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Miscellaneous - 200 CHICKERING ROAD 4/30/2018 (7)
\� Q6 Please Reply to: P.O. Box 1526 • Littleton, MA 01460 • (978) 486-9877 • Fax (978) 952-2408 Memorandum To, From: Date: Subject: Dear Mr. Nicetta, Robert Nicetta Robert Vorbach January 28, 2004 ADA Access It is my understanding that your office received an inquiry relative to the slope of the exterior walks at the Kittredge Crossing project. While I am not the engineer of record for the site design, I have performed an investigation relative to the code requirements attributable to ramps. A ramp is defined under the applicable codes as a surface having a slope greater than 5% (1:20). The slope of the sidewalk adjacent to the western entrance to building #1 is less than 5%, and, accordingly, does not meet the criteria for a ramp. It is also my understanding that the developers are installing a railing that will prevent inadvertent falls from the edge of the sidewalk. Thank you. ED Vo.9� w BOSTON, MASS. J tq OF Robert Vorbach Architect Concord Lumber Littleton Lumber Littleton Millwork Kitchen Works 126 Lowell Road, Concord, MA 55 White Street, Littleton, MA 2 Omega Way, Littleton, MA 69 Great Road, Acton, MA Sent By: West Environmental, Inc.; 603-659-0418; Jul -18-03 10:56AM; Page 10/10 M West Environmental, jnc• 122 Most Road Lee, NH 03824 (603)659-0416 fax: (603)659-0418 ENVIRONMENTAL MONITOR REPORT Project [D: Kitt ridge-Crossing� lnspeetios Date: Permit File #� MADEP 242-1111 WLI *: 02-108MA Client: Terra Properties �"� � M �^ iso r ; Phoae. 978-327-6540 raw •978 Contact: E-r+stina-Miai - i -327-6544 Ale,'- Loth Site Contractor Name: Dumont Construction Office: 978-649-7358 SEN ply- R;;.-1 Gti,.l ds ( rpv on Stet e,% 111 0 3> Contractor Interaction: es �a���r« T �c�o.�,�.-c ted► SeC-jP4L op Silt Fence Status: Rt%•-VO-CA Clean Out Required: (es) Repair Required: e-a�� Dewatering: Acti Water Clarity: t�a tAa�--.r 1SS.3e 5 — ftGa, A n.e✓-d.e A Last Rain Event: &% V&'\ %-: t. Slope Stabilization Status: Lr'cZs be�r•1c�.rSt\� Photos Taken: ro Comments: Tr -k e A Location: '�c\ �ce�• rc� r �� vs �, Location: R VeS o.►>� �.. S •QLL i®acttV)e d r o ct rs %t -L. — r-rGZ '�dl` t! •^t �p Z c K z� Std�M�r!► 104t - 640^t -4 '�3 . \ d � •• J o fug. ✓.tA a...d -71 eros�o�- a micas.,. -c 5. w-.-jS�- Ori 1D �5t� i'^ ��/'r p� 1✓r �' ta.� "t• Cr' 6p1 �t. V�.S� C'I J� � i �r c e b ern � •. d '$ ., � \ d � �9 -1� _ ( as p rr Sent By: West Environmental, Inc.; 603-659-0418; Jul -18-03 10:56AM; Page 9110 West Environmental, Inc, 122 Mast Road. Lae, NH 03824 a (603)659-0416 fax: (603)659-0418 EO ENVIRONMENTAL MONITOR REPORT Project ID: Kittridge Crossing Permit File 0: MADEP 242-1111 Client: Terra Properties Contact: Site Contractor Name: Dumont Construction wq Mathew. - K -e -I G.Va % d 5 Contractor Interaction: YieS Silt Fence Status: Q ►,e o*"Qa. Clean Out Required: t4o15 1 Repair Required: YAS Ir Inspection Date: %/ 11 f Q WE[ M: 02-108MA F-^`1' 1 0v4ar : A." -v, Phone: 978-327-6540 Fax: 978-327-6544 Office: 978-649-7358 j �n N Q. R� � � v� �, ✓ Vim. �.+� � O' i..ocstion: � Location: Dewatering:f % Active Inactive Water Clarity: S0 N`e_ djA/b j.c�`. k/ Last Rain Event: -71t 1 6.5 (- i U. c W S, Slope Stabilization Status: C> (vim 06�'cU G"" Photos Taken: I,/&� , Comments: j cswev �a S rk S 0 -c Q S 1u R,4^ cQ va p ami d -D �Q o--Pj� , S A- iO Sent By: West EnvironmOntal, Inc.; 603-659-0418; Jul -18-03 10:56AM; West En"11013p1eDtal, Inc. 122 Mast Road Lee, NH 03824 Q (603)659-0416 fax: (603)659-0418 ENVIRONMENTAL MONITOR REPORT. EN ro Projec�[D: �Kittrid�ge.C�rossing ["Wd" Dote: 16 Page 8110 Permit Rile ti: MADEP 242.1111 WEI 6: 02.408MA E,n-4. *46.,A%r -.EN1� CY�zs� Client: Tors Properties Pboae: 978-327-6540 Contact.-C-64"iaa.A4+pieueei- Pa$.- 979-327-6544 A \ 4.,L L -a4 % Site Contractor Name: Dumont. Construction Office: 978-649.7358 "S hfathew R C.y,, � ds Contractor Interaction: Yzs S�.sk� �1 frr 2�k h�<tz fir,,, k zkcd •f�n2} tto^k- n� sc'- t3 � 6�... q✓e.at�ec� -y f�.zF �res�� Silt Pence Status: Ste' Uj\ dk kjLk 1 AA- , z c �.z11or1« zS cc a} d Clean Out Required:yts th+c �•2 > tion: �Qk -ie '-'^ "k 2 a— dL t'k \S � �,. k "� `a e 1\ Repair Required: ��. ^�-� St � t Pe^ yes ".^ or LJL -- t -'-, k ^ o� 50���. S�� o� 6 'e.�e ded Dewatering: Active Inactive Lc.v� d,��c'��, o.. Water Clarity:{ d�`� a, k, 4, � 1 1-110 t?2Ik tr C\?-, -� %Ss.?C 5 Ae v 1-k kJ Last Rain Event: Slope Stabilization Status: Lo,� , 1-0%\,2! Photos Taken:„\ i .,t °` d ^.moi c.L es Comments: Se -w L-;, � -e I1�:. b 3 V 1- e..