HomeMy WebLinkAbout145 South Street - Site Plan 2FIRST FLOOR EL. 13.3' SYSTEM PROFILE
TOP FNDN EL. 12.0' NOT TO SCALE)
ACCESS COVER TO WITHIN 6" OF FIN. GRADE
ACCESS COVER (WATERTIGHT) TO
WITHIN 6' OF FIN. GRADE
11.0' MINIMUM .75' OF COVER OVER PRECAST
9.05'
7.5 PROPOSED 1500
7•0 GALLON SEPTIC
8'85' TANK (H- 1O )
(-Z-7 SLOPE)
SEE NOTES
BELOW LOCUS MAP DEPTH OF FLOW = 4'
FLOOD ZONE FOUND.
DESIGN BY OTHERS TEE SIZES: 10"
INLET DEPTH
OUTLET DEPTH = 14"
FOUNDATION- 10' - SEPTIC TANK
TOP ELEV VARIES 40 MIL POLY MNYL AND
RUN PIPE LEVEL
FOR FIRST 2'
8.60' J
e FFLE 8.1 8J8.01'
CRUSHED STONE OR MECHANICAL
APACTION. (15.221 (21)
(1-7 SLOPE) (--1-7 SLOPE)
42' D' BOX
:-:s- (6) J3 BARS CONT. FOR
HORIZONTAL REINFORCEMENT
7.4' TO 4.4' EL6.0' OWEST PROP ELEV. (FINAL GRADE)
#3 BARS 12" O.C. FOR VER71CAL
•:_ REINFORCEMENT
�6'
- _ NATURAL SOIL
CONC. RET. WALL (NTS)
TO Ir G
} 4.0
EL. 11.4'
EL
5' REMOVAL OF UNSUITABLE SOIL PROP.
REQUIRED AROUND PERIMETER OF HOUSE
LEACHING FACILITY, DOW4: TO
SUITABLE SOIL LAYER. RFPUPE
WHTH CLEAN MED. SAND. -\
+6.6 01 113.64'
o' 7.0'
PROP. 3 BR
+ I
DWELLING
4.2 7.0'
FIRST FLOOR
ELEV. 13.3'
LOT 1 7.0'
8.4'
THI
17,7111 SF 4'8 I p
0.41± ACRE 7
(UPLAND) PROP. WORK LIMIT `s
LINE ( ILT FENCE)
'
+4.7
417'f I .
TO "THE TION" 1 4.1 \
1 + 5,t
+3.2
+55
1 S
+4.6
a
w 4.0 LOT 2
tx
2.9
+ 5.7
At 3 2.6
+5.3
s
+ 4.1
(lei -1 iFi �` + 6.7
2L
2% SLOPE REQUIRED OVER SYSTEM/
2" DOUBLE WASHED PEASTONE�
PROVIDE INSPECTION PORT WITHIN 6" TEST HOLE LOG S
OF FINISH GRADE
ENGINEER: LISA LYONS, RS
9.2WITNESS: SUE RASK, RS
'
DATE: 6/15/05
0.75' MIN. PERC. RATE _ < 2 MIN/INCH.
8.4' CLASS I SOILS
' PERCOLATION TESTING PERFORMED 8/31/05 BY RICK JUDD, RS, AMY
- VON HONE, RS WITNESSING. RATE: < 2 MIN/INCH IN LS SAND LAYER
ELEV.
_ 7.4' 0" 4 5.8' 0" 5.7'
3/4" TO 1 1/2" DOUBLE WASHED STONE
5'
5, LEACHING
FACILITY
USE GROUNDWATER EL. 2.4
(TIDALLY INFLUENCED)
NOTE MONITORING WELLS WERE SDON LOTS 2 AND 3, AND HIGHEST
READING USED OVER NEW MOON M,% CYCLE DURING WET TIME OF YEAR
(APRIL 2003)
PROP. CONIC RET. WALL
SHOWING VARYING ELEVATIONS EL 8_4'
EL 8.4'
EL. 11.0'
EL 10.0'
PROP SAS
r
EL. 9.0'
REQUIRED INSPECTIONS AND CERTIFICATIONS
J. ENGINEER SHALL INSPECT WEN REWIRED EXCAVATION IS
COMPLETE.
2. ENGINEER SHALL STAKE FOOTING PRIOR TO POURING
3. ENGINEER SHALL INSPECT FOOTING AND REBAR PRIOR 70 POURING
OF WALL
4, ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY ..
DEPOSITED
5. ENGINEER SHALL INSPECT AND CERTIFY SEPTIC COMPONENTS AND
PUMP MECHANISMS AFTER INSTALLATION
ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT
THE RETAINING WALL, SEPTIC SYSTEM AND PUMP MECHANISMS HAVE:
BEEN INSTALLED IN SUBSTANTIAL COMPLIANCE PATH THE APPROVED
PLAN.
FILL
i
+ 3
PROP. CONCRETE RET.
WALL AROUND SAS
1 (SEE DETAIL)
N
i
A/E
OF
LOT 1 (#145) SOl
1
BENCHMARK
- CTR. OF CATCH
�I
BASIN ELEV.
= 6.1'
¢ 6.6
18
6 ` SMALL
ASSESSORS MAP 34 . PARCEL 266
AREA
DESIGN
DRAIN
LS
REQUIRED INSPECTIONS AND CERTIFICATIONS
J. ENGINEER SHALL INSPECT WEN REWIRED EXCAVATION IS
COMPLETE.
