Loading...
HomeMy WebLinkAboutBuilding Permit #207 - 200 CHICKERING ROAD 10/7/2002 Location -_2 No. Date / - 2,, �aRT►, TOWN OF NORTH ANDOVER p��« o :•OM1. 0 Certificate of Occupancy $ s„�w�s Building/Frame Permit Fee $ Foundation Permit Fee $ &5 Other Permit Fee $ TOTAL $ — Check # Building Inspector k x a7 Fo r North Shore Public Purchasing Group , E.PRE55 ;: Sales Customer Service (617)388-6255 FAX: (617)324-4333 (617)388-6224 ✓. A TOWN OF NORTH ANDOVER BUH DING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING }� OTHER THAN A ONE OR TWO FAMILY DWELLING V7 .{ •err '� ^'S_`� Y y., >-5,- s x This Section for Official Use Onl BUILDING PERMIT NUMBER: DATE ISSUED: SIGNATURE: ONSTRUCM Building Commissioner/Inspector of BuildingsDate RO 1 1 Property Address. 1.2 Assessors Map and Parcel Number. r Z ::G� Chi/C%4�'/�Ca 1ZcaaD Map Number Parcel Number Ai ':err A6A t-ra• e 1.3 Zoning Information: 1.4 Property Dimensions: v Ei jkAE f?S R/II, 775, ?A6,LZ Zoning District Proposed Use Lot Areas Frontage ft tA 1.6 BUILDING SETBACKS(ft) M Front Yard Side Yard Rear Yard Required I Provide Required I Provided Re red Provided 111 d. I P/A A.11A 1.7 Water Supply M.G.L.C.40. 54) 1.5. Zone Information: 1.8 Sewerage Disposal System: Public 0 Private ❑ Zone Outside Flood Zone ❑ Municipal On Site Disposal System ❑ ,$BCTL4���. �'I�f)3PERTY, �; �I'THORf7EDAL�FT ,,: �'� '.•�,-;: 2.1Owne ,4 s 31 w qNa (Print) 4 ,t dress f Service: �o k m SignaturexIBleph ne 2.2 Authorized Agent Name P n Address for Szrv� Z Z t re ep e m E3+ QD 3'.1 Licensed Construction Supervisor of Applicable ❑ -1 - -_NQ4-® C.6 0 ?— Address License Number O 12 W i LLA.M D S j .G® ir�1� ,(Ie 4 3�Q! Licensed Construction Supenisor. Expiration Date _ Signature Telephone 3.2 Registered Home Improvement Contractor Not Applicable ❑ v Company Name Registration Number M r Address r Expiration Date /Z^ Signature Telephone Y Las �Autho Agen liereby-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 poma- cti1 e-Oa 1 Print Name crc c�2i1� (� — Signature of Owner/Agent Date 5EC'�'1[Q 1 10 S3'1E1 ►'1 Item Estimated Cost(Dollars)to be SK Ol!ILIr x Completed by permit applicant I. _ (a) Building Permit Fee 'Ll 01 ��o Multiplier 2 Electrical (b) Estimated Total Cost of Construction from(6) 3 Plumbing Building Permit fee (a)x(b) �xa• O� 4 Mechanical(HVAC) 5 Fire Protection 6 Total (1+2+3+4+5) s© d v C�/� — Check Number ' s .k i r�•y3 v ��k M� 4 + '' a i Fs ' Y U�,�a'7f '� ; r i NO.OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS 1 ST2 ND 3 SPAN DEMENSIONS OF SILLS = DEMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHMINEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE SECTION 4 WORKERS COMPENSATI, (1{� 6,L C lSZ 2Sc f6} 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. . Si` ned affidavit Attached Yea......I No.......❑ i''SECTION S-PROFESSIONAL DESIGI AND,CONMUCT'ION SERVICES: FOR BUILDINGS AND STRUCTURES SUBJECT;TO �iCONSTBUCTIO.N TO M. CMR 116 MORE THAND 35 000 GF.OF ENCLOSE 6-1 Registered Architect: VA,ZZ4Q4 Name: iSS wlliM -,S7" 14M.U-7 UTA4 �j460 ss Address 49-t 19 77 AWN of 10A Signature Telephone 3.2 Registered Professional Engineet(s} , t�SS1� SA�t✓H Hcy t� Area of Responsibility Name: 3�s3C � r A U 1 U t-:1y St 1'"CSM 0 U 1 F1, 1J l! ©� 1 Registration Number Address: 0.3— 433- S39 X ZGS Expiration Date Si e I Total Not applicable ❑ Name: t Registration Number Address / Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number jSignature Telephone Expiration Date j 5.3 Cea�era2 Cisatrscfo� � �, t::�` Not Applicable ❑ Company Name: Responsible in Charge of Construction it SECTICIN 6 DESCRIi'TIaN,gF PROP(3SED,WO�.(;cheek.all applicable) j New Construction Existing Building 0 Repair(s) 0 Alterations(s) 0 Addition 0 Accessory Bldg. ❑ Demolition ❑ Other 0 Specify Brief Description of Proposed Work: GOi�T7L•����1., 6� �7��I,cX� � St5�iy1 �..5 �E2 a �A � S�sc-s. T'Crz– TAC; Kc?f'1z�� GrcoSSt o E�T� SEC1'FQN? .US)�ORt3U'F AND C41�PsTRUCTi01'i;�'YPE USE GROUP Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 0 A-3 ❑ IA ❑ A4 ❑ A-5 0 1 B ❑ B Business 0 2A 0 C Educational ❑ 2B 0 F Factory ❑ F-1 ❑ F-2 ❑ 2C 0 H I-Lgh Hazard ❑ 3A ❑ IInstitutional 0 I-1 0 I-2 0 I-3 0 3B ❑ M Mercantile ' ❑ 4 0 R residential ❑ R-1 0 R-2 0 R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B ❑ U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use 0 Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND OR CHANGE IN USE Existing Use Group: Proposed Use Group: 6y—A-- Existing Hazard Index 780 CCUR 34: Proposed Hazard Index 780 CMR 34: BUILDING AREA { EXISTING if applicable) PROPOSED Number of Floors or Stories Include Basement levels VIA- Floor /S.Floor Area per Floor s Total Area s Total Height(ft) Independent Structural Engineering Structural Peer Review Required Yes No 0 SECTION 10a Owner Authorization- TO BE COMPLETED WHEN OWNERS AGENT OJICONTRACTOR APPLIES FOR BUILDING PERMIT herr �-e-V-fi�s 1, v IS A as Owner of the subject property Her authoriz U OiV to act on behalf, in all afters ative' o wo authorized by t ' uilding pe t application Signature Owner Date r k SECTION 6 DESCRUP;MN QF PROPOS)D;W©R$:(check.alt applicable New Construction Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition 0 Other 0 Specify Brief Description of Proposed Work: �crL. �i-.ylZG, lCc?!'26LX� GttoSSlti�i �1 EGT, ''SE�'lrt?N?=:USE GRULTP AND CUN sTRIT("TIOI�F,TAPE USE GROUP Check as applicable) CONSTRUCTION TYPE A Assembly 0 A-1 ❑ A-2 0 A-3 . 0 1A 0 A4 ❑ A-5 0 1 B 0 B Business ❑ 2A ❑ C Educational 0 2B 0 F Factory 0 F-1 0 F-2 ❑ 2C ❑ H High Hazard 0 3A ❑ IInstitutional 0 I-1 ❑ I-2 0 I-3 0 3B 0 M Mercantile ❑ 4 0 R residential 0 R-1 ❑ R-2 0 R-3 ❑ 5A ❑ S Storage 0 S-1 0 S-2 0 5B p U Utility 0 Specify: M Miffed Use 0 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 Floor st Total Area s Total Heigt ft -J Independeni Structural Engineering Structural Peer Review Required Yes No 0 SECTION 10a Owner Authorization- TO BE COMPLETED WHEN OWNERS AGENT OliCONTRACTOR APPLIES FOR BUILDING PERMIT —t , Xcv—(=31 � -- as Owner of the subject property er authoriz l_©/�! U GyIJ piV to act on behalf, in all atters ative o wo authorized by t ' uilding pe t application ILAz v Signature Owner Date SECTION 4 WORKTRS COAZPENSAT�OK �L C IS2 (6} Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidaNit will result in the denial of the issuance of the building permit. ned affidavit Attached Yea......X No.......❑ AS'ECTTON S-PROFESSIONAL DESIGN ANl?C6NSTRUCTION.SLRVICLS.:FOR;BUH DINGS AND STRUCTURES SUBMCT;TO aQUNSTRUCTIO..N COKTROL;PURS(JANT TO 78Q CMR 116(CONTAINII+IG MORE THAND`35,000 GF OF ENCL(?SED SPACE) x . G1 Registered Architect: E�EO v Name: Cn "RD �" Q x 1 sG.��� GtJ G-,lflL.�7t�l�l !�'!�- of 4ca Addressof Signature Telephone 5.2 Regis".Profession�Eagineer{s) , }�t�SS1� SF�Lt=H k 1�c)�h Area of Responsibility Name: 3�s3� 7 } ;A UTU t-i k_., Sr <Z"CSM 0-OT H' 1� 03 0 1 Registration Number Address: J csuE 30. 24v� lu- 4.33- C?Z,q X 20S Expiration Date Si e Total Not applicable ❑ Name: c Registration Number Address / Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Not Applicable ❑ Company Name: Responsible in Charge of Construction Dct, a&t l as Authorized Agen -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 -0 a' ea a-t l Print Name ZeAl Signature of Owner/Agent Date '0111t Item Estimated Cost(Dollars)tobeOI�Tf�€AI.V 01 3 Completed by permit applicant N h Y 1 � e-tg (a) Building Permit Fee ai ?.l4 rqq 1 .S 0 ��V Multiplier 2 Electrical (b) Estimated Total Cost of Construction from(6) 3 Plumbing Building Permit fee (a) x(b) *44 pO 4 Mechanical(HVAC) 5 Fire Protection 6 Total (1+2+3+4+5) S© 6v/� — Check Number C� , aF'iSG�f{ ( 4 r 1 i Y ti NO.OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS 1 2ND3 SPAN DEMENSIONS OF SILLS DEMENSIONS OF POSTS DIMENSIONS OF GIRDERS # HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CH v NEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE c , „MS- l _ /. A Vr' L6 TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUIL I 'G OTHER THAN A ONE OR TWO FAMILY DWELLING U ws w x t• x s Secti0n for Official Use sr �ti ...r^,.s.^k . ?-�-`'r_�✓, r ? �tifi,.- 'f ate%.:, BUILDING PERMIT NUMBER: DATE ISSUED: CDCXVis 0WRUCTIQN SIGNATURE: io obZ. B1uldln Conmiissioner/I or of Buildings Date RO 1:1 Property Address: f 1.2 Assessors Map and Parcel Number. .•Zc� CAI 4t'5 7Zc�D 4� 3s 46, 10k Map Number Par— ce N Number 1.3 Zoning Information: 1.4 Property Dimensions: v IN WA, MM JUT 275,9A 34(2,Z7 > . Zonin District Proposed Use Lot Areas Frontage 11t� 1.6 BUILDING SETBACKS(ft) m Front Yard Side Yard Rear Yard Required Provide Required Provided Required Provided A IJIA kelAl 1.7 Water Supply M.G.L.C.40. 54) ~� Information: 1.8 Sewerage Disposal System: Public 0 Private/ry+►����0pppp R, Zoete1.3. Zonc�7 Outside Flood aZone 0 Municipal On Site Disposal System 0 S.I,�CVIt a FVYIGsI .. ;. V iil0la+.rr'1\S ..r.::,�h r+l+;r est,':^ 2.1 0wne 31 Na a(Print) t dress f Service m Signature Bleph ne 2.2 Authorized Agent 211 �m Z Name P n Address for. 609 0 Z irta re ep e m Qc lie cx� t ,s t 3 1 Licensed Construction Supervisor of Applicable 0 Vie' ly A%50 e-5 d7 S ZZ Address License Number 17- k4l t_t.AM-t> S: GokA-- Zb AJa 0 3 0/ D Licensed Construction Supervisor: /0- Z7— ©f' _ E Expiration Date Signature Telephone 3.2 Registered Home Improvement Contractor Not Applicable 0 Sv I' Company Name Registration Number m r � Address Expiration Date ZZ Signature Telephone Norc rry M—�` E / lot. Town of ove0 � No. Za CHICover, Mass., 0eMv15ft 0 22-- �q D'QATED PPa��y S H E BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System ' BUILDING INSPECTOR THIS CERTIFIES THAT.T1�I....�Ap �T1tS�u. . D/�,1 ',.41r.. Ql�N4d .............. Foundation has permission to erect.............................. n ... , •... .� ...law �................... Rough to be .! . ...... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the 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. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTI N ST TS ELECTRICAL INSPECTOR • Rough ......... .......... .... .. .. ......... .............. .. ...... Service BUILDING INSPECTOR Final Occupancy Permit Required t0 Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final No Lathing or Dry wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. �� SEE REVERSE SIDE j Smoke Det. i1 r_.h 9/11/2002 Mr. Tom Daigneault OPECHEE CONSTRUCTION CORP. 11 Corporate Drive Belmont, NH 03220 RE: STRUCTURAL PEER REVIEW KITTREDGE CROSSING- PRECAST PANEL RETAINING WALL SYSTEM Route 125 North Andover, MA (DEI Project No. D0738 Billing Group 002) Dear Tom: Our firm was retained by Opechee Construction Corporation to conduct an independent struc- tural engineer review on the Tensar Geogrid Reinforced Retaining Wall System for the above refer- enced project. The objective of this review being to determine if the structural plans and specifications for the referenced project are in compliance with Structural Code requirements, following the guidelines established in " Section 110.11 and Appendix I " of the Massachusetts State Building Code, 780 CMR, Sixth Edition. This objective is limited in that it is to be only to the extent necessary to ren- der an opinion regarding the stability and integrity of the primary structural system of the build- ing. At no time shall it be construed that our office (Daigle Engineers, Inc.), the Structural Engi- neer Project Peer Reviewer, through this peer review, is supplanting, or joining with, the S.E.R. (structural engineer of record) in his or her professional responsibility for the design of the Struc- tural System for the Community Building at the above referenced project. For our review, your firm provided us with structural drawing No. D-11562, Sheets No. 1 thru 10, dated 06/11/02, as prepared by Chase Precast, North Brookfield, MA., and the structural cal- culations for the TENSWAL - Tensar Geogrid Reinforced Retaining Wall System. The Structural Engineer of Record (SER), Robert A. Landino, P.E., signed and sealed these documents. A copy of the geotechnical report prepared by GZA GeoEnvironmental, Inc., was also provided. As stipulated in " Appendix I " of 780 CMR, our office performed the following tasks: 1. Checked to assure that the design loads are in conformance with the requirements of the Massachusetts State Building Code, 780 CMR- Sixth Edition. 2. Checked that the design criteria and assumptions conform to 780 CMR, and are in gen- eral compliance with accepted engineering practice. 3. Reviewed the Geotechnical report for verification that the design properly incorporates its results and recommendations. Daigle Engineers, Inc. 1 East River Place Methuen, MA 01844-3818 978 682 1748 978 682 6421 fax www.daiglepe.com DEI 9/11/02 10:48 AM♦ ♦D0738BG002L091102.doc Page 1 of e Page 2 of 2 September 11, 2002 • Kittredge Crossing—Precast Retaining Walls North Andover, MA Mr. Tom Daigneault, Opechee Construction Corp. 4. Checked that the organization of the structure is conceptually correct and that the load paths are adequate to deliver forces from the building frame through the foundations and into the supporting sub grade. 