HomeMy WebLinkAbout83-2015 - Site Plan 2-1811
NOT
O
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
MAP 57 j:::::: ::1 ELEVATIONS PRIOR TO INSTALLING ANY
PARCEL 703 01 I fJESSIES LN. I PORTION OF SEPTIC SYSTEM
(KACZOR) �� I;::::I
3 I:':':'':':
Tnp milmn F1 13.0
I I"'":'.'.'� �1 t+•' 4�SCH40 PVC
%
C NERI ATIPN I 3 .:::::::� 1 a0i N
2. MUNICIPAL WATER IS AVAILABLE `
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BEIAASHO H -2Q
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (TITLE 5.)
11
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.
11
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR I O 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 OR PUMPED AND FILLED WITH CLEAN SAND.
13. GUTTERS AND DOWNSPOUTS TO ROOF DRYWELLS FOR
ALL ROOF AREAS REQUIRED. CONTRACTOR TO COORDINATE -
DOWNSPOUT LOCATION -WITH APrWITrr•T - ---- -
14. FLC•OD RESISTANT FOUNDATION DESIGN WITH
CRAWLSPACE SLAB AT OR ABOVE LOWEST ADJACENT
GRADEREQUIRED, PROVIDE SMARTVENTS ON SIDE AND
FRONT ONE PER 250 SF OF ENCLOSED AREA, VENTS TO
BE WITHIN ONE FOOT OF FINISHED GRADE/CRAWLSPACE
GRADE ALL UTILITIES SERVICING BUILDING TO BE
ELEVATED ABOVE FLOOD ZONE ELEVATION 11.
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON
SEPARATE CIRCUIT FROM PUMP
INV. IN 7.5'
ALARM ON
IOAT SWITCH
SETTINGS: PUMP ON
7" WORKING RANGE
PUMP OFF
z
PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO FIN. GRADE
PRECAST H-10
RISERS (TYP.)
2'e
100% RESERVE 9.38 7.78' 10 LJ tEE
1 Rj TEE 2C
cs erustF •:
`T GAS �42" OF 4" PVC SET AT .DOS SLOPE
s.as as aur. an rx cam.
. O , �
...........) X314.2' r'.:1'`.: ias' r s.o• Q� �, 9.28' 9.11
zooe GAL H 2G ON 6" DOUBLE WASHED 3/4"- 1 1/2" STONE
r
SYSTEMPROFILE
ND
2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
NOTE: 2" MIN. WALL
THICKNESS REQUIRED
PROP. TEE 4"OSCH40 PVC
PIPES LEVEL 1ST 2'
7.53' 9-O,
Q o oo°o°o°o°o°o o°
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
2% SLOPE REQUIRED OVER SYSTEM 11
f2" DOUBLE -WASHED PI
OR GEOTEXTILE FABRIC
I �........... 1 SEPTIC TANk 0 0 0 0 0 0 0 0 0 0 o C
a' UO. LEVE. o 0 0 0 0 0 0 0 0 0 0 o H-20 D"BOX
i.........., o 0 0 0 0 0 0 0 0 0 o c TUF-TITE EF -4
DWELLING ACME OR ECUAL 0 0'0000000 010-0-0-0-0, C
EFFLUENT FILTER
(OR EQUAL)
WATER TEST D'BOX FOR LEVELNESS
W/MOLDED IN GAS
\ NOTE: FLOODZONE DESIGNED FOUNDATIONS BY OTHERS DEFLECTOR
6" CRUSHED STONE OR MECHANICAL
\ ` PROP. VENT WITH CHARCOAL FILTER COMPACTION. (15.221 [21)
AND BUGSCRE£N (FINAL PLACEMENT BY (-L-% SLOPE) (-!-% SLOPE)
CONTRACTOR WITH HOMEOWNER
_ CONSULTA770N) (-L-
.....%SLOPE)
s \ DWELLING FOUNDATION - 80' \ H-20
I 10.0SEPTIC TANK - 3' -PUMP 75'- D' BOX 13' -
:::..:::: GARAGE FOUNDATION - 53' CHAMBER
LEGEND
ELEV.
11.8' p"
- 99- EXISTING CONTOUR
LOT 3
X -99-1 EXIST. SPOT ELEV.
