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� S;:CTION�1: ES'I'1�1..TF.D �ONSTRUCTiON COSTS
` _.. - t
E�tirnated Cu�ts: �
i i;._ Official Use Onl
. m IL�bur;mdYl�ieriulsl Y , - -- --�
I l. BudJ�ng 'S � I. 6uilding Permit Fte: 5 Indic:ue hii�� f�c u �rtrrininr�: '
❑ Standard City/Town :\pplirauun Fee
�r_'. E�.lec�rical � � ❑"�i,ial Prnject Cu.+t' (ftzm G) s multiplier .r __
' ?. Plumbing .'S '. Other Fees: 3 i
1. ,'.lerhamral IHV:\C) 'S List _ ��--
�. bfeehaniral IFire ,� �
Su� rct+iunl � Trcd :AII Fea+: 5_ -
� Che�k �lo. __('heck :\muum: __ ('.i,h :\m��um:-- -_ �.
i o �ut�l Prnjcc[ CosU 5 � I p P�id in Full ❑ UW�tan�ine E3;:I:ince Uuc---_ ---
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SF.CTION 5: CONSTRUC"PION SF:RVII'F.S ; _ _ ' �
5.1 I.icenscd Conslruction tiuprr��isor ICti1J 1 I s .-- - )/�i/�?,b9 �
� �61 �f -- --
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D H:.idcnli,d Urnwliiian _ ___� I
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F.�pirauun Data
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SECTION 6: WORKERS' COMPENJA'fION INSURANCE AFFIUAVIT lM11.G.L. c. IS?. § ?�C(611
Wurkers Cumpens�tion Insur�nce uffidavit musi br rumpleted and wbmitted with Ihis applic;iuun. F:ulur'c w pru�iJe
this affida�it will result in the denial ul�he Issuanre uf iht bwlJing permil.
Signed AftiJavit Attached? Yes ...._.... ❑ No .._...._. ❑
SECTION 7a: OWNER AUTHORI'LATION TO BE COM1IPLBTED WHEN
OWNER'S ACENT OR CONTRACTOR APPL[ES FOR BUILDING PERMIT _
I �. _ , as Owner uf�he subject pruperty hcrcby I
I ❑uthuritr to uct un my beh:Jf. in :dl m:�uei:s �
i
re!ative [u wui k authorized by this building permit application. . i
I
I
� _ __—'__— �
Si nawrcul'Owner � D��� --� .
SECTION 7b: O�VNER� OR AUTHORIZED AGENT DECLARATION
' �. , as Owner ur Authurizad Agent herehy Jeclare
, that the sta�emznts and informatiun un the fureguing appliration are true and �ccurate. ro �he best of my knuwl�dge :utd _
beh;�lf.
�;�� �r��s� ,� �NAIV�'
P V ame - r � . �b C ��—�
��y �
Sien�ture of Owner or Authorizcd Agrnt ��« , I�
itii nrd undcr IBc wns and enaltics of rr�u i
NOTES:
I. An Owner �vhu ubtains a building permit to du hiJhar uwn ����rk,ur an �����ner whu h�re.+ ;ui unregi,trrcd �untra..i��r
(nut repistered in the H�ime Impruvemem Con�r�cinr (HICI Prugraml, will nnt ha��e ucce.s tn mr urhi�r:uiun i
program or guaranty fund under ��I.G.L. c. IJ'A. Other impurt:mt inf��rmati��n�m the Fil(' Pn,gr;un .inJ
Construc�iun Supervisur Lircnsing iCSL�r:m be liiund in 730 C�IR Regulaiiuns I IO.RG and I ti).RS, rc�peen��•I��
� ' ' W'hen .ubatanual �vurk ia planneJ, pruvide [he infiirmatiun bel��w: �
I Tu�ai tluurs area ISy. Ft.� �mrluding t�rage. finisheJ baxmendutnr+. Jerk� ur pnrrhi ,,�
� Grn..s living �rea.iSq. Ft.l Habit:ible ru��m :uum
INumber��f hrcpl;ic�s Vumber��1 hr�ruum> �.
i ,Vumbar �rt he�hruums Vumbcr�rt hdllihdih. _.
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Iz "T��cil Prnjeci Syu:irc F�,�,�age" rn:iy ba ,ub,u�u�ed fi�r 'T��i:d Pr���ert Cu.t" _ �
,
!Te �%+ommaou�w�n.�l�,oj'a d,�St ndard�� �
;��� Boerd o(Building 1te8 .
