100 SWAMPSCOTT RD - BUILDING INSPECTION (2) o�
4� � The Commonwealth of Massachusctts Town of
� �—� Board of Building Regulations and Standards �
� 1
a��� Massachusrtts State Building Code, 780 CMR, 7ih edition gwlding Dept
Building Permit Application To Construct, Repair, Renova[e Or Demolish a �
One- o�T.x�o�r i!t'D�rrlling
Th' Scction Fo OfFicial Use Only
Building Pertnit Number: Date Applied: .
l z, . 2-� . �'-`
Signature:
Bwlding Commrssioned Inspec r 1 Date
S TION 1: SITE INFORMATION
I.1 Property Address: � n Q 1.2 Assesson Map& Parcel Numben
t SCa K ��' 07�- vo6/
I.Ia Is this an accepted street?yes_ no_ Map Number Parcel Number
1.3�o�g Information: 1.4 Property Dirnensiom: ���
�o X�'T /�o, c•.o-o _ S
Zonmg Dis�rict Proposed Ux Lot A a(sq R) Fromage(R)
LS Build(ng Setbacks(tt)
Front Yard Side Yards Reaz Yard
Requircd Provided Required Provided Required Provided
1.6 Water Supply:(M.G.L c.a0,§54) 1.7 Flood Zone In(ormslton: 1.8 Sewage 9isposal System:
Zone: Outside Flood Zyr2? Municipal��On site disposal system ❑
Pubiic� Private❑ Check if es�
SECTION 2: PROPERTY OWNERSHIP�
2.1 Owner�of Record: �� �
�i'11 JCl ti'-�-� %✓vS T /�-D �u1r�r•�r/X"�t�
Na e(Print) Address Por Service: �
� .� � `��" 97�- �ds 4D�6
Signature Telephone
SECTION 3: DESCRiPT10N OF PROPOSED WORK�(check all that apply)
New Const�vction❑ Existing Building O Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) Addition O
Demolition ❑ Accessory Bldg. ❑ Number of Units_ Other ❑ Specify:
Brief Description of Proposed Work�:
�j'u�[-OnvG' ✓e�i4-.n/e.✓� C.c//3'cl f/T �'1n.�T dF r���ov�r�/
SECT[ON 4: ESTIMATED CONSTRUCTION COSTS
Estimamd Cosls: p((icial Use Only
Item Labor and Matorials
I. Building S I. Building Permi� Fee: E Indicate how fee is detertnined:
❑Standard Ciry/Town Application Fee
2. ElecMcal E ❑Total Project Cost�(Item 6)z multiplier x
3. Plumbing E 2. Other Fees: S
4. ,11echanical (HVAC) S List:
5. fNcchanical (Fire S Total All Fees: S _
Su ression
Check No. Checkr o�une Cash Amount
6. Total Project Cost: S ����j� ❑ paid in Full O Outstanding Balance Duc
Gqt1 c1c/J1.6J'L c�N6n! /�►�'+
SECTION S: COIVSTRUCTIOIV SERVICE$ .
5.1 Licensed Construction Supervisor(CSL) G 5 g"f 3�7 //— (,� � 3p/p
��(�,�/�(i�'72,�j [r /LLpF-�+p�.{/f�"7 Linnac Numbcr Expirauon Da�e
N:�mc uf CSL Hplder Lixt CSL T r x� beluw �
1� r�Jc.ir�- zi� �PvJz.�y'J /'IA ry i •- �
AdJress� T Descn tion
� U Unrestricied u to J5,000 Cu. FIJ
Signalurc � R Reslricled I&2 Famd Dwellin
�0�._�j,.,,_ c���� .N hlason Onl .
. RC Rcsidcntial Roofin Covenn
Trlephone WS Rrsidemial Window and Sidin .
SF Residemial Solid fuel Bumin A liance Installation �'�
D Residential Demoliiion �
5.2 Registered Home Improvement Contractor(HIC)
MANm�v�% CoNS71�✓Gi7ed co �s�i"��7�.
HIC Company Name or HiC Regist�5am Name Registration Number
l 3 M t L.�✓E �� I�.�T��^�)J /h/b
Addrcss 3 '—/y�a✓O
�i�>3 3 3� 9677 Expiration Date
Signaturc Telephone
SECTI N 6: WORKERS'COMPENSATIOIV INSURANCE AFFIDAVIT(M.G.L.c. 152.� 25C(6)) ��,
Workers Compensation Insurance a�davit must be completed and submitted with this application. Failure to provide
this affidavit will result in the denial of the Issuance of the building pertnit.
Signed Affidavit Attached? Yes .......... No........... ❑
SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDtNG PERMIT
�. , as Owner of the subject property hereby
authorize � to act on my behalf,in alI matters
relative to work authorized by this building pertnit application.
