HomeMy WebLinkAbout83-1563 - Site Plan 2FIRST FLOOR EL. 11.9' SYSTEM PROFILE
TOP FNDN EL. 1 1.0'Nor r0 SCALE)
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (
ACCESS COVER (WATERTIGHT) TO
WITHIN 6" OF FIN. GRADE
10.5' MINIMUM .75' OF COVER OVER PRECAST � 2% SLOPE REQUIRED OVER SYSTEM
a 'I
RUN PIPE LEVEL
8 70' FOR FIRST 2'
tj\
-30'
8.55' GASAFFLE 8.19'8.02'
( 1 % SLOPE) 6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
DEPTH OF FLOW = 4' (-L—% SLOPE) (-L—% SLOPE)
TEE SIZES:
INLET DEPTH = 10'
OUTLET DEPTH = 14"
FOUNDATION— 15' SEPTIC TANK
NOTE: FLOODZONE FOUNDATION DESIGN
REQUIRED (BY OTHERS)
05-127
348'±
TO "THE F
-4-
373'±
TO 'THE RUN"
a6
11' - D' BOX
LOT
LOT 3
p, 5
ton'
2" DOUBLE WASHED PEASTONE
TEST HOLE LOGS
ENGINEER: RICK JUDD, RS
WITNESS: AMY VON HONE, RS
DATE: 12/14/00
3' MAX. PERC. RATE _ < 5 MIN/INCH
R 4' CLASS I SOILS P#
.yrs
7.4'
Q
ELEV.
6.3' 0"
Q
4-
0"
U
3/4" TO 1 1/2" DOUBLE WASHED STONE
W Z
/ 1 24'
1
O
SEPTIC DESIGN: GARBAGE DISPOSER IS NOT ALLOWED
0
PROP. 3 BR
7"
6"
o DWELLING 1
}
5'
A/E
FIRST FL = 11.9' 14 m
A/E
USE A 330 GPD DESIGN FLOW
6' LEACHING
LS
LS
FACILITY
USE GROUNDWATER EL. 2.4' 16"
7.5YR 3/110YR
15"
3/1
4n
Bw
NOTE: MONITORING WELLS WERE SET ON LOTS 2 k 3, AND HIGHEST READING USED OVER
4
NEW MOON TIDAL CYCLE DURING WET TIME OF YEAR (APRIL 2003)
LS
LMS
BENCHMARK — GROUND AT BASE OF
1OYR 4/6
1OYR 4/6
7 ` UTILITY POLE AT ELEVATION 7.0' (NGVD) 34"
3.67' 35"
C
- PROP. ROCK RET. 6.96
G
WALL, 3' HIGH } PROP, VOOD RETAINING WALL AT ELEVATION
FS
FS
8.4'. PROVIDE 40 MIL LINER AT EDGE OF 55"
} RETAINING WALL, TOP ELEVATION AT 8.4',
obs. water
1.7' 60"
obs. water
1,6'
c.I BOTTOM AT EL 4.4'
3v
}
05-127
348'±
TO "THE F
-4-
373'±
TO 'THE RUN"
a6
11' - D' BOX
LOT
LOT 3
p, 5
ton'
2" DOUBLE WASHED PEASTONE
TEST HOLE LOGS
ENGINEER: RICK JUDD, RS
WITNESS: AMY VON HONE, RS
DATE: 12/14/00
3' MAX. PERC. RATE _ < 5 MIN/INCH
R 4' CLASS I SOILS P#
.yrs
7.4'
Q
ELEV.
6.3' 0"
Q
6.6'
0"
U
3/4" TO 1 1/2" DOUBLE WASHED STONE
W Z
/ 1 24'
1
O
SEPTIC DESIGN: GARBAGE DISPOSER IS NOT ALLOWED
0
PROP. 3 BR
7"
6"
o DWELLING 1
}
5'
A/E
FIRST FL = 11.9' 14 m
A/E
USE A 330 GPD DESIGN FLOW
6' LEACHING
LS
LS
FACILITY
USE GROUNDWATER EL. 2.4' 16"
7.5YR 3/110YR
15"
3/1
Bw
NOTE: MONITORING WELLS WERE SET ON LOTS 2 k 3, AND HIGHEST READING USED OVER
Bw
NEW MOON TIDAL CYCLE DURING WET TIME OF YEAR (APRIL 2003)
LS
LMS
BENCHMARK — GROUND AT BASE OF
1OYR 4/6
1OYR 4/6
7 ` UTILITY POLE AT ELEVATION 7.0' (NGVD) 34"
3.67' 35"
C
- PROP. ROCK RET. 6.96
G
WALL, 3' HIGH } PROP, VOOD RETAINING WALL AT ELEVATION
FS
FS
8.4'. PROVIDE 40 MIL LINER AT EDGE OF 55"
} RETAINING WALL, TOP ELEVATION AT 8.4',
obs. water
1.7' 60"
obs. water
1,6'
c.I BOTTOM AT EL 4.4'
}
so' 1 } L!1 10YR 6/6 10YR 6/6
1D } ) 108" —2.5 106"
0 co }
LOT 5
N }
SEPTIC TANK: 330 GPD ( 2 ) = 660
} 1500
USE A GALLON SEPTIC TANK
____----—� 1
r12 } LEACHING:
i W — ------ ---- -- —zzo SIDES: N/A
} BOTTOM: 37.5 x 12 (.74) = 333
l
TOTAL: 450 S.F. 333 GPD
6 USE 2 ROWS OF (6) STANDARD INFILTRATORS WITH
WATERLINE TO BE SLEEVED IF RESERVE AREA 2' STONE AT SIDES, 2.3' BETWEEN ROWS AND NONE AT
UTILIZED ENDS
LOAM AND SEED
EL 9.P'
WOVEN GEOTEXTILE FABRIC
(MIRAFI) USED AS TIEBACK
PT 1 x 6 BULLNOSE DECKING
WITH MIRAFI ATTACHED BY 3" SCREWS f
AT 16" CENTERS
STAGGERED SPIKES Y c= r <
40 MIL. EL.5.4'
POLY BARRIER <:
SECTION VIEW
6" x 6' P.T. LANDSCAPE TIE KNEE WALL 18t" HIGH 6" DEEP
NOT TO SCALE
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
— 100 EXISTING CONTOUR
BOARD OF HEALTH
APPROVED DATE
off 508-362-4541
foz 508 362-9880
down cape engineering, inc,
CIVIL ENGINEERS
LAND SURVEY❑RS
939 main st, yarrlouth, ma 02675
MA
BASS RIVER PARKWAY
RIVER ST.