��:�:��_ . --_ -HOMEIMPROVEMENTCONTRACTOR ; �
� L" _� Registration: 158786. . '
�_._� . .—.-:
, .�_.� Expiratlon; 3!3/2010 Tr# 264673
Type; Ltd Liabiliry Corporation
. ALL IN A TOUCH,ILC. -
TARCISO TONANI
62 WELDON FARM �= '
ROWLEY, MA01969 Administretor
-...� _ . . . . . . . . . . �
6�"�oY�ui���g�uTali�s`��'�"Ste�a�ids .
�:� ,� ConstructionSupervisorLicenso
License: CS 89115 ,
" E:piretion: �p/6/2009 Tr# 14286 -
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� / . .,., ResMction: 00
` TARCISO A TONANI
62 WELDON FARM RD . �"G'" �� � . _
ROWLEY, MA 01969 Commissioner
06/18/200$ 13:25 9789219182 LAURANZANO INS PAGE 01/01
ACORD CERTIFICATE OF LIABILITY INSURANCE os isi2 s�
pRODIICFA (9�8) 927-9420 THIS CERTIFICATE IS ISSLIEO qS A MATTER OF INFORMATION
ONLY AND CONFER3 NO RIGHTS UPON THE C�RTIFIGATE
Laura�nsano Ineuranaa Agency HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
107 Dodge St=eat ALTER THE COVERAGE AFFORDED BY THE POLIGIES 9ELOW.
pev�x}, MPa 01915- INSl1RERS AFFOR�ING COVERAGE NAIC�
IN9URED - INSIIRER A'N811t1S71B
All Tn A Touch, LLC �NSURERA:A.I.M.
P.O, HOX S�IG INSIIRERC:
INSURER D:
I smicL I+�, 01938- iNSURErt e�
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO'R{E INSURED NAMED A90VE FOR THE POLICY PERIOb INDICA7Eb.NOTVJfiHSTANOING ANV
REQUIREMENT,7ERM OR CONDITION OF ANY GONTRACT OR OTWER UOCUMENT NJITH RESPECT TO WHICH THIS CERTIFICATE MAV 6E ISSUEO OR MAY PERTAIN,
TI1E INSURANCE AFFbRDEd BY TWE POLICIES OESCRIBED NEREIN IS SUBJECT TO ALl THE TERMS, EXCLUSIONS AND CON�ITIONS OF SUCH POUCIES.
AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCE�BY PAID CLAIMS,
IN9R DU'L TVPEOFINBURANCE PDUCYNUM9fiR OATErNMNO�EPUATENMroDnON LIMITS
A 7( OBNfiMLLIN9IWTY NC755005 12�1H�Z007 12��.8�2008 �CHOCCURRENCE E 1�����000
OAMNGE OREf�fICO 50 �OQ
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CUIMS MAOE �% OCCUR � � � � ME9 FJ(P nn wro .mm�n E 5�OOO
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( � — (978� 531-0068 $HOU4D ANY OF TME A90VE DEBCpIBED POLICIES BE CANC��O BEF011E TXE
E%PIIiATION OATE THEIIEOG� TNE ISSUING INBURER WILL ENUEAVCR }(� MAIL
oaYe YVHf1TFJ!NOME TO TiE CEPTIFlCATE HOI.ODR NAMBG TO THF.LEFf�BUT
M8T18 P Ai1dS03CIQ PARIIRE TO DO BO BNALL IMFOSE NO OBUOA790N OR WIBRRY OF ANY KIND UPON TNE
4 V1Bt8 AY9S111Q ' INSURER IT9A�OENiBORREPRe3CNTATII/E8.
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Salem MA 01970- �� J' � �'
ACORD 25(2061/08) " � �ACORD CORPOFtATION 1988
��INS026�moe�.ae ELFGTRONIC L43ER FORMS,IN0.•�800)JZ7�05AG Pepe 1 of]
�
Site Retaining Wall Modifications
4 Vista Avenue, Salem, MA
� prepared �
by:
Structures North Consulting Engineers, Inc.
P.O. Box 8560
Salem, MA 01971-8560
(978) 745-6817
for:
Mr. Jeremy Smith
Forest Keepers i
14 Main Street
Hyannis,MA 02601 �
(508)328-5946 I
Construction Documents Index:
Structural General Notes 3 pages
Site Location Plan and Detaiis SKS-1 to SKS-3
18 March 2008
�'a�N �F hy,q��C
qti
o EpWaRfl �
. � SdrEfJllV6
� n
.. .. 33798 ' ..
'9fG1S(EPE'���a��
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s s5lQ,°i A4
�;;:,„;.. :�.;''
Edward H. Moll II,P.E.
