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117 MARLBOROUGH ROAD - BUILDING INSPECTIONr �-� m������ �, �a 3 OSBORNE HILL DRIVE 636-10 COMMONWEALTH OF MASSACHUSETTS Back of` 09 CITY OF SALEM Lot: oz99m'= 1 Category `v 101 New Smgle faixuly Ptrriut i636_10= - 10 BUILDING PERMIT Protect# _ JS-2010-000982, Est Cost 'p $285,000.00 Fee Charged q.-* $2,000.00 c+ x 1 Balance Due: $.00 , PERMISSION IS HEREBY GRANTED TO: Const. Class. .,, 2;= Contractor: License: Expires Use Groupi , Q i�, �,;, xa ' t 3,;?4`: J: DIBIASE CORP. CONSTRUCTIO SUPERVISOR-CS02714 Lot Size(sq ft.): 7365.996"1f Owner: OSBORNE HILLS REALTY TRUST,PAUL DIBIASE TR '..q: ^'�' Units Gained:4P Applicant: DIBIASE CORP. Units Lost ' ' 'I " ' ' AT. 3 OSBORNE HILL DRIVE Dig Safe#:j _J+TIi tw9+.E; Ic ISSUED ON: 29-Mar-2010 AMENDED ON. EXPIRES ON: 29-Aug-2010 TO PERFORM THE FOLLOWING WORK: NEW SINGLE FAMILY HOME(LOT#2)ESSEX MODEL jbh POST THIS CARD SO IT IS VISIBLE FROM THE STREET Electric Gas Plumbing Building Underground: Underground: Il Underground: Excavation: Service: - Meter. I7'?d(M Footings: JJJ r�i V lrvrv1 Rough:: Roug4�'1 Rough:( // , Foundation: Final: //02///0 Final? Final�l•iv\J / {'_�rlNtty Rough Frame: ot" �j��/ Y �•t��� . Fireplace/Chimney: D.P.W. Fire Health Insulation: Meter: � Oil: Housep Smok JO�/] Final:W C, � � Assessor Sewer: Treasury: Water: Ala m: Sewer: Sprinklers:/"o Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON f1OL4TION �7 ANY OF ITS RULES AND REGULATIONS. t 2 Signature: L Fee Type: Receipt No: Hate Paid: Check No: Amount: BUILDINGA/1 lfL �(.'Rt7��q§-�Ql�'i1�IQ�'94M 29-Mar-10 2309 $2,000.00 � tvin W(pPIPllOit 0' 1e()rh' p7iA a call @7Ii-�1 a�sat Call for Peril to occupy GeoTMS®2010 Des Lauriers Municipal Solutions,Inc. n top BEEN OWN �^ Y34VEA0 i CITY OF, SALEM i' BUILDING PERMIT 3 AMANDA WAY 634-10 GIS#: 10856 COMMONWEALTH OF MASSACHUSETTS Map 09 ° 1 " Block ' " axh .1.. terr. CITY OF SALEM Lot: 0309' Category ! 101 New Single family s Pe=mit# 634`10= � f BUILDING PERMIT Project# 1 "_? , JS-2010-000980 Est Cost t'e'at€r $285,000.00 4 Fee Charged:' $2,000.00, ,; BatanceDue ` $ 00 PERMISSION ISHEREBYGRANTEDTO: Const. Class:-,51, 4if....... Contractor: License: Expires Use Group.,:,�.,tu ''�rXig:." DIBIASE CORP. CONSTRUCTIOSUPERVISOR-CS02714 Lot S,ze(sq.ft) 7892 2008 if ` Owner: OSBORNE HILLS REALTY TRUST,PAUL DIBIASE TR Zoning ::: r aw Rla >i I"c.� Units Gamed: =r-r r 1I Applicant: DIBIASE CORP. Units Lost: t ;£.ii AT: 3 AMANDA WAY Dig Safe# i24, x& 1 3 6gX. ISSUED ON: 29-Mar-2010 AMENDED ON: EXPIRES ON: 29-Aug-2010 TO PERFORM THE FOLLOWING WORK: NEW SINGLE FAMILY HOME(LOT 46)HAWTHORNE MODEL jbh POST THIS CARD SO IT IS VISIBLE FROM THE STREET Electric Gas Plumbing Building Underground: Underground: 4 Underground: Excavation: Service: Meterac Ir� � Footings:. Koull;L7/f�X�� ought ��Vll��klo Rough&1<10*11 Foundation: Final/� Final �� Final OV—P r Rough Frame: DIC /I !,- Fireplace/Chimney: D.P.W. Fire /1 Health l� {` Insulation: Neter. Oil: House# Smoke: t'� f��/O y Final: Ole j Treasury: Water: Alarm: Assessor Sewer: Sprinklers: - Final: a i.�_y� i. y�ph yy. y�r et'_...♦`_...._. i t'»9:..�.//....._..-{_»y..: y� @:...t„�'�'y YYom�. .,.t,1.. .5�I y_•—(�--_.Y ,. Til—i—s Yi Y F �t A ji R9,! �f1 K1)P I I�e���"�L'+ �`SALTA, t'K_ �IIt I WI I .r.,j q Y lYI 1 A 14 { Y illi DaXysA lSi. OF FVN R LLSAnSDF .9atF }`if.Adh3l*:S, lil 11 1 - ' ' p `wry _...... _...,...__.._ �._-. ....,. Coon ��pletiol l Ul vj:`srk r�i7[S® GFidl ,¢ Cal! for Pa �nl �o Occupy i r� y(ii ti•`.l<n5 tlFi:. u ONDIT,��� let � J � -W-AA• '�•V YSQVE AO CITY OF SALEM BUILDING PERMIT Oct 14 04 O3: 07p Century 21 Citiwide p, 3/ Professional land Surveyors & Civil Engineers ESSEX SURVEY SERVICE. 8 - 1986 OSBORNALMER1 991 8 1 - 1970 BRADFORD 8 WEED 1885 - 1972 PLOT PLAN OF LAPID LOCATED IN SACrltr' , MASS. FG;S �a ti ti w� c ii I hereby certify to the 51 _ __ Building Inspector that I have V the premises and the SCALE:/-�G � L ` `�S. rYi rL '.� Pvam�nntt buildings are located on the DATE: ground as shown, and buildings oc _' ;, <' f '[ shown conformed the dimensional zoning laws of iJC�/;' , MA REFERENCE: BK PG when constructed. . to This Plan has been prepared for Building r.�` �•:; �a •';J,.(. permitting purposes only for the above party, CHRISTOPHER and is riot to be used for boundary measurements, I" ai..li,u it Land conveyancing or mortgage loan inspections or N: N0.:33117 o A Plot plans. Christopher R. Mello PTS. 3L ,T.r.�e.; ;r,.,: 104 LOWELL STREET .A PEABODY,MASS.01960 , I, MAS' 9 , Ion 29y CITY OF SALEM ROUTING SLIP CHECKS(DEPARTMENTS R�IREItG'NATURE�FORE BUIL G PERMIT WILL BE ISSUED. LOCATION: '4� 's` A 117 /f /%®/O/L�l1/� /DATE: ✓���� APPLICANT: Q ASSESSORS OFFICE @ 93 WASHINGTON ST. �-. �/ FRANK KULIK ` IC — DATE: �\AXQ CITY CLERK(if involving a new street/ @93 WASHINGTON ST. �7 DEBBIE BURKINSHAW DATE: 3 mac/ PUBLIC SERVICES(Engine ring Dept @120 WASHINGTON ST,4T"FL BRUCE THIBOODDEAU DATE: WATER DEI�1. �irCe �rJS; { @120 WASHINGTON ST,4T"FL. HELEN JIADOSZ DATE: CI CROSS CONNECT SUP'R BOB DESCHENE @120 WASHINGTON ST,30.D FL. DATE: PLANNING �- @120 WASHINGTON ST.,3RD FLV. A&V CCZZI DATE:`7/ CONSERVAT ON�COMMI S ON(Pla g Dept.) @120 WASHINGTON ST.,3R0 FL. DON CEFALO DATE: ?`► 0(- n ELECTRICAL @ 48 LAFAYETTE STREET,2ND JOHN GIARDI DATE: (� FIRE PREVENTIO @29FORT AVE(WILLOWS AREA) CA � CAPT.HUDSON ��//iF x [��+4.� DATE: hPp✓?i,' tvuz,_ c!exd,��o-r J'/�Lf reeo-r++rksada�.vrs aF "05r/u/-10 HEALTH a5 OL41iKcd Jh /e4 -/a paW/ D/16105C Of 3 da-ol[� qi� "ke! m„d @ 120 WASHINGTON ST.,4T" L.A-a 14 6 JOANNE SCOTT��� DATE: BUILDINGDEPT / \ @ 120 WASHINGTON ST.,3R0 FL. X1/2/CSnu(. TOM ST.PIERREC DATE: ***SUBMIT WITH PERMIT APPLICATION WHEN COMPLETED*** No.`��J �JV� City of Salem ward �,CHm4� r l Ul- APPLICATION FOR PERMIT TO BUILD ADDITIONI MAKE ALTERATIONS OR NEW.CONSTRUCTION IMPORTANT-Applicant to coni, , e alkitems in sections.-W it,lit, N,and IX. L AT(LOCATiot6 ld d1? LOCATION sin OF _ eETWEEN AND- �cnosasllv£n - rcnosssrnffn BUILDING SUeDNIS10N Lor—BLOCK, H. TYPE AND COST OF BUILDING-All applkwft Complete Parts.AsD 1 . PROPOSED USE-FOR"DEMOLITION"USE MOST RECENT USE A. TYPE OF�PRO�VEMENT ,._p. 2 13 Add^AddMon(aies0&-dW.enrornomb coa 12 0Q6_t_* to A-A--X edhwn♦1 hwam wmaa"d d any.m ow 0.13) 13 ❑ Two w mme Mmly-&ftrmo bw 1913 0w%wPLdM.mhomn 3 ❑ Afta w rS &2 aowre) of uNe 20 0 kdu+W 21 0 Pr1ui9.gum& 4 O RaPW MMoe w 14❑TMfflm1a11d,moMl,w" Amy- O senios.Mdm�ieOaagtaprr , . Enrr.aoaEaramiu 5 0 'N!erXa9 Ld n+�laaM'.rtsaderbaL anYnmrho .. .-,.. 23.13'11aeP1�4-aetlhNor�l of uroM n&WLda9 a Part 0.13) 15 ❑ Cwaw 24 Q,;OIgea9ada,pclseml 6 Q.Nmv vebcaml. 