Loading...
18 LORING AVE - BUILDING INSPECTION 4PL*N811tlSTIlEfRAWAND APfPROVEO By TW MPZ=M PWR W A_PE OU JWNR GRANTkD CITY OF SALEM Dab 9 L16Z Mir 6 mmic DYtdat?„ YM No iaeasior dF Is Pvwwn v Locom In ft Con mown AIM? YM No Permit to: BtIJNLDING PERMIT APPLICATION FOR: (Clyde whichever apply) Roof, Reroof, Install Siding�(� De*, Shod, Pool, dRe Repaiplaoe, Ofher a ACl�tl� //S PLEASE(FILL OUT LEGIBLY a COMPLETELY TO AVOID DELAYS IN PROCESSM TO THE INSPECTOR OF BUILDINGS: ' The u � hereby applies for a permit to build aocorcLig.to the following speomosnn r Owners Name L�/In4,� 4A-T 1,0&7- 2 9- OJcc Address d Phone ! ///o2Cj)6 /- o 197 1 7445—to 7ZG Architect's Name Address a Phone Po go Mechanics Name ) /to 6nti!57- ro .2zz C Address a Phone 31 Lew(4S' )eo omax- on zal /9V3 What Is*a prporr o1 k? Mat w d mednp7 it a dwalrq,for how m my wmmn? Wg kMdnp oaronn to bw Aanrrros? twsmrtad oort c ttr Lmm r =Apowt Lic. 0 Signatureo SIIDNED uNIDEER TIhw PENALTr' _ OE8CRIPTION OF WORK TO BE DONE aR PEaluar ©Vr jovcnrIP he7�A��1i�G GUoG�is 4 AUD100,3the /s lo- 6e -5�6nPa hu ovne lkl c / he Sams 41io6,17cb� Sorre'" 9rh MAIL PERMITTO: �!elc6 &'17sl`r pseo` � l9 07 APPLICATION FOR PERMT TO Cin� �e 'rs per 7��ti�lhrc,� G5 LOCATION PERMIT //GRANTED /�o�c9�19 �oed-VFD INSPECTOR OF BUILDINGS a p. LoepOrMWM b us at>r W ACCUeRN OJPat O/bWs*&*" 600 WaAbgom&raw aa�o1�MA 1?lll w1rlKwd�ssdw✓Ia Wo kwe Compmsadm manna Amdavitb Enitda /Cwft berg •mMen t iaaarmadiem lld.!hfiltl�lhi3! Name T7�1G'��o �N� Co, 7T�uc A�n7� aylq�'t Cbmk 1�t�grir.M'e-a ae.s l aa�.Aer ai t hM dM d�4 �x 1.@r;m:.s,eatptoj v� ft 7 [J'fh.YsAVWdw►OM=d 6. ❑Nweo.aa.elias mjplsyea (fa itl+�cr Ds�t-Bms} 1iaM a.As wddei meet i 7. Q'kemmw ft 2❑ Iamsdb po0eavapardea Heatmkaowvad=fart 1L [atemolifm alto ad111ve ao eotptorya. rmd��eaat�.�a p. E?bModl .b".r 1 COW. . e.myorsdO..rOtl. . lac Cl:Meg" aaWo. oMMI Imit�ti'araedMl ftdr o p i!>v lepdee of addilta.. 3.p II s-- -q>ra-dI�aR volt s 1p ld®� 11.Q Phubba npils or addMm mtWK Qiow�geel'om a ls;il(4�aiwfsrsas 12.0 Roofnpdm i..ea�oe jeq! +d l• aw*NL P 13 p C A1r r _� MOIL]- � NaaiaiWaiiaAlirlwlisa� iwk�`liiaaaila"momsRii�Arrlidea�oo� tCa�aWa.r1�wt tYDaa e•t■IdM�dlataai in��er■as dA�a..aar4naalfdr wad aaa�yo.4 ia�af+aala4 1'aw w wV'I9'w Aw bpwvAft swtna'arayasaarM damnmerJir aq aaydrya ddnr tr jlv p**wlJMi jib WWWM , baamamosC�ampprl f'�`c/�LcA�ll - 1�P�+�p�7ol�j fJWOVA9 Peft 0 of Sawim Lk v Rid DO. Ei 1Z Job siloAadM l g G021,u6 At c y ntpa sR/�� 0197D A1taeY a apP dtM wrt.n'cogmaatlom P�4 aeedratlam WM( tYe ptiq umber a.d data} Psome 10 aeeorepa, NP u n pixel maser Sac"25A o(UM a 114 on bW a do itlgos1.2 ofahobd poneMo of s A.e oP 10 St maoo mdAw awyear btpriao®ea4 m wt m M pembta In me Atrmofs V"WOM ORDER nd a tie. otop so MOO a ft apimrt ffs vbb ar. Be a&A d do a Dopy ofd&dsko3m nW be hnvmdad a fm Otllm of EwadgWm of fst=A Ibr i.urasos ewmp vaiAeaO s t/rAwrbCatj&-A-*A* ( ��prs�tr('x���/a�j'r6rrdr6gbwedmNrr/Mlr�+wit�mrw/ewtrr+at - Dale Offi t mm m* Aa AW«vdtr Er alb row,a k comrkMndip s*drow gokM C"ar T.M t'ar.UB3e 0 I niq AtaOw"(dress aata)s 1. bwd d Saft 3. BWWWa Ikps mal 3.CUyiT a.Ciert t 0eetrkd t.apee w s.mmpts0 Imspestw C O&W Camud 1pwww Paose/i Mam•ebaSM Geaed L,awra wPw l52 t-p' all moplayeaa b paovlde wo�bap'a0°�eaiOO"°' ,••" ""T—� pomp t b bb atabb, .•.PWW is defiled w-...cj ey pmw i•dw=vim of aaobm w dm ow oo•aact ofbdn� at kopd4 sad at wrble w A•gPlgrr is defiled ar-s mdlvidoal,prbeobi�, °•► Pdn it abet ksd e&ft at wy twro air=a it•joi�tatopieR a•d mcWlr f r 1tWi>� s da deeewed erpioyer. Ono� ° patmorbif,moeieefoa arodltr lepl attq�aepbl�bs !enrwt o[•dMa>flasba�brvbtsa•t mow dtea dose so.elmert d wrb•nailer diwdor of dr oowpant of mR d�we0is blase adaaodlas w+be eaploy.pemoot b d•maisa�oa.aoaMetio•a to M�� or an dr swai ebddis ap/stawt boob"•at beersa of nd mobyma M13L cbaptm 1st PSa6)abb nnw do N&W wp alalaor ar a batea�rl in Saabs as�4 dvr wiltbbaY w bwa ar tea a •t•mmom w p Woo lo�w hi esyd ba/� w aaaanwaM O4 app[iea•t wM b•r nt puad•esi aawprt�ir erl/rta ataa�•aw wM w bwaronw a►wras,�+4� /10dido••1�►.1iti.ftOMt 11�.fr��seabr"Naibw b•aosaaoaaali ter ati dib potllteai��shot at:iota aq oaorart w dt•ptls�•wdDebYt�& aoc:rlel�a ataosPYt•e•�rlb i!s iwe.