Si nawre of Owner Date �
SECTION 76: OWNER�OR AUTHORIZED AGEIVT DECLARATIOIY
�� �%�w'�"/, L ���`F'��� ���- ,as Owner or Authorized Agent hereby declare
� that the starements and infortnation on the foregoing application are true and accurate,ro the best of my knowledge and
behalf.
��w�-/1-iJ t� Ha/iorit7 7�-
Print Name
3 - a-7-C�%
Signaturc of Owner or horized Agent Date
Si ned under the ai and enalties of r�u
N07'ES:
I. An Owner who obtains a building pertnit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in ihe Home Improvemenl Contractor(HIC)Program), will no!have access to Ihe arbitration
program or guaranty fund under M.G.L. c. I42A. O�her important infortnation on the HIC Program and
Construction Supervisor Licensing(CSL)can be found in 780 CMR Regulations I I O.R6 and 1 I O.RS, respectively.
2. When substantial work is planned, provide the infomtalion below:
Total Floors area(Sq. Ft.) (including garage, finished basemenbattics, decks or porch)
Gross living area(Sq. Ft.) Habitable room count
Number of fireplaces � Number of bedrooms
Number of bathrooms Number of half/batbs
Type of heating system V umber of decks/porches
Type ofcooling system Enclosed Open
3. "To�al Project Syuare Footage"may be subsiituied (or"Tolal Project Cost"
�
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�I�`.M� I!� WnHI1���I�/��I:ILLT � �,NPN. M.�».0 nl H � nJl%7�
Il�.l. '/77-Ili'Ji`K � I'�x Y7N�.'l;:�'i:t�G
��brkcn' Cumpen�ation Insurancr :�ffidu�it: liuildcrs/Cuntracturs/Elrctricians/Plumben I
�uulic�nt Infnnn•rlion Ptc•rse Print Leeihlv �i
V:IITId ��fu,nw.s�)rqanv.uio�.�lndn�.���ll: !,II� I I"NL� Ca N'�'t/G,D� `"-� lil
1Jdrc,.: �3 �/LN� � i
C��y,Srirc./�p �J�-��4/v17 /v1A D/�`13 ��hunc ;,. Fjo � aaY -9677 �
.\�r.c,�� �u�n employcr' Check the apprnyrio�e bus: � �Pype uf project(requiroJ):
I1.Lf� 1 am u cmpluycr wi�h � 4. ❑ I :�m a gencral cautraetot and 1 (�. ��w construcUun �
cin��byec+(lull �nJ.'ur pdn-�ime).• hace hircd the xuA-cun�r�cturs 7. � 2tmoJeline
?Q I ,im�iole pmpricax or panner- IisteA un rhe anucheJ shcet. �
,hip:md h�ve no umpluycc. These sub�contneton have N. ❑ 17emoli�ion
�.orking tiir me in �uty capaciry. ���orktn' comp. invumnca 9. � pwlding aJd�tiun
Ko workcn' cum inxur�nce 5. ❑ We are�coiporrtion :u�d its
I � 10.� Ela:�rical repairs uradditions II
� rayuireJ.] olficers have ctcrcixeJ �heir
}.❑ I ;un a homcowncr Juin�{�II work right of exemption per MGL I I.Q P{umAing rcpairs or aJJitinna I
�nyxlE �Ko workcra' cump. c. 152. j ll3).anJ we h:ive no I Z.❑ RuuCrepairs
in.urancc rcyuimd.f r cmployerx. �Ko workers' 11.0 UWer
comp. in.urancc rcyuircd.J
•�m .ypLauul tln�:F.ccks bua�I OIYYI AIpY IIII WII IIIC tiL11J11 IKIYW;huwiny Awu wurkui cumpenwiw��wl�cy udiumaliun. .
' I lum<��+rcn wAu�u4mi11Ai�nlllJavil mdiuiiny Ihc)+m doiny ull wuh a�W ihcn Airc uuh�de ca�uxwn mw�mhmi�a new vlfdaril inJiW my wmA.
4�„avxtun ihoi ahwk ihn boz m�u�+uach�d.�n a2Jniurul,Iwvi.A��wiuy tlw n:mw af Ilm suDtomtxWn and ihert nurknn'cump.��hcy m(urmariun
/um un �wy�(uyer�hut tx pruriJiu,r iuurk¢r,r'cuinpen�vuim�inau��urcr/b�uey ruqil�prex. BrGnv is�hr pu/icy unJ fab.�ilr
injurmu�iun
�r..uranccCompany Vame 5 <SoG�R-�L-"A L��1�GOyC`'�$- ---�.�,5 _ CD.