•.. p M S 2,r CA lJ•"i� i n^ par, of Q r us o.,� IC O^N s+2Lokl-z�c ;a�cz h�s�.• *kN\.nd� r da ;- 'Lt �r ti� . t. \o = < <n d e. \'t —A , C,,._ Sent By: West Environmental, Inc.; 603-659-0418; Jul -18-03 10:56AM; West Envireementsi, Jac. 122 Mast Road Lee, NH 03824 O .(603)659-0416 fax: (603)659-04 18 ENVIRONMENTAL MONIT01t REpOIRT 1[Pr:'0je:Ct �[D:- Kit�ge Crossii Permit File #: MADEP 242.1111 Client: Terra Properties Page 7/10 IRSPOCOW Date: c b } 03 WEI P: 02-108MA Pho4e: 978-327-6540 Contact: I' ax t 978.327-654A Site Contractor Name: Dumont Construction Office: 978-649-7358 Greg Motheip "I Contractor Interaction: No Arr,- d S% 4 P ^^ Silt Pence Status: R 0r CA- , A �I z .fib:\e � Clean Out Required: ED O Repair Required: Qes) Dewatering: T-� Proy c -k Water Clarity: do kA ?--Ver Last Rain Event: Active 6 t� a C-► t.r- ),1 WL �UAh: Ats pie — dtic�ss a cl 01 Inactive 4(-a %SS Je. Z� 1 Slope Stabilization Status: CC.^k'— .3t .}-o g+ -c L 1 Lc arc e St1 �� , o:. �t se cd 4 •�rl c.� Photos 'Taken: \ d t--A.,r v- .,,.+� z � cs e. � -�✓: t 1 es Comments: O -F�.^ ,�o i^ 62, c- to CAP 4* r—� ( S�-zb�lt2� }-to,r.� -- �,✓,�3�-. �o�.•M,... � sex_dt... i 1 f t r -k coo -.pwe �� !> S�-e o•� Sent By: West Environmental, Inc.; 603-659-0418; Jul -18-03 10:55AM; Page 6/10 11 West Environmental, Inc. 122 Mast Road Lee, NH 03824 O (603)659-0416 fax: (603)559-0418 ENVIRONMENTAL MONITOR REPORT Project IR: Kittri a Crossing Io'pecbos Date: Permit File 4: MgUEP 242-1111 t WEI M: 02-108MA Client: Terra Pr opertics I'0otte; 978-327-6540 Contact:6 Fax: 978-327-6544 F11-e„c 1,,at.�►, � Site Contractor Name: Dumont Construction Office: 978-649-7358 aA \des Contractor Interaction: ins 'T'z 1 K� d 1 E�n�e �1 1 ` .a �� Cy,�\ds � N d s o S re�tecc t,.�� �rtz.,� Ge'f ' Silt Fence Status: �.e�..�orc,.a� ai Mcf-'e- SStv..' Clean Out Required: yes Repair Required: eS Loentioa: qs r��- d•sc ,, s s «t Dewatering: Active H • an of 1Dt�afe✓,... h z•S g} � 1liaetlVe water Clari h s caonAr?.�ItrJ1 ' �ccedea Last Rain Event: , ,a.\\ t ►Aco••� �.. tet.. t•-�� CA 1 Slope StapiliZ'a tion Status: ca,•k , •• , �� s\ 2�� \ , r,«' �Q CCAt%r.fA..% %Az.\\ 4 Photos Taken: d�) Comments: Q 14 eV ,a1 r 1'f t..•k 6e..�Z o4 0ia.. G��. V, Q 0 �P� �m.a .•.ski act cJ + � O aJk. A4t.r ? d J: ��•• r ct-*.A_ �. d elr�s�s 2lre.L beh�.►d `$v.(�.q 4k 1 Sent By: West Environmental, Inc.; 603-659-0418; Jul -18-03 10:55AM; Page 5/10 West Environmental, Inc. 122 Mast Road Lee, NH 03824 O (603)659-0416 fax: (603)659-0418 AN Ust ENVIRONMENTAL, MONITOR REPORT Project ID: Kittridge Crossing Inspection Date: sI Z7 I o 3 Permit File N: MADEP 242.1111 WEI N: 02-108MA Gh�• M1oh��or : f�tr1� Unts i Client: Terra Properties Pbope: 978-327-6S40 Rax: 978.327-6544 Contact: -Civi 3261 so f9fillic1=9 �11ar� Loth Site Contractor Name: Dumont Construction Office: 978-649-7358 --pr4og etite'w. Ra -1 d s.. , Rosa el�c�-•FIs �s thi E�ros�o^ (,bn�.o� Contractor Interaction: Silt Fence Status: 1e• arest �' hz.� b=lis �y �tctrwS zf� Clean Out Required: yes Repair Required: ye_s Dewatering: CAttive Qi, t10.1L3e✓.�• 6a' J At-C.CA O -d _ ♦4 --WE Water Clarity: s4K dei- , &.' � as h o Oc4ef, +c�.. e A Last Rain Event: Location: S*-4%0e.va r c+st •- ,-•� ov-%ks X' -'k a k\ \- Ve.at„!L Location: +�s ���-d►as��ss��►. ,AJ �oJa r1► c�•o� s Inactive r e�e.�•N.1 Slope Stabilization Status: C.o.a\ �� .► t �o s\ �ba1a 2� %,mos %" ft*aIT\...� M12�� 4 Sa�� favi. ��.n�1. �� S�A_A 4 .r•J1c%- Photos Taken: y� Comments: O Sec d «�+�� Ct"` d �S� �.rb< cA 2�C 2 �e �r 6rc e.. (Le,IJ o c s 1 ,~ f �`vJ�oa d 0 V .A t•. Wa.Xt x. A dt+eQ�S�e.- te�a� mQ �`.\�rzE.o•.• e,iC, z -- 5o.re 1�leed 6`ro��� �5 raet(e�a ree r.ceI w�1, rk�-t %-- %-:. 1AX 1 \ 4b ov} \!.V �-t "j,• f� � re r....� f� J ray . "•� aS r.,n•...-,, Jcf.� c\e 'L 'A Sent By: West Environmental, Inc.; 603-659-0418; Jul -18-03 10:55AM; West Environmental, Inc. 122 Mast Road Lee, NH 03824 O (603)659-0416 fax: (603)659-0418 ENVIRONMENTAL MONITOR REPORT Project [D: Kittridge Crossing Permit Fife t!: MADEP 242-1111 Client: Terra Properties Contact: Pt\c.,c„ Lo44-% Site Contractor Name: Dumont Construction Contractor Interaction: Inspection Date: 5-12-11 0 3 Page 4110 WEI M: 02-108MA E-," \j Au-Attor : E.�rl� CSn2►st Phone:. 978-327-6540 Fail: 978-327-6544 Office: 978-649-7358 p Era, $\a.. C.k*.krp\ 10\r� �trSOr. Slit Fence Status: R Clean Out Required: Gi) Location; Repair Required: `lam Location; `--"` "4 . Qewat er %w Aetuve Inactive 1l d 'Ae.ke \ 64edkreLkc d 4 o brc.k. e� d�+ei^}_ U-, b Water Clarity �-�kvrt. +jr10'a4A d Last Rain Event: Slope Stabilization Status: C_O^*,,%. 