•a �at bit ebaiptr>M bed'taaod pbaw fin ad the w+dpwd' d b%tl ° lb, by cb wboa•r btt.apyb►b ya.r aiautior astl. •eoewae0r.so fb! �0(�►admenta�..d ptw )ws wtr aO*nl oG)at I.imitat Lla�Bq� 0�atLiaMrt 1.irbOMb►p�lrtasei�a�w�m m°P�0°t odw wa w OP pirtaear;eel not ragriad loci sy wia¢oa•'aoroodor brnnaa Ito 13.0 ar I.l?dos haul wavk'"4 a pdbyVqq" lk IdA d s.c ob alHdwdl mgrh wbsiued b dr Dep•rtUd d LOi ltl i Aocidear tr eaafiemador 4«•°0�' Alt M a�ta ti e1p aM data w aAldalt. 11r afitdt►tt aboobt of be te�nad>a se eibr at toev bat wevpuade.say Aa,pamiat lioew Isbebb requo"me dot Depwtirat IadatlrWAaidar�• sAodiyoaltsve+ig4sfia4.his• .on[yo.,wregpdeeltoabti..Yoelca•� �°r+pbaar•e•ndloDaptarsaattadamiellneibebw� 9dFitwe6aompinsaboaYauwdrdr wlFbwc�oa Rear»smbw ar dw � C"a Tows ONdmia ram bo ma dati_Ibs a> b aorgkb ad pdoled kgft' Dapanmew bw Pawidet a epi+s at brti botbs of"alfidtA&you m®asti w ever ft oet @ ofhvwfts& t bw b eo•botyou dw moves& pkwa be are b M IN be p l,,.mmAw wV&wM be aw+d w a referaa amabec h addblaa,r.*Pam bt mwt=bag m *lg pan&gam+Wtl S&m i•say ftwa year,aced a*wbmit o•e of idavR s camas Policy itliila Wn(if pewrwy)ad aodet-M ft Add ne be spotless ebwld wmb-ag beadow is__Jc*Or toW A copy dio acid"*a bw bm oS,Wft ttnooel at Mid by dM ck at am mW be peovided to dw apptld a pwatdttd•valid afi it a•filr(rrr dgra pamitr at Heater A•wr a®dwk mwtbe filled oat aei year Wbme a bows suss ether b oboh*s boson a permit•at rdod b wbr badawr ar aomsweid vemmm (La a dos Bow*of parmi<b bars leave dR)art pw b NOr mp d b wmVlW bb amid" lba o®or orlwadgvdod woold tlbe ao load!yaa b advaaa bit yaw eoopentba and shod!you bm any goad=* Pkaw do aotbsids b sM r•ei IW Dgwum Y'r addm^wupbm d tit rod= The co monwe"of ma"Wboaetb DepdrtimM o[b&drid Awdeob Omer dLvedftmdm 600 wuhimon Street Bogy MA 02111 TeL 0 617-7274900 at 406 or 1-MMASSAFE Fat 0 617-727-7749 Rovirad 5-2" www.mawpv/did rob • wr .wwraw! {A Aaaw�.n Yis� �a tick 11"Orcm OVANTUO T 120 ft"Mem Oman FLOW skew w►olr�io T§L(IVM 74"M UT 340 FAs (&M 7404N" sTMLA .L Mew_. JIL D�OSAL.Cf DEW A�lIDiAV1T b m ubm wa{r pioatrlmr of]IQ.4416041 aebwldM dwt a s amma alfrna�rir ididta�losraorlroda�aUri�► . +ram a o�ati�apep.�►lkam/,our.�.r 7WM&wMbe&puW*tie -1 WyeiwsRD�9lc�c� sue=a"@m*AppUM Dab FUIi.Y eao�lib� lebmrlo■� OuWu pRw CL=AftT) NaaatlomitAWlkne 3l Zs h n360 o/ goy aMIMOFA SUN lb�ovr s�car~�t drtrb dos�d®oNdo�.neovado,,n�i a a� alt�doralbla'1do�a mndus erdlooM/a a,peoplrlgge�ofN soddr�d�poial mr4 a d>�1 by bK�[,�11JAAr m1 t�blo7dioj D�+�a Boors�r ind"ft IM"c«ftw AMERICAN HOME ASSURANCE COMPANY 67333-0000 WC 670-65-45 13781 ----- ------------------------------ 013-82-0605-00 • NEW YORK • •.• D ' ALELIO CONSTRUCTION CO 31 LEWIS ROAD Member Companies of SWAMPSCOTT, MA 01907-0000 American International Group EXECUTIVE OFFICES: 70 PINE STREET, NEW YORK, N.Y. 10270 SEE NAME AND ADDRESS SCHEDULE - WC990610 I.D# MA tll THOMAS GREGORY ASSOCIATES INS AGCY INC WORKERS COMPENSATION AND EMPLOYERS boll EDGEWATER DRIVE LIABILITY POLICY INFORMATION PAGE WAKEFIELD, MA 01880-4555 INSURED IS PREVIOUS POLICY NUMBER CORPORATION RENEWAL 007692378 OTHER WORKPLACES NOT SHOWN ABOVE: SEE NAME AND ADDRESS SCHEDULE - WC9 o610 ITEM 2 POLICY PERIOD 12:01 A.M.standard time at the insured's mailing address FROM 06/12/05 TO 06/12/06 ITEM 3 A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers Liability Insurance: Part Two of .he policy applies to the work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident $ 100,000 each accident Bodily Injury by Disease $ Soo,000 policy limit Bodily Injury by Disease $ 100,000 each employee C. Other States Insurance: Part Three of the policy applies to the states, if any, listed here: AK AL AR AZ CO CT DC DE FL GA HI IA ID IL IN KS KY LA MD ME MI MN MO MS MT NC NE NH NJ NM NV NY OK OR PA RI SC SD TN TX UT VA VT WI ITEM 4 The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All information required below is subject to verification and change by audit. Estimated Total Rate Per Estimated Class it cations Cod. Number Remuneration $100 OF Re Premium Annual 3 Year muneration Z Annual 0 3 Yeti SEE EXTENSION OF INFORMATION PAGE - WC7754 TAXES/ASSESSMENTS/SURCHARGE'S $303 EXPENSE CONSTANT(EXCEPT WHERE APPLICABLE BY STATE) $264 MA MINIMUM PREMIUM $ DO MA TOTAL