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Policv a ur Sclf-inn. Lic. n: �00 � �Sb 03 o?OOS. --- Ewpir��wn D:ur: / � a — d9
lob 1ic¢ -\ddreis: �� 6 S�/f�PsGO�_.�� � C�iy;Siatu"Lip: ��-L� M.A'
.\tt�eh u .apy of�be warkert' cumpen�utlun pulic� Jeclar�lion pa�;e (showlnu the pollcy nwuber�nd ¢cpir�[iun d�te). I
I�ailurc to.ceurc�u�erage u rtquired uuder SeUiun ?5:\ol'>lGL a 152 can lead to the imposition ol criminal penaltiee of a I
tin; up ni SI.S00.��anJ.'ur onc-yeor iinpris�mmcnt, �v o�cll �s ci.d �xnulUu in ihc 1'�rm ol'o STOP \YORK URDER and a fine i
. nl up ro 5_'i0.Q0:�Jay .ig�iiul die ��ola�or. Hc adv�.+cd �ha�a eupy uf�h��,iatcmcni may bc Iurw�rJcJ w �hc 011icc.,f �
I�n:..Iig�u,rne �Y;hc UTA :Of ul.ur.utta [�nara�c �.rili�.�Uutl. �,
/du hrrrhy in�i�V����dc�dm pi�inr w�d prm�/�irr u�prrj��ry ihuf�be in/bnnWlon pruriJed ubure is�rut aud corrccr. II
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il f/irru/rue w�/y. /Jo nn! u�rile ii��hi.r urru. �u hc ru��iy/c�ed by�ity w lO�vn�i/�i�'io% I
I (�i�y ur fno�n: _._ --- YcrmiGl.itcme �_ !
II�.uin�; .\Whuriiy (circic nucl: I
1. I1�,.�rJ n(Ilcal�l� ?. ISuddinq Ucparuucut I. lit�."I'u��u Clcrk J. Llcc�ric.J Insp.ator ;. plumbin4 luiycc�or
G. Oih.r
C��ni�.l Pcnun: .. -- 1'honc rt:
I
Information and Instruetions
�la�s.ichuseus licncral La�vt ihapttr I?2 rcyuirra�II e�nplu�ers�o pro��ide.workers' e�mycrs.;hoa f�tt �hrir rmployees.
Punu.m� w ihis ,t�wm. an rmp/u�'rr u JrlineJ.0 " .e�cry �ni.+on in dit srniee of�nwhtr mi.ler.my ronn�act of h�re.
:.��r».,� ����i��a. „��i or wriitetl.'•
.\n d�npluprr is J�tincd �s"an mdrvidual, partnerihip, .issocianou, corpor:�nun ar u�her Icgal rntity, or�ny �wo or more
.�i �hc t��rcg�irg enguyed �n r�umt enicrpr�se. and including thr :c��l reprrsrn�ativrs oi� dr.e�srJ empluycr. or�he
recu�rr or�rwtee ol.m wdwiJurl. pwmcnhip, �s.we�uwn or o[her les�l cnnry.empluying emploqees. Howaver the .
.owner o1 a Jwelling huux hrving not more ihan ihree �portrnenb and who resides�hercin, or ihe occupant o1 the
� J��rlhng hou.e of anorhar whu empluys�xrsons to do in�inirn�nca,cun,vuceion or repair wurk oa wch�welling house
or,,i: �he eroundc or huilding�ppurten:uu thercto�hap uo� becaust of such emplaymcnt lx Jremed w be an rmplu}er."
� \IGL �hap�cr 152. �'_SC(6)alio s�aees th�t "evrry state or local licensin�; ��;rney shall N'itl�huld the issuancr or
rcnr�rul uf u licenYe nr pnnuit tu uprrafe a business or to coostruct building� in the eummunwnnit6 for a��y _
aypli.aN ��6o has not producrd aecrpf�ble evidence uf cumpll•rnce wit6 the insurance covera�e rcyulred."
.��diu�n�lly, �IGL ch:�pter 1 i_', :�_'SC(71 sr.�tes"Neiiher the conunm�we�l�h nor any of its poli�ical subdivisions ihall
aneer into�ny�unir�ce Cor ihe prrfomi�nco ufpublic wurk until accepr.�ble e��idence ul'cumpliance with the insunnce
reyuiramrnis ut�his di�p�ac have heen prrceneoJ w[he contracting au�horiry." �
ApVlicann
Pla:ise fil�out thc workcrs' cumpeivation at7iJavit complataly,by checking tha boxcx thut upply to your si�ua�ion and, if
neccss�ry, supply sub-contrrcwr(s) nlmc(s)� JIIII�tSY�CS�BIRI PIlUf1C f1U111bCf�5) JIOIIK WIIII fAClf CCffIFICBIC(Y�Ut
insw��ncc. LimiieJ Liabiliry Compames (LLC)or Limi[td Liability Partnershipe(LLP) with nv empluyres uther�h�n the
inembers ur patlnrrs, ure not«quireJ ro carry workars' compensaeion iiuurance. ff an LLC or LLP does have �
cmployees,a policy is«quired. Be adviuJ that this�fFidavit mny be submitttd to the Departmen[of Industrinl
Accidams For contimiatiun uf insurance cov�rage. Alxo De sure�u sieu unJ dale Ihe�ftiJavlt. Tl�e atlidavit shoulJ
be re�umed �o the ciry or rown that the application for tha pennit or licanse is being rcqutsced, not[he Uepartmen[of
I ndustrwl Aceidenty. ShoiJd you haee�ny yuostiuns rtgarding the law ur if yuu �re reyuired tu obtnin a workcrs'
cumpen,ation policy. pleau call the Dap•rrtmnnt at ihe number listed below. Self-insureJ compuiies should enter their
� •If-insurance licen.e number un the aDpropri�te linc. _
Ciry or'fown OfOclab � .