4L-- 4-. zr-- bct.,xt.,r rtkc.r \r, wz\\ 1 sw\\ i a-. t.,u� \.�1 sir 0%, Photos Taken: alb), Comments: i '&at- e,e.Co'...r.•�...de.� part Jc���,\� �p �.�,\ C�e✓\t-S S e CJ re v,,M1.P^WA A+e^ V s : F as � Skor �a�. art lot- rc. t fit. -4P d{ sat de d 44^: (Oath de_�e^4r o;-. "'r't-1 S�t�Ji f 4slC1� b-&-.";' C-e.,�a StCjre aF- S o►�c fa, ?I t. e4Pre d► •+o Erne oA"O aA s/ Sent By: West Environmental, Inc.; 603-659-0418; Jul -18-03 10:55AM; Page 3/10 w"M West Environlnlentni, inc. 122 Mast Road Lee, NH 03824 (603)659-0416 fax: (603)659-0418 ENVIRONMENTAL MONITOR DEPORT Project ID: Kittridge Crossing Permit File #: MADEP 242.1111 Client: Terra Properties Contact: A I c,- I_o t b+ lnspeedon Date: 5 f , -Ao -.& WE[ M: 02-109MA �d rJlo•►�t o Ear\.c Cts Zs -k. Phone: 978.327-6540 Fax: 978-327-6544 Site Contractor Name: Dumont Construction Office: 978-649.7358 Rat Com.\ds. a* o* 19)2.11o3 Contractor lnttteraction: ,e -g ,��} ' ' ° ( k ss kea �.il�jId IV O� %J ►Cpl j c�1sOJ�Sp_Ck I t'vr� In �\�Jz�.o,� rJ e 2 Colt d4, 1. � Silt Fence Status: lZe.��o���. o, 1... ,lbz\e—S s rice -ss zr 1 Clean Out Required: y 3 Repair Required: �s Dewatering: Active -Z+ 0-&s d►.Lc.drd o c V'S Water Clarity 1 Location: L. rtT�l�fwA Ilselis% 4 4#14` "FtrnG� Location: A� d1,���ss•�ca S%A a ^' Reactive bC btY....s. .i►t\\ (tre..cv� •�.\\<ot,. ..�, S}otia- 1-J%rb'dlf-.l noGd �n lac \ �.+J,. deP��sslo�+ z>E .aal�A Last Rain Event: Slope Stabilization Status: -� az\\ a 5"\'ko�.s•. KAON$- - .�\ Scud 4k V-1 III � Photos Taken: yes Comments: 4 0 ,p\ i Cc. O•�.\d.�� fit- l d b0 -C (A zea �� .•a_�� }4 o\7Se, r•J1 -J 'x , t d� \\ 'J4 a.- d►�SLashecA e: r Sent By: West Environmental, Inc.; 603-659-0418; Jul -18-03 10:54AM; West Environmental, Inc. 122 Mast Road Lee, NH 03824 (603)659-0416 fax: (603)659-0418 161 o1� ENVIRONMENTAL MONITOR REPORT Project ID: Kittridge Crossing Iuspeetion Date: f -jr/ 0 3 Permit File #: MADEP 242.1111 Client: Terra Properties Contact: A1e,c Ln1-1,N Page 2/10 WEI a: 02-108MA Fs,4. EZ. -It C.1,ts; Phone: 978-327-6540 Fax: 978-327-6544 Site Contractor Name: Dumont Construction Office: 978-649-7358 �t 1CwR rc S e 3' 21' o -S (fon t4tcyo15 is Contractor Intersection: � C,o��er r e Ge - �U►'f"r�c•1}'ionS V^�t �G,I O '^ ��SC.►5rs.ci J 1 1 Silt Fence Status: Ze.., R orc. �� hs.� lou lc.s V& es „♦ �� Clean Out Quired: /V a Location: Gonsr► rJ c} l a i }. J,l Repair Required: s �%-:bo V Z Dewatering: Active Water Clarity: +6 rclejc. t4O GIat, �I , o.. t'�. Last Rain Event: LrgN+ t -urn pn sill p--�. Slope Stabilization Status:, 4 re-c- r�LI�S an d S11+0+- I 1j+0 -I tA-- Ir+at -jdIn ft —0%1&. % e# 4%ee5$ Photos Taien: Comments: 'R►e. ��cbt de �e...� � e� r�oag�� s��4 > vJas C-*, a—' e1 W e 4-1t- J Oz rr. --,A 6 .+ r..,1 Gi-+e d\ A'�- A P A ite.nor�..•d��..j L.�.n�t. Mayo u1` Location: Inactive 6acK dt�e...��,�• �s�s.�• 41L N 6Q.}.3te^ <<. �z66e:.,A rCkaI - I. .J 11 C Z r -sit trrtc+e dl salty b ( N, e S F Wcat�r� pe., + a Q rc.A -nn d -0d rl--.+4J�..� ��•��hs F},�Jacc...� S1a�Q.g "%\\ \ww- P r• g r e r w - J +0 c.ro n e -f -r ^ s Sent By: West Environmental, Inc.; 603-659-0418; Jul -18-03 10:54AM; Q ENVIRONMENTAL 122 Mast Road, Suite 6, Lee, NH 03824 603-659-0416 ♦ Fax 603-659-0418 ♦ westenv@lobo-softwam.com FAX TRANSMISSION Date: 71 0 I G 3 Page 1/10 To: fl-6fea ri-jt-% Fax #: `�.I$ 21 s4z+ + A+t: 1 Ex Lo h . Phone#: From: far 1 c. Unzs e— West Environmental, Inc. Q D � .�• o., fi Co+��'t~ r � Leh e., � iR1 i-� : 1Z � .,� Ltn \ d► s Cc: N. Ar•�►oder C..onSer.1?�0� Lo•r..•., ss No. Pages Attached: AA*ar,"c6k Zf +` + v-,� Sl7 51 i3 � 8'21 � S( Z? 1 �� q 6 i 4� Z3 7� 7/14 d� d , r o.• Men �: !� or JUL-18-2003 11:36 GLSD MEMORANDUM TO: Robert Nicetta Building Commissioner Town of North Andover, MA. Fax #: 978-688-9542 FROM: Richard Weare Greater Lawrence Sanitary District 240 Charles Street North Andover, Mass, 01845 Tel. (978) 685-1612 506 685 7790 P.01i01 SUBJECT: CONSTRUCTION INSPECTION REPORT Greater Lawrence Sanitary District Riverside Pump Station Odor Control System Construction Report Number: 02 Date: Week ending 19 July 2003 Work On Site This Week: • Electricians installing new conduit in wet well side of pump station. • No work crew on Friday. TOTAL P.01 02/04/c"IiO-3 14:30 FAX 603 898 0202 LIBERTY ELECTRIC INC R001 JAAV. Oa; a5 '•' D) :.,mac: -_ :GNS- c- Co3= =- ;,, OFFICE OF BUILDING INSPECTOR y TOWN OF NORTH ANDOVER CONSIR ICTiON CONTROL - PROJECT NUMBER. PROJECt T1TLE: 1417-ral0*25 PROJECT LOCATION: 2O0 CHflCKE'cA') r- NAME OF BUILDING; Vy1-bjAf& # 3 NATURE OF PROJECT: H!