ESTIMATED PREMIUM S 6,651 I. Indicated below, interim adjustments of premium shall be made11 ' Semi-Annually Quarterly Monthly DEPOSIT PREMIUM ENDORSEMENTS(FORM NUMBER) SEE ATTACHED FORM SCHEDULE - WC990612 l 04/14/05 PARSIPPANY 82 Issue Date Issuing Oftice Authorized Representative wr 00 00 OI 31967 dl/� Loer/vc, AvE. srxacYuecsNORro SkS-1 Sar»n►Ae-Y/AecAZ dF /M/�ACT to/� ucrpuCEnd� GA2Dt�1 /ti1AL� EPA/RS — AN, JucY zoos �B ISe._OuTsroE �� G/Ne OF P WRtL IS �. PkDP�27y �N� ��PA/R aQoicrO- �pP A � A96A X k.9/SEO 6A2.DEN N SuPt�bAtt p a y C6NCeETE- 4AUS PxPAr4 RGL R eDtl Nd. � 42AAEA$ IoALGS 446tA./N Q oA r eAcr fm teD / 25 EAKTJ{ Q 7 IS ) p BEAr2rN6 S7"CT. tN wAccS LZ FAre pub. �s Y / 4 -- - - - - - - 1 E 0F13) F04Mb OAST C6NCIZo--'►Z I DECORATIVE- piC�ieS ( I I � �IICi/l L[NA£/NF. I kETfi/N/NG' Wr4LL. r" \tN OF A1q o= EiUjz E s / 8t F' o T UCTJJ 46t 02 (a� y T E b c,sTEP�Q 'rT1� ' /K (11e/N4 /4VC. S%R-U-CY'Z/RES NOR>N L'ONSlC(-7 6" S�-Z P�fr-N VIEGJ dF (.JOKK ENG'/tS J S/leDrrl WHCC ZcpAl N r.s. p'N• ?u LY 2605 / /tI/N/Ml�t InlPAGT• Ocrn2a/Nagy/ & fin/T Peearecywv w/ owrE-K pF /) tIECICAC A/vC// CF tl&& CA c- A-N TIE-GNUS - /O,VOC LA TIE--BACLS. - /a 660 C.B \\\ Wo/Zk/N4 L,54D G4towlry t oe4IM ' Ca46 e PAC aF TD Bt CaN7,eACrDe TD 66' C0 ORAC70A/ 2ENa E DES/6N C D(-5-14vut-D (StEr ISpEZs� ' ��L C% Coe JEOD// CDeePAIR KePA//2 1L X/7(0vE- Ek/ST Ale- v , � AN D 2,-4" LC \ 8 Ne-o se'cAAER woR�• �1 3 CRACtS 9 //I A GRoar aF 3) QEM0VE I. PATG'l Le-AN/NS P/LCFle.S ,AND 94L-/NS7RGC i'_/ NELJ S Pk£q eft I� FOLLotbl"4 0e4LC { BEAN 3t 2'� 2 S MA4NTA/N S7A61LlIyj1 I RzrWo✓F- -bEbONDEt I LkP®t=2 CONCRE1t I I W AC C_ (A44M X-30') 1 1 11 I ) e II I e � 11 le OF MA6s N El17AB S T AN U TURAL 0 4 0Q O �'NONAL�N�'\�� Joe l8 Cdk/Ma Avt. STWTUDIS HOW SHEET NO st 6Aj OF ��, Zoos CONSULTING ENGINEERS, INC. CALCULATEDUY DATE y P.O. BOX --8500, SALEM, MA 01871 PH 978 . 745.6817 FAX 978 . 745.6067 CHECKED BY DATE WWW STRUCTURES - NORTH COM SCALE (�-PRdVE)I UN£ R�/N � �E/NSTALC GdLCdu�/N�'! r?bxY- 0 k 1-024N4 6CPPrx 6QAcc DNDED Ave GAS O AB( T P.�/NFr612GF ; FoJ2M ; a o As i 4-- 60CE: TOIL As N OFb eZ rd e2AGe_ �,' , M A I WrA4N �}LDNcS• � - s7�4/bi(�/7Y. D ega j'b /Z' LAJ7 EX/Sr. CONCRETL. - 0 6A2AFn1 „ CS I X SEC77ON G� SPA/� AREA .1 �tN OF Mgss per' ELIZAB H F AN U U U 20 E �"9 G/STEQ' h�Q �FSSIONAIt��'d JOB /8 LOeiN6; AvE . STPUTP5SMOM SHE,,,. OF CONSULTING ENGINEERS, INC. CALCULATED BY grV j DATE �&�v ZCbS P.O. BOX 8560', SALEM• MA 01971 PH 978 . 745.6817. FAX 97S 745.6067 CHECKED By DATE WWW STRUCTURES - NORTH COM SCALE - � s:0.�. �o Dc�/nisi w6KL gc 11 �oa�NG Art. 1 e �oAcPACl�� ' suedKAaE 3b 1 15!" j CAST IN PLACE b . i CbNC2TE SPAtR � � T o;F -5) 4 , CA4C4sry nE 1 co 6ALv. l�E,� • e, > ,eoa Wit' �k.�utD ' o • i 'S ecok-�> i'lacr Tf� GC 04 L 7N,�dlt6/� �XtST. y4N 6cAST 3c`AM. P�e�iDt Al/N. TAN Qouml - 3/a" n 3" gs °AIP— 40167A -Y N,T,S. N OF MgSSc o� EUZABETN S' f o S UCTUA .4610 " .off C'/STE �Q �� •'ONALEN' ,oB /fr �O�iNG AvE. SM (TUDIS HOW SHEET NO. SkS s OF CONSULTING ENGINEERS, INC. CALCULATED BV QN DAB Ju/y 20pS P.O. BOX 8500, SALEM,- MA 01871 PH 078 . 745.6817 FAX 970 . 745.6067 CHECKED BY DATE WWW STRUCTURES - NORTH . CON SCALE I � LO6; o a Ts4/ (cody, a d AAI,y. a -lid i _ s�ecADEK 6�-�aM �uCA-C. TlE-f36�C� uv z3, boo CB PAC T-`/. COCA t7. tfflLE rt(k4a6t/ ex/sT Co/T/E cAd, )'#t N 3 sEt71pN C� /��/P tA 17L Geoui- Flu. . O OF MA EU ETH ATHAN fo S U o.4610 9 F, FG/STEQ' 'Q ��S/ONALEN��d �� L6K/NC AvE . JOB ST U G UR S HOW SHEET NO. StS e OF CONSULTING ENGINEERS, INC. CALCULATED BT BN DATE 111V Z665 P.O. BOX 8680, SALEM. MA 01971 PH 978 . T45.681� FAX 978 . 745.6067 CHECKED BY DATE WWW STRUCTURES - NORTH CON SCALE SPRfAa R kzt-4-/1ilIVG CAM r,�1 , .• w�� �`A 12, t P 4 i 1-74 /2," /NTa J WA-Lt. p OF -2 E4. S.. r L�xrsr. Ofi-Ck s O qSr HVTO 'T.S. H OF Mgrs per' EL17A H o UH No.48102 9�F57oNAl JOB !fi LO�nrG Avc ST UC MS HU SHEET NO. OF CONSULTING ENGINEERS, INC. cuCuuTEOBv gN OA7E Jit4/ 2,005 P.O. BOX 8560. SALEM, "M A' 019.71 PH 978 . 745-6817 FAX 978 . 