HomeMy WebLinkAbout0644 RIVER ROAD - Health 644 River Road
Marstons Mills
A = 061 057
15�F—
,I
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No. 2- _3 3�5_ E ��?j' �� Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS
Application for &gonl *pztem Construction Vermtt
Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. ( q-4 %Z,; err-, !L d• Owner's Name,Address and Tel.No.
1'11R¢stzia.s 'm�<lS /Y�r. r,�h+S PAWL rY14422e LA
Assessor's Map/Parcel , �„ W 7� r z /Y►0yS
rn✓itUMIs ^Ok ILLA L/28-9SY?
tal er's N 6kddre)sand,Tel.No. Designer's Name,Address and Tel.No. �c� 3W y
s� 1 c41
Type of Building: S 5e a f
Dwelling No.of Bedrooms MP �77 ):ot Sizei bS sq.ft.`X Garbage Grinder( )
Other Type of Building Rems f p0--71 AL No.of Persons `1f Showers Cafeteria( )
Other Fixtures (31 Iz.�.r� S,r:9 tL . �Rv tie re yea (3-
Design Flow 1101 gallons per day. Calculated daily flow Lv l�d gallons.
Plan Date iYuv. `ZeeZ Number of sheets 1 Revision Date a)►9
Title .7
Size of Septic Tank i Soo A A-1. Type of S.A.S. S Gh n m h e,-s Z Y s Yc b1`
Description of Soil Ldo-fy\�l S,,4►j-b
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has bee nos - t ' of He
Signed Date ifliflax
Application Approved by Date-?
Application Disapprove or the following reasons
Permit No. 210 3"3?S Date Issued �� U3
01 1 1 i 1
r* Nd !U ( if —_ 4 'G��j�' S� Fee r
THE:COMMONWEALTH'OF MASSACHUSETTS Entered in computer. c 1
PUBLIC HEALTH DIVISION —TOWN. OF BARNSTABLE., MASSACHUSETTS Yes .
' ZIppYication for'biopoy.5ar *p5tem Coiotruction Permit
Application for a Permit to Construct(X)Repair( )Upgrade )Abandon( ) ❑Complete System ❑Individual Components.-
Location Address or Lot No. ( q(4 Riv' err- ad. Owner's Name,Address and Tel.No.
/ '" IllRfarr�n�s m�L►.0 Mr.+ rv..s, PAWL, rr 9%2209.A
or'Assesss Map/Parcel
(Al /57 9-9837
°i Installer's Name,Address,and Tel.No. / Designer's Name,Address and Tel.No.
o Rb Suave
Type of Building: P
Dwelling No.of Bedrooms MAXLot Size �,Z 6S- sq.ft. Garbage Grinder( )
? Other Type of Building /Res►6--AL No.of Persons b Showers.,(v/ )'Cafeteria( )
f OthEr Fixtures To►Le,r ��� ►l��z►trn �rw1►t LAvarae,a;._� fZ�
Design Flow_. I LCa ) gallons per day. Calculated daily flow L l-Q gallons.
-Plan Date Nov. �.��ooZ Number of sheets d Revision Date a►l A
Title A
t Size of Septic Tank /Soo aA 1 }Type of S.A.S. is y► s roMf-
t
Description of Soil 1-00-ryi4 S A nm
t
Nature of Repairs or Alterations(Answer when applicable)
i
` Date last inspected:
d Agreement: ... ..;'-'►
The undersigned agrees to ensure the construction and maintenance of the afore describe dlo-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to placePthA'Y tem in operation until a Certifi-
cate of Compliance has been is , by th' p. of He `"
p.
'Signed i Date IS�od.
Application Approved by }� "' Date /?-0 3
Application or'the following reasons
p
f Permit No. 2 00 3 395- Date'�Issued d^U3
s --- ---------------- : ' ---------------
THE COMMONWEALTHtOF f1AASSACHUSETTS
S BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
'THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(V)Repaired ( )Upgraded( )
Abandoned( )
at has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. w?-3g dated ?-/?-0 3
Installer Designer
The issuance o pthit permit shall not be construed as a guarantee that the system wil fu,��t'on as de tCned.
Date y fla,70 _'Inspector �tti.1� qj
.- . ..No. 2t.�G?,. ?C7/� --_-------------------T------Fee to���
-
� THE COMMONWEALTH OF MASSACHUSETTS
— - PUBLIC HEALTH DIVISION - BARNSTABLEs MASS'ACHUSETTSa`' ,
1i!5pogal-*P!6tem Conttruction.Permcit 7
.f x wf %�` if
Permission is hereby granted to Co struct( )Re ( )Upgrade( )Aba�do ,
System located at , t r v •t 1'
t�1
and aswdeserb�ed in the above Application for Disposal System Construction Permit. The applicant recognizes sfher duty-to"
comply with.Title 5 and the following local provisions or special conditions. i-, A ,N 7
Provided:Construction must be completed within three years of the date of this pe
Date:` �'�'`1 � -';� APProved by
✓4..a
TOWN OF BARNSTABLE OP
LOCATION IW SEWAGE #
VILLAGE_ & J iVS ASSESSOR'S MAP & LOT S
INSTALLER'S NAME&PHONE NO. PIOm
SEPTIC TANK CAPACITY ISZ
LEACHING FACILITY: (type) �aJr (size,--'-`' l't •�
NO.OF BEDROOMS < onIy fin�v�, �$� C`i `S �X12,8'.3 /A-Z
BUILDER OR OWNER
PERMITDATE: i/. ' COMPLIANCE DATE: b� cQ t3 N
' Separation Distance Between the:
,01;- Maximum Adjusted Groundwater Table and Bottom of Leaching Facility 621LZ v 15h-.S• Feet
i
Private Water Supply Well and Leaching Facility (If any wells exist f�rp
on site or within 200 feet of leaching facility) ltl/l�r� 1_',�� Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) � )"1� Feet
Furnished by
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TOWN OF BARNSTABLE [r
LOCATION WT /?jJ/,f RA SEWAGE # Ao3-391-!�
VILLAGE 4?4&2 S ASSESSOR'S MAP & LOT e �U S
INSTALLER'S NAME&PHONE NO.. { C
SEPTIC TANK CAPACITY IIJ�
. LEACKNG FACILITY: (type' eh&iiegi (size).'
NO.OF BEDROOMS 0`7 /In �1- JbA
BUILDER OR OWNER L
• PERMTTDATE: / COMPLIANCE DATE: N b U
Separation Distance Betweea the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility e 'S�S. Feet
Private Water Supply Well and Leaching Facility (If any wells exist / !'p /7me
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
Within 300 feet of leaching facility) Feet
Furnished by
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Town of Barnstable
•. '0'�tio Regulatory Services
Thomas F.Geiler,Director
�iivsri►are. •
9� Public Health Division
E0 °i Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office:-508-862-4644 Fax: 508-790-6304
Installer &Designer Certification Form
Date: f1 ntL 2-o6q
Designer: Dka_q'C"t') VIV[ rJ . 2�gn / Installer: � (�. ��� d� I 1\P, i
Address: `Ts I ri ( L`� Address:
Dox-zogm: AA
On 3 0Iri'1.ftJ UQ4L- 'as issued a permit to install a
(date) (installer)
septic system at &44 V4V&(Z_ 26 kD, . t'l/Sbased on a design drawn by
(address) - - I.. . , .
dated
(designer) -
XI certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system)but in accordance with State&Local Regulations. Plan revision or
certified as-built by designer to follow.