MA Reg. No. 33718
GENERAL
G1. WORK SHALL CONFORM 70 THE REQUIREMEN7S OF THE COMMONWE4L7H OF
MASSACHUSETTS STA7E BUILDING CODE.
G2. CONTRACTOR SHALL VERIfY AND COORDINATE DIMENSIONS RELATED TO THIS
PROJEC7.
G3. REFER 70 CIVIL/SI7E DR4WINGS BY OTHERS FOR ELEVATIONS & DIMENSIONS.
G4. FURNISH AND PLACE ALL SUPPORTS, 7EMPORARY AND PERMANENT, NECESSARY
TO BRACE EXIS7ING ADJACENT STRUCTURES AND GRADES SO THAT NO HORIZONTAL
OR VERTICAL SE7TLEMENT OCCURS TO THESE WALLS, STRUCTURES OR GRADES.
BRACING SHALL BE LEFT IN PLACE UN71L PERMANENT SUPPORTS ARE INSTALLED.
G5. AFTER RE-GRADING AND CUTTING DOWN OF EXIST. CONCRETE RETAINING WALL,
REMOVE EXISTING TEMPORARY STEEL BRACES AND PA7CH ATfACHMENT
HOLES WITH NON-SHRINK GROUT.
�
a TEMPORARY SHORING AND BRACING:
�
� B1. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS AND METHODS
� OF CONSTRUCTION EMPLOYED ON THIS PROJECT, AND FOR ALL 7EMPORARY
�, BRACING, SUPPORT, AND PR07ECTION OF EXIS7ING STRUC7URE AND GRADES.
o PROVIDE AND INS7ALL SHORING DESIGNED TO SUPPORT THE 7EMPORARY ,
� STRUCTURAL LOADS OF THE SUPPORTED 17EMS. SUBMIT SHORING PRODUCTS, ,
� CONFIGURATION, PROCEDURE, AND DESIGN CALCULATIONS STAMPED BY A ',
� MASSACHUSETfS REGISTERED PROFESSIONAL ENGINEER TO 7HE ARCHITECT FOR
� HIS/HER REVIEW.
3 FOUNDATTONS
�
�
o Ft. F0071NGS SHALL BE FOUNDED ON:
` (A) UNDISTURBED GRANULAR MATERIAL HAVING A MINIMUM BEARING CAPACIIY
� OF 1.5 TONS PER SQUARE FOOT.
i
� (B) COMPACTED FILL HAVING A MINIMUM BEARING CAPACIIY OF 1.5 TONS
� PER SQUARE FOOT.
�
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� RETAINING WALL AT 4 VISTA AVE.
° ��� �� ���� � ���� DRAWN BYA JJR MA CHECKED BY: EHM
0
� CONSULTING ENGINEERS, INC.
o SCALE: NO SCALE
0
a PO BOX 8560 /60WASHINCiON Sf.
% SALEY , We o � s � i DATE: 3/19/2008
N PH 978 . 145 . 68I7
Fnx 978 . 145 . 6067 STRUCTURAL GENERAL
WWW . STRUC7URES - NORiH . COM JOB N0: 07- 152
NOTES: PAGE ' � OF 3
(C) ROCK HAVING A MINIMUM BEARING CAPACITY OF 4.0 TONS PER SQUARE
F007, WHERE SUITABLE ROCK BEARING MATERIAL IS ENCOUNTERED AT
HIGHER ELEVATIONS THAN 7HE BOTTOM OF FOOTING ELEVATIONS INDICATED ON
THE DRAWINGS. FOOTING SIZES AND BOTTOM ELEVATIONS ARE SHOWN ON 7HE
DRAWINGS ASSUMING BEARING CONDI710NS (A) OR (B) INDICATED ABOVE; THE
FOOTIN�S SHALL BE FOUNDED ON THESE MATERIALS, AT THESE ELEVATIONS
UNLESS SUITABLE ROCK BEARING MATERIAL IS ENCOUNTERED AT HIGHER
ELEVATIONS. CON7ACT STRUCTUR,4L ENGINEER FOR RE-DESIGN OF RETAINING WALLS
IF FOOTINGS ARE FOUNDED ON ROCK OR A7 AN ELEVA710N OTHER THAN
SHOWN ON THE S7RUC7URAL DRAWINGS.
(D) FOOTING ELEVA710NS SHALL BE R41SED TO THE HIGHEST POSSIBLE ELEVATION
CONSISTENT WITH 7HE CONDITION OF THE ROCK AND THE TYPICAL DETAILS.