745.6067 CHECKED BY DATE WWW STRUCTURES - NORTH COM SCALE 1OF �GL1 Z/C4 L_ 77E-GALL BIND EX:7er1 T OF u - p COIVF1 M PEEs Nco t`KlSr 1 wAc c_. k. , — gpAMA s IFStkg5t4NTlgL, '17,495 7`Nou MAY 6EFASLE rmI e*pff-a e-xisr. TZ) S/M. \ O \ z: ANSI v e . Br�4M 3t NC'w /4" SPe A gM. G kE7pN`N4 �H of� Mqs AtC - p2 EUZABETH G r MAT pn n PeAN D>'7A�c C� P�t/2 .4 �4s It C� H o. 1020 y St INI 1 SS7ONALENf, py Wave COKkO�ED GENCE . ar LEAVE goT7piy/ vEPr1LA4L-5-6,e aT \ 9 of Ck.act Q4A-C/= A F 6 /CnIG�O_, P /V/V At r FO k 6 4<wP>. , . Sty 3 P14AI Dt7141L Cc, P-PA/O. l2� 45 " /q' 6-1m &tbIx-6A)T (5;4C V. r}l94e-ate " ) 7Dt/VtA/CS Cd 2v" O .C. (STA�"p) Dk-./Lc_t� < ADN-cSl�e - sEr AC.eogS C'�GC.. STIU(TUAS IN 141 60 WASHINGTON STREET, SALEM, MA 01970 CONSULTING PHONE: 1A70745.UV FAX. 1-97&745.6067 ENGINEERS OUTLINE SPECIFICATIONS 18 Loring Avenue Garden Wall Repairs Salem, MA A. General Requirements and Scope of Work 1. The following outline specification covers repair of concrete retaining walls in three areas. The work is divided into Repair Areas I, II and III. Refer to sketches 1 and 2 for scope of work in plan view, and sketches 3 through 7 for sections and details of work. Repair Area III shows two possible repair solutions, attemate prices shall be submitted for each. 2. All means and methods of construction shall be the sole responsibility of the contractor, including all temporary bracing, support and protection of the new and existing structure as required to maintain safe and stable conditions. 3. Field verify all existing conditions and dimensions and coordinate all dimensions. Notify the designer of any discrepancies that would affect the installation as shown. 4. All work shall conform to the Commonwealth of Massachusetts State Building Code, 6th Edition. 5. File all necessary building and access permits and make notifications to governing authorities including the Salem Building Department. 6. Leave the area of work in a clean and usable fashion after work is complete. 7. Provide schedule of work to owner and engineer in order to schedule inspections and to allow property management to secure the affected portions of building. 8. The property line falls along the outside edge of all walls. Limited access can be arranged for access to perform work from the other side of the walls, and shall be discussed with the Owner. 9. Damage to adjacent finish landscaping shall be minimized. Area of proposed impact shall be discussed with the Owner and accommodation made for special treatment of speck plantings or features. Following 18 Loring Avenue, Garden Wall Repairs July 2005 Salem, MA work, Contractor shall grade areas of construction impact enough to receive new plantings, unless noted otherwise on sketches. Proposal shall include any anticipated repair of neighbor's property (fences and/or tool shed). Modifications to concrete wall repairs that minimizes impact to existing finish landscape will be entertained by the Engineer. 10. All details shall be considered typical and applicable to all similar conditions unless otherwise noted or indicated. B. Site Preparation Temporary Shorina and Bracina 1. Locate all utilities and maintain and keep utilities in service and protected from damage. 2. Provide sheeting, shoring and bracing as may be required to brace retained soil and walls as needed to maintain stability. 3. Shoring / bracing shall be of any material which is suitable for the application. Timber shoring shall be fully dried and all end grain shall be sealed to prevent absorption of water and associated swelling. 4. Disassemble existing concrete pillars as needed to perform specified repair work. Precautions shall be taken to ensure that pillars are not damaged during disassembly, and shall be carefully stored on site and protected from damage. C. Earth Support Systems 1. Perform / arrange soil test borings including blow tests. Soil Exploration Corp. of Leominster, MA (978.840.0391) quoted $1700 for Geoprobe 6610 to perform the soil test borings. Locate test borings at site of future tiebacks and perform tests in quantity and to depth sufficient for Fabricator to design tiebacks. Consult with Fabricator as necessary. 2. Helical Anchor Tiebacks to be designed for the tensile working loads shown on the sketches by the tieback Fabricator/ Installer using results of soil test borings. Tiebacks to be helical anchors by Atlas Systems (local contact: Dennis Geyser @ 781.769.6143) or equivalent. 