1
C�Ilw Y 4M Plo 0 �vN OF Mgss9
o D R E
--'N"li
' Sig �� O §
(Ins aller s n ature) � ER
No. 1140
��GISTER�O U
`. SgNITARIPN
(Designer's Signature) (Affix Desi Stamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DMSION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q:Health/Septic/Designer Certification Form
Y
\ 31.4' LOCUS INFORMATION
\ ` 1 CURRENT OWNER PAUL k PATRICIA MAZZOLA
co 509
b
STONE ^ NAR ADDRESS MA Box
' STONS MILLS
WALL EXIST. °' I MA 02646 LOCUS
\ 0 1500 GALLON PLAN RE>ERENr2 PLAN eBOOK W.PACE 10
PACE 63 � dr kill,
` 3 RR E REFERENCE DEED eoaK 324e,PAGE 211
LEACHING SEPTIC TANK �Ao
Q 1.; ZONING DISTRICT RF ►D
S.A.S. Q SETBACKS FRONT 30'SIDE IV
wE9y RO
Lr �� \ Q REAR IV .
a \� D-BOX .. `— — —M ^' FLOOD ZONE C,250001-150 N�
ASSESSORS
PARCEL 057
LOT AREA bo,2est sF. DATUM:
�c
VERTICAL M
56 — — -1 .� 1 BENCHMARK SET: TOP OF CONCRETE
/ / I
`\ BOUND ELEV. 58.07
IN
I IN
IN
54
\\�\PROPOSED \ { --
-•- \1 � QOyry1pQ CtNeq,'RY
.; `GARAGE SLAB. { { CRANBERRY BOG a" Ada _ •
T.b.F. 60.0 { 16 O, I /it �9
It
960f S.F. r r - `SJ
/r/r CRANBERRY BOG
r
r `.
50 �\ { CONCRETE di BOG�T°°oFeurk 2Dw \I\;`1r►
rl,B�{m . !(;jt7iii'-^^.,.,-^ I SEE DETAIL SHEET 1 RIVERFRONT `
p / BOUND ;I,If1,.1.1...,..• !,il;;,:r;l,,,;I;;:•^. \ .
A-: / 5 / i l€ ur1x •�, OFFSET `\N \` llp//�C�
-� llp
4-3 „•t;i?j?';; i Z uJlLirr i'r'r4ir`T*�
0.0 IN IN
G \� , 7•` _ ,;;:• JOHN HAMBUN N \
�i�x; , ��i >.�,, ono RIVER ROAD
.rsT�<�yF*1'a' M ` '`�v�i ASSESSORS MAP 44 1 1
/ 5�10'1 / 4�• \\i:.!f?I ,' 1 /cp%1/� �pi0�•s` _�t/"j`( ti'`ail„� l;p�. PARCEL 27
A.
''•``.: row of B
w
0 10 1s 20 so ,,Ty,Y e0 \:% �' _-Jo Ke, urx '`'vr'%%'r• K CRANBERRY BOG
a?l� JOHN HAMBUNI \
PO /7IO RIVER ROAD \ _
'r0 j',^•. ASSESSORS MAP 14 \ ?�(�v. - '\, 0644
GRAPHIC SCALE: 1 INCH = 10 FEET ;?,� :'f.ti , /
PARCEL 27 �� \\ 9UF7
`\`\•..•\ \ TONEWALL
v::•o-.�
CRANBERRY BOG
? \'•;::\ \: J LID BENCHMARK \` J
g7. �i�,�•%::. II \.?:.� 11. -__ � TOP CONCRETE 200'
`,.y,, `Ppc%,`D.9^`19e'•• )'''+'I BOUND.D.ELEVATION DENNIS UN.�7"jS7r"7 �•i>� -) �.;:j � DA CAHOON RIVELtFRONT
56.07 MSl t
\•':•?� i•`%%�� 5� a ASSESSORS MAPBt OFFSET
� 4•'`':�_ r /` i N PARCEL 56
DETAIL SHEET 1
PROPOSED IN-LAW APPARTMENT
N/FLOCATED AT
SIE 6 RI PASTORE �� —��,�.•r�;'i`?In �. .,\�.�•, i
/B56 LAVER ROAD � �_�� fi1�T(n:.i! t-r• ,,.,Tr:^hil i � -Sq 9T��S2 /� ZN�
___ L F� #644 RIVER ROAD
1. u `r"11i S MARSTONS MILLS
ASSESSORS MAP 44 - _ i'C�'^ r
PARCEL 26 'S2----�-__ �.-- •\\\\• 56
_ S9
. NB6.17'29;E�436.46'
BARNSTABLE, MASSACHUSETTS
R A SCALE 1 50 DATE. AUGUST 2 2013
N/F cP 6
............ AS 61
TIMOTHY k AMYA 61 STONE
N
Y' -'--- .._.._-_-- 6•°�"-r-f 64,-._ 5/E4P PARCEL 1
oRs AR
4 0. a9&
O owvEwAY •_.._._..- No.
33 'P O PREPARED FOR:
T Mr. PAUL J. MAZZOLA
MICHAEL LEAKY/PAULA KELLEY 2' WATER '\ s/O A LA P.O BOX 509
/651 RIVER ROAD SERVICE \ 2 MARSTONS MILLS, MA 02648
ASSESSORS MAP 44 _ J
PARCEL 2 / 508-428-9839 SHEET 1 OF 1
��✓ PREPARED BY:
N/ 0 50 75 100 150 250 EAS SURVEY, INC.
PATRICIA FRUAEN a CRAIG STEWART 141 RT. 6A
/625 RIVFIt ROAD
ASSESSORS MAP 61 P.O. BOX 1729
PARS 33 GRAPHIC SCALE: 1 INCH - 50 FEET SANDWICH, MA 02563
PH. (508 888-3619
FAX (508) 888-2496
SB 5/8' X 24' AB's AT REVISION: OATE
6' THICK CONC. O/ 48' O.C.
METAL DECK
I YX EXP. JOINT MAT.
AS 2X6 P.TSP. SILL 11'-6' T.OF.
1�
PLATE 0/ 6'
2X6 S 2X6 2X6 SILL SEAL '
10' THICK CONC. ..f '� -- -- ---- --- --
WALL WITH 4'
SAEF AS SHOWN
--------------------� ----------------- - - 1l,;f
In W14X22 STEEL BEAM I BEAM SFELF AT
9'-10• ABV TOP
OF
0 1/4' EMBEDDED FTG'
STEEL PLATE W/ .�.�•....
(2) 3/4' X 7 q;j
NELSON STLDS FOR f 1.
1 a BEAM BEARING .4;___•" (2) 45 ROAR AT TOP
1 - ---- E 80T. OF WALL E
T.O.F. - 70P OF FTG. AS SHOWN
Q MARK
Q '" STEEL Sl-BF PARALLEL TO FRAMM 1 McDO WELL
SEE P62PBNDICLLAR CONDITION SCALES 1-I/2' • I'-0'
rI 6' THICK CONC. o/ 1/4' EXP. JOINT MAT.
AIA
METAL DECK
W.
p 2X6 P.TSP. SILL II'-6' T.O.F
PLATE 0/ 6'
-= ----------- ---- ------------- ----------------------
'
----------- ------- a --
y � SILL SEAL v=_� CALIFORNIA
MASSACHUSETTS
10• THICK CONC. CONNECTICUT
WALL WITH 4' II'-0' T.O.F.
SHEI-F AS SHOWN ..I;y .
(3) 2X6 F✓pR. (3) 2X6 (3) 2X6 FGA2. (3) 2X6 FOR.
vLLCRAFr Lsv�n
r s ree
1 METAL DECK
A5 801�986-s2o
ROOF FRAMING PLAN (2) -5 REBAR AT TOP
sczrE-,1a�—ra- AS°T. OFSWO°N WALL E
NEW GARAGE FOR:
42'° -4' Mr. Paul Mazzola
8' X 8' X 1/4 METAL r!'i
�M �R�POINTS STEM SARF PMP. TO FRAA" 2
SEE DETAIL M ,,u SEE PARALLE CONDITIONSCALE; 1-1/2- - 1'-0BOLTS AT ' O.C. 6' THICK CONC. OVER
T.O.F. 11'-6- VLLCRAFT 1.5VL22 METAL
DECK WITH 6X6 WL4 X
T.OF. - 9'-10'
A2 - WL4 W.W.M.
T.O.F. 91-10' 141 ...
