide alternate groundwater LJ control procedures such as a well point dewatering system, if needed. F1 The contractor should be permitted to employ whatever commonly accepted means and practices LJ are necessary to maintain the groundwater level below the excavation, and to maintain a dry excavation during wet weather. Groundwater levels should be maintained at a minimum of 1- n foot below the bottom of excavations during construction. Placement of reinforcing steel or Li concrete in a beneath standing water should not be permitted. r1 If the proposed building includes a basement, a permanent underslab drainage system may be '-J needed to maintain a dry floor n 4.4 Excavations Li The United States Department of Labor, Occupational Safety and Health Administration(OSHA) amended its "Construction Standards for Excavations, 29 CFR, part 1926, Subpart P" in October `J 1989. This document was issued to increase the safety of workers entering trenches or r-1 excavations. All excavations to receive human traffic, including utility trenches, basement or footing n excavations or others (i.e. underground storage tanks, etc.), must be constructed in accordance `, with the OSHA guidelines. We understand that these regulations are being strictly enforced, and if they are not closely followed the owner and the contractor could jeopardize worker safety and n be liable for substantial penalties. U The contractor is solely responsible for designing and constructing stable, temporary excavations n and should shore, slope, or bench the sides of the excavations as required to maintain stability of the excavation sides and bottom. The contractor's responsible person, as defined in 29 CFR Part 1926, should evaluate the soil exposed in the excavations as part of the contractor's safety n procedures. In no case should slope height, slope inclination, or excavation depth, including utility trench excavation depth, exceed those specified in local, state and federal safety regulations. We are providing this information solely as a service to our client. PSI is not assuming n responsibility for construction site safety or the contractor's activities; such responsibility is not being implied and should not be inferred. U ffiW f� 1 u SUN 10 n `—' Geotechnical Engineering Report Proposed Retail Development North Andover,Massachusetts ►� PSI Project No.444-45018 5.0 RECOMMENDATIONS FOR FUTURE WORK We recommend that PSI be engaged to perform the following services: • Review the geotechnical aspects of the contract drawings and specifications and provide comments in a letter. • Provide a field representative during construction to observe the subgrades for footings, floor Eslabs, and paved areas. • Provide a field representative to observe fill placement and to- perform field density tests during filling operations. 6.0 REPORT LIMITATIONS CThis report is based on the available soil information obtained by PSI and design details furnished through TEC for the proposed project. If there are any revisions of the plans for this C project or if deviations from the subsurface conditions noted in this report are encountered during construction, PSI should be notified immediately to determine if changes in the recommendations are required. If PSI is not retained to perform these functions, PSI cannot be responsible for the n impact of those conditions on the performance of the project. v PSI warrants that the findings, recommendations, specifications, or professional advice contained herein have been made in accordance with generally accepted professional geotechnical engineering practices in the local area. No other warranties are implied or expressed. Upon completion of plans and specifications, PSI should be engaged to review the final design documents. This review process will allow PSI to verify whether or not our engineering n recommendations have been properly incorporated into the design documents and that the earthwork and foundation recommendations have been properly interpreted and implemented. At that time, it may be necessary to submit supplementary recommendations. This report has been prepared for the exclusive use of TEC, for the specific application to the proposed retail center in n� North Andover, Massachusetts as conceived at this time. I n M u n 11 n Li Geotechnical Engineering Report Proposed Retail Development n North Andover,Massachusetts u PSI Project No.444-45018 n 7.0 REFERNCES 'u United States Department of Labor, Occupational Safety and Health Administration [OSHA] n (October 1989) "Federal Register, Volume 54, No. 209: Construction Standards for Li Excavations, 29 CFR, part 1926, Subpart P". n Richard Goldsmith, Nicholas M. Ratcliffe, Peter Robinson, and Rolfe S. Stanley; "The Bedrock Geologic Map of Massachusetts (1983)". n The Commonwealth of Massachusetts (1996) "The Massachusetts State Building Code, 780 L, CMR, Sixth Edition." n n r-I u M L, n u n n n u n Li n u r r . r 12 JTABLES R i i u n Table 1. Structural Fill Gradation and Compaction Requirements L Proposed Retail Development North Andover, Massachusetts PSI Project No. 444-45018 Structural Fill should consist of inert, hard, durable sand and gravel, free from organic matter, clay, surface coatings and deleterious materials, and should conform to the following gradation requirements: r1 Sieve Size Percent Passing by Weight L 3inches 100 '/2 inches 50- 100 n No. 4 30-85 No. 10 20-75 CNo. 60 5 -35 No. 200 0- 10 CIn addition, the Structural Fill should have a plasticity index of less than 6. Structural Fill should be compacted in maximum 8-inch loose lifts to at least 95 percent of the Modified Proctor maximum dry density (ASTM D1557), with moisture contents within f2 percentage points of optimum moisture content. LJ n u L� n i r� r� r-� U r� r� Table 2. Ordinary Gradation and Compaction Requirements �-► Proposed Retail Development n North Andover, Massachusetts U PSI Project No. 444-45018 7 Ordinary Fill should consist of inert, hard, durable sand and gravel, free from organic matter, Li clay, surface coatings and deleterious materials, and should conform to the following gradation r� requirements: n Sieve Size Percent Passing by Weight 6 inches 100 No. 4 20- 100 r, No. 50 5 - 50 No. 200 0-20 n U In addition, the Ordinary Fill should have a plasticity index of less than 6. n Ordinary Fill should be compacted in maximum 8-inch loose lifts to at least 95 percent of the Modified Proctor maximum dry density (ASTM D1557), with moisture contents within f2 n percentage points of optimum moisture content u n r-i r ' FIGURES j i t I f PAM, C -- 1r ft, Site Location ,1, jiI c\ �' •,• i �'� ��, 11 '`.� -7� U �/ I � 33•I/ / ` t �`� SCALE 1:25,000 D 1 centimeter of the map represents 250 meters on the ground Contour Interval: 3 meters Kilometers: 1 0.5 0 1 Miles:1 0.5 0 1 n Note: Figure based on USGS topographic 7.5 x 15 minute series quadrangle titled "Lawrence, Massachusetts," [L� dated 1987 obtained from 3D-To oQuads, Copyright 1999 Delorme, Yarmouth, ME). Client Project TEC Proposed Retail Development Figure 1 CSite Location Map Project Location PSI Project No. Date CPSI North Andover, Massachusetts 444-45018 May 2004 C \• l\\\` - 8 i's"60 Legend ,rformed by Soil Exploration Corporation and �`�'+•�,.� \\ -y PSI on April 27 2004. as 47 6 ['� \ 184-0 i n B-3 ` t / � N c owop } A cF "q �RFgC raA" 1 �ROp \\ rr .� r�. o\q ?4 N AOR • � qR Y � . � ? ry ✓, OrOvC jt PROP. 170± LF ' -Z o / 24" RCP CLV ��. �:. • •�: _ � DRAIN S=0.0059 -� I6L' IC 161.9, _ 8C 151.4 SOTT CM OF STRUCTumc. 7P-} _ EL=158.5 n — _ �' ._ TC 160. 20 0 20 .SCALE: 1 "=20' Figure 2 Boring Location Plan Note: PSI Project No. Date C Figure based on drawing titled"Plan of Land in North E Merrimack Engineering Services. 6SachusettS 444-45018 May 2004 c , _ _ J APPENDIX A - k 4 4 C� I C -I L7 U C1 C-] CI C-] U F--1 F 1 1 F1 CI F I C_7 fc- BORING LOG n (Page 1 of 1) Boring No.: B-1 u Project: Retail Development, North Andover, Massachusetts n Client: TEC PSI Project No.: 444-45018 Drilling Subcontractor: Soil Exploration Date Started: 4/27/04 Drilling Foreman: Eric Pope Date Completed: 4/27/04 PSI Engineer: T.Strike Location: See Figure 2 E Ground Surface Elev. +/-161 ft Total Depth: 20.75 ft. Ground Water Depth: +/-7 ft Upon Completion Drill Rig Type: Model B-57 Drilling Method: HSA Hammer Weight: 140 lbs. Split Spoon Diameter: ID-1.375",OD-2" Hammer Type: Safety Rock Core Barrel Size: N/A Drop: 30" r1 SAMPLE LJ Depth Depth Pen./ *Blows Per DESCRIPTION OF SAMPLES m Soil N VALUE(bpf) A PID (ft) No. (ft) Rec. Six Inches/ (Classification) Strata 20 40 60 80 (ppm)— (in) RQD(%) � 0.5 Asphalt S1 Silty SAND(SM),f-m,20-25%fines,5-10% 2 0 _ S1 24/14 13-8-4-3 gravel,dark gray,dry(Fill) A ; n 2.5 _ S2 Similar to S 1 Fill L_J — S2 24/6 7-8-10-11 4.0 — 18 f-1 4.5 S3 upper 6":Similar to S 1 u — S3 24/16 18-12-11-13 bottom 10":Well graded SAND with silt and gravel 6.0 — (SP-SM),f-m,5-10%fines,about 20%gravel,tan, 23 6.5 moist L_J 8.0 — u 10.0 10.0 Sand = S4 Similar to S3,wet — S4 24/15 11-12-11-12 rl _ 23 12.0 12.0 LJ 14.0 15.0 --- - - - - '- ---;-- -- — S5 12/12 79-93 -S5 Silty SAND(SM),f-m,about 20%fines,about A r1 16.0 _ 16.0 10%gravel,gray,moist 93/6' LGlacial n 18.0 _ Till Li — 20.0 — S6 20.0 9/9 70-50/3" S6 Similar to SS - 20.8 Split-Spoon Refusal at 20.75 ft,terminate boring 50/3" 22.0 — u Remarks: 'Number of blows required for a 140 Ib hammer dropping 30"to drive 2"O.D., 1.375"I.D.sampler a total of 24 inches in four 6"increments. The sum of the middle two increments of penetration is termed the standard penetration resistance, N. RQD=Rock Quality Designation. WOH=Weight of Hammer. WOR=Weight of drilling Rods. LJ BORING LOG �%PRY (Page 1 of 1) Boring No.: B-2 v Project: Retail Development, North Andover, Massachusetts Client: TEC PSI Project No.: 444-45018 Drilling Subcontractor: Soil Exploration Date Started: 4/27/04 LJ Drilling Foreman: Eric Pope Date Completed: 4/27/04 PSI Engineer: T.Strike Location: See Figure 2 �I Ground Surface Elev. +/-162 ft Total Depth: 19.5 ft. Ground Water Depth: +/-8 ft Upon Completion Drill Rig Type: Model B-57 Drilling Method: HSA n Hammer Weight: 140 lbs. Split Spoon Diameter: ID-1.375",OD-2" l� Hammer Type: Safety Rock Core Barrel Size: N/A Drop: 30" n SAMPLE Y 'J Depth Pen./ 'Blows Per DESCRIPTION OF SAMPLES @ N VALUE(bpf) A PID (ft) No. D(ft>n Rec. Six Inches/ (Classification) Strata20 40 60 80 (ppm _ 0.0 S1 Silty SAND(SM),f-m,about 20%fines,<5% 1-J — S1 24/15 9-6-7-8 gravel,trace organics,black,dry(Fill) A, ; — 13 n 2.0 — 2.0 S2 Similar to Sl U — S2 24/10 4-3-3-4 Fill 6 4.0 — 4.0 5.0 - - - - - - - - --- - - -, ) u _ S3 upper 6":Similar to S 1 6.0 — S3 24/16 5-15-21-24 bottom 10":Well graded SAND with gravel(SW), f-c,about 20%gravel,<5%fines,tan,dry 36; n — 7.0 Sand 80 — 10.0 10.0 --- --- --- S4 Silty SAND with gravel(SM),f-m, 15 to 20% S4 24/21 8-16-19-25 fines,about 15%gravel,tan,moist A 35 12.0 — 12.0 LJ E14.0 _ ; Glacial 15.0 Till ; S5 Similar to S4 16.0 _ S5 18/16 25-67-81 16.5 10 18.0 _ 20.0 Auger Refusal at 19.5 ft,terminate boring ; n _ L 22.0 — n Remarks: Number of blows required for a 140 Ib hammer dropping 30"to drive 2"O.D., 1.375"I.D.sampler a total of 24 inches in four 6"increments. The sum of 1 1 the middle two increments of penetration is termed the standard penetration resistance,N. RQD=Rock Quality Designation. WOH=Weight of Hammer. WOR=Weight of drilling Rods. u BORING LOG (Page 1 of 1) Boring No.: B-3 tJ Project: Retail Development, North Andover, Massachusetts Client: TEC PSI Project No.: 444-45018 Drilling Subcontractor: Soil Exploration Date Started: 4/27/04 Drilling Foreman: Eric Pope Date Completed: 4/27/04 PSI Engineer: T.Strike Location: See Figure 2 CI Ground Surface Elev. +/_164 ft Total Depth: 21.5 ft. Ground Water Depth: +!