3. Suggestions for optimizing number of installations and cost will be entertained during tieback design process. 4. Submit detail drawings and calculations for tiebacks, including length, location and end connection. Work shall be done from approved submittals only. 18 Loring Avenue, Garden Wall Repairs July 2005 Salem, MA D. Cast in Place Concrete 1. All cast in place concrete shall have a minimum ultimate compressive strength of 4,000 psi at 28 days. 2. Concrete mix shall be designed per ACI Standard 301. Submit mix design for review and at least two cylinder breaks per batch. 3. Concrete shall be maintained in a moist state and at a temperature of at least 40 degrees F for a period of not less than 6 days following placement, unless ACI 306 "Cold Weather Concreting" procedures are used. 4. Mechanically roughen all existing concrete to which new concrete will be added, and provide an epoxy bonding agent before new concrete placement. 5. Exposed formed and unformed surfaces shall be mortar-parged with Edison Products (800.697.8055), EXPO 43 or equivalent matched to finish of existing unrepaired walls. Provide applied sample for approval. E. Reinforcing Steel for Concrete Construction and Replacement 1. All reinforcing steel shall be ASTM A615, Grade 60, epoxy-coated per ASTM A884. 2. Welded wire fabric shall be ASTM A185, provided in flat sheets. 3. Clear concrete cover shall be as follows: Concrete cast against earth 3 inches Formed concrete exposed to weather Main bars 2 inches Stirrups, ties 1 1/2 inches 4. Reinforcing shall be continuous through all construction joints. 5. Lap reinforcing steel for full tension lap splice at all locations. 6. Reinforcing and embedded items shall be available for inspection at least 24 hours before concrete placement. Coordinate proper placement of all embedments. F. Concrete Crack Repair and Resetting 1. Provide the following materials for crack repair in existing concrete walls: 18 Loring Avenue, Garden Wall Repairs July 2005 Salem, MA Portland cement: type 1 white and/or gray cement satisfying ASTM C150 and complying with staining requirements of ASTM C 91 for not more than 0.03 percent water soluble alkali. Hydrated lime: ASTM C 207, type S. Fine aggregate /sand: sand for mortar and grout shall be ASTM C 144, washed, to match surrounding in color where visible. Sand for surface fill: clean, fine.sand free of salts. Cementitious grout for cracks and spaces of minimum clear dimension of less than 1/4": water and cement slurry with 6 gallons of mixing water per bag of cement. Add 1% grouting aid by weight of cement. Grout mix shall be demonstrated by test to have a compressive strength of between 750 psi and 1400 psi at 28 days. Cementitious grout for cracks and spaces of clear dimension between 1/4" and 2": fine grout with following proportions: 1 part Portland cement, 0.5 parts hydrated lime, and 1.5 parts to 2.5 parts fine sand to suit application. Minimum mixing water to suit injection or gravity placement. Add 1% grouting aid by weight of cement. Grout mix shall be demonstrated by test to have a compressive strength of between 750 psi and 1400 psi at 28 days. Grouting aid: "Interplast-N" expanding /fluidifying grouting aid as manufactured by the Sika corporation of Lyndhurst, NJ. 2. Existing concrete pillar connections shall be repaired and re-used when resetting the units following completion of adjacent work. Engineer to inspect existing connection following dismantling and provide guidance accordingly. G. Steel Fabrications 1. Structural steel work shall conform to "Specification for structural steel buildings" (AISC ASD 1989), or Load and Resistance Factor Design (LRFD), latest edition, "Code of Standard Practice for Steel Buildings and Bridges", and Structural Welding Code— Steel (AWS 131.1). 