T.O.F. II'-6'T,
4 .
I
1 i i 2X6 FRAME) WALL
4 i i i i BELOW 62 OPLDDLE-WELD AT
W14X22 STEEL BEAM
SEE FOUNDATION PLAN
I VLLCRAFT 16VL22 METAL DECK 12•-0• j
I COM SPA" ;; 4' S4SJ' AT 9'-10' 644 River Road
P2°N° V. FOOTING Marston Mills, MA 0264
-- --
� � T.O.F. II'-6" I I I
g
ro.F. • III X 8• X 114• TWCK HET TITLE
g• 1I METAL PLATE W/ (2)
I
g 3/4 X 7 1HSON STLOS FOUNDATION
r �2? FRAMED SW-AR EMBEDDED AT 9'-10'
WALL CONIC 5WELF
• _ i , I i iLOCATIONS AT BEAM
PLAN
I '4-N' � ; II I.IL\� TO GGf�VY1 VVIV�LVTMY
3 4 (SPECIAL CONDITION) SCALE. HIT - P-O' 3 A2 12'-0' SECTIONS
A
FROS WALL - SE' ELEVATION i ; CAST-IN-PLACE CONCRETE
- I I I SLAB AND SLOPED APRON
1 AS SHOWN
1 , I
GALV METAL ANGLE m
0
I _ I 2X6 FRAME) WALL AS SHOWN
TOF - II'-0' , --'�=- - - -- - - - - -- - - -- -- -------------- -- --------------
TOP. I 4 CONC. CI.RB BEYOND LW�
9'-p' ° i T.OF. II'-0• H 2
_.. 2
------�----1-- ----------- SLOPE TO DRAAV
------------------------------- --------
1 _
LOF. 9'-f0'
SS 5/8' X 24• ANCHOR BOLTS AT 48 O.C.
A A4 a�4
3 � "1=IIII=IIII=IIII=IIII m
e'-D' IIII=IIII=III I=IIII- ¢¢�
42'-0' 11 I—I 110111 Ra I I I I O
lr I I1=IIII=
FOUNDATION PLAN a4 RESAR AT 12. O.C. PROJECT NO.
SCALE+ 1/4' 1'-7 10- TWCK CONCRETE WALL SHEET NO.:
GARAGE APRON WTAL 4 A 2
WINDOW SCHEDULE REVISION: DATE
( I
rM MODEL mJVE8? ROUGH CPENNG COLOR GRILLS REMARKS
I AN0E2SEN A21 2'-0-5/8" X 2'-0-5/8' WWTE-CLAD 4 LIGHT SEE ELEVATION
2 ANDERSEN TW28410 2'-10.5/8' X 5'-0-7/8' WMTE-CLAD 2/1 SEE ELEVATION
42'-0' 3
8'-6' 8'-8' 8'-T 4
5
6
7
8
9 Ll
D
0 0 12
13
14 � �-
15
16 MARK
Q --------------------------------------------------------------------------------- D 18 MCDOWELL
19 AIA
iin
4 20
DOOR SCHEDULE
O CALFORMA
YM S� THICIaYESS ROUGH OPEP" DESGQMCN MASSACHUSETTS
1. cOtMC77CUT
6' CONCRETE SLAB O/METAL
4 � Oi O2 PAN DECK wi 6x6 wIa x w14 w.wnL� O(� _ 4 A ANDB2SHV FWG 3061E AR I-3/4' 3'-1' X 6'-II' WHITE CLAD - 15 DIVIDEDLIGFIT
ABV. �( H e 12090 QCU-LP DOOR 1-3/8' 12'-0' X 8'-0' CLOPAY - RESERVE WOOD COLLECTION
C DESIGN 0 - TEAK f 8 BB
O D 16090 ROLL-LP DOOR I-3/8' 16'-0' X 8'-0' CLOPAY - RESERVE WOOD COLLECTION Mg
E: DESIGN AI - TEAK 60�1985-320
F
G
LAE OF CELNG OLE 4 FI
NEW GARAGE FOR:
------------------------------------------------- ------------------------------- K Mr. Paul Mazzola
4 L
2X6 WALL CONSTRUCTION W/ m
11-21 NRLATION E VAPOR IIA11961
V� N
P
O l O O O S
PR ACCATES PAR OF DOORS FIR INDICATES FRBVCN DOOR SL ADICATES SLDER
AR INDICATES MRRORE D WARDROBE DOORS PRE NDICATES FREPATED DOOR AL PDICATES ALLA94.M FRAAE
8'-T 8'-T 8'-8' 81-7 8'-1' HC INDICATES HOLLOW CORE DOOR SG INDICATES SINGLE GLAZED WD INDICATES WOOD R?AAE
Sc INDICATES SOLD CORE DOOR DG N GLAZED
DICATES DOLELE ON INDICATES DOLBIF FLNG
42'-0' CN N7ICATES OVEPW.AD DOOR FG NDICATES FLIED GLAZED TEW INDICATES TEAFEQED G..AZNG
ROLL INDICATES ROLLP DOCK SH NDICATES SMILE FLAG NOTE, REP52 TO ELEVATION FOR ACTIVE AND
NACTIVE PANES
FIRST FLOOR PLAN SCALE, ROOM FINISH SCHEDULE 644 River Road
Roots NAIVEFLOOR I BASE WALLS carve Marston Mills, MA 02644
MAT MAT FIN HGT MAT RN MAT PN HGT REMARKS
BASEMENT GARAGE 0 0 AETAL DECK D.G.
LFPER GARAGE O F G 2 G 2 91-0' SHEET TITLE:
FLOOR PLAN
ID&W SCHEDULE
m
MATERIAL FINISHES
A. MASONRY J. 1/2' GYPSUM WALLBD.('XI 1. FLAT WALL PAINT
B. SHEET UINTL K. WOOD SIDING /PANELING 2. SEMI-GLOSS ENAMEL
C. WOOD L. 3. STAIN }
D. CARPET M. EXPOSED WOOD BEAMS 4. ACOUSTIC TEXTURE 01
E. CERAMIC TILE N. EXPOSED WOOD FRAMING 5. WALLPAPER (N.I.C.) QQ¢
F. TOP-SET UINTL P. 6. ORANGE PEEL TEXTURE ❑
G. 1/2' GYPSUM WALLBO. O. CONCRETE (EXPOSED) a
H. 5S8' GYPSUM WALLBD.('X')
PROJECT Na: 201001
SHEET NO.:
A3
REVISION: OATE
t
TREATED W.C. SI-tlNGLES
i
O/ 15>r ASPHALT FELT
PAPER
242 RIDGE W/ LEAD FLASHING
JJ BLK'G BS-°W CONSTRUCTION NOTES 30 YEAR ASPHALT SELF
2X8 COLLAR TIES SEAL SHINGLE O/ 15-
AT 16' O.C. ASPHALT FELT PAPER
12 I. ALL CONGTRUCTION SHALL COAP'_Y WITH TPE MASSACWJSETTS BL9LONG CODE
10 I 1/2' CDX PLYWOOD EGHTH EDITION AND ANY LOCAL BLALDNG REOUIREMENTS. PAINTED ALUM,
ROOF SHEATHING 2 DESIGN LOADS GUrnER
2)(0 ROOF RAFT82S CEILING'S 25 PSF
AT I6' O.C. CEILING'S
ROOF 37 PSF 2)(10 RAFTER BLOCK 1-----
2XI0 RAFTER TIES FLOOR 40 PSF LIVE 10 PSF DEAD
AT 16' O.C. DECK 40 PSF LIVE
STAIRS 40 PSF LIVE IXIO WOOD FASCIA
12080 ROLL-LP GARAGE BALCONIES 40 PSF LIVE PANTED
----"-----'------------ DOOR BEYOND PA
a MSLLATION REOULQEMENTS�
IXIO FASCIA WALLS R-21 .