16 0 Car9ort - 25-E3 Pumodely. 7 ❑ Fbooatm ady 28 0-Sdnel hoary..GUM WWWWO 170:.0 m-gin .. 27.1 ..sfmm neroMla B.OWN P - 28 (3 U v.tme.e. kawtibm 6 r'rwaallar elidl0L Cw9dranerr Ibi1p101i1 _ .29 �_�. ems, 9 PuCtie fFeft Slaft w tial go`smeni . C.COST - (Onwely= NmaesiOePlml ,DmwOe in tleMd,rwioseo use d oraldo9e,a9.hcd.P g poo. _ mad:r..nan.wwdry adding M h=008L eMrnentoy.dfod.SWWCWY SdWa 001894 10. Coat d inwowarr0 s !/�4D• admt)arwM.gwa"i0i aiaien[amra ier"dkewd*g:osim, .a .. .. wv4uWWvWWdu o0exdhwbLAWVmlMaai d+agatl.anter t8moaed ma To M7uMals9 AdnotnCYldsO y J/�' /J . / a EMCDCW (0 c-He1dg,as mdlbnrg �© /1.aO COST OF WAPRoveaBa UI. SELECTED J 13 IGI,i CHARACTERISTICS_OF BUILDING -For new buftngs and additions,complesa Para E-L;de6k -64 to Com on PaAs otllers skip tow E. PRRiCW�W�!L T�n�W, OF FRJWRE F.'PR81Cg0.TTP/E GF'HEATRIG FUEL G.TYPEOF6MIAGE DISPOSAL L TYPE Of MECHANCAL 30.0IJ Via . 3S.L� Gya� 40�.PaafewpamlemnGaY- gg9ere ar at 31 [ Wood hone 38 ffKow 41 0"WMft 08M ank Mcl 32 f3'ShuMmM W 37 0 As�tyY - ,. ..- at 1!s 40-p No 330.Resod mndr 38.0.C4MH• TYPE OFFM ER SUPPLY .YAllweaanWrlo17-... 34 OONW-Sneda•. 39.0 qla,"Spelt,. "42 PuOaGvgrYmlems9nM. 46.[] IYa 47. 43 fth0ft4WWCwWw Etk l J.DIMENSIONS 2 j�j M ,.DEMOLITION OF STRUCTURES: 48 Num r M sWn25 ........ __.......-------_-- 49T. 39Tosquare 1W." eer b Xmr area f Has Approval from Historical Commission peen received a::Xoga Oa5e0 On enenor /� �1r � ,s _..-----�pG�l/.?=_ for any structure over fifty(50)Years? Yes_ No_ 5o. Tow aria area W.fL Pig,Safe Number K NUMBER OF OFF-STREET PARKING SPACES Pest ConhOl: 51. Endoaea `{ HAVE THE FOLLOWING UTILITIES BEEN DISCONNECTED? 52. Outd r Yes No LRlisbH,iTW.BURMRIGSON 53 Endured Gas: Full Sewer. .. Se.1Jraex d - - PsdelCAN BE A PERMRFOR THE BE ISSUED.ABOVE MUST BE ATTACHED IV. COMPLETE THE FOLLOWING: Histhiic Dis!AW Yes— No (If yes,please enciose..dpcumentabon f m-Hist Coraj; Conservation Area? Yeses No— (If yes;please enGose Order of Conditions) Has Frceikevention approved and stamped plans or applications? Yes— No— Is property located fn the S.R:A district? Yes— NOZ Comply withZondlg? Yes No— Ili no,enclose Boardot.-Appeal declsiat) Is lot grandfaftwed? Yes— No— (ff Yes submit documenfafion f no,submit Board of Appeal decision) tf new'consi ruction,fres the proper Routing Slip been enclosed? Y, No_ Is Architecture!Access Board approval required" Yes._ No-L (H yes,submit documentation) Massachusetts State ContractorLicense#�a Salem License# cl� Nomelmprovement ContrecBor# Homeowners Ezemptfonn'(itapplicable)'Yes— No— CONSTRUCTIOMTO BE COMMENCED WITHIN (6)MONTHS OF ISSUANCE OF BUILDING PERMIT CONSTRUCTION IS TO BE COMPLETED BY: ? S�� tf an extension P submit in writing to the Irispector'of B"urgs:: V. IDENTIFlCATION- To be completed by all applicants Mm Maebv amm•Neatw,wearedK arM sot ZIP Cafe Tel Nu �a1. l�, 0 7 Dl fO X33 Z h Art,1rllC.w . 4, I Hereby certilyrtlat the ;workisa*wRect YIe owner of record and 90 I have been authorized by thio owner m make this appii�eon as his aumorrseo - aria oro W-... aodicable laws of this iurisd�iction. 7 �Sgnature of=% Adtkeas _ (/� / < , h �. i DO NOT WRITE BELOW THIS LINE VI. VALIDATION Building.. - FOR DEPARTMENT USE ONLY Permit number Building use Grow Permit issued 19_ Fie Gmdm Building Permit Fee $ Lj" Certificate of Occupancy $ i Dv Loa° Approved by. / Drain Tile Plan Review Fee $ (•fid .TITLE �- NOTES-AND Data•(For department use) PERMIT TO BE MAILED TO: DATE MAILED: Construction to be started by. Completed by. VI ZONING PLAN EXAMINERS NOTES DISTRICT USE FRONT YARD SIDE YARD SIDE YARD REAR YARD NOTES SITE OR PLOT PLAN•For APPIkant Use oN Commonwoalm o/ r/1,2JdacLialb y �1Jepaclmanl o�Jndiulria[ �icciasnl� 600 rV�VwLnylon S11,41 James J.Camooell 4Jodlon, �r/asanc�im.lts 02/ 11 Com.mrssrorse/ Workers.' Compensation Insurance Affidavit with.a principal place of business at: do hereby certify under the pains and penalties of perjury, that: () I am an employer providing workers' compensation coverage for my employees working on this job. GUG O JA3/�S3 9a/� Insurance Ceftrepany Policy Number I am a sole proprietor and have no one working for me in any capacity. () I am a sole proprietor, general contractor or homeowner (circle one) and have hired the contractors listed below who have the following workers' compensation policies: Contractor Insurance Company/Policy Number Contractor 'Insurance Company/Policy Number Aalle Contractor Insuran a Company/Policy Number O I am a homeowner performing all the work myself. I understand mat a cosy of this statement will be forwarded to the Office of Investipuons of the DIA for coverate verification and trot failure to secure coverate as«durrco under Section 15A of MGL 152 can lead to the imoosttion of criminal otreatties corststint of a fine of iso to S 1.500.00 and/or one Years' imdruonment is well at civil Densities in the form of a STOP WORK ORDER and a fine of S 100.00 a day atairut me- Si e. Signed1s day of Li see/Permittee Building Department Licensing Board Seleamens Office Health Department TO VERIFY COVERAGE INFORMATION CALL: 617-727-4900 X403, 404, 405, 409, 375 OF .SALEM. MASsrACHUSE775 PUBLIC PROPERTY DEPARTMENT 120 WASHINGTON STREET, 3RD FLOOR l ; s SALEM, MAO 1970 TEL. (978)745-9595 EXT. 380 �prnra FAX (978) 740-9846 STANLEY J. USOVICZ, JR. MAYOR DISPOSAL OF DEBRIS AFFIDAVIT In accordance with the provisions of MGL c 40, S34,I acknowledge that as a condition of Building Permit# ,all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid-waste disposal facility,as defined by MGL c III, S 150A. ///x!'161�I�/� ��'�lt�C1 *�l✓7 The debris will be disposed of at: �--- Location of Facility M ignature of Permit App cant Date FULLY complete the following information: (PLEASE PRINT CLEARLY) are of Permit Applicant _ fArm Name, if any / Address, City & State ' The above statute requires that debris from the demolition,renovation,rehab or other alteration of building or structure be disposed in a properly-licensed solid-waste disposal facility as defined by MGL cl11, S 150A, and the building permits or licenses are to indicate the location of the facility. MAScneck COM?LIANCE REPORT I Massa Cbusetts Energy Code I Permit R I MA3chdck Software version 2.01 I i -- I _ I Checked by/Date I CITY: ,/dl, /W STATE! Ma39d'0'U9etti Hou' 6973 CONSTRUCTION TYPE: 1 of 2 Family, Detached HEATING SYSTEE Type. Other Mui.-Electric Resi3taOCe) DATE: FRU::N...f INFORMATION: /1/di`' dordaq� ' COMPANY INFORU'IATION: CIBIASE CONSTRUTION CC.' COMPLIANCE: PASSES Required :Jh = 472 Your Nome = e72 A['ed O3" Cavity Cola. Old r.l ng/Door Ferimeter R-va)4P Ft-Value U-Value UA ___________________________.._-.._--.