TOTALS
99 PROPOSED CONTOUR
66,912± SFC
198.41 PROPOSED SPOT EL.
)0,6301 SF
TTHI
(1.54.± AC)\
iYr TEST HOLE
6.0201 SF
2= SLOPE OF GROUND
.) m
�Q> UTILITY POLE
16,650± SF
PROPOSED RNERFRONT
DISTURBANCE'
FIRE HYDRANT\
y
NOTE:
NOT ALL SYMBOLS MAY APPEAR WING
11
NOT
O
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
MAP 57 j:::::: ::1 ELEVATIONS PRIOR TO INSTALLING ANY
PARCEL 703 01 I fJESSIES LN. I PORTION OF SEPTIC SYSTEM
(KACZOR) �� I;::::I
3 I:':':'':':
Tnp milmn F1 13.0
I I"'":'.'.'� �1 t+•' 4�SCH40 PVC
%
C NERI ATIPN I 3 .:::::::� 1 a0i N
2. MUNICIPAL WATER IS AVAILABLE `
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BEIAASHO H -2Q
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (TITLE 5.)
11
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.
11
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR I O 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 OR PUMPED AND FILLED WITH CLEAN SAND.
13. GUTTERS AND DOWNSPOUTS TO ROOF DRYWELLS FOR
ALL ROOF AREAS REQUIRED. CONTRACTOR TO COORDINATE -
DOWNSPOUT LOCATION -WITH APrWITrr•T - ---- -
14. FLC•OD RESISTANT FOUNDATION DESIGN WITH
CRAWLSPACE SLAB AT OR ABOVE LOWEST ADJACENT
GRADEREQUIRED, PROVIDE SMARTVENTS ON SIDE AND
FRONT ONE PER 250 SF OF ENCLOSED AREA, VENTS TO
BE WITHIN ONE FOOT OF FINISHED GRADE/CRAWLSPACE
GRADE ALL UTILITIES SERVICING BUILDING TO BE
ELEVATED ABOVE FLOOD ZONE ELEVATION 11.
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON
SEPARATE CIRCUIT FROM PUMP
INV. IN 7.5'
ALARM ON
IOAT SWITCH
SETTINGS: PUMP ON
7" WORKING RANGE
PUMP OFF
z
PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO FIN. GRADE
PRECAST H-10
RISERS (TYP.)
2'e
100% RESERVE 9.38 7.78' 10 LJ tEE
1 Rj TEE 2C
cs erustF •:
`T GAS �42" OF 4" PVC SET AT .DOS SLOPE
s.as as aur. an rx cam.
. O , �
...........) X314.2' r'.:1'`.: ias' r s.o• Q� �, 9.28' 9.11
zooe GAL H 2G ON 6" DOUBLE WASHED 3/4"- 1 1/2" STONE
r
SYSTEMPROFILE
ND
2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
NOTE: 2" MIN. WALL
THICKNESS REQUIRED
PROP. TEE 4"OSCH40 PVC
PIPES LEVEL 1ST 2'
7.53' 9-O,
Q o oo°o°o°o°o°o o°
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
2% SLOPE REQUIRED OVER SYSTEM 11
f2" DOUBLE -WASHED PI
OR GEOTEXTILE FABRIC
I �........... 1 SEPTIC TANk 0 0 0 0 0 0 0 0 0 0 o C
a' UO. LEVE. o 0 0 0 0 0 0 0 0 0 0 o H-20 D"BOX
i.........., o 0 0 0 0 0 0 0 0 0 o c TUF-TITE EF -4
DWELLING ACME OR ECUAL 0 0'0000000 010-0-0-0-0, C
EFFLUENT FILTER
(OR EQUAL)
WATER TEST D'BOX FOR LEVELNESS
W/MOLDED IN GAS
\ NOTE: FLOODZONE DESIGNED FOUNDATIONS BY OTHERS DEFLECTOR
6" CRUSHED STONE OR MECHANICAL
\ ` PROP. VENT WITH CHARCOAL FILTER COMPACTION. (15.221 [21)
AND BUGSCRE£N (FINAL PLACEMENT BY (-L-% SLOPE) (-!-% SLOPE)
CONTRACTOR WITH HOMEOWNER
_ CONSULTA770N) (-L-
.....%SLOPE)
s \ DWELLING FOUNDATION - 80' \ H-20
I 10.0SEPTIC TANK - 3' -PUMP 75'- D' BOX 13' -
:::..:::: GARAGE FOUNDATION - 53' CHAMBER
-................................ i
I : 2 ts,:. : : : :.: ..... ;\:'\ / MAP 51
i`...........
/ IY _r:_i:.i:. �r:'rr:.rrriir7 ......................... .
�."::::::.......... ':.'::.':.::'.': rr:...
14' OAK .:::::.::::::.
\: '.: :r PARCEL p/o 102
T"::::::::::::::::.:::::� FLAGPOLE .................:. \
...