FLOORS R-30 IX WOOD SOFFIT - PANTED
CELNG R-38
a IXD FRS - 1.---L---,-
RACCORDANCE4. EXTE21OR WALL
WITH FRAMING FENAIPULL HAVE STRLICTLQAL HEADERS IN t /'
IX8 FRIEZE BOARD
�0 2X6 WALL CONSTLICTION W/ MARK
2-21 NSLLATION W/ VAPOR BARRIER 5. CONNECT ALL SMOKE DETECTORS TO PIOLISE E-ICTOCAL SYSTEM AND pI Ar 1�� ��py��
A2 NTE2LOCK EAOH SO THAT WI-EN ANY OffE IS ACTIVATED ALL WILL BE rLAIY�_OIY O 1
. .'. . . . . . . . . . . . . . . . . . . . . ACTIVATED. COORDINATE WITH ELEVATIONS SCALE, 1-1/2• 1'-0' McDOWELL
b ORGANIC ARE TO BEAR ON LINED AS
LEVELURED SOIL DEVOID OF ANY I w
i ORGANIC MATERIALS A/C STf�PED AS REQUIRE) TO MAINTAIN THE !� A
REOUO2E0 DEPTH BELOW TPE FINAL GRADE SOIL BEARING PRESSLIPE
} ASS-44ED TO BE 2000 PSI.
7 CONCRETE DESIGN VALLES ARE TO BE A MNMLM AS FOLLOWS, CON77NJOLIS SEALANT
NOTE, CONTRACTOR SHILL COVSTRLCT AT NAILING FIN
SAORM AT APDECK SPAN PRIOR TO BASEMEN WALLS 3.500 PSI
:P CONCRETE PCU?AND REMOVE NO SOONER BASEMENT SLAB 2500 PSI CALIFORRU
4 THAN 7 DAYS AFTER CONCRETE PLAC8IBYT GARAGE SLAB 3,500 PSI YASSACXUSETTS
PORCH SLAB 3.500 PSI CORREC77CUT
a ALL WOOD IN CONTACT WITH CONCRETE S-IALL BE PRESSLRE
TREATED.
4' THICK CONC, SLAB W/ 9. WATERPROOF BASEMENT WALLS WITH APPROVED RTL"\IOU I8�S I@@
TOP OF FTG. 6X6 W14 X WL4 W.W. AESH COATING BEFORE BACKFILL. a
O/ VAPOR BARR63R 10, PROVIDE AGLLA770N BAFFLES AT EAVE VENTS. Z.=�
W.C. SHINGLES 0/ 15# 50 385'320
IL F20VIDE RIDGE VENT FOR ATTIC VENTP.G. ASPHALT FELT PAPER
TYPE A
LEAD FLASHING O/
SECTION 8 --�a^�� ASPHALT SHINGLES NEW GARAGE FOR:
5E
2X RAFTER Mr. Paul Mazzola
�r THIS STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE AMERICAN FOREST T.
AND PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO ROOF TO WAIL
FAMILY DWELLINGS. 110 MPH EXPOSURE 'B' WILL USE THE COMMONWEALTH OF Z
MASSACHUSETTS VERSION OF THE CHECKLIST PER (780 CUR 5301.2.t1 DESIGN CRITERIA). TYPICAL AT ALL WINDOWS SCALE 3 I'-0'
THIS STRUCTURE SHALL ALSO MEET THE PROVISIONS OF(780 CUR TABLE 530t2.12
WINDBOURNE DEBRIS PROTECTION).
2XI2 RIDGE W/
BLK'G BELOW
2X8 COLLAR TIES
AT 16' O.C.
644 River
COX PLYWOOD Marston Mill s
ad
WO MA 0264
ROOF SPEATWfVG
2XI2 ROOF- RAFTERS
AT 6' O.C.
SHEET TITLE:
RAFTE
R ER TIES
PT. OF 2A TIF AT 16' Q.C. SECTIONS
;-------------------------- 16060 ROLL-LP GARAGE
DOOR BEYOND
IXIO FASCIA
IXIO FRS 3
R
2X6 WALL CONSTUCTION W/
R-0 NSLLATION W/ VAPOR BARRIER
A2 4. WIDE X 20'DEEP
�' .`.N. . . . . . . . . . . . . . . . . . .
BEAM SF6-F (W14X22 BEAM) Y
SEE PLANm
NOTES CCMRAC70R STIW. CO45TRUC7
MNG AT AU-0EM SPAN PRIOR TO
p SCONCRETE POL.R AND REWYE NO SOONER
THAN 7 DAYS AF76R CONCRETE PLA(E31E T
o.
4' THICK CONIC. SLAB W1m
TOE OF FTG. 6X6 W1.4 X WL4 W.W. AESH
O/ VAPOR BARRIER
r
SECTION A PROJECT NO.: RAT
s(;ALE--ea'-ra SHEET NO.: A 4
4
30 YEAR ASPHALT SELF SEAL REVISION: OATE
SHINGLE 0/ 15- ASPHALT FELT
t
PAP61 - TYPE A
36' COLRSE ICE L WATER
SHIELD AT EAVE
2X12 ROOF RAFTER AT
16' O.C.
26 GA. G.I. METAL /
DRIP EDGE /
12 VENTER /
10 IX8 RAKE BOARDS IX PAINTED WOO" 6 I/2'
FASCIA /
IX PAINTED WOOD _
PLANCIA L
IX6 PAINTED WOOD
ROT. OF FRIEZE
Hill m W.C. SHINGLES 0/
BOT. a<HJR
ASPHALT FELT PAPER /�—,T��\
PAINTED METAL GLITTER ,
p E
FASCIA E RAFTM M7AL
TOP of _ _ _ _ roP of SLAB AT REAR ELEVATION SCALE: 1-1/2' - 1 1 McDOWELL
TOP OF BEAM SHELF AIA
-- -- 30 YEAR ASPHALT SELF
ASPHALT SELF SEAL
� SEAL S-WGL.E 0/ 15- SHINGLE RIDGE CAP
TYPE AASPHALT FELT PAPER APPROVED RIDGE VENT
®®®® CALIFORNIACH
� STRUCTURAL RIDGE BOARD MA88ACNUSETTS
6 120RAFTER AT C FRAMING PLAN CONNECTICUT
I
i
i
®®®® 12 rrtS ree
------------------------------=
L---------------------------------------------------------- i i `--------------------------------------
10IL
50 986-920
i
�_______________________1� �I________--___--_--___________-_--__------__________11 NEW GARAGE FOR:
L ----------------------- L-----------------------------------------------
Mr. Paul Mazzola
4' FROST WALL CUT ROOF PLYWOOD
r BACK FROM RIDGE
RIGHT ELEVATION REAR ELEVATION AS SHOWN
ROGE VffVT SCALE, I-LIZ . I'-D' 2
WO RAFTERS SEE FRAMING 2X8 LADDER CONSTRUCTION
AN
RIDGE VENT IX8 RAKE BOARDS
IX8 RAKE BOARDS
30 YEAR SELF-SEAL
I ASPHALT SHINGLE
8'
1/4"
O6./ ) LAY82S OF
to
� ASPHALT FELT
PAPER 36'HORIZ. BITLM N
LN-21_AYMLBNT AT IX SOFFIT BOARD 644 River Road
EAVES
(ICE 6 WATER SHELD) Ix4 FRIEZE BOARD W/ BE> Marston Mills, MA 0264
MOLLDING
W.C. SFIP,GLES 0/
WEAV® � BAR 15a ASPHALT FELT
SFBNGI-E CORNERS FM BOT. OF FAR. MAX. EXPOSLRE SHEET TITLE:
WHITE CEDAR S rr3LES
O/ 15- ASPHALT FELT
5 MAX IXPOSLRE m III, III, II SI-ET GRADE
PLYWOOD ELEVATIONS
_ TOP HING
OF SLAB
2X6 CRIPPLE STLD FRAMING
ROOF RAID M7AL
--- -------------------- TYPICAL CONDITION
SCALE, I-I/2' - r-o• 13
I
CAST-IN-PLACE CONCRETE
, SLAB An>o SLOPED APRON
AS SHOWN
3-V2'STD -
CONC. FILLED L2X2X5/16' AS SHOWN - GALV. m
LALLY COL ,
BEYOND 4
e
SLOPE TO DRAW
� i I
---------------------------------------------------J J
r------- ---------------------------------------------------
,
FRONT ELEVATION
T _______________ _______j
----- 8'-0' I I I=1 I I=1 I=1 I I=1 117
IIII=1 I I =1 I I I=1 I =
4' IFROST WALL III—IIII—III_II
� ,..IIII-I
LEFTELEVATION 0' THICK CONCRETE WALL PROJECT NO.: 201001
SHEET NO.:
GARAGE APRON M7AL 4 A 5
t
CERTIFIED
PLOT PLAN
WITH ##644
NEW SEPTIC Ff 0
LOCATION
AT �Q 31.4' o
64 4
LEACHING OO
RIVER ROAD O S.A.S. 1500 GALLON
SEPTIC TANK
IN
M MILLS o—Box
DATE: 6/12/07
o-
oo, ! /�
�ZH OF MASS �(
A.