2. Structural steel shall be new steel conforming to the following: Plates: ASTM A36 Structural Tubes: ASTM A500 Grade B Anchor Bolts &Threaded Rod: ASTM A307 18 Loring Avenue, Garden Wall Repairs July 2005 Salem, MA Stainless steel pinning rods: ASTM A276 Type 304, deformed or threaded Nuts and Washers: ASTM A563 Welding Electrodes: AWS E70-XX 3. All structural steel fabrications shall be hot dip galvanized in accordance with ASTM A123. End of Outline Specifications �l/� LoeiNG AvE. I SkS-/ srztccYu�cs /voRn+ GA2Dc�n1 WgLc et PA/�S Se1rr1MA�'Y�AecAS dF /AfpACT foNSrtcTin�t_us� lPcAiv view AN, 714ty zoos t{ous�= a UNc OF WALL /s ✓"pt-g-tV, INS ,2r5PA/R UNcl 4(-L (J p� to AKE �. A 1� i ARouN�• fl j/; bo, k.Q/SEp 6AR.DEN savPoRn b is v C6lvCE£7F- 44US PE�PA/Q 04US PxPAiK ACL A+PdKNb. �,gQtAlL p� r,a,N p� � A r BACt f/LLCD YD' EAK7W Q 7-kS J imt, - Ca44b- S �N0 LAz 8EAelN6 St,¢acr 1N WALLS PR.e ENb. V �Q O v -- - - - - - - C 0 F 13) FpKM E BAST CONCAC rL � 1 � DcYc�a2H Tl v E Al c CA�S II I � II � I I 0j- N ts� 9' fo /2" Tfl/CA 7D /0' �liGfl uN�x/nl� Co/UC/e -7e OF per' EU ETH Z TH o T UCTU L N t�" Q,►F' c� 46102 H Gfl r e b �isTeP e F�S�ONAL ENt� #/k C.oK/NU /tVt=. �_._s.... 57 KUCY7./kES /VOR>H L'ONSIIU C� Sa'L l'LfLN V!E GJ d F 600RK EN6',¢5 SWgbt-NJ w9ti ZcPAI /VT.s. '3N 7uW zms / �.1/N/Ml�c I/gPRCT bt 7;VV T : Pe4 rE=cc 70/V W/ OWNER \� -r l/ OF t1EClCAC, ANC/l #FCICA C_ AN TIE-gAUS - /0,0C3 LA %/E-64cts /3oo0cA� \\ poo/2k11,J4 L642� CAPACYry 6 44-INCs co4D (APAci;; \ ( aFy� Ta ar- ca1V7�e/ac7-6e 7D 69- CahYk4c7D Mo 6 Dr'��t-D Csc� ,SPECs� � G DtS/GN t 7, C� CP QcPA/)2 +-67VCAE' V t'kli ,eePA/K 1L ,eEnto�F skrsr ,PFPAf� faNGec� CVA - A-44M X- AND RE/NS7-4LJ- \ B 0/v coMo�¢C»� �Q2T/f F6cIA /tvovN SPk�QAER 1 St/7Ch/ I: vE'KT/Ch� CKACtS 9 � GRo uT I PAX aF 3) Qt/Ho✓E 1 AQ£A c©1vf")q Le4AN/N6 /r ,41*qD IeE/NST A L-L i NELv S PR FotLOW/N4, WALL { gEAN stso gNj7TdA P!lY2. I, 2 IR-aA j S �-- 6PACC so,L As - NFE-beZ TD A MA4N-rAfN S7A&Lllysl I 4e MovE -b�bLb I LLP®e=R CONc,¢F� I I OF 4f4,V WALL (ppP2px.30'� � I II II i II I I � 11 II 9 ELIZAB Z Z T AN 0 U TUNAL 0 0� O 0 A9O�'C.7NAL�E C,�� Yr ry ae /E LOk/Mi7 QvE. SURTUDIS HODT� SET NO. sts 3 OF CONSULTING ENGINEERS, INC. CALCULATED BY--!" BATE P:O. BOX -8660. SALEM, MA 01971 PH 978 746.6811 FAX 978 . 766.6067 CHECKED By BATE WWW STRUCTURES - NORTH COM SCALE �� 2EMovb C/�C-ft2s, RE�iN )ejF//vS7 rot(-DL )1AJ DEBaNDED �XbxY- lB cDRaNG Otr• c(PPEA kA' c . CoR 7r'� 4ve. 644hew- wA /Lv 'T Abe v it}oP/ cRpc-�, Fo1 R Nth. • 4 - 6P-AcE SoiL- AS C2ACK N t�EAe"D YZ MANTA-/iu L CNG� - l s7RQ,1 Lt7Y. W t L $BO�E • ^ l2" /AITD Ek/ST, '. CONCAETc NC��R2AFN � �• D • X • O n s�enani � teE-peu�� AAA = OF M4 SS9 = EUZAB f AN 0 U 02 O p9 �/STEPS Q• �FSS/ONALt���a� . D PRODUrT707 JOB /fs t6p-INK Ave . SURTURS W SHEET NO. J kS - g � CONSULTING ENGINEERS, INC. CALCULATED BY g11/ DATE JcLI� ZOOS P.O. BOX 5560-, SALEM, MA -0'971 PH 979 . 746.6817. FAX 970 . 746.6067 CHECKED By DATE WWW . STRUCTURES - NORTH . COM SCALE uru� ,e��cACF ca/ mew y„ �w62G Bez,#O K [,oR4NG Avt. 1 e r ; CAST-IN- PLACE . D . o F 3� 9 , EACW S/DC 03 g71fR4APS (? 6 . '. - 1 ' � 3by O.C� � • 1.� t `.• "� + .` Z,./CA(. TIE-BACK AL �t Dot/C/t COak D. Ate 14N CASV /NTb SPADi.� GalTl/ FAQ 3rA-M.. P2�'� Dt �liN. TifEnJ G'KoaT- " 3/e" , 3" o GAcV. Fit-L. r,0A.S*Ek �PLA-7 a� ezr�raQ. n 5 ,e FAIR �,� a N,T,s, �tk OF Af4S�[ per' ELIZABEM S' f o S CTU .4610 Q �O G/ he �F :SION& Y a CO.e/Nf 4VE.- ST UCTUDIS HOW SHEET NO. skS_ s OF CONSULTING ENGINEERS, INC. CALCULATED BY gN DATE July 2odS P.O. BOX 85.60• SALEM• MA '01971 PH 978 . 745.6817 FAX 978 . 745-6067 CHECKED DATE WWW . STRUCTURES - NORTH . COM SCALE D �SR� a 30 SrmL �K MO ,,—A(-rEtNATE % )y" J /N51 t`a0 Of �c. cA-C.. T7E-fS��t �r� rN�cu�r� ex/sT. 3 sECT10N Ca c�E�°A/� A4q 1ZL GKot�T- Fi�c. /V,7,S. a}N OF Mq EU ETH THlkN m S U 0.4010 9 �O 'O9 G/STEPQ �SIONAI��'\ .. � mnvver ern JOB ca�iiur .4,L STWTURS HOPM SHEET NO. sts-6 OF CONSULTING ENGINEERS, INC. CALCULATED BY BN DATE P.O. BOX 8560. SALEM, MA 01971 PH 978 . 745.6817 FAX 978 . 745.6087 CHECKED BY DATE WWW STRUCTURES - NORTH COM SCALE 0 � � SPkEAa�2 k�YRaN��C' 3et-Q FOR I - 6 , 1 1 v `2„ . 6W L,V o RD+lzst�c--sE-r I'L" 11v7b 1 kd4ct. 11 , 1 �o� DR./C,C.E>> 73dQu LK(sr, WA-u S QASr /iv7-6 (q� pc.�-N ncT�i� Ga ztn�►�K aeER- � FP��H OF Mgrs ELIZA H o UH No.46102 O ° FG/sTf V, Q 9�� ;570NAIL EENC,� ST U CT UR S M UTA SHEET NO. CONSULTING ENGINEERS, INC. cuJwATEo9v gN DATE July 20o P:O.. BOX 9660. SALEM, MA 019.71- PH 979 . 