F2. FOOTING ELEVATIONS SHOWN ON DRAWINGS REPRESENT ESTIMATED DEPTHS
AND ARE NOT TO BE CONSTRUED AS LIMITING THE AMOUNT OF EXCAVA710N
REQUIRED TO REACH BEARING MA7ERIAL.
F3. ALL STRUC7URAL FILL WITHIN THE RETAINING WALL LIMITS SHALL BE PLACED IN MAXIMUM �
� 9-INCH THICK LIFTS AND SHALL BE COMPAC7ED TO 95 PERCENT OF 17S MAXIMUM
a DRY DENSI7Y DETERMINED IN ACCORDANCE WITH ASTM D1557. STRUCTURAL FILL '
� SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: I
�
N
� SIEVESIZE PERCENT PASSING BY WEIGHT
� 3 INCH 100
o Y2 INCH 50-100
� N0.4 35-90
� N0.76 20-70
M N0.50 5-45
N0.200 0-8
N
�' F4. F0071NG EXCAVATIONS ARE TO BE FINISHED BY HAND.
�
y F5. FOOTINGS WHERE STEPPED SHALL DO SO AT A SLOPE OF ONE VER7ICAL TO TWO
� HORIZONTAL, W17H A MAXIMUM OF 2'-0" VERTICAL PER STEP.
�
� STONE MASONRY
�
�
� SM1 STONE
�
! A. ALL STONES SHALL BE OF MEfAMORPHIC OR GRANITIC COMPOSITION.
a'
a SM2 ALIGNMENT, POSITIONING, AND CONSTRUCTION
�
'� A. FIRMLY SET BASE COURSE OF WALL ON PREPARED SUBGRADE OR FOOTING. FILL ALL
VOIDS BENEATH STONES WITH CHINKERS THAT ARE SOLIDLY WEDGED BETWEEN THE BASE
n S70NES AND THE PREPARED EARTH OR F0071NG.
�
0
/
�
0
� RETAINING WALL AT 4 VISTA AVE
� ��� ���� �� � ��5'j � Q PROJECT: SALEM MA
0
U iru� DRAWN BY: JJR CHECKED BY: EHM
� CONSULTING ENGINEERS, INC.
o SCALE: NO SCALE
a
Q PO BOX 8560 / 60WASHINCTON 5f.
% � SALEM , ue o , s � i DATE: 3/19/2008 . �
N vH e �s . � � s . sai �
` vnx 918 . 715 . 6067 STRUC7URAL GENERAL
WWW. STRUCTURES - NORTH . COM JOB NO: O7—�SZ
NOTES: PAGE ' OF 3
B. PROVIDE ROU�H ALIGNMENT OF ANGULAR EX7ERNAL FACE OF WALL AND CONSTRUCT BY
SETTING STONES UPON EACH OTHER FOR MAXIMUM CONTACT AND STABILITY ANO AT N07
LESS 7HAN 3 POINT BEARING.
1. FILL SPACES BETWEEN STONES WITH SMALLER STONE CHINKERS.
2. DO NOT LEAVE ANY VOIDS IN WALLS GREATER THAN ONE QUARTER CUBIC F007 IN VOLUME.
3. ORIEN7 STONES FOR BEST ALIGNMENi OF FACE AND UNIFORMLY R,4NDOM DIS7RIBUTION OF
STONE SIZE AND SHAPE.
4. ALL STONES SHALL BE AS CLOSE TO HORIZON7ALLY ORIENTED AS POSSIBIE WITH NO
S70NES INCLINE AT MORE THAN 30 DEGREES FROM 7HE HORIZONTAL.
DESIGN LOADS
THE FOLLOWING LOADS ARE CONSIDERED:
�
a DL 1. OTHER DFAD LOADS: THE WEIGHTS OF COMPONENT MATERIALS
�
0
N DL2. SURCHARGE LOAD: 100 PSF
� DL3. EOUIVALENT FLUID PRESSURE: 40 PCF
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� PROJECT: RETAINING WALL AT 4 VISTA AVE.
� ��� ������ � ���� SALEM MA
DRAWN BY: JJR CHECKED BY: EHM
o CONSULTING ENGINEERS, INC.
� SCALE: NO SCALE
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� PO BO % 8560/60WASHINGiON Sf. �
r:i S A L E M , ►��e o � 9 � , DATE: 3/19/2008 � ..
PN 978 . 74�5 . 6817
rex 978 . 745 . 6061 STRUCTURAL GENERAL
" WWW . STRUCTURES - NORiH . COY JOB NO: O7- �S2 '
NOTES: PAGE � OF 3
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SITE KEY PLAN .
