HomeMy WebLinkAbout7-A0893 TAB
ASPHAI
ON 15#
ALUM
Ix8 FA'
Ix8 FF
1x4 G
1x8 COf
W.C.
5Y2" E>
ON TY
WRAP
W/ 2X P.T. STANDOFF
BLOCKING AS NEEDED
(FIELD BUILT)
IDLES
RAPER
ZS ON
DS.
SDS.
TYP.
SD.
:S
DUSE
.. SUBFL.
=3q.8 3' �
IX4 SUB RAKE
r �
ALUM. STEP
o FLASHING
j TYP.
co
12
4
2ND FLOOR
0
coi
TOP OF FND
ELEV.=3q.0'
TOP PL.
8X10 PVC
LIGHT
BLOCK W/
FLASHING
IST FL. SUBFL.
ELEV.=3q.83'
C
AS
12
q v
TYP. 8" BUILT -OUT
RAKES
1x3 DRIP BD ON
1x8 RAKE BD.
ALUM FLASHING ON
2x2 HEAD CASING-TYP.
Ix8 CORNER BD.
ASPHALT SHINGLES
ON FULL COVERAGE
ICE 4 WATERSHIELD
ALUM GUTTERS ON
Ix8 FASCIA BDS.
12
1/4"=1
ION
FRIEZE BDS.
Ix4 CASING-TYP.
44 P.T. POSTS
WRAP w/Ix TRIM -
CEMENT CLAPBOARDS
4" EXPOSURE ON
TYVEK HOUSE WRAP
PAINTED
(OUT RAKE
:IP BD ON
EKE BD.
STEP
ING
)RNER BD.
SHINGLES
XPOSURE
YVEK HOUSE
RECEIVED
MAY 2 5 2007
STAMP:
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13—
2
TITLE:
EXTERIOR
ELEVATIONS
DATE ISSUED:
04/24/0;
REVISIONS:
MIRROR UNIT 04/24/07 CLS
DRAWN BY: BD
PROJECT#: C-0031-06
DRAWING NO.:
7AY9
SYSTEM PROFILE
LEGEND PROP. TOP FNDN. AT EL Z5.0' ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) ACCESS COVER TO WITHIN 3' OF FIN. GRADE
�
100.0 PROPOSED SPOT ELEVATIONACCESS COVER (WATERTIGHT) To
� WITHIN 6' OF FIN. GRADE 35.0
35.0' MINIMUM .75' OF COVER OVER PRECAST { / 2% SLOPE REQUIRED OVER SYSTEM
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR 32.64' -
PROPOSED 1500
100 EXISTING CONTOUR GALLON SEPTIC
32.42' TANK (H- 10)
BAFFLE .._.
I/II PROPOSED WATER 31.74'
APPROVED
fI JUN 20 2007 II
YARMOUTH
OLD KING'S HIGHVJAY
/ 5' REMOVALUNSUITABLE
REQUIRED AROU PERIMETER
0 FACIUTY, OWN TO
SUITAB OIL LAYER. EPLP'
WITH CLEA ED. SAND. _
LlLVl ejj
PIPE LEVEL
FIRST 2'
MIN. ( X SLOPE) \-6' CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [23) MIN
DEPTH OF FLOW 4
, ( 1 % SLOPE) (-L-% SLOPE)
TEE SIZES:
INLET DEPTH
OUTLET DEPTH 14"
FOUNDATION- 11' - SEPTIC TANK
LOT 5
16,777± S.F.
m
1 �
I
DECK
#57,'
PROP. DWELL.
TOP FNDN = 35.0'
43' D' BOX
rte''
„
ELI
2' DOUBLE WASHED PEASTONE
OR GEOTDOILE FABRIC
Mir.,
_ _ _
rA _ mmm
mm
M m
3/4" TO 1 1/2" DOUBLE WASHED STONE
LEACHING
9,
FACILITY
i, 11
1111 111 L
t
1,
,1
ti 1 MINIMAL FILL ALLOWED
+, FOR DRIVEWAY
GRADING
ll, BENCHMARK
1 HYDRANT
U 1,; TAG BOLT #2063
1, ELEV. = 35.1' ~`
3' MAX.