-.-_________-____--_.-..___-____--_____-__-__ CEILINGS 1367 30.0 0.0 48 WALLS' Mood Frame. 16" O.C. 2468 19.0 0.0 190 i LA.IHv': Nindows or Doors 309 0.500 155 DOORS 22 0.350 8 DOORS 38 0.220 9 !'WORST Ovec Dncondicioned apace 1372 19.0 0.0 6e HVAC EQUIPMENT: FUrnace, Be.0 AFUE' COMPLIANCE STATEMENT: The proposed building design describad here is Consistent with the building plans, spaCifiCatione, and other Calculations submitted with the permit appliCation. The proposed building hall been designed to meet Che requitement.! Of the Massachusetts Energy Code. - The t.eating load Fur this bulldl.ngi and the COOIL119 .Oad if approprid le, has been ctnterraned using the applicable itandard Design Conditions found :.n the Code. The HVAC equl ment este!ted to host or Cool the btildlnq ,,hall be no greater thA 1 of tn�design ad as specified in / Sections '180CMR 1310 d e.4. �- Date !! 7 Builder!^esignec - 99Colonial 8 - lbd nails Drartingper connection 918 -414 - 1855 Ridge vent Ridge Board Collar Tie p Roofingg Simpson Strong-Tie t 2 x 10 10 I6" O.C. Strap Tie LSTA21 lo� ---- -- or equal ( typ.) Vaulted Ceiling Ridge Vent Connection Detail 12 Ridge Board - 10�-- Colla TieCeiling Fram Ing —-- Roofing 2xIO6W, O.C. 2X1016" O.C. ---- Fascia --- Attic Framin�q Fascia —Soffit 2x 10 616OC. Soffit O —Exterior 3 6 o Wall M 2 x 4 6 16" O.C. Exterior Wall 5 m w First Floor Framing r Second Floor Framing per{ 2 x 10 6 16" O.C. Second - 2 x 10 Q 16' O.G. ---- OUR — Sill - - :P Fire Blocking LVL or Steel Center Beam _—_-- —-—- Lally Column 4 Footing — b" Foundation Garage ZGarage Finish Section 4 Perimeter Drain V4" = Ib" (per site Approx. Garage Slab conditions ) Fmk 2x Fire Blocking 2x Fire Blocking Grade 2x Floor Floor Jotst 2x Floor Jolst Section 2x Nailer Plats CL-235• Section - 3 Steel Center Beam Center Beam V4".= 1b" (2)- Layers 5/8" type-X (2)- Layers 5/8" Type,X wrap wallboard around wallboard wrap around • Steel Beam UL #L524_ Garage LVL Seam j�2x Nailer Plate LL All Notes:enebn & to be field verFied and changes made accordingly. Garage steel Beam 2.. For additional information see "Notes,Specs.4 Details". 3. Drawing print out date; 01/01/02 COiOn�al Ridge vent tread ( min. ) Finish floor _ Subfloor Ridge Board Drafting ting m ` e _ Header 978-474- 1855 Collar Ties ; ---- • --- 12 Finish floor Joist hanger supports central 2 x 4 Ledger b stringer Subfloor Locate floor header I Stair stringer Header to Intersect with r Roofing bottom of stringer n'y' S'6" 2 x 10 Q I6O.G. Attic Floor Framing 5ase Detall Top Detail r Attic 2 x 10 I@ Ib O.G. -—- 2x Headel 2x Floor Joist 2 - 2x Header LVL Beam FFascia " ' Soffit I 12 T 9 9' 'O" = 9 2 x 12 Stringers C v m l JtI Ql 2 x 4 Fire Blockinngg `� co 2 x 4 fa 16" O.G. Placed parallel with stringers r u .% r `Q Exterior Wall 2 x 4 Surds (beyond) Second Floor Framing Second 2 x 10 fit Ib" O.C. r O --- 2x Neade 2x Floor Jo1st 2 - 2x Header ' I 2 x 4 Studs ' in beyond) I ry m i m C m 2 x 12 St ingqers ` * with Insu�atTon I 2 x 4 Fire Blocking r Placed parallel First Floor Framing M I with stringers Fist 2 x 10 d 16" O.C. 2x Header -- o -_------ 2x Floor Joist FlreBlocking Sill 0o Center Beam. Center Beam cc Lally Column d Footing o u 10Foundation Garaee 2 x 12 Stringers . a Lally column bevrid) Perhneter Drain MlnNnum freed =9" Approx. Czara a Slab ( per site conditions ! I Finish i Grade _ CL-235: ^'� I Notes: air � a � S�GtiO� C'L-235- Section — C All dimensions to be field verNled and changes made accordingly. 1 0V4" =1'O" 2 For additional Information see "Notes,Specs. t Detallb". l : - 3. Drawing print out date: OV01102 -— Ridge Vent Colonial Ridge Board � DraFtin -- - Collar Ties 1/4' Shrinkage Gap ( mfn. 918-4 4- 1855 IY 3/4" Sheathing io� r LI15 want Roofing Doubleear Eallboard trapping 13,0" 13'0" 2 x 10 Q 16" O.G. LVL Beam Attic Floor Framing Flush Framed Beam r 2 x 10 'fit 16' O.C. m Attic -CO mi Soffit 2x Bottom Plate _ - 2x Band Joist m Insulation (II r 2x Floor Joist 0 5111. 1-2x6 P,T., 1-2x6 K.D. Q Second Floor Framing w/5111 Sealer d Second 2 x 10 9 16' OL. U 11 0 p -— -— 2 x 4 B 16" O C, b Anchor Bolts ' ---- p LVL Beam Exterior Wall - +� - Concrete Foundation t m LC 1� z Standard Sill o � - a or � � L Frst Floor Framing a m First 2 x 10 .9 " O.C. -—-— 16Lally column cap _ Sill Simpsom LCC — Fre Blocking Lally or equal - A�prox_ column I Lally bottom 4 base Finish Center Beam Flat-, embedded Grade _ In concrete slab v Lally Column 4 Footing 10 Foundation • • r- Perimeter Drain Basement i Basement Slab (per site conditions ) ally Coluffin Detail Notes: C (_-235= SlGtion I . J� L All dimensions to be field verified and changes made accordingly 2. For additional information see Not. Specs. 4 Detalls". I!4" "I O' 3. Drawlrg print cut date' OV0"/02 III�IIIIII�III�IIIIIIII�I�II��! !!, � '� ���IIlI� !!II!I!I IIJ NEI �I �II�I I 'IIIIIiIIIIIIIII IIII�II IIIIIIIII IIIIII�IIIIiFill Ell 11 "E'O'���IIIIIII AWWS r03 owl - o (9Colonial 92Draftin 918 -414- 1855 36'O' Metal Drip Edge - - - - - ' — — — — - - - - - - - - - - - - - - - - - - - — — — — — — — Step I Ice t Water Shield Flashing �Compasite RooFirg� ,n T � - - - - - - - - - -- - I --- � Ridge yp 0x x ----7—.� ------ - - - - - I � - - - - - - �� , lz ISI - - - - - - - _� y 12'6' 1110' p 6n 1.tf+_tr- 1=1®or Plan CL-235 : „ jRoof Plan van 1,01 Roof Sheathing -- COIN Joist Roof Rafter Ridge vent Insulation Maintain 1' mh clear. Rafters ' 5/4 x 6 Filler Ridge Beed , air apace , Fascia Colla Ties 9 4'O'O.G. RoorRat9ers Wall Framing `-- :. aeetal3oard Sheathing - --- --- - -- - mioth verrEkg Standard Soffit Standard Rake Detail Ridge Board . Notes : G All dineasfons to be Field ver69ed and changes made accordingly, 2. For additional Womatlon see "Notes,spec'&.4 Details'. 3. Drawfnq printout date: 01101/07 36086 Colonial ' 6O" 9;0„ , „ Drafting 978 -414- 1855 4'O" 5'O" 2x Studs Exterior sheathing 2,101/21, X 3'5�vent Vent 2101/2' X 3 5' Wide 2x Nailer 21101/211 X 41511 F „ Fan n ® ; late = Walk-In Bedroom #4Fan Bath Closet =2x Plate jr2x 2,9 X interior Partition 2W 2 - -- 4 2'4" ?6 e n n Connection Detail Wall _ closet Closet % 2x Studs Post `r 2'b® 2'4" O Post O Post r_-- N 2x Nall z , �---- - n i , , --- 313/4 - i Insulate corner 'a 2,6" - -- O Tx Plate 3.