CRESCENT CT.
N
O
N
lCCO$
LOCATION MAP NOT TO SCALE
ASSESSORS MAP 34 PARCEL 263
ZONING DISTRICT: RS 40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. — 198/111
FLOOD ZONE: A11 EL. 11
LOT COVERAGE: 12.7%
NOTES:
1. DATUM IS 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.
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. ROOF RUN—OFF TO BE DIRECTED TO DRYWELLS/TRENCHES
TITLE 5 SITE PLAN
OF #159 SOUTH STREET
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: SIDDHARTH SIDDHARTH
30 0 30 60 90
SCALE: 1" = 30' DATE: JUNE 6, 2001
REV. 7/24/05 (GW ELEV, ETC)
... _ H OF
ARNE
OJALA
,� No. 2Fi34d3 �
yA
P. t, n� DATE
y
338
U
W Z
/ 1 24'
1
}
SEPTIC DESIGN: GARBAGE DISPOSER IS NOT ALLOWED
zii.0
PROP. 3 BR
o DWELLING 1
}
DESIGN FLOW: 3__ BEDROOMS (110 GPD) = 330 GPD
FIRST FL = 11.9' 14 m
}
USE A 330 GPD DESIGN FLOW
LOT 5
N }
SEPTIC TANK: 330 GPD ( 2 ) = 660
} 1500
USE A GALLON SEPTIC TANK
____----—� 1
r12 } LEACHING:
i W — ------ ---- -- —zzo SIDES: N/A
} BOTTOM: 37.5 x 12 (.74) = 333
l
TOTAL: 450 S.F. 333 GPD
6 USE 2 ROWS OF (6) STANDARD INFILTRATORS WITH
WATERLINE TO BE SLEEVED IF RESERVE AREA 2' STONE AT SIDES, 2.3' BETWEEN ROWS AND NONE AT
UTILIZED ENDS
LOAM AND SEED
EL 9.P'
WOVEN GEOTEXTILE FABRIC
(MIRAFI) USED AS TIEBACK
PT 1 x 6 BULLNOSE DECKING
WITH MIRAFI ATTACHED BY 3" SCREWS f
AT 16" CENTERS
STAGGERED SPIKES Y c= r <
40 MIL. EL.5.4'
POLY BARRIER <:
SECTION VIEW
6" x 6' P.T. LANDSCAPE TIE KNEE WALL 18t" HIGH 6" DEEP
NOT TO SCALE
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
— 100 EXISTING CONTOUR
BOARD OF HEALTH
APPROVED DATE
off 508-362-4541
foz 508 362-9880
down cape engineering, inc,
CIVIL ENGINEERS
LAND SURVEY❑RS
939 main st, yarrlouth, ma 02675
MA
BASS RIVER PARKWAY
RIVER ST.
CRESCENT CT.
N
O
N
lCCO$
LOCATION MAP NOT TO SCALE
ASSESSORS MAP 34 PARCEL 263
ZONING DISTRICT: RS 40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. — 198/111
FLOOD ZONE: A11 EL. 11
LOT COVERAGE: 12.7%
NOTES:
1. DATUM IS 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.
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. ROOF RUN—OFF TO BE DIRECTED TO DRYWELLS/TRENCHES
TITLE 5 SITE PLAN
OF #159 SOUTH STREET
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: SIDDHARTH SIDDHARTH
30 0 30 60 90
SCALE: 1" = 30' DATE: JUNE 6, 2001
REV. 7/24/05 (GW ELEV, ETC)
... _ H OF
ARNE
OJALA
,� No. 2Fi34d3 �
yA
P. t, n� DATE