-8 ft Upon Completion Drill Rig Type: Model B-57 Drilling Method: HSA C Hammer Weight: 140 lbs. Split Spoon Diameter: ID-1.375",OD-2" Hammer Type: Safety Rock Core Barrel Size: N/A Drop: 30" n SAMPLE ti L► Depth Depth Pen./ *Blows Per DESCRIPTION OF SAMPLES m Soil N VALUE(bpf) AL PID (ft) No. (ft) Rec. Six Inches/ (Classification) W Strata 20 40 60 80 (ppm) I-1 (in) RQD(/o) 0.5 As halt — S 1 Well graded SAND with silt and gravel — Sl 24/14 11-6-6-6 (SP-SM),1-m,5-10%fines,20-25%gravel,brown, 2.0 — 2.5 dry(Fill) 12 S2 Silty SAND(SM),f-m, 15-20%fines,5-10% Fill L' — S2 24/4 5-4-2-3 gravel,dark brown,dry(Fill) A ; 4.0 — 6 4.5 S3 Well graded SAND with gravel(SW),f-c,about - - - --- - ---- - ----- --- - --- — S3 24/10 5-10-16-21 20%gravel,<5%fines,tan,moist . 6.0 — .26 — 6.5 _ Sand LJ 8.0 — 10.0 10.0 --- S4 Silty SAND(SM),f-m,about 20%fines,5-10% — S4 24/20 13-12-19-27 gravel,gray,wet A 31 1 12.0 ]2.0 n 14.0 — 15.0 Glacial S5 Silty SAND with gravel(SM),f-m,about 20% Till S5 15/14 39-84-50/3" F, 16.0 — 16.3 fines, 15-20%gravel,gray,moist 10 18.0 — C _ 20.0 20.0 S6 Similar to S5 --- ---- -- I - - - - S6 18/15 42-52-85 10 21.5 22.0 _ Split-Spoon Refusal at 21.5 ft,terminate boring Remarks: U Number of blows required for a 140 Ib hammer dropping 30"to drive 2" ., 1.375"I.D.sampler a total of 24 inches in four 6"increments. The sum o the middle two increments of penetration is termed the standard penetration resistance, N. RQD=Rock Quality Designation. WOH=Weight of Hammer. WOR=Weight of drilling Rods. BORING LOG AF 1, (Page 1 of 1) Boring No.: B-4 "u Project: Retail Development, North Andover, Massachusetts Client: TEC PSI Project No.: 444-45018 Drilling Subcontractor: Soil Exploration Date Started: 4/27/04 Drilling Foreman: Eric Pope Date Completed: 4/27/04 PSI Engineer: T.Strike Location: See Figure 2 n Ground Surface Elev. +/-162 ft Total Depth: 20.75 ft. u Ground Water Depth: +/-5 ft Upon Completion Drill Rig Type: Model B-57 Drilling Method: HSA 11 Hammer Weight: 140 lbs. Split Spoon Diameter: ID-1.375",OD-2" Hammer Type: Safety Rock Core Barrel Size: N/A Drop: 30" SAMPLE m Depth Depth Pen./ *Blows Per DESCRIPTION OF SAMPLES m Soil N VALUE(bpf) A PID (ft) No. (ft) Rec. Six Inches/ (Classification) Strata 20 40 60 80 (ppm) rl (in) RQD(/o) - 0.5 Asphalt , - SI Well graded SAND(SW),f-m,<5%fines,<5% S1 24/16 9-8-5-5 gravel,dark brown,dry(Fill) A 2.0 - 13 , n 2.5 ; _ S2 Similar to S 1 - S2 24/10 4-4-3-6 4.0 - Fill 7 r1 - 4.5 ; 5.0 - - - , l_► _ S3 Silty SAND(SM),f-m,about 15%fines,<5% 6.0 - S3 24/8 3-2-1-2 gravel,gray,wet(Fill) - 3 n - 7.0 ; S4 Upper 6":Similar to S3 ; �- 8.0 - S4 24/11 2-11-14-10 Bottom 5":Well graded SAND with gravel(SW), A f-c,about 20%gravel,<5%fines,tan,wet ;25 r1 - 9.0 10.0 10.0 u Sand - - -- S5Similar to S4 S5 24/10 12-9-9-44 A� ; - 18 12.0 12.0 u 14.0 - 15.0 ---- --- '----;--- - S6 14/12 24-82-50/2" 'S6 Silty SAND(SM),f-m,about 20%fines,about rl 16.0 16.2 10%gravel,gray,wet 10 Glacial _ Till ; n 18.0 20.0 S7 20.0 9/9 26-75/3" S7 Similar to S6 n 20.8 _ Split-Spoon Refusal at 20.75 ft,terminate boring 1 22.0 - L Remarks: u Number of blows required for a 140 Ib hammer dropping 30"to drive 2" .D., 1.375"I.D.sampler a total of 24 inches in four 6"increments. The sum of n the middle two increments of penetration is termed the standard penetration resistance,N. RQD=Rock Quality Designation. WOH=Weight of Hammer. WOR=Weight of drilling Rods. u 9%! � / BORING LOG li!Wq n (Page 1 of 1) Boring No.: B-5 Project: Retail Development, North Andover, Massachusetts Client: TEC PSI Project No.: 444-45018 Ln Drilling Subcontractor: Soil Exploration Date Started: 4/27/04 Drilling Foreman: Eric Pope Date Completed: 4/27/04 PSI Engineer: T.Strike Location: See Figure 2 171 Ground Surface Elev. +/-160 ft Total Depth: 12 ft. Ground Water Depth: +/-6 ft Upon Completion Drill Rig Type: Model B-57 Drilling Method: HSA C Hammer Weight: 140 lbs. Split Spoon Diameter: ID-1.375",OD-2" Hammer Type: Safety Rock Core Barrel Size: N/A Drop: 30" n SAMPLE Depth Depth Pen./ *Blows Per DESCRIPTION OF SAMPLES Soil N VALUE(bpf) ♦ PID (ft) No. (ft) Rec. Six Inches/ (Classification) Strata 20 40 60 80 (ppm) — (in) RQD(%) 0.5 Asphalt — S1 Well graded SAND with gravel(SW),f-m, Fill — S 1 24/6 7-5-8-6 about 20%gravel,<5%fines,dark brown,dry(Fill) n 2.0 — 13 _ S2 Well graded SAND(SW),f-m,5-10%gravel, — S2 24/15 11-10-14-14 <5%fines,tan,dry A 4.0 — 24 n — 4.5 Sand _ S3 Well graded SAND with silt(SW-SM),f=m, 6.0 — S3 24/19 8-7-12-10 about 10%fines,about 10%gravel,tan,wet Fl — 19 U 8.0 10.0 10.0 -----'- - --- ' S4 Silty SAND with gravel(SM),f-m, 15-20% Glacial fines,about 15%gravel,brown,moist Till _ S4 24/2] IS-24 42-55 8r 6 V 12.0 — 12.0 Terminate boring at 12 ft 14.0 16.0 _ 18.0 20.0 22.0 — Remarks: n U *Number of blows required for a 140 Ib hammer dropping 30"to drive 2" .D., 1.375"I.D.sampler a total of 24 inches in four 6"increments. The sum of n the middle two increments of penetration is termed the standard penetration resistance, N. RQD=Rock Quality Designation. WOH=Weight of Hammer. WOR=Weight of drilling Rods. Li TOWN OF NORTH ANDOVER Construction Control Affidavit Project Number: 0404042 Project Title: 1211 Osgood Street Retail Project Location: 1211 Osgood Street, North Andover, MA 01845 Name of Building: 1211 Osgood St. Nature of Project: Demolition of existing structure and construction of a new 9,000 sf 1 story Retail Center In accordance with Section 116.0 Registered Architectural and Professional Engineering Services-Construction Control of the Massachusetts State Building Code, I, Gregory P. Smith Registration No. 8688 being a Registered Architect, HEREBY CERTIFY that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Entire Project Architectural )= Structural Mechanical Fire Protection Electrical Other(specify) FOR THE ABOVE-NAMED PROJECT AND THAT SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE 780 CMR MASSACHUSETTS STATE BUILDING CODE.ALL ACCEPTABLE ENGINEERING PRACTICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2.2 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required.controlled materials. 3. Be present at intervals appropriate to the state of construction to become, generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. UNDER SECTION 116.4, I SHALL PERIODICALLY SUBMIT A PROGRESS REPORT, TOGETHER WITH PERTINENT COMMENTS, TO THE NORTH ANDOVER BUILDING INSPECTOR UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATI Y COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. Signature and Stam � GORVF Si g p(no facsimile � y No.8688 o NORTH A};DpFER, v, MA. J e . SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF 2004 00, f!/ MY COMMISSION EXPIRES NOTARY PUBLIC LIfYDA V ��.��, `'-PU�� frp �"m��wirOR EXINW.MtlrY/i r y,>nnG TOWN OF NORTH ANDOVER Construction Control Affidavit Project Number: 0404042 Project Title: 1211 Osgood Street Retail Project Location: 1211 Osgood Street, North Andover, MA 01845 Name of Building: 1211 Osgood St. Nature of Project: Demolition of existing structure and construction of a new 9,000 sf 1 story Retail Center In accordance with Section 116.0 Registered Architectural and Professional Engineering Services-Construction Control of the Massachusetts State Building Code, I, Gregory P. Smith Registration No. 8688 being a Registered Architect, HEREBY CERTIFY that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Entire Project Architectural XXX_ Structural Mechanical Fire Protection Electrical Other (specify) FOR THE ABOVE-NAMED PROJECT AND THAT SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE 780 CMR MASSACHUSETTS STATE BUILDING CODE. ALL ACCEPTABLE ENGINEERING PRACTICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2.2 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the state of construction to become, generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. UNDER SECTION 116.4, I SHALL PERIODICALLY SUBMIT A PROGRESS REPORT,TOGETHER WITH PERTINENT COMMENTS,TO THE NORTH ANDOVER BUILDING INSPECTOR UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATI Y COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. U�9 S gRcy/l Signature and Stamp(no facsimile) ' vr, No.8688 o NORTH ANOoyFR, MA. SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF W�SM161- - 2004 MY COMMISSION EXPIRES NOTARY PUBLIC LMA VAP► MY C ftr q�blk-New lrp Bxorw,ma"40i ,to, > MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS • LAND SURVEYORS • PLANNERS LVI 1 66 PARK STREET•ANDOVER,MASSACHUSETTS 01810•TEL(978)475-3555,373-5721 •FAX(978)475-1448•E-MAIL:merreng@aol.com May 5, 2003 RECEIVED MAY 0 6 2003 Gd Town of North Andover NORTH ANDOVER CONSERVATION COMMISSION Conservation Commission 27 Charles Street North Andover, MA 01845 Attention: Ms. Julie Pandno RE: Proposed Retail Facility 1211 Osgood Street Dear Ms. Parrino: This letter is written in response to your request relative to the proximity of any existing offsite wetlands. Upon a site inspection of all of the surrounding properties, it is our opinion that there are no wetlands within several hundred feet of this property. We hereby certify that there are no wetlands within 100 feet of the subject project. Please contact me should you have any questions or comments. Very truly yours, MERRIMACK ENGINEERING SERVICES Robert C. Daley, P.E. Civil Engineer cd cc: Mr. Frank Terranova # Town of North Andover NORTH OFFICE OF C? Ob41 <"`o '",�O CO1dIMUNITY DEVELOPMENT AND SERVICES 30 School Street WILLIAM J.SCOTT North Andover, Massachusetts 01845 �9ssAcwus�tt� Director NOTICE OF DECISION Any appeal shall be filled °' = o` within (20) days after the =Orn= date of filling this Notice _ =zmM in the Office of the Town Clerk. M%ta Date' August 20, 1997 . c� l Date of Hearing August 5 & August 19, 1997 Petition of 1211 Osgood Street (McLays Florist) Premises affected 1211 Osgood s rP Referring to the above petition for a special permit from the requirements of the North Andover Zoning By-law Section 8.3 (special Berm;t l so as to allow a concrete masonry and wood one (1) story 2,500 SF building for commercial use located at the corner of Barker Road & Osgood Street After a public hearing given on the above date, the Planning Board voted to APPROVE the Special permit - site plan review based upon the following conditions: Signed &ka ( �� CC: Director of Public Works _Richard S.Rowen, Chairman Building Inspector Natural Resource/Land Use Planner Alison Lescarbeau, V. Chairman Health Sanitarian Assessors John Simons, Clerk Police Chief Fire Chief Richard Nardella Applicant Engineer Joseph V. Mahoney File Interested Parties Planning Board rnN,.