2. ENGINEER SHALL STAKE FOOTING PRIOR TO POURING
3. ENGINEER SHALL INSPECT FOOTING AND REBAR PRIOR 70 POURING
OF WALL
4, ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY ..
DEPOSITED
5. ENGINEER SHALL INSPECT AND CERTIFY SEPTIC COMPONENTS AND
PUMP MECHANISMS AFTER INSTALLATION
ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT
THE RETAINING WALL, SEPTIC SYSTEM AND PUMP MECHANISMS HAVE:
BEEN INSTALLED IN SUBSTANTIAL COMPLIANCE PATH THE APPROVED
PLAN.
rIASSIMVM
I_
rSCE cT.
LOCUS /
LOCATION MAP NOT TO SCALE
R')
FILL
In
9"
_
N
(n
A/E
OF
LOT 1 (#145) SOl
MS
LS
TO SOH. 4
1.
1OYR 5/1
m
N u
22"
18
) 2.
ASSESSORS MAP 34 . PARCEL 266
B
DESIGN
ZONING DISTRICT: RS 40
LS
B
39"
1OYR 4/3
2.55'
FRONT = 30'
C
MOTTLES
SIDE = 20'
TANK: 330 GPD (4�) = 1485
41'
REAR = 20'
40"
(EL. 2.3
2.36' PLAN REF. - 198/111
ms
o
44"
obs. water
2,13'
MS
obs. water
10YR 5/4
1�
120"
ETC. ALLOWED BELOW ELEV.
-4.2
rIASSIMVM
I_
rSCE cT.
LOCUS /
LOCATION MAP NOT TO SCALE
R')
A/E
In
NOTES:
_
N
(n
L
OF
LOT 1 (#145) SOl
MS
PIPE SYSTEM
8. PIPE FOR SEPTIC
TO SOH. 4
1.
DATUM IS NGVD
m
N u
10YR 3/1
18
) 2.
ASSESSORS MAP 34 . PARCEL 266
DESIGN
ZONING DISTRICT: RS 40
3.
B
YARD SETBACKS:
USE A
LS
FRONT = 30'
D�:SIGN LOADING FOR ALL PPECAST JNIIS -iii
6C AASIlO'11,_ 10
SIDE = 20'
TANK: 330 GPD (4�) = 1485
10YR 4/3
REAR = 20'
40"
��
2.36' PLAN REF. - 198/111
6.
o
C
FLOOD ZONE: A71 EL. 11
NOTE: FLOODZONE FOUNDATION
42"
MS
obs. water
REQUIRED (DESIGN BY OTHERS)
NO LIVING SPACE, UTILITIES,
2,2' DUCT WORK. AIR CONDITIONING,
1�
--
ETC. ALLOWED BELOW ELEV.
THIS PLAN IS FOR PROPOSED WORK I
'
h
11.0'
v t
FINAL GRADING TO BE IN
120"
2.5Y 5/3
/
CONFORMANCE WITH FEMA
FLOODZONE REGULATIONS
-4.3'
EL 8.4'
INE STAKING
-
In
NOTES:
_
N
(n
L
OF
LOT 1 (#145) SOl
SIDES: -x(37.25 ,.58)
PIPE SYSTEM
8. PIPE FOR SEPTIC
TO SOH. 4
1.
DATUM IS NGVD
m
N u
SEPTIC
DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
) 2.
MUNICIPAL WATER IS AVAILABLE
DESIGN
FLOW: 3 BEDROOMS (110 GPD) = i330 GPD
3.
MINIMUM PIPE PITCH TO BE 1; 8" PER FC;U17.
PREPARED FOR: SIDDHARTH
USE A
SJO GPD E51GN FLOW- -' - -- -
--"`1.
D�:SIGN LOADING FOR ALL PPECAST JNIIS -iii
6C AASIlO'11,_ 10
SEPTIC
TANK: 330 GPD (4�) = 1485
5.
FIPE JOINTS TO BE MADE WATERTIGH-
��
f
6.
CONSTRUCTION DETAILS TO BE IN AC
MA SCALE: 1" = 30' DATE: OCTO'
USE A
1500 GALLON SEPTIC TANK
�<
S
FI•IVIRONMENTAL CODE TITLE V.
1�
LEACHING:
-
7.
THIS PLAN IS FOR PROPOSED WORK I
'
h
+ 10,83) (.74)x= 41.2
FOR LOT
In
\
_
N
(n
L
OF
LOT 1 (#145) SOl
SIDES: -x(37.25 ,.58)
PIPE SYSTEM
8. PIPE FOR SEPTIC
TO SOH. 4
� /
a
m
N u
(SOUTH) YARM01
37.25 x 10.83 (.74) 298.5
3/
tn
PREPARED FOR: SIDDHARTH
s
BOTTOM:
9, COMPONENTS NOT TO BE
BACKFILLED
.2'j
EC
30 0 30
3�£
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INSPECTION BY BOARD OF
HEALTH AP
MA SCALE: 1" = 30' DATE: OCTO'
o
0
_
�<
S
REVISED: 3/7/0
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TOTAL- 459 S.F. 339.7 GPDw
FROM BOARD OF HEALTH.
REVISED: 3/23/C
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SIDES AND 3' AT ENDS
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 100 EXISTING CONTOUR
Yarmouth Heath ]Department
APPROVED
4
d2m Date
APPROVED DATE
off 508-362-4541
Tax 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 chain St. yarmouth, mc. 02675
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LOT 1 (#145) SOl
i
v
IN THE TOWN OF:
a
m
N u
(SOUTH) YARM01
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tn
PREPARED FOR: SIDDHARTH
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REVISED: 3/7/0
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