�n
STONE `��� 63.4' 3 J
o No. 28980
G R J.
F / E
s s
�oNA AN 'V� S�en2 V'`CA
41.0 Y N
PREPARED FOR:
Mr. PAUL J. MAZZOLA
G�
P.O. BOX 509 r Q
MARSTONS MILLS, MA 02648
508-428-9839
0
PREPARED BY: 320 0 .1�,��'�N oUer S AS I^5 ✓1 ✓�`�
�0
EAS SURVEY, INC. S ^ (
��"�I�.SP/J „vz'-p-
141 R T. 6 A o 0 20 30 40 60 ,\eo-v'd
P. O: BOX 1729 AA00
SANDWICH , MA 02563
PH. (508) 888-3619 GRAPHIC SCALE: 1 INCH = 20 FEET
FAX (508) 888-2496
Gov Q F
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TR I$t(& 'M616 . � kGaa4�kfv �
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- f
KNF-E WALL K1J f-F 4�; ��\
f \f4AL . '
� -TW 944 Zk
AAP, PRO I I \\ \ \\\\ \\\�\\���` LOCUS INFORMATION i
\ \\\ � �., S
so CURRENT OWNER PAUL h PATRICIA MAZZOLA �BfRRY yy
ADDRESS PO Box 168 b
1 ^ry \ \ 1 ROP. DRN \ \ \\ '74 8' / �, _ 8 BARNSTABLE
2'STONE \\ \ \\ \ _ _ MA 026306'PIT
.
PROP. \ \\ \ \ 60 LOCUS
PRO . PLAN REFERENCE PLAN BOOK 348 PAGE 10
:,••\ I \ 1119.51 S'x10' i6'x32' \ \ // PLAN BOOK 348 PAG 63
I \ I \\� POOL HOUSE POOL �\\\v�/ TITLE REFERENCE DEED BOOK 3248 PAGE 211 C��ppP Rl1¢•�
EXISTING
\ \ / _ - ROO�.`t _
\• ':\ , ` \ a \ \ \/ ZONING DISTRICT RF pa•
\ PARKING PROP. / = SETBACKS SIDENT. 30 15' WPKEBY rNOPO';
COURT PROPOSED ,.z
I \ PATIO 5'HIGH / /� 64 REAR 15' .
\ \ 12 72 \ CHAIN LINK FENCE /
2 CAR \ rOS FLOOD ZONE C, 250001-15D N�
61 ' r ASSESSORS MAP el.
PARCEL 57
\ \ ' !#644 LAWN
l i 1p LOT AREA 80,265t S.F.
EXISTING I` `kAllD DATUM:
88.0' �y°O TORY WOOD SDWELLING I I BU RS VERTICAL DATUM: MSL±
\\ �\ ; \ \ BENCH MARK SET: TOP F RETE
BOUNDELEVC5807
\\ '\9\\
QOS77Ao_R fRRY G
sroL
CRANBERRY BOG
\\
N/F ` 1 ` O`rP,Ne'�—�.BOG
/71
JOHN HAMBLIN k CARL LAMPI I 200'
D RIVERFRO N TOAd710 RIVER R
ASSESSORS MAP 44 .—.—.—.—.—.—.—. OFFSET 27
S
/.
'nf
\ \
I 100• I PfitOPOSEO \ I I: I .:::,':•�: ::.'t `.;;;;;;i .�.� `�
BUFFER I ^^--
./ 50 I \
20•� ..h?' h � � rl` O��:4, � 1a .mom__ rrr ��•ti>�� I \ \'^: •
"3 as W aa� G�� \�.':::� i;\ �j r_ ..i" ``� r ��``._ --`�\•�.Z.'�_` Gf OF�RANB \\\
B0`GR �•. '.�./��\ / // 50"
IE�N6.8 BAA'k \\
0 20 30 40 60 100 4, `� �'E\ r / iS\ ` \./ \�' \50'I1,F. UFFfR
GRAPHIC SCALE: 1 INCH = 20 FEET RTR q0 R r I \ = ? _-_ : 1 ``
H \ , �r644 I�i
r r r KKrr`v I N
�ND
---
L--- . 'Z�STONE o - l90�\`
\•:\ � �` \ ` WALI � I �\lam -./ /
BENCHMARK
TOP CONCRETE 200'
\
OP. � r BOUND.D.ELEVATION I �—/
BAR r % I 58.07'MSL± RI ERFR TNT
1.
\� aR RR"OSED IMPROVEMENTS\
-
_ LOCATED AT
sio" s2 ` #644 RIVER ROAD f
, e: MARSTONS MILLS
N86'17'29'E 436.46'
BARNSTABLE, MASSACHUSETTS
bZ I r - SCALE 1' 50' DATE: OCTOBE 2009
`�' �� `b `s6`- -- ----�`�....�'.'.'.'..'� REV: D G ER 1, 2009
l
m.. DRIVEWAY .66 I%;�':��f`_
PROPOSED - S@2. .4.-�.,:: PREPARED FOR:
---`-- Mr. PAUL J. MAZZOLA
#644 RIVER ROAD '
\ MARSTONS MILLS,-MA 02648
508--428-9839 SHEET 1 OF 1
PREPARED BY-
0 50 75 100 150 250 �x..:w EAS SURVEY, INC.
TiDWARD 141 R T. 6 A
Am ° P.O. BOX 1729
GRAPHIC SCALE: 1 INCH = 50 FEET �b.e SANDWICH, MA 02563
PH. 508) 888-3619
+ FAX �508) 888-2496
To the be5t,of my knowledge these plans were drawn
DO Comply with the o—r/5 and/or builder's
CAFE COD HOME L)E51GN
6p_ificati.ro and any char,3c6 made to them after —
FE51PENTIAL HOME DESIGN FMAII
prints are de will b, one at the owner's and/or
builder's additional The RENOVATION DESIGN
contractor shall verify all dimensions and enedoeed
I,F:
drawings.Cape Cod Home Design is not liable for ENERGY CALC5 F�1,
errors once construction has begun. KITCHEN DE51GN www'Capecodhomwealer.ret
I
110 mph CHECKL15T 19 I l 1 1 the preparation
While eve effort;has il m,,Ic in
III of this plan to avoid mistakes,the maker can not 5TFUl DESIGN (506)7745-7460
guarantee against human error. The contractor 31)VIEWS(I NT.&EXT.)
must check all dimensions and other details prior to
construction and be solely re5ponsi bie thereafter.
AREA FOOTAGE
FIN15H FLOOR AREA SQUARE FT.
DO NOT SCALE THE FIN15HEO[5A5EMENT AREA N/A
LJ
DRAWINGS 15T FLOOR AREA 10,58 LJ Li
2N[)FLOOR AREA CK)uc)
co
GENERAL NOTES TOTAL FIN15H FLOOR AREA 50.FT. 1OL38
......