/L r! �/Vxo G, INA RDA E WITHiCL Ile OF THE MASSACHUSETTS STATE BUILDING CODE, RErISTRATION NO.1 BEING A ReGISTERED PRORSS04a E INEE cHITLCN t1SREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPE=RVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONct W%NG, ENTIRE PROJECT Q ARCHITECTURAL. Q STRUCTURAL 0 wiCHANIcAI.1.1 FIRE PROTECTION Q ELECTRICAL OTHeR (SPECIE FOR THE ASOVS NAMEO PROJECT ANN THAT, TO THE 13ESTop W KNO4.-jdi , SUCH PTA S, COMPUTATIONS AND SPECIFICATIONS MEET `i tIE AppUC"AMR PROVISIC MLCIF THE MASSACHU Ts. _ STATE lS"NG COOS: ALL ACClrP BLE R 01tgEf`gIMC PRATICFS, - ARID APPLICABLE LAWS ANIS ORDINANCES FOR 1'8E PROPOSIED USE ANO OCCUPANCY, . I FURTMW CERTiFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND 0 EPREBENT ON THE CONSTRUCTION SI'T'E ON A REGULAR AND PE1440 1C BASIS TO DET WINE THAT THE WORK IS PftocEI=SING IN ACCORDANCE WIT) -i T % DOCUMENTS APPROVED FOR THE BUILDING PERMIT ANP SHALL 13E RESPGNSII$LE FOR THE FOLLOWING AS SPECIFIED IM SECTION 116,) I. Review, The confd mance to the da ign concept, shop drawings. samples and other "mittals which are submitted by the cmtrector IM accordande with the requiremarrts of the conMruc ion docurmnt$. 2. Review and approval of the qugdky eentmI procadtims for ati =derr+aquirsd cmtn: LIed m;darials. 3. Be pmeMat lntenreda apprapPiete to ft sfte of carmftumlidn to heemm, gwa y familiar with6the progrem amd quality of the work and to determine.: In general, if the wm* Is being patfeimed in a manner stent** the Conditram domarAts. PURSUANT TO SECTION 1 ia.2.2 I S14ALL SUBMIT WEEKLY, A PROGRESS REPORT TOCyMER 1NI'I`H PMnNENT COMMEWS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPL!`TiON OF THE WORK, I SHALL SLtSMa A FINAL REPORT AS TO T SATISFACTORY ZOMPLETION AND READINESS OF THE PRCJECT FOROCC AiVCY.-, . _. 41) $ N,E S!J I$ AND SWOR BEFORE ME TH18,94,DAy OF 213 MY COMMISSION EXPIRES if:OM : Orr -Cl CC CpN,TMJCTION FAX M0. :0�C► 5w5a red..e4 01:41r" r%1 PROJECT NUMBm' PRO ECT TITI lr, LE2111 PROJECT LOCATION:OJ 1�? � � • d"�+ 00 ft 0,11L NAME OF WILDING' NATURE Of PROJECT:�I IN AepoRDANCE WITH AM� 118 OF THE MASSACHUSETTS STATE BUILDING CCH BEING A REGISTERED PROFESSIONAL ENOWEEPIARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUIDMIRED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING; rwm PftOJEC:T 0 ARCHITECTURAL ® STRUCTURAL ® MECHANICAL Q FIRE PROTIECTION ELECTRICAL ® OTHER (SPECIM FOR THE ABOVE NAMED PROJECT AND THAT, TO THS BEST OF MY KNOWLEGE, SUCH PLANS. . COMPUTATIONS AND 9PECI19CATIONB MEET THE APPLICABLI_ PROVIt3K)N OF THE MASSACMUSMS STATE OWLDWO CODE, ALL A=EPTAI3l.E ENGINEF-MINO PRATICES. AND APPLICABLE LAW$ AND ORDINANUS FOR THE PROPOSER USE AND OCCUPANCY. I FURTHER CERTIFY THAT I MALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CoWRUCTION SITE ON A REGULAR AND PERIODIC RMIS TO DETE MINE THAT THE WORK IS PROC;EEE7ING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR TNS BUILDING PERMrr AND SHALL BE RESPONSISLE FOR Till= FOLLbV1003 AS Spt"CIFlig-D IN RECTION 195.0 1. Review, for conformance to tho d@@pn conoug, whop draMng% samples and ot�w submittals which are wbmltted by the contrulor in omrdarxe with the r iplriemwft of ttws Co Wsuction d=rnft 2. Review and approval of thg glalllry COMM PfONO S fnr all code•requimd controlled matWa':la 3. Be present at lntmW.$ ilpp l WO t*t* 01®onetWion to become, ganWWIIY familiar vAth6ft P am$ Ond WGINY of the work and to dowminik in gam, If the V ortc Ig being pwkmwd In a mamw consistent with the eenstruA m'1 daaumgnts. PURSUANT TO SECTION 118.2.2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO tHE NORTH ANOOM BUILDING INSPECTOR, UPON COMPLETION OF THE WOW, I SHALL SUBMIT A FINAL REPQRT AS TQ THE SAT18FACTORY COMPLerm AND READINESS OF THE PROJECT FOR OZR CY�Z- _20 SUBSCRIBED AND $WORM TO BEFORE ME rHf$ ©AY OF NOTARY PUBLIC MY GOMMi8510N FYQIfat=C bTZT TEb 209; 'ON XHd Td WH62:TT 2002 SO 'GDd 36IJ XINdOHd: WOdJ F OPECHif CONSTRUCTION CORPORATION August 5, 2002 Town of North Andover Attn: D. Robert Nicetta 27 Charles St North Andover, MA 01845 Re: Kittredge Crossing Dear Mr. Nicetta, I am supervising the design and construction drawings for the above project and will certify that the building will be in compliance with the following: 1. The American With Disabilities Act (ADA) and the Mass Building Code - 521 CMR as they apply to the project type and scope. 