HomeMy WebLinkAbout83-1861 - Site Plan0021
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS ®110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SYSTEM PROFILEALL SYSTEM
MARKED WITHCMAGNETIC TTAPEALL OR BE
(NOT 70 SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
PROVIDE WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
- PROVIDE INSPECTION PORT 70 WITHIN 3" OF FINAL GRADE
.0'
11� ..uunu ,w nr rnwca n�ma aacrA 9.Y 2% SLOPE REQUIRED OVER SYSTEM / _ _ g•3
APPROVED DATE
LEGEND
99 - EXISTING CONTOUR
x 99.1 EXIST. SPOT ELEV.
797:90 PROPOSED CONTOUR
99 1 PROPOSED SPOT EL.
TH1
TEST HOLE
MW MONITORING WELL
rc--) UTILITY POLE
W, 11 FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
41
00-229 L-5
7.3'
WATER TEST O'BOX FOR LEVELNESS OVERALL SAS DIMS: 37.5' x 12 x 0.5 DEEP
I5.0'
MA 2 5 1 % SLOPE) (-!-% SLOPE)
BOARD OF HEALTH (._% SLOPE) (-
41
4/
10' SEPTIC TANK 16' D' BOX 16' FACILITYG
FOUNDATION-
TIDALLY INFLUENCED GROUNDWATER ELEV. 2.3'
FLOODZONE DESIGN FOUNDATION FOR DWELLING AND GARAGE REQUIRED (BY OTHERS) MONITORING WELL SET AND AUTOMATED READINGS
NOTE: FINAL GRADING TO BE IN ACCORDANCE WITH FEMA REQUIREMENTS TAKEN OVER A FULL MOON CYCLE
(HIGHEST TIDES OF THE MONTH)
NO BASEMENT ALLOWED.
4/
4/
DWELLING DIMENSIONS
1" = 20'
G /\
f 3.85
LOT 4
F
t' 373'1 /
E t 3.00
41
A z
4 3
o�
LOT 5 m
D �2.42
15,1341 SF
0.35+/- ACRES (UPLAND)
32,700± SF TOTAL
w
C
i
350'±1
B } 2.61
3� /
A
2.59
50.0'
TH 1
MW
O
PROP. GARAG TH 2
SLAB EL. 8.0
PROP. DWELL
TOP FNDN =
I1 PELEV. 11.0'
ROP. DECK
FIRST FL. =
-T- ELEV. 11.8'
R
+6.09
s
EL 9.3"
1. DATUM 1S NGVD
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUN�PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AA HO H-jD
5. PIPE JCINTS TO BE MADE WATERTIGHT.
6. CONSTR CTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (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 BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
10. CONTR CTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (-888-344-7233) AND VERIFYING THE
LOCATION DF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TOOMMENCEMENT OF WORK.
11. ANY U 4SUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED ' BENEATH AND AROUND THE PROPOSED
LEACHING FACIUTY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED DR PUMPED AND FILLED WITH CLEAN SAND.
13. WETLA D FLAGGED BY HAMLYN CONSULTING.
14. ROOF UN -OFF TO BE DIRECTED TO DRYWELLS,
OR TO DR P TRENCHES
WATERLINE TO BE RE-ROUTED AND SLEEVED
I1 IF RESERVE UTILIZED
l
1
7.20
PROP. P RVIOUS
/ DRIVEWAY
i
w
k 7.30
� 1
0 1
I y
1
PRO RETAINING WALL (FINAL DESIGN BY
1 0TH RS) TW EL. 8.3'
> 7.36
LOAM AND SEED
EL. 8.3'
1---- 4'
.. VARIES
WOVEN GEOTEXT/LE FABRIC
(MIRAF/J USED AS TIEBACK 777 PT 1 x 6 BULLNOSE DECKING
WITH MIRAF1 ATTACHED BY 3" SCREWS - ..
AT 16" CENTERS
STAGGERED SPIKES
40 MIL.EL 4.3'
POLY BARRIER
SECTION VIEW
6" x 6' P.T. LANDSCAPE TIE KNEE WA_L 1' - 1.5' HIGH x 6" DEEP
NOT TO SCALE
BENCHMARK -HYDRANT ON TAG
BOLT #186 EL. = 9.94 (NGVD)
ZONING SUMMARY
ZONING DISTRICT: RS -40
MIN. LOT SIZE 40,000 SF
MIN. LOT FRONTAGE 150'
MIN. FRONT SETBACK 30'
MIN. SIDE SETBACK 6'*
MIN. REAR SETBACK 20'
*LOT CREATED 12/1/65 (GRANDFATHERED)
SITE IS NOT LOCATED WITHIN MESA
JURISDICTION
OWNER OF RECORD
DANIEL FRANCHI ET AL
cq V r
�o
WN ow St.