29.5'
4'
BOTTOM TH-2 EL. 25.5'
LOT 7 ADJ. WATER AT EL. 24.1'
BRUSH -HILL RD. \
i 5' REMOVAL OF UNSUITABLE SOIL
1, REQUIRED AROUND PORTION OF
y PERIMETER OF LEACHING FACILITY. \` +
t, OWN TO SUITABLE SOIL LAYER 1l,
(APPROX. HATCHED AREA).
,1 REPLACE WITH CLEAN� MED. SAND. 'I
t, ' II
11, �
PROVIDE APPROX. 47OF 40 MIL / I'
LINER AT 5' OFF SAS IN AREA
\, SHOWN. TOP AT ELEV. 33.3',
BOTTOM AT ELEV. 29.E 4n,",
BENCHMARK CORNER CONC. ELEC. PAD
ELEV. = 33.5'\o'
i
Y
INS" 111
1. DATUM IS APPROXIMAiENGVD
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 ACCORDANCE WITH
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 EOARD OF HEALTH AND PERMISSION
OBTAINED FROM BOARD CF HEALTH.
10. CONTRACTOR SHALL EE RESPONSIBLE FOR CAWNG
DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION
OF ALL UNDERGROUND do OVERHEAD UTILITIES PRIOR TO
COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MA"ERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH ASD AROUND THE PROPOSED
LEACHING FACILITY.
12. ALL TRAFFIC TO BE RESTRICTED UTILIZING LANDSCAPE
nES OR FACILITY OR CING WITHIN 10' OPROPOSED
CHAMBERS ARE TO BE MADE H2O LOAD
BEARING.
SYSTEM DESIGN:
ELEV.
GARBAGE DISPOSER IS NOT ALLOWED
ELEV.
DESIGN FLOW: 3 BEDROOMS ® 110 GPD =
330 GPD
USE A 330 GPD DESIGN FLOW
36.0'
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.83) 2 (.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
9„
-, MA
APPROVED DATE BOARD
OF HEALTH
DATE
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 96 PARCEL 39
LOCUS IS WITHIN FEMA FLOOD ZONE "C"
AS SHOWN ON COMMUNITY PANEL
#250015 0003 C DATED JUNE 17,1996
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#
C PERC C
MS MCS
2.5Y 6/5 2.5Y 6/5
126" 25_8' 126" L_
NO GROUNDWATER ENCOUNTERED
25.5'
TITLE 5 SITE PLAN
T
57 BRUSH HILL RD.
YARMOUTH (PORT), MA
PREPARED FOR
OUR FIRST HOME
DATE: FEBRUARY 9, 2007
Scale:1 "= 20' -
p 10 20 30 40 50 FEET
off 508-362-4541
fax 508 362-9880
down cape en gin eerin g, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 Main Street - YARMOUTHPORT, MASS.
n2_nnaiv ia- aiRRTROMFi 6P0 LOTS 4-7.9,10.DWG (DE
MAY 2 5 2007 I I -�11-1-lp /
ELEV.
Q
ELEV.
436.3'
0"
36.0'
0"
-a4/6
_
0/A/E
LS
10YR 3/2
35.5'
g".5'
9„
B
LS
34" 1OYR 4/6
33.5'
30":5'
C PERC C
MS MCS
2.5Y 6/5 2.5Y 6/5
126" 25_8' 126" L_
NO GROUNDWATER ENCOUNTERED
25.5'
TITLE 5 SITE PLAN
T
57 BRUSH HILL RD.
YARMOUTH (PORT), MA
PREPARED FOR
OUR FIRST HOME
DATE: FEBRUARY 9, 2007
Scale:1 "= 20' -
p 10 20 30 40 50 FEET
off 508-362-4541
fax 508 362-9880
down cape en gin eerin g, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 Main Street - YARMOUTHPORT, MASS.
n2_nnaiv ia- aiRRTROMFi 6P0 LOTS 4-7.9,10.DWG (DE
MAY 2 5 2007 I I -�11-1-lp /