2. The Mass Building Code. 3. All plans will be completed in accordance with all applicable codes and be reviewed by licensed professionals in the fields of structural, mechanical, fire protection, electrical, and life safety. Sincerely, Robert Vorbach Architect AqC� o No. 9085 � 8MN• ia 11 CORPORATE DRIVE, BELMONT, NH 03220 PHONE (603) 527-9090 FAX (603) 527-9191 FEB -04-2003 12:02 FROM -CONCORD LABER REScheck Compliance Certificate ate Massachusetts Energy Code REScheckSo'ltwwe Version 33 ReWV,- i Data filename: A:110PCHEE-bldg7Z3.rck I TITLE: Kittredge Gassing .CITY: Andovcr STATE; Massachusetts HDD: 6322 CONSTMIiC ION TYPE: Multifamily HEATING SYSTEM TYPE: Other (Non -Electric Rcsistanoe) DATE: 01/()7/03 DATE Of PLANS: 5/28/02 PROJECT rnFORM#TION: Building 2 & 3 North Andover, MA COMPANY INFORIv1ATION: OnME Construction Corporation ll Corporate Drive Bohnont; NH 03220 603,527.9090 NOT ES- Based on: Therma-Tm Classic Praft Sidelite w/ Half Doorlite Paradigm Windows low E Artidemn Patio Door COWLIANCE. Passes Ma Unum UA = 22.54 Your Dome UA = 2174 3.5°/m Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Steel Frame, 16" ac.. Window 1: 'Wood Fri:Double ]Pane with Lmv-E ]boor 1; Solid Basement Wail 1: Soli&# :cr+ete or Masonry Wall height 9.5' Depth below grade: 8.5" 1-978-952-2408 T-005 P.002/008 F-595 Perndt Number Checked By/Datc Gross Glazing Arca or Cavity Cont. or Door Perimeter R. Value R -Value U -Factor C7A 9445 30.0 0.0 331 7738 13.0 0.0 519 2436 0.330 804 540 0.260 140 3028 0.0 10.8 163 FD AHyi cR/ FEB -04-2003 12:02 FROM -CONCORD LUMBER 1-978-952-2408 T-005 P.003/006 F-595 Insulation depth: 9.5' Floor l: Slab-On-Crtade:Unbeated 319 insulation depth: 4.0' Furnace 1; Forced Hm -Air, 78 AFUE 217 COMPLIANCE STATL7vMNT: The proposed building design descriW here is consistent with the building plans, specifications, and other calculations submitted with the perrWt application. The proposed building has been designed to meet the Massachusetts Energy Code requirements m REScheckVersion 3.5 Releasc I (iornierly MECchec4 and to comply with the mandatory requirements listed in the PLEScheckInspvdion Checklist. The heating load for �hjs building,, and the coding lead if appropriate, has been determined using the applicable Standard Design Conditions found in the Code- The HVAC equipment selected to beat or cool the building shall be no greater than 125% of the design load as specifwd iu Sections 780CUR 13111 and J4.4. Builder/Desigaicr _ Date RED AA�y/� Coll i. v� l� 0.85 BO N. MASS. /jy OF FEB -04-1003 12:03 FROM -CONCORD LUMBER REScheclCr Inspection Checklist Massachusetts Enelra Code RESeheckSoftware Vmion 3.5 Rdc= 1 DAIS; 01107/03 TITLE: Kittredge Crossing 1-978-952-2408 T-005 P.004/006 F-595 Ceiling; 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30,0 cavitf insulation Comnunts: Above -Gr ide Wadds: I. Wall 1: Steel Frame, 16" ox, IR, -15,0 cavity insulation Comments: Bw&-N ent Walls. L nt Base Wall 1: Solid Concrete or Masonry, 9.5' ht/8.5' bg/9.Y insul, R-l0.pcontinuous insulation Comments: Windows: 1, Window 1: Wood Frainc:Double pane with Low -E, C7 -factor: 0.330 For windows without labeled U-factofs, describe features,: 0 8azres Frame 1pe Thermal Break? L ) Yes comunents: Doors - 1. Door 1: Solid, U -factor: 0.260 Commew No Floor's; 1. Floor 1: Slab-On-CTmde:Unheated, 4,0' insolation depth, R-10.8 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at lest 4.0 ft. OR down to at least the bottom of the slab tb= horizontally for a total distance of 4.0 ft. Heating and Cooling Equipment: 1. Furnace 1: Forced I -lot Air, 78 AFLTE or higher Make and Modcl Number Air L,eaka Joints, pe trations, and all other such openings in the building envelope that ase sowces of air leakage must be scaled_ When installed in the building envelope, reQnsed lighting ftxtttres shall uteet one of the following requimrnents: 1. Type IC rated, inanubctured with no penetrations bctween the inside of Ane recessed fixwe and ceiling cavity and waled or Basketed to Prevent air leakage into tip unconditioned space. 2. Type IC rand, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0-944 Lts) air movement from the the conditioned space to the ceiling cavity. The Iighting fixture shall have been tooted at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. FEB -04-2003 12:01 FROM -CONCORD LUMBER 1-978-952-2408 T-005 P.005/006 F-595 Vapor 3t0ardcr: [ ] I Required on the warm -in -winter side of all non-ventW framed cuilistgs, walls, and floors. Materials >dentiftcation: Materials and equipment must be identified so that compliance can W determined. Mamsft bud er manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R -value& and glaring U -factors must be clearly marked on the building plans or specifications. Duct Insuloon: Ducts shall' be insulated per Table 74.4.7.1. Duct Construction - All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space. including stud bays or joist cavitiW- spaces used to transport air, shall be sealed using mastip and fibrous backing tape installed according to the nsanafacturer's installation instructioap. Mesh We may be tmtittcd where gaps, are less than 118 iuoh. Duct tape is not permitted. The HVAe si stein mast provide a means for balancing air and water systems. Temperaarre Controls: [ l I Thermostats are required for each dwelling unit (non -dwelling areas must have one thermostat for I each system orzone). A manual or automatic means to partially restrict or shut off the heating I and/or coving input to each room shall be provided_ I Electric Systems: [ j I Separate electric meters are required for each dwelling unit. j Beating 2l Cooling Equipment Sizing: [ ] I Rated outp[rt capacity of the lucatinglcooling system is not greater than 125% of the design load as specified iq Sections 780CM1t 1310 and J4.4. I Circulating got Water Systems: [ j I insulate circulating hot water pipes to the levels in Table 1. 1 { Swimming Fools: [ ] I All. heated swirnraing pools must nave an onloff beater switch and require a cover unless over 20% j of the heating energy is from non-depletablc sources, Pcol pumps require a time clock. ( { Heating 4ad-Coaling Piping I+nsulatiw- (. ] I F1VAC piping conveying fluids above 120 IF or chilled fluids below 55 °1t must be insulated to the I levels in Table 2. r�RED gACy�l e ti o. 5 BOS MASS. �J ��Ty OF MaSS� o FEB -04-2003 12:04 FROM -CONCORD LUMBER 1-978-952-2408 T-005 P.006/006 F-595 T4bte 1; Mini murn dnsUbaion Thiekne= fur 01'culaa+ng 1lot (rater Fps, Insulation Tluckncss in Cnchcs by pipe Sizes Heated Water Non-Circu atinz Runauts Circulating Mains and Ramouts Temperature to 1" y to 1.25" 1.3- to 2jr�er 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1,0 1.5 100-130 0.5 05 O.5 1.0 Table 2: Minimum �nsudadan 7kiekness jor HVAC es. Fluid Temp. Insulation Thick s in Inches by Bice Sizes Pipink Svslem LEI Range ( F)_ 2" ltunoum g and Less 1.25 to 2 �� Z.3 to 4 Beating Systems Low Paessurw7emperature 201250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 SW= Condcsmte (for ioW water) Any 1.0 1,0 1,5 2,0 Cooling systems Cliilted e4aW, Refiigerastt, 40-55 0,5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 15 1,5 NOTES TO 1ELD ,(Building Delpartu=t Use Only) v October 30, 2002 Mr. Tom Daigneault Opechee Construction Corporation 11 Corporate Drive Belmont, NH 03220 RE: STRUCTURAL PEER REVIEW FOUNDATION REVIEW - BUILDINGS `A', `B', `C' AND `D' KITTREDGE CROSSING ROUTE 125 - NORTH ANDOVER, MA (DEI Project No. D0738 - Billing Group 001) Dear Tom: Our firm was retained by Opechee Construction Corporation to conduct an independent struc- tural engineer review on the cast -in-place concrete foundation design for Buildings `A', `B', `C' and `D' in the above referenced project. The objective of this review being to determine if the structural plans and specifications for the foundations on the above 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 render an opinion regarding the stability and integrity of the primary foundation systems of the buildings. At no time shall it be construed that our office (Daigle Engi- neers, Inc.), the Structural Engineer Project Peer Reviewer, through this peer review, is supplant- ing, or joining with, the S.E.R. (structural engineer of record) in his or her professional responsi- bility for the design of the foundation systems for Buildings `A', B', `C' and `D' at the above refer- enced project. For our review, your firm provided us with the following structural drawings (bearing the wet seal and signature of the Structural Engineer of Record): Buildings `A' & `B': drawings No. S1 -AB through S7 -AB; Building `C': drawings No. S1 -C through SS -C; Building `D': drawings No. SI- D through S10 -D. These referenced drawings, as prepared by JSN Associates, Inc., of Ports- mouth, NH, had the date 05/07/02 in the title block and the hand written date of 10/29/02 on the P.E. seal (wet seal) and were. The Structural Engineer of Record (SER), Hossein Salehkhou, P.E., signed and wet sealed these documents. As stipulated in "Appendix I" of 780 CMR, our office performed the following tasks: Daigle Engineers, Inc. 1 East River Place Methuen, MA 01844-3818 978 682 1748 978 682 6421 fax www.daiglepe.com DEI ♦ 10/30/02 ♦ 325 PM ♦ ♦ D0739BGOO ILI 03002.doc 4 Page 1 oft Page 2 of 2 October 30, 2002 Structural Peer Review Mr. Tom Daigneault 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 general compliance with accepted engineering practice. 