5. Performed independent calculations for a representative fraction of the systems, mem- bers and details, adequate to form a basis for our conclusions. It is our professional opinion that the design loads and design assumptions used for the design of this project conform to the requirements of the Massachusetts State Building Code, 780 CMR, and are in accordance with accepted engineering practice. We further state that there are no unresolved disputes between the structural engineer of record (Robert A Landino, P.E.) and the independent structural reviewing engineer (Daigle Engineers, Inc) for the Tensar Geogrid Reinforced Retaining Wall System on the above referenced project. We trust that this will satisfy the needs of your office. Please call if you have any questions or concerns. Very truly, ZH OF Ihgs•®� DAIGLE ENGINEERS INC Q DONALD L. G` STF � / -j�� ray. 3 9 •c+c�O �F�il �O Donald L. Peach, M.S., P.E. (ext. 119) Senior Structural Engineer N L dpeachaWaiglepe.com U 0911. DLP/dlp DEI♦9/11/02 ♦ 10:48 AM♦ ♦D0738BG002L091102.doc Page 2 of 2 :` 1 ******************************************************************************** * * p. l of 2 * GLENN A JOHNSON, PE * TENSWAL * BARAKOS-LANDING, INC * TENSAR GEOGRID REINFORCED * 215 SHERMAN AVENUE * RETAINING WALL ANALYSIS * HAMDEN, CT 06518 * * Version 3 . 2 * DESIGNER: GAJ * Revision Date 12/23/93 ******************************************************************************** Project : NORTH ANDOVER, MA Project # : D-11562 Date : 07/08/02 Case : 14 ' HIGH PANELS ** Program Analysis for TENSAR Geogrid Reinforcement Only ** INPUT REINFORCED WALL FILL DATA Height (ft) = 14 Angle of Face (deg) = 0 Density of fill (lb/ft3) = 130 Phi in degrees = 28 * Cohesion c (lb/ft2) = 0 RETAINED BACKFILL DATA Density of fill (lb/ft3) = 130 Phi in degrees = 28 * Cohesion c (lb/ft2) = 0 FOUNDATION SOIL DATA Phi in degrees = 30 Cohesion c lb ft2 = Allow. bearing press . (lb/ft2) = 3000 LOADING DATA Height of backfill slope (ft) = 1 Slope angle in degrees = 11 Surcharge on top of slope (lb/ft2) = 250 TENSAR GEOGRID DATA Geogrid designation = UX1600 ZHOFhfq�c Coverage of TENSAR geogrids = 100 �� A Minimum Geogrid length (ft) = 7 Wall soil interaction coeff . = 0 . 8 "4 ' F.S . for geogrid pullout = 1 . 5 �� cn y Fdn. soil interaction coeff . = 0 . 9 MISCELLANEOUS DATA ANAL F. S . for sliding = 1 . 5 F. S . for overturning = 2 F.S. for uncertainties = 1 . 5 Design Methodolgy = Tensar Guidelines Construction Damage based on = 3/4 minus gravel and Sand TENSWAL V3 . 2 - (c) 1986-1993 by The Tensar Corporation A t a _ J �. ..._.�.__. ..,y._.-- _ i --.- ******************************************************************************** * * p. 2 of 2 * GLENN A JOHNSON, PE * TENSWAL * BARAKOS-LANDING, INC * TENSAR GEOGRID REINFORCED * 215 SHERMAN AVENUE * RETAINING WALL ANALYSIS * HAMDEN, CT 06518 * * Version 3 .2 * DESIGNER: GAJ * Revision Date 12/23/93 Project : NORTH ANDOVER, MA Project # : D-11562 Date : 07/08/02 Case : 14 ' HIGH PANELS ** Program Analysis for TENSAR Geogrid Reinforcement Only ** OUTPUT F of S against sliding = 1 . 41 F of S against overturning = 2 . 90 Maximum Bearing Pressure (Lb/ft2) = 2985 Angle of Inclination, Delta (deg) = 0 . 0 Eccentricity of Pres . Resultant (ft) = 1 . 59 Total Number of TENSAR Geogrid Layers = 7 ------------------------------------------------------------------------ Elevation Allow. Length Working Max Force F. S . Control of TENSAR Vi of TENSAR Strength of TENSAR Mechanism Geogrid (ft) (ft) Geogrid (ft) (lb/ft) Geogrid (lb/ft) ------------------------------------------------------------------------ 12 . 50 11 . 04 10 . 00 UX1400 : 1333 627 2 . 13 W (11 . 5, 31 . 0) 10 . 50 4 . 73 10 . 00 UX1400 : 1333 627 2 . 13 W(11 . 5, 31 . 0) 8 . 50 3 . 01 10 . 00 UX1400 : 1333 627 2 . 13 W (11 . 5, 31 . 0) 6 . 50 3 . 38 10 . 00 UX1500 :2091 984 2 . 13 W (11 . 5, 31 . 0) 4 . 50 2 . 64 10 . 00 UX1500 :2091 1057 1 . 98 Tension 2 . 50 2 . 19 10 . 00 UX1500 :2091 1035 2 . 02 Tension 1 . 25 2 . 84 10 . 00 UX1600 :3000 1320 2 . 27 Tension -------------------------------------------------------- Efficiency of Strength Used vs . Available = 70 . 95 % Area of geogrids required (ft2/ft) = 70 . 00 In accordance with the "Tenswal" licensing Agreement, the designer must determine the suitability of program results . TENSWAL V3 . 2 - (c) 1986-1993 by The Tensar Corporation y r s _. __ —_--s.___.,—_.�_ �+Yf �-....m.....,........_- ..._.__ ******************************************************************************** * * P- 1 of 2 * GLENN A JOHNSON, PE * TENSWAL * BARAKOS-LANDING, INC * TENSAR GEOGRID REINFORCED * 215 SHERMAN AVENUE * RETAINING WALL ANALYSIS * HAMDEN, CT 06518 * * Version 3 .2 * DESIGNER: GAJ * Revision Date 12/23/93 ******************************************************************************** Project : NORTH ANDOVER, MA Project # : D-11562 Date : 07/11/02 Case : 13 ' HIGH ** Program Analysis for TENSAR Geogrid Reinforcement Only ** INPUT REINFORCED WALL FILL DATA Height (ft) = 13 Angle of Face (deg) = 0 Density of fill (lb/ft3) = 130 Phi in degrees = 30 * Cohesion c (lb/ft2) = 0 RETAINED BACKFILL DATA Density of fill (lb/ft3) = 130 Phi in degrees = 28 * Cohesion c (lb/ft2) = 0 FOUNDATION SOIL DATA Phi in degrees = 30 Cohesion c (lb/ft2) = 0 Allow. bearing press . (lb/ft2) = 3000 LOADING DATA Height of backfill slope (ft) = 1 Slope angle in degrees = 11 Surcharge on top of slope (lb/ft2) = 250 TENSAR GEOGRID DATA Geogrid designation = UX1500 'moi Coverage of TENSAR geogrids = 100 A Minimum Geogrid length (ft) = 6 . 5 Wall soil interaction coeff . = 0 . 9 o a F. S . for geogrid pullout = 1 . 5 Fdn. soil interaction coeff .. = 0 . 9 .Cast MISCELLANEOUS DATA F. S . for sliding = 1 . 5 F. S . for overturning = 2 F. S . for uncertainties = 1 . 5 I Design Methodolgy = Tensar Guidelines Construction Damage based on = 3/4 minus gravel and Sand TENSWAL V3 . 2 - (c) 1986-1993 by The Tensar Corporation * * p. 2 of 2 * GLENN A JOHNSON, PE * TENSWAL * BARAKOS-LANDINO, INC * TENSAR GEOGRID REINFORCED * 215 SHERMAN AVENUE * RETAINING WALL ANALYSIS * HAMDEN, CT 06518 * * Version 3 .2 * DESIGNER: GAJ * Revision Date 12/23/93 ******************************************************************************** Project : NORTH ANDOVER, MA Project # : D-11562 Date : 07/11/02 Case : 13 ' HIGH ** Program Analysis for TENSAR Geogrid Reinforcement Only ** OUTPUT F of S against sliding = 1 . 64 F of S against overturning = 2 . 64 Maximum Bearing Pressure (Lb/ft2) = 2914 Angle of Inclination, Delta (deg) = 0 . 0 Eccentricity of Pres . Resultant (ft) = 1 . 58 Total Number of TENSAR Geogrid Layers = 6 ------------------------------------------------------------------------ Elevation Allow. Length Working Max Force F. S . Control of TENSAR Vi of TENSAR Strength of TENSAR Mechanism Geogrid(ft) (ft) Geogrid (ft) (lb/ft) Geogrid (lb/ft) ------------------------------------------------------------------------ 10 . 50 7 . 22 9 . 00 UX1400 : 1333 644 2 . 07 W (10 . 5, 30 . 0) 8 . 50 4 . 01 9 . 00 UX1400 : 1333 644 2 . 07 W (10 . 5, 30 . 0) 6 . 50 2 . 78 9 . 00 UX1400 : 1333 644 2 . 07 W(10 . 5, 30 . 0) 4 . 50 3 .25 9 . 00 UX1500 :2091 1011 2 . 07 W(10 . 5, 30 . 0) 2 . 50 2 . 60 9 . 00 UX1500 :2091 940 2 . 23 W(11 . 7, 30 . 0) 1 . 25 2 . 33 9 . 00 UX1500 :2091 1120 1 . 87 Tension ------------------------------------------------------------------------ Efficiency of Strength Used vs . Available = 73 . 06 Area of geogrids required (ft2/ft) = 54 . 00 In accordance with the "Tenswal" licensing Agreement, the designer must determine the suitability of program results . TENSWAL V3 .2 - (c) 1986-1993 by The Tensar Corporation * * p. l of 2 * GLENN A JOHNSON, PE * TENSWAL * BARAKOS-LANDING, INC * TENSAR GEOGRID REINFORCED * 215 SHERMAN AVENUE * RETAINING WALL ANALYSIS * HAMDEN, CT 06518 * * Version 3 . 2 * DESIGNER: GAJ * Revision Date 12/23/93 ******************************************************************************** Project : NORTH ANDOVER, MA Project # : D-11562 Date : 07/11/02 Case : 12 ' HIGH ** Program Analysis for TENSAR Geogrid Reinforcement Only ** INPUT REINFORCED WALL FILL DATA Height (ft) = 12 Angle of Face (deg) = 0 Density of fill (lb/ft3) = 130 Phi in degrees = 30 * Cohesion c (lb/ft2) = 0 RETAINED BACKFILL DATA Density of fill (lb/ft3) = 130 Phi in degrees = 28 * Cohesion c (lb/ft2) = 0 FOUNDATION SOIL DATA Phi in degrees = 30 Cohesion c (lb/ft2) = 0 Allow. bearing press . (lb/ft2) = 3000 LOADING DATA Height of backfill slope (ft) = 1 Slope angle in degrees = 11 Surcharge on top of slope (lb/ft2) = 250 TENSAR GEOGRID DATA Geogrid designation = UX1500 Coverage of TENSAR geogrids = 100 NOF . Minimum Geogrid length (ft) = 6 Wall soil interaction coeff . = 0 . 9 F. S . for geogrid pullout = 1 . 5 No. Fdn. soil interaction coeff . = 0 . 9s MISCELLANEOUS DATA fir . aG� F. S. for sliding = 1 . 5 F. S . for overturning = 2 F. S . for uncertainties = 1 . 5 Design Methodolgy = Tensar Guidelines Construction Damage based on = 3/4 minus gravel and Sand TENSWAL V3 . 2 - (c) 1986-1993 by The Tensar Corporation i -___-- - - T__ _�_-- f * * p. 2 of 2 * GLENN A JOHNSON, PE * TENSWAL * BARAKOS-LANDINO, INC * TENSAR GEOGRID REINFORCED * 215 SHERMAN AVENUE * RETAINING WALL ANALYSIS * HAMDEN, CT 06518 * * Version 3 . 2 * DESIGNER: GAJ * Revision Date 12/23/93 ******************************************************************************** Project : NORTH ANDOVER, MA Project # : D-11562 Date : 07/11/02 Case : 12 ' HIGH ** Program Analysis for TENSAR Geogrid Reinforcement Only ** OUTPUT F of S against sliding = 1 . 75 F of S against overturning = 3 . 01 Maximum Bearing Pressure (Lb/ft2) = 2515 Angle of Inclination, Delta (deg) = 0 . 0 Eccentricity of Pres . Resultant (ft) = 1 . 35 Total Number of TENSAR Geogrid Layers = 6 ------------------------------------------------------------------------ Elevation Allow. Length Working Max Force F. S . Control of TENSAR Vi of TENSAR Strength of TENSAR - Mechanism Geogrid(ft) (ft) Geogrid(ft) (lb/ft) Geogrid (lb/ft) ------------------------------------------------------------------------ 9 . 50 7 . 22 9 . 00 UX1400 : 1333 644 2 . 07 W (10 . 5, 30 . 0) 7 . 50 4 . 01 9 . 00 UX1400 : 1333 644 2 . 07 W (10 . 5, 30 . 0) 5 . 50 2 . 78 9 . 00 UX1400 : 1333 644 2 . 07 W (10 . 5, 30 . 0) 3 . 50 3 . 25 9 . 00 UX1500 :2091 1011 2 . 07 W (10 . 5, 30 . 0) 1 . 50 2 . 60 9 . 00 UX1500 :2091 790 2 . 65 W (10 . 7, 30 . 0) 1 . 25 2 . 54 9 . 00 UX1500 :2091 782 2 . 67 W (12 . 0, 30 . 0) ------------------------------------------------------------------------ Efficiency of Strength Used vs . Available = 65 . 95 Area of geogrids required (ft2/ft) = 54 . 00 In accordance with the "Tenswal" licensing Agreement, the designer must determine the suitability of program results . TENSWAL V3 .2 - (c) 1986-1993 by The Tensar Corporation ******************************************************************************** * * p. l of 2 * GLENN A JOHNSON, PE * TENSWAL * BARAKOS-LANDINO, INC * TENSAR GEOGRID REINFORCED * 215 SHERMAN AVENUE * RETAINING WALL ANALYSIS * HAMDEN, CT 06518 * * Version 3 . 2 * DESIGNER: GAJ * Revision Date 12/23/93 Project : NORTH ANDOVER, MA Project # : D-11562 Date : 07/11/02 Case : 10 ' HIGH ** Program Analysis for TENSAR Geogrid Reinforcement Only ** INPUT REINFORCED WALL FILL DATA Height (ft) = 10 Angle of Face (deg) = 0 Density of fill (lb/ft3) = 130 Phi in degrees = 30 * Cohesion c (lb/ft2) = 0 RETAINED BACKFILL DATA Density of fill (lb/ft3) = 130 Phi in degrees = 28 * Cohesion c (lb/ft2) = 0 FOUNDATION SOIL DATA Phi in degrees = 30 Cohesion c (lb/ft2) = 0 Allow. bearing press . (lb/ft2) = 3000 LOADING DATA Height of backfill slope (ft) = 1 Slope angle in degrees = 11 Surcharge on top of slope (lb/ft2) = 250 TENSAR GEOGRID DATA Geogrid designation = UX1500 Coverage of TENSAR geogrids = 100 0� HoFt� syc Minimum Geogrid length (ft) = 5 Wall soil interaction coeff . = 0 . 9 F. S . for geogrid pullout = 1 . 5 U � . Fdn. soil interaction coeff . = 0 . 9 Es MISCELLANEOUS DATA F. S . for sliding = 1 . 5 Del/ F. S . for overturning = 2 F. S. for uncertainties = 1 . 5 Design Methodolgy = Tensar Guidelines Construction Damage based on = 3/4 minus gravel and Sand TENSWAL V3 .2 - (c) 1986-1993 by The Tensar Corporation ******************************************************************************** * * p.2 of 2 * GLENN A JOHNSON, PE * TENSWAL * BARAKOS-LANDING, INC * TENSAR GEOGRID REINFORCED * 215 SHERMAN AVENUE * RETAINING WALL ANALYSIS * HAMDEN, CT 06518 * * Version 3 . 2 * DESIGNER: GAJ * Revision Date 12/23/93 ******************************************************************************** Project : NORTH ANDOVER, MA Project # : D-11562 Date : 07/11/02 Case : 10 ' HIGH ** Program Analysis for TENSAR Geogrid Reinforcement Only ** OUTPUT F of S against sliding = 1 . 54 F of S against overturning = 2 . 35 Maximum Bearing Pressure (Lb/ft2) = 2401 Angle of Inclination, Delta (deg) = 0 . 0 Eccentricity of Pres . Resultant (ft) = 1 . 