. ' Plcasc bc suro that the affiduvit is complete and printcd legibly. The Departmtnt has provideJ a spuca �t thc butWm
oFthe a(tiJavit fur you tu till nut in thc eveN the OlTice of Investigations hus to cun�act yuu rcg�rding the applicont.
Pl:a,� bc surc to lill in ih¢ pvnniNicenst nwnber which will be u,eA :a� ref'ercncc number. In addieion,an applicam
ilc�t mu.i s��bmit multiplc penniolicei�tic applicationn in any given year,necd only submrt one affiduvit indicaiing curtent
policy intorm�tion lif necrssary) :uiJ under"Job Site Address"thc applicant;hould write "all lucutiuns in Icity ur
tuwnl." A wpy of�he aftid•rvit �hat has beai officially sumpcJ ur marked by ehe city or town m�y be prooiJed w ihc
�rr�j�;yp('I$Pf00<<N5I 8 V�II(I:IIfllB�ll IS 00 fl�t �Of�llfllft(fe�mitv ur Iicenses. A new sl'lidavit ivu.t be lilled nut tach - �
y ear. �Yhere a huma uwner or citizcn is obwining a liceax ur permir not relateJ to any business ur conunarcial vaneure
� �i.c. ;i Jug I�cenu or permit w bw�n leavas ete.)saiJ person is YOT reyuirod to comp�ete thi.affidavit.
I li.: �)�ii.c UI Itl�CSlI�JfIU(1) NUUIII IInC W U1:IIIR )-UU 111 JtIYY11CC-IUf yJY!CJOPrf8UJ11 d11�I>IwuIJ yuu ha�c :�ny yuea�ions,
ple�.e J��wi hrsi�aro to give us u e�ll.
fh� U,p.uuncm', aJdrcss, tcicphune anJ fax number:
The Commooweaith of Musachuxtts
Department of Industrial Accidents
• - -- -- - - . _.... O[tice of Investlradona-------------- -- --- _._. _— . __ -
600 Washington Street
Boston, MA 021 I 1
Tcl. q 617-727-4900 ext a06 or 1-877-MASSAFE
Fax M 617-727-7749
<�` ,;� � '�> ui www.mass.gov/dia
..
._ _ _
__ __ _ ___ . .__ _ _____ _ ___. . _
__ ___ --- �
-- - - -- ____ 1. � �- . -��.
r ` ~ �. � � -- � GRAPHIC SCALE ,-� MASONRY SPECIFICATIONS GENERAL•
���- ���`�_ �-- _ _ ---' � f' 1. ALL MASONRY WORK SHALL CONFORM TO THE CURRENT EDITION OF THE 1. EXISTING CONDITIONS SURVEY BY PARSONS & FAIA, INC. DATUM UNKNOWN.
' \�`-- � u�_ �o o a �o so �0 2. THE ABSENCE OF SUBSURFACE UTILITIES IS NEITHER INTENDED OR IMPLIED.
� /� "BUILDING CODE REQUIREMENTS OF MASONRY STRUCTURES" (ACI 530/ASCE 5)
- \ .,,,` � AND "SPECIFiCATIONS FOR MASONRY STRUCTURES" (ACI 530.1/ASCE 5) AND 3H THE CONTRACTOR SHALL LVERI Y ALLED MENSOIONS, CONDITIONS ANDRELEVATIONS
THE MASS. BLDG. CODE, 7TH EDITION.
