HomeMy WebLinkAbout7-A020SHINGLED CAP ON
3 TAB
ASPHALT SHINGL
ON 15# FELT PAF
ALUM GUTTERS
1x8 FASCIA BDS.
Ix8 FRIEZE BDS
Ix4 CASING-TYF
Ix8 CORNER BD-
N.C. SHINGLES
5142" EXPOSURE
gGLES
PAPER
RS ON
DS.
3DS.
TYP.
3D.
.S
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12
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12
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2ND FLOOR
TOP PL
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15T FLOOR
TYP. 8" BUITLT-OUT
RAKES
Ix3 DRIP BD ON
1x8 RAKE BD.
ALUM FLASHING ON
2x2 HEAD CASING-TYP.
Ix8 CORNER BD.
ASPHALT SHINGLES
.ALUM GUTTERS ON
Ix8 FASCIA BDS.
12
+/-3
Ix8 FRIEZE BDS.
Ix4 CASING-TYP.
44 POSTS
wAx TRIM-TYP.
CEMENT
CLAPBOARDS
4" EXPOSURE
ix3 DRIP BD ON
1x8 RAKE BD.
Ix8 CORNER BD.
W.C. SHINGLES
5y2" EXPOSURE
APPROVED
MAR 0 8 2007
YARMOUTH
OLD KING'S HIGHWAY
MT
STAMP:
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TITLE;
EXTERIOR
ELEVATIONS
DATE
ISSUED:
02/07/07
REVISIONS:
DRAWN BY:
BD
PROJECT #:
C-0031-06
DRAWING NO,:
A low&
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ASPH�
ON 15#
ALUM
1x8
IST FL. `.
ELEV.=
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W/ 2X P.T. STANDOFF R I G�
BLOCKING AS NEEDED A
SCLE:
(FIELD BUILT) __` �a�
TYP. 8" BUILT -OUT
RAKES
Ix3 DRIP BD ON
Ix8 RAKE BO.
ALUM FLASHING ON
2x2 HEAD CASING-TYP.
Ix8 CORNER BD.
ASPHALT SHINGLES
ON FULL COVERAGE
ICE 4 WATERSHIELD
ALUM GUTTERS ON
Ix8 FASCIA BIDS.
12
Ix8 FRIEZE BDS.-
Ix4 CASING-TYP.
44 P.T. POSTS
WRAP w/ix TRIM-TYP.
CEMENT CLAPBOARDS
4" EXPOSURE ON
TYVEK HOUSE WRAP
PAINTED
3 TAB
NGLES
PAPER
RS ON
� BDS.
BDS.
-TYP.
:R BD.
VGLES
)SURE
-IOUSE
WRAP
8" BOXOUT
Ix3 DRIP B
Ix8 KAKI
ALUM.
FLAB
Ix8 CORNEI
W.C. SHIN,
5y211 EXPO:
ON TYVEK H,
C
A5
IX4 SUB RAKE
ALUM. STEP
FLASHINGo',
TYP zo
12
4
2ND FLOOR
TOP PL.
8XIO PVC o
LIGHT
BLOCK W/ co
FLASHING
IST FL. SUBFL.
ELEV.=39.83'
TOP OF FND
_ELEV.=39.0'
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TITLE:
EXTERIOR
ELEVATIONS
DATE
ISSUED:
04/24/07
REVISIONS:
MIRROR UNIT 04/24/07
CLS
DRAWN BY:
BD
PROJECT #:
C-0031-06
DRAWING NO.:
A3
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 100 - EXISTING CONTOUR
02-206 (LOT 10)
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12-8312 (.74) = 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
TOTAL-• 472 S.F. 349 GPD
USE (2? 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4 STONE ALL AROUND
APPROVED
DATE
, MA
BOARD OF HEALTH
SYSTEM PROFILE
TOP FNDN. AT EL 39.0'
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCAM
ACCESS COVER TO WITHIN 3" OF FIN. GRADE
NOTES
ACCESS COVER (WATERTIGHT) TO _..._... ._
38.0' MINIMUM .75' OF COVER OVER PRECAST F
WITHIN 6' of FIN. GRADE 2. MUNICIPAL WATER IS AVAILABLE
2x SLOPE REQUIRED OVER SYSTEM 33 0'
4* RUN PIPE LEVEL 2" DOUBLE WASHED LE PONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