39 Total Number of TENSAR Geogrid Layers = 5 ------------------------------------------------------------------------ Elevation Allow. Length Working Max Force F.S . Control of TENSAR Vi of TENSAR Strength of TENSAR Mechanism Geogrid (ft) (ft) . Geogrid(ft) (lb/ft) Geogrid(lb/ft) ------------------------------------------------------------------------ 7 . 50 7 . 22 7 . 00 UX1400 : 1333 524 2 . 54 W ( 8 . 5, 30 . 0) 5 . 50 4 . 01 7 . 00 UX1400 : 1333 524 2 . 54 W ( 8 . 5, 30 . 0) 3 . 50 4 . 36 7 . 00 UX1400 :2091 823 2 . 54 W ( 8 . 5, 30 . 0) 1 . 50 2 . 07 7 . 00 UX1400 : 1333 483 2 . 76 Tension 1 . 25 2 . 01 7 . 00 UX1400 : 1333 609 2 . 19 Tension ------------------------------------------------------------------------ Efficiency of Strength Used vs . Available = 59 . 89 % Area of geogrids required (ft2/ft) = 35 . 00 In accordance with the "Tenswal" licensing Agreement, the designer must determine the suitability of program results. TENSWAL V3 .2 - (c) 1986-1993 by The Tensar Corporation i - -- - -• -- _. ******************************************************************************** * * p. 1 of 2 * GLENN A JOHNSON, PE * TENSWAL * BARAKOS-LANDINO, INC * TENSAR GEOGRID REINFORCED * 215 SHERMAN AVENUE * RETAINING WALL ANALYSIS * HAMDEN, CT 06518 * * Version 3 . 2 * DESIGNER: GAJ * Revision Date 12/23/93 Project : NORTH ANDOVER, MA Project ## : D-11562 Date : 07/11/02 Case : 9 ' HIGH ** Program Analysis for TENSAR Geogrid Reinforcement Only ** INPUT REINFORCED WALL FILL DATA Height (ft) = 9 Angle of Face (deg) = 0 Density of fill (lb/ft3) = 130 Phi in degrees = 30 * Cohesion = c (lb/ft2) p RETAINED BACKFILL DATA Density of fill (lb/ft3) = 130 Phi in degrees = 28 * Cohesion c (lb/ft2) = 0 FOUNDATION SOIL DATA Phi in degrees = 30 Cohesion c (lb/ft2) = 0 Allow. bearing press . (lb/ft2) = 3000 LOADING DATA Height of backfill slope (ft) = 1 Slope angle in degrees = 11 Surcharge on top of slope (lb/ft2) = 250 TENSAR GEOGRID DATA Geogrid designation = UX1400 Cr1+11 Coverage of TENSAR geogrids = 100 Minimum Geogrid length (ft) = 4 . 5 Wall soil interaction coeff . = 0 . 9 " �! g F.S . for geogrid pullout = 1 . 5 T70 K Fdn. soil interaction coeff . = 0 . 9 MISCELLANEOUS DATA S�o►vaL F. S . for sliding = 1 . 5 D v F. S . for overturning = 2 F. S . for uncertainties = 1 . 5 Design Methodolgy = Tensar Guidelines Construction Damage based on = 3/4 minus gravel and Sand TENSWAL V3 . 2 - (c) 1986-1993 by The Tensar Corporation ******************************************************************************** * * p. 2 of 2 * GLENN A JOHNSON, PE * TENSWAL * BARAKOS-LANDINO, INC * TENSAR GEOGRID REINFORCED * 215 SHERMAN AVENUE * RETAINING WALL ANALYSIS * HAMDEN, CT 06518 * * Version 3 . 2 * DESIGNER: GAJ * Revision Date 12/23/93 ******************************************************************************** Project : NORTH ANDOVER, MA Project # : D-11562 Date : 07/11/02 Case : 9 ' HIGH ** Program Analysis for TENSAR Geogrid Reinforcement Only ** OUTPUT r F of S against sliding = 1 . 67 F of S against overturning = 2 . 76 Maximum Bearing Pressure (Lb/ft2) = 1958 Angle of Inclination, Delta (deg) = 0 . 0 Eccentricity of Pres . Resultant (ft) = 1 . 14 Total Number of TENSAR Geogrid Layers = 5 ------------------------------------------------------------------------ Elevation Allow. Length Working Max Force F. S . Control of TENSAR Vi of TENSAR Strength of TENSAR Mechanism Geogrid (ft) (ft) Geogrid (ft) (lb/ft) Geogrid(lb/ft) ------------------------------------------------------------------------ 8 . 50 36 . 10 7 . 00 UX1400 : 1333 280 4 . 76 W( 7 . 7, 30 . 0) 6 . 50 7 . 22 7 . 00 UX1400 : 1333 409 3 . 26 W ( 9 . 0, 30 . 0) 4 . 50 6 . 29 7 . 00 UX1500 :2091 641 3 . 26 W ( 9 . 0, 30 . 0) 2 .50 2 . 78 7 . 00 UX1400 : 1333 520 2 . 56 Tension 1 . 25 2 .28 7 . 00 UX1400 : 1333 731 1 . 82 Tension ------------------------------------------------------------------------ Efficiency of Strength Used vs . Available = 52 . 15 Area of geogrids required (ft2/ft) = 35 . 00 In accordance with the "Tenswal" licensing Agreement, the designer must determine the suitability of program results . TENSWAL V3 .2 - (c) 1986-1993 by The Tensar Corporation 1 ,I. 6 5 4 3 2 1 DATA CHART` WALL LTR QTY DESCRIPTION '6' 2 BURKEE(4))TONN.SPREAD ANCHOR GALV•) ERECTION ANCHOR W 13 HAIRPIN&SHEAR BAR (GALV.) © CEO-GRID(CAST IN) h � 3e� LIST OF MATERIAL PC.NO NO.REO'D DESCRIPTION ORD BY 1 14 REBAR (BLACK) CHASE 73-Y - 2 GEO-GRID CHASE 3 536 BURKE(4)TON SPREAD ANCHOR (Gs1V.) CHASE 4 268 BURKE(4)TON ERECTION ANCHOR W/ CHASE J3 HWRPIN&SHEM BAR (GALV.) 9� DESIGN NOTES: 1. CONCRETE: 5,000 PSI ® 28 DAYS �ql m *s�4 2. CEMENT: TYPE III CEMENT 3. REBAR: GRADE 60 PER ASTM A615. (BLACK) F 4. FINISH: EXPOSED FACE= 'SCOTT SYSTEMS' ASHLAR STONE �! FORM LINER 167) 3r INS0-11�- 1 I 5. DUNNAGE: TO BE SAME AS REAR INSERT LOCATION TION J .-y 3 a_ WALL es 2 ABBREVIATIONS: B/W = BOTTOM OF WALL PANEL WP T/P = TOP OF LEVELING PAD .o (NORTH-WEST CORNER OUTSIDE FACE OF FOUNDATION ry •� OF PROPOSED BUILDING #4 WA � s AS SHOWN IN 'MERRIMACK 9' 1�Pg E SHEET 4 of 9 DATED REV. MARCH 13. 2002 \` CONTRACTOR TO VERIFY ALL INFORMATION SHOWN COMPLIES NGINEERING SERVICES' DRAWING 100, WITH CONTRACT DOCUMENTS AND MEETS WITH FIELD CONDITIONS. B '\ 0 CHASE PRECAST CORPONLY ACCEPTS RESPONSIBILITY THAT PRODUCT COMPLIES WITH THIS APPROVED DRAWING. B PRODUCTION COMMENCES AFTER RECEIPT OF SIGNED APPROVAL DRAWING u, 70 E Brookfield Rd. P.O. Box 187 N. Brookfield, MA r• 01535-0187 Phone: 508-867-8312 •�'"' • B00-242-7314 Fax: 508-867-3505 . �' � � :•�J .'� Find dm"m0Wm6v=s1xn ��tia F a division of 0Oldcastle Precast,*Inc. �.j .. Ao 5,��f••.;� Title: PRECAST PANEL RETAINING WALL Cn ' WEST WALLS T^ OOK �,. CUSTOMER ,lob: MTREDGE CROSSING `"• TERRA PROPERTIES NORTH ANDOVER ISA NAL .. Drawing: Revision: Owner: Contract. A L PRIVATE N/A A �' a a D-11562 Snt of Date: Order: 1 IC 06-11-02 N/A zo'-o'� Scale: Drawn: Checked: SCALED AS SHOWN CTR s.0 Total Quantity. Unit Weight: Approved: 134 PANELS XX 6 5 4 3 2 1 6 5 4 3 2 1 TENSAR GEOGRID UX1500 SB (9') EL. 194.25 TENSAR GEOGRID UX1500 SB (9') EL. 194.25 DATA CHART - TENSAR GEOGRID UX1500 S8 (9') EL. 195.5 TENSAR GEOGRID UX1500 SB (9-) EL. 195.5 7-11j" TENSAR GEOGRID 1X1500 S8 (9' EL. 197.5 TENSAR GEOGRID UX1500 SB (9' EL. 197.5 LTR QTY DESCRIPTION TENSAR GEOGRID 1X1400 SB (9' EL. 199.5 3- 4" TENSAR GEOGRID UX1400 SS (9') EL. 199.5 AQ 4 BURKE(4)TON SPREAD ANCHOR (GALV.) TENSAR GEOGRID UX1400 SB TOP 0' WALL 33 ( ') EL. 201.5 TENSAR GEOGRID UX1400 SB ( ') EL. 201.5 200 TENSAR GEOGRID 1X1400 SB (9') EL. 203.5 EDGE OF u 196.00' EDGE OF a FFFFTENSAR GEOGRID UX1400 SB (9') EL. 203.5 t 200 © 2 BURKE(4)TON ERECTION ANCHOR W/ W� W;�� _ i I Q i a l W TOP OF WALL WALL 6 S - WALL 4 I S i 13 HAIRPIN&SHEAR BAR (GALV.) _ 196.00' ---__- __-_ __ i EDGE OF _ © GEO-GRID(CAST IN) - -- WALL 2 --_- ---- --- - -- --�� ---- _�-_ --- LIST ❑F MATERIAL aq= aura d < T//W 183.04 P = 83.00 0 o = B/W = 183.04 E PC.NO NO.RED'D t80 DESCRIPTINN SLPPUED¢r WALL '3' WALL '2' WALL '1' a T/P = 183.00 WALL '5' a WALL '4' 1 14 REBAR (BLACK) CHASE 37'-11j" 9'-11 33'-5�" 49'-11 2 GEO-GRID CHASE B'DRAINAGE OUTLET NVE��GE OUTLET 0 3 536 BURKE(4)TON SPREAD ANCHOR (GALV.) CHASE INVERT ELEV. - 184.5 4 268 BURKE(4)TON ERECTION ANCHOR W/ CHASE 13 HAIRPIN&SHEAR BAR (GALV.) TENSAR GEOGRID UX1500 SB (9') EL. 194.25 TENSAR GEOGRID UX1500 SB (9') EL. 195.5 TENSAR GEOGRID UX1500 SB (9) EL. 197.5 TENSAR GEOGRID UX1500 SB (9') EL. 185.25 TENSAR GEOGRID UX1400 SB (9') EL. 199.5 DESIGN NOTES: TENSAR GEOGRID UX1400 SB (9') EL. 201.5 TENSAR GEOGRID 1X00 SB 9 . 1 18 0 TOP OF WALL 4'-5�" TOP OF WALL TOP OF WALL TENSAR GEOGRID 1X1500 SB (9� �L. 188.50 196.00' 197.00' 197.00' TENSAR GEOGRID UX1400 SB 9') EL. 190.50 zoo B TENSAR GEOGRID UX1400 SB )(9EL. 192.50 1. CONCRETE: 5,000 PSI ® 28 DAYS o V TENSAR GEOGRID UX1400 SB 9' EL. 194.0 l� 2. CEMENT: TYPE III CEMENT ---- ---- --- ----- --- ---- - - --- ----- --- ---- ---- --- ----- --- ---- ---- --- 3. REBAR: GRADE 60 PER ASTM A615. BLACK 4. FINISH: EXPOSED FACE= 'SCOT --IN ---- ---- --- -- --- ---- ---- --- ----- --- ---- ---- --- ----- --- ---- ---- --- T SYSTEMS' ASHLAR STONE ----- --- ---- ---- --- - FORM LINER (#167) ---- --- ----- --- ---- ---- --- 1B6 I __ 5. DUNNAGE: TO BE SAME AS REAR INSERT LOCATION B/W = 186.04 i W T/P = 186.00 T/P = 186.00 t� 8'DRAINAGE OUTLET Tea a 7a INVERr ElEV. - 188.0 - T/P = 184.00 i .B. T A 194--5j- ABBREVIATIONS: B/W = BOTTOM OF WALL PANEL T/P = TOP OF LEVELING PAD WALL '6' CONTRACTOR TO VERIFY ALL INFORMATION SHOWN COMPLIES WITH CONTRACT DOCUMENTS AND MEETS WITH FIELD CONDITIONS. CHASE PRECAST CORP. ONLY ACCEPTS RESPONSIBILITY THAT B I- 20' -I COMPLIESPRODUCT S PRODUCTION COMMENCES AFTER RECOPT OF GN LEGEND SIGNED APPROVAL DRAWING �------- TENSAR GEOGRID DESIGNATION SCALE 70 E. Brookfield Rd. TENSAR UX1500 SB ;. P.O. Box 187 •` N. Brookfield, MA (9') LENGTH OF GEOGRID 01535-0187 FROM FACE OF WALL67-8312 :: DESIGN SECTION/WALL 1 2 3 4 5 6A 6B � ..:. ,;r. Phone: 8800 242-7314 �A5.. . . rraara soe a. DESIGN HEIGHT (ft,) 13'-0' 13'-0' 13'-0' 13'-0' 13'-0' 12'-0' 11'-0' EMBEDMENT LENGTH (ft.) a division of 0Oldcastle Precastelnc. GEOGRID ELEVATION 4 Title: H PRECAST PANEL RETAINING WALL A.t , °9c` WEST WALLS ELEVATIONS CUSTOMER Jab:KOTREDGE CROSSING 3-3 TERRA PROPERTIES NORTH ANDOVER SIA A S OK QDrawing: Revision: Owner: Contract: T �4Q PRIVATE I N/A A �S y0 AL D-11562 Sht of 10 Da6e•11-02 Order: Scale, Drawn, Checked: TOP OF LEVELING PAD 183.00' 183,00' 183,00' 183,00' 183.00' 184.00' 186.00' I SCALED AS SHOWN CTR Total Quantity) Unit Weight: Approved: 134 PANELS XX 6 5 4 3 2 1 5 4 3 2 1 TENSAR GEOGRID UX1500 SB (9') EL. 187.25 TENSAR GEOGRID UX1500 SB (7') EL. 187.25 DATA CHART 6'- TENSAR GEOGRID UX1500 SS (9 EL. 188.50 LTR QTY DESCRIPTION " )) TENSAR GEOGRID UX1500 SB (7' EL. 188.50 TENSAR GEOGRID UX1500 SB (3) EL. 190.50 TOP OF WALL TENSAR GEOGRID UX1500 SB (7') EL. 190.50 TENSAR GEOGRID UX1400 SB ($) EL. 192.50 197.00' TENSAR GEOGRID UX1400 SB (7') EL. 192.50 A 4 BURKE 4 FIFFiTENSAR GEOGRID UX1400 SB (9') EL. 194.50 Q O TON SPREAD ANCHOR (GALV.) e I I TENSAR GEOGRID UX1400 SB (7') EL. 194.5 zoo O 2 BURKE(4)TON ERECTION ANCHOR W TENSAR GEOGRID UX1400 SB (9') EL. 196.0 g' EDGE OF TOP OF WALL) ----- ---- ------- -------- WALL 6 �� 196.00' f 3 HAIRPIN& SHEAR BAR -- —— -- -- -- —— -- — -- —— --��—— -- — 197 —— — ————— ———————— — —— GEO-GRID(CAST IN) 186 I ' ( B/W = 186.04 I B/W = 186.04 T/P = 186.00 BNV°ERT��OUTLET 880 `J , T/P = 186.00 LIST OF MATERIAL WALL '7' �j �q WALL '8' 80 PC.NB NO.REOT DESCRIPTION SUPPLIED BY I 1 J4 REBAR (BLACK) CHASE 66'-6" 2 CEO-GRID CHASE 49'-11 3 536 BURKE(4)TON SPREAD ANCHOR (GALV.) CHASE TENSAR GEOGRID UX1500 SB (9') EL. 187.25 4 268 BURKE(4)TON ERECRON ANCHOR W/ CHASE TENSAR GEOGRID UX1500 SB (9) EL. 188.50 J3 HAIRPIN do SHEAR BAR (GAI_V.) TENSAR GEOGRID UX1500 SB (9) EL. 190.50 TENSAR GEOGRID UX1400 SB (3) EL. 192.50 _ 19B 00F WALL TENSAR GEOGRID UX1400 SB (9' EL. 194.50 TENSAR GEOGRID UX1400 SB ?9') EL. 194.50 hit NOTES: -- -- --—--—-- --—--—-- :9s 1. CONCRETE: 5,000 PSI 0 28 DAYS -- -- - --------- -------- ---------- �� 2. CEMENT: TYPE III CEMENT C 3. REBAR: GRADE 60 PER ASTM A615. (BLACK) 1% — — 4. FINISH: EXPOSED FACE= 'SCOTT SYSTEMS' ASHLAR STONE i B/W = 186.04 FORM LINER (#167) leo T/P = 186.00 6'CRAINACE OUTLET S INVERT ELEV. - 168.0 5. DUNNAGE: TO BE SAME AS REAR INSERT LOCATION WALL '9' 99-114- ABBREVIATIONS: B/W = BOTTOM OF WALL PANEL I- 20'-0'--{ T/P = TOP OF LEVELING PAD LEGEND --—--— TENSAR GEOGRID DESIGNATION SCALE CONTRACTOR TO VERIFY ALL INFORMATION SHOWN COMPLIES TENSAR UX1500 SB WITH CONTRACT DOCUMENTS AND MEETS WITH FIELD CONDITIONS. B (9') LENGTH OF GEOGRID CHASE PRECAST CORP. ONLY ACCEPTS RESPONSIBILITY THAT FROM FACE OF WALL PRODUCT COMPUES WITH THIS APPROVED DRAWING. PRODUCTION COMMENCES AFTER RECEIPT OF SIGNED APPROVAL DRAWING 11 70 E. Brookfield Rd. P.O. Boz 187 •' • N. Brookfield, MA �_ - 01535-0187 Phone: 508-867-8312 •�.•. •'':. 800-242-7314 DESIGN SECTION/WALL 7 8 9 •• ® •.r. Fax: 5oB-e67-3505 DESIGN HEIGHT Ut.) 12 10 12 a division of �Oldcastie Precast,'Inc. EMBEDMENT LENGTH Ut.) 9 7 9 Title: GE❑GRID ELEVATION PRECAST PANEL RETAINING WALL WEST WALLS ELEVATIONS � jH Rrt CUSTOMER Job: @t A. y c KITTREDGE CROSSING c�oQoOT o�N� TERRA PROPERTIES NORTH ANMA N PRIVATE Drawing: Revision: Owner: Contract: EST OOK A D-11562 Snt of Date; Order: 3 1 06-11-02 N/A 1'�l�`' Scate: Drawn: Checked: TOP OF LEVELING PAD I D2 SCALED AS SHOWN I CTR 1I ( Total Quantity: Unit Weight: Approved: XX XX 6 5 4 3 2 1 6 5 4 3 2 1 DATA CHART LTR QTY DESCRIPTION- 0 4 1 BURKE(4)TON SPREAD ANCHOR (GALV.) �^ OB 2 BURKE(4)TON ERECTION ANCHOR W/ J3 HAIRPIN do SHEAR BAR (GALV.) © GEO—GRID (CAST IN) C D LIST OF MATERIAL PC.NO. NO.REQ'D I DESCRIPTION STPPLIED BY 1 14 REBAR (BLACK) CHASE 2 CEO—GRID CHASE 3 536 BURKE(4)TON SPREAD ANCHOR (CALV.) CHASE 4 268 BURKE(4)TON ERECTION ANCHOR W/ CHASE J3 HAIRPIN k SHEAR BAR (GALV.) DESIGN NOTES: 1. CONCRETE: 5,000 PSI ® 28 DAYS 2. CEMENT: TYPE III CEMENT B B 3. REBAR: GRADE 60 PER ASTM A615. (BLACK) s >�• 4. FINISH: EXPOSED FACE= 'SCOTT SYSTEMS' ASHLAR STONE FORM LINER (#167) 5. DUNNAGE: TO BE SAME AS REAR INSERT LOCATION ABBREVIATIONS: B/W = BOTTOM OF WALL PANEL T/P = TOP OF LEVELING PAD CONTRACTOR TO VERIFY ALL INFORMATION SHOWN COMPLIES WITH CHASE PRECASTT DOCUMENTSP. ONLY ACCEPTS MRESPONSIBILITY WITH FIELD OONS. THAT —��——— PRODUCT COMPLIES WITH THIS APPROVED DRAWING. B I PRODUCTION COMMENCES AFTER RECEIPT OF SIGNED APPROVAL DRAWING I I I _ 70 E. Brookfield Rd. P.O. Box 187 ' • N. Brookfield, MA 01535-0187 .