3. Checked that the organization of the structure is conceptually correct and that the load paths are adequate to deliver forces from the building frame to the foundations and into the supporting subgrade. 4. Performed independent calculations for a representative fraction of the foundation sys- tems, components and details, adequate to form a basis for our conclusions. During the course of our review of the foundation design, we exchanged correspondence with, and conferred directly by phone with Hossein Salehkhou, P.E., the SER, to request clarifications and to discuss issues of concern. All such issues of concern on the foundation design have been re- solved to our satisfaction. It is our professional opinion that the design loads and design assumptions used for the design of the building foundations on 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 (Hossein Salehkhou, P.E.) and the independent structural reviewing engineer (Daigle Engineers, Inc related to the building foundation design 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, DAIGLE ENGINEERS INC Donald L. Peach, M.S., P.E. (ext. 119) Senior Structural Engineer dpeach®daiglepe.com DLP/ d1p DEI ♦ 10/30/02 ♦ 3:25 PM ♦ ♦ D0738B0001L103002.doc ♦ Page 2 of 2 (I ONCHEE CONSTRUCTION CORPORATION 11 CORPORATE DRIVE BELMONT, NH 03220 PHONE (603) 527-9090 FAX (603) 527-9191 [LIETTIEM (DIF DATEJOB 2-.5'- o3 NO./DIVISION 62o,r ATTENTION I AQt /�' i cE 7Ti4 RE: lei r 7-rZ,rb&,C-- Q4 SZ7z1Jc7- %% v Fi T ELEG WE ARE SENDING YOU ttached ❑ Under separate cover via • Shop Drawings ❑ Submittals -Plans ❑ Copy of Letter ❑ Change Order ❑ ❑ Samples _ the following items ❑ Spec fications Copies Date No Description 3 Q4 SZ7z1Jc7- %% v Fi T ELEG 141US U 1r7Z! D �.2 1 PC2516 Ll ,no%o 4,ZRyeAviewt 61oze &De THESE ARE TRANSMITTED as checked below: '�Rfor approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ FOR BIDS DUE 20 REMARKS ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US I FROM 1 /AF I< W I L L IgMS SIGNED 0 PROJECT NUMBER: OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT TITLE: SS/NG PROJECT LOCATION: Zoo CFl/U{Eei,,)G 4 A)Oeiq 4,vhoyne H4 NAME OF BUILDING: '8U/LDI1'1z_ Z NATURE OF PROJECT: HULT!- IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, g2seeT S VaeB,4c tv REGISTRATION NO. 9 o ''bS BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT 0 FIRE PROTECTION n ARCHITECTURAL STRUCTURAL 0 MECHANICAL 0 ELECTRICAL. , OTHER.(SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. . AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals. which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with6the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPO TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING \; A J. V0,9 UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO H� Q SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCU gJ YNO. 9085 BOST N, O M .l SIGNA SUBSCRIBED AND SWORM TO BEFORE ME THIS iL U DAY OF ��� AST F0 NOTARY PUBLIC MY COMMISSION EXPIRES ma,,J, 28 loo OFFICE OF BUILDING INSPECTOR. a TOWN OF NORTH /ANDOVER 414° " " CONSTRUCTION CONTROL PROJECT NUMBER: PROJECT TITLE:i re' aCra5s jN PROJECT LOCATION: C+AL+/Vg �6j NAME OF BUILDING: -- i CL�H7 _l,t,) - 1 NATURE OF PROJECT:__`_ 11G Z IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, "o ssrajy,� REGISTRATION NO -383 LA BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ® ARCHITECTURAL STRUCTURAL MECHANICAL FIRE PROTECTION ® ELECTRICAL ® OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE., SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Be present at intervals appropriate to the stage of construction to,become, generally familiar with6the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OC .UPANCY. URE SUBSCRIBED AND S1ti'ORM TO BEFORE ME THIS DAY OFA. 20(0-)- NOTARY 0®2 NOTARY P LIC MY COMMISSION EXPIRES Mord-,;L8 PROJM-NiiMBLR: OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER COWRUCTIQN CONIROL PROJECT TITLE: K= TT'E R g -D&E �: �' USS► N ,_ PROJ)rL'T LOCATIUN: o�7C1 - CKIc.K � N.c-,- NAME OF BUILDING: NATURE OF PROJECT: WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, D.LZ- 2 Q N___ ---REGISTRATION BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT'l HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN FLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT Q ARCHITECTURAL 0 STRUCTURAL 0 MECHANICAL 0 FIRE PROTECTION ELECTRICAL ��OTHER(SPECIFY) PLum&NG ASD Gas -- FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWI.EGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS M5FT THIS APPLICABLE PROVISION OF THE WASSACHUSETT6 STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES, AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USF AND OCCUPANCY, I FURTHER CERTIFY THAT I $HALL PERFORM THE NECESSARY PROFESSIONAL, SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A RE©ULAR AND PERIODIC OASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVFQ FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS S' ECIFIED IN SECTION 118.0 1. Rev low, for conformance to the design concept, shop drawings, samples and other submittals. which are submitted by the contractor In accords nme with the reg6lrements of the construction documents. 