— C I. _-- p X 2x Plate Corner Framing Detail 3'b" 3'8/2" _ X M Bedroom # 1 Bedrm #2 - o Bedroom #3 2x Bottom Plate 26 - 2x Band Joist Floor Sheathl n ' n Y2" X 45" 2901h" X 4'5" 2'101j2" X 4'5" 2 KJIh° X MS" T 10 2x Floor Joist . Post Post 2 -2x Top Plate 2 5'9" X 4'5," 1 �• 3,3n (0,0 11 3,3n 5'b" 5'6" 3'3" ( 1011 3'3" Exterior Interm. Flr. Veit lib' Cl -23�5: Second Floor Plan 1. All dimensions to be field verffied and changes made accordinglyl I/4° 1'O" = r 0 2. For additional information see 'Notes,Specs:4 Detalls' Living area .sq. T t, = 9(o3, 3. Drawing print out date= 01/01/02 5 Colonial 14134 24'4/4° Drafting 918 -474 - 1855 46n 5'°® 4' 3/4" 2'3° 4'9' 2T —I'Cj' 1'81/41, 31311 2i3n 1i8' 4i4o r I ► r € z at �4 +p;'i 3 0 �+ Post 3'5" X 3151 I 216, 6 3 5 nt ------- o ; El D F - - - - - - - - - - - - - - - - - - Breakfast K itchen �h° Lav - Actual cabinet layout p o O may vary — 2'4" I N I T[ Cn " i " 3VII ,43/4" 3, I 56 10 38 30 3134 . 3'0" I _ dam it y I n 2 - 2'°„ o Poet x o, � t�tr ---- - --- a - `" vaulted ceiling e�,_ 30Post _28 "n O Poet / O _ O tV Q - - - - - - - - - - - - - - - - - - pining,. . - -- Living DN 2'IOVs' X 4'9" 2'101" X 4'9" ",&o; ; ._Y - �.. f=oyer ; O 2'10/1" X 4'9". 2'101/.28 X 4'9".-- i iPML Z�& ' 1 - ' ' " " " 210�z X49 210�t X49 4OB 6OI 14'0° 3131 �iOn3'3" Z'6 3'°" 3'°nn 3'3' Bion 3'3' IPO' 3b'O' s 01' LL Auld enslorm to be Field verified and changes made accordln I . � g gy C.L-?.3'�= f=irst floor Flan 2. For additional InFormation see "Notes,Specie.4 Details 3. Drag ink pant out date= 01/0 1/02 � ?' a °° $Fi'i3/41I 23'4/4" 41611 51011 ' i ' 70'/4' " 1310" 61611 17}34 _____________ ., 41 ,. 1 1 1 -- r______1 ,,, L______________ __—___— ---------------------------- -------- __-- ____---__—__ __--___—___—___ ' --------� L--------------------------------------- -------I -------28 X13 2B" X 13' , r-_ ,, I n 1 1 1 i W O 1 i - 1 ; 10 /-Garage Finish ks _ Ba of slab TOPof i —Ref.EL i-)T-8" Ref. El. O'-O"� 1 O ' ; C�carage 2 - Lally Column 4 2'6' x 3'0' Footing Basement i i I req'd ) ' 124' 611 516" 51011 6,011 511011 °s i13'2u �0 � �r , , . i;' '642' 3'51/111 i ,•;. , Center LVL beam Center Beam , • I ,t , r-n --; Beam Pocket ; L L_Ly 1----- ( I req'd ) r Lally Column 4 Footing ; 1 i • ' I 4 Q IO cq, '- - _ - ------ - - - - - - xi , Basement Slab ; ; � � I i I 2-9'011 x To" Overhel3d door p M L_ -- o ° I ' 1 ------------ --------- ------- — 10 --_--- - 1 L ` arain) Ste se Entry Door O n 10 Foundation , f frost II Footing: 1 ~ N I 411 (min) Step down ' " I I ;__________I_____________________ 1 1 1 p Bottom of ng` , – - - - - - - - - - – ' , - i , 41011 below rad iminJ 1 — - 1 = _-- 1 1 r_________________ ____________ 1 1 1 ' •1• / _______________- '• ' 1 n ----------------- _ _- _- - 51¢n. TO, 613" 61311 .: 11811 12'6" I11,01, 12'6° 121411 , 1410" 36'0" No d�Imenetone to be field verffied and changes made accordingly. [ ( -235' Foundation F1,511, 2. For additional fnformatfon see 'Notes,Specs.4 Details'. 1/4" . 11011 . 3. Drawing print out date: 01/01/02 Noted, Standards Detai is Framing�Planll Stairwau: Foundation Plan: (gist Lamer Joists under gtafr_w� Width 30" - 38" high Sear�artitfon : parallel load bearing partitions shall Stairways no less than 36„ in clear width. • Perimeter Drain : 4” perforated PVC pipe, doubled or a beam of adequate size to Crushed stone, Filter membrane cover ( per support the load. Treads and Risere : site conditions ) Riser height 8 1/4" max. ' The ends of all Joists, beams or Tread depth 9" min. Founciatton Dam Foundation girrdders shall have 1 1/2" (min.) of bearing on Tolerance between adjacent risers: 3/16" walls enclosing abitable or storage space wood or metal and 3" (min) on masonry. Total riser dimension tolerance: 3/8" IcI i shall be dampproofed from top of footing 34" high (Blip) to the finished grade.' Drilling and Notches : Notches in the top or NoalW Profile bottom or Joists shall: A nosing shall not extend more than 11/2" Stair Guardrail 36° high (Illirt) Floor Surface : Garage floor surfaces shall Not exceed I/6 depth/Joist beyond the face of the riser below. Horizontal slope to facilitate drainage toward the main No greater than 1/3 the ctepth/Joist Not be in the middle 1/3 span. Guardrall vehicle entry/exit doorway. Notch depth at the ends or the member: Headroom : 6 -rominimum Not exceed 1/4 the Joist depth. FoundSill Plates t Anchors : Fireetonntno Shall be provided to cut Handrail /Guardrail I - 2 x 6 (P.T.) E I - 2 x 6 (iG,D.) with sill Holes : Shall not be closer than 2" to the off all concealed spaces between stair sealer, 1/2" dia: (min.) with 8" (min.) embed, top or bottom of the Joists, or adjacent stringers at the top and bottom of the run. Spaced 12" from end and 6'0" O,C, hole or notch. Hole dia, 1/3 the depth/ Joist max. Guardrail Details Beam Pocket E Girder Ends : Raised surfaces 30" min, Pocket for 3 - 2 x /2 Center Beam Ridge Board : Ridge board shall be at Guardrail height 36" min. 6" w, x 6" dp. x S" h, Shim beam with steel least one-inch nominal thickness and not less Open sides of stairs 34" min. shims or hard brick. The ends of wood than the cut end of the rafter, girders shall have a 1/2" air space on top, Guardrail 012onfno _imitations sides E end, Maximum Allowable Clear-SGane Guardrails shall have intermediate rails which Center Beam 3 - 2 x 12, 5-P-F No. 2 or For Joists/Rafters prevent e the passage of an object 5 or ore Indta better. All splices to be located over Spruce-Pine-Ffr Garde No.2 or better Exception: Triangular spaces formed by the columns and staggered. LVL per mfr. specs. Modulus of Elasticity "E" = 1,400,000 riser, tread and bottom rail of a stairway fb = 2 x 4: 1,510 2 x 6: 1,310 to prevent the passage of a sphere Laliq Column E Footing : 3 I/2" dia, cont. 2 x 8: 1,210 2 x 10: 1,105 6" to dia. filled Lally Column, /2'6" sq, x I'3" dp, ft'g, First Floor: Live Load 40 per, Dead Load to pef 2 x 10 m 16" O.G. .