-,Tz 'e'T'C\T gg_c,c3, uFnTTFi.c4R_Qjdn nr A,,n�,rr. ,. Town of North Andover AORTN OFFICE OF 3=0,'•``� ,�a� . COMMUNITY DEVELOPMENT AND SERVICES r p 30 School Street North Andover,Massachusetts 01845 "°�,• ° •''`cy WILLIAM J. SCOTT SA St Director August 20 , 1997 Ms. Joyce Bradshaw Town Clerk 120 Main Street No. Andover, MA 01845 Re: Site Plan Review/1211 Osgood Street (McLay's Florist) Dear Ms. Bradshaw, The North Andover Planning Board held a public hearing on Tuesday evening, August 5, 1997 at 7:30 p.m. in the Department of Public Works Conference Room, upon the application of McLay's Florist 757 Turnpike Street, North Andover, MA 01845 requesting a special permit under Section 8.3 Site Plan Review of the North Andover Zoning Bylaw. The legal notice was properly advertised in the North Andover Citizen on July 16 & July 23, 1997 and all parties of interest were duly notified. The following members were present: Richard S. Rowen, Chairman, Alison Lescarbeau, Vice Chairman, John Simons, Clerk, Alberto Angles, Associate Member and Joseph V. Mahoney. William J. Scott, Director of Community Development was also present. The petitioner was requesting a special permit to allow a concrete masonry and wood one (1) story 2,500 SF building for commercial use located at the corner of Barker Road and Osgood Street. The location of the project is 1211 Osgood Street and is in the Business - 1 (B-1) Zoning District. Mr. Simons read the legal notice to open the public hearing. Patrick O'Leary is present representing the applicant, Frank Terranova of McLay's Florist. The proposed project is for a retail flower shop (McLay's) to relocate at the intersection of Barker Street and Osgood Street (Route 125) where there once was a retail pool establishment. This is an existing site with no changes to the size of the structure, existing utilities will be used. The road is a paved surface, hard packed for parking. Mr. O'Leary stated that 14,000 to 20,000 cars a day pass by on Osgood Street (a state road). With 100 cars a day estimated to visit the flower shop, the traffic increase would be negligible. The Planning Office is in receipt of a letter from Chief Stanley indicating his acceptance of the plan. As catch basins are already present, the applicant feels there is no need for a drainage plan, in fact, the applicant feels they will actually be improving the drainage. Mr. Mahoney asked where is the access coming from and was told Osgood Street. Mr. O'Leary expects a curb cut transfer to be made with the sale of the property. Mr. Simons asked what is the likelihood of a curb cut transfer being granted and Mr. O'Leary replied it should be granted by CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 the state, but if not, a new one will be asked for which should take 90 days to receive. Mr. Scott asked it is an historical access to the property, correct and Mr. O'Leary replied yes, people have been using it for years. Mr. O'Leary stated the plans for the rear of the property call for clearing and upgrading it. That area could potentially be used for delivery of floral supplies. Mr. Rowen asked if there was a fence in the back and was told yes. Most of the fence will be removed except for what is on the state property. The entire site calls for a 6' chain link fence to be installed. The fencing is necessary because an area may be used for flower display and the applicant is concerned about theft. Mr. Rowen asked if there are any plans to move from the proposed scale to something larger and Mr. Terranova replied we plan no greenhouses for now. Dan Forgetta, an abutter on Osgood Street, is concerned about the concentration of similar businesses in the area: presently there is Forgetta's, and Barker's with Holland's and now McLay's coming! He feels that is too much in one area! Mr. Forgetta presented an ad from the Eagle-Tribune depicting the new McLay's and he is concerned they might expand. Mr. Forgetta also concerned about how an existing non-conforming property can meet frontage setbacks, and was told that with the acquisition of State property that is taken care of. Mr. Rowen stated the applicant is not obligated to correct the problem. State zoning extends to the highway so it would include the area.'Frank Alteri, a Barker Street resident for 11 years, feels that, esthetically speaking, McLay's would be an improvement to the property. Hammond Barrier, French Farm Road, concerned about traffic and a school bus stop nearby. Mr. O'Leary stated that at peak hours during peak season, only 10 cars an hour are expected, only 7 cars an hour off peak. As for the bus stop, it is one high school bus stop. Mr. O'Leary stated that only oneentrance and exit together on Barker Street is proposed. It was suggested that the Board members take a site walk on their own before the next public hearing. Mr. Rowen asked the applicant if at all possible could you get away from the chain link fence in the front? Jack McLay stated that a chain link fence is necessary due to possible theft. Ms. Lescarbeau pointed out that the plan calls for every other fence post to have plantings of crawling bushes or vines. The Planning Board collectively stated they are not happy with the proposed display of flowers and chain link fence in the parking lot. They feel the applicant is creating an eyesore! Mr. Rowen would like to see a better sketch of the entrance. Mr. Simons asked about a sign and was told a temporary one would be in place for the first 60 days, after that Mr. Terranova will come in with a final proposal for a sign. On a motion by Ms. Lescarbeau, seconded by Mr. Mahoney, the Planning Board voted unanimously to continue the public hearing until August 19, 1997. The North Andover Planning Board held a regular meeting on August 19, 1997. The following members were present: Richard Rowen, Chairman, John Simons, Clerk, Alberto Angles, Associate Member, Richard Nardella and Joseph V. Mahoney . William J. Scott, Director of Community Development was also present. Mr. Mahoney stated that he has looked at other florists and thought that the chain link fence around the property looked all right. Frank Terranova stated that he has decided to put a picket fence around the front of the property and chain link around the rest of the property. Mr. Scott stated that he would prefer to see a swing gate rather than a slide gate. Mr. Nardella asked what the purpose of having the exit & entrances off of Rt. 125. W. Terranova stated that it was for the convenience for the customers. Mr. Nardella asked why couldn't they enter& exit from Barker Street. Mr. McLay stated that they were trying to keep the traffic away from the homes. Mr. Rowen asked if they were planning to repave the parking lot. Mr. McLay stated that they are. Mr. Rowen asked if they are planning to landscape around the fence. Mr. McLay stated that they are. Mr. Scott stated that they do not have any plans for a sign but, for now they can put up a banner and in 90 days they can come back before the Board and submit plans for a sign approval. Steven Cyr, of Salem Street, sated that it would be nice to see the building with out boards on the windows. Mr. Scott went over the draft decision with the Board. Mr. Terranova asked if they are planning to put central air in the building. Mr. Terranova stated that there is currently a central air conditioning unit in the back of the building. On a motion by Mr. Mahoney, seconded by Mr. Simons, the Board voted unanimously to close the Public Hearing. On a motion by Mr-t Mahoney, seconded by Mr. Simons, the Board voted unanimously to approve the draft decision. Attached are the conditions. Sincerely, Richard S. Rowen, Chairman North Andover Planning Board 1211 Osgood Street McLay's Florist Site Plan Review The Planning Board herein approves the Special Permit/Site Plan Review for the renovation of the site and building located at 1211 Osgood Street in the General Business GB Zone. McLay's Florist, 757 Turnpike Road,North Andover, MA 01845 requested this Special Permit. This application was filed with the Planning Board on July 17, 1997. The Planning Board makes the following findings as required by the North Andover Zoning Bylaws Section 8.3 and 10..3: FINDINGS OF FACT: 1. Ther-specific site is an appropriate location for the project as it is located in the General Business Zone along a major roadway, surrounded by Agricultural, Commercial and Residential Uses; 2. The use as developed will not adversely affect the neighborhood as the proposed use is less of an impact than those which are allowed in the district.; 3. There will be no nuisance or serious hazard to vehicles or pedestrians; 4. The landscaping approved as a part of this plan meets the requirements of Section 8.4 of the North Andover Zoning Bylaw; 5. The site drainage system is designed in accordance with the Town Bylaw requirements; 6. The applicant has met the requirements of the Town for Site Plan Review as stated in Section 8.3 of the Zoning Bylaw; 7. Adequate and appropriate facilities will be provided for the proper operation of the proposed use. Finally, the Planning Board finds that this project generally complies with the Town of North Andover Zoning Bylaw requirements as listed in Section 8.35 but requires conditions in order to be fully in compliance. The Planning Board hereby grants an approval to the applicant provided the following conditions are met: 1 SPECIAL CONDITIONS: 1. Prior to the endorsement of the plans by the Planning Board, the applicant must comply with the following conditions: a) The following information must be provided to the consultant and to the Planning Department for review and approval and the appropriate changes made to the plans: i) Confirmation of the property acquisition of the Massachusetts Highway Department by the applicant. b) Corrections and additions must be made to the plan as follows: zi) A picket fence will be constructed from the easterly potion of the building to the southerly portion of the site and then back to the entrance drive from route 125. The fence shall be of a construction substantially similar to the attached detail. ii) The free standing sign shown on the plan is not considered part of the approval by the Planning Board. The applicant will be allowed a 90 day time period which they shall have the ability to erect a temporary sign on the building. The temporary sign shall not exceed the area requirements of the Zoning By-law. Such sign shall be removed at the end of 90 days. The approval of the freestanding sign shall require an amendment to the site plan. c A bond in the amount of $2,000 dollars shall be posted for the purpose of insuring that a final as-built plan showing the