- - ( IN FEET ) / 2. CEMENTITOUS GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF INFORM UTILITY COMPANIES OF ANY EXCAVATION ADJACENT TO EXISTING UTILITIES. j
� � � �s? i inch = 10 it� 4000 PSI AT 28 DAYS. BATCHING AND MIXING SHALL MEET THE REQUIREMENTS IN THE FIELD. NOTIFY THE ENGWEER, IN WRITING, OF ANY FIELD CONDITION
UNCOVERED DURING CONSTRUCTION THAT IS NOT CONSISTENT WITH THE PLANS. (
r`' �� � `� ~�-� � OF ASTM C476. PH SHALL BE LESS THAN OR EQUAL TO 12. 4. CONTACTOR TO LOCATE ADJACENT PROPERTY LINES PRIOR TO CONSTRUCTING
"� --"" � � � '-- �" � � 4. BLOCKS SHALL BE LAID IN RUNNING (COMMON) BOND WITH OVERLAP A5 THE RETAINING WALL. NOTIFY ENGINEER 1F THERE IS AN ISSUE WITH THE �
'� � � SHWO ON THE WALL ELEVATION.
, ' � ' -� . `" � � � Hp \ / RETAINING WALL ENCROACHING ON THE NEIGHBORS LAND.
' � � "'� ` ' 61x0 � 5. THE ENGINEER WILL NOT BE RESPONSIBLE FOR CONTRACTOR�S MEANS, i-
. .�, � \ METHODS, TECHNIQUES, SEQUENCES OF PROCEDURE OR CONSTRUCTION OR THE `;
� � � � SAFETY PRECAUTIONS AND PROGRAMS INCIDENT THERETO, AND THE ENGINEER W1LL I
RACE TRACK 1` \ • 6� 58' 56 NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN I
DESIGNED BY OTHERS \ � ` � _,� � \ \ _ � � 54 ACCORDANCE WITH THE CONTRACT DOCUMENTS. !
\ ,` F 2 /�� a CEMENTITOUS
I
'J GROUT LEVELING �
� SAFETY RAIL TO BE / , REMOVE SHARP � : ° a BED DESIGN REFERENCE:
EDGE OF TONGUE a 1. THE COMMONWEALTH OF MASSACHUSETTS BUILDING CODE, 6TH & 7TH EDITIONS.
, �P � � � DESIGNED BY OTHERS. f � '
\ � _ NO LOADS TO BE PLACED /� � (I.E. TOP 1"� ° .i d 2. MIRAFI TECHNICAL DATA SHEETS.
~��* - / � � - -6n�tR __ ---` � � ON RETAINING WALL. � � j � a 3. PROPOSED SITE PLAN BY PARSONS & FAIA, INC. PLAN DATED SEPTEMBER 28, �
� � � � - � � J��GEG TO REVIEW PROIyOSED � � " 8 °a 2008 AND REVISED DECEMBER 16, 2008 '
�� --- \ � � DESIGN PRIOR T�SAFEN � / '� � STRUCTURAL I
- ,/ � ��` � � �/ � � RAIL INSTALL,�kTfON. / �� 52 � � BACKFILL EXCAVATIONS. FOUNDATIONS AND BACKFILL• '
) � ' � � � 1" MIN., 3" MAX t. EXCAVATIONS 5HALL BE PERFORMED UNDER THE SUPERVISION OF A �,
�/ • � - - -
� �\''J� � �.� �_ _ � / � -'� / l� �/,.. � � �` / � -� : GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER SHALL CONFIRM THAT THE �
� � / }` BASE MATERIAL IS ADEQUATE TO SUSTAiN THE DESIGN BEARING PRESSURE,
/i � ' � - '�-.-_ � _ --�""�- � 7 /� / '� �� / � � � . BEFORE ANY FOUNDATIONS/PILES ARE CAST. EXCAVATIONS SHALL EXTEND W �
�/ � � - _` `'"- ----• � �� /� �� /� � SECURE GEOGRID TO � � �. ` . n GEOGRID 2E EXCAVATIONASHAL� BE CARR ED DOWNFITHROUGHI SOFT OR ORGANIC SOILS AND
- l' �J �� `- - -- -- `- - '� � ' �' BLOCK W� �"0 X 2" 4" a Q OTHER U SUITABL LL. THE LEVELING PAD SHALL BEAR ON UNDISTURBED
_--- � N E FI
� � � 60x5 �� �- --" � / r� S.S EXP. ANCHOR & n � ` ' TEMP�RARY STRUCT. NATURAL SOIL OR COMPACTED STRUCTURAL FILL CAPABLE OF SUPPORTING A I
---- � / °' FILL ELEVATION !
/ � _ _ -� , / W A S H E R � 1 8" O.C. SUPERIMPOSED LOAD OF 3,000 PSF. THE CAPACITY OF THE SOIL TO SUPPORT THE
i " --�' 2'x2'x6' PRECAST ABOVE LOADING IN ADDITION TO THE LOADING IMPOSED BY ANY NEW FILL SHALL
� 60 � � / � � � / � CONCRETE BLOCK BE VERIFIED BY A GEOTECHNICAL ENGINEER BEFORE THE W A L L I S C O N S T R U C T E D.