2. Review and approval of the quality control procedures -for all code -required controlled materials. 3. Be present at intervals appropriator to the stage rf construction to become, genaraily familiar with6the progress and quallty of the work and to determine, In general, if the work is being performed in a manner canslstent'w(th the construction documents.`_.._ H�p 4 ti PURSUANT TO SECTION 116,2 2 1 SHALL SUBMIT WEEKLY , A PROGRESS REPOR JOEL «��, GUROON TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INS C7 r,tra�rcat 3192 { UPON COMPLETION OF THE WORK, I SHAI.L SUBMIT A FINAL. REPORT AS TO THEs� � SATiSp'ACTORY COMPLETION AND.READINESS OF THF PR0.15CT FOR O FANCY. y NATURE SRSCLIBffD AND SV\fORM TO DEFORE ME THis 3/ DAY OF n�n'r,s V 1�1 r r Fr MY (' MMISSIOIV EXPIRES OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTIO4 CONTROL 4 `4+ PROJECT NUMBER: PROJECT TITLE; K �TTR�DC,>r CROssi C� PROJECT LOCATION,.— NAME OCATION: NAME OF BUILD[ NATURE OF PROJEC 3 IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, AlAyQe 1), l/lNL&ZZ.a REGISTRATION NO, 3—HV BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT Q ARCHITECTURAL Q STRUCTURAL O MECHANICALS 'A -,kc Ion - FIRE PROTECTION ELECTRICAL OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BBST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES, AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR ANIS PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 118.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Be present at Intervals appropriate to the stage of construction to become, generally familiar wlth6the progress and quality of the work and to determine, In general, If the work is being performed in a manner consistent,Wth the construction documents. PURSUANT TO SECTION 116.2.2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BU01 ING INSPECTOR. UPON COMPLETION OF THE WORK, I SHAD. SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PR6JECT FoR � UPANCY SUBSCRIBED AND SWORM TO BEFORE ME THIS — DAY OF 6"t2 A E 20 03 KRISTEN UdDY, Notary Public _ _ My Commission Expires November 10, 2004 NO PUBLIC___ NIY COMMISSION EXPIRES M 01/28/2004 12:29 978-382-6473 MINCO CORP PAGE 01 MINCO CORPORATION- FAX COVER SHEET 231 Sutton Street phone (978) 687-6200 North Andover, MA 01845 f' fax (978) 682-6473 E-mail: minco@mincocorp.com Web Page: httr)://www.mincocoro.com To: Company: Fax Number: Date: From: No. of Pages (including cover sheet) Message: Qpnfidentiality Notice: The document(s) accompanying this fax contain confidential information, which is legally privileged_ The information Is intended only for the use of the Intended recipient named above. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of the telecopied information except in its direct delivery to the intended recipient named above is strictly prohibited, if you have received this fax In error, please notify us immediately by telephone to arrange for the return of the original documents to us. 011281'2004 12:29 978-682-6473 MINCO CORP � rL J� KITTRIDGE CROSSING 231 Sutton Street North Andover, MA 01845 January, 28, 2004 Mr. Robert Nicetta Building Commissioner 27 Charles Street North Andover, MA 01945 PAGE 02 I have verified with Opechee's architect that the entryway on the Westerly side of Building C does.conform to the ADA requirements and you will be receiving confirmation from him in writing. We now have the remaining building ready for occupancy and would request your inspection for occupancy permits at your earliest convenience. Bob, I .have a number of buyers who have mortgage rate locks that are due to expire on February 1, 2004, and some buyers who must vacate their current residences by the Februmry I" as well. As this date is approaching quickly, your assistant in this matter would be greatly appreciated. As always, thank you for your kind consideration in J:\p.ATA\WPFILES\Nonhpoint\Rcnnies\nicetta. itr Vinicucci, Jr.