m
t o
a`
4
0
a Locus
a
Nantucket
Sh
SasWh Sound
35 TODD STREET
HAMDEN, CT 06518
LOCUS MAP
NOT TO SCALE
REFERENCES ASSESSORS MAP 34 PARCEL 262
DEED BOOK 9972 PAGE 97 LOCUS 11 IS WITHIN FEMA FLOOD ZONE
PLAN BOOK 198 PAGE 111 A11 EL. 11 AS SHOWN
ON COMMUNITY PANEL #250015 0006 D
JULY 2, 1992
URv L
DATE DANIEL A. OJALA, P.E., P.L.S.
TEST HOLE LOGS
GPD (2) = 660
SE
WITNESS: PHIL
RENAUD
PRECAST H-10
RISERS (TYP.)
4"OSCH40 PVC
/
I
SEPTIC TANK:
330
No BASEMENT uiawED
ascHaD PVC
P ERC. RATE =
< 2 MIN/INCH
PIPES LEVEL 1ST 2'
"OR GEOTDMLE \
SOILS
USE A 1500
GAL. SEPTIC
TANK
ELEV.
ELEV.
4
Q
OWR STONE
8.3'
LEACHING:
6_g
0„
6-9,
8.72'
8.52'
1D 14"
TEE 1500 GAL "-1G TEE
8.27'
6" MIN. SUMPSIDES:
LS
LS
6"
N/A
6"
1OYR 3/2
SEPTIC TANK
a' Ua. LEVEL BAFFLE
'o
o 0000 0
% oegogog%gooACME
o°�°o .07•$,BOTTOM
E
37 5 x 12
(.74) = 333
GPD
FS
15"
OR EQUALGAS
8.11'
15"
7.94'
0::
*INVERT
B
LFS
LFS
24"
1 OYR 4/64
g'
30"
1 OYR 4/6
4.4'
450
S.F. 333
GPD
�,TOTAL:
° 0 0 0 0 0 0 0 0 0 o c°0°0°0°0°0°0°0°0°0°o°o°c
NPOSED (MODIFY
AS NEC.)00000
60"
OBS WATER
1.9'
0�0�0 Oo�O,�Or�O'Or
OBS WATER
1.9
MFS
USE 2 ROWS
OF 8 QUICK
4 STANDARD
INFILTRATORS EACH,
I 6" CRUSHED STONE
OR MECHANICAL
_3.1'
DOUBLE WASHED
STONE
WITH 2' STONE AT SIDES,
2.3' BETWEEN ROWS AND 2.75' AT ENDS
COMPACTION. (15.221
[21)
APPROVED DATE
LEGEND
99 - EXISTING CONTOUR
x 99.1 EXIST. SPOT ELEV.
797:90 PROPOSED CONTOUR
99 1 PROPOSED SPOT EL.
TH1
TEST HOLE
MW MONITORING WELL
rc--) UTILITY POLE
W, 11 FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
41
00-229 L-5
7.3'
WATER TEST O'BOX FOR LEVELNESS OVERALL SAS DIMS: 37.5' x 12 x 0.5 DEEP
I5.0'
MA 2 5 1 % SLOPE) (-!-% SLOPE)
BOARD OF HEALTH (._% SLOPE) (-
41
4/
10' SEPTIC TANK 16' D' BOX 16' FACILITYG
FOUNDATION-
TIDALLY INFLUENCED GROUNDWATER ELEV. 2.3'
FLOODZONE DESIGN FOUNDATION FOR DWELLING AND GARAGE REQUIRED (BY OTHERS) MONITORING WELL SET AND AUTOMATED READINGS
NOTE: FINAL GRADING TO BE IN ACCORDANCE WITH FEMA REQUIREMENTS TAKEN OVER A FULL MOON CYCLE
(HIGHEST TIDES OF THE MONTH)
NO BASEMENT ALLOWED.
4/
4/
DWELLING DIMENSIONS
1" = 20'
G /\
f 3.85
LOT 4
F
t' 373'1 /
E t 3.00
41
A z
4 3
o�
LOT 5 m
D �2.42
15,1341 SF
0.35+/- ACRES (UPLAND)
32,700± SF TOTAL
w
C
i
350'±1
B } 2.61
3� /
A
2.59
50.0'
TH 1
MW
O
PROP. GARAG TH 2
SLAB EL. 8.0
PROP. DWELL
TOP FNDN =
I1 PELEV. 11.0'
ROP. DECK
FIRST FL. =
-T- ELEV. 11.8'
R
+6.09
s
EL 9.3"
1. DATUM 1S NGVD
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUN�PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AA HO H-jD
5. PIPE JCINTS TO BE MADE WATERTIGHT.
6. CONSTR CTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (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 BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
10. CONTR CTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (-888-344-7233) AND VERIFYING THE
LOCATION DF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TOOMMENCEMENT OF WORK.