= 15' - 1 Irl" HancFafle : Hdving 30" min, E 38" max, height Garage/House Entry Door : Openings from Second Floor E Attic (possible rooms)- Measured vertically from the nosing of the a private garage with either solid wood Live. Load 30 paf, Dead Load 10 pef treads; shall be provided on at least one doors 1 3/4" thick (min.) or 20-minute fire- 2 x Io ® 16 o.G. : 16' - 6 1/2" side of stairways of 3 or more risers. rated doors with a 4" min, sill height, Roof: Snow Load 40 psf, Dead Load 10 psi Handrail Grf Size ;Other cross section: Garage Finish - Fire Separation : 2 x 10 ® 16 A.G. I5' - 4 I I/4" min, E 2" max. Other shapes, perimeter: 5/8 inch (minimum) Type X gypsum board All structural materials shall be void of any defects 4" mina E 6 1/4" max. Gross-sectional: 2 5/8" applied to the garage side. that 'may dimish their capacity to function In an max. adequate manner. Structural Engineering or any Tr Basement Ventilation : Provided a min. of other professional services that may be required Design Load for Stairs: Live Load = 40 pef, four sliding type, or awning type basement shall be provided by others. Stair treads shall be designed for a single windows for every 1500 sq. ft, of floor concentrated load of 300 lbs. over an area Join and help support area. of four square inches. Minimum Catling Hefaht i Design Load for Guardrails and Handrana: the housing industry 1'-0" minimum, d beams 4+—Roof Rafter 200 Tbs single concentrated load at any North East Builders Association of MA, Inc.. point along top. 170 Main St - Suite 205, Tewksbury, MA 01876_.. Crlcool_ le Walls Foundation cripple walls shall be framedof studs not less than theTel: 978-858-3555 Fax: 978-858-0111 studs supported. When exceeding 4'-0" in E- 2x Ceiling Joist height, walla shall be framed of 'studs having l - Joist Hanger the size,required.for an additional story:. 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Notes, Standards 4 Details Specifications: General Notes: A{{Ie Access : Walk-up Attic Stairway halfwall around stairway O - Indicates Smoke Detector location Minimum CslaztExterior glazing area Basement : Unheated ' of not less than Sqo of the area, 1/2 of the I. All eubstituttons and/or deviations required area of glazing shall be openable, Center Beam : 3 - 2 x 12 4 LVL or Steel From these plans are the responsibIlIty Minimum Ceiling Hei�aht_: Habitable rooms, Collar Ties : I x 8 g 4'0" O.C. of the contractor, except kitchens, shall have a ceiling height of not less than T 3" for at least 50% of Doors 2. Contractors specifications take their required areas. Exterior: Insulated U = .35, Sidelights 12" Interior, Styles: Hollow core raised panel precedent over any information Sing Room Window Or�n'a : To uncon d spaces: Solid core, U = .54 presented in these draw( prese �• 3.3 sq. ft., 20" x 24" in either direction- Exterior Door : Steel, U=.35, sidelights: 12" 1 3. All dlmenstons,are to be field Exit Doors : I- 36" wide, others 2'a" wide verified by the contractor and any Fireplace 1 Zero-clearance Gas Direct-vent adjustments made accordingly. Interior Doors : 30' wide x 6'6' high (min.) B'amina Spruce Pine Fir No. 2 or better 4.Pro ert Zont ,Dimensional Set Exception: Wall Stud Size Heights: &a" p y 1. Bathrooms 28" (min.) Backe,Septic/Title V issues, etc., are 2. Existing Bathrooms 24" (min.) Foundation Walls the responsibility of the owner. Anchors: 1/2" Anchor Bolts is 6'-O" O.G. Smoke Detectors : 10" Conc. wall, 8'O" pour, Attic Ventilation : Ventilating area shall be I. In the immediate vicinity of bedrooms., 10" dp x 20" w footing. 1/150 of the space. This can be reduced 2. In all bedrooms. 1/300 when a vapor retarder is installed. 3. In each story of a dwelling unit, including Garage Door 9'O" w x 10" h basements and cellars, but not including Kitchen Window : Verify location with crawl spaces and uninhabitable attics: House Wrap : Tyvek or Typar kitchen cabinet design and/or supplier. 4. 1 for every 1200 sq, ft, unit. ' Insulation : Floors: R19 Bathroom Window : Bathroom windows Safety Glazing : All doors and fixed side Ceilings: 30 located above or near tubs, whirlpools shall panels with 24„ tR o either side of a door. Walls R15 be provided with tempered glazing. Exposed bottom edge less than IS" above floor. Individual panels that are greater than Interior Wall Finish , Blueboard 4 Plaster Bathroom / Lav Ventilation : Every S sq, ft. bathroom and toilet room shall be Roof : Underlayment: No, 15 Felt equipped with a mechanical exhaust fan. Window Grille : Window grill pattern and Gable Rakes: Built-out: 10" configuration per window manufacturer Gable Returns: Plain specifications. Ridge Vent: Roll soffit: IO" Shingles: composite Sill : I - 2 x ro (P.T.) t I - 2 x ro w/sealer Sheath[= Exterior or Wall: 71/16" O.S.B. Colonial Drafting has been Floor: 3/4 T4G Advantech a member since 1990 Floor under Tile: 3/4 Subfloor 1/2" underlayment North East Builders Association of MA, Inc. Roof: 1/2" Plywood 170 Main St- Suite 205, Tewksbury, MA 01876 Shutters : vinyl Tel: 978-858-3555 Fax: 978-858-0111 ' Sidt�na_: Vinyl Clapboard } Windows : Rivco "Town 4 CountryT " Flan: CL-235 Wall Stud -Size 2 x 4 ,@ 16" O.G. / House Features law 71 IJill. • 401 All, nlnounlnnlnonnntu�nonn/ Garage Innunmununnnn/Inn/uvgn�unonnuumnnou/nnlon nnnunnnntu�nn mnnnnmW/lun/nW/lonnon/n Inolnn/ununn�Innntt► IInolnnnnNnnn/1 nn®/tmmnmostm�n�n/tnoun /uonlmmmlmmulnonuwquimnlnolnnninn nn ninlnnnnnmounnononW �tlumm�mntmon- vononomn�lno/oa/iunl/sntnununonm / / In/nunnn/u/n/1/W/1 �� �um/nnonm 1/umuenn/lunnon/ntn/nnnl un/Inotnn/Innnr, ��nnnnnnnonun /Inutnnmaims tof INnnnlnnnioLivin qmllnw nNIEMEMnunuenunnnN Innnn/mnnnn =MINE INN signs um/inm/Imn/t /tum/in nlnulmmm1n1• annnunnl ntlnnl/EIIt / nlnunn n NIInn�uo an/uunn �IniWnnnnunn�ni�lnnl lmmot Kitchen ' nn W nnnI�ll�tnilnin�nlnl �� %�� 1/nnti//ni■/nn/nil/Ilntl/Hill/I • li/11t/�/1/tnl/1//n/1/tom/It/0/1/trail/I.I�U/V � t�/1//Wlnn/I//n/It/n/1/tom/It/n/11 /�ntli��n��tll�nn�nlllntnlnnti�n� �I�tinln n/Ind/I��/Inn/inntli�� \Intlnl�tl�Inn�innnln/nin��InniNr' �Innnlnn�Inn�Innr1ln11nln11nln1. 5reakFast IIN/ntl//nilnnl//nllnntl//ntn/�' �����_.���Nn���ni.�.�sv �l� tlnntn/nl/�ntl//ntn/n11/tntn . - 11/Ind/10�11//�/1/11/Itln/Iltn/111' w•- -'-"--�� , Lav �__ -n_�_..- -u....o.-...�..s.0 Inn�I��/I�nIIIi�n/Inntlln�/Innes - � - � - �Intlln��nl�n�Inll�ln/nlntlnin11�1 - nnnnlnWnoWnnnnWunln/nl p= H■ =p— ■■■ -: C= ■■■ ■■t �= ■■■ =�=_ ■■■ I��InWnn�InnnnWnnnnnn/ p= ■■■ =C = ■■■ -: C- ■■■ ■■/ _ ■■■ - - ■■■ Laundry nnnnunnuununlnntlunnW :- ■■■ _=p= ■■■ =: �- ■■■ �_ ■■■ _== ■■■ =- Innt/�/nt�/1//n/I/t./It/n/1/tnnun nnnnnnnn/ := ■H = = ■■■ _: = 1■■ — -_ ■■■ C= ■■■ _: Inenlnnnlnnnln/nlnu/n�n1 — HlNnin�tln�tl/tlnll//�tl/tfntlntlP 1 W nn/Ion��/Innnn�/Inn�n atnn�l��nnaunnn/nln�onWl. -��' ulnmm�n�nunnnnnu/nnnnl r� 5edrcoins iWta/IWnun/Inn/lumm�nun ��r� - i Bw Ems son Ems = == vt = = y� =° ;i 0 i y— ■■■ ___ ■■■ =- -_ Total Living Area Sq . Ftr: TotalFoot-print INN Drawn by - =_ = 1 / 1 • dp d 9P) Draf 1 978-474- 1855 i - House Plan Number ! • CL 235/22012 w :ww w w - w - - w a• _ w w w: • I , . : S P%/act /ecetd�n� - Con�Peiasa �Residewtia/ 1.6 X 40 Co�ol�ia/ mar/,borou�fi �F'oad f' 0. fox 780 ,L/v/req Area =?L53 sq. �'f. Sa/end l`lassachus�ffs �,ynnfie/d, 1�I.4 0/940 Cairnrau9 ridge vent :78I-334-9899 � ' 10 } Campoe/le roof/ng �7 D ® ® — ® AMU audborrto tS Second BY PLAT I ANc ac,, L .. r _ oar •_.::_ . ® ® — — ALl Fifth pNCe.MtITt;TH`_'1RE CbL — — ,4pprox. Ffnvh Grade I I 1 1 1 1 1 1 ______ 40°(mNiJbe%rvgrade I I ----------- _ 1 ______________r_________-________-___-____J,__-1_, / 1�7 No L----------- �r�nf Zeyd1ion - # 4//d/meneiora to be fIe/d verb�d Bnd chargee made according/y, prdun may- # Extenfor e/d/rg fr/m mou/dNe and data//e per bu//der anec�fcat/ons 3//6"'/O° yon �r/Prnfecf Ar 978- 74-/855 # F/n/ahgiade/e•aho/an ae /6 be%m top of Foundat hiz # /!U//hbaednom JDoors= Mf% s/re, dee/gn, layout andiddcat �4$7,6 dram/rg/e //x aper bu//der. �� —313 1"*24. # prNngpr/nf out date 06/x/04 II h 12 10 D Ad ILLH LLJJ a o a o a a o0 00 - o0 o a a a mar E/e lratior� //��•/O• //�"•/b' //8''/�� Notes" # 411 dbemk-7m fo be fo/d verH/ed and ci+anrgaa oma ercona/ng/y. e Exterior S.tahg rr/at Mou/dhga end Deta//e arperBu//der SpecB rcatbns at Fh/shgrade is shoran as /6'be/aro top oF/ourd"'s 2 , l//hdow/Doora� S&& Des�n,L4vut ana Deia//aperBuJ/der l!