•�.: ..rl_ Phone: 508-867-8312 WP 800-242-7314 (SOUTH-WEST CORNER OUTSIDE FACE OF .�•. Fax: 508-867-3505 FOUNDATION OF PROPOSED BUILDING #1 .•�1�• �� A AS SHOWN IN *MERRIMACK ENGINEERING SERVICES DRAWING SHEET 4 of 9 DATED - - I • REV. MARCH 13. 2002 a division of Oldcastle Precast, Inc. I T Title: PRECAST PANEL RETAINING WALL rd � EAST WALLS CUSTOMER Job: g�X00 Lo G�� K)ITREDGE CROSSING TERRA PROPERTIES so'-o" TERRA ANDOVER NA a I c'> 0• -� 1;U N Drawing: Revision: Dwner: Contract: A A, �o °0K ¢ PRIVATE N/A � 9 f� A Date: Order: SCALE / 1�`��a D-11562 snc 4 GF IC 06-11-02 N/A Scale: Drawn: Checked: .� DZ SCALED AS SHOWN CTR t l Total Quantity: Unit Weight: Approved: 134 PANELS XX 6 5 4 3 2 1 DATA CHART so 9LTR QTY DESCRIPTION B B 0 4 BURKE(4)TON SPREAD ANCHOR (GALV.) 2 BURKE(4)TON ERECTION ANCHOR W/ 13 HAIRPIN &SHEAR BAR (GALV.) © GEO-GRID(CAST IN) D LIST OF MATERIAL PC. NO. NO.REQ'D DESCRIPTION SUPPLIED BY WALL I 1 /4 REBAR (BLACK) CHASE 2 GEO-GRID CHASE 3 536 BURKE(4)TON SPREAD ANCHOR (GALV.) CHASE ^� 4 268 BURKE(4)TON ERECTION ANCHOR W/ CHASE i13 HAIRPIN k SHEAR BAR (GALV.) m t` DESIGN NOTES: 1. CONCRETE: 5,000 PSI ® 28 DAYS 2. CEMENT: TYPE III CEMENT _j- 3. REBAR: GRADE 60 PER ASTM A615. (BLACK) 3^ I _LO 4. FINISH: EXPOSED FACE= 'SCOTT SYSTEMS' ASHLAR STONE FORM LINER (§167) 5. DUNNAGE: TO BE SAME AS REAR INSERT LOCATION ziO I �O• WALL '4' op• 19'-1 14" O g o� ABBREVIATIONS: B/W = BOTTOM OF WALL PANEL J T/P = TOP OF LEVELING PAD 3 OI 15c ) m I CONTRACTOR TO VERIFY ALL INFORMATION SHOWN COMPLIES WITH CONTRACT DOCUMENTS AND MEETS WITH FIELD CONDITIONS. B CHASE PRECAST CORP. ONLY ACCEPTS RESPONSIBILITY THAT PRODUCT COMPLIES WITH THIS APPROVED DRAWING. PRODUCTION COMMENCES AFTER RECEIPT OF SIGNED APPROVAL DRAWING � J Q io 0 3 M J I _ 70 E Brookfield Rd. P.O. Box 187 00 N. Brookfield, MA aol�l I F ` Phone: 5088867-8312 800-242-7314 Fax: 508-867-3505 Y Q �6 % G/ �'��. :• 1 .'� Dot dmaeg0otlod mn a division of ®Oldcastle Precastwlnc. 2s I W S '9R001< itle: T � : PRECAST PANEL RETAINING WALL EAST WALLS CUSTOMER Job` KITTREDGE CROSSING TERRA PROPERTIES NORTH ANDOVER ISA s Drawings Revision Owners Contract: PRIVATE N/A A snt D-11562 Dates Order: 5 °F 1 06-11-02 N/A B B _ — — — — — Scale: Drawn Checked: •�---- SCALED AS SHOWN CTR ss'-e" Totat Q antity, UniELStXWeight, Approved: 134 6 5 4 3 2 1 DATA CHART LTR QTY1 DESCRIPTION 0 4 1 BURKE(4)TON SPREAD ANCHOR (GALV.) © 2 BURKE(4)TON ERECTION ANCHOR W/ 13 HAIRPIN k SHEAR BAR (GALV.) © GEO-GRID(CAST IN) D 90 LIST OF MATERIAL PG NO Na RED'D DESCRIPTION APPLIED BY 1 14 REBAR (BUCK) CHASE 2 GEO-GRID CHASE 3 536 BURKE(4)TON SPREAD ANCHOR (GALV.) CHASE 4 268 BURKE(4)TON ERECTION ANCHOR W/ CHASE 13 HAIRPIN k SHEAR BAR (GALV.) DESIGN NOTES: 1. CONCRETE: 5,000 PSI ® 28 DAYS 2. CEMENT: TYPE III CEMENT C 3. REBAR: GRADE 60 PER ASTM A615. (BLACK). 4. FINISH: EXPOSED FACE= 'SCOTT SYSTEMS' ASHLAR STONE FORM LINER (#167) 420'-54' 5. DUNNAGE: TO BE SAME AS REAR INSERT LOCATION WALL 10' C ABBREVIATIONS: B/W = BOTTOM OF WALL PANEL T/P = TOP OF LEVELING PAD CONTRACTOR TO VERIFY ALL INFORMATION SHOWN COMPLIES WITH CONTRACT DOCUMENTS AND MEETS WITH FIELD CONDITIONS. B CHASE PRECAST CORP. ONLY ACCEPTS RESPONSIBILITY THAT PRODUCT COMPLIES WITH THIS APPROVED DRAWING. PRODUCTION COMMENCES AFTER RECEIPT OF SIGNED APPROVAL DRAWING C 70 E Brookfield Rd. P.O. Box 187 �' • N. Brookfield, MA a 01535-0187 Phone: 508-867-8312 . '� �• B00-242-7314 �' � ;•�:^ .'• Fax: 508-867-3505 a division of ©Oldcastle Precast"'lnc. Title: PRECAST PANEL RETAINING WALL EAST WALLS CUSTOMER Job: KfHTREDGE CROSSING c o TERRA PROPERTIES NORTH ANDOVER MA C' Drawing: Revision: Owner: Contract: Q WE OOK e PRIVATE N/A A a� Date: Order: D-11562 "t 6 OF 1 06-11-02 NIA Scale: Drawn, Checked: Ila� ati SCALED AS SHOWN CTR Total Quantityj Unit Weight, Approved: 134 PANELS XX 6 5 4 3 2 1 ^' J 6 5 4 3 2 1 TOP Of WALL TENSAR GEOGRID 1X1400 SB (6') EL. 196.5 DATA CHART TENSAR GEOGRID 1X1400 SB (9') EL. 198.5 TOP OF WALL zoo.00' TENSAR GEOGRID 1X1400 SB (8') EL. 198.5 TTENSARENSAR GGEOGRID EOGRID UUX10400 SB0 S8 ((6')EEL.L. t992 5 LTR QTY DESCRIPTION TENSAR GEOGRID UX1400 SB (9') EL. 196.5 2o0.00' TENSAR GEOGyRID 1X1400 SB (8') EL. 196.5 TENSAR GEOGRID 1X1400 SB 6 EL. 191.25 zoo 83 TENSAR GEOGRID 1X1400 SB (9') EL. 194.5 B ESE FI �i TOP OF WALL y ( ) _4 BURKE(4)TON SPREAD ANCHOR (GALV.) W S /-199.00' 4 I E` 198 0o f WALL 20 © 2 BURKE(4)TON ERECTION ANCHOR W/ -- -L ALL .• 3HAIRPIN kSHEAR BAR (GALV.) 6'DfLVNAGE OURFT8'DRAT E OUTLET-- -- ----- INVERT ELEv. - 193.1.1~ _-__ __-- -_- -- _- --_ __ INVERT El EV. 192.0 © CEO-GRID(CAST IN) -- ----- --- ---- - - --- ----- -- --_ _ 8/W = 190.04 TENSAR GEOGRID 1X1500 S8 (9') EL. 192.5 B/W = 188.04 TENSAR GEOGRID UX1400 S8 (8') EL. 194.5 T/P = 190.00 TENSAR GEOGRID UX1500 S8 (9') EL. 190.5 T/P = 188.00 TENSAR GEOGRID UX1400 SB (8') EL. 192.5 LIST ❑F MATERIAL TENSAR GEOGRID UX1400 S8 (8') EL. 198.0 TENSAR GEOGRID 1X1500 SB (9') EL. 189.25 TENSAR GEOGRID 1X1400 SB (8') EL. 191.25 WALL 'S' WALL '4' WALL '3' WALL '2' WALL '1' PC.NO Na REO'D DESCRIPTION StPPL1EB BY 79'-114" U 1 14 REAAR (BLACK) CHASE 19'-114" 29'-114" �- 19'-114" ,r 19'-114" --,�' 2 GEO-GRID CHASE TENSAR GEOGRID 1X1400 SB (9') . 1 200.5 3 536 BURKE(4)TON SPREAD ANCHOR (GALV.) CHASE TENSAR GEOGRID 1X1400 SB (9') EL 198.5 6'-5j" TENSARRGEOGRIDOUX14000SEI 99(9') EL. 194.55 20000, WALL zos 4 268 BURKE WVRPINO&SH�ON�R W/ CHASE -- --- ---- ---- --- - -- --- ---- ---- --- DESIGN NOTES: -_ 8'DRNEOUIIFT _-- --INVERT - 191.0,--_--- ------------ ------_- ,n -'- --'- ---- --- --- - --- ---- ---- --- 1. CONCRETE: 5,000 PSI 0 28 DAYS -- --- ---- ---- --- -- - --- '--- ---- --- �� 2. CEMENT: TYPE III CEMENT TENSAR GEOGRID 1X1500 SB (9') 190.5 192.5 L B/W = 188.04 ,es 3. REBAR: GRADE 60 PER ASTM A615. (BLACK) B/w = 187. TENSAR GEOGRID 1X1500 SB (9') ET/P = 188.00 ' T/P = 187.00 TENSAR GEOGRID UX1500 SB (9') EL. 189.25 4. FINISH: EXPOSED FACE= 'SCOTT SYSTEMS' ASHLAR STONE I WALL,'8' WALL '7' I WALL '6' sess FORM LINER (#167) - 39'-114" L 5. DUNNAGE: TO BE SAME AS REAR INSERT LOCATION 49'-114" emTOP OF WALL Ii! 201.00' zos TOP OF WALL ------- 200.00' GIF Fly WALL'8• „' -- ------- ----- -------- - -------- -------- -------------- ABBREVIATIONS: B/W = BOTTOM OF WALL PANEL T/P = TOP OF LEVELING PAD ,as CONTRACTOR TO VERIFY ALL INFORMATION SHOWN COMPLIES 8'DRAINAGE OUTLET B/W - 187.04 WITH CONTRACT DOCUMENTS AND MEETS WITH FIELD CONDITIONS. INVERT ELEV. � 189.0 T/P = 187.00 B CHASE PRECAST CORP. ONLY ACCEPTS RESPONSIBILITY THAT WALL '9' ,eo PRODUCT COMPUES WITH THIS APPROVED DRAWING. PRODUCTION COMMENCES AFTER RECEIPT OF SIGNED APPROVAL DRAWING 149'-114" 70 E Brookfield Rd. P.O. Box 187 TENSARGEOGRID 1X1400 SB 10) EL. 199.5 ' �' N. Brookfield, MA .. •, 01535-0187 TENSAR GEOGRID 1X1400 SB (10') EL. 197.5 phone: 508-887-9312 TENSAR GEOGRID UX1400 S8 (10') EL. 195.5 •� '�,' 4' 800-242-7314 TENSAR GEOGRID UX1500 SB (10') EL. 193.5 : ��,, �: �y!. F 5M-867-3505 TENSAR GEOGRID UX1500 SB (10') EL. 191.5 DESIGN SECTI❑N/WALL 1 2 3 4 5 6 7 8 9 TENSAR GEOGRID UX1500 SB (10') EL. 189.5 TENSAR GEOGRID UX1600 SB (10') EL. 188.25 DESIGN HEIGHT (ft.) 8'-0' 8'-0' 9'-0' 10'-0' 12'-0' 12'-0' 12'-0 13'-0' 13'-0' a division of 0Oldcastle Precast,'Inc. EMBEDMENT LENGTH (f t.) 6 6 7 7 9 9 9 10 10 Title: PRECAST PANEL RETAINING -WALL LEGEND GE❑GRID ELEVATI❑NEAST WALLS ELEVATION CUSTOMER Job: KDTREDGE CROSSING �------- TENSAR GEOGRID DESIGNATION F ' TERRA PROPERTIES TENSAR 1X1500 SB a NORTH ANDOVER ISA (9') LENGTH OF GEOGRID g0� Drawing; Revision, Owner, Contracts A FROM FACE OF WALL r-4 PRIVATE N/A A U N�. Cri D-11562 Date, Order: "O Cr OK �2 .. Sht� of 1 06-11-02 N/A Scale: Drawn: Checked: si Al.�� SCALED AS SHOWN CTR TOP OF LEVELING PAD 190.00' 190,00' 190,00' 190.00' 188.00' 188.00' 188,00' 187.00' 187.00' 161. Total134 PANELSty: UnitXWeight: Approved: 6 5 4 3 12 1 y 6 54 TENSAR GEOGRID UX1500 SB 10 EL. 191.50 TENSAR GEOGRID UX1500 SB (10') EL. 193.50 DATA CHART TENSAR GEOGRID UX1400 SB (10') EL. 195.50 C-B TENSAR GEOGRID UX1400 SB (10') EL. 197.50 LTR QTY DESCRIPTION TOP OF WALL AO 4 BURKE(4)TON SPREAD ANCHOR TENSAR GEOGRID UX1400 SB (10') EL. 199.50 /� 202.00' TOP OF WALL - TENSAR GEOGRID UX1400 SB (10') EL. 201.0 / 201.10• I 207 O 2 BURKE(4)TON ERECTION ANCHOR W/ 13 HAIRPIN h SHEAR BAR (CALV. EDGE -- --------------- ------- -------------- -------- -------------- --- --- ---- -- ---- -- vxl ` em © CFO-GRID(CAST IN) -- -------- '6•DRAINAGE OUREr LIST ❑F MATERIAL 'INVERT ELEV. = 191.0 B/W = 187.04h PC. NO. NO.REQ'D DESCRIPTION SIPPLIED BY T/P = 187.00 I _ C-B �-S"DRAINAGE OURE] 1 14 REBAR (BLACK) CHASE INVERT ELEV. - 189.0 B0 2 GEO-GRID CHASE TENSAR GEOGRID UX1500 SB (10') EL. 189.503WALL 536 BURKE(4)TON SPREAD ANCHOR (GALV.) CHASE TENSAR GEOGRID UX1600 SB (10') EL 188.25 4 268 BURKE(4)TON ERECTION ANCHOR W/ CHASE 13 HAIRPIN do SHEAR BAR DESIGN NOTES: 1. CONCRETE: 5,000 PSI 0 28 DAYS EL. 203.0 AR GEOGRID UX1400 SB (7') TENSAR GEOGRID UX1500 SB (10') 2. CEMENT: TYPE III CEMENT EL. 192.25 EL. 20 C, TENSAR GEOGRID UX1500 SB (8') EL. 193.50 TENSAR GEOGRID UX1500 SB (10') EL. 193.50 r TENSAR GEOGRID UX1500 SB (8') EL. 195.50 TENSAR GEOGRID UX1500 SB (10') EL. 195.50 3. REBAR: GRADE 60 PER ASTM A615. (BLACK) l! TENSAR GEOGRID UX1500 SB (8') EL. 197.50 TENSAR GEOGRID UX1400 SB (10') EL. 197.50 TENSAR GEOGRID UX1400 SB (8') EL. 199.50 TENSAR GEOGRID UX1400 SB (10') EL. 199.50 4. FINISH: EXPOSED FACE= 'SCOTT SYSTEMS' ASHLAR STONE TENSAR GEOGRID UX1400 SB (8') EL. 201.50 TENSAR GEOGRID UX1400 SB (10') EL. 201.50 FORM LINER (#167) TENSAR GEOGRID UX1400 S88' EL. 203.00 - TOP E WALL TENSAR GEOGRID UX1400 SB (10') EL. 203.00 204.00 TOP of WALL C-$ 2„ TOP OF WALL ) / 203.00 5. DUNNAGE: TO BE SAME AS REAR INSERT LOCATION 20M001 ----- ABBREVIATIONS: B/W = BOTTOM OF WALL PANEL 10 TENSAR GEOGRID UX1400 SB (7') EL. 201.50 __ __-__ _____ __-__ __ T/P = TOP OF LEVELING PAD L B/W = 1950. TENSAR GEOGRID UX1400 SB (7') EL. 199.50 s•DRAINAGE OUTLET T/P = 195.00 TENSAR GEOGRID UX1400 SB 7' EL. 197.50 B/W = 193.04 INVERT Ems• - 193.0 ( ) T/P = 193.00 B/W = 191.04 TENSAR GEOGRID UX1400 SB (7') EL. 196.25 T/P = 191.00 e LEGEND B/W = 189.04 I leo T/P = 189.00 CONTRACTOR TO VERIFY ALL INFORMATION SHOWN COMPLIES B ------- TENSAR GEOGRID DESIGNATIONTEC-B WITH CONTRACT DOCUMENTS AND MEETS WITH FIELD CONDtT10NS. TENSAR UX1500 SEI WALL / / TENSAR GEOGRID UX1500 SB (10') EL. 191.50 CHASE PRECAST CORP. ONLY ACCEPTS RESPONSIBILITY THAT TENSAR GEOGRID UX1600 SB (10') EL. 190.25 PRODUCT COMPLIES WITH THIS APPROVED DRAWING. B (9') LENGTH OF GEOGRID PRODUCTION COMMENCES AFTER RECEIPT OF SIGNED APPROVAL DRAWING FROM FACE OF WALL ,D, ,C, 70 E. Brookfield Rd. P.O. Box 187 ` N. Brookfield, MA 01535-0187 •' Phone: 508-867-8312 800-242-7314 • Fox: 508-867-3505 '.. . �' � :• J�... Got DESIGN SECTION/WALL 6A 6B 6C 6D 6E 6F a division of 0Oldcastie Precast,'Inc. DESIGN HEIGHT Ut.) 14'-0' 15'-0' 14'-0' 13'-0' 11'-0" 9' - 5' Titte; 1 PRECAST PANEL RETAINING WALL EMBEDMENT LENGTH Ut,) 10 10 10 9 9 7 ��`�'� A.( qua EAST WALLS ELEVATION GEOGRID ELEVATI❑N >< � � =:vim CUSTOMER Job,K[TTREDGE CROSSING No 0 C TERRA PROPERTIES NORTH AN R, NA T 00K Drawing, Revision: Owners Contract, PRIVATE N/A A D-11562 Date; Order: snt 8 °f 1 06-11-02 N/A Scale, Drawn) Checked: SCALED AS SHOWN CTR TOP OF LEVELING PAD 187,00' 187.00' 189.00' 191.00' 193.00' 195.00' Total Quantity, Unit Weight, Approved, 134 PANELS XX 6 5 4 3 2 1 DATA CHART PLAN LOCATION OF STEP LTR QTY DESCRIPTI❑N REINFORCING AS REQUIRED FRONT FACE (TMT'•) OF PANEL—\ 4 BURKE(4)TON SPREAD ANCHOR (CdLV.) . • 3'I` INSERT HARDWOOD WEDGE F--3/4 ) O 2 BURKE HAIRPIN0&SH�0�ANCHOR W/ - OPTIONAL HELD HARDWARE� PLASTIC OR FIELD HARDWARE FRONT FACE OF PANEL ( V) 3/4• DIA. (MIN.) PVC SHIMS 3/4' DIA. (MIN.) © CEO-GRID(CAST IN) t 1 2' BOTTOM OF WALL 2• MIN. D /�2 18. TOP OF PAD (BIW) (T/P) REINFORCING • a • . • - 9" If REQUIRED 3 . ° REINFORCING L_ 3" (MIN.) �L (1YP) . •. •. e UI • � I . • • REQUIRED —IL LIST ❑F MATERIAL ,2• T/P ELEVATION B/w- 1/2• I 16. I ° • ° ' LEVELING PAD PC.N0, Na REQ'D DESCRIPTION SI.PPUED BY STEP DETAIL BOTTOM OF WALL DETAIL NOTE: FIELD HARD-WARE ANDHARDWOODWEDGE ARE LIQTE: FIELD HARDWARE AND HARDWOOD WEDGE ARE 1 14 REBAR (BLACK) CHASE NOT TO SCALE N07 TO SCALE OPTIONAL FOR CONSTRUCTION PURPOSES. OPTIONAL FOR CONSTRUCTION PURPOSES. 