746.6817 FAX 976 745.6067 CHECKED BY DATE WWW STRUCTURES • NORTH CON SCALE F-U ' �—� Z/CA L. nE 6A-I Lc CoNrr e4�i OF \ /Z. , s SRO. SST L WAtt GILL ALE �EpM. jr s6cSsTAW-1!Ki I2°95 7-Me � MA-Y � gtc rua�A��a a-xisr. \ 77) tZIMINATi �/�Sim. \ D AFL. )404- 4 �♦ 6 e GA ✓." s e�a/u sty } Kc ! �2c ROO, Cry. �-yH OF ,#gss EUZABEfH G Pt4ly 6//Z 40164S it . L1 o. 102 O pfS�I Al FSSIONAI G\ CO2kODED FENCE \ qt LEAVE- ?" OF CR.4Gt le&ACt A r m 1 o uNG�cO u P'�glAt6' r ,�oz aeagq Ct • � "CvcZl°'' rC_ 6AG✓. SMYL D p SOt� 6EA!°1, ' 'lL' 1 x ly' EAK BEb/W�ovT C,4L✓. WIRE Jq p zoo 7D&-AjW1CS L7e Z-q" O ,C• (STA6,"D) Df-/LLB ; ADh`--SlLee - sE-r AC.e M 04ACt. MUMAS MO0 60 WASHINGTON STREET, SALEM, MA 01970 CONSULTING PHONE: 1-M745.6017 FAX: 1-970-7456067 ENGINEERS OUTLINE SPECIFICATIONS 18 Loring Avenue Garden Wall Repairs Salem, MA A. General Requirements and Scope of Work 1. The following outline specification covers repair of concrete retaining walls in three areas. The work is divided into Repair Areas 1, 11 and III. Refer to sketches 1 and 2 for scope of work in plan view, and sketches 3 through 7 for sections and details of work. Repair Area III shows two possible repair solutions, alternate prices shall be submitted for each. 2. All means and methods of construction shall be the sole responsibility of the contractor, including all temporary bracing, support and protection of the new and existing structure as required to maintain safe and stable conditions. 3. Field verify all existing conditions and dimensions and coordinate all dimensions. Notify the designer of any discrepancies that would affect the installation as shown. 4. All work shall conform to the Commonwealth of Massachusetts State Building Code, 6th Edition. 5. File all necessary building and access permits and make notifications to governing authorities including the Salem Building Department. 6. Leave the area of work in a clean and usable fashion after work is complete. 7. Provide schedule of work to owner and engineer in order to schedule inspections and to allow property management to secure the affected portions of building. 8. The property line falls along the outside edge of all walls. Limited access can be arranged for access to perform work from the other side of the walls, and shall be discussed with the Owner. 9. Damage to adjacent finish landscaping shall be minimized. Area of proposed impact shall be discussed with the Owner and accommodation made for special treatment of specific plantings or features. Following 18 Loring-Avenue, Garden Wall Repairs July 2005 Salem, Me work, Contractor shall grade areas of construction impact enough to receive new plantings, unless noted otherwise on sketches. Proposal shall include any anticipated repair of neighbor's property (fences and/or tool shed). Modifications to concrete wall repairs that minimizes impact to existing finish landscape will be entertained by the Engineer. 10. All details shall be considered typical and applicable to all similar conditions unless otherwise noted or indicated. B. Site Preparation Temporary Shoring and Bracina 1. Locate all utilities and maintain and keep utilities in service and protected from damage. 2. Provide sheeting, shoring and bracing as may be required to brace retained soil and walls as needed to maintain stability. 3. Shoring / bracing shall be of any material which is suitable for the application. Timber shoring shall be fully dried and all end grain shall be sealed to prevent absorption of water and associated swelling. 4. Disassemble existing concrete pillars as needed to perform specified repair work. Precautions shall be taken to ensure that pillars are not damaged during disassembly, and shall be carefully stored on site and protected from damage. C. Earth Support Systems 1. Perform / arrange soil test borings including blow tests. Soil Exploration Corp. of Leominster, MA (978.840.0391) quoted $1700 for Geoprobe 6610 to perform the soil test borings. Locate test borings at site of future tiebacks and perform tests in quantity and to depth sufficient for Fabricator to design tiebacks. Consult with Fabricator as necessary. 2. Helical Anchor Tiebacks to be designed for the tensile working loads shown on the sketches by the tieback Fabricator/ Installer using results of soil test borings. Tiebacks to be helical anchors by Atlas Systems (local contact: Dennis Geyser @ 781.769.6143) or equivalent. 