HomeMy WebLinkAbout83-1638LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 10o - EXISTING CONTOUR
02-225
TOP FNDN AT EL. 12.0' MIN SYSTEM PROFILE TEST HOLE LOGS
, ACCESS COVER TO WITHIN 6" OF FIN. GRADE _ (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT AL OWED _) ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER: TED DUMAS, RS
5_ BEDROOMS (110 GPD = 550 GPD 11 Q' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE AFT RD.
DESIGN FLOW: ) 2% SLOPE REQUIRED OVER SYSTEM 9 75, WITNESS: COLLEEN PELLEY
USE A 550 GPD DESIGN FLOW =v 4/24 99 !_
RUN TME CF7'EL DATE: /
SEPTIC TANK: 550 GPD ( 2 ) = 1100 9.50' FOR FIRST 2' 2" DOUBLE WASH PEASTONE 0.75' min cover < 2 MIN/INCH o i
1500 9 0, PERC. RATE = z u
USE A 1500 GALLON SEPTIC TANK 83' _
LEACHING: 9'08'1213jAFTLE
SCLASS I SOILS P#
N A .82' 0000 8.65' 0 8.58'
SIDES: / MIN ELEV, a
62.25 x 12 (.74�= 552 ( %SLOPE) �6" CRUSHED STONE OR MECHANICAL 8�$ 0.58' ? 8 p, L 1u] SHORE SIDE DR. 7
BOTTOM: COMPACTION. (15.221 i2)) MIN -_1.1;M 0" 8.6'
TOTAL: 747 S.F. 455 GPD DEPTH OF FLOW = 4' (-L% SLOPE) SLOPE)
USE 62.25' x 12' LEACH FIELD OF 2 ROWS EACH OF 9 TEE SIZES: 10„ 3/4" TO 1 1/2" DOUBLE WASHED STONE FILL Lacus
_STANDARD INFILTRATORS. EACH, WITH 2' STONE AT SIDES, INLET DEPTH =
2.3' BETWEEN ROWS AND 3' AT -ENDS OUTLET DEPTH = 14" 25
LOCATION MAP NTS
A
APPROVED DATE
FOUNDATION- 14' SEPTIC TANK 1' D' BOX 3' LEACHING 5 LS
FACILITY
31" 10YR 3/3 ASSESSORS MAP 26 PARCEL 142
BOARD OF HEALTH
NIN DIS RICT: R25
B YARD SETBACKS:
MA LS FRONT = 30'
USE ADJUSTED WATER AT ELEV. 3.0'
NOTE: DWELLING FOOTINGS MUST BE MIN. 2' ABOVE10YR 4/6 SIDE = 15'
(TIDALLY INFLUENCED) 38" 5.4'
ADJUSTED GROUNDWATER ELEVATION (I.E. BASE OF
FOOTING TO BE AT MINIMUM ELEVATION OF 5.0')
FLOODZONE FOUNDATION DESIGN BY OTHERS
I
PROP. ROCK RETAINING WALL, TOP AT EL. 9.0'. PROVIDE 40 MIL
LINER ALONG INTERIOR OF WALL, TOP AT EL. 9.0', BOTTOM AT
EL. 5.0'
IF RESERVE UTILIZED, WATERLINE MUST BE SLEEVED 7.4
FOR ENTIRE LENGTH 7.4 5' REMOVAL OF UNSUITABLE SOIL REQUIRED
7.4 AROUND PERIMETER LEACHING FACILITY,
DOWN TO SUITABLE SOI LAYER. REPLACE
WITH CLEAN MED. SAND.
DRI'JE
sIDE �
Y�OQY r -f- 7 o C
r
r
r
rr
r ,
rr
BENCH MARK - TOP OF CONC.
BOUND. ELEV. = 8.3 (NGVD)
rr
r O
7 O+ 8.2 L1
rr
r / W
rT
80 69rjFi
0
r r
8.0 / S�RJF. L �\{ +8
8 : PIT
8. \ 5
PA CH
PROVIDE 2' W.x �Po
2' DEEP x 50'
LONG STON g.
TRENCH .� - s
PITCH
2�, l
0\ �' + 8.8
r
r
\ rr
EXIST. DWELL.
� FANG y'/Xi
OF �P-/ PRSP
SoO� G�PSS
/
X
x�4
V
'7.6
0
r r
r
r r
r 3Ay
r r
r r CRAWLS_PACE
r FLOOR THIS
AREA TO BE
r
>\ r MIN. 9.0' EL
r
r r
r r + 9.0 r
�/ rr
r
rr
r
r
5 fir
I
LOT 8
+ 9.0 24,479± SO. FT.
I
?V0? ,pN L• \� 9.4
I
PROP
$1AQE gt6c
PROP.