2 CEO-GRID CHASE PANEL PAD DETAIL PANEL PAD ELEVATION DETAIL 3 536 BURKE(4)TON SPREAD ANCHOR (GAILY) CHASE NOT TO SCALE - NOT TO SCALE 4 268 BURKE(4)TON ERECTION ANCHOR W/ CHASE 13 HNRPIN&SHEAR BAR (GALV.) r6 3/4'x{ - PULL TAUT TO REMOVE SLACK IN CONNECTION 1 1/2'x R HDPE DESIGN NOTES: STEEL. �K 1 1/2•x 1/4•HDPE BODKIN 84R BODKIN BAR (TYP.) i. CONCRETE: 5,000 PSI ® 28 DAYS A FRONT FACE �;]/ ^12• a 2. CEMENT: TYPE III CEMENT BOTTOM OF WALL SEE STEP DETAIL •SIZE AND LOCATION OF STEEL 3. REBAR: GRADE 60 PER ASTM A615. (BLACK) REINFORCEMENT IS DETAILED IN BODKIN CONNECTION PANEL SHOP DRAWINGS NOT TO SCALE 4. FINISH: EXPOSED FACE= 'SCOTT SYSTEMS' ASHLAR STONE ELEVATION VIEW FORM LINER (#167) NOT TO SCALE I 2 1/2'COVER (MIN. 5. DUNNAGE: TO BE SAME AS REAR INSERT LOCATION }—{ • I�—} GEOCRID EMBEDMENT 3'(MIN.) PANEL DETAILS NOT TO SCALE SEE JOINT DETAIL BACK 3/4' FRONT FACE 9.938' FACE Of 3/4' 3/4' PANELWAMWWWAWWAU ABBREVIATIONS: B/W = BOTTOM OF WALL PANEL T/P = TOP OF LEVELING PAD BODKIN CONNECTION FRONT FACE OF PANEL HARDWOOD WEDGE FRONT FACE OF PANEL FIELD HARDWARE AT NOTE: FIELD HARDWARE AND HARDWOOD WEDGE ARE 10.0. O.C. CONNECTION DETAIL PLAN VIEW (87% COVERAGE) NOT TO SCALE DOUBLE SIDED DRAINAGE COMPOSITE,SECURE TO PANEL OPTIONAL FOR CONSTRUCTION PURPOSES. CONTRACTOR TO VERIFY ALL INFORMATION SHOWN COMPLIES WITH OUTDOOR CONSTRUCTION ADHESIVE WITH CONTRACT DOCUMENTS AND MEETS WITH FIELD CONDITIONS. B JOINT DETAIL PLAN VIEW CHASE PRECAST CORP. ONLY ACCEPTS RESPONSIBILITY THAT NOT To SCALE LEVELING PAD PRODUCT COMPLIES WITH THIS APPROVED DRAWING. B NOT TO SCALE PRODUCTION COMMENCES AFTER RECEIPT OF SIGNED APPROVAL DRAWING w 70 E. Brookfield Rd. TOP OF WALL ., ._• P.O. Box 187 TO OF WA) B W A. N. Brookfield, MA —1 x 21 r 01535-0187 (2) PLCS. TYP MID—POINT I i•: Phone: 5�242_83;4 • .; TDP EDGE . ��• � •_ :• r .`• F6ndd� 86dg0�tlapmn FRONT FACE OF FULL 1 4 HEIGHT PANEL WALL \ C4) PLCS. i x a division of © BAOldcastle Precast Inc. CK OF PANEL = WALL DESIGN REINFORCED TENSAR UNIA1(IAL STRUCTURAL GEOGRID 6 — Title, VARIES .FILL (SEE ELEVATION VIEW FOR TYPE. _ ,�����F' PRECAST PANEL RETAINING WALL EMBEDMENT AND ELEVATION) >��A. J �. FINISHED GRADE $`L iG DETAIL SHEET \\\ \ LIMITS OF REINFORCED FILL = U @ •^ CUSTOMER Job, KIT[REDGE CROSSING N o TERRA PROPERTIES 2.0' (MIN.) - - 6" SLOTTED CORRUGATED HDPE NORTH ANDOVER IIA DRAINAGE TUBING SURROUNDED .p A r1 WH B/w EL VARIES RAPPED WITH/FILTER FA81CSYSTEMS'STONE `t JQ Drawing: Revision, Owner, Contract, LEVELING PAD /j FOUNDATION SOIL oUTLEf AS SHOWN ON PROFILE. ASHLAR STONE PRNATE N/A A (SEE DETAILS) FINISH FORM LINER 6 g t" F _ Date, Order, GEOGRID EMBEDMENT LENGTH - xx. L FACE of D 11562 "t9 OF i 06-11-02 NA PANEL) SEE NOTE a4. 1/ Scale, Drawn: Checked, b SCALED AS SHOWN CTR TYPICAL WALL PROFILE TYPICAL PANEL DETAILS Total Quantity, Unit Weight, Approved, 134 PANELS - XX 6 5 4 3 2 1 Date ` .......... V Ti 10659 NoprM ";,ti o3a tiao� TOWN OF NORTH ANDOVER 9 PERMIT FOR PLUMBING $B�cMug�� This certifies that... .`1... .r :G .... ....�...�edct.. : has permission to perform....;.,.. .° .... '?....:.................. hh 1 plumbing in the buildings of.... !...: r P.c ?:.�. ,.. ;.,s-, o�L�'1hf— at... .....+��-c ......... , North Andover, Mass. Fee� �.....Lic. No. .�.....9- 0. ..............................................:........ PLUMBING INSPECTOR Check# r.a . MASSACHUSETTS UNIFORM APPLICATION FOR A PERMIT TO PERFORM PLUMBING WORK CITY North Andover MA DATE JPERMIT# JOBSITE ADDRESS 1220 Chickering Rd pn OWNER'S NAME Kittredge CrossingCondo Trust OWNER ADDRESS 220 Chickering Rd North Andover TEL 978 683 4101 FAX 978 686 4664 �, TYPE OR OCCUPANCY TYPE COMMERCIAL El EDUCATIONAL RESIDENTIAL PRINT CLEARLY NEW:® RENOVATION:® REPLACEMENT: PLANS SUBMITTED: YES[] NOD, FIXTURES 7 FLOOR- BSM 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 BATHTUB CROSS CONNECTION DEVICE Q DEDICATED SPECIAL WASTE SYSTEM ® _ DEDICATED GAS/OIL/SAND SYSTEM DEDICATED GREASE SYSTEM DEDICATED GRAY WATER SYSTEM DEDICATED WATER RECYCLE SYSTEM DISHWASHER DRINKING FOUNTAIN FOOD DISPOSER FLOOR/AREA DRAIN INTERCEPTOR(INTERIOR) KITCHEN SINK^. ®� [ , LAVATORY _J ROOF DRAIN f SHOWER STALE' SERVICE/MOP SINK TOILET URINAL, WASHING MACHINE CONNECTION i WATER HEATER-ALL TYPES ;", x ti WATER PIPING-� -.-1 I '-- I OTHER =EDILL�!I s• • , s INSURANCE COVERAGE: 1 have a,currentliabili insurance policy or its substantial equivalent which nieets the requirements of MGL Ch.142. YES NO,[] ; IF YOU CHECKED YES,PLEASE INDICATE THE TYPE OF COVERAGE BY CHECKING THE APPROPRIATE BOX BELOW LIABILITY INSURANCE POLICY 1 OTHER TYPE OF INDEMNITY BOND ® 1 1 f �OWNER'S INSURANCE WAIVER:I am awarethatthe licensee does not have the insurance.coverage required_ by Chapter_142 of the k Massachusetts Ge 1 L ,and that my signature on this permit aPPli.cation waives thisi requirement. _ 1 I f CHECK ONE ONLY:I OWNER �` ENT; SIGNATU E OF OWNER OR AGENT I hereby certify that all of the details and information I have submitted or entered regarding this application_ are true and accurate t th 9 9 PP o, e best of my knowledge and that all plumbing work and installations peiformed under the permit issued for this application will be in compliance with all Pertinent provision of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. PLUMBER'S NAME Lyle,Carter Jr i I LICENSE#, 19036 + SIGNATURE MPIJ JPEI, j 1 j CORPORATION®# PARTNERSHIPt3# { LLC[D# COMPANY NAME ;Lyle Carter P&H I i ` ADDRESS 63 Valley Rd. CITY Dracut, I STATE MA+ I ZIP 01826 i TEL 978 804-5432 I , ' FAX f ; 4 i CELL 978 804-5432 EMAILcarteHyle@ymail.com iI i i n r BELOW FOR OFFICE USE ONLY FINAL INSPECTION NOTES Yes No _ THIS APPLICATION SERVES AS THE PERMIT FEE: $ PERMIT# y PLAN REVIEW NOTES r' F. . .j r j r- T ` • r l � _ i• i _ .� _ I r'R j ` • 4 ,`. Date.I...; H......................14 0D S F � •o � � T o �, TOWN OF NORTH ANDOVER.. 9 PERMIT FOR GAS INSTALLATION gs�►c►,us� Thiscertifies that ............ ........................................ ..........` . ................................. has permission for gas installation .............. ......� in the buildings of .-C SSS t 7, — , 00 at........ ...... ... ... .. ............................... North Andover, Mass. Fee�.20,>. ... Lic. No. ..A10. .... H. .GAS INSPECTOR Check# 9427 MASSACHUSETTS UNIFORM APPLICATION FOR A PERMIT TO PERFORM GAS FITTING WORK i I CITY North Andover _ MA DATE7/29/14 PERMIT# `1 lit JOBSITE ADDRESS 220 Chickering Rd maps WNER'S NAME' Kittridge Crossing Condo Trust OWNER ADDRESS 220 Chickering Rd North Andover Ma TE 978-804-5432 JFAX 978 68ti 4664 T BINT OCCUPANCY TYPE COMMERCIAL® EDUCATIONAL RESIDENTIAL I I CLEARLY 'RENOVATION:[] , I ' NEW:® 'RENOVATION:[] REPLACEMENT: I PLANS SUBMITTED: YESE] N0[ APPLIANCES Z FLOORS--,- BSM 1 2 3 4 5 1 6 1 7 8 9 110 11 12 13, 14 BOILER BOOSTER 1 CONVERSION BURNER: COOK,STOVE DIRECT VENT HEATER, - DRYER _ -- FIREPLACE' FRYOLATOR FURNACE i uu GENERATOR Eli GRILLE l jINFRARED HEATER. LABORATORYCOCKSt MAKEUPAIRUNIT L OVEN POOL HEATER ( ROOM/SPACE HEATER I ROOFTOP UNIT TEST i � ��� -•�'"� , UNIT-HEATER-1,1 — UNVENTED ROOM HEATER4 �A WATER HEATER i OTHER - •4- , INSURANCE COVERAGE have'a current liabilitv insurance policy,or its substantial equivalent which meets the requirements of MGL.Ch.142 YES NO I IF YOU CHECKED YES,PLEASE INDICATE THE TYPE OF COVERAGE BY CHECKING THE APPROPRIATE BOX BELOW I LIABILITY INSURANCE POLICY OTHER TYPE INDEMNITY ®, BOND JU I OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the ; `Massachusetts Gen er S" at my signature on this permit application waives this requirement. -- - — - i CHECK ONE ONLY: OWNER s GENT, SIG URE OF OWNER OR AGENT i I hereby certify that all of the details and information./have submitted or entered regarding this application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under the permit issued for this application will be in compliance with all Pertinent provision of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. ! PLUMBER-GASFITTER NAME Lyle Carter Ir LICENSE# 19036 { SIGNATURE , MP 0 MGF® JP[D JGF[j LPGI® CORPORATION E]# PARTNERSHIPE]# LLC Ej# COMPANY NAME: Lyle Carter P&H ADDRESS 63 Valley Rd CITY 1.2ra6utSTATE Ma. ZIP 01826 TEL 1978-957-4643 FAX j CELL 978 804-5432 EMAILI carted a@ymail.corn i + ' I ROUGH PLUMBING INSPECTION NOTES BELOW FOR OFFICE USE ONLY = -'FINAL INSPECTION NOTES Yes No THIS APPLICATION SERVES AS THE PERMIT ❑ ;❑ �, f FEE: $ PERMIT# + PLAN REVIEW NOTES '- � x , i 1 r 1 ' The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations } d I Congress Street, Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): LGC plumbing Address:63 Valley Rd City/State/Zip:Dracut Ma 01826 Phone#:978-804-5432 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. E]New construction employees(full and/or part-time).* have hired the sub-contractors 2.0 I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp. insurance comp.insurance.: required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11:0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' Un Other comp.insurance required.] *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that isproviding workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby certify under a #as and penalties ofperjury that the information provided above is true and correct* Si ature: Date: 7 U y Phone#: 9 Fo cy 15", Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: I 1?7 ) J � L — � ?�t,,.tL}ttt) 3"3't"4r sr tes ; , t• ': :t.__ ,it;si: rp• �'.r !..I. ' v " ,e ., .. � ,.4: ± Vie. . . (S• } !t 'k^ - { r ��, , r �, �tt., I' .. . 'T a ., ,r .•� , r , .f r err.T,, r f ' 1 r 1 i - • ' 3E`. . ,r' dVl ..'S!{• . :1 :t,b' `( .. 1 , :I rtl •J• .1 .. .i .. I� L. �.'.�. ;i.°`"Y a it / J(et t'' 11 .l''j'j,'#ia 11`-_ :... •"1, - ..�"Yj , �'S,i k'. t!'S'. .. xe1Y t .,11. 1" [.•iL'.,: • .ti+.'�t1•�;t,tt`.1 1 i t .'7i 7J:.�'•. ''} _• — - _ - __ __ _ r wi ''!t riltr ��r`•1, 1% i , i. i .I' � t ;F• - ,k .1 (' 9 .t. tF,:..iJ•+fla:., 'IS r t� t f (tyi J.1it• f'.if jr !r .r u. '!f .. �r � .r� t ?.9'ii'/:�f, r .7 t •r t� rr , r, _ / .i" {..:tl` . l t li. 71r � , 'f3{' L 1 :iiti:•t: .i`;:tk tt;' 4 '1 'r't#5t�s5?",�1�1°tt .l`•t•e� .k^t:�si`��, t�,ii; '1.,•ey...�'�� ._5_t�. 1` ._,__ ._,.._. _._� . _ _ ..__�..—, • - . { ,5:1.•.1U,i t..Rtk'zt, +.,i , y. ,..J�,a .tY As ..4` ;itis .., ?. ,.i t :�Y. S:tU 1 it - ff I ,' :; :tr ,•.1�'ti t' i itk•it[': ,tall ,.T jf r1'-;,i13t� t.}r7: .I� Z .� 1::)2•`l i? �; ,1.1'' a,;. .+" .4 �t s i@ j' er t �t'Y# The Commonwealth of Massachusetts Department of Industrial Accidents „ Office of Investigations ' d 1 Congress Street, Suite 100 Boston,MA 02114-2017 °�M 0 www mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): LGC plumbing Address:63 Valley Rd City/State/Zip:Dracut Ma 01826 Phone#:978-804-5432 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.0 I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp. insurance comp.insurance.# required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LE Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.17-1 Other comp.insurance required.] *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tcontractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify un r t painus4nd perjury that the information provided above is true and correct. Si tore: Date: z -3 C y Phone#: 7 S Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: I utp'.;-j .''r' .'rk� i:,i:P ..3 `_nf 4h_ t.ti`3lYiA:{+ i,'fi�(. x 'ri#i' .'1taI1! ...__.. _.__ ._. _ _. _. - _- - _ � � n} 1'•..r . t: t"'.0 utEt �ri� :fit wi is ur.,`l fEIJr?ta'i 3 '{1 A if I .;s+1+11✓4;ii'�-t s , �i :f-''' .� 1 ---� t t ' t'..,.11 '1�. J",'G? .;t. . ',' l� _ - •r h'...' 1 yf �G . ... , f if V .'t'7.(•7.1'Ii r (. �... ,. :i'�, �i p��tP � ( ! ,. 'F'. .. T� ., 1 rJ �. .. ) -' T ' ".r I. .. + vl ,. r r1 � .. rL(• .: -. -i,?•).. . �I'h ti; .. r �. .+'III.07, ..J .�. . r.. . . t . J, .. .. .. r1. ...ii• r• , ,._....-_....._,Jbs�:l.CStt + r!_tsft<ty`.YI . �':a ._ ;t'_....,)._ .`` ...it_•fr: `.�t''9r�...k. •,+ 41�,.,_:�'r._... k` •l�"i!`rY.t^•1TMis.`ts:�..3»,.._ti�.'._.... I , Oro Itr r t j. r • }., - t t .k3;) :fJ;f '.it Ji; i. . (i{ �-i. t +ll.. _ r r • ' - r . .rl'2'"s`, L,. E',•'rt '� r',.P�i ?+ r,Tf 'ItA r ./t 1 . .. •} F, r•lr:: 'IJ rrl F , rr.t, f: :>•Jr, , .'t':) o!. 'S7 P•1`',e 'E '4'f' r�ti:i`..K rt:115l�.'i:'lt5t.. J1<j° is t'.iSi� '�51`A F_1:."_.._r TI�.J �t'iL ,{ .`. is ,, t"!).(•.'!•!'.') li ,:� Wl III a;.:J`tt l'.11',�•f�t!1 r'.i•',5�Is'l.>��l.ltt.r'rA r R, ,f 1f il'.� 1►i �1'itfi.liL` �? .ti..2 't 8� '2 } f'I�fx.IL l•, D_ [:}__, !4j {..);t1'l/f fil_ ..s. tr.":t!'I't Vt.+: r{ri ! }I - __ __..._.... _....._..._ ....__. .�..._..._.... _ .-:Ik•J`:ft .'� __.._.. _.__ �.. - -- __.___ �� � ..._._� �T_ _^._�..:Crf)r"S�.? .`iA.�'?. � li s OMONWEALTH.OF M�►S�ACHUSETT . BOARb of _ PLUMBERS �1�fiD GASF 17T�R� � ,: � ISS'IJES THE FOLLOWING LICENSE �:,,. t, L,I CENS<ED ,AS, A� JOWRNE`IMANiF LUMB,Ef� - y� , t �tLE G CARTER JR n4 z, f` W �3. VALLEY.` RD `itt t pRAC:UT MA 0.1826-20* :' F .'.. 19x 6 05/¢1 t6r :: 20- 2 __"�--- NORTH z ovm o Andover N lie- o. L.A j doves, Mass., '-i- ��. «. ': w_• w A 0V` S W BOARD OF HEALTH PERMIT T Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT ........... ...................-�.e..... �. ?� ......................................t.".. e...... y.- ....................... Foundation has permission to erect.......�:............................... buildings on ........ " =-' �► ;:o. ...r ..... ....:. Rough �F a to be occupied as................. .. : .. :::r: =::....A........:..:w�:A�.i.�`ti......