36.0 FOR FIRST 2'
PROPOSED 1500 3' MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO
GALLON SEJ1
PTIC ! H-10
34.45132.25034.70 TANK (H- 10) GAS�1 53, 5. PIPE JOINTS TO BE MADE WATERTIGHT.
BAFFLE 31.7' �� D O 12 O O 0 171 1=
(12-x SLOPE) 6' CRUSHED STONE OR MECHANICAL U�31.142 E3 ED O O C7 O O I= O o 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
COMPACTION. (15.221 [2]) C7 C7 O O O O7MASS. ENVIRONMENTAL CODE TITLE V.
DEPTH OF FLOW 4' C7 C7 1� 0 O O O E7 0 29.42' `
TEE SIZES: (� SLOPE) (? x SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
= BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
INLET DEPTH �o"
OUTLET DEPTH = 14" 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
FOUNDATION- 13' -SEPTIC TANK 20' D' BOX 13' LEACHING 7,7' 5.32' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
FACILITY WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION
OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
BOTTOM TH 1 EL. 21.7DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION ,
LOT 7 ADJ WATER AT EL 24.1' 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.
PROP. 8'x
SHED , A-
< r� Y7 \-
-
�\00F
// >2FNDN=
/W T
1*1
(BENCHMARK
CATCH BASIN
ELEV. = 35.3'
PROP. 3' HIGH RET. WALL
T.W. ELEV. 45.0'
/ PROVIDE APPROXIMATELY
65' OF 40 MIL LINER AT
/ 5' OFF SAS IN AREA
SHOWN. TOP AT ELEV.
32.3', BOTTOM AT ELEV.
28.3'
5' REMOVAL OF UNSUITABLE SOIL
REQUIRED AROUND PERIMETER OF
LEACHING FACILITY, DOWN TO
SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND.
L
17,925±
UNDISTURBED
VEGETATED
DRAINAGE
EASEMENT
30,243± S.F.
W
DIRECT ALL WATER AWAY
FROM DWELLING
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LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 106 PARCEL 26.3
LOCUS IS WITHIN FEMA FLOOD ZONE C
TEST HOLE LOGS
ENGINEER: DAVID
FLAHERTY, R.S.
WITNESS: PHIL RENAUD, YBOH
DATE: JANUARY
16, 2007
PERC. RATE _
< 2 MIN/INCH
CLASS 1
SOILS P#
4
ELEV.
ELEV.
0,.
31.7' 0^
33.8'
O/A/E
O/A/E
LS
LS
1OYR 5/1
1OYR 5/1
g^
31.2 8"
33.1'
B
B
LS
LS
32" 10YR 4/6
29.0, 36"
1OYR 4/6
30.8'
C
C
PERC
MS
MS
2.5Y 5/6
2.5Y 5/6
120" I ( 21_7' 120" 1
NO GROUNDWATER ENCOUNTERED
23.8' 1
TITLE 5 SITE PLAN
OF
38 BRUSH HILL ROAD
YARMOUTH PORT
PREPARED FOR
OUR FIRST HOME
FEBRUARY 23, 2007
Scale:1 "= 20' Q V E
. _ ''ryry
0 10 20 30 40 50 FEET 3 °i ,1 i 5 2007
aI jE 9
i.�......._..-.M ,,�H -.l
YA FC'S HIG
OU] f:NG'S HIGHWAy,,!'
off 508-362-4541
fax 508 362-9880 J
down cape en gin eerin g, in c.
Cl VIL ENGINEERS
LAND SURVEYORS
S. 939 Main Street - YARMOUTHPORT, MASS.
02-206OUR-FIRSTHOME TOPO LOTS 4-7,9,10.DWG (DDF)
A !l�
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