HomeMy WebLinkAboutBP-98-662 (85 Wianno Road)GENERAL NO TF,'
I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
OF THE SEWAGE DISPOSAL SYSTEM ONLY.
2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS
SET. SEE SITE PLAN.
J. ALL CONSTRUCTION METHODS AND MATERIALS AND
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
BOARD OF HEALTH REGULATIONS.
4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH-
STANDING H-20 WHEEL LOADS.
5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR
APPROVED EQUAL.
6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED
PRECAST CONCRETE AND WATERTIGHT.
7. BEFORE CONSTRUCTION CALL 'DIG -SAFE'.
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
FOR L OCA T / ON OF UNDERGROUND UTILITIES.
8. NO DETERMINATION HAS BEEN MADE AS TO
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
REGULATIONS. IT SHALL REMAIN THE CLIENTS
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL
PERMITS. VARIANCES ETC. FOR THIS PROJECT.
9. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
TO HAVE THE PROPOSED BUILDING FOUNDATION
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
AND SOIL COND I T I ONS AT THE L OCA T I ON OF THE
PROPOSED BUILDING.
J0, 7w e_wrr CAF THE 14Qo1 <E-A_ p2uTEC770 AJ
Dtsr,e_147' TA&EN F -'k( 77/-- W/47z-r- 9E50ut.CE 5
Pz6TEtTXQ PcAAJ GATE .7VLV /988 o.t� FILE
AT 7 c- y,AZA401`rW 7r4 -)AJ "A" -
LOCUS MAP
ACCESS COVERS MUST BE WITHIN 9' MINIMUM. � NVER T EL EVA l IONS :
6' OF FINISH GRADE 3' MAXIMUM COVER
98.5 FIRST 2' TO INVERT AT BUILDING: 88.5
r -
BE LEVEL MIN 2' OF PEASTONE INVERT /N SEPTIC TANK: _ 86.0
_! NVER T OUT SEPTIC TANK: B5. 75
�• n/�w /o INVERT /N DIST. BOX: 85.0
88.5 �� 85.75 84.83_ �/ p • ! �. WASHED STONE /NVER T OUT DIST. BOX: -.-f 4. $3
86. O " 9A 85.0 $ 84.0 ____ ° 3+ 83.2 / NVER T IN LEACH CHAMBER: 84. 0
f e,�OASFtE
3 OUTLET 7 HIGH CAPACITY INFILTRATOR BOTTOM OF LEACH CHAMBER: 83.2
CHAMBERS W/3.5 "t STONE AROUND
D - BOX ADJUSTED GROUND WA TER : N/A
1500 GAL 10'r X 50'1 X 10'd
SEPTIC TANK %16' CRUSHED STONE BASE OBSERVED GROUND WA TER : NIA
BOTTOM OF TEST HOLE *!: 75.6
PR 0r I L E : NOT TO SCALE
R[E(oEovC.®
AUG 19 1998
HEALTH DEPT.
WPW A/ 7fA rti
StA.N
_ 1 M
``, 41-35461 f_ ,
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J
tASIN
05.11
0 10 20 40
N
DESIGN CRI TER/A:
DESIGN FLOW:
4 BEDROOMS A T I I D G. P. D. PER
BEDROOM EQUALS 440 G.P.D.
NO GARBAGE GR I NDER
SEPTIC TANK REQUIRED:
440 G.P.D. X 2009 - 880 GAL.
SEPTIC TANK PROVIDED: 1500 GAL. MIN.
SOIL ABSORPTION SYSTEM REQUIRED:
DESIGN PERI RATE ( 5 MIN/INcH
SOIL TEXTURAL CLASS - /
EFFLUENT LOADING RATE - 0.74 GPD/SF
440 GPD / 0.74 GPD/SF - 595 S.F. REQUIRED
PROVIDED: 7 HIGH CAPACITY INFILTRATOR
CHAMBERS W/3.5't STONE AROUND. A-600 S.F.
SOIL TEST PIT DA TAS
INDICATES INDICATES
PERCOLATION OBSERVED
TEST GROUNDWATER
C2 MED -COARSE IOYR
SAND
7 '
.........................................
2 7/B
C2 MED I UM IOYR
SAND 7/4
120=
NO WATER
79.6
75.6 120'
DATE: APRIL 30. 1998
TEST BY: STEPHEN HAAS
WITNESSED BY: ANY VONHONE
PERC RATE: ( 2 MIN/INCH
NO WATER
M
SL
T I C S 7
85ROAD. MAP / /3. PARCEL J- /34
R MO u T OR T. "A.
womawPREPARED FOR
/:? O /V,1 / 0 F-�l / N G
230 SOUTH STREET. HOL BROOK . "A. 02343
SCALE : / - 20' JUNE /0.