�...?rR :'M ``9 Chimne m .....S�.i..................................................... provided that the person accepting this permit shtill In every respect conform to the terms of the application on file in Finale this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and ConstructionI Y 9 P � of Buildings in the Town of North Andover. PLUMBING IN CT VIOLATION of the Zoning or Building Regulations Voids this.Permit. ough ,�o? - PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION STARTS COIN, ELECTRICAL SPEC O CONSTW71 ION \ � _ .....................•:................. ..........'...,,- •:...... . . ...... Service BUILDING INSPECTOR Final t} Occupancy Permit Required to Occupy Building c/As INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough//n-2, 3 No Lathing or Dry Wall To BeDone FIRE DEPARTMENT Until Inspected and Approved b , he BUilding inspector. Burner 6Street No. . E R EVE F E S I D E Smoke.Det. �/ r ' '70 T 7e . ,Zor L,.0 dOver y Mass., yfja ATED APS\ �y' •! �.e� r.� ' 4 BOARIllOF HE ALTH y r r Food/Kitchen �s r Septic System THiFR��1���� TEAT... 1 t °.. .. � r � �, q_• �- � BUILDING INSPECTOR � r.: ' ?:�1. .1 f1.� llZl: skM .... .y :�Rh1.:aq...�• ..../ :1::!5t!7/. '.. �y. .r.. :P':z,f..�............... 1 Foundation has perini sign toy erect.......`.'. ' .+;. ......... buildings on 'd,. ..' L �.4:.. .' .K,. ... Rough .. i d '• �'.....i`.°.lw . . Chimney...........0 ier�.:A. ZA�5tdi ....... ........ proyiNil tl "nronacneptingthis permit;shall In every respectconform t4 that terms of the application on file in Final tf ia'f�fffi ey as to lid provisions of the-Ndes and B:y-:flaws.relating.to the Inspection, Alferation and,Construction of Bwldings M 1 �`ewti of Nortft Andover. VK+t' �!,s:d �°= f�ot. . °ASC -: PLUMBING INSPEC`FOR VIOL!ATIQW6f=(flifining or-11" Iding Regulations Voids ,this Permit. --.,; .. gh . .o - Ru � saw-,P. Fq �ERMIT EXPIRES IN 6 MONTHS 07 ELECTRIC INSPEC UNLESS CONSTRUCTION STARTS CONTROL �-.- CW:STRtTTI0N I { �a Service ................... ... .............. .....5....... ..r^,1r.. :rT.. BUILDING INSPECTOR Final Occupancy Permit Required t0 Occupy Building GAS INSPECTOR P Rough �,-Ti S�i'�®lsi� •`, , . Display. in a Conspic P��e On tte �t'81I �S --- O' Nab- Remove t N!o lr,k FI or 'C t3 . TO", Of DEP Until tnsect� rr Burner Street No. / A , SEE REVERSE SIDE ` , Smoke Det. �( t - ,NORTH �•�'�i J E Andover 011f Of t - CONTROL O No. CONSTRUCTION - - -_ O comic w- LA C doves, Mass., o �.ps RA-rEO 7 4 BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System • BUILDING INSPE .....:C�g�l1.�!s �. .�►.. THIS CERTIFIES THAT '. 0 .. ...Q/."kw.C�a�41,�w.��t�!V,...CctrQ.P """ .�.. Foundation has permission to erect.........N...&...O..a......'..>............... buildings on .APAP... . 0p1.47 .... Rough N to be occupied as........ �1Ttl�k......i ! 1. ...:. �* $.........:.................... ney provided that the person accepting this permit shall in every respect conform to the terms of the 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. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. 729-6.7V�� PERMIT EXPIRES IN 6 MONTH �l io 3 CONTROL ELEC AL IN ECTO UNLESS CONSTRUCTION STARTS ��, -- � � a $Of+ISTRi1C a IONRough cl/=ftAd - .................. ..................... .......®......................................................... Serviceoe BUILDING INSPECTOR Occupancy Permit Required to Occupy Building GAS INSPECTPR ug �14,7_U� �►�,. Display in a Conspicuous Place on the Premises — Do Not Remove y ` No Lathingor D Wall To Be Done FI EPARTMENT Until Inspected and Approved by the Building Inspector. Burner *w Street No. SEE REVERSE SIDE Smoke Det.0 I�;-d3-P 3�&Q s' �•yh e�.� o�Fc, tA— I M � E over .r 'P 31 4c t 0 VO 1 No. CONTROL 9 a 2+ 2-061 o �A dower, Mass.�rj COCMIC ORATED BOARD OF HEALTH PERMIT T Food/Kitchen Septic System • BUILDING INSPECTOR THIS CERTIFIES THAT.. .,.. . I�.�.G.. .. ' �. ...�w..�'�"'Z.�..... -i�+����n."...�!�!-•..... Foundation has permission to erect.......�0.gp.h............ buildings on .. ,. 1R, ,�Afi .. .-- �r , Rough to be occupied as....... 44t.A ........!�� � UTI .' �. ` i.�?� ... .. ....... ..... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the 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. PLUMBING INSP, CTQR VIOLATION of the Zoning or.Building Regulations Voids this Permit. ou 6_-`^o�lL�•.� PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION STARTS ELE IC �PECT �'R�@�IlNTROL d�l Service ' BUILDING INSPECTOR Ile Final 6 �D .�3 Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — .Do Not Remove 1 tom- '0� L No Lathingor Wall To Be Done Dry Dry FIA DEPARTIviPNT Until Inspected and Approved by the Building Inspector. Burner J 9 (�•S . �r.+. 0,7��22,�. Street No.J � Smoke Det. SEE REVERSE SIDE 1 ` �� NORTH n 9 U Y �scl+uatl L (C CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 198 0&6-02) Date o t.x;c-s TMS CERTIFIES THAT THE BUILDING LOCATED ON al,2o C��ek ulf �¢�V%- LTLn�+� MAY BE OCCUPIED AS 1 G IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACH110SETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. CERTIFICATE ISSUED TO "yM en (:}Z al?amyL as " t s...-M" Sn�a�T" ADDRESS N o 2Rd %n6a C)O ASM Building Inspector I :� �; � � ,,. �.. .� " s h � • � F , 1 1 1 r � � 1 , � i fl ' .. ' . ! .1 t S .i , . ,, E. e iAORTPy ® ® $ 1L _ o _ = Cc over, Mass., LA 7 A°RATED BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System _ BUILDING INSPECTOR THIS CERTIFIES THAT.'— ...:.... .......:....... - Foundation has permission to erect.........: buildings on ........ :.::p:'....:. . "....^ .:;;.......#.x?. ..................... Rough to be occupied as...............................ti....A...a...... .e.. .....%....:.a..4s..�.:..:..a"...... a :e.. ° ......... .�......... ... Chimne provided that the person accepting this permit shill lin eve respect conform to the terms of the lication on file in S6 0� v P P P g P every P PP Finale this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Const_ructlon of I Buildings in the Town of North Andover. PLUMBING IN" VIOLATION of the Zoning or Building Regulations Voids this Permit. °ugh PERMIT EXPIRES IN 6 MONTHS n Ln UNLESS CONSTRUCTION STARTS Q ELECTRICAL SPEC O/R kY . N Service ...................... ............... .............::BUILY)ING 1,NStrE�TOR Final _ Occupancy Permit Required to Occupy Building GAS INSPECTOR ,� Rough 3 Display in a Conspicuous Place on the Premises — Do Not;:Remove r No Lathing or Dry. Wall To Be Done �sFIRE �x. Until Ins ected and A roved b ¢:the Buildin9Ins ector,- f DEPARTMENT P PP r P Bumer '• Street No. s ,S FE R E V E FSS E��SIDE smoke Det. o t.• y h4 # of ogwo zA# �SSNCHM115o CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER. Building Permit Number 264 (11-12-2002 Date: Sept 9, 2003 TIIIS CERTIFIES THAT THE BUILDING LOCATED ON 210 Chickering Road —Bldg#2 Kittredge Crossing MAY BE OCCUPIED/USE AS 40B—28 Unit Dwe&g IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. 102-108401-2089301-308 CERTIFICATE ISSUED TO Terra Properties,LLC 231 Sutton Street North Andover MA 01845 Building Inspector .. ' �, 1 f 3 t^V �- } -_.`: � .• tel• r' �:� �� r' : T .. C ,e• CONTROL N�. do - 17 V. Wh T over, ass., .r etc .:o • •_ a %d RATED x D OF YIE r _ BOAR ALTH ( Food/Kitchen f z r Septic System n BUILDING INSPECTOR TW1S f�tit~T6Fi �S TIAT.... . �: : . .i�.. `1.- ►-s>.w .° .....! ►. .�k. R3 ...:- -rl�.t,c ..�...f, „ ` ... Foundation has per Chimney to'erect:...:.. . . ' .r� buildings ons.�..-..E.t .:',�...s�, . - . * r..:�. . -- '..� Rough • ... . ... g to beach iad¢�as �. :A. � !. �w *. l..:w�tr:�st'�:e ..A� 3�'a�tY/�. �. 1 .r. pFovitloc Phar teran accepting tfiis permit hall in every respectycor►form to ttte terms of:the application on file in Final �,. tills ofhc t ..... provisions of fho Codes and by-Laws relating;to'the tnspecfion, Altor tion and Construction of , Building�sx ti b' T w .of North:hdover. - A. �!` . ''" "`} PLUMBING INSPEC'T'OR 04 VIOLAI`It �l of tho tonin or Buiidin Re uiations Volds.this Permit. rs d . �. fes., • •. S g 9 g. .s F,. �° z.� _ Rough _ • ]PERMIT EXPIRES IN 6 MONTHS ELECTRIC INSPEC - UNLESS CONSTRUCTION STARTS CONTROL �— cW?srR I Jt�Tio�l l9d.3 .............................. . ....... .....\.......... ,.hrt.. .......... .............:.:..... Service BUILDING INSPECTOR Final , OCCU a Permit Required to Occupy Building GAS INSPECTOR •, Rough ��i S�iyBlfi�-P ,.. Display rn a Conspos :Pte�e oneo � -- �o Not. Remove t F /� RE FI DEP �► Until tnscte � tespoor. Burner .. 7_ . . ,...,. (, + Street No. Smoky Det. SEE REVERSE SIDE � •'� , . f .,.. OANM Of over � cYti o CONTROL o L.r ^ dovero Mass., 72 , A00ATED P �S S H � BOARD OF HEALTH PERMIT T Food/Kitchen Septic System THIS CERTIFIES THAT T,« k s: °.a. ��° , � r Wit . fr° � BUILDING INSPECTOR ..•,:................................. .,. . ................................ ........� ......... Foundation has permission to erect...... ........................ buildings on ......... .:......... 'a:ftbs�:.- . .. .':.�*i: ...................... Rough to be occupied as................. .�.._. >..`..:.� ..�A.?tin:Ati./.:;• '..:' ,� `1 .... ......... Chimne U provided that the person accepting this permit s6il in every respect conform to the terms of the application on file in Fina1z C6 07 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. PLUMBING INE1 CT VIOLATION of the Zoning or Building Regulations Voids this,Permit. ough 03 PERMIT EXPIRES IN 6 MONTHS njG3 UNLESS CONSTRUCTION STARTS oL ELECTRICAL INSPEC O ' °�... -..,;..-' .�;.,.......................... Service .......... ........... ...... ....................... • ... P .... ✓V BUILDING INSPECTOR Final lS� Occupancy Permit Required t0 Occupy Building GAS INSPECTOR Rough 3 Display in a Conspicuous Place on the Premises — Do Not Remove 1 14 No Lathing or Dry (Nall To Be Done Until Inspected and Approved by�the Building Inspector. FIRE DEPARTMENT .r` Burner Street No. � /� :SEE REVERSE SIDE Smoke Det. U/ /// xAORTH YA-4. E Town of Andover Z&S CONTROL No. CONSTRUCTION y - . o,�A13 ?6CAM ORATED o�„,�� over, Mass., 7 RA P 5 .9S TED 1 G BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System . _ BUILDING INSPE THIS CERTIFIES THAT....'TURl !!.'R.. ' ' '!R's.0. • ,C. ...Q.�°! ' # 014f ,t .�l�lV�..�,Gt�2.P•........ F - oundation �c has permission to erect. ... o . buildings on .,P.� � - r�l,�',� Rough to be occupied as p .........��.......�I.!�.5..�.....I. ed!..�..�'.11�11��•.....Nro�+t�N.�.�.�A�.............................. ney provided that the person accepting this permit shall in every respect conform to the terms of the 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. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. ug �Oe 7=2k-G3 PERMIT EXPIRES IN 6 MONTHS CONTROL ELEC AL IN ECTOI v UNLESS CONSTRUCTION STARTS sT�uc�i� ��C', Pp, �""� • it d f��or ; .................. Service BUILDING INSPECTOR j� /`��� .Occupancy Permit Required t0 Occupy Building GAS INSPECTOR' Display in a Conspicuous Place on the Premises — Do Not Remove y ` No Lathingor D Wall To Be Done � FI EPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE smoke Det.() k ,a-a3-03"'�a S� �yh G'.i 0 X 11-23-0-T AtRyll �" dJ OINNMOf over P � J* ♦ O ti_ S..fin. No. Z4 refs Z+ 2.061 0� cot�,��� cover, Mass.A69M &lL 1 ADRATED PP�\y,�C S H : E BOARD OF HEALTH PERMIT T , D Food/Kitchen Septic System • BUILDING INSPECTOR THIS.CERTIFIES THAT i ' QFN � G�o!�rat ,, . ,.I,�.Cr.. • •••• Foundation has permission to erect.......wo.gph............ buildings on .. .. �tl, I.11?¢.. ' �.- ,....• Rough to be occupied as4,�.. ....... A ...... ..�M�1..��.1...�'. T� . :�.e .' �.�.:.^�.� .. Chimney provided that the person accepting this permit shall in every respect.conform to the terms of the 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. PLUMBING INST'CTQR VIOLATION of the Zoning or Building Regulations Voids this Permit. �L,-•.� PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION STARTS C €�I'�3ELE IC IN PELT UCTION � �I. ou � � � . Service. _ BUILDING INSPECTOR � � ° � Final vZm Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove I W No Lathing or Dry Wall To Be Done FIR DEPARTMENT Until Inspected and Approved by the Building Inspector,, Burner Street No SEE REVERSE SIDE Smoke Det. I \�j Town of North Andover � �► Building Department ,��.SY� � Fg s `� I •h R 27 Charles Street , North Andover, Massachusetts 01845 _ (978) 688-9545 Fax(978) 688-9542 �� COGNICH{WKM ppR'4T$A p.PRy,(� �CHU APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION ADDRESS 1!i P_,✓I r1td LOT NUMBER SUBDIVISIONQ�G U' SSl n DATE REQUEST FILED DATE READY FOR INSPECTION TEN (10)DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED IALL WORK AND SIGN-OFF'S MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE-INSPECTION FEE OF TWENTY-FIVE($25.)DOLLARS WILL BE CHARGED IF THE S 1 7DO N MEET ALL APPLICABLE CODES. SIGNATURECIAL USE ONLY ROUTING D.P.W. -WATER METER O k- DATE -6 -03 D_P:W. MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO THE INSPECTION REQUEST DATE. SIG ATURE/ AUTHORIZATION s Jul 30 03 10: 21a NORTH ANDOVER 9786889542 p, 2 CONTROL CONSTRUCTION - SECTION 116.0 M.S.B.C. CERTIFICATE OF ENGINEERINGIARCHITECTURE BUILDING INSPECTOR TOWN OF NORTH ANDOVER 27 CHARLES STREET NORTH ANDOVER MA 01845 GENTLEMEN: w a A-c-H , HEREBY CERTIFY THAT THE BUILDING CONSTRUCTED AT 4 DOES CONFORM IN ALL RESPECTS TOTHE M�&ACHUSETTS STATE BUILDING CODE AND APPLICABLE FEDERAL REGUALTIONS FOR THE FOLLOWING: ED AUTHORIZED SIGNATURE: gn DATE: REGISTRATION: prj '� of 0 � I NOTE: ENGINEER "WET STAMP" MUST BE AFFIXED TO THIS FORM Control Conetruction.doc revised 2001 Jul 30 03 10: 21a NORTH ANDOVER 9786809542 p. 2 CONTROL CONSTRUCTION - SECTION 116.0 M.S.B.C. CERTIFICATE OF ENGINEERINGIARCHITECTURE BUILDING INSPECTOR TOWN OF NORTH ANDOVER 27 CHARLES STREET NORTH ANDOVER MA 01845 GENTLEMEN: �IV KU pVJLEfl Cb I, 0 ss��� SRLEIKk�ou , HEREBY CERTIFY THAT THE BUILDING CONSTRUCTED AT �MMvh>�-rY e�►J-CE1� @ K�Z't��D6`E ---Q���1��R ti►3�R�Rn,-.