HomeMy WebLinkAboutDecision 4187PROPOSED NEW SECOND FLOOR PLAN
ABOVE NEW PROPOSED GARAGE
SCALE 114" = 1'-0"
STING BED RC
LEDGEN D
EX15TING EXTERIOR 2X4 WALL
EXI5TING INTERIOR 2X4 WALL
NEW EXTERIOR 2X4 WALL
NEW INTERIOR 2X4 WALL
PROPOSED NEW GARAGE FLOOR PLAN
* I N -LAW APARTMENT FLOOR PLAN
SCALE 1/4" = 1'-0"
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SCALE 114" = 1 '-0" BRITT RESIDENCE
a
ANGLE = 20 DEGREE
359 MAIN STREET
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SECOND f.1 -00K FRAMING PLAN
PROGRESS PRINT 4/1/08
NOT FOR CONSTRUCTION
'I mi N v v F I I
REAR ----------
------ _1 ------------
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PROPOSED NEW FRONT ELEVATION
@ GARAGE / IN-LAW AP ADDITION
SCALE 114" = 1'-0" --NEW
NEW GARAGE
@ FRONT
EXIST
�J a �u���� EXISTING HOUSE
EXISTING FRONT ELEVATION
SCALE 114" = I i-011
—EXIST.
SHADED AREAS � //
(SIDING ROOF)
SHOW THE
PROPOSED NEW nn nn
CONSTRUCTION II VIII III II VIII VI
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PROPOSED LEFT SIDE ELEVATION
SCALE 1/4" = Vi
NEW GARAGE
@ SRO NT (BEYOND).,.,.����������
[07D OLSON DESIGN ASSOCIATES
55 ELM AVENUE
' Hyannis, Massachusetts 02601
508-775-4300 email- olsondesign@verizon
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ING REAR ELEVATION @ EXIST. HOUSE PROPOSED NEW REAR ELEVATION @ NEW IN-
LAW APT
SCALE 1/4" = P-0`
418-1 :zoo
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
100 EXISTING CONTOUR
93-099
SYSTEM DESIGN. (FOR ADD'N ONLY)
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 2 BEDROOMS ® 110 GPD = 220 GPD
USE A 220 GPD DESIGN FLOW
SEPTIC TANK: 220 GPD (2) = 440
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (21 + 8.8) 2 (.74) = 88 GPD
BOTTOM 21 x 8.8 (.74) = 137 GPD
TOTAL: 304 S.F. 225 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 2' STONE ALL AROUND
APPROVED
DATE
EXISTING 3 BEDROOM
SEPTIC SYSTEM TO
REMAIN
MA
BOARD OF HEALTH
LOT 1
46,205 SF
1.06 ACRES
SYSTEM PROFILE
TOP FNDN. AT EL. 52.6±'ER TO WITHIN 6" OF FIN. GRADE (NOT TO SmE) ACCESS COVER TO WITHIN 3" OF FIN. GRADE
ACCESS COV
(OR BRING TO GRADE IF WITHIN DRIVEWAY) ACCESS COVER (WATERTIGHT) TO (OR BRING TO GRADE IF WITHIN DRIVEWAY)
WITHIN 6" OF FIN. GRADE
50.0' MINIMUM .75' OF COVER OVER PRECAST (OR BRING TO GRADE IF WITHIN DRIVEWAY) 2% SLOPE REOUIRED OVER SYSTEM 50.0
RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE
48.24' FOR FIRST 2' OR GEOTEXTILE FABRIC
PROPOSED 1500 3' MAX.
GALLON SEPTIC ¢7.75' AR (1'
(042 /
3\
454
/
46
47168.96'
ire
UKIVL 1
\ 0 O ' \
\ O 1
L
EXISTING DWELLING
TF = 52.6'
OLD TH s Ln
W x�
x BRICK
52 PATIO
x
1
1
x
8" OAK
x
x
SHED
4�/
1
� s
I �
I
GAR. SLAB
1
1
c
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PROP.
ADD'N.
OLD TH 1
s�10" ASH
6"
k
k
k
7.0'
OLD
48.0
TANK (H- 20)
GASEW
sum
Su 47.10
C7
T & S
BAFFLE 47.27
STONE OR MECHANICAL o
(-L-%
SLOPE)
6" CRUSHED
8
E7 E7 O C7O
4.5'
COMPACTION. (15.221 [21)
MIN.