Au�&Sr /y, /998
E.40L E SUFRVEY I �JG I f_JC
923 Rout® 6A
Ycvrmouthpor t MA 02675
( 508) 362-S132
( 508) 432-5333
JOB NO: -98-050 1 FIELD : CFW/EEK I CAL C : SAH/CFW CHECK: CFW DRN : SAH
87.9
87.6
85.2
81.7
77.9
TP • /
TP E2
0"
HORIZON
TEXTURE
COLOR 85.6
0•
HORIZON
TEXTURE_
COLOR
O
ORGANIC
�
O
ORGANIC
3'
85 4
4
B
LOAMY
IOYR
i
p
LOAMY
IOYR
SAND
4/6
D
SAND
4/6
28 "
..........................................
83.3
32 '
..........................................
C f
LOAMY
7.5YR
C I
MEDIUM
7.5YR
4/6
SAND
4/8
601SAND
60"
COBBLES
75'
C2 MED -COARSE IOYR
SAND
7 '
.........................................
2 7/B
C2 MED I UM IOYR
SAND 7/4
120=
NO WATER
79.6
75.6 120'
DATE: APRIL 30. 1998
TEST BY: STEPHEN HAAS
WITNESSED BY: ANY VONHONE
PERC RATE: ( 2 MIN/INCH
NO WATER
M
SL
T I C S 7
85ROAD. MAP / /3. PARCEL J- /34
R MO u T OR T. "A.
womawPREPARED FOR
/:? O /V,1 / 0 F-�l / N G
230 SOUTH STREET. HOL BROOK . "A. 02343
SCALE : / - 20' JUNE /0.
Au�&Sr /y, /998
E.40L E SUFRVEY I �JG I f_JC
923 Rout® 6A
Ycvrmouthpor t MA 02675
( 508) 362-S132
( 508) 432-5333
JOB NO: -98-050 1 FIELD : CFW/EEK I CAL C : SAH/CFW CHECK: CFW DRN : SAH
87.9
87.6
85.2
81.7
77.9
'►
;o
WE111 � � ■
BREAKWATER,
SCALE: TION
I/�" = I ------
-------------
.., TIONAL
SKYLIGHTS
GAR.PL
- N__
0
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r
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co
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ElEjEl[=_
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-_ oar
FOOTINGS ON UNDiS':4BEC
SOIL
RIGHT ELEVATIO''�
SCALE 4 = I,_o„
AS TO !NSJRE
CHIrNEY ENCLOSURE
S'-4EA7N C"!MNEr ENCLOSURE LL'
F.:LL SNEE-S Cr vL r'yCCC rCC-
CORNER -O CCRHER
- - *'e TRIM w�C�F
IXS/IX[ CORNEA IARCS
NOTU: wmDo■ i
Hi AD 16 AT -
A'-) 1/2' AT
REAR DORMER`
SECOND PLOCIO.
F
PTIONAL
! SKYLIGHT
I I
2 Jt 2 1 — —__—
- /—SHED ROOF
IF CHIMNEY
IS OMITTED
ELEVATION
SCALE 11.4' = I -0„
r
JI
2, )1d 2
.i -
_ -
ice':.: f. � i.` •.- fi
PHOTO -ELECTRIC TYPE SZMOKE
DETECTORSARE REQUIRED BY
MASS, STATE BLDG. CODE INSIDE
AND OUTSIDE OF ALL BEDROOMS
WITHIN 20' OF A KITCHEN OR BATH.
ALL DETECTORS MUST HAVE
BATTERY BACK-UP.
TOE3S 91.1 (91'-I.,)
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I I U-LLLCTRIC TYPE SMOKE
ECTORSARE REQUIRED BY
;S. STATE BLDG. CODE INSIDE
I OUTSIDE OF ALL BEDROOMS
-IIN 20' OF A KITCHEN OR BAT
DETECTORS MUST HAVE
EERY BACK-UP.
F r
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PROVIDE ICE AND WATER
UNDER 3 PITCH ROOF (BO
DORMERS)
2X8 RAFTERS
• IL" O.C.
VENTED
DRIP EDGE-
CONT.
DGECONT. [TYPA
VENTED
RIDGE CAP 12
SHIELD CONT.
TH [TYP7
12 10
3 I/2+
MEET I ASPHALT SHINGLES
GE
IX8 FASCIA DORMER
SOFFIT
BEYOND
! FRIEZE
�f [TYP.7
'r
VENTED
DRIP EDGE
j CONT. [TYP.]
IX8 FASCIA
SOFFIT
FRIEZE
m [TYPA
"i
m;
2X4 EXT.
� ( TYP STUDS
WHITE CEDAR -
SHINGLES OR
CLAPBOARD
t: fAKKICK -
REF. ELEVS
ANCHOR
BOLTS •
6'-0" O.C. —
8" CONCRETE
FDN WALL ON
IL"XS" CONC.
FOOTING
XIO RAFTERS W/2C
• IG` O.G. W/ HANG
r AS REQUIRED i
R-30 BATT
INSUL. CEILINGS TYP.]