� Ah1D OV E,jL , DOES CONFORM IN ALL RESPECTS TOTHE MASSACHUSETTS STATE BUILDING CODE AND APPLICABLE FEDERAL REGUALTIONS FOR THE FOLLOWING: �S`CRucTuR.�1L l�Rov�s�o��s euL`'C AUTHORIZED SIGNATURE: DAT HOSSEINou m REGISTRATION: 3 $3 6-+ 'RUCTURAL y No.38367 �• �QIST � NOTE: ENGINEER "WET STAMP" MUST BE AFFIXED TO THIS FORM Control Construction.doc revised 2001 I ��� �� r ,/k ��" i t a' �� I CONTROL CONSTRUCTION- SECTION 116.0 M.S.B.C. CERTIFICATE OF ENGINEERING/ARCHITECTURE BUILDING INSPECTOR TOWN OF NORTH ANDOVER 27 CHARLES STREET NORTH ANDOVER MA 01845 GENTLEMEN: I,MARK VINCELLO, HEREBY CERTIFY THAT THE KITTREDGE CROSSING COMMUNITY CENTER BUILDING ON ROUTE 125 IN NORTH ANDOVER MASSACHUSETTS TO THE BEST OF OUR KNOWLEDGE DOES CONFORM IN ALL RESPECTS TO THE MASSACHUSETTS STATE BUILDING CODE AND APPLICABLE FEDERAL REGULATIONS. AUTHORIZED SIGNATURE: C � �1i$'IfGtdCQ� DATE: REGISTRATION: NOTE: ENGINEER"WET STAMP" MUST BE AFFIXED TO THIS FORM. "Alk OF o MARKl� D VINCELL® No.35748 L � �� Of.NOHTW ti • O �=6`.` no`• OL ASSNCNUS CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH APO , Building Permit Number 264(11-12-2002 lute: Sept 9, 2003 TRIS CERTIFIES THAT THE BUILDING LOCATED ON 210 Chickering Road —Bldg#2 Kittredge Crossing 6011 MAY BE OCCUPIED/USE AS 40B—N Unit Dwelling IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. 102-108,201-2089301-308 CERTIFICATE ISSUED TO Terra Properties,LLC 231 Sutton Street North Andover MA 01845 Bui ding Inspector I Q ESQ oTlp of tea s q'4'O S+TRC"US CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 264 (11-12-2002 Date: Sept 9, 2003 THIS CERTIFIES THAT THE BUILDING LOCATED ON 210 Chickering Road —Bldia#2 Kittredize Crossing MAY BE OCCUPIED/USE AS 40B—28 Unit Dwelling, IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. 102-108,201-2089301-308 CERTIFICATE ISSUED TO Terra Properties,LLC 231 Sutton Street North Andover MA 01845 Bui ding Inspector PZ7 Almac Environmental August 29, 2003 A Division of Radon Resources, Inc. Radon,Indoor Air and Water Quality Mr. John Salizzoni Accurate Air, Inc. 140 Bouchard Street Manchester, NH 03103 Re: Humidity Readings for Building 2, Kittridge Crossing, Rte. 125, North Andover Ma. Dear John: As you know we measured temperature and humidity levels in the basement of this building on two occasions. We took our first readings on August 19, '21003 and again on August 29, 2003. During the interim time period it is my understanding that corrective measures were taken with the current HVAC system. The following are the readings for both sampling periods: August 19, 2003 August 29, 2003 Outside 80.5 degrees F 78.3 degrees F 57.6%humidity 47.6%humidity Electrical Room 76.3 degrees F 74.6 degrees F 80.9% humidity 47.3% humidity Near End of Hallway 78.2 degrees F 69.2 degrees F 76.4% humidity 61.0%humidity Far End of Hallway 76.7 degrees F 69.8% degrees F 74.2% humidity 58.2% humidity The work you.1 'ave dine has Haid off. I hone that this report meets with our _ Y requirements. Please let me know if there is anything else that your require. Z u for using the services of Almac Environmental. Paul H. MacDonald President Almac Environmental o P.O.Box 177 o Goffstown,N.H.03045 o 603-644-0010 o 800-927-2366 140 K.1 A" fir• _ J over CONTROL 0..= CMYRUCiIgK oLOC L, over Mass.; a V� i P *, r AaRATE D PPS; "� Q.i ea 4 4i ' 4 S ARD O BO F HEAL'T'H h Food/Kitchen f Septic System BUILDING INSPECTOR tH1B C f fiIlFf tW°AT. .l: '-: 1.. I�.. +'T'!�..:i,�s r.� fi.0 • '' Y .#��;. :►. .: R `.:-�� r ::.'.,. .. ./z:J".� .............. Foundation twos pefe[ission to erect........A.'.... , .....: buildings on ��. : ..�'!:? :�. ..,a: ��• .A.... r . .......... .:.......... n... Rough babe oo j"d . . Chimney pro�id �ta,; rot>I accepting;this permit hail in every respect confofm to the terms of the application on file in Final leis offs i � to h :pfovisions of the.:Codes and Cy-Taws relating to"the Inspection„ Alteration and Construction of Build�ng's7 "4'10 of North Andorrer. r'At • , ,�,�!; s r.: .�„, ?gy ' ' 'm.. ��7�'4�^ &/ p p 1" •' PLUMBING INSPEC'T'OR'.;. UI©tATllX*W0 >he honing or Building Regulations"Voids this Permit. ::r�, d >.: . • ,, �� .. Rough l�X S*k=u 'tMe•Ste.' 1�r 'z. J, .y r aa!P a - ER.MIT` EXPIRES IN 6 MONTHS (' ELECTRIC INSPEC UNLESS CONSTRUCTION STARTS cow-Rot �-- " ............ : .... •�.a�.. e. Service BUILDING INSPECTOR Final 0 re,1*J0 eq<. 49v- Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough e ��r S'iti'BG.?r�' ' Display` in a Cons, 1c, '" , on tl e to i , --� Do,, Not Remove . " No r a ox �� Win. K FI DEPART,N&Nf Until Ins ec#ed r � i �c by tiei� n : p. or, Burner Street No: _.. . Smoke Der. SEE1 REVERSE SIDE NORTy O V pit ' qT� � s p M { 4 + { 9SSgCHUS'a CERTIFICATE OF USE & OCCUPANCY NORTHTOWN OF Building Permit Number 2�-+(2I zy lZ001) Date tl.+v.- 03 THIS CERTIFIES THAT THE BUILDING,LOCATED ON 200 Gthc KCKi KtCr IZOArD $AWS 4t F3l.DCz {99 ReSiDe mAn.; )04o6l 04,,203,Zo 6 zo6�303,30� 3�,30�,3o�,3QD MAY BE OCCUPIED AS IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. CERTIFICATE ISSUED TO TB R RA PFO Pc RV eS,LLC- 7,3 1 LC7,31 SuTr'0N_ 7xc.�,T' E ADDRESS No2TH AcN r, veA,"A 6!8 y 5 Building Inspector KITTREDGE CROSSING UNIT TRANSFERS 2003-2004 Name Address Unit Bldg.# #BR Date of CO Close Date SalePrice TERRA PROPERTIES 190 Chickering Road Unit# 101 4 2 Est.6/04 Est. 7/1/04 $ 302 900.00 Anna and Daniel Bono 190 Chickedng Road Unit# 102 4 2 Est.6/04'Est. 7/1/04 $ 304,900.00 Carmen A. Coviello/Debra CmAello 190 Chickeflng Road Unit# 103 4 1 Est.6/04 Est. 7/1/04 $ 204,900.00 Kristen Adams 190 Chickedng Road Unit# 104 4 2 Est.6/04 Est. 7/1/04 $ 147,700.00 Hu O/Tammy O 190 Chickedng Road Unit# 105 4 21 Est.6/04 Est. 7/1/04 . $ 147,700.00 Ryan Polley 190 Chickeft Road Unit# 106 4 1 Est.6/04 Est. 7/1/04 $ 269,900.00 Edward Galante and Angie Galante 190 Chickedng Road Unit# 107 4 2 Est.6/04 Est. 7/1/04 $ 274,900.00 Erik Olson&Rachel Byars 190 Chickeft Road Unit# 108 4 2 Est.6/04 Est. 7/1/04 $ 274,900.00 Timothy and Susan Mullen 190 Chickeft Road Unit# 109 4 2 Est.6/04 Est. 7/1/04 $ 147,700.00 Robert Burns 190 Chicke6ng Road Unit# 110 4 1 Est.6/04 Est. 7/1/04 $ 254,900.00 Thomas T.Donovan 190 Chickedng Road Unit# 111 4 11 Est.6/04 Est. 7/1/04 $ 204,900.00 Ellen Patterson 190 Chickedng Road Unit# 112 4 2 Est.6/04 Est. 7/1/04 $ 269,900.00 Robert B. Gould 190 Chickeft Road Unit# 113 4 2 Est.6/04 Est. 7/1/04 $ 289 900.00 Grace Ddnkwater 190 Chickedng Road Unit# 114 4 2 Est.6/04 Est. 7/1/04 $ 289,900.00 Peter Hersom/Gloria Kaysan 190 Chickedng Road Unit# 201 4 2 Est.6/04 Est. 7/1/04 $ 289,900.00 Steven Ramirez/Yani orn Ramirez 190 Chickering Road Unit# 202 4 2 Est.6/04 Est. 7/1/04 $ 289,900.00 Susan Tom kins 190 ChickeNng Road Unit# 203 4 11 Est.6/04 Est. 7/1/04 $ 135,200.00 Christian McVey 190 Chickedng Road Unit# 204 4 2 Est.6/04 Est. 7/1/04 $ 269,900.00 Janet M.Msumba 190 Chickedng Road Unit# 205 4 1 Est.6/04 Est. 7/1/04 $ 264,900.00 Barbara McFadden 190 Chickedng Road Unit# 206 4 2 Est.6/04 Est. 7/1/04 $ 279,900.00 Erin Caffrey 190 Chickedma Road Unit# 207 4 2 Est.6/04 Est. 7/1/04 $ 147,700.00 Jason Gaunt and Sara Gaunt 190 Chickedng Road Unit# 208 4 2 Est.6/04 Est. 7/1/04 $ 289,900.00 Ronald Kravit 190 Chickedng Road Unit# 209 4 21 Est.6/04 Est. 7/1/04 $ 289,900.00 Karin&Fred Heller 190 Chickedng Road Unit# 210 4 1 Est.6/04 Est. 7/1%04 $ 269,900.00 Timothy McGuire 190 Chickedng Road Unit# 211 4 1 Est.6/04 Est. 7/1/04 $ 135,200.00 Chanes J.and Elizabeth G.Wirtz 190 Chickedna Road Unit# 212 4 2 Est.6/04 Est. 7/1/04 $ 289,900.00 Melissa Cook/Jean L. Cook 190 Chickering Road Unit# 2131 4 2 Est.6/04 Est. 7/1/04 $ 294,900.00 Edward V. Seero/Jean Seero 190 Chickedng Road Unit-i 214 4 2 Est.6/04 Est. 7/1/04 $ 294,900.00 Tara A.Teich 190 Chickedng Road Unit# 301 4 21 Est.6/04 Est. 7/1/04 $ 312,900.00 Judith A. Giamberardino/Peter F. Giamberardino 190 Chickedng Road Unit# 302 4 2 Est.6/04 Est. 7/1/04 $ 307 900.00 Eva Condurelli 190 Chickering Road Unit# 303 4 1 Est.6/04 Est. 7/1/04 $ 135,200.00 Karen Maffucci 190 Chickedng Road Unit# 304 4 2 Est.6/04 Est. 7/1/04 $ 279,900.00 Michele O'Donnell/John O'Donnell 190 Chickering Road Unit#1305 4 1 Est.6/04 Est.7/1/04 $ 274,900.00 Simon Cheung 190 Chickering Road Unit# 306 4 1 Est.6/04 Est. 7/1/04 $ 289,900.00 James W. Keenan/Ma I. Keenan 190 Chickedng Road Unit# 307 4 21 Est.6/04 Est. 7/1/04 $ 289,900.00 Maria Karatzas 190 Chickedng Road Unit# 308 4 2 Est.6/04 Est. 7/1/04 $ 289,900.00 Gabriel Ochoa/Mada Ochoa 190 Chickedng Road Unit# 309 4 2 Est.6/04 Est. 7/1/04 $ 147,700.00 Barbara A.Haar 190 Chickedng Road Unit# 3101 4 2 Est,6/04 Est. 7/1/04 $ 289,900.00 Debra Lewandowski 190 Chickedng Road Unit# 311 4 1 Est.6/04 Est. 7/1/04 $ 209,900.00 Ahmad M. Raad 190 Chickedng Road Unit# 312 4 1 Est.6/04 Est. 7/1/04 $ 284,900.00 Mary C.Hamiiton 190 Chickedng Road Unit# 313 41 21 Est.6/041 Est. 7/1/04 1 $ 312,900.00 Diana Roix 190 Chickering Road Unit# 314 41 21 Est,6/041 Est. 7/1/04 $ 307,900.00 KITTREDGE CROSSING UNIT TRANSFERS 2003-2004 Name Address Unit Bldg.# #BR Date of CO Close Date Sale Price Edwin Tober and Maria Tober 180 Chickering Road Unit# 101 1 2 1/30/04 2/25/04 $ 257 900.00 Robert L.Harrington and Catherine A. Harrington, Trustee of Hardngton Reatty Trust 180 Chickedng Road Unit# 102 1 2 1/30/04 1/27/04 $ 259 900.00 Walter Ribeck 180 Chickedng Road Unit# 103 1 1 1/30/04 2/17/04 $ 189 900.00 Janice Putnam 180 Chickering Road Unit# 1041 1 21 1/30/04 2/12/04 $ 147,700.00 Chan kook Yang 180 Chickering Road Unit# 105 1 2 1/30/04 5/15/04 $ 147,700.00 Luciano Ricci 180 ChickerIng Road Unit# 106 1 1 1/30/04 1/30/04 $ 247,900.00 Virginia Henderson 180 Chickering Road Unit# 107 1 1 1/30/04 1/30/04 $ 244,900.00 Bethany Traficante 180 Chickedng Road Unit# 108 1 2 1/30/04 2/4/04 $ 147 700.00 Stella Gottlieb 180 Chickering Road Unit#1 109 1 1 1/30/04 2/9/04 $ 135,200.00 Spiro Ka oulas 180 ChickerIng Road Unit# 110 1 21 1/30/04 2/2/04 $ 254,900.00 TERRA PROPERTIES 180 ChickerIng Road LIM# 111 1 2 1/30/04 2/1/04 $ 257,900.00 Marie Ferra uto 180 Chickering Road Unit# 112 1 2 1/30/04 2/4/04 $ 264,900.00 Paula Ferruolo and Albert Ferruolo 180 Chickedng Road Unit# 201 1 2 1/30/04 1/30/04 $ 267,900.00 Thomas G. Rosebach and Andrea B. Rosebach 180 Chickedng Road Unit# 202 1 2 1/30/04 1/28/04 $ 272,900.00 James C. and Kaela Hennessey 180 Chickedng Road Unit# 203 1 1 1/30/04 1/30/04 $ 209,900.00 Maria Brucato 180 Chickering Road Unit# 204 1 21 1/30/04 2/6/04 $ 147,700.00 Rhonda Duddy 180 Chickedng Road Unit* 205 1 2 1/30/04 1/28/04 $ 147,700.00 Inge Krugley 180 Chickering Road Unit# 206 1 1 1/30/04 1/30/04 $ 274,900.00 Elizabeth J. Rose 180 Chickering Road Unit* 207 1 1 1/30/04 2/19/04 $ 249,900.00 Raymond Boucher and Francine Boucher 180 Chickering Road Unit# 208 1 2 1/30/04 1/30/04 $ 147,700.00 Janice Orlando 180 Chickering Road Unit# 209 1 1 1/30/04 2/5/04 $ 135,200.00 Patti Torrid 180 Chickering Road Unit# 210 1 1 1/30/04 1/27/04 $ 254,900.00 Amanda Farkas and Louis Farkas 180 Chickering Road Unit* 211 1 2 1/30/04 1/28/04 $ 274,900.00 Kathleen and Christopher Pierce 180 Chickering Road Unit# 212 1 2 1/30/04 2/13/04 $ 279,900.00 . Vincent Arone and Maria A.Arone 180 ChickeringRoad Unit# 301 1 2 1/30/04 1/29/04 $ 284,900.00 ;' Phyllis Stone 180 Chickerin Road Unit# 302 1 2 1/30/04 4/8/04 $ 309,900.00 Michaela Blaney180 ChickeringRoad Unit# 303 1 1 1/30/04 2/3/04 $ 135,200.00 Joe Levis 180 ChickeringRoad Unit# 304 1 2 1/30/04 2/2/04 $ 274,900.00 Alice O'Reilly 180 Chickedng Road Unit# 305 1 2 1/30/04 1/29/04 $ 269,900.00 Equity International, Inc. 180 ChickerIng Road Unit# 306 1 1 1/30/04 2/4/04 $ 264,900.00 Steven Kelley 180 Chickering Road Unit# 307 1 2 1/30/04 1/30/04 $ 147,700.00 John N. Bornholdt and Virginia S. Bornholdt 180 ChickerIng Road Unit# 308 1 2 1/30/04 2/6/04 $ 274,900.00 Harold Baum and Jane Gianino 180 Chickering Road Unit# 309 1 1 1/30/04 1/28/04 $ 199,900.00 Nicollette Pappas 180 Chickedng Road Unit# 310 1 1 1/30/04 $ 269,900.00 Joan Torrey 1180 Chickering Road Unit# 3111 1 21 1/30/04 1/27/041 $ 287 900.00 Deborah Feitovic 1180 Chickedng Road Unit# 3121 11 21 1/30/04 2/2/041 $ 277,900.00 KITTREDGE CROSSING UNIT TRANSFERS 2003-2004 Name Address Unit Bldg.