\ :':':::......:':::':
WATERTIGHT COVER TO GRADE (H-20)
I PROVIDE QUICK DISCONNECT FOR PUMP
�* z--� -�
\ � 10�
PROPOSED 6 14' OAK
1 BEDROOM DWELLING
\ TOP OF FND. 13.0
PRE -
2000 GAL. H-20 S/ " SSURE LINE TO PC / FFLR EL. 14.0 -
\ \ \ /��7 CRAWLSPACE EL. 9.0
1215 GAL.+ SLOPE TO DRAIN BACK
RESERVE \ _
0.25" WEEP HOLES
8„ CHECK VALVE \ MAP 51
MYERS SRM 4 PARCEL 105 I \ y\
7" SUBMERSIBLE 4/10 HP PUMP \ (COLEMAN)
12" SYSTEM (OR EQUAL) \ QO`' `✓
CDC
PUMP CHAMBER
OP
(NOT TO SCALE)
WATERPROOF/WATERTIGHT \y F
NOTE: 5.3' LIQUID LEVEL
I off 508-362-4541
fax 508-362-9880
downcope.com
do+n cape engineering, inc.
civil engineers
land surveyors
1939 Main Street ( Rte 6A)
YARMOLITHPORT MA 02675
DICE '# 15-013
EXISTING RIVERFRONT DISTURBANCE
(PER BSC PLAN)
ELEV.
11.8' p"
qiP
cl
LOT 3
\"
TOTALS
LAWN AREAS
66,912± SFC
\
)0,6301 SF
TOP FOUND. E.
(1.54.± AC)\
54201 SF
6.0201 SF
SLAB EL. 12.5'
.) m
v P�PpI/ \V rOC
16,650± SF
PROPOSED RNERFRONT
DISTURBANCE'
� o
ocu
�
B
� c
PROP. HOUSE/DECK
0 SF
3618 SF
SPA
0 SF
\'::::.'::::::.".�
WALKWAY
•.�
9.3 36"
1OYR 5/6
TOTALS:
/
37356 SF
3736 OF IMPERV. AREA
4'SCH40 PVC
4470 t SF
19661 SF
64361 SF
MULCH AREAS
600 1 SF
20041 SF
26041 SF
:::'::::'.�.
40001 SF
O± SF
4000.E SF
8.84'
16,7761 SF PROPOSED
BENCHMARK:
NAIL TO BE SET IN
I
�l:ii: :':iiiir:::'r.\
T
TREE AT EL. 14.00'
3
1
:::::
2000 GAL. H-20 PUMP CHAMBER GARAGE
>'
::...:''::.\
WATERTIGHT
I
�: �...:":'.:
:.":::":::::.\
3000 GAL. H-20 SEPTIC TANK
3
_
::\
WATERTIGHT
\ 0
0
GARAGE WITH
0
-................................ i
I : 2 ts,:. : : : :.: ..... ;\:'\ / MAP 51
i`...........
/ IY _r:_i:.i:. �r:'rr:.rrriir7 ......................... .
�."::::::.......... ':.'::.':.::'.': rr:...
14' OAK .:::::.::::::.
\: '.: :r PARCEL p/o 102
T"::::::::::::::::.:::::� FLAGPOLE .................:. \
...
\ :':':::......:':::':
WATERTIGHT COVER TO GRADE (H-20)
I PROVIDE QUICK DISCONNECT FOR PUMP
�* z--� -�
\ � 10�
PROPOSED 6 14' OAK
1 BEDROOM DWELLING
\ TOP OF FND. 13.0
PRE -
2000 GAL. H-20 S/ " SSURE LINE TO PC / FFLR EL. 14.0 -
\ \ \ /��7 CRAWLSPACE EL. 9.0
1215 GAL.+ SLOPE TO DRAIN BACK
RESERVE \ _
0.25" WEEP HOLES
8„ CHECK VALVE \ MAP 51
MYERS SRM 4 PARCEL 105 I \ y\
7" SUBMERSIBLE 4/10 HP PUMP \ (COLEMAN)
12" SYSTEM (OR EQUAL) \ QO`' `✓
CDC
PUMP CHAMBER
OP
(NOT TO SCALE)
WATERPROOF/WATERTIGHT \y F
NOTE: 5.3' LIQUID LEVEL
I off 508-362-4541
fax 508-362-9880
downcope.com
do+n cape engineering, inc.
civil engineers
land surveyors
1939 Main Street ( Rte 6A)
YARMOLITHPORT MA 02675
DICE '# 15-013
EXISTING RIVERFRONT DISTURBANCE
(PER BSC PLAN)
ELEV.