2XIO • IL' O.C. OOR
JOIST [TYP7
1/2' GWS OR SKIM COAT
BLUEBOARD • BUILDER'S
OPTION
R-13 BATT
INS�UpL. EXT. WALLS [TYP7
.R-4 BATT
INSUL FLOORS [TYP]
5/8 PLYWOOD SUBFLOOR
W/ 3/4' FINISH FLOOR OR
UNDERLAYMENT - REF.
FINISH SCHEDULE
CEIL'G JOISTS
,/COLLAR TIES
VENT RETAINERS
\ � AS REQUIRED
ONT. BLOCKING OR _ I ' u
BRIDGING • MID -SPAN
['y
2XIO•I4" O.C. / m'
FLOOR JOISTS[TYPA II
4-2X10 GIRT [TYP3 3-2X12
STAIR \
3-1/2" LALLY COL, STRINGERS
REF. FNON FOR LOC.
3' CONC. SLAB —I
2' -6"x 2' -L' X I2 •1_J
LALLY COL. PAD
14'-0' t 14'-0' -- - 0
TYPICAL BUILDING SECTIO
SCALE 1/4' - 1'-0"
CEILING JOIST
FLOOR
BSMT _
DROP FOUNDATION FOR FULL HEIGHT
WOOD WALL - REFERENCE ELEVATIONS
FOR LOCATION OF CROPPED FOOTINGS
5'-10'-
- �'-- —
1 - \-----------
- - -
I I �
I I
in
2x10JOISTS•16'O.C.
m I I I
I I a I L' -i %/4" C -10 L'-0' 6'-0"
I I I I- ,
4-2X10 GIRT II I I 4-24' G _Tl
WALL L L -r -I L-�-I
POCKET
I !
I I I
I
I I
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I -- - - -- - - - -I- - f13
--{ - - - -_
T-2" v L'-10' —
14'-0'
FOUNDATION PLAN
SCALE: 1/4"= 0"
FILE 830 RING
A
44'-0'
21'-l0"
24'-66
�r
I
in
PHOTO -ELECTRIC TYPE SMOKE
DETECTORSARE
MASS. STATE REQUIRED gY
AND OUTSIDE .FDG' CODE INSIDE
ALLBEDRo
WITHIN 20' OF A KITCHEN OR OMS
ALL DETECTORS MUST BATH.
BATTERY BACK-UP HAVE
24'-O'
I I
I
BASEMENT —--------------- — —
3 1/2" REINFORCED CONC. SLAIS
I
WEI
I
I I
�I I
I
I
23'-4'Lq
B as
O
WALL I
-2910 GIRTH , POCKET
I
I �
3 1/2" DIA. LALLY COLUMN I o
ON 30"X330"X12" CONC. I I n
Ir
I UNEXCAVATED `?
I I I
�'I I
(4' REINFORCED CONC. SLAB
8" CONC. FOUNDATION ABOVE FOR GARAGE - PITCH
WALL ON IL'X8' CONC. TOWARDS DOOR TO DRAIN)
FOOT'NG (TYP.)
I I I I
1/2'
I
-- - - - L
---fi ------
OF CANTILEVERED - - - - - - - _ — — — — — — —
ABOVE
24'-3 I/2'
30'-0'
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FIRS
BREAKWATER
.FRONT E
SCALE: 1/4" = 1'—a„ ELEVATION
I
I -
LEFTLv,� �vt`
SCALE:
ill I..
I
I
s�
ELE"ATION — — — -- — — — — — — — }
(� ffnn
SCALE: D..
12
10
FOOTINGS ON UNDISTURBED
SOIL
RIGHT ELEVATION
SCALE: 1/4" = 1'-p,,
': iA:lc
AS REQLJIraD TO INSURE STAL E
CHIMNEY ENCLOSURE.
SHEATI4 CIC NEY ENCLOSURE Wi
F. LL S.IEE-S OF PLYWOOD FROM
CORNER TO CORNER.
aac��
IX8 TRIM
X5/IX4 CORNER 40ARDS
asaafatl�lbr -
HfAD 16 AT
?n��r
p s.
M.
SFCONO PLO
■
I;
1 ■ I. -..
IF CHII11%1�yIS OMITT--
j APPROVED �m
YARMOUTH COMMITTEE
OKHRD
M-.� L
PHOTO -ELECTRIC TYPE SMOI I
DETECTORSARE REQUIRED By'
MASS. STATE BLDG.
AND OUTSIDE OF LL CODE IJEDRObmI
WITHIN 20' OF A KITCHEN OR BATbA7
ALL DETECTORS MUST HAVE H.
BATTERY BACK-UP.
a
TORS 91 1 (91 1. )
A M = Fb
- -- - — -- -
0
cv
I
0
to
Ilk
PHOTO -ELECTRIC TYPE SMOKE
DETECTORSARE REQUIRED BY
MASS. STATE BLDG. CODE INSIDE
AND OUTSIDE OF ALL BEDROOMS
WITHIN 20' OF A KITCHEN OR BATH.
ALL DETECTORS MUST HAVE
BATTERY BACK-UP.
REV,I WED,
RECEIVED
4tQ
v
330
. % _... +
CAPT. INSPECTOR
I=/