-�' �. -/ � / 3. ALL STRUCTURAL FILL SHALL BE PLACED W LAYERS NOT MORE THAN 6" W I
I / � \ � � --- �' � �' � � � / 3 1 .5� / ' C O N N E C T I O N D E T A I L L O O S E D E P T H A N D C O M P A C T E D T O T H E F O L L O W I N G P E R C E N T A G E S O F M A X I M U M I_I
DENSITY AS DETERMINED BY ASTM TEST METHOD D598: 98� BENEATH FOOTINGS;
_ --[}_ �� _ 7� �
_- 58 - -' - / � / �_/ �
� 95% ELSEWHERE. I
/ \ �/ " _.-_ --- /. �0't BEND S� � 4. W CASES WHERE LEDGE OR BOULDERS ARE PRESENT, THE ENGINEER WILL NOT I
25.5 / �' �.�„ � �' --- (TYP OF 2) � � CONSTRUCTION SEOUENCE:
� ' - � --_ --- - -"" - --- '- - � � �' 1) PERFORM EXCAVATION AND INSTALL COMPACTED BASE LEVELING PAD. BE RESPONSIBLE FOR ASSURING THE AMOUNT OF ROCK TO BE ENCOUNTERED.
_ - 56, J- - -'' - - __ _`"_ - �----'-- 5. THE CONTRACTOR SHALL NOTIFY THE OWNER, UTILITY COMPANIES, POLICE, FIRE I
_. .� � � ___ _ �i xp 2) INSTALL FIRST COURSE OF BLOCKS AT BATTER SHOWN ON TYPICAL SECTION.
_ _- � __ _----0---` AND DPW PRIOR TO ANY BLASTING. I
- - ' � .�ti 3) PLACE STRUCTURAL FILL TO TOP OF BLOCK IN 6" LIFTS COMPACTING TO 95% �
- _--i -- - -- -- _ � ' � YI _ �� --(�----�` � 6. THE CONTRACTOR SHALL NOTIFY THE OWNER, UTILITY COMPANIES POLICE, FIRE
- - - �" --- _ f --" MAXIMUM DENSITY AS DETERMiNED BY ASTM TEST METHOD D598. A N D D P W P R I O R, T O ANY BLASIING. � I
-_ _ .- _- _- _ -O- �
4 INSTALL TH G
Qx� ) E EOGRID TO THE PRESCRIBED LENGTH AS SHOWN ON THE TYPICAL
� � ANCHOR AND S.S WASHER AT 18 O.0 (MIN. 3 PER BLOCK x 510N �• WHENEVER EXISTING STRUCTURES ARE ENCOUNTERED, THE CONTRACTOR SHALL '
- ----� �y SECTION. SECURE GEOGRID TO CONCRETE BLOCK WITH S.S �" 2" EXPA REPAIR ANY DAMAGED STRUCTURES OR REPLACE ANY REMOVED STRUCTURES, AND
�2 PROP. RAILING 55.5 � '(j � )• MAKE ANY IMPROVEMENTS ABOVE OR BELOW GRADE TO A CONDITION BETTER
OR CHAIN LINK PROPOSED PRECAST ���'` 5) INSTALL MIN. 1" THICK CEMENTITOUS GROUT LEVELING BED OVER GEOGR'ID. MAXIMUM THAN OR EQUAL TO EXISTING CONDITIONS.
3" THICK LEVELING BED ALLOWED TO FILL JOINT.
FENCE 4" PERF. PERIMETER CONCRETE BLOCK WALL � 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL WASTE
DRA�N W OUTLET 6) LIFT GEOGRID SO THAT IT IS FULLY ENGAGED INTO WET GROUT LEVELING BED. MATERIAL AT AN APPROVED SITE. BURIAL OF WASTE MATERIAL ON-SITE IS NOT
� TOP OF WALL = 61.0 / 7) SET CONCRETE BLOCK INTO WET GROUT LAYER AT PROPER BATTER AND INSPECT FOR PERMITTED.
TO DAYLIGHT BTM OF WALL = VARIES VO�DS. FICI V01DS WITH GROUT AS NECESSARY. LET GROUT CURE UNDISTRUBED 9. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES FROM ON-SITE
, (MIN. 1.5� EMBEDMENT) FOR MIN. 12 HOURS. CONSTRUCTION ACTIVITIES AND REMOVE ANY SEDIMENT OR DEBRIS DEPOSITED
� � � � � r� � � T � ��� S) PULL GEOGRID TAUGHT AND PLACE STRUCTURAL FILL. REPEAT STEP3 ABOVE. THEREON IMMEDIATELY.
1 �I 1 �1 9) CLEAN JOINT FACE AND TRIM EXCESS GEOGRID. 10. ORAINAGE GENERATED AS A RESULT OF DEWATERING SHALL BE DISCHARGED
10) REPEAT STEPS 4 THROUGH 9. TO EXISTING DRAINAGE COURSES WITH PROPER FILTRATION AND EROSION
CONTROL MEASURES. DISCHARGE ONTO PAVEMENT OR PRIVATE PROPERTY SHALL
�' NOT BE ALLOWED.