GARAGE 0000 Ln
1: ALL WCe<:5T000MFLYVIT-THe LATE51'ADO'TEP COVERED PORCH 0000 Un
YE95:ON OFT MA.i CODE(EDIT:CN 8)AND ANY
I'MENTe COUNT,OR l'V,'ON 5UiL:)iNG R CLJ 5�_.
PECr, 0000
2:
0;NOT ECAI=TH=)RA-AING5. M15C.AREA N/A
LOA05:
2', ef
P4
KOOF 25-50 yr
�LCCIK 40 af PAGE INDEX
DEC� 40 pf 5"5 40 �f
_j
3ALOOKEEs 40 �f
RE5CK) 1 TITLE PAGE 0
5FE 4: N5JLATON(M;N.KEQI .-C
WALLS 9-19
G K-3
E LING K-3b
2 FOUNDATION& 1ST FLOOR PLAN
5: ALL EXTERIOR'NALL OPENNG5&5EARINrWALL Orl
TO HAVE 3T.-K.ICT KAL,n ADPK5. 3 FRONT&REAR ELVTS. -3D OVERVIEWS
KECCDE E�EETKOCKNEIIDE GARAGE 0 — _j
HO SE.
7�. EACH 3E[*ZOOM TO HAVE AMINIMUM W.NDON OPENING OF 4 LEFT& RIGHT ELEVATIONS
3.3 5a NAND A MIN.CLEAK OPEN NG OF 29'�24�'N E�
TITLE PAGE NOT TO SCALE D KECTi_ONANDA51LLI=�EG, LE55TIHAN44"Or�FTTEFLOOII. 5 0
A, B &C
5: ALL TUB OR 5HOWEK ENCL051RE5 IF GLAZED ARE TO U5E I CROSS SECTIONS
TEMIIERED5AFE EXTEK, T'(GLAZING. 6 1 ST FLOOR FRAMING PLAN N
9: ALL OK WINDOWS ARE TO 5E 0OUELE GLA2ED WITH
A�J-VALJE OF
LES-T,�ANZO. N On
iO: ALL-XTE?lOr"OOKEAKE TO5E5QLDCOK_=W11H 7 110 mph WIND ZONE DETAILS
11: CONNECT ALL EMOKE DrE�=C`C%VO�IOUEE ELECTRICAL
STE
_Y 8 110 mph WIND ZONE DETAILS
M AND E AC:FO THAT WHEN ANY ONEIE, feel J
TK'P�F 71 THE�ALL WILL 5OUND.
12: PROVIDE COMBUSTION A.RVENT5(W/5CKEEN)=OK ANY
APPILIANCE W,7H AN OPEN FLAME. 9
13: rATP..RC)OM6AN:)KITC N5Ar,=TO5EY-NTE':)TOTH.E
OLHIF51LWlf A MIMMOMO THE=QLL0%'ANGCJ34C�T PER U)
__ 10 z
M:NJTE CA.FACTY:
0 KITE EN 100-'NT=KMjTTENT
Z5-CONPNUOU5 11 —
BATH 50-INTERMITTENT
20-GONTINJOJ5 cc
12
14: FOCTNG5 ARE TO 5EAK ON N0I5TJFE5EC LE'ISL 501
DEVOID OF ANY ORGAN:C MAT_=KALE AND 51,PED A5
REQUIRED,TO MA;NTAN THE2 U P J DEPTH BELOW THE PH �0
13
FINAL GRACE.eiOIL BEARING?RE55UKE A55UMED TO BE
2000 �i,
14 DATE OF
15: CONCKEIE C-PIONVALUES AKE TO DE AMIN MJM OF
L;5TEDYALUE5 THAT FOLLOW
FINAL ISSUE
AT 5LAEE 2 600 �l 13A51EME 0 Lu z
....................
15
5A9E MENT WALLE,3.000 F.i CA
KAC-E SLABS 3,50 0 Fei
2/4/14
-- P02Cn5LA35 3.500 pi 16
- --
16: ALL WOOD,IN CONTACT W:T-'CONCKETE TO B. PK=5cUK1=
LU 0 C/)
rKEA�, D.
CL LU
E 17 1,VAT=gZFROO 5AC-EM�NTWALL55=-FOKEE3ACK=:LLINC,. 17
0 A 16: 5EA-M POCKETSI N C NC�=TR TO r VF 112"AX5FACIE AT Q 0 DATE PRINTED
51DE5 AND=NO5 WITH A M:NIMUM OF 3"3EA2;NG.
19: 5A5E.MENT5 TO HAVE AN ACCE550FZY EXIT(DOOR OF 18
BULK FAD)T 0 OUT-50E. 12/4/2014
20: iN5UALT:CN 5AFFLE5 AT EAVE VENTS.
19
21: ALL ATT.CE,MUST BE VENT11.
Lj SCALE
20
2 z UNLESS
21 r OTHERWISE
U)
22 Q W
wo NOTED
F3 co 0
1/4" 1'
TH15 STRUCTURE 15 LOCATED IN A 110 mph EXPO5URE CATEGORY 15"AREA. TH15 5TRUCTUPE SHALL BE CON5TRUCTEP IN g 0
COMPLIANCE WITH THE AMERICAN FOREST AND PAPER A550CIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE CO
AND TWO FAMILY DWELLINGS. 110 mph EXP05UPE"13"WILL U5E THE COMMONWEALTH OF MA55ACHU5ETT5 VERSION OF z
CN THE CHECKLIST PER(780 CMI?5501.2.1.1 DESIGN CRITERIA). TH15 STRUCTURE 15 AL50 REQUIRED TO MEET THE
PROVISIONSOF(780 CMI?TABLE 5301.2.1.2 WIND50PNE DEBRIS PROTECTION)
PAGE j#j
WINDOW SCHEDULE 28' \
� QTY FLOOR WIDTH 1HEIGHT R/0 tTEMPEFEDIDESCRIPTION CODE MANUFACTURE,COMMENtS
1 1 29 5/8 1447/8" 301/8"X 451'f" DOUBLE HUNG 2430 ANDERSEN
1 I 335L11 407TM' 341/8"X41174" DOUBLE HUNG 2832 ANDERSEN 2'-9" 4' 4'-8" 7'-4"
7 1 335/8" 567/8" 3411E7 571/4" DOUBLE HUNG 284E ANDERSEN
3 1 335/8" 607/8" 13410761 1/4" DOUBLE HUNG 20410 ANDERSEN 2-J
1 1 1403/4" 40 7/8 1411/4"X 41316' DBL 1--AEmr-1-H1-1FHECN235 ANDERSEN
Window Schedule
2 6
p B:c6are-2�M arer �� =
,€ T —(�jA FI_�O cnCil^> A ... _ CU5 —
i
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TT
17
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_ ............... . ._ _._.........._.— _
LIVING (ZOOM DATE OF
(HRDwo) rn O W Z FINAL ISSUE
-———————— -----
I LO W Q (n
LO d = W
I I N Q DATE PRINTED
� � 2/4/2014
:.. ........ ._ ...... . .... ..... ....._.L .
2 6 2 ' 2L_--------- ' —-----
SCALE
W
ot/e ot UNLESS__...._....__..._.... z
8-11 76 o ��-, OTHERWISE
4' 24' o NOTED
W
26 i o 0
24' 0 1/4" = 1'
0
m � W
W
Foundation - 1/4" = 1 ' 1 st Floor - 1/4" = 1 ' Q cr_ 2
PAGE #
�� 00
0
J.