/hen Mb e*mAj b //x/7, R/s [he scale as 6v'L-ated. # 491-mvprht out date= 06/1D/04 171 ' l79�9' _ /393 40" ----------- ----------- - --------------------- --------------------------- -------------------------------------- -_---- - -------------------- r --------------- --------------- 8 X77; i1I ' I �(maxJ /marl -. -i � 5/8"fie Xgrpsum ma//board � Ih, � � /be i vfa//ed fo the Gave 4"Cox�te$/ab j� i Olde of laallweno'ce//mg or d x d-d/d welded xis leVy r 7 a I ' 4 � h ; ; � � attrc lorl7s saps-atbn p/eyed et mk�,depih o!the a/ah '�`�,� e 1 ?,500 pg./, concrete 1 <!pp i/Equ/va/ent - � D I 3,500ps.L cancisfe ?-3//?"D/a.La//y Co/vmHs a � i xe/ded lams lahr/c IURh 16"x 46"x/3'dp,loot/ny M� ; I I' I p/wed at mk/-depth o!the I I 16 0 I A . / 60 5BP e 60 60 4//9s ; a .OK q ' 3 ;---r--;--- ---- RS O AN � 5h/m beam la/fh steel , 1 g W'O,43 LA&co% pJ-/a/4'x 9 U7" 76'sq,x/3Ydp. loothg 5p//ces /acated over ' (VA) ( �' 94'h h • _• I I O Bottom nrt2wf/ng 4-0 co/umns&Id 8taggersd o be%x/mi/shLgrade(9h) La//y column cap l3 nsq e�J In , ShpsomLCC a'` I 000-0 1 _ J ore sal a 1 I, c� ' La/l�(lybottom /base °j I P /Ito floe i p/ede embedded I 4'(m�J5fep dawn mto Gerey O (�j"Cont, t!/a///BO"Pour(�J _ h canrisfe s/ab ; ; I ?D mmufe lie door(mNrJ � rj 3,000 ps.L coHcnsfe k l , 70'!!/. COH1A 1t9: — -------------------------------------- ' r------------------------------------- a Lel/y Column Det�l/ - -- _____ 14b" Ll---------------ao" /40" 4ao' 2a" CL - /3= Foundatfoh P/ars Gdra.gre &vd ecr /it =583 Qdeemenf 4"d ary. ft =469 4ob" 66" 66" 4Bi" 'o 3Fjk 10" 4$" Al, 9" 63" 18" - Ri � a Olnli� Actual camel/ayautMdy''�1001o � o i a Q h1 � � a Lv LA _ Lara c%aaace - O 0 h 4 s Llvingr - ____ faml/y a " h a G/. C/ h 3 0" 19 Ir 40° d'O" 40' ?;f��" 3I�" 3/•"4" Z;F7fe" 40" 60" 40" , #Males ,funs fo be!,�/d ver/I/ad er�d chaygea sande xcard9g'� t 1 # Yerr93////Ardour and Door Rough Openhgs m/!h mesxdattur�r 8pecb"�erbnr- CL —3I3- !�jrJ L �/��r P/t�� # Tempe�d G/ezArg sig//be Esta//ed at a//ruhdoms/acaieda� U4 /O" fobs end mhlpoo/s. .4nyg/er/ng/oeafedc%seg^thev�/B"fo ffxr fYoor. - # ldhen thh dr.WV b //x/7, /t a the sca/ear Adej ed. L/j/ a4B sq, & Ar�83 # Dremhgprkd aut date= 06/"/04 49" 39' w T�' " Zd�J X 35 s X35 �i o V ' 1(� � �O a !Ua/k-/flh ry 1�1 BaBath = Cox #4 C/oaf °Hol Q 0. � i 0 a : SS h � O Bp ?p d/si b° 'i" a a a a a m --- ahp60"SL/D/NG 24" O ------ 0 a � 8edwom #3 m S /4/� m 14/14 ° Zf?°X49° 1%O°X49° 1%D°X49° 1a°X49° a 40" b0" 4b" 60' bb" 40' 60" 40" 400' # na/vna to be!/e/d vdNXedmyd chargee made eecoin�hg ! / — �/-3� �L�e��d # YerAtJ t//hdam m DoarRmgh ppenhga m/th matiu/a;tcverSpac6/cel/vna. U4'=/0" - # rempensd G/azag LAo &w A. /ft s 2 70 tube and mhlp00% Arg/azAxg/acated c%aa^ti�an,(9"ta the floor, ,it tUhen th/e dwtg tc //x/7,'/I o the ace%m Ad&dted_ # Drardagprhi aut date= p6/WI04 Meta/dr e e �lee lmatereh.�/d I _ I T I 114 36 /4%j9" I - - - - - - - - R,C�ge vent k I - - - 3 - - - - - - I yCoopnoe/te Roof - - - - - - - - - � I .` - ------------------ -- - - - - (' - - -`y /40' /?O" 1410' -/ndlGa&.4 roof a/ope dhsctbn a d Plfch/n/1. ichw d ffi�- /oor P/ars r'� -313- �Poof P/ars # A//d/nanehnx fo be!/a/d verB'!sd aid chengea merle ercardHg� # Yeidy lUta7o4v andDoarRough Open/nrgs mlth Ma�ulacicver Specd eat onx # SmoEaDataetois she//ba /aeetad/h&&IA* Ub,4tt/ea # RooiNg,nater/a/eper6udder 3pecli.�at/onmr. �T/ # lUhen this drvkg is /lx/7, H b the scale as*dlcated. it onvig prht out date= 06/?O/04 IIS Illulll 'IIIIV I II IIIII� � � �. ��io I II I- I I II I�I�I VIII �� I I � IIIII�IIII�III I ' !!� �I!� � II IIIIIIIIII IIlhl�llllll Ift� II o ma. Rage Yent(aallm ioua) ? Ix,9 Calla-776P tv 4b"ac. Fm/e/i!/aor S�aon Sfinnr�-Tts 5ub/%r - Roo/h9 LS30(/eeeh afa'e J !i7"P/ymoad or equal F/Beder .4akAaarFran ?x k7 s0/6'O.C. c;----- S 3/4't!G 5heaihhg Att/c ?x,47 !F7,(5'O•C• _ ; 2r4,Neaa'er 4=' I Sfad atHr�er F=j6Afp Top Deter// 4='- ,-'• SecondF/aar Franhg Second 4T ?x 47 fr7 46'OC Extenhr///a// mal 7x40/6"O.C. 1 IMA s_, o aupPorts centra/ 4=j Sub!/oor a � Fait Floor,5 W*_ ' Weider p� a= 114,Iva Sheath�ig 1x 47lr7/6OL. g eisec�mllhaaer fht ' t �y. Q bot[onmol1etnrBi/ger 1x k7 So/kd Fhr Block 1� m9 /0-7x6 t 4pprazFfth c� g _? lLatB-a/Bracdig (/J-1x6 (KDJ ` Grade 4= ,•' 3/i1'd/a La/�ca/um /0 cow.Fd2 4= m/16"aq x/3"dp.Ftg j 11 17"m-x V,dp.Ft y � -� • 4'(mai✓Concnste S/a5 m/dampproa/,hq . `t Basement ='- mN�acrbaT,t�beneath # 4//throb to be/Ye/d vc9 Ed and chev�ea meas eccordhy CL —3I3' / /��� l7nuJ�' ✓�C L�f�� # Matei-.(9/ea�sperBu//derSpac,T,batf�mc # Nhen thb ciauPg/s //x/1, a A the aca/e m hdfcafed_ 114''/L.7" # Dravprht aut dais= 06/27/04 IO X IO ��ck I I I I I I I I I I I I I q Zx B(P rV Irl AO"O C /O"D/e Conc�fe Phi `r Btaf/ocgl.Fsn,miner end trams meyvaydue 40 p __ __ ---- ---- ---- ---- -- x __ __ __ __xe NrJLedga- La�bo/fs SDld'O.C. Derck �ramincy �vUndaflvn F 4"C/ea(Marl Rdf/ 114 ogl�p# x f/aahV O Posf /Ag balls rD/6'O.C. 3-2x k7/PtJ Deck hg 6 X,6 P_rJPoaf Grade Poat.4nchors �� 1x Deck /ramfig(h'.tJ 0 �& .11,761 Nam^ a a �r S yb - conc✓ete fouradataon Sac Coanscilbil v4 ZA2' Nof�s: # A//d1poroem to be/L-/d vsidXsd&?d c&w4fwa Paa'e arcordig'/y. # Deck Pooh xwlanla/e ea per Budderapec9k�fhns ' # Deck dean/Dada=60/ba pa/'-Lite Load, k7/ba paFDeed Load One/fie otbr/dgV for each B lent ol'ap&% # (//hen th.N *,wiV A //x/7,'RA the aca/e m *dreafed. 0 # Drerri6a3 prhl ouf dela= 06/70/04 P%/ect/ocet.(�n� GontraGr%�,5�= '�sid�r�tia/ 1� X 40 Co%ia/ Mar/,borough Woad Sa/em hlassachus�ffs /7,80 ?I.