location of all on-site utilities, structures, curb cuts, parking spaces and drainage facilities is submitted. The bond is also in place to insure that the site is constructed in accordance with the approved plan. This bond shall be in the form of a check made out to the Town of North Andover. This check will then be deposited into an interest bearing escrow account. d) A construction schedule shall be submitted to the Planning Staff for the purpose of tracking the construction and informing the public of anticipated activities on and off the site. There will be no banners of any types placed across the fences. There will be total screening around the dumpster with a stockade fence. g) chain link fence will be of a coated type with either black or dark green ating. The fence shall run from the westerly potion of the building in a westerly direction to route 125 then running along 125 to the north westerly property bound then running easterly to the north easterly property bound then running back to the buildings easterly side. 1 2. Prior to the start of any work on site, a) The Planning Board must endorse the final site plan mylars. Three (3) copies of the endorsed plans must be delivered to the Planning Department. b) This decision must be recorded at the Essex North Registry of Deeds and a certified copy of the decision delivered to the Planning Department. c) The applicant shall determine the preexisting conditions of the noise levels emanating from the site area, at the property line at a height of 6 feet, to determine the baseline noise conditions of the site area. The noise survey will provide evidence of the origin of surrounding noise and a baseline xv� 1 , condition from which the applicant can determine their increases. The L noise levels shall not increase the broadband level by more then 10 dB(A) above the ambient levels or produce a"pure tone" condition at the property Gj line as set forth in DAQC Policy 90-001, the guideline for 310 CMR 7.10. 3. The applicant's contractor shall insure that the construction of the facility will not cause undue nuisance to adjacent businesses. Methods such as the following must be employed: a) Construction shall not begin prior to 7:00 am and-shall cease at 6:00 PM for exterior work, and may continue to 11:00 PM for interior work. b) Construction shall be limited to weekdays, Monday through Friday during the above hours. Construction may occur on Saturday during the hours of 7 am to 5 p.m. to facilitate a shorter construction period. c) Dust mitigation methods such as site watering to insure that dust does not leave the site during construction shall be implemented. 4. Prior to RM U verification (Building Permit Issuance): a) Acopy of the Highway Access Permit from the Massachusetts Highway Department must be submitted to the Planning Department. If the permit is not necessary then a letter confirming such from the applicant will be required. 5. Prior to verification of the Certificate of Occupancy: a) All improvements outlined in the plans referenced below must be completed as certified by the applicant. b) The applicant must submit a letter stating that the building, signs, landscaping, lighting and site layout substantially comply with the plans referenced at the end of this decision as.endorsed by the Planning Board. C) fanning Department shall approve all artificial lighting used to uminate the site. All lighting shall have underground wiring and shall be so arranged that all direct rays from such lighting falls entirely within the site and shall be shielded or recessed so as not to shine upon abutting t properties or streets. The Planning Department shall review the site. Any changes to the approved lighting plan as may be reasonably required by the Planning Staff shall be made at the owner's expense. The building must have commercial fire sprinklers installed in accordance with a design approved by the North Andover Fire Department. yeguivra 6. Pr4The a final release of security: a) PlanningStaff shall review the site. Any site screening as may be reasonably required by the Planning Staff will be added at the applicant's expense. b) A final as-built plan showing the location of all on- site utilities, structures, curb cuts, pspaces and drainage facilities must be submitted to and reviewed and accepted by the Planning Staff and the Division of Public Works. 7. All truck deliveries must be made to the site via Route 125. 8. Any stockpiling of materials (dirt, wood, construction material, etc.) must be shown on a plan and reviewed and approved by the Planning Staff prior to the stockpiling. Any approved piles must remain covered at all times to minimize any dust problems that may occur with adjacent properties. Any stock piles to remain for longer than one week must be fenced off and covered. 9. In an effort to reduce noise levels, the applicant shall keep in optimum working order, through regular maintenance, any and all equipment that shall emanate sounds from the structures or site. 10. The hours for trucks entering the site for shipping, receiving and waste hauling shall be limited to between the hours of 6 am and 10 p.m. Monday through Sunday. Snow plowing may occur during operating hours and at least two (2) hours prior to the opening of the facility and four hours after the closing. Snow must be removed from the site to avoid the use of parking spaces as snow stacking areas. 11. Any plants, trees or shrubs that have been incorporated into the Landscape Plan approved in this decision that die within one year from the date of planting shall be replaced by the owner. 12. The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 13. Gas, Telephone, Cable and Electric utilities shall be installed underground as specified by the respective utility companies. 14. No open burning shall be done except as is permitted during burning season under the Fire Department regulations. 15. -No underground fuel storage shall be installed except as may be allowed by Town Regulations. 16. The provisions of this conditional approval shall apply to and be binding upon the applicant, its employees and all successors and assigns in interest or control. 17. Any action by a Town Board, Commission, or Department, which requires changes in the plan or design of the building, as presented to the Planning Board, may be subject to modification by the Planning Board. 18. Any revisions shall be submitted to the Town Planner for review. If these revisions are deemed substantial, the applicant must submit revised plans to the Planning Board for approval. 19. This $pecial Permit approval shall be deemed to have lapsed two years , which is from the date the permit is granted unless substantial use or coristruction has commenced. Substantial use or construction will be determined by a majority vote of the Planning Board. 20. With the exception of the above the applicant or tenant shall not place banners or other like signs on any structure or erect structures to hold such advertising devices. 21. The following information shall be deemed part of the decision: 22. Plan entitled: Proposed Retail Florist 1211 Osgood Street (Mass. Route 125) North Andover,Massachusetts Prepared for: Frank Terranova 757 Turnpike Street North Andover, Massachusetts Prepared by: Vannesse Hangen Brustlin, Inc. Town of North Andover , r,aRT" Office Planning be •�tio of the Pla partrie-fit Community Development and Servi�'s61' ion 27 Charles Street North Andover, Massachusetts, X8459ss�cHuse��9 J 97 Ile,hone h - p ( 8) -88 9535 Fax (978)688-9542 Notice Of Decision Any appeal shall be filed Within (20) days after the Date of fling this Notice to the Office of the Town Clerk Date: January 9, 2004 Date of Hearing: October 21, 2003, November 6, 2003, December 16, 2003 & December 20, 2003 Petition of: Frank&Kathleen Terranova Premises Affected: 1211 Osgood Street 0 3 5,0 i� . p.D 0 c,, Referringto the above petition for a Site Plan Review Special Permit. The application was determined to be complete and was noticed and reviewed in accordance with the Sections 8.3, 10.3.and 10.31 of the Town of North Andover Zoning Bylaw and MGL c.40A, sec.9 So as to allow: the construction of an approximate 9210 Square Foot Retail Facility located in the General Business Zoning District After a public hearing given on the above date, the Planning Board voted to APPROVE, the Site Plan Review Special Permit, based upon the following-conditions: ' Signed: �. Heidi Griffin,Actingn anner on behalf of: Alberto Angles, Chairman Cc: Applicant George White, Vice Chairman Engineer Felipe Schwarz, Clerk Abutters John Simons DPW Richard Nardella Building Department ,lames Phinney, Associate Member Conservation Department Health Department ZBA . k j 'BO f C; LS 698-9541 BUILDING 688-9545 CONSERVATION 69-9530 HEATH 688-9540 PLINNING 6R-9535� 8 - 8,0AIRD OF APPE:�.L S Site Plan Review-Special Permit L1ry. 4211 Osgood Street—Osgood Crossing, Proposed Retail Facility The Planning Board herein approves the Special Permit/Site Plan Review for the construction of an approximate 9210 square foot retail facility located in the General Business Zoning .District. This Special Permit was requested by Frank and Kathleen Terranova, North Andover, MA 01845. This application was filed with the Planning Board on September 12, 2003. The applicant submitted a complete application which was noticed and reviewed in accordance with Sections 8.3, 10.3, and 10.31 of the Town of North Andover Zoning Bylaw and MGL c.40A, sec. 9 The Planning Board makes the following findings as required by the North Andover Zoning Bylaws Section 8.3 and 10.3: FINDINGS OF FACT: 1. The specific site is an appropriate location for the project as it is located in the General Business Zone and involves the construction of a permitted use within the General Business zone. 2. The use as developed will not adversely affect the neighborhood as a sufficient buffer has been provided. Extensive landscaping has been provided around the perimeter of the property. 3. There will be no nuisance or serious hazard to vehicles or pedestrians. The applicant has demonstrated that the curb radii for the entrance/egress driveways is adequate. There will be access to the site via both Route 125 as well as Barker Street. The exit onto Route 125 is right-turn only. There are two access and egress drives to the site from Barker Site. Finally, there is also a 25'wide travel lane maintained throughout the site. 4. The landscaping approved as a part of this plan meets the requirements of Section 8.4 as amended by the Planning Board, of the North Andover Zoning Bylaw. Landscaping has been provided throughout the property, with particular emphasis placed to provide a landscaping buffer-between the adjacent Barker property. There is also internal landscaped islands, as well as a 4'vinyl white picket fence along to the perimeter of the property on Route 125. 