11. ANY U 4SUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED ' BENEATH AND AROUND THE PROPOSED
LEACHING FACIUTY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED DR PUMPED AND FILLED WITH CLEAN SAND.
13. WETLA D FLAGGED BY HAMLYN CONSULTING.
14. ROOF UN -OFF TO BE DIRECTED TO DRYWELLS,
OR TO DR P TRENCHES
WATERLINE TO BE RE-ROUTED AND SLEEVED
I1 IF RESERVE UTILIZED
l
1
7.20
PROP. P RVIOUS
/ DRIVEWAY
i
w
k 7.30
� 1
0 1
I y
1
PRO RETAINING WALL (FINAL DESIGN BY
1 0TH RS) TW EL. 8.3'
> 7.36
LOAM AND SEED
EL. 8.3'
1---- 4'
.. VARIES
WOVEN GEOTEXT/LE FABRIC
(MIRAF/J USED AS TIEBACK 777 PT 1 x 6 BULLNOSE DECKING
WITH MIRAF1 ATTACHED BY 3" SCREWS - ..
AT 16" CENTERS
STAGGERED SPIKES
40 MIL.EL 4.3'
POLY BARRIER
SECTION VIEW
6" x 6' P.T. LANDSCAPE TIE KNEE WA_L 1' - 1.5' HIGH x 6" DEEP
NOT TO SCALE
BENCHMARK -HYDRANT ON TAG
BOLT #186 EL. = 9.94 (NGVD)
ZONING SUMMARY
ZONING DISTRICT: RS -40
MIN. LOT SIZE 40,000 SF
MIN. LOT FRONTAGE 150'
MIN. FRONT SETBACK 30'
MIN. SIDE SETBACK 6'*
MIN. REAR SETBACK 20'
*LOT CREATED 12/1/65 (GRANDFATHERED)
SITE IS NOT LOCATED WITHIN MESA
JURISDICTION
OWNER OF RECORD
DANIEL FRANCHI ET AL
cq V r
�o
WN ow St.
m
t o
a`
4
0
a Locus
a
Nantucket
Sh
SasWh Sound
35 TODD STREET
HAMDEN, CT 06518
LOCUS MAP
NOT TO SCALE
REFERENCES ASSESSORS MAP 34 PARCEL 262
DEED BOOK 9972 PAGE 97 LOCUS 11 IS WITHIN FEMA FLOOD ZONE
PLAN BOOK 198 PAGE 111 A11 EL. 11 AS SHOWN
ON COMMUNITY PANEL #250015 0006 D
JULY 2, 1992
URv L
DATE DANIEL A. OJALA, P.E., P.L.S.
TEST HOLE LOGS
11 1001 j,
I"
# 165 SOUTH STREET
SOUTH YARMOUTH
PREPARED FOR
DANIEL FRANCHI
JULY 16, 2009
Scale: 1"= 20'
0 10 20 30 40 50 FEET
0" 508-362-4541
fax 508-362-9880
ncapeCOmdowncope
4,,dow
eering, JnC.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
00-229FRANCHLDWG (SBO)
ENGINEER: ARNE H. OJALA, PE,
SE
WITNESS: PHIL
RENAUD
DATE: 5/20/09
P ERC. RATE =
< 2 MIN/INCH
CLASS i
SOILS
ELEV.
ELEV.
4
Q
0„
6_g
0„
6-9,
A
A
LS
LS
6"
1OYR 3/2
6"
1OYR 3/2
E
E
FS
FS
15"
1OYR 5/2
15"
1OYR 5/2
B
B
LFS
LFS
24"
1 OYR 4/64
g'
30"
1 OYR 4/6
4.4'
C
C
ERC
60"
OBS WATER
1.9'
60"
OBS WATER
1.9
MFS
MFS
120"
2.5Y 6/6
_3.1'
120"
2.5Y 6/6
11 1001 j,
I"
# 165 SOUTH STREET
SOUTH YARMOUTH
PREPARED FOR
DANIEL FRANCHI
JULY 16, 2009
Scale: 1"= 20'
0 10 20 30 40 50 FEET
0" 508-362-4541
fax 508-362-9880
ncapeCOmdowncope
4,,dow
eering, JnC.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
00-229FRANCHLDWG (SBO)