3. Suggestions for optimizing number of installations and cost will be entertained during tieback design process. 4. Submit detail drawings and calculations for tiebacks, including length, location and end connection. Work shall be done from approved submittals only. 18 Loring Avenue, Garden Wall Repairs July 2005 Salem, MA D. Cast in Place Concrete 1. All cast in place concrete shall have a minimum ultimate compressive strength of 4,000 psi at 28 days. 2. Concrete mix shall be designed per ACI Standard 301. Submit mix design for review and at least two cylinder breaks per batch. 3. Concrete shall be maintained in a moist state and at a temperature of at least 40 degrees F for a period of not less than 6 days following placement, unless ACI 306 "Cold Weather Concreting" procedures are used. 4. Mechanically roughen all existing concrete to which new concrete will be added, and provide an epoxy bonding agent before new concrete placement. 5.. Exposed formed and unformed surfaces shall be mortar-parged with Edison Products (800.697.8055), EXPO 43 or equivalent matched to finish of existing unrepaired walls. Provide applied sample for approval. E. Reinforcina Steel for Concrete Construction and Replacement 1. All reinforcing steel shall be ASTM A615, Grade 60, epoxy-coated per ASTM A884. 2. Welded wire fabric shall be ASTM A185, provided in flat sheets. 3. Clear concrete cover shall be as follows: Concrete cast against earth 3 inches Formed concrete exposed to weather Main bars 2 inches Stirrups, ties 1 1/2 inches 4. Reinforcing shall be continuous through all construction joints. 5. Lap reinforcing steel for full tension lap splice at all locations. 6. Reinforcing and embedded items shall be available for inspection at least 24 hours before concrete placement. Coordinate proper placement of all embedments. F. Concrete Crack Repair and Resettina 1. Provide the following materials for crack repair in existing concrete walls: 18 Loring Avenue, Garden Wall Repairs July 2005 Salem, MA Portland cement: type 1 white and/or gray cement satisfying ASTM C150 and complying with staining requirements of ASTM C 91 for not more than 0.03 percent water soluble alkali. Hydrated lime: ASTM C 207, type S. Fine aggregate /sand: sand for mortar and grout shall be ASTM C 144, washed, to match surrounding in color where visible. Sand for surface fill: clean, fine sand free of salts. Cementitious grout for cracks and spaces of minimum clear dimension of less than 1/4": water and cement slung with 6 gallons of mixing water per bag of cement. Add 1% grouting aid by weight of cement. Grout mix shall be demonstrated by test to have a compressive strength of between 750 psi and 1400 psi at 28 days. Cementitious grout for cracks and spaces of clear dimension between 1/4" and 2": fine grout with following proportions: 1 part Portland cement, 0.5 parts hydrated lime, and 1.5 parts to 2.5 parts fine sand to suit application. Minimum mixing water to suit injection or gravity placement. Add 1% grouting aid by weight of cement. Grout mix shall be demonstrated by test to have a compressive strength of between 750 psi and 1400 psi at 28 days. Grouting aid: "Interplast-N" expanding /fluidtfying grouting aid as manufactured by the Sika corporation of Lyndhurst, NJ. 2. Existing concrete pillar connections shall be repaired and re-used when resetting the units following completion of adjacent work. Engineer to inspect existing connection following dismantling and provide guidance accordingly. G. Steel Fabrications 1. Structural steel work shall conform to "Specification for structural steel buildings" (AISC ASD 1989), or Load and Resistance Factor Design (LRFD), latest edition, "Code of Standard Practice for Steel Buildings and Bridges", and Structural Welding Code— Steel (AWS D1.1). 2. Structural steel shall be new steel conforming to the following: Plates: ASTM A36 Structural Tubes: ASTM A500 Grade B Anchor Bolts & Threaded Rod: ASTM A307 18 Loring Avenue, Garden Wall Repairs July 2005 Salem, MA Stainless steel pinning rods: ASTM A276 Type 304, deformed or threaded Nuts and Washers: ASTM A563 Welding Electrodes: AWS E70-XX 3. All structural steel fabrications shall be hot dip galvanized in accordance with ASTM A123. End of Outline Specifications