HomeMy WebLinkAboutEngineered Plan - 20150" 4
A
LS
6" 1OYR 3/2
B
LS
25„ 1OYR 5/6
ELEV.
9.5' TEST HOLE LOGS
7.4'
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: AMY VON HONE, RS
DATE: 1/21/2015
CLASS I SOILS
C
FS
1OYR 5/6
GROUNDWATER
79" ENCOUNTERED 2.9'
82" 2.7'
TEST HOLE LOGS
ENGINEER: ARNE
H. OJALA,
PE,
PLS
WITNESS: AMY VON HONE,
RS
MIN.
DATE: 12/6/95
30'
MIN.
SIDE SETBACK
PERC. RATE _
< 2 MIN/INCH
REAR SETBACK
20'
CLASS I
SOILS
25%
4
ELEV.
ELEV.
Q
0„
X'
0»
X,
A
A
LS
LS
1OYR 4/2
1OYR 4/2
2"
3„
B
B
LS
LS
3„ 1OYR 5/6
X'
24„
1OYR 5/6 X,
B
LS
35" 1OYR 5/6 X,
C
PERC C
/\ MS
MS
90" 24"
120" 1OYR 7/4 X' 120" 1OYR 7/4
14-374
HORSE SH
PIT
x
WINCHESTER COURT \
40 FT PRIVATE ROAD CB/DH
FND'
x
h
58 /
18-64
x .81 '(\8.67
x 8.58 \
\x 8.
05
IV,.,94
a
1^i �(0 x 8.57
LOT 29
X 8 i7 16,674 SF:
x 8.57-,,zx
9.14
�0) x 9.84 \
�x• TI�.87
NOTES
1. DATUM IS NAVD '88
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1 /8" . PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
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. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED.
CB SE T (9.12
Q)- x 9.22
1
9.37 S \
\ X19. \ \
9.431J� CQ� \4
00.00 Q Q''
8.78 \58
1-X 9.50
SPK ,4-
-
SET /x ).25} 9.50 \
\\
/g1 ,x 9..'3 \
9.97
08
a
10-5CB SET 1-9. 23
17.15 't9?�69
70.22 77.70.25 9.51
10.82 h� /
70.42 70.27 \ O /
ELEC x 10. 15 �,�x' - 0.02 / O
METER
q. 58
X 40 / 0P
x 70.42 x 10.67 / Iz'
�Q oQO
k-
82
/ of
10.99
x 10.39 x 7 T3
3 x10.91 x7.5�J73
\
10.5 x 10.87 /
X 105
gRgCNG10.
0466 O `\ ^\ 11 x 10. 98 110.21
F 'V 1 �' i 1.19 0.0/
10.30 /
UNRECORDED EASEMENT
96" FOR GARAGE FpGF pq!/E x 14
MENT \10.42
X, Scale:1 "= 20' 7n ��
0 10 20 30 40 50 FEET
DATE DANIEL A. OJALA, P.E., P.L.S.
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 22 PARCEL 235.1
LOCUS IS WITHIN FEMA FLOOD ZONE "AE EL 11"
AS SHOWN ON COMMUNITY PANEL#25001CO588J
DATED 7/16/2014
SITE IS WITHIN "LAND SUBJECT TO COASTAL
STORM FLOWAGE"
ZONING SUMMARY
ZONING DISTRICT: R-25 DISTRICT
MIN.
LOT SIZE
25,000 S.F.
MIN.
LOT FRONTAGE
150'
MIN.
FRONT SETBACK
30'
MIN.
SIDE SETBACK
15'
MIN.
REAR SETBACK
20'
MAX.
BUILDING COVERAGE
25%
SITE IS NOT LOCATED WITHIN APD
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
55 BAYBERRY ROAD
WEST YARMOUTH
PREPARED FOR
BRIAN SERPONE
JANUARY 12, 2015
off 508-362-4541
I fax 508-362-9880
downcope.com
d0W11 ca,*C e*7Meering, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
I 1