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� ELEVATION VARIES: WHERE ST 1U1�nTU tS
SECTION IS CUT ON PLAN, - - - IIONT�
EL. 95.48't PER — � p1�`��'�'p`
' °0ro•a�a m�ee 81
SURVEYOR'S DWG, V.I.F. _ — — — ,,,�,�,,,,,
� � — � es as.�mn
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FlNISH (NEW) GRADE ��/
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NEW BOULDER /
� IMPORTANT NOTE:
GRAVIiY REfAINING WALL J ` , � BACKFILL AND COMPACT
LOWER GRADE PRIOR TO
OR SIMULTANEOUSLY WITH
�� � °��° CHOKE BACK FACE UPPER GRADE.
� ��_°�° IOF RETAINING WALL
_ � oo` . WITH CRUS�FIED STONE
^ o0
x // �°O° , . Il�BRC X
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" 0op / � SEE GENERAL NOTES
� �� (�o. / io A7TACHED SEPARATELY. �
a� ,g ; / �
�; =P =v � w
� PROPOSED � �`� B:o
� FINISH GRADE � °�o=q4�o �
d
� � °^o g °� THE CON7R4CTOR IS SOLELY � � �
� �� � '`���.• RESPONSIBLE FOR SOIL STABILIIY � V
°��= AND THE S7ABILITY OF EXIS7ING
�a o; o �
N � � e�qg° STRUCTURES ON SITE DURING �
/- � � �°o o CONSTRUCTION AND FOR C►i �
o �°� � MAINTAINING EXISTING GRADES U� �+
°� � � . _ I�(I I I .Q._�,.t ELEVATION VARIES: WHERE SECTION � �
z IS CUT ON PLAN, EL. 85.34't, STEP � ^
� f � DOWN AS REQb TO MEET EXIS7ING �
N 2'-0" MIN. RETAINING WALL a
3 // �
Z 1.5 TSF BEARING CAPACI7Y
� UNDISTURBED, NON-FlLL SOIL (VERfFY)
w EX(STING OR 95% COMPACT�FILL
m GRADE
N /
� / �
� � _ _ _
~ — - — /.i%�/ — — — � ELEVATION VARIES: WHERE SECTION IS
; - - - - CUT ON PLAN, EL. 80.98't PER �
a SURVEYOR'S DWG, V.I.F.
�
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� 1 SITE RETAINING WALL SECTION � a � �
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� � . ST yU�C�TU''�S
EL. 98.19't AT POOL DECK PER m�sm.,�ao���ac
SURVEYOR'S DWG, V.I.F. «����►
s/uet n am
. R/'lLA6elf
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ELEVA710N VARIES: WHERE — — — _ _ — —
SECTION IS CU7 ON PLAN, � � /
EXISTING EL. 96.14'f PER � � ���
SAWCUT & SAFELY REMOVE TOP OF GRADE SURVEYOR'S DWG, V.LF. �
EXIST. CONC. RETAINING WALL
_ � ..............
I I FINISH (NEW) /
J GRADE
J � .: .a. � ' , .
� 3 2
oc� 1 �
¢ Z � . a.°.
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t0 �'-��
i � — � � NOTE: CONC. RETAINING WALL MAY BE �
M ix � � a � � CUT DOWN LOWER TO LEVEL INDICATED �
BY (t) PROVIDED THAT CODE COMPLIANT
ELEVATION VARIES: WHERE SECTION IS GUARDRAIL IS PROVIDED ON TOP OF WALL �
EXIST. BUTfRESSES � a CUT ON PIAN, EL. 97.73't PER w �
TO REMAIN, TYP. SURVEYOR'S DWG, V.I.F. � U
° ' �� FILTER
" oo� �
�oo, FABRIC � �
� p o 12" �' C!]
d � �
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o a . � °8 � �
i a�eogo
°�� NEW 4"0 DRILLED !�+ ^
� ELEVATION VARIES: � �'� • WEEP HOLES � 6'-0" O.C. �
WHERE SECTION IS , e =p a
CUT ON PIAN, ��=�8 °
EL 85.90't PER _� =4 0� d� IREPLACE EXIS7. BACKFILL �'
SURVEYOR'S DWG. V.I.F. _-_y: 44� ° WITH CRUSHED STONE - �
.. - � .. ^�°�o ' � '
• p ° ° °' EXIST. CONC. FOOT!NG
a
:a � �
< a
, a .
4 " .a 9
a
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ELEVATION VARIES: WHERE SECTION IS / / � � �
CUT ON PLAN, EL. 83.27't AT 3 � � �
SIDEWALK PER SURVEYOR'S DWG, V.I.F.
�EXISTING SITE RETAINING WALL SECTION � a � �
s—s YZr_�._ou S�or
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