�3 scy, ff. �, (������i/G/# / /ff O/9Y'O Gantirnraus ridge vent 781-334-9999 Co os/tc roaFlrxg � 12 ' L� ® ® ® ® ® ® APPFY2OVED FFFI `�ojed to annrr ':y al c> t IT u Y - 'T,CTIONDE !CE 11 TYPS ® ® — L J foR C07 s�n'z A;'CIe NITI-11FE FIRECODE. : rTn FMI — — Approx. Finish Grade 4 0°(mh✓be/awgrade --- ---------------------------- - - -----' 11-7 r--- t LYPz` ---------- _/dprn6y # Q//d/me�ione to be Ffe/d vend bd dnd chee made accard/ng/y. # ExteHorsev,, tr/m,mou/dVsawldazwlsa�perbu//deranec/F,cat/OM 3/I6"•!O" No� �r/ProfecfA� 978-474/855 # Finbhgradc b ahoron as /6 belaw top oFFoundatlm 7� # !///ndow !Davis= 1IFr, else, des/gn, /ayaut and dela//s perbuer• C� �3�3 /2� / • # lUhen ihb drawlrg/s //x/7, /t b the scale w kdcated. # Oraw/x>pr/ni 044 date O6�/04 r a h 12 01 IM Jim LLLJ [ED FFH -imp 00 0� as o0 as o0 as as idht �/��atior� r'/ - 3l = mar �/��affor� L off �/��ation Naf�s: # A//dbna�/oiu to be l.0/d ve�9/edax/cha�as mala ercona'Ng/y. # ExtenC��Skt� Tr/m, Mau/dhga etx/Data//e drpd'Bu//den Speci',�ath� # Fhbhgrade b shoran ae /6'be/ora lop oFFauxJatfcn. 2 # !!/hdau lDoons M!r, S/ze, Dean,Layout andDefa!/s parBul/ds� # /!/hen th/s olevrA� b //x/7, /t/s Iha sca/e as kw'kAoe.. # D�aat�p�ht out date= Od/?D/04 214' /7934° r ................................--------------------------------------------------------------------- ----------- r �r-------------- ------------------------- - - - -_------------------_-_-_______-____-- - - a I (marl (maeJ y ' ~ �a'raap F/a/5 ?8 X13 > ; •' ; she//be'pxsfa//ed to the Ga%var 4°Coxrets Slab see alwa///sl asd ce//bg or 6 x 6-616 melded mns A&rx` con /ar/?W sepa-atbn p/eeed at mCd depth o!the a/a5 1 I I 1,500 ps L cnste I > l 4'Cancrete Slab AIA ,4xhors balm or __ ___ _- A ; � � Slope!ar aY Ave ; i � �+ ,dpp d EquNa/enf ; ;O I 3500 ps l caxrete 1-3 'D/a La//y Columns > ; k i d x 6-6/6 me/dad w/`a lahi/c !///!h 16'x d 6'x I I> i p/wed at m.G�,depfh of the a/�, k� ,4ncho�Bo/t ,5pac% o ; a d O. Y � I I O _; Pocket ; z — m 1 s I,---' --- I— --- 1— — — 7 x 7dP x 7h- 5h197 beam mlfh steel , I shtiisorhaaa'br/ck L----, i 0 ; /O'Dia PeY v/ Center Bean ORegv) f dp. 100mg Sp/lces located over D Bottom olld�afA�g 4O columns a�dstagge�d 34 174h(m H✓ ba/om lh/shgiade (m�nJ Guaz3ra// --- zt CO/am (3�qd/ i 51h;bs0mLCc I ore ua/ a ' /a/7/y 9 ; ; P FOUi1G7af%O/1 a i i couom /a// bottom /base 'V/R&embedded 4'/mmJ5tep down into Gang � O {7'Gonc, ai///80"Pour _ " h cox�rfa slab i ?D mvwte!ns door(VA) CJ 3,000p sJ. concrete k' , �1 > O `• ......... ' a 1 L--------------------------------------- -------------------------------------- I r---------------------------------- ' > 1 L�//y column l�et��/ 1 a • PI�' iL O'-------------------------- M�?' CL -3a. YFoundation P/an Gage Asa aq: f� =583 Baaemenf ansa ag. � =469 3 40 b" 66" 66' 4B 69 " ZO" 46' ® � � — � - - - K/tchen a a �/ O Actua 'lay ay a k - V � u1 O a O h a S - 1 tri 0 17 tl a h„ a ii a Q a a a � a IB/O-C/BcTd/1GB a a k s LlJOI ---- ---- u Ptrio a O Zv°X49° ?('J'X49° 1�°X49° 2%0'X49" /6 -• a C� C� - 30" 40° 60' 40 ?��° 3n° # .4 dbomlom to be/L-/d veNr/ed Md chViyes efde e1cudM3 1 # Yer//3////,4rdom ax/Door Rough Openhgs mRh maaura:ture^3pecbYcatb� CL —3I3� firgL f/��r P/�n # Tesp�d G/az.�g si,�//be.®ista//edat a//mhdoms located nee' !i4"=/O" fobs Aid rshipoo/s. 4nyy/ezV/nested e%sr fh�i.V"fo the r/ocv # ldhen thb davag b //x/7, K IF the eca/e at Ax/b&--d L 110I&Sd sq, a 4:7,63 # DravidgpnGit out data= Od/�/04 B0' 86' B6° 4" ± " 5B°X d'9' ° 1:0X35" fO a AfA9dF: � / 41 - Bath z Bedwom #� In 96' a a a h a --- ;74-T' h Al a . .. � 1A 44G" a ma �, J`1 Bedroom #/ E � P � Bedwom #3 ,It ?6° k O IM4 14 P4 � 7;49"X49° Z;fO°X49° Bedroom #? _7;('J°X49° Z%0 Ilk-49' h 40' d'O" 40 dO" /40' 40 0 # .411�ns/ona io ba//L-/d VCYAAbd mid chaxdae L .5 F/oo� P/an # yw*alAdom mdDoor/Pough Openhge mRh ANW-0--law //4'=/0" 0# Tee�pensd G/azhg sha//be beta//ed at a//mhavms/acaled nea LN�d'73A dC�. /� _ tube maa'mhdp00% Anyg/az,Nq'located c%ar ti,�L9°tc the!/oor, # then 4by dkAv,yy b Ar/I/116 the sca/e ee hd&aced. # 01-Amgtrht out date- 0,612 104 -- Meta/dr e e �/ce !mater sfi,�o/d I 114�a36° /4f4° - - - - - - - ® R.dge vent A I " _ _ _ _ s - - - - - - yCoofaoe/te'cV44ir - - - - - - - - - I halfr�a/% I____________________i• Nt- ` - - - � f• - - y ,(7�-/nd.Gates roof e%pB dhsctbn and P/tch/n/7 d�chee. d ffir� �/oor P/an �'/ - 3I : woof P/an � ,4 �sh� to be f/e/d verB',(sd�d chengaa merle arcerd/ng� f Yer6y/ x-lom acid Door Rouyh Open/ngs m/th Menvlectc�sr Speed fat nnx t eton�,Ahe//be /Ocd&d/n&WA LP,4ll/ca f SmO�Es Aa e /� t iPoOfNg,narenCa/eper9u//der 3peGfrcaL�. . t /Uhwn thb drdmh9 ds//x/7, X,b the sca/s&*dlcated. e 47,—AvVpr*t out date= 061=104 III�I�II� IIIIVIIIIIIII I �� I ��lini .. . �Ill�lll�illlll I I �� ------------ - - I ---------- Fill - I I Ii-I Flll I I IN�I I�IIIIII �I I_ I I I � R.Fage vent (conf,�xioueJ Zx/1 Rdga Bod'd F /x,9 Co//a'Tds ,� Sb�aon Sfibv�Tas Subf/ocr Reb�/orchg,4ng/B �,-- ios&/6'O.C. �,------7XBr 4=_ slap rap Decal/ S pn n Y + 4=J � 4=d ,'' SecondF/oorFrdm/ng ZX4fr7/6 OC cl __ - — a .'Treads 4= , 'LYL Balm n ' 4= ,-' Fk.bfi!/o �' --- S � s � 4=� • � � ✓obf hanger • _4=' ` �PPorta centra/ � � P Sub!/oor Bfr.O�'Br � ,q='-- Fant Floor Frdmhg �� ��� � LOcatB!/oorhBaa'er q= 3/4'Tllr $hadthig g fo I teraect Web Fhst _ Zx f� !D f6'OC. boffom olabhger -- 4=4 ZxYJSo//dfhsB/ock/ng (/J-,7x60'') ,gpproK � � s='- /Latera/Bracing (/J-1x6 (KI>J _j 4 a L YL Cenfar Beam c4 J u 4=j 3!/I'dC3 Ld)�(Co/am /O'Caw-Fdz ^ Cr AV17k,#sq.x/3'd .R - oc =' adoanpproolAg -'- 41(mNJConcrefe S/ah -� mN crbarn�rbenedth mac---- - /� ## 4/dnabna fo ba!/e/d vara�dand chaygaa a�oa eccordhg CLI ' ��� /-/Ouse v SO,^ ��n (i # MaKerI9/e ans par6u//der Spec,BbaYbn� V # U/han fhb aFAv g,& //x/7, /f/a tha sca/a ea hoedfad_ U4''/C' # Dramagpra�[out date= 061OW4 _ I I a 44 r-_ ----------------- ---- i 1 I i Zx B(P.r)tv 6"OG /O"D/a Concueie Pdsr stat lo'-dam Amber ' �� olrFiera and[leads 0 � -- -- -- -- -- -- -- mes/ vaydueto � -- -- -- -- -= -= s/fecondRb�as o� a � I a V ✓obi Haneder(iyoJ I � zx 0 P.r. Lai bo/ie aD 6'OC Derck �ramina� �oundativn L4"=/O' Raf/ �. Legbo/is tD/6'a.C. �-7x,O(P.rJ oack.hg 6 x,6 (PrJPoet Grade Post.4nc17471Y ZrDack iYa *g(P.rJ R a r concriste fcundainn Da :kIA12=5a C0joncilow Nafee # Q//d/namem to be fwd veiindaadC&W&s oraae ecoid j/y # Deck lhhfi met�,(9/s as per budder s�vec6;�•atf�s 0 # Deck des/gn/oedr-6O/bs pe!