5. The site drainage system is designed in accordance with the Town Bylaw requirements and has been reviewed and approved by the Outside Consulting Engineer, VHB; 6. The applicant has met the requirements of the Town for Site Plan Review as stated in Section 8.3 of the Zoning Bylaw. 7. Adequate and appropriate facilities will be provided for the proper operation of the proposed use. The project will be on town water and sewer. 1 Finally the Planning Board finds that this project generally complies with the Town of North Andover Zoning Bylaw requirements as listed in Section 8.35 but requires conditions in order to be fully in compliance. The Planning Board hereby grants an approval to the applicant provided the following conditions are met: SPECIAL CONDITIONS: 1. Prior to the endorsement of the plans by the Planning Board, the applicant must comply with the following conditions: a) The final plans must be reviewed and approved by the DPW, VHB and the Town Planner and subsequently endorsed by the Planning Board. The final plans must be submitted for review within ninety days of filing the decision with the Town Clerk. b) A bond in the amount of seven thousand($7,000)dollars must be posted for the purpose of insuring that a final as=built plan showing the location of all on-site utilities, structures, curb cuts, parking spaces, topography, and drainage facilities is submitted. The bond is also in place to insure that the site is constructed in accordance with the approved plan. The form of security must be acceptable to the Planning Board. 2. Prior to the start of construction: a) .During construction,the site must be kept clean and swept regularly. b) A construction schedule shall be submitted to the Planning Staff for the purpose of tracking the construction and informing the public of anticipated activities on the site. 3. Prior to FORM U verification(Building Permit Issuance): a) The Planning Board must endorse the final site plan mylars and three(3)copies of the signed plans must be delivered to the Planning Department. b) One certified copy of the recorded decision must be submitted to the Planning Department. c) The applicant shall adhere to.the following requirements of the North Andover Fire Department and the North Andover Building Department: 1) All structures must contain a commercial fire sprinkler system. The plans and hydraulic calculations for each commercial system shall be submitted for review and approval by the North Andover Fire Department. Plans and hydraulic calculations for each commercial system must also be supplied to the Building Department. d) The applicant must supply a copy of the approved Massachusetts Highway 2 Department permits necessary for access and construction of the site to the Planning Department. If approvals from MA Highway result in a modified access and egress to the site, the applicant must return to the planning board to obtain approval with revised site plans reflecting such. e) The Hours of Operation any establishment within the retail facility shall be 6 a.m. to 10 p:m. 4. Prior to verification of the Certificate of Occupancy: a) The applicant must submit a letter from the architect and engineer of the project stating that the building, signs, landscaping, lighting and site layout substantially comply with the plans referenced at the end of this decision as endorsed by the Planning Board. b) The Planning Staff shall approve all artificial lighting used to illuminate the site. All lighting shall have underground wiring and shall be so arranged that all direct rays from such lighting falls entirely within the site and shall be shielded or recessed so as not to shine upon abutting properties or streets. The Planning Staff shall.review the site. Any changes to the approved lighting plan as may be reasonably required by the Planning Staff shall be made at the owner's expense. All site lighting shall provide security for the site and structures however it must not create any glare or project any light onto adjacent residential properties. c) The commercial fire sprinkler systems must be installed in accordance with referenced standard NFPA 130 and in accordance with 780 CMR, Chapter 9 of the Massachusetts State Building Code. Certification that the systems have been installed :properly in accordance with the above referenced regulations must be provided from both the North Andover Fire Department and the North Andover Building Department to the applicant. The applicant must then provide this certification to the North Andover Planning Department. d) The applicant must obtain a sign permit in accordance with and as required by Section 6 of the Town of North Andover Zoning Bylaw. 3 5. Prior to the final release of security: a) The Planning Staff shall review the site. Any screening as may be reasonably required by the Planning Staff will 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. 6. Any stockpiling of materials (dirt, wood, construction material, etc.) must be shown on a plan and reviewed and approved by the Planning Staff. Any approved piles must remain covered at all times to minimize any dust problems that may occur with adjacent properties. Any stock piles to remain for longer than one week must be fenced off and covered. 7. In an effort to reduce noise levels, the applicant shall keep in optimum working order, through regular maintenance, any and all equipment that shall emanate sounds from the structures or site. 8. The hours for construction shall be limited to between 7:00 a.m. and 7.:00 p.m. Monday through Friday and between 8:00 a.m, and 5:00 p.m.on Saturday. 9. Any plants,trees or shrubs that have been.incorporated into the Landscape Plan approved in this decision that die within one year from the date of planting shall be replaced by the owner. 10. The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 11. Gas, Telephone, Cable and Electric utilities shall be installed underground as specified by the respective utility companies. 12. No open burning shall be done except as is permitted during burning season under the Fire Department regulations. 13. No underground fuel storage shall be installed except as may be allowed by Town Regulations. 14. The provisions of this conditional approval shall apply to and be binding upon the applicant, its employees and all successors and assigns in interest or control, 15. Any action by a Town Board, Commission, or Department, which requires changes in the plan or design of the building, as presented to the Planning Board, may be subject to modification by the Planning Board. 4 16. Any revisions shall be submitted to the Town Planner for review. If these revisions are deemed substantial, the applicant must submit revised plans to the Planning Board for approval. 17. This.Special Permit approval shall be deemed to have lapsed after December 16, 2005. (two years from the date permit granted) unless substantial use or construction has commenced. Substantial use or construction will be determined by a majority vote of the Planning-Board. 18. Subsequent to the commencement of operations at the site no rubbish, empty boxes, storage of supplies or any other materials shall be temporarily or permanently stored at the rear of the building. 19. The following information shall.be deemed part of the decision: Plan Titled: Proposed Retail Facility located in North Andover, MA Prepared For: Frank and Kathleen Terranova 1211 Osgood Street, North Andover, MA 01845 Prepared By: Merrimack Engineering Services 66 Park Street Andover MA 01810 Scale: 1"=20' Date: September 3,2003, revised December 4, 2003 Sheets: 1 through 5 Plan Titled: F.K. Realty Trust, North Andover, MA Prepared For: F.K. Realty Trust, North Andover, MA Prepared By: Spaulding Lighting 1736 Dreman Avenue Cincinatti, Ohio 45223 Scale: 1"=20' Date: December 2, 2003 Sheets 1 5 Plan Titled: Proposed Floor Plan and Proposed Elevations Prepared for: 1211 Osgood Street, North Andover, MA Prepared By: GSD Associates 148 Main Street, Building A North Andover, MA 01845 Date: September 3,2003,revised December 3, 2003 Sheets A1,1,A2.1 Report Titled: Osgood Crossing,Special Special Permit Application Retail Facility.Drainage Summary Dated: September 12, 2003 Prepared By: Merrimack Engineering Services 66 Park Street Andover MA 01810 cc: Applicant Engineer File 6 • Town of North Andover E „ORTH Office of the Planning bepartm&nt o Community Development and Servi DlUvim 27 Charles Street North Andover, Ma.ssacllusetts,018415 �qss ii �cHus �I lephone (978)688-9535 Fax (978)688-9542 Notice Of Decision Any appeal shall be filed Within (20) days after the Date of filing this Notice In the Office of the Town Clerk Date: January 9, 2004 Date of Hearing: October 21, 2003, November 6, 2003, December 16, 2003 &December 20, 2003 Petition of- Frank& Kathleen Terranova Premises Affected: 1211 Osgood Street 0 35,0 1n . 0 0 6 q Referring to the above petition for a Site Plan Review Special Permit. The application was determined to be complete and was noticed and reviewed in accordance with the Sections 8.3, 10.3 and 10.31 of the Town of North Andover Zoning Bylaw and MGL c.40A, sec.9 So as to allow: the construction of an approximate 9210 Square Foot Retail Facility located in the General Business Zoning District After a public hearing given on the above date, the Planning Board voted to APPROVE, the Site Plan Review Special Permit, based upon the following conditions: Signed• -- Heidi Griffin,Actingn -anner on behalf of: Alberto Angles, Chairman Cc: Applicant George White, Vice Chairman Engineer Felipe Schwarz, Clerk Abutters John Simons DPW Richard Nardella Building Department .lames Phinney, Associate Member Conservation Department Health Department ZBA p � C� GOWT JAN 1`112,jffliALS 688-9541 BIIILDING 688-9545 CONSERVATION 688-9530 HEALTI1688-9540 PLANNING 688-9535 - BOARD OP APPEALS Site Plan Review-Special Permit -- ` 1211 Osgood Street—Osgood Crossing, Proposed Retail Facility The Planning Board herein approves the Special Permit/Site Plan Review for the construction of an approximate 9210 square foot retail facility located in the General Business Zoning District. This Special Permit was requested by Frank and Kathleen Terranova, North Andover, MA 01845. This application was filed with the Planning Board on September 12, 2003. The applicant submitted a complete application which was noticed and reviewed in accordance with Sections 8.3, 10.3, and 10.31 of the Town of North Andover Zoning Bylaw and MGL c.40A, sec. 9 The Planning Board makes the following findings as required by the North Andover Zoning Bylaws Section 8.3 and 10.3: FINDINGS OF FACT: 1. The specific site is an appropriate location for the project as it is located in the General Business Zone and involves the construction of a permitted use within the General Business zone. 2. The use as developed will not adversely affect the neighborhood as a sufficient buffer has been provided. Extensive landscaping has been provided around the perimeter of the property. 