# #BR Date of CO Close Date Sale Price John Thompson 200 Chickering Road Unit# 101 3 2 11/20/03 11/19/03 $ 254,900.00 Dionesia Nikolouzos/Christopher Cifra 200 Chickering Road - Unit# 102 3 2 11/20/03 11/14/03 $ 249,900.00 Christopher Long 200 Chickering Road Unit 103 3 1 11/20/03 2/12/04 $ 135,200.00 Christopher Cherverie/Sheila McGoldrick 200 Chickering Road Unit# 104 3 2 11/20/03 1/26/04 $ 219,900.00 Bette Mancuso 200 Chickering Road Unit# 105 3 1 11/20/03 2/26/04 $ 219,900.00 Marc Perry 200 Chickering Road Unit# 106 3 1 11/20/03 12/22/03 $ 135,200.00 Leo E.Lafond, Sr. 200 Chickering Road Unit# 107 3 21 11/20/03 12/8/03 $ 147,700.00 Patricia A.Driscoll/Robert J.Driscoll 200 Chickering Road Unit# 108 3 21 11/20/03 11/24/03 $ 249,900.00 TALK Realty Trust-Mary Laudani 200 Chickering Road Unit# 201 3 2 11/20/03 12/5/03 $ 249,900.00 Donna M.Stott 200 Chickering Road Unit# 2021 3 2 11/20/03 11/21/03 $ 249,900.00 Helen Eaton 200 Chickering Road Unit# 203 3 1 11/20/03 12/5/04 $ 135,200.00 Gary K.Auyeung and Grace Y. Fung 200 Chickering Road Unit# 204 3 2 11/20/03 11/21/03 $ 147,700.00 Michaela Ristuccia 200 Chickering Road Unit# 205 3 1 11/20/03 11/20/03 $ 239,900.00 Thomas Mahoney/Teresa Mahoney 200 Chickering Road Unit# 206 3 1 11/20/03 11/25/03 $ 179,900.00 Wendy Wadsworth/Marsha Pliakas(Resold) 200 Chickering Road Unit# 207 3 21 11/20/03 11/25/03 $ 249,900.00 Catherine M. Farren 200 Chickering Road Unit# 208 3 2 11/20/03 11/24/03 $ 259,900.00 Karen Commella 200 Chickering Road Unit# 301 3 2 11/20/03 11/14/03 $ 269,900.00 Jeffrey Leonard/Mary Angelic Gangoy(Resold) 200 Chickering Road Unit# 302 3 2 11/20/03 11/26/03 $ 259,900.00 Nancy Ordman 200 Chickering Road Unit# 303 3 1 11/20/03 11/21/03 $ 189,900.00 Terra Properties 200 Chickering Road Unit# 304 3 2 11/20/03 11/15/04 $ 147,700.00 Mary Joyce and Kevin Fulcher 200 Chickering Road I Unit#13051 31 21 11/20/03 2/6/04 $ 147,700.00 Laurie E.Mahoney 200 Chickering Road Unit# 306 3 1 11/20/03 11/21/03 $ 189,900.00 Jaime Avarez 200 Chickering Road Unit# 3071 3 21 11/20/03 12/8/03 $ 259,900.00 Maria Teresa Mendez 1200 Chickering Road Unit# 3081 3 21 11/20/03 11/17/03 $ 274,900.00 f MTTREDGE CROSSING UNIT TRANSFERS 2003-2004 Name Address Unit Bldg.# #BR Date of CO Close Date Sale Price Viola Salafia/John Salafia 210 Chickeiing Road Unft# 101 2 2 9/9/03 9/16/03 $ 269 900.00 Phyllis A. Roberts 210 Chickeiing Road Unit# 102 2 2 9/9/03 9/12/03 $ 229,900.00 Irene McEvoy 210 Chickedng Road Unit# 103 2 1 9/9/03 10/28/03 $ 135,200.00 Cheryl.R. Foster/John T.Bour os 210 Chickerina Road Unft# 104 2 2 9/9/03 9/29/03 $ 219,900.00 Guy Bardascino 210 Chickeflng Road Unit# 105 2 11 9/9/03 2/20/04 $ 219 900.00 Dan Retelle 210 Chickedna Road Unit# 106 2 - 1 9/9/03 9/19/03 $ 135,200.00 Donald Moulden/SyMa Moulden 210 Chickedng Road Unft# 107 2 2 9/9/03 9/25/03 $ 147 700.00 Barbara M. Shedock 210 Chickedng Road Untt# 108 2 2 9/9/03 924/03 $ 229 900.00 Mary Ellen O'Connor 210 Chickeiing Road Unit# 201 . 2 2 9/9/03 9/16/03 $ 239 900.00 Dina Cottone Lynch 210 Chickedng Road Unft# 202 2 2 9/9/03 9/15/03 $ 239 900.00 Lisa Jensen 210 Chickedng Road Unft# 2031 2 11 9/9/03 11/7/03 $ 135,200.00 TERRA PROPERTIES 210 Chickedng Road Unft# 204 2 2 9/9/03 9/15/03 $ 147 700.00 Lawrence J. Scola/Louise Scola 210 Chickedng Road Unit# 205 2 1 9/9/03 9/12/03 $ 229,900.00 Grace Pettondo 210 Chickeflng Road Unit# 206 2 1 9/9/03 9/12/03 $ 179 900.00 Beatrice M.Walsh 210 Chickedna Road Unit# 207 2 2 9/9/03 9/12/03 $ 239 900.00 Geoff P.O'Donoghue/Mary T. O'Donoghue 210 Chickedng Road Unit# 208 2 2 9/9/03 922/03 $ 239 900.00 Silvia A raps 210 Chickedng Road Unit# 301 2 21 9/9/03 9/17/03 $ 259,900.00 Donna M.Yameen 210 Chickefing Road Unit# 302 2 2 9/9/03 9/12/03 $ 249,900.00 Andrew Sinnott 210 Chickedng Road Unit# 303 2 1 9/9/03 9/15/03 $ 189,900.00 Olien Lu and Angel Alba 210 Chickeflng Road Unit# 304 2 2 9/9/03 1022/03 $ 147,700.00 Donna Ann Dolan 210 Chickeiing Road Unit# 305 2 2 9/9/03 9/30/03 $ 147 700.00 Rebecca Tonello 210 Chickedna Road 1Unft# 3061 2 1 9/9/03 9/16/03 $ 189 900.00 Roger Collins/Bea Collins Resold 210 Chickedng Road jUnft# 3071- 2 2 9/9/03 929/03 $ 249 900.00 Chdsto her J.Maroun 1210 Chickeiing Road I Unit#13081 21 21 9/9/03 9/12/03 $ 259,900.00 N"ECEIVED TOWN OF NORTH ANDOVERL 200 BUILDING DEPARTMENT 3 0 2 APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING BQMDING PE a xfl DATE ISSUED. Al fieL SIGNATURE: _�. Building Commissioner/I for of Buildings Date SECTION 1-SITE INFORMATION Z 1.1 Property Address: 1.2 Assessors Map and Parcel Number: O _ 4(e l�Jar�tzl + rt�a Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: 270 '768 114G 41 3nm District Pr osed Use �6 BUILDING SETBACKS ft '�� s Fronto ft Front Yard Side Yard Required Provide Rear Yard R 'red EWA. ded 'red Provided water $ 1.3. Flood Zone taformation:upplyI�LGLC.40. '34) 1.8 Sdic ❑ Private ❑ I Zone outside FlMvnie' ( ❑ Disposal System 11—. S rJ� On Site Disposal System p SON 2—PROPERTY OWNERSHIP/,AUTHORIZED AGENT i:wner of Record rn I7 'T w&i V1LLAC /moi-P�/Tg3S� f� j ILCt7t ne(Print) ' — Address for Service. iature Telephone owner of Record: me Print Address for Service: Z itureTele hone rn TION 3-CONSTRUCTION SERVICES icensed Construction Supervisor: 90 Fj7� licable ❑ ed Construction Supervisor. O,7Nat{ O� icense Number. O 7 o - ZZ Expiration Date ire Telephone � - ,is tered Home Improvement Contractor Not Applicable ❑ v cy Name Registration Number TelenhnnP Expiration Date t a^ SECTION 4-WORKERS COMPENSATION(M G.L. C 152 § 25c(6) 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.perrinit. Signed affidavit Attached 'Yes:. 140'. 0 SECTION 5 Descri tion of Proposed Work check all applicable) New Construction ❑ Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. Demolition Other ❑ Specify Brief Description of Proposed Work: MMat'mo0 j > 12 .N- OF 1 r x Zy t C��R C-?E Wi TZ loth 1=c �,ia�riO�J o SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be ","001CLAL USE ONV. Completed b_y permit'applicant 1. Building �Fy (a) Building Permit Fee �,ZL�• Multiplier- 2 Electrical (b) Estimated Total Cost of Construction 3 Plumbing Building Permit fee(a) x (b) 4 Mechanical HVAC) # 3d 5 Fire Protection 6 Total .(1+2+3+4+5) 1 ZC , �� Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT L ,as Owner/Authorized Agent of subject property Hereby authorki to act on My beIativ5.tS7xrork authorized by this building permit application. Signature of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT DEC JARATION VA ,as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief / �ditl P' Pri m I Signat Date 1.1111 Hill 111111111111 1111polls NO OF STORIES SIZE t �x2e BASEMENTOR SLAB SLE OF FLOOR TIMBERS 1 2ND 3RL SPAM` � D__ II✓NSIONS OF SILL..c l-JA DLMENSIONS OF POSTS n� DUMENSIONS OF GIRDERS IIE[GHT OF FOUNDATION THICKNESS "JA SIZE OF FOOT 4,G X MATERIAL OF CHIIv NTY IS BLUDLN'G ON SOLID OR FIILED LAND SOW'D IS BLR.LDDIG.CONNECTED TO NATURAL GAS LLNE No Y C �..v••-.I 1I1�trr f f E7da Townof �� Andover Lr) lo.Z 6S 0 1L N * !F +F dog er, Mass., f BOAKD OF HEALTH PER1mVm11T TO - I Lw& iF Pood;�<Lc.:n Seati4 S.ntcn HULDPtG IV�EC fY�R is t:ERnFIES r permission to eras...... .............bafldmgson.. .... �..1 .... I'x gh ]9occupied es........!alv.�.�. ....''.'...��� ��'.gr..... �?f�.�".!���.�9........................... 'Clr'r.,ncg, ivlded Vw the person accepting this permit shag In every respect conform to toe terms of the application on fib in Rnsi s office,and to the p►avialons of the Codes and SyLews rekdog to the Inspection,Alieratlon and Construction of v ildinge In the sown of North Andover. PLLISBSKt;INSPECTOR RATION of the Zoning or Building Regulations Vaids this PermO. L—Ra-u cn PERMIT EXPIRES LN 6 MONTHS UM_ESS COSTRUCTION STARTS ELECMCAL INSPECTOR Raigh ���................... ............_....._.._........,....,.............._...... rcvtt BULDWO,L`IBPECT4R anal , Occupmicy Permit Required to Occupy Building GAS JrnPbcroR Rtr:,�h Display In a Gonspicuous dace on the Premises -- Do Not Remove R,8, No Lathing or Dry Wali To Be Done FIRE DEPARTM ,%r Until inspected and Approved by the Building Inspector. . as3WAL� a�,� • , ic-eer Nc. SEE REVERSE SIDE `mekeDet J N 6 N N Oi O F TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH RU DING M OTHER THAN A ONE OR TWO FAMILY DWELLING ce r .: c.e4'2'.'a'' 1; 'p'a MS Sewnn 1}OQ Off9Cloll SSC BUILDING PERMIT NUMBER: 4 DATE ISSUED: ` Z_ Ft , a 'Lad3 z `i SIGNATURE: C24 Buildin Commissioner/1or of BuildingsDate p, ( x 7- .> { 1.1 Property Address 1.2 Assessors Map and Parcel Number. ZOO C�k% KJEKit-�G RoA> /06 ( Map Number Parcel Number I. 1.3 Zoning Information: 1.4. Property Dimensions: v $� K5F Qs Nous t N& 275, 82,1 al- 3yG_2 7 Zonis District Proposed Use Lot Areas Frontage ft 1.6 BUILDING SETBACKS(ft) (gvK.D/N 4 4(j?) M Front Yard Side Yard Rear Yard rt Recpimd Provide Required Provided Required Provided KAd Zone Information: 1.8 Sew } 1.7 Water Supply M.G.L.C.40. 54) erage Disposal System: l Public a- Private ❑ Zone Outside Flood Zone aF- Municipal On Site Disposal System ❑ 2.1 Owner of Record T2Q.9 lkOPEe 776S LL C 23/ •SUTraty -Sitof N Aa�oyE,c O G Jame(Print) Address for Service 971- 697- 6?-Do rrl Signature Telephone f 2.2 Authorized Agent O?ECN�E Co�v 7a2vGno•� Grnep. //. <oQp�e.4 DQl v� �EGraon�7 Ni✓ Gl3LZ v Z ( Name Print Address for Service: 4 6o3-S2 7 9 09 o Si Telephone z Z 90 3.1 Licensed Construction Supervisor Not Applicable ❑ ..4 v _ nAw eS oZ�SZ � AddressLO License Number Licen Con ction Su sor. ( o �- _.._.______ Expiration Date Si re Telephone r ,)5YRegistered'Homelnprov t Contractor Not Applicable ❑ Company Name Registration Number m r dress r . Expiration Date Z Signature Telephone Y Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Si ned affidavit Attached Yea.......❑ No. ....❑ IEC)t 1IQ1+Y 5 I�Rffi >4DIA .1?D6d ` 3hSi1€ B0>f �lE. 5.1 Registered Architect: FAC.w RED Ai?�yJ� Name: 55 '/V 1!1 1= YEE - "'S"[' t--1^T T L E T O h1 " A . 014-CC) iso. 9085 w Address BOSTON, � f py MASS. �J Li, 9'7fS, - 4 6Co Signature Telephone y OF 5 2 Rsber+e> )1�r�tST ;f1t � 1��SS��N SALE NKKOIJ� Area of.Responsibility. Name: STR,o LT og-AL 01.1,F-� Au l U Maj �O�iSMOy N h;��\ 03 8o I Registration Number Address: 11563- -433- 8 63 9 X 7-05 Expiration Date Signature Total Not applicable ❑ Name: Registration Number Address Signature Telephone Expiration Date Name Area of Responsibility i Address Registration Number I Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Not Applicable ❑ Compannv Name: e,vOSy P7kO- Responsible in Charge of Construction I 'i New Construction 'J�- Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition El Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: II��TeGdL C f1N37�ve17oi-a e.- 50Lp-iw)6 # —3 - 2YyviT (fowov Fuse-osNa USE GROUP Check as applicable) CONSTRUCTION TYPE A Assembly 0 A-1 ❑ A-2 0 A-3 ❑ IA 0 A4 ❑ A-5 ❑ IB 0 B Business ❑ 2A 0 C Educational 0 213 0 F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard 0 3A 0 IInstitutional ❑ I-1 ❑ 1-2 ❑ I-3 ❑ 3B �. M Mercantile, 0 4 ❑ R residential ❑ R-1 pmr— R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ii S-/ Xwfe wowrO.vc 5B ❑ U Utility ❑ Specify M Mixed Use ❑ Specify: 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 I 6AJB..!®,ty T Floor Area per Floors aOSe �F Total Areas Total Height ft •_S 6RswE ��`� MW M 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 C� �sr as Owner of the subject property Hereby authorize ���G�G/ E (fU/V-57ZVG7)" ��pe��,y to act on ^y behalf, in all matters relative two work authorized by this building permit application Signature of erg/' Date / Nil as Owner/Authorized Agent Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury n� Print Name Signature of %Kvne#Agent D e Item Estimated Cost(Dollars)to bef Awa Completed by permit' applicant �,_�F� � i 1. Building l (a) Building Permit Fee z33Z Opo Multiplier 3 2 Electrical (b) Estimated Total Cost of /39j32,0 Construction from(6) 3 Plumbing 22 8 coo Building Permit fee (a)x(b) 4 Mechanical(HVAC) 12 741 -3oO 5 Fire Protection Z 6 Total (1+2+3+4+5) Check Number �.R4 rJ;'�� T �r:.: �r ik.:R�.9�..,.,���+. hT�i�S.�V)�iS:+� *;��:�A i' r�,'t. ,•a`�'`,��hlS Ig;.. 'k�r;4#,r� ;d,� ..7'S ',;:1. r'. .•�,,.,.�.t�.�.� •,ryr'...5''•�t .}.�,g7•+=.gxt r�,. a.i $>..:w''.: ....4 hc,,C�-' > 3� ,! },.. :. *^z, ti. ,..: j:r+`r kz"..!,1 ,,•r':S ;4u��^.....x.. tY4 S,:,F...s+Yr4 r. e ixr�r'ti. 'Sts:,3t.}- ergs. x. u =� � .�,u�} {'.,� 4 r�'`" a ,i�^•'a;r f 1•�'� y ?�`e,�;-:• �,�';lkyi.t �.nS r'�"� �; .:2�1�. .�`z 1{,t,{ a ";F3 '�.:�-?f'd< t 'sf �Cr t:'�'.3.�, ?; �i"`'� *zb � F ?k � -wF '�.� �� :�,�S'b .,�7�,�. . 5�.•R• r'����4,k^� t �.-,y 1zs� K.��,�.}�ti�'., � Y�.st.Wj"'�.Fk�i2r ti,. NO.OF STORIES 3 SIZE BASEMENT OR SLAB I SIZE OF FLOOR TIlvIBERS 4 ^ 1� 2ND 3RD SPAN / /tom/-� . J�l�ave. Sic aT DEMENSIONS OF SILLS DEMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION PAZ 1,63 10 Z a THICKNESS /Z r� SIZE OF FOOTING 1—A-3 - Av6 x MATERIAL OF CHIMNEY 14 LSE c.Hi-y d IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE es � �F��� �t vo7a»r,✓,��: S;`�"�r� .a?..'r �.�a Z� � £s'4y `X�'�'�a�r�or+a`xa., f�v- yr>4 : z t . .t' < S n��x � ��saa .�^n,y �, rte& h � ��.?3$# 3'*� 3�""J��s' ✓, 7 a I • :� .. : .,.._. .,,-.,�.w; .�-..x..�zz� <.:._z�N ..���� �'.;s�i8`�"� _ s,e�-�` ���x-'�..y��j�3' KC, '"r�'a.+ mG.;fi-a.� r"" 3 e