11.8' p"
qiP
cl
f oo•
20L
TOTALS
LAWN AREAS
74301 SF
3200± SF
)0,6301 SF
MULCH AREAS
6001 SF
54201 SF
6.0201 SF
TOTALS:
.) m
v P�PpI/ \V rOC
16,650± SF
PROPOSED RNERFRONT
DISTURBANCE'
� o
ocu
�
B
� c
PROP. HOUSE/DECK
0 SF
3618 SF
SPA
0 SF
64 SF
WALKWAY
0 SF
9.3 36"
1OYR 5/6
TOTALS:
Nantucket
37356 SF
3736 OF IMPERV. AREA
LAWN AREAS
4470 t SF
19661 SF
64361 SF
MULCH AREAS
600 1 SF
20041 SF
26041 SF
PROP MMGA77ON AREA:
40001 SF
O± SF
4000.E SF
16,7761 SF PROPOSED
X10/
EXISTING I Ey
DWELLING I
�1 0
/ BENCHMARK:
TOPI OF CEMfNT f
EL(V. 8.5 NAVD88
I OSE (0.0 ;°f°�
2/ 1
8.3'
ADJUSTED G -W ELEV. 3.3'
LEACHING
FACILITY
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 8 BEDROOMS ® 110 GPD = 880 GPD
USE A 880 GPD DESIGN FLOW
SEPTIC TANK: 880 GPD (2) = 1760 (FIRST COMPARTMENT)
880 GPD (1) = 880 (SECOND COMPARTMENT)
1760 + 880 = 2640 GAL. REQUIRED
USE A 3000 GAL. DUAL COMPARTMENT SEPTIC TANK
LEACHING:
SIDES: N/A
BOTTOM 42 x 30 (.74) = 932 -OPD
TOTAL: 1260 S.F. 932 3PD
USE 42' x 30' LEACH FIELD OF 4" PERF. SCH. 40 PVC
IN DOUBLE WASHED STONE
APPROVED DATE
�' • \ PROP. 10-- 12" STRAW
�1� \ WATTLES AT EDGE or C4
�' ! • .,, „ ` \ PROPOSED MI RGATION
.�.\\5\. .••4• •.•••y T013
• . .. . • • / TCBJ2I R
� . •� RSP � 11
\\ • • � CO Q \r ��NSN OFA
�.. . • . /'#G6 J\� o OJAL
5,�,PNo. 6CIV,
V/
2-1e-,5
DATE
5'
, MA
BOARD OF HEALTH
DANIEL A. OJALA, P.E., P.L.S.
GRADE
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 51 PARCEL p/o 102
LOCUS IS WITHIN FEMA FLOOD ZONE
AE EL 11 AND ZONE X 0.2% AS SHOWN
ON COMMUNITY PANEL #25001CO587J
DATED JULY 16, 2014
ZONING: RS -40
SETBACKS: 30 FRONT /20 SIDE /20 REAR
REFERENCES:
PL BK 649 PAGE 71
TEST HOLE LOGS
ENGINEER: DAVID MASON, RS
WITNESS: AMY VON HONE, RS (YARMOUTH)
DATE: 1/16/13
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
p"
V
ELEV.
11.8' p"
qiP
cl
2B
po
i
Sto
LS
o��
old g
cue hose q
�yc
J
5 e
Iv101
.) m
v P�PpI/ \V rOC
7"
17"
� o
ocu
�
B
� c
B
N �
LS
LS
„
30
1OYR 5/6
9.3 36"
1OYR 5/6
9.0'
Nantucket
Sound
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 51 PARCEL p/o 102
LOCUS IS WITHIN FEMA FLOOD ZONE
AE EL 11 AND ZONE X 0.2% AS SHOWN
ON COMMUNITY PANEL #25001CO587J
DATED JULY 16, 2014
ZONING: RS -40
SETBACKS: 30 FRONT /20 SIDE /20 REAR
REFERENCES:
PL BK 649 PAGE 71
TEST HOLE LOGS
ENGINEER: DAVID MASON, RS
WITNESS: AMY VON HONE, RS (YARMOUTH)
DATE: 1/16/13
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
p"
V
ELEV.
11.8' p"
ELEV.
12.0'
LS
LS
1OYR 2/2
1OYR 2/2
7"
17"
-
B
B
LS
LS
„
30
1OYR 5/6
9.3 36"
1OYR 5/6
9.0'
C C
PERC
FS FS
2.5Y 6/2 2.5Y 6/2
123" 1 I 1_6' 131
NO GROUNDWATER ENCOUNTERED GROUNDWATER ENCOUNTERED
127" EL. 1.4'
GROUNDWATER ADJUSTMENT DATA;
WELL: MIW 29
ZONE: A
ADJUSTMENT: 1.9' (JANUARY)
Y r < h
C,ti n Commission
1
0 �AI�➢
OF
#4 JESSIES LANE
SOUTH YARMOUTH, MA
PREPARED FOR
William & Mary Lou Jackson
DATE: FEBRUARY 5, 2015
REV. 2/18/15 (PER AGENT COMMENTS)
Scale:1 "= 20'
0 10 20 30 40 50 FELT
15-013 JACKSON.DWG
�_5 Ll Jef,),z;e5 Lane