3. There will be no nuisance or serious hazard to vehicles or pedestrians. The applicant has demonstrated that the curb radii for the entrance/egress driveways is adequate. There will be access to the site via both Route 125 as well as Barker Street. The exit onto Route 125 is right-turn only. There are two access and egress drives to the site from Barker Site. Finally, there is also a 25'wide travel lane maintained throughout the site. 4. The landscaping approved as a part of this plan meets the requirements of Section 8.4 as amended by the Planning Board, of the North Andover Zoning Bylaw. Landscaping has been provided throughout the property, with particular emphasis placed to provide a landscaping buffer between the adjacent Barker property. There is also internal landscaped islands, as well as a 4'vinyl white picket fence along to the perimeter of the property on Route 125. 5. The site drainage system is designed in accordance with the Town Bylaw requirements and has been reviewed and approved by the Outside Consulting Engineer, VHB; 6. The applicant has met the requirements of the Town for Site Plan Review as stated in Section 8.3 of the Zoning Bylaw. 7. Adequate and appropriate facilities will be provided for the proper operation of the proposed use. The project will be on town water and sewer. 1 Finally the Planning Board finds that this project generally complies with the Town of North Andover Zoning Bylaw requirements as listed in Section 8.35 but requires conditions in order to be fully in compliance. The Planning Board hereby grants an approval to the applicant provided the following conditions are met: SPECIAL CONDITIONS: 1. Prior to the endorsement of the plans by the Planning Board, the applicant must comply with the following conditions: a) The final plans must be reviewed and approved by the DPW, VHB and the Town Planner and subsequently endorsed by the Planning Board. The final plans must be submitted for review within ninety days of filing the decision with the Town Clerk. b) A bond in the amount of seven thousand($7,000)dollars must be posted for the purpose of insuring that a final as-built plan showing the location of all on-site utilities, structures, curb cuts, parking spaces, topography, and drainage facilities is submitted. The bond is also in place to insure that the site is constructed in accordance with the approved plan. The form of security must be acceptable to the Planning Board. 2. Prior to the start of construction: a) During construction,the site must be kept clean and swept regularly. b) A construction schedule shall be submitted to the Planning Staff for the purpose of tracking the construction and informing the public of anticipated activities on the site. 3. Prior to FORM U verification(Building Permit Issuance): a) The Planning Board must endorse the final site plan mylars and three(3)copies of the signed plans must be delivered to the Planning Department. b) One certified copy of the recorded decision must be submitted to the Planning Department. c) The applicant shall adhere to,the following requirements of the North Andover Fire Department and the North Andover Building Department: 1) All structures must contain a commercial fire sprinkler system. The plans and hydraulic calculations for each commercial system shall be submitted for review and approval by the North Andover Fire Department. Plans and hydraulic calculations for each commercial system must also be supplied to the Building Department. d) The applicant must supply a copy of the approved Massachusetts Highway 2 Department permits necessary for access and construction of the site to the Planning Department. If approvals from MA Highway result in a modified access and egress to the site, the applicant must return to the planning board to obtain approval with revised site plans reflecting such. e) The Hours of Operation any establishment within the retail facility shall be 6 a.m. to 10 P.M. 4. Prior to verification of the Certificate of Occupancy: a) The applicant must submit a letter from the architect and engineer of the project stating that the building, signs, landscaping, lighting and site layout substantially comply with the plans referenced at the end of this decision as endorsed by the Planning Board. b) The Planning Staff shall approve all artificial lighting used to illuminate the site. All lighting shall have underground wiring and shall be so arranged that all direct rays from such lighting falls entirely within the site and shall be shielded or recessed so as not to shine upon abutting properties or streets. The Planning Staff shall review the site. Any changes to the approved fighting plan as may be reasonably required by the Planning Staff shall be made at the owner's expense. All site lighting shall provide security for the site and structures however it must not create any glare or project any light onto adjacent residential properties. c) The commercial fire sprinkler systems must be installed in accordance with referenced standard NFPA 130 and in accordance with 780 CMR, Chapter 9 of the Massachusetts State Building Code. Certification that the systems have been installed properly in accordance with the above referenced regulations must be provided from both the North Andover Fire Department and the North Andover Building Department to the applicant. The applicant must then provide this certification to the North Andover Planning Department. d) The applicant must obtain a sign permit in accordance with and as required by Section 6 of the Town of North Andover Zoning Bylaw. 3 5. Prior to the final release of security: a) The Planning Staff shall review the site. Any screening as may be reasonably required by the Planning Staff will 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. 6. Any stockpiling of materials (dirt, wood, construction material, etc.) must be shown on a plan and reviewed and approved by the Planning Staff. Any approved piles must remain covered at all times to minimize any dust problems that may occur with adjacent properties. Any stock piles to remain for longer than one week must be fenced off and covered. 7. In an effort to reduce noise levels, the applicant shall keep in optimum working order, through regular maintenance, any and all equipment that shall emanate sounds from the structures or site. 8. The hours for construction shall be limited to between 7:00 a.m. and 7:00 p.m. Monday through Friday and between 8:00 a.m. and 5:00 p.m.on Saturday. 9. Any plants, trees or shrubs that have been.incorporated into the Landscape Plan approved in this decision that die within one year from the date of planting shall be replaced by the owner. 10. The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 11. Gas, Telephone, Cable and Electric utilities shall be installed underground as specified by the respective utility companies. 12. No open burning shall be done except as is permitted during burning season under the Fire Department regulations. 13. No underground fuel storage shall be installed except as may be allowed by Town Regulations. 14. The provisions of this conditional approval shall apply to and be binding upon the applicant, its employees and all successors and assigns in interest or control. 15. Any action by a Town Board, Commission, or Department, which requires changes in the plan or design of the building, as presented to the Planning Board, may be subject to modification by the Planning Board. 4 16. Any revisions shall be submitted to the Town Planner for review. If these revisions are deemed substantial, the applicant must submit revised plans to the Planning Board for approval. 17. This.Special Permit approval shall be deemed to have lapsed after December 16, 2005. (two years from the date permit granted) unless substantial use or construction has commenced. Substantial use or construction will be determined by a majority vote of the Planning Board. 18. Subsequent to the commencement of operations at the site no rubbish, empty boxes, storage of supplies or any other materials shall be temporarily or permanently stored at the rear of the building. 19. The following information shall.be deemed part of the decision: Plan Titled: Proposed Retail Facility located in North Andover, MA Prepared For: Frank and Kathleen Terranova 1211 Osgood Street, North Andover, MA 01845 Prepared By: Merrimack Engineering Services 66 Park Street Andover MA 01810 Scale: 1"=20' Date: September 3,2003, revised December 4, 2003 Sheets: 1 through 5 Plan Titled: F.K. Realty Trust, North Andover, MA Prepared For: F.K.Realty Trust, North Andover, MA Prepared By: Spaulding Lighting 1736 Dreman Avenue Cincinatti, Ohio 45223 Scale: 1"=20' Date: December 2, 2003 Sheets 1 5 Plan Titled: Proposed Floor Plan and Proposed Elevations Prepared For: 1211 Osgood Street, North Andover, MA Prepared By: GSD Associates 148 Main Street, Building A North Andover, MA 01845 Date: September 3,2003, revised December 3, 2003 Sheets A1.1,A2.1 Report Titled: Osgood Crossing,Special Special Permit Application Retail Facility.Drainage Summary Dated: September 12,2003 Prepared By: Merrimack Engineering Services 66 Park Street Andover MA 01810 cc: Applicant Engineer File 6 � /� Wry}v�e Ck BUILDiNG Ft 4E TOWN OF NORTH ANDOVER, MA Final Design Affidavit Project Number: Architect's Project Number: 12-053 Project Title: Allstate Insurance Tenant Fit-up Project Location: 1211 Osgood Street, Suite 3A(former Dream Dinners Space) North Andover, MA 01845 Name of Building: 1211 Osgood Street Nature of Project: Reconfiguration of existing tenant space into insurance office. Add new toilet, new finishes. In accordance with Section 107.6.2.1 Registered Architectural and Professional Engineering Services-Construction Control of the Massachusetts State Building Code, I, Gregory P. Smith Registration No. 8688 being a Registered Architect, HEREBY CERTIFY that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Entire Project _ Architectural XX Structural Mechanical Fire Protection Electrical Other (specify) FOR THE ABOVE-NAMED PROJECT, AND THAT SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE 8T" EDITION OF THE 780 CMR MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRACTICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I HAVE PERFORMED THE NECESSARY PROFESSIONAL SERVICES AND EITHER MY REPRESENTATIVE OR I HAVE BEEN PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK HAS PROCEEDED IN ACCORDANCE WITH THE DOCUMENTS SUBMITTED FOR THE BUILDING PERMIT, AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 107.6.2.2 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in Chapter 17. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the construction documents and this code. I AM SUBMITTING THIS FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. Signature and Stamp(no facsimile) oRpp Rcy�T� No.ssas y NO"AMOVE �o MA. 5 l P�� BSCRIBED AND SWORN TO BEFORE ME THIS _DAY OF 2012 � - MY COMMISSION EXPIRES�Y NOTA •P 1 PATRICIA E.SIFFERLEN NOTARY PUBUC I COMMONWEALTH Of MASSACHUSETTS MY Canm.Epires Nov.3.2017 GSD Associates, LLC . 