6�� LOAM & SEED ON 4� CHAIN LINK FENCE 11. IF ANY PART OF THIS DESIGN IS TO BE ALTERED IN ANY WAY, THE ENGINEER
I ,� `y 7 OZ/SY NON-WOVEN IN SLEEVE-IT SYSTEM NOTE: AS WELL AS THE APPROVING AUTHORITIES SHALL BE NOTIFIED IN WRITING BEFORE
GEOTEXTILE FABRIC (SEE DETAIL THIS SHEET) PROVIDE 3 TH. COMPACTED LAYER CONSTRUCTION.
OF STRUCTURAL FILL BETWEEN 2"X2"X9 GA. 12. SRUCTURAC FILL (COMPACTED BETWEEN LAYERS OF GEOGRID) SHALL CONFORM � '
° OVERLAPING LAYERS OF GEOGRID. ` BLACK PVC COATED TO MASS HIGHWAY DEPT. STANDARDS FOR DENSE GRADED CRUSHED STONE FOR
I - 2.5 PAVED �WOVEN WIRE SUBBASE (M2.01.7):
j LL SHOULDER FABRIC SIEVF SIZE PERCENT PASSING ------ --- - No Date Descrrption
SAFETY RAIL 2' REMOVE KEY ALONG 4' 2" 100
BY OTHERS . �-�/r �o - ,00 Revisions
N�11N CAP UNITS PRIOR TO U.N.D. POSTS � 8 3/4" 50 - 85 i
SETTING BLOCKS M,4x�MUM SP,4C�NG #4 30 - 55
�
RACE TRACK SLEEVE PMMEDI TELY � � �200 3 - 10
TOP OF WALL
DESIGNED BY EL 61 .0 � BEHIND BLOCK WALL SLEEVE-IT(TM) 1224R
T
�� ��
C � HERS 12 DIA. X 24 DEEP
-.- , > ,
2x2x6 PRECAST CONCRETE
2%f SLOPE FILL SLEEVE WITH s9,
LOCKS WITH MALE & F M �
B E ALE CONCRETE S FR N S ROBERT s
Er o r
'�.' c. G
�
' H. v+
V-NOTCH KEYS. INSTALL IN BLOCK WALL ��-::� FENCE POST CUT GEOGRID AROUND SLEEVE REAR � GRIFFIN � �
, �� RUNNWG BOND PATTERN AS • � HA�F SLEEVE civi� �
� : :. THE SLEEVE-IT(TM) SYSTEM '° �3ssas Q '
' 10.5 - �, SHOWN ON ELEVATION. ,�'S� ,4s NECEssa,RY HALF � \ �, ,
1 \/\\//\\//\���\
VIBRATORY \ ,\/�\//\// STRUTS � w // • �� I
/�/�/�
COMPACTED � , _ c PROVIDE 1" TH. CEMENTITOUS !%�!%!%\�� COMP CTE L95% oF Mnx�MUM `� cANTi��vER ��� I
STRUCTURAL � 9 GROUT LEVELING BED ON � -� STANDARD PROCTOR DENSITY VERTICAL BASE
FILL � BOTH SIDES OF V-NOTCH. LEG I'
-�,� \ -j F--3�- SET GEOGRID IN WET GROUT. F:_��,,, ������� i
� � GEOGRID „�,�i���:�
� < , TYP EACH COURSE `������, Engineering ',,
� � � 11 MAX. DO NOT APPLY GROUT W Group, LLC
� 8� VERTICAL JOINTS. SLEEVE-IT TM ISO 1224R �
EXISTING ( l '
GRADE \ � 24 FENCE POST DETAIL W/ SLEEVE-IT(TM) 1224R - � � ;
SYSTEM COMPONENTS P.O BOx 7061
� STANDARD UNIT WITH SLEEVE-ff(TM) 1224R 100 Cummings Center, Suite 224G
APPROX. LIMIT OF \ , � SAW CUT GAP sca�E: NONE I
� SCALE: NONE Beverly, MA 01915
_ EXCAVAT�ON \ IN BLOCK FOR SEE SLEEVE-IT(TM) SYSTEM MANUFACTURER,
1 � ��� DRAIN PIPE STRATA SYSTEMS FOR COMPLETE . TeL 978-927-5111
= TENSAR UX1400MSE GEOGRID. \ sPEciFicArioNs, AND TECHNICAL GUIDANCE F8X: 978-927-5103
m EXTEND CONTINUOUS STRIP \ r FINISH GRADE.