-LMv Lasa'.d/bspe0ead LoeeL One/die ofbrlag v)l;reach B teal o/.40m it (dhen ihb cbamhg B //x/7,f & the s--.f/res ,hdkdted. # prawkgprhi cul dale= 06/70/04 GENERAL NOTES 1) THIS PLAN /S THE RESULT OF AN ON THE GROUND FIELD LOCUS IS SHOWN ON SUBDIVISION PLAN OF LAND �'Pa6\�� SURVEY AND PUBLIC AND PRIVATE PLANS BY EASTERN LAND SURVEY ASSOCS. NOV. 17, 2003 Loc ids 2) UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND - s¢ MA2[,gD2D VGY RECORD PLANS AND ARE NOT NECESSARILY INDICATIVE OF OSBORNE HILLS REALTY TRUST r ! ZONING DISTRICT, R1 ASSESSORS MAP 9 PARCEL 7 P46. LOT 2R UNDERGROUND CONDITIONS \ r � s!P•� � 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND _ _ _ _ RECORD OWNER: OSBORNE HILLS REALTY TRUST �a DETERMINING THE LOCATION, SIZE AND ELEVATION OF ALL ;\ Rg �, DEED REFERENCE. BOOK 97338 PAGE 313 o o EXISTING UTILITIES, SHOWN OR NOT SHOWN ON THESE PLANS, 0 a p PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED s - / - sa " 2 010 -74 �E. IN WRITING OF ANY U77LI77ES FOUND INTERFERING WITH THE - PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION BEFORE PROCEEDING WITH THE WORK. 89.73 ss; LOCUS MAP -7T, -� 4) THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS /� o „f;717F-5 AND 774E RESULTS OF A FIELD SURVEY AS OF THIS DA 7E. LOT 2 NO CERTIFICATION IS INTENDED AS TO PROPERTY TITLE 19 , 317± SF 6Aa LO OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED !1t"1841 SFr-EASEMENTS / _ x / 6' x 8' RIPRAP / ENERGY DISSIP OR „s 5) RESOURCE AREA DELINEATED BY RiMMER ENVIRONMENTAL _ ARI , / 12' HDPE LLD - COMSUL7ING, OCTOBER 29 - DECEMBER 16, 2003. - AREA a � / / /o��, �/INv 65.90 PROPERTIES RESOURCE ti \ INC. � I � SECTION sl�� D \� OUTLET STRUCTURE i f Sem 1L 25• PROFOSEDpF WOR �_ INV 66.00 STORMWATER MANAGEMENT FACILITY ` L'Mtr � ____ � �- � ./--`: -� SEE DETA i L , No Scale \-T - - �- `� l! cI usruL nt oN I srzv^nms ECR EVR N k Issues 68.25 ��� _ !� / ' ✓� ( ,1 ' b� \ \ rare. 9 EtE n.£T•vi fr 20w (13Zi,, i) IS71- Swtc-6 \ iOO YEAR I v IIS. S1 STORAGE LEVEL 67.41 �/ C I 10 YEAR F FORE AY \ .< a 9 a, :,Is, �-- _ - - SED I ,g c ! V s�-� . STORAGE LEVEL 66.82 ELEV. 67.25 6g k ✓rte-.-� � � REQUIRED STORAGE1�q /_ YEAR p 3 VOLUMES - -- _ �D - / x '2o xtt "yt /F�hc r , STORAGE LEVEL 66.21 11- / (\I // _��_ }�\/ ( � Y.± _ F4tit AV31EM __- � LIQ l -- ELEVATION STORAGE �, i ro ___- --zZ� _ 65.00 (C. FT.) I -,--_ 4' LOAM & SEED / - - �y 0� v I �L��� z 3 ,�; rR' l _.I 66.00 0.0 \-/� _ -- 67.00 1463 LOT 3 / �-- ry- - LAWN �� SEEDING SHALL USE 'EROSION CONTROL MIX' 68.00 2925 0 / PROPOSED _ NEW ENGLAND 'NETLANDS PLANTS, INC., �/ I I SHED �s z AMI-IERST, MASS. AT THE RATE OF 1 LB. SEWER AND WATER SERVICES SHALL P � ROOF -- --'--- -'- - --- - - 0 REOUTREMENTS-OF CITY OF SALEM I DEC -� , / BED �I ^ 1 _ _ _ I.ATERAL INSTALLATION~ N PER 5000 Sr. CIINSTALLED IN ACCORDANCE WITH TH / RECHARGE TYPICAL Pvr SCHFDULE 40 ROOF DEPT. OF PUBLIC WORKS. DETAIL OF STONE FILTER FINISIEDGRACE {tib / RECHARGE e. �- Top Ele{vo!;on os 12" AT SEDIMENT FOREBAY -- --- - pc;C Site Ta'[iEl \ I-� NO SCALE ,`. ;4� o�I �t�< I `(r.��'»,G __ I PECK I 7(9 \ - F11.TER 0".!k � 4� - ' r � (� 3 41J Ac usr>c,e vA: E ;cA P OPOSED DWELLING N I EXISTING FAf3R!C G iEOPAi'� STO•' rcd� - DWELL �, �,G� PRGPos a �rc �- g a 85.4 GARAGE 1 I 50' m I LING Llama 7 zvo �� ` I I IST FLR 76.4 FLR 76.0 i No, r1n 1 uTr 1i /xz POSED ELLING ZoCELLAR 7 121 { `1 1/2" To g6E 'ST FLR 78.9 a _ I 7V FAR CEL AR 92 s' Stone -- --� - / LR 78.s 80 V p _ _� Sr2 CE LINE i i \� ` p� .. S�I� I( _ - __ O> `-I' TYPE K CO,PER "� I PROC.JI 2 CU. IT. OF _ I _- a / 3D' __ - ! SER4ICE EINE V AY s 30 ...__ T'95,�2� 8 g2 ��- S2 i .___.__- _._-_.-_ _ -._.._. �• 3 , SCnEE•.ED LRnVEI t -- GUitB STC•' � __ � � •} J I [ROOF RECHARGE B E U PROPOSED DR I VEVt W a --rg4 � `L � �:, { ao.o - .D,V•< ( I WATER SERVICE CONNECTION D E`i A I l_: N o Scale NOT TO SCALE MIN. 1 INSPECTION PORT / / / - ` \ _ - OP SEd SIDEWALK e-in L Z 1 S PLAN / TO FINISH GRADE / aH�`, g _ - F$, PROPOSED EDGE OF CURB Gt \ P ^PI to LA 11,1 :1.5 ROAD q I 1 .:LIC [l li 1115E [ i -- ---- � \OFA D 12' WATER ' � gz x - ----- --- --- ---- - i / S MH PT 12• SBIIER ez zz (l I 6 . 1�Tr_ __ I I �.G.rr BASELINE ' I SCV ER 9YST GN3 �Jew , .'tA 1S tAMM LEcnD i � 9 MAS$L I NE SHOWN ON I / { n. strut 1 ,.dND ca: . _� ` O S -�---��` HIGHWAY 2002 i i 4 - STORMTECH SC--310 CHAh-0BERS STRAPPING °':-- PLAN 4 AN 6' BY 30' STONE LINED 4" PVC TO DOWNSPOUTS O\ `♦ / �_� T ,�� ••'L ,<. , 1• 1•:: L.f __ � ' ` _-� > _I EXCAVATION (TYPICAL) 1s`IST 01�t �� f �� Q V EXLSR.ND ,II.NII.LG [OOT T SECTION STORM DR $IDRu DPAIu GEOTEXTILE FABRIC QIE� \ �P 4" LOAM AND SEED (MIN )� LINED EXCAVATION -- - 1. n)lL PIC OR IRON SADO:E MAY BE COED TD CDnw£Cr /. / NOTE i ROAD STATIONS ARE I N METERS TO OLCS M PVC. CLAY. 8CR C!£. CR APGN RPE 1 wN CS MUST NAPE RU8D15R or Or S ANO SHALL BC IC PPr / MRI SRAPS SAOOLES MCL NOT B£C[NENIEO aN)O ME PPE 18" MIN6". Wrr66 TO S6"\ikn 4' ItiLF'T s PDLL HA caf CUT mNFOTuto e[COPD c� - STORMi'ECH SC--31U CHAMBERS 9, PIP[ ENTICE BE CDT TO INTO DIE AI INC PIPE II w A VEDIS"Doa. - -- -" 1' -- S CYE/NECRIOrRCCRYMi0TAUOTNCPIPEMMWIASA00IE SITE DEVELOPMENT PERMIT PLAN DR liM[ NYE FII RNC AR[ n'OI ALLOKED G. BUILDING CONNCCRDVS SPIAU OE 01500[0 IN),V✓-11 MWCO o i6^ � ST(h•E TO AT LEAS,NAGE RIE PIPE DIAL£IER off' / L DCA TED IN 6' _ SEWER CONNECTION DETAIL /1 NOI ID SCALL SALEM , I � /� C 2' Min. 1 1/2" i0 3" WASHED STONE - S A L E IY/ I M A S S 9 EST S.1LW.T. DETAIL , PREPARED BY EROSION CONTROL SILT FENCE r, DETAIL EASTERN LAND SURVEY ASSOCIATES INC. L E G E N D 2"x2•x4'-6" WOODEN POSTS O UTLET STRUCTURE -_ 1 ( t ` «F CIIRISTO�HER AT 8' O.C. (MAX) ( Izz ' no scale � �ac�Ala��� . �.C- MELLO o TMH EXISTING TELEPHONE MANHOLE 100 PROPOSED CONTOUR �.p „°v �, {10.31317 p ? CHRISTOPHER R. MELLO, PLS C, SMH EXISTING SEWER MANHOLE 100x0 PROPOSED SPOT GRADE MIRAFI No. 100 SEDIMENT TOP o DMH EXISTING DRAIN MANHOLE cTV PROPOSED RETAINING WALL CONTROL FABRIC ELEV. 68.00 �� �_ 4, _ O" __y PRECAST CONCRETE a1 EXISTING CATCH BASIN HAY BALES ' 104 LOWELL ST. PEABODY, MA. 01960 Dye EXISTING HYDRANT WALL SECTION FLOW DIRECTION I ? v26 [\ J U rna (978) 531 -8121 EXISTING WATER GATE °� 5" MIN - 100 - EXISTING CONTOUR m° " ' EXISTING GROUND I" I,, F, 'Qa SCALE: 1 = 20 DECEMBER 10, 2003 100.00 EXISTING SPOT GRADE \\\ 8" ORIFICE �`DvvvvvvvL° PREPARED FDR REV. MARCH 3, 2004 UTILITY POLE INV. 66.75 LIGHT ON POST TRASH RACK RETAINING WALL 12" OUTLET OSBORNE HILLS REALTY Tf�UST�'" " 00000�000 STONE WALL 3" ORIFICE INV. 66.00 PHOTO REPRODUCTION OF THE ABOVE SEAL IS _ CURB --% INDICATIVE OF UNAUTHORIZED REPRODUCTION1" \ -K _ x _ FENCE = IIII =_ IIII -- - OF THIS PLAN AND IS TO BE CONSIDERED A �' L� "-11""',7730-0" RESOURCE AREA BOUNDARY IIII = ILII = 0 5" MIN COPYRIGHT INFRINGEMENT AND/OR FRAUD. RESOURCE AREA BOUNDARY FLAG = IIII = IIII UNDISTURBED SUBGRADE a�, o �� `� PRECAST CONCRETE BASE ENFORCEMENT AUTHORITY SHALL NOT ACCEPT 0 10 20 40 60 gp A:154 0 A10 PHOTO REPRODUCTION FOR ANY PURPOSE. 6" Crushed Stone Foundation 4 i