148 Main Street, Building A, North Andover MA 01845 Tel: 978 688 5422 Fax: 978 688 5717 Web: www.gsd-assoc.com • Computer Aided Design • Architecture • Planning • Interiors • Development Consulting TO: DATE: '/' Z10/2---JOB NAME AND #: �r� TIME START: TEMP: WEATHER: LOCATION: ���� VLF�AQ 67". TIME END: jj SITE OBSERVATION 11211GIUM 1111 . .. .. .. .. ......... ...... ... . .. 1 1 E i t : �. //]y/fit Iall �/�TI I t 1 E 1 �. , 16 AWN lNSt, .. .. .. i i L.... .J.. t..... E .:._..... �.... .. ....1... ..... ... ...J ......... 1 i...... A ... .. I... .. .i..... 1.. ._ t .. .. .. . , i I ; i i , E i � ���i�� i ' ' i R�•� // ' 1 t ;s/ .... ...s E , , E 79 + , i i. .i i � 8 t 1 1 , t , ..... ... .. ....... .. ... ...lir•.' .. ...� .. .. .. ... ... t t 14 I 4.. IYk : i [ i f _ . t , I : i I , , A.... ... .I.... ..,t .. .. .. .......! .. f t.......A ...i..... [ I.. .. .. ... ........ ...4 ... ..i.. .. t .. .. A .. i I � No. . ... ..E.. . 8688 o Nom A►t4DV R i .... ... E E � � .. . �o t ' Or" Recorded By ��v '' Reviewed by Page No: Date. --�._.!.Z-0 Z" 9424 TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING 49 SACNUS� This certifies that .—Yoe C rD/,n t V1 . �has permission to perform .. . . . . . / . . . . . .!. ?IrI . . .S. . . . . plumbing inthe buildings.9f . .�� 5 .1'�. .-�-�5 . . . . . . . . . . . . . at . . .�Z// O.. . . .. . . ZST. . . _ .. .`. . Northh nd/over Mass. Fee. 7(X1.Lie. No.. PLUMBING INSPECTOR Check It reg bqeckc;. MASSACHUSETTS UNIFORM APPLICATION FOR A PERMIT TO PERFORM PLUMBING WORK CITY ✓L MA. DATE 5 PERMIT# Y PJOBSITE ADDRESS L �� OWNER'S NAME �ll SL aT2 ll�t�'b1iY"CC/ 1 OWNER ADDRESS TEL FAX TYPE OR OCCUPANCY TYPE: COMMERCIAL EDUCATIONAL ❑ RESIDENTIAL❑ PRINT NEW:❑ RENOVATION:(� REPLACEMENT:❑ PLANS SUBMITTED: YES 0 NO ❑ CLEARLY FIXTURES 1 FLOOR— BSMT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 BATHTUB CROSS CONNECTION DEVICE DEDICATED SPECIAL WASTE SYS DEDICATED GAS/OIL/SAND SYS DEDICATED GREASE SYS DEDICATD GRAY WATER SYS DEDICATED WATER RECYCLE SYS DRINKING FOUNTAIN DISHWASHER FOOD DISPOSER FLOOR/AREA DRAIN INTERCEPTOR INTERIOR KITCHEN SINK LAVATORY ROOF DRAIN SHOWER STALL SERVICE/MOP SINK TOILET URINAL WASHING MACHINE CONNECTION WATER HEATER ALL TYPES WATER PIPING OTHER INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent which,meets the requirements of MGL Ch.142. Yes❑ No❑ IF YOU CHECKED YES,PLEASE INDICAT HE TYPE OF COVERAGE BY CHECKING THE APPROPRIATE BOX BELOW LIABILITY INSURANCE POLICY OTHER TYPE OF INDEMNITY ❑ BOND ❑ OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. R Signature of Owner or Owner's Agent CHECK ONE BOX ONLY: OWNEAGENT C] I hereby certify that all of the details and information I have submitted(or entere regardi th' pplication are true and accurate to the best of my Knowledge and that all plumbing work and installations performed nder a ermit issued for this application will be in compliance with all Pe inent ovis' n of the Massachusetts Stat lumbing Code nd C pte 1 he General Laws. PLUMBER NAME �s SIGNATURE LIC# I Z?IC-3 MP JP❑ CORPORATION # PARTNER HIP # LLC ❑# COMPANY NAME r°j1.�;► `t(/ ADDRESS: CITY I� STATE ZIP ©0 t 76 EMAIL �� «d"� ��i TE� (1B Z CELL FAX `7a�ly ,� �%/ , ���.��i�/Z �//'L�✓1 f�lig" �a- �-l� \1 � CrZ;� Dat . /.0- 1 , TOWN OF NORTH ANDOVER ' PERMIT FOR WIRING This certifies that . . . . . .5i-�7T . . F" rT. . . . . has permission to perform . . . . . . . . . wiring in the building of .�� �.��,� f: : . .. . . . . . . . . . �. . . . . .5,7 . . . . . . ,Nort Andover, Mass. Fee Lic. No. C :7 4-i.7 21/ . . . . . . . . + ELEC RICA�INSPECTOR' Check# Z 11002 Cam wnawa&a/Vama /ia n Use Only t� .1JaparfiitoaE a�.,tfr�JatvFcai �._.., Occupancy end Fee Checked BOARD OF FIRE PREVENTION REGULATIONS ptav,IM7J '------ APPUCUA ION FOR PERMIT TO PERFORM ELECTRICAL WORK peri'lmmed In nccardance with the Massachusetts Eiectricol Code JCj,S?7 CMR 12.00 (PI pma NINI�OR 77PBALL.tNFOR1 "Iov Date:(.) / /01 � / Z, City or Town di: N q V k"'i�, ?b the Inspector of Wirm: By this_app]#catlon the undersigned notice f hi or her Intention to�erform the electrical work described below. \ Location(Street&Number) 0th Owner or Tenant A 1.L 3rr 4XI'(c &A-i c tTelepitona No. Owner's Address S .� MC. Ts this permit in conjunetlon with a building permit? Yes No Q (Cherie Appropriate Box) Purpose ofBuWling_ Q��/(,ir, Ui#tityAuthortzatton Na Existing Service Amps / Voitsi Overhead Q Uau1 grd❑ Na.of Meters .._.__ n-ew "It Amps _Volts Overhead 0 Undgrd No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Zleetrk A Work: ►?—up a Cam ¢tion grrhe fallatvf Obla MW be Iralved bis the hameftr Hire s No.of Becanned Lumhmh-es Hos of CcfL-Sus t p.(Paddle)Fans Tton ou tbrmers 0 No.aftuntinairoOutlets No.afHatTvbs Generators KVA No.of Lutatuaires Swhnnaing Poolove n- a.a easy 6 d' Q Bate Units No.of Reeeptuete Outlets ! Q No.of Oil Hume" I�It e z Vans o.of Zones No.of Switches No.of Gas Burners No.a else on an Initiatin Devices Na.ofRanges No.of Air CancL Towns No.afAlerting Daviees No.of Waste Disposers eat F amber onsC o.o e onto n Totals: netecllon/All, n Deviees No.of Dishwasbers Space/Area Renting ICW I.oeal© unit ppa� Connec�Ion ❑ oma' No.of Dryers Heating Appliances 1Cy ecu ME tems: r o.o a o.of No.oviers or Equivalent HeatonICEV Slam- BNE uivalent V tA is Data Wriring; Na.aDev' o No.hydromassage Bathtubs No.of Motors Total HF OTHER: N �e�� Eueztt /tl Esdmaled Value oft cal wat T,,O 00, v ANadi a t/tarptl detail tfaiesbs�ar as�by Ai ln*wd r a f8,km Work to Start; =-J.; �rn required by mimicipal policy.) Inspections to be requested In accordance with MEC Rule 10,and upon cam Ietl _....._..1NSURANCI-COYERAG$:=Unless=waived-6y4be•ownar,riapetmit fat=th8=pecfoini a=isf-electrfico):v�tork=mey tae unless the IIcensee provides proof of lhddlity insum=e Including"completed operation"coverage or Its substantial e undersigned carti$es that such coverage Is in force,and has exhibited equivalent The CHECK ONE: MSURANCE proof ofsatne in the permit issuing ot>t'ica. lcertf�underlliQ pafiismtdp� 0� � �� ❑ tsl ') ISM e.fm ar►. fat the Information mt this appliraallon is fte mid cvnspt LZ NO.dr t, U `--- t `o =ANnNA =-L Signature LICN4.t 1rgP kVbk;anter" "hr rite lkense bwifiae.) Address: 11a ",r - AiL H r� A VarIMML.e.147.5.37-61,secwty wnrtcrequires D "SAlk Tri.N5a-- j ggt!r- � SU OWNER'S INSURANCE WAIVER— I am aware thM DVM does n the liability Insurance eoyBrage norntaUy required by law. By my signior¢below,I herby waive this an requitement. I am the(chez one owner otitrner't: t: OwnertAgent Signature Telephone No. PEj ljj'FSE $ J � v 4 f Z, r 1 �c� U l ti r The Commonwealth of Massachnsefts Department of IndaYhialAcdden& Office o,f'Investigations 600 Washington Street Boston,AIA 02111 www.massgovldia Workers' Compensation Iusurante Affidavit:Builders/ContractorsA&Ieciaicians/JPl bei-s Applicant Information Please Print Lelgibly Name(B"usiuess/0rgaWzation&dividual): Tx1yEd &,T A.,4, C-4i.. L.�u�• Address: 1,o XACkSoov S7. • °1Zea�,; City/State/Zip: M V1NU eN g M A , b� OW Phone#: Q'8 �j 6 '5 3 ql Are you ant employer?Check the appropriate box: Type of project(required: 1.�ara a employer with_ 4. ❑I am a general coniraotor andl 6. [I New constraetion employees(full,"and/or part-tine). have hired the sub-contractors 2.0 lam a sole proprietor or partner- listed on the attached sheet 1 7. ❑Remodeliag . ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers'comp.h urantce. 9. Q Building addition [No workers'comp.hisurance 5. [( We are a corporation and its 10. Electrical repairs or additions required.) officers have exercised their eP . 3.D.I ant a homeowner doing all work right of exemption per MGL. 11. Plumbing repairs or additions unysel£[No workers'comp- c.152,§1(4),and wehave no 12.[(Roofrepairs ;mura ce require&]t employees-[No warkiars' 13.❑Other comp-i sumca -) '?Ani'aPPlioant thatchocks box#1 mastalso fit outthe section below showft&err workere oompwcsation poIfty',foanatfon- T Hemeownem who submitthis affidavit indicating dW are doing an work and then hiira ouWa cmdmetorsmust sabmit anew affidavit iodic aft suoh. �Contraetozs that check this boot mustatlached an additional sheet showing$rename of the sub-cont wt=and ffieir workers'oomp.policy infoauWon. I am art errrliloyer that is providing workers'compensafkw insurance for my employees Below is the policy and job site information. . Insurance Company Name: A'CL't' 01Z.L� f W S I,�d►N l� C o Policy#or Self-ims.Lic.#: Q f3-W EG- C F'M y Expiration Date.-04�— rob Site Address: I' d S �TOd� J'` City/Stataft:K h b ove,%_ SIA Attach a copy � '-- of the workers compensation policy declaration page(slowing the policy number and expiration date). Failure to secure coverage as required under Section 25A ofMGL c.152 can lead to the imposition of crimival penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of STOP WORK ORDER and a fine Of up to$250.00 a day against the violator. De advised that a copy o£tbis statement maybe forwarded to the Office of Investigations ofthe DIA for insurance coverage verification. Ido hereby c th anis andpenaUks of�perjury that the informat_ian provided above is free and correct: Si a e� ryry ��jj a ate: /o Z Phone#• ' �,34 FFOther nry. Do not write in this area,to be cor*Idedby city ortolm of Zdd • PernAMcense# ortty(cfrcle one): earth 2.But fug Department 3.CityMmm Clerk 4. �'Iecbricd Inspector 5.n• Phone A .o � p10RT1{ q -� - Z. TOWN OF NORTH ANDOVER SACHU` SIGN PERMIT DATE: September 19, 2012 PERMIT: SOOS-2013 THIS CERTIFIES THAT Kurt R. Wicks has permission to erect. A non-illuminated wall sign 10" x 3" and a HDU Tenant Panel 9'2" x 14". Both signs say Allstate Insurance — Kurt. R. Wicks - & Phone Number. on_1211 Osgood Street - Unit 3A — Allstate Insurance provide that the person accepting this Permit shall in every respect conform to the terms of the application on file in this office, and to the provisions of the Codes and By-Laws relating to the Sign Regulations in the Town of North Andover. Violation of the Zoning of Sign Regulations, Section #6, Voids this Permit. INTERNALLY ILLUMINATED SIGNS ARE PROHIBITED Inspector of Buildings Amount Paid:$36.00 Check#3301 ' Receipt 4- 25721 r;) PHILADELPHIASN f R:N I I X j 'f:4 f�,t e.4 A*; C, 1!V�. ................................................................................ Philadelphia Sign Company - 50 Porter M - Littleton,MA 01460-1414 41 f L hoop" An. Re.