1
DEPTH OF FLOW =
4' (1_6 % SLOPE)
(-!-% SLOPE)
H-20
TEE SIZES:
" D'BOX TO
BE WATER TESTED FOR LEVELNESS
10'
INLET DEPTH =
_
9'
LEACHING
OUTLET DEPTH a
„
14
12'
FOUNDATION- 12'
- SEPTIC TANK 30'
D' BOX -
(042 /
3\
454
/
46
47168.96'
ire
UKIVL 1
\ 0 O ' \
\ O 1
L
EXISTING DWELLING
TF = 52.6'
OLD TH s Ln
W x�
x BRICK
52 PATIO
x
1
1
x
8" OAK
x
x
SHED
4�/
1
� s
I �
I
GAR. SLAB
1
1
c
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PROP.
ADD'N.
OLD TH 1
s�10" ASH
6"
k
k
k
7.0'
OLD
p
oono
0000
0
1=
E7 U
a =
0 I
C7
T & S
2'
FILL
Em
O
O
E7 E7 O C7O
4.5'
�- 3/4"
TO
1
1/2" DOUBLE WASHED
STONE
6'
H-20
500
GAL. CHAMBERS
8'
10'
T & S
OXIDE LAYER
9'
LEACHING
FINE SAND
MED SAND
12'
0"
FACILITY
16'
PROVIDE VENT WITH CHARCOAL FILTER AND
BUGSCREEN (FINAL PLACEMENT WITH
HOMEOWNER CONSULTATION)
PROPOSED 2 BEDROOM SAS. ENGINEER TO
CERTIFY SUITABLE SOILS PRIOR TO
INSTALLATION.
BENCHMARK,: USE CONC. BOUND
AT ELEVATON 55.2'
5.2'
BOTTOM TH 2 EL. 39.8'
NOTES
1. DATUM IS ASSUMED
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H-20
D'BOX AND CHAMBERS TO BE H-20 ALSO
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
MASS. ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION
OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION
OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
TEST HOLE
OLD
4
D,.
RS
0.3'
T & S
MURPHY,
FILL
2.5'
PERC. RATE _ < 4 MIN/INCH
FINE SAND
4.5'
ELEV. OLD
4
ELEV.
OXIDE LAYER
0,.
SAND
6'
0.5' T & S
SOILS
CLAY
8'
0.5'
T & S
OXIDE LAYER
9'
2
FINE SAND
MED SAND
12'
0"
GRAVEL
16'
NOTES
1. DATUM IS ASSUMED
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H-20
D'BOX AND CHAMBERS TO BE H-20 ALSO
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
MASS. ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION
OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION
OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
TEST HOLE
LOGS
ENGINEER: JAMES JODICE
(DCE)
RS
WITNESS: BRUCE MURPHY,
RS
MURPHY,
DATE: MARCH 31, 1993
PERC. RATE _ < 4 MIN/INCH
ELEV. OLD
4
ELEV.
OLD ELEV.
Q
0,.
50' 0.,
50_8'
0.5' T & S
SOILS
CONCRETE
0.5'
T & S
1
2
FINE SAND
0"
50'
7'
CLAY
MED SAND
I MED, SAND
6'
15' 1 40_0' 10'
NO GROUNDWATER ENCOUNTERED
CLAY
39.8'
o-
2
Locus
'?16 64
c
Q
O
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 123 PARCEL 6
LOCUS IS WITHIN FEMA FLOOD ZONE C
EXISTING LOT COVERAGE: 3.7%
PROPOSED LOT COVERAGE: 6.9% TOTAL
(INCLUDES EXISTING + PROPOSED)
TEST HOLE
LOGS
ENGINEER: DAVID
D. FLAHERTY,
RS
WITNESS: BRUCE
MURPHY,
RS
DATE: MARCH 25, 2008
PERC. RATE _
< 2 MIN/INCH
CLASS 1
SOILS
4
ELEV.
2
ELEV.
0"
50'
0"
50.8'
A/FILL MIX
A
LS
LS
10YR 6/2
10YR 4/2
13"
14"
B
B
LS
LS
32„ 10YR 5/6
47.3'
33"
10YR 5/6
48.0'
C1 -
--
_
MS
C
42" 10YR 6/8
MS
C2
CS
10YR 7/4
60" 5YR 6/8
SMALL
PERC C3
POCKETS OF
MS
FSL AT 8'
120" 2.5Y 7/2
40.0'
132"
39_8'
NO GROUNDWATER
ENCOUNTERED
OF
359 ROUTE 6A
YARMOUTH PORT
PREPARED FOR
GERALD & BETH BRITT
APRIL 1, 2008
Scole:1"= 20'
0 10 20 30 40 50 FEET
off 508-362-4541
fax 508 362-9880
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PROPOSED NEW SECOND FLOOR
ABOVE NEW PROPOSED GARAG
PLAN
E
STING BED RC
ROOF FRAMING PLAN
PROGRESS PRINT 411 /OS
NOT FOR CONSTRUCTION