HomeMy WebLinkAbout7-A088F
m
a
a
L
SHINGLE
CONT. R
ASPHAL
ON 15#
ALUM G
Ix8 FASB
FIELD L
DOWNSF
Irlimil►al:_
ALUM F.
2x2 HEA
W.C. SH
5y2" EXF
ON TYV
WRAP
L— — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — J
LEFT SIDE ELEVATION
SCALE: I/4"=1'-0"
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t�RIGNT SIDE. ELEVATION
SCA LE:114"=1' —0"
4SPHALT SHINGLES
DN 15# FELT PAPER
ALUM GUTTERS ON
x8 FASCIA BDS.
FRIEZE BDS.
W.C. SHINGLES
A" EXPOSURE
ON TYVEK HOUSE
WRAP
JUN 20 2007
TH
JUN 20 2007
JUTH
1x3 DRIP BD ON
1x8 RAKE BD. -
ASPHALT SHINGLES -
ALUM.
STEP FLASHING-TYP.
CEMENT
CLAPBOARDS
4" EXPOSURE
ON TYVEK
HOUSE WRAP
PAINTED- (TYP. )
ALUM GUTTERS ON
Ix8 FASCIA SDS. -
Ix8 FRIEZE BDS.
4x4 POSTS
WRAP w/Ix TRIM-TYP.
A5
12
alt
I I I I I I—f i 8x10 FIXTURE
I I I I L I II W/ FLASHING
LJ I
Li
Ixb CASING
I AT DOORS -TY . I
I I
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l� FRONT ELEVATION
SCALE:I/4"=1'-0"
0
ALUM FLASHING ON CID'
2x2 HEAD CASING-TYP.
2ND FL. ELEV.
TOP PL. r
GAS I NG-TYP.
0
CORNER BD.
CID
IST FL. ELEV. 35.83'
- TOP -F FND_
ELEV.=35.0'
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EXTERIOR
ELEVATIONS
DATE ISSUED:
REVISIONS:
I I I I II
I I I I II
I I I I II
I I I I II
I I I I LJ DRAWN BY:
I I I I
I i I I PROJECT #:
I I I I
IJ
---------I---------------------------1---------J DRAWING NO.:
REAR ELEVATION
SCALE: 114" V-011
04/24/07
C-0031-06
A3
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 100 EXISTING CONTOUR
�ppp � ®
JUN 20 2001
OUT
rHWA'
¢#02-206 (LOT 9)
TOP FNDN. AT EL. 35.0'
SYSTEM PROFILE
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO ACCESS COVER TO WITHIN 3" OF FIN. GRADE
34.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6' OF FIN. GRADE
2% SLOPE REQUIRED OVER SYSTEM
y 32.0'
PROPOSED 1500
GALLON SEPTIC
31.70' TANK (H- 10 )
PIPE LEVEL
FIRST 2'
BAFFLE 31.35' oocco� I J I . 10
(1-% SLOPE) 6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [23)
DEPTH OF FLOW = 4' COMPACTION.
( 5 %SLOPE) (-!--% SLOPE)
TEE SIZES.
INLET DEPTH - 10"
OUTLET DEPTH - 14"
FOUNDATION- 15' - SEPTIC TANK
l
1
ll
11
1'
it
1'
11
,1
11
it
1'
o
1+
1
'l l
1�
BENCHMARK
i+ CORNER CONC. ELEC. PAD
'li ELEV. = 31.1'
,1
11
1�
11
O
1 CON C
t' �U HEADWALL.
II, AT RIP RAP
°O 1
1
1+i � 82\1N
(11 29
1'
1+ 0
11
1,
11 31
1'
l+
1, -
11
11 ii
1'
N
1
'il It i1
L
1 ,
111 W it
34�y 1,
11 it
1
n 'll 11
It V '11
11 • ii
1
1
it 'll
1 1
1+11 it
1
1; 11
1
i
UNDISTURBED
VEGETATED
DRAINAGE
EASEMENT
30,243± S.F.
5' REMOVAL OF UNSUITABLE SOIL
REQUIRED AROUND PERIMETER OF
LEACHING FACILITY, DOWN TO
SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND.
PROP. RET. WALL
BY OTHERS) (IZA
i
31�
DECK
PROP. DWELLING
TOP OF FNDN a 35.0'
f50
110.00'
PROVIDE APPROX. 73' OF 40 MIL
LINER AT 5' OFF SAS IN AREA
SHOWN. TOP AT ELEV. 31.Cj' MIN.,
BOTTOM AT ELEV. 27.7'
2-
D' BOX
LOT 9
14,850± S.F.
8'
2" DOUBLE WASHED
OR GEOTE)MLE
3/4" TO 1 1/2" DOUBLE WASHED STONE
I
� \ Q
Scale:1 "= 20'
0 10 20 30 40 50 FEET
LEACHING
FACILITY
UNDISTURBED
VEGETATED
BUFFER
3' MAX.
5.16'
ADJ. G.W. EL. 23.9'
NOTES
1. DATUM IS APPROXIMATE NGVD
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO
H-10
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.
12. TRAFFIC SHALL BE RESTRICTED TO WITHIN 10' OF ANY
SEPTIC COMPONENT OR THAT COMPONENT SHALL BE MADE
H-20 LOAD BEARING.
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 96 PARCEL 43
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 I SOILS P#
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
»
n
ELEV.
ELEV.
26.5
p»
26.8'
DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD
0/A/E
USE A 330 GPD DESIGN FLOW
0/A/E
LS
LS
SEPTIC TANK: 330 GPD (2) = 660
11"
1OYR 3/2
25.6'6-
1 OYR 3/2
26.3'
USE A 1500 GAL. SEPTIC TANK
B
e
LEACHING:
LS
LS
SIDES: 2 (25 t 12.83) 2 (.74) = 112 GPD
38"
1 OYR 5/6
23.3'42"
1 OYR 5/6
BOTTOM 25 x 12.83 (.74) = 237 GPD
42
23.3'
- TOTAL: 472 S.F. 349 GPD
USE. (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
C
PERC
C
WITH 4' STONE ALL AROUND
MS
MS
2.5Y 5/4
2.5Y 5/4
. MA-
-__
23.6'
_____
23:9'
APPROVED DATE BOARD OF HEALTH
ADJ. G.W
ADJ. G.W.
78"
-
20.0'
78"
20.3'
_
OBS. G.W.
108"
17_5'
108"T
17.8'
OBS.
WELL
DATA -
WELL:
A1W-247
ZONE:
C
DATE:
DEC.
2006
READING: 23.4'
ADJUSTMENT:
3.6'
191112
TITLE 5 SITE PLAN
OF
#50 BRUSH HILL RD.
YARMOUTH (PORT), MA
PREPARED FOR
OUR FIRST HOME
DATE: FEBRUARY 21, 2007
APPROVI D
JUN 2]2290 1
off 508-362-4541
fax 508 362-9880 YAROLD KINGVA`
I t
down cope engineering, Inc.
Cl VIL ENGINEERS
LAND SURVEYORS
939 Main Street - YARMOUTHPORT, MASS.
02-206OUR_FIRSTHOME TOPO LOTS 4-7. 9, 10.DWG (DDF)