� TO FACE OF WALL. NO 7' MIN 3' WIDE BENCH � CASTLE CREEK
� SUBSITUTIONS ALLOWED �
WITHOUT ENGINEERS � � 1N FRONT OF WALL. 70 �p i
L �"+'` . _ . . . . - - � - � - � � . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED 68
ADVENTRUE LAND
aAPPROVAL � , �... 68 � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .
. . . . - - - . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 SWAMPSCOTT RD.
� \ � v 66 4� HIGH FENCE
� � ,L
. . - - - � - � � - � - � - - . . . . . . - � - - - - � - � - --� � - - - � � - - � - � - � - � - - - � � - - � - - - � - � � - - - - - - - - - - - - - - - - - - - - � - - � - � - - � - - • - - - - - � - � - - - . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 66
a „ � PROPOSED ! PROPOSED S A L
� 4 PERF. DRAIN WITH \ / MIN. 1 '-6., F>4 GRADE - � . . . . . . . . . . . . . ,- - e-_. � � - -- - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GRADE BEHIh1D. . . 64 EM, MA
� FILTER SOCK (TYP) � / EMBEDMENT 62 �� . . - . . . . . . . . � - � - � - - � - � � - � . . . . WALL. . . . . . . . . . . . 62
m
� � 6 p . . . . . . . �. ._._. . . . .-. .-. . . . .-. . . _ . .-. . . . .-. .-. .-. .-. . - - - . . . . . .-- --- - --. . . . - . . . . . . . . . . . . . . . - � . . . . . . . . . . 6 0
� � . . . . . . . . . . . �
3 24" TH. COLUMN OF � - - � 58 . . . . . . . . . . . . .'. . . . . . . - - . . . . . ,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . - � - - - - � - � - - . . . . . . . . . . . . . . . . . . . . . . . . . - � - � - - - . . . . . . . . - � - - � � - - - - . . . . . . . . . . . . . . . . . : . . .-. . . . - - � . .-. .=. � . . . . . . . . . 58 RETAINING WALL
� 3/s" CRUSHED > „ >, 56 � ~.� __ ' ; PLAN, SECTION '
� 4 WIDE x 12 TH. 3/4 CRUSHED 54 -
�.s � 56
EXIS �`•.
T1NG
� �: . . . . . . . . . . . . . . . . . . - - . . . . . . . . . . . . . . . . � . . . . . .
DRAINAGE STONE TYP " � � � � � � � � � � � -�-�•== � - � � - � - - � � � - � � - � • � • • � �
3 � � 52 . . . . . .GRADE. . . . . . . . . . . . . . . ��-��� � � ` - - � - � - - • . . . . . . . . . . .. . - - � - - . . . . . . . _ . . . - - � - � - � - � - - � � - - - � - - - � - � - � . . . . . . . . ,.5. . . . -- . . . . - � - - - � EXISIING �� PROPOSE . . . . . . . . . . . .
. . . . . . . . . .
6 PAD TYP �JO ADH RE' NONL'WOVEN. .�'. , `_ . . . . . . . . . . . -__�__ - - . . . . . . . . . . . . . . . . . . . .�!'- - � - . . . . GRADE . .D. . . . . . . . . . . . . rJ� NOTES I
STONE COMPACTED LEVELING _ _ DETAILS AND j
°' 48 • • - � - � - - -GEQ.TEXTILE. FABRIG .ALOPIG. . . . . . . .�:_•_:_:_- :_-_:-:_-�:_-_:_:-:":_-_:::_--:_--:-:--_:_-_: :_-�:_-_:--_--:_-___:_-___-_:_:_._:_-_:_:-:-:_-_:_:-:_:_-_:_:-:-:---:_:-•_:_-_:_-_:":��': . . GRADE I
PROPOSED DRAW PROPOSED 5�; 1 =10
� BACK OF WALI AT BENDS - - - - - - - - - � 48 . �
- - � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
PRECAST CONCRETE BLOCK WALL 4.6 . . . . . . . . . . . . . . . . . . . : . . . �TYP OF.2� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
� TYPICAL SECTION 44. PIPE�Oult�l' . . . . . . . . . . . . . . . . . . . . . . . . . . . . � - - � - - � - - � - � - - . . ., . . . .. . . . . . . . . . - SU�GRaDE- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44 �ob No•: sss
� s SC�ALE: 1/2"=1' �N4� P�P�S/� �- I II
� ELEVATION
„ 1"=s' �9Sg; 3/16/09 '
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o �
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� - ....- _ __ .. __..
. . .. . _-- __ _.___-- ._.__ -..-..._.. __ -----. -_._.___._._-�--- --
. . ._---- ___ _ . ___ _--_,_._ __ .---------- ..-._ . _ ._. . .. . _ ... . . ._... . .
. ._ .__.. ._. ._. ._._ . ._._. . ___�. ..__ -_ ._ . __-. ._- .