00
a
® 0
l� a
Front Elevation - 1/4" = 1 ' ® a
0 s J
p
cn
' z
P
O W Z FINAL ISSUE
i
Q � DATE PRINTED
w SCALE
� z UNLESS
OTHERWISE
-ai o NOTED
0 1/4' = 1'
� � o
m w
z
U
Rear Elevation - 1/4" = 1"
PAGE #
0)
ItT
:, I I , I I I � I � \
-
00
LO
P4
0 0
Right Elevation - 1/4 = 1 '
0
P4
it cf)
cn
FINAL ISSUE
DATE OF
0 uj
W
0 DATE PRINTED
WW SCALE
. ... . .......
z UNLESS
OTHERWISE
NOTED
o
1/4" 1
RETAINING WALL IF NEEDED C3
Left Elevation - 1/4 1 �a
z
IT-
rRM
PAGE #
R11tE--N I
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31 4' LOCUS INFORMATION wti�
s
& PATRICIA MAZZOLA TIFe�R
�, •, O ., \, N CURRENT OWNER PAUL R�-
Co ADDRESS PO BOX 509 Ro 40
STONE
MARSTONS MILLS
s
., MA 02648
I
\ WALL EXI ST.
PLAN REFERENCE PLAN BOOK 346, PAGE 10 LOCUS
1500 GALLON PLAN BOOK 346, PAGE 63 �•
S� TITLE REFERENCE DEED BOOK 3246, PAGE 211 p�� PO R��ER ROq
LEACHING SEPTIC TANK
ZONING DISTRICT RF p�`��
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BOUND ELEV. 58.07
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STEPHEN PASTORE - \ \ \- �� `` `__--,__��__ U % - - -�'
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TIMOTHY & AMY SILVA#47 NOR WAY
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PREPARED FOR:
r - _ Mr. PAUL J. MAZZOLA
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MICHAEL LEARY & PAULA KELLEY
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PATRICIA FRUAEN & CRAIG STEWART 10 A. 141 R T. 6 A
626 RIVER ROAD NE
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ASSESSORS MAP 61
ASSESSORSSTO .,
' �o No. 9 a� P. O. BOX 1729
PARCEL 33 GRAPHIC SCALE: 1 INCH = 50 FEET G,S E .
SAN DWI CH , MA 02563
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DATE: 8-27-02 DATE: 8-27-02 I RAISE COVERS TO WITHIN
GROUND ELEV 49.9 GROUND ELEV ;50.6
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2.5Y 6/6 _ 2.5Y 6/6 � „ ,
OR TOP OF C LAYER TEST PIT 2 ELEV 38.6 NO GROUNDWATER
1,500 GALLON # ENCOUNTERED ,
136 132 � ,
PRECAST CONCRETE
,
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SEPTIC TANK J
B.0.H. B.O.H.
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SOIL EVALUATOR. SOIL EVALUATOR
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PERC RATE: <2 MIN. PER INCH SYSTEM S S EM DESIGN
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N/F REQUIRED SEPTIC TANK
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Y PARCEL 27 -----G L.
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SIZE OF LEACHING FACILITY REQUIRED
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. .6 V` - -G D/S.F.
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GENERAL: NOTES.
\� ♦ i s Er
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I 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. S
\ FFE
TITLE V AND THE .TOWN OF BARNSTABLE RULES AND . REGULATIONS
\
FOR SUBSURFACE DISPOSAL OF SEWERAGE. .. � ,
2 AT LEAST ONE A \' ' � '\ , / ,.._ / l \
._ 0
ACCESS .POINT .OVER .TANK TEES SHALL. BE \ \ \ �
" ACCESSIBLE WITHIN fi" OF FINISH GRADE, WITH ANY REMAINING
/ \
\ \ F
ACCESS ..PORTS. BROUGHT TO WITHIN 12 OF FINISH GRADE.
3. ALL COMPONENTS OF THE 'SANITARY SYSTEM SHALL BE64
CAPABLEF T - \ \ , c,
0 WITHSTANDING H 10 LOADING UNLESS THEY ARE \ 0 20 30 4
Sg ♦ 0 60 100
UNDER OR WITHIN 10 OF DRIVES OR PARKING AREAS THEY \ \ S
\ \ - '�...
\ �'
N a.
MUST WITHSTAND H--20 LOADING. \�� .. � \ � �
\ \, �\ PROPOSED \
4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATIONOF \ \ 6 \
2 CAR �
L UTILITIES PRIOR TO ANY. EXCAVATION. \ \ .. _ _ / \ �
/ GARAGE � _
5. ANY MASONRY . . \ � ` GRAPHIC SCALE. _1 INCH = 0 T
SO UNITS USED TO .BRING .COVERS TO GRADE \ r / 2 FEE
„ . . � � SLAB 58. \ �
OR WITHIN 6 OF GRADE SHALL BE MORTAR IN \ \ / 2 #644
MORTARED PLACE. 1 • • . . �
6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER \ \
PRO QSED
FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. FO \ \ \ 2 STORY
WOOD DWELLING G
_ 7. SEPTIC TANK SANITARY .TEES SHALL BE CONSTRUCTED OF � � 31.2
T.C.F. 61.0 ���'
SCHEDULE 40 PVC AND SHALL. EXTEND A MINIMUM OF 6" ABOVE i WET,
THE FLOW LINE AND SHALL BE ON THE
CENTERLINE.. AND � S •� B'
\ '9 •C' � \ g \ � � UFF
LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. \ S 6 ER
LES q . \ \ u
8. THE INLET PIPE INVERT;ELEVATION SHALL BE NO LESS THAN \ \ 'P 'L \ \
2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT \ �� �F� • • � \ \ 4
\ \ \ 56 \ p 0 rn�p
ELEVATION OF THE OUTLET PIPE. \ D l- 78.6 -. � SITE AND SEWAGE
\ c -� P
� .\ \ ROPOSIED �
9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES \ O \ ,\
\ Qs 3 1500 GALLON ;
T \ c \ \ 26.5 \ 6
10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS
\ o � DESIGN PLAN
BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCT F 4" V 'O \ ai \ `� 2 \ oo SEPTIC TANK
CONSTRUCTED 0 PVC <A� g4
11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND \ \
\ �o . �.. 644 RIVER ROAD
SHALL BE SLOPED 1 4 INCH PER FOOT MIN. EXCEPT FOR THE 9 \ �-
FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH \ `r
c SHALL . . . �• -_ ♦ � � .. . �, M A R S TO N S MILLS
BE LEVEL
12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION \ �""--- Os
BARNSTABLE, MASSACHUSETTS
TO EAS SURVEY INC. FOR B.O.H. AN DESIGN
D DES G ENGINEERS REVIEW \ I �
AND APPROVAL, \ . • ,. `?�S` \ � cL ,. \ , ` o • , SCALE 1
" = 20' DATE NOV. 6 2002
CRANBERRY BOG \
13. NO KNOWN WELLS WITHIN 150' OF PROPOSED S.A.S. 2 PROPOSED D BOX z
\ �' \ o -o \ REV. MAR: 31, 2003
P 1
\ p \
-o REV: JULY 24 2003
PROPOSED
1
F` cQ 2 83 x50.5
�' t^ H 2
\ • : \ o .. .\ � PREPARED FOR:
p\ v .., , \ \ RESERVE AREA
N F
\ Z
s
/ \ a ✓ \ Mr. PA
JOHN HAMBLIN & CARL .LAMPI .� \ .. ; UL J. MAZZOLA
710 RIVER ROAD � ' \ �
\ \ , , PROPOSED 12.83i' x 50.5'
# \ G
I T s PRIMARY S.A.S. ,AREA 176 WHITE MOSS DRIVE
ASSESSORS MAP 44 � \ -� . Q '
PARCEL 27 \ � .' � / � �
MARSTONS MILLS MA 02648
CONSTRUCTION NOTES: PROPOSE ` . `�"52
2" WATER
l I 508- 428- 9839
/ !
LINE BENCHMARK 1. CONTRACTORS / INSTALLERS SHALL .VERIFY GRADES AND ,
� / � � N F SHEET 1 OF 2
ELEVATIONS AND SITE CONDITIONS PRIOR T TOP OF CONCRETE /
0 COMMENCING ,� / /
DENNIS` & IN A 100 ,I L D CAHOON
WORK.ON THE SITE. rk2 / � T~` 1 BOUND. ELEVATION
FF 63s RIVER ROAD
PREPARED BY.