• .SYMDA"LTR XurtR. MUS ,12.1.1 Osgood�S't unit 114 North.4ndover,A&01845 AUTHORIZATION AND CONSENT FORM By my signatorebefew,I hereby represent that I am the owner of the property indicated above or otherwise dally authorized by the Lease to grant aaIfrization for Philadelphia Sipa Company and/or their sat eontractor to apply for permits and install,new signage at the above rdwenced location. LANDLORD APPROVAL Sib rtnt N� � Date L- a Address Return Form to: PhOadelphia Sign Compiny 50 Porter Rd �a c t / ?etf Imo,MA 01460-1414 a r� F'Y �^t �/'✓��a� or FAX to: (978)486.0138 atfn:MaryEBm McC*rfhy or email to: m®ecufhy@p t CERTIFICATE OF LIABILITY INSURANCE 710/13/2011 (I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEN, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AN THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER COPTACT TD Insurance Agency Inc RILE; PRONE FA: PO Box 406 (A/C. NO. Ext): (A/C. NO): E-MAIL Portland, ME 04112 ADDRESS: PRODUCER CUSTOMER ID$. INSURED INSURED(S) AMORDING COVERAGE MAIC N INSUPEA: A.I_M_ Mutual Insurance Co 33758 Philadelphia Sign Co R INSURER B: 707 W Spring Garden Street INSURER Palmyra, NJ 09065 IN—: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER_ 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 REQUIREME Tp, TE[SI OR CONDITION OF ANY CONTRACT OR OTHER DOCUMfftTT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED 8Y THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OP SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. DRY POLICY EFF POLICY EXP LGx TYPE OF INSURANCE POLICY NUMBER LIMITS GENERAL LIABILITY �COEACH OOCURANCE $ t4fEACLAL GENERAL LIAHILTTY DAMAGE TD RERTED $ M_ PRENUSES(Ea.00CuiTenee) CLA71S5 MADE ❑ NED SIP (Any one person) $ ❑ PERSONAL E ADV INJURY b GEN'L A-REGATE LIAUT APPLIES ER: GENERAL.` TE ❑ $ POLICY ❑PROJECT❑I.R: PRODUCTS r ^'CCMP/OP ALL' $ $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ❑ANY AUTO (en aeeiaen[) b FIALL OWNED AUTOS Grooxzv IRTORY (Pee per.en) $ ❑SCHEDULED P.UTOS BODILY INJURY(P—accident) b EIHIRED AUTOS PROPERTY DAMAGE (per ide ) b Fl---PILINS ❑ b IJUMBRELIA LIM M OCCUR EACH OCCURRENCE $ �E:SCESS L. ❑ CLRZ`B RADE AGGREGATE $ DEDUCTIBLE $ ❑RETENTION $ $ WORKERS COMPENSATION ,AND EMPLOYEES LIABILITY me THE PROPRIETOR/PARTNERS/ A EXECUTIVE OFFICEFS ARE E.L. EACH ACCIDENT $ 1,000,000 ® incl ❑ excl 6011076012011 10/10/2011 10/10/2012 E.L. DISEASE-PDLL LIMIT $ 1,000,000 E.L. DISEASE-EA EMPLOYEE $ 1,000,000 COMffiNTS/DESCRIPTION OF OPERATIONS OR LOCATIOPS: WORKERS' COMPENSATION COVERAGE APPLIES TO MA EMPLOYEES ONLY CERTIFICATE HOLDER CANCFrI TION PROOF OF COVERAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. nvxxoRxEED PSPResEPTATrvs L Location 1e?11 No.vy 6!5— 0/3 Date . • TOWN OF NORTH ANDOVER • Certificate of Occupancy $ Building/Frame Permit Fee Foundation Permit Fee $ r Other Permit Fee $3�n.M TOTAL $ Check 25721 Building Inspector SIGN PERMIT APPLICATION 1600 Osgood Street Building 20, Suite 2-36 TOWN OF NORTH ANDOVER Site Owner l o21 /.lY", LLC ��T m P1 - /] Applicant P41 C�}f�L 6�lh S 16�tJ j/�� Tel �d.Sa1-=� Site Address l � /e,- t3 Y: f 4AZ&Z 6a b:90 ttOAL-1 A-"—'- Size of Proposed Sign W fa -f 3'Y' 10 a Map Parcel Illumination: a) of illuminated How attached: a)Against the wall b) Internally illuminated b)Roof c) Externally illuminated c)Ground ANC-LS O N L tj d) Other Materials: 4D V �f 1 0&PJS(TY U TM Proposed Colors: Background W4 ITL✓ Lettering L V i5 Border 13L4lc Cost of Sigp 30©p • 8O Required Attachments: Note: No permanent/temporary sign shall be erected,or enlarged until an Photographs of building application on the appropriate form furnished by the Sign Office has been filed Material sample with the Sign Officer containing such information including photographs,pians Color sample and scale drawings,as he may require,and a permit for such erection,alteration, Site or Plot Plan(Required for all free-standing signs) or enlargement has been issued by him. Such permit shall be issued only of the Drawings of proposed sign Sign Officer determines that the sign complies or will comply with all Other,specify applicable provisions of the By-Law. a Will sign overhang any public road or walkway Yes ( ) No(w)" If Yes,Name of Agency who will provide liability insurance: ` AN INCOMPLETE APPLICATION WILL NOT BE ACCEPTED DATE FILED: 91 1 9 11-'r, Receipt Check# 330 I Revised 10.31.2006Form Sign Permit Application SIGNATURE OFF APPLIC t APPROVED BY �U PRIMARY TENANT SIGN PRIMARY TENANT SIGN TENANT z35 AREA=22 SFAREA=Il SF FRONTAGE (TYPICAL OF TENANTS ITYPICAL OF TENANTS AREA=III SF el.CREAM DINNERS FANTASTIC SAM'S AND f36) AND McLAY'S FLORIST). 8 9 8 9 8 G G G. G TY, TY TYP TYP TYP t '* i aryl .: �,4'•1 �sT+Y.�?- t �r,Y��h�� �I j..--s` y ���?'�. Yt•'rc• #t<��, 0 Ll JILUT�M n I /tx r TENANT}I SECONDARY FANTASTIC SAM'SSECONDARY 11 Y'S FLORIST FRONTAGE TENANT SIGN FRONTAGE TENANT SIGN FRONTAGE AREA=461 SF PERPENDICULAR AREA=231 SF PERPENDICULAR AREA=124 SF tnt TO BUILDING. TO BUILDING. 55 2'-0'U X r-0'H=2 SF DREAM DINNERS 21-01W X BUILDING. =2 SF j m SEE l/AL.2. FRONTAGE SEE 1/4.2. FRWE"AROM SHOWING TENANT FRONTAGE AREA AREA=283! ^ _ EXTERIOR LIGHTS ABOVE DOORS. yr ;ti y r' y C 4 T - 8 . .... f t N WRELEVAWN }LNALe ACOUXEn[xi5-TKfx TI.E ZOI ING a 14S OA TI.E Tex.Xr rX 'Oft ao OTAI t—A.ATEA av tls. xv T.01w S »I!. tiv }vrAxrunc s.m N r�� OfEAn OFx T! ]d)sf O Y G'-0'LIGHT ACOLUMBIA SLE FLUORESCENT TOP MOUNT xAXT ne s }v iEusr ae a AREA OF'OS0000 SIGN LK,HT ATTACHED TO UNDERSIDE RU SOFFIT _ av uvmsrs worm COMMONS'POST- r r ami 4 INSTALL AS PEP.MANUFACTURER INSTRUCTIONS. IUArs awaT ;'sXz tv or MOUNTED LETTERS. tan sn n°v a v w sr•!x.i rerw Nw•u sr =5 SF. r THICK,HIGH DENSITY URETHANE SIGN. 0 KgS` Toil rna.imr saorw nwT.wf•n!v T euwLrf°xr.re•tnv aaTmv r}v -3• MOUNTED TO FACE OF BUILDING rtE iEX.xr.lun aunAiiia w,x Mrl sLX-smrm r}art.re:uiv !L REOuFShL XO W XD MN'ETLeOIN 0 ��,ufl xSFr aSfK�L SIGN MT. _ rlez.v"°0ff caX}ow TOTAL AREA OF GROUND NOTE:G.C.TO REVIEW R qy S/Gf2AGEREQU(REAIBVECF/ART �1 SIGN=l5 SF. ADDITIONAL LIGHTING ANN D y U J D(k11�� ELECTRICAL REQUIREMENTS. ® a O TYPICAL FOR FANTASTIC L.^0 EXTERIOR LIGHTS TENANT nl TOTAL AREA OF MKLAY'S FLORIST DETAILATSMCE SAM'S AND TENANT$33. a z ABOVE DOORS. FRONTAGE TENANT SIGNAGE FRONTAGE scuc /Al-,°, AREA=210 SF (SHOWN SHADED) MdAYSHOW AREA=542 SF 09-19-2W5 SF ll T DolmFAWASM ..KXXw.: a-ze-nom m-zf-mes TRW o-e-zoos ' T P. rs• OPP, AREA OF SINGLE TENANT SIGNS TENANT SIGN > l p n Jssssoaetee =i2 SF GROUID"SOMEFOOFAGO w m (ffl'HEVi11KM1 SHOWING TENANT FRONTAGE AREA In= SEE AG.2 FOR FURTHER S sF.H SIGN INFORMATION AND ,"A SHOWING TENANT FRONTAGE AREA DETAILS. I° 4 9 A6. 2�� ENGINEERING SHOP p VINYL/LAYOUT - ROUTING/KNIFE 10'-0"O.A.L. Philadelphia Sign 3'-7" 2'-1Q" C O� M P A N V 707 West Spring Carden Street 111111 Pa lntyra,Nem Jersey 08065 V2" All Around Y5fi Y?91tFU t.� All Around B Fur:Y.SF.v29 Y.iJ" L-rrrnll:r"nilvrl9rilttrllrhxrcrAr.nrrn _ 7- CUSTOMER: o ' ALLSTATE 10AD AllstateKURT R.WICKS JOB NUMBER: 1/4" N 555-555-5555 MAUTR 1/4"Raised Border ` SIGN TYPE: Logo/Copy and J J HDU S/F WALL SIGN Secondary Copy R 6X 05/16"Thru for BLOCATION: 1/4"Deep Raised LOGO/COPY SMOOTH Background to 1/4"Attachment 1211 Osgood Street Hardware as Required Paint to Match Matthews Blue be Painted White to Match NORTH ANDOVER,MA 01845 a (Location and Size to be SVOC2864SP(Face ONLY)- Matthews Natural White Returns are Verified Prior to Fabrication) Background Colloe to Match MP 11477 DATE: 13 September 2012 Appropriate Mounting Hardware DRAWN BY: to be Identified and Used Upon AAM Installation Six(6)Places (HDU)S/F NON-ILLUMINATED WALL SIGN Front Elevation REVISION: Scale:3/4"=1'-0" Number: Data: By: Qty.:1 Each SHEET: ENO DEPT 20F2 Logo/Copy and Secondary DWG NUMBER: 645452 Copy Painted Blue to Match KURT R WICKS Font Height-15/8"H 3/4" Matthews Blue SVOC2864SP -Visibility=85'-0" Font Style:Whitney Bold ENGINEER SEAL: 555-555-5555 Font Height y=85'- " -Visibility=85'-0" Border(Inside and Outside Font Style:Whitney Medium Return to be Painted Matthews g Black#42204SP \— See View C SECTION B-B MAX DESIGN WIND SPEED 90 MPH Scale:3"=V-0" View C EXPOSURE C Scale:1/1 1/4" THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED BY PSCo.IT IS SUBMITTED FOR YOUR Note:This sign is intended to be installed In accordance with the requirementjol PERSONAL USE IN CONJUNCTION WITH APROJECT Article 600 of the National Electrical Code and/or Other applicable local modes. BEING PLANNED FOR YOU BY PSCa IT IS NOT TO This includes proper grounding and bonding of the sign. BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS IT TO BE USED,COPIED. REPRODUCED,11 EXHIBITED 11 ANY FASHION. N01 ALST.TNT.RF Custom HDU Tenant Panel-16"h x 9'-2"w Existing McLAY'SW'"JFLORIST " .� Proposed c4w 111110 os: - (I(�Illlfif��lIIIII�lil:�... LNI�LAVS�' + LORIS P Indtedual tenant signs to be 1"thick hdu panel with R 1/2" routered black border and surface mounted Tzmtmu C f3- =s- � acrylic letters&graphics, mounted to tenant sign e+1E►in AMM 4^P4!jJ Q 6A►LCIN panel. (00DA11state 1555-555-5555'� . ry � ayu-0 1r 77771 .7777 1 1 7 x.J CLIENT: DATE: REVISION: THIS Is AN ORIGINAL P H I L A D E L P H I A S t G N ALLSTATE - NE 9/11/2012 09.14.12 RJW Change order of the tenants(N01) CREATED ED EBY PHILADE PIHIA LOCATION:MAUTR SHEET: SIGN IT IS SUBMITTED FOR t RINGING THF WORLD'S SRANDS TO LIFE YOUR PERSONAL USE IN Kurt Wicks P01 CONJUNCTION WITH A PROJECT BEING PLANNED FOR YOU BY 707 West Spring Garden Street 1211 Asgood St,Unit 3A DWG BY: PHILADELPHIA SIGN IT IS NOT TO Palmyra,NJ 08065-1798 North Andover, MA RJWBE SHOWN TO ANYONE OUTSIDE - 1 : YOUR ORGANIZATION NOR IS IT ENGINEERING SHOP VINYL/LAYOUT ROUTING/KNIFE -- 9'-2"O.A.W. (Sand Blasted Tenant Panel) 3" 3" Philadelphia Sign C O M P A N Y 8'-8" 707 West Spring Carden Street Palmyra,Nem Jersey 08065 M 116m11:„56 Y_'9lJuil A 1"Border All Around L'-mal/;rnnllnlY,i1„Arllh,n<iXn nnr, _ CUSTOMER: .. ALLSTATE a "state KURT R.WICKS p O JOB NUMBER: y 555-555-5555 MAUTR SIGN TYPE: - 1/4”Raised Border HDU TENANT PANEL Logo/Copy and A Secondary Copy 6X 05/16"Thru for LOCATION: and Deep Raised LOGO/COPY SMOOTH Background to 1/4"Attachment 1211 Osgood Street Border(Inside and Outside Hardware as Required and Border-Paint to Match be Painted White to Match Return to be Painted Black 4 Matthews Blue SVOC2864SP Matthews Natural White NORTH ANDOVER,MA 01845 (Location and Size to be ALL Returns to be White to MP 11477 Matthews Black#42204SP Verified Prior to Fabrication) Match Background Color) DATE: 13 September 2012 DRAWN BY: — Logo/Copy and Secondary (HDU) TENANT PANEL REFACE SIGN AAM��}}--�� Copy Painted Blue to Match Front Elevation I /, O REVISION: Matthews Blue SVOC2864SP pppn n r'n p Scale:1"=1'-0" w Number: Date: By: Qty.:2 Each u u U UUlIUIII! SHEET: END DEPT 1 OF 2 NDWG NUMBER: Y 845452 Appropriate Mounting Hardware ENGINEER SEAL: to be Identified and Used Upon Installation Six(6)Places Mounting Locations Six(6)Places to be Font Height-1 5/8"H VeriiePrior to KURT R■ WICK Foni Manufacture t Sty :Whitney Bold 555-555-5555 FontHlity= 15/8"H SECTION A-A -visibility=56'-0" MAX DESIGN Font Style:Whitney Medium GN WIND SPEED 80 MPH Scale:3"=1'-0" EXPOSURE C THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED BY PSCO IT IS SUBMITTED FOR YOUR N otehis sign is intended to be installed in accordance With the requirements of PERSOIIAL USE IN CONJUNCTION WITH A PROJECT [Article00 of the National Electrical Code and/or other applicable local codes. BEING PLANNED FOR CONJUNCTION BY PN WITH H IS NOT TO proper grounding and bonding of the sign. BE SHOWN i0 ANYONE OUTSIDE O.ITIS YOUR ORGANIZATION NOR IS IT TO BE USED,COPIED, REPRODUCED.OR EXHIBITED IN ANY FASHION.