BU ER #
/ / , � 58:07 MSLt ----
2 NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE. . � / / -
45 ASSESSORS MAP 1 S�+a, Mom.
/ 50 6 S
WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT f ` E A S SURVEY INC.
/ , ! PARCEL 56 �� � , ' � �IH o ,►.�
ED1NAi2D ti� �► sm IS TO OBTAIN. SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. . - _ �.
141 R T. 6 A �� RRt1lAfN ��3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING � � % -� A.
G Z
STONE
0 �( I : l�8ER1�AA� ^
MATERIALS OVER THE SEPTIC TANK DISTRIBUTION BOX AND 0 0 -•
S.A.S. AREA IS PROHIBITED ERRS / - ,,E 320 O. Q (�.
,�� o. 2a5so� P. O. BOX 1729 s . �
• �i `cC! ¢�i act
�P \� SANDWICH MA 025 T
6 3 of 5 c Est .
�� \S �N L LA S
� � � �/ eke, it
� �
508 888 3619 _
--
� 0 /
EX�ST/. \ PNgERR �gEQ / g/ NOTE:
\.NG BOG Rp STRIP OUT TOPSOIL wy/
j'D UNDER TIRE TRACKS STCFeF
3 � \ \ 44 -
EDGE 44 - - - - SF ' �j� i RRy
5'W� \ \ \ -4F6 CRANBERRY BOG - - - Ok \� 0
ROgD
ET�gND -�_ �-\�_\ �_ -- —_ -- __ TOP OF BANK X 45.91 -2' 2' 4, 2, 1 -2, O
\ 2„ PEA STONE �S4\�5��
E k,4 \ \ 46,8 X O
OLD ----� i GRASS GRASS Q��e LOCUS
\x 47.9 �/ ,SILT FENCE
BURROW X 47 8 --- - S6 GRASS 0 0 R/VE
/ \ PIT — _
O O R
• � .__ _-- HAY BALE 6 6» 0O � 1 x 1 �Op. RpgD
/ N86 17 29' E , \ \ \ / / _ �- / N/F �- T-BASE STONE t�,5
436.40 P / DENNIS & LINDA CAHOON T-BASE
Q DRAIN
\ 636 RIVER ROAD TO BOG
# O
ASSESSORS MAP 61
PARCEL 56 8" DEEP BY 10' TO 12' WIDE DRIVE wP�Eg
/ \
63.3 -/�S
62 rn 60 OD / 8'` f / N
o , ,� � ROAD SECTION :
00' wE i J ^ — S �--��' .i NOT TO) SCALE:
T � .
U
L
q
1.0
�FER ND
i c,
` i E Dom-- �- .� • � _ i� 62
DATUM .
N G PDE��DR`vi �� 157 /2
60---�-� I� EX�S�` 4 �� i VERTICAL DATUM: MSL±
37 8;6 5'„
/ �� i — i
S82.2� 33 W / . \ \
� N/F � _ EXISTING BENCH MARK SET: TOP OF CONCRETE
i TIMOTY & AMY SILVA �- =CRAN&ER BOUND ELEV. 58.07
N/F / N F #47 NOR WAY RY B�G DIKE
ENNIS & LINDA CAHOON .� �� / _ RpgD
#636 RIVER ROAD PATRICIA FREUN & CRAIG STEWART ASSESSORS MAP 61 CRANBERRY BOG / / _
P 1 #
626 RIVER ROAD PARCEL 1 / f
ASSESSORS MA 6
PARCEL 56 ASSESSORS MAP 61 ��
`1
PARCEL 33
0 20 30 40 60 100 ��� / / CRANBERRY BOG
E
GRPN6 &pG / T
\ \' OF OP
I ,
200 \ \ S
\ - I
\ GRAPHIC SCALE: 1 INCH — 20 FEET \ - SEE DETAIL SHEEET 1 RIVERFRONT
I OFFSET
0 JOHN HAMBLIN & CARL LAMPI \\
D 710 RIVER ROAD
ASSESSORS MAP. 44 \ \
r -\�\\ \\\\�\. s�\\\`�\�\\ ` EDGE OF . PARCEL 27 \ \
E SO
\\ \ op
N F �35 w`TC,q/� \ . ` OF &qNK \ \
/ D. CRANBERRY BOG \
JOHN HAMBLIN & CARL LAMPI W ER -- \
ETC T , - \
qN �. .
#710 RIVER ROAD StF �.\
ASSESSORS MAP 44
\ \ PARCEL 27
I \CURRENT OWNER ALICE & TIMOTHY WALKER \
ADDRESS PO BOX 168 \ : \ `� ��\ \ 1• \ \ � � co D &(/ \ . � /
BARNSTABLE \
MA 02630
PLAN REFERENCE PLAN BOOK 346 PAGE 10 CRANBERRY BOG i
PLAN BOOK 346, PAGE 63 \Oq \
cp
TITLE REFERENCE DEED BOOK 3246, PAGE 211 O 1 \ \
\ ,' BENCHMARK I 1
\O \ G \ : \ N F \\ \
ZONING DISTRICT RF \ O '`,� / I OR� 1 i TOP OF CONCRETE
ZO :: I 1 i
G ROONEYN Y I / 200
\ HN RITA R00 E
JO &
\ I F \
F I
BOUND. ELEVATION
\ 1 I
SETBACKS FRONT 30� \ \� 656 RIVER ROAD I , I RIVERFRONT
I r r � � I DENNIS & LINDA CAHOON
SIDE 15 F # , r 1 58.07' MSLt
ASSESSORS MAP 44 �. _` r 1 v I #636 RIVER ROAD OFFSET
REAR 15 \O ASSESSORS MAP 61
\O \ \ \ PARCEL 26
G \ /:'% r ,•.. . I PARCEL 56
FLOOD ZONE C, 250001-15D
SEE DETAIL SHEET 1
ASSESSORS MAP 61
PARCEL 57 \ \ \ r
LOT AREA 80,265f S.F.
U - SITE AND SEWAGE
6' \
\\ . N86'17'29"E 436. ,,-
_ DESIGN PLAN
J
\ SoT I TIMOTY & AMY SILVA #644 RIVER ROAD
i /
of � �6`_ _ �' �� � . . `� ` �. . �. . .. ���-- ,,,� � #47 NOR WAY
---- ---- _ - 6e=, yi lam . I ASSESSORS MAP 61 M AR STON S MILLS
IQ. - � = `
PROPOSED DRIVEWAY 2•2233 g.65 i�. :,�-------- ----- PARCEL 1
0 _ �8 I BARNSTABLE, MASSACHUSETTS
SCALE 1 50' DATE: NOV. 6, 2002
---- L- . — — . — . — . — . — . — . — . — . — . — — — — — —I
N/F PROPOSED SEE DETAIL SHEET 2 REV: MAR. 31 , 2003
/ 2" WATER
STEPHEN FARRAR, ET AL REV: JULY 24, 2003
ROAD SERVICE
#651 RIVER 0 D
PREPARED FOR:
ASSESSORS MAP 44
PARCEL 2 Mr. P AU L J. M AZZOLA
#1 7 6 WHITE MOSS DRIVE
250
MARSTONS MILLS MA 02648
N/F 0 50 75 100 150 �
PATRICIA FREUN & CRAIG STEWART 508— 428— 9839
#626 RIVER ROAD SHEET 2 OF 2
ASSESSORS MAP 61
PARCEL 33 GRAPHIC SCALE: 1 INCH = 50 FEET PREPARED BY:
mac. �,
EAS SURVEY, INC. 0" 4
141 RT. 6A sIAM
a
LOISIA
NPERRY � No 23 t'�J r P . O. BOX 17 2 9 9"0. ?ono
o
- #615 RIVER ROAD
ASSESSORS MAP 43
SANDWICH , MA 02563 4� 'sIE
PARCEL 10
. , 03 PH. (508) 888-3619
FAX 508 888-2496 ��� -,�-.� .• �, �