DECK �
S P
/ X GFLP
+
.2 Ja
9.3
9.8
X� P
PRF'
G�Pc,S
eSPGN
PROPOSED WOOD ELEVATED 5.6
BOARDWALK OVER EXIST. PATH
s 1 6 EXIST. LANDING/STAIRS
9.6 O. /
.4
ARF,P 111 -t1 ��
PSS 11
0F'PGN G� 1 1.7 ''a O .3
1O0
0.0 6
tio�
N
s.e
EXIST. LANDING/STAIRS �6 /
FLOODZONE V9 EL. 14
C
MS
$4 OBS WATER 1.3'
89" 2.5Y 7/3 1.18'
REAR = 20'
PLAN REF. - LCP 21122A
FLOOD ZONE:
V15 EL. 16, V9 EL. 14 AND A9 EL. 10 (HOUSE IS IN
FLOODZONE A9 EL. 10)
LOT COVERAGE: DECK AND DWELL. = 18%
TEST HOLE LOGS
OF 25 SHORE SIDE DRIVE
ENGINEER: AH OJALA, PE
DATE: 5/7/03 IN THE TOWN OF:
PERC. RATE _ < 2 MIN/INCH (SOUTH) YARMOUTH
CLASS I SOILS P# PREPARED FOR: FRAN POLITO
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
7.5YR 5/6
USED FOR LOT LINE STAKING.
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9.
COMPONENTS NOT TO BF RACKFILI FD OR CONCEALED WITHOUT
MS
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
S/-
FROM BOARD OF HEALTH.
10.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
OBS WATER
LOvAT10N OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
90"
TO COMMENCEMENT OF WORK,
11.
PROVIDE DRYWELLS TO CONTAIN ALL ROOF RUN-OFF
TO INCLUDE ROOF OVER SHADEDECK
TI TLE 5 SITE PLAN
TEST HOLE LOGS
OF 25 SHORE SIDE DRIVE
ENGINEER: AH OJALA, PE
DATE: 5/7/03 IN THE TOWN OF:
PERC. RATE _ < 2 MIN/INCH (SOUTH) YARMOUTH
CLASS I SOILS P# PREPARED FOR: FRAN POLITO
20 0 20 40 60
SCALE: 1 " = 20' DATE: MAY 7, 2003
REV 7/11/03 (DIST)
REV 7/22/03 (DRYWELL NOTE)
_ REV 9/30/03 (SAS)
REV 10/31/03 (SLAB)
ZN FMAS`s9 REV 11/03/03 (DECK ROOF)
•�gDi_6/8/04 (SAS, DRAIN.)
off 508-362-4541
fax 508 362-9880
down cape engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 Clain St. yarmouth, ma 02675
IUDELEV.
p" 8.5'
FILL
16"
E
MS
18"
IOYR 7/1
B
LS
32"
7.5YR 5/6
5.8'
C
MS
2.5Y 6/6
76"
OBS WATER
2.2'
1.0'
90"
20 0 20 40 60
SCALE: 1 " = 20' DATE: MAY 7, 2003
REV 7/11/03 (DIST)
REV 7/22/03 (DRYWELL NOTE)
_ REV 9/30/03 (SAS)
REV 10/31/03 (SLAB)
ZN FMAS`s9 REV 11/03/03 (DECK ROOF)
•�gDi_6/8/04 (SAS, DRAIN.)
off 508-362-4541
fax 508 362-9880
down cape engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 Clain St. yarmouth, ma 02675
02-225
TOP FNDN AT EL. 12.0' MIN SYSTEM PROFILE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
11.0' MINIMUM .75' OF COVER OVER PRECAST wrrHIN 6" OF FIN. GRADE
2% SLOPE REOUIRED OVER SYSTEM
9.50' %1pR FP1RS C2yEL / 2" DOUBLEH WASPEAS
- PROPOSED 1500 /
9.08' GALLON SEPTIC ! 8.83'
TANK (H- 1 ) \ GAS
-`� � � � BAFFLE �� o
8.82
MIN
(-.Z-% SLOPE) \_6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 123) MIN
DEPTH OF FLOW = 4' ( % SLOPE) ( % SLOPE)
TEE SIZES: 101,
INLET DEPTH =
OUTLET DEPTH = 14„
FOUNDATION- 14' SEPTIC TANK 1' D' BOX
IF RESERVE UTILIZED, WATERLINE MUST BE SLEEVED
FOR ENTIRE LENGTH
I
PROVIDE INSPECTION PORT WITHIN
6" OF FINISH GRADE
9.75'
0.75' min cover
9.0'
0.58'
3/4" TO 1 1/2" DOUBLE WASHED STONE
3' LEACHING
FACILITY
NOTE: DWELLING FOOTINGS MUST BE MIN. 2' ABOVE
ADJUSTED GROUNDWATER ELEVATION (I.E. BASE OF
FOOTING TO BE AT MINIMU� ELEVATION OF 5.0')
FLOODZONE FOUNDATION GESIGN BY OTHERS
PROP. ROCK RETAINING WALL, TOP AT EL. 9.0'. PROVIDE 40 MIL
LINER ALONG INTERIOR OF WALL, TOP AT EL. 9.0', BOTTOM AT
EI.. 5.0'
h 7.4
,7.4 5' REMOVAL OF I-'NSUITABLE SOIL REQUIRED
�7.4 AROUND PERIMETER OF LEACHING FACILITY,
1 DOWN TO SUITAPLE SOIL LAYER. REPLACE
1 WITH CLEAN MF.D. SAND.
X7.6
SR'qIE
5L�E0
00 S
00 ,
T i
BENCH MARK - TOP OF CONC. 3
- BOUND. ELEV. = 8.3 (NGVD) ` CRAWR -'rHIC y
i �� FLOOR PHIS
� 7 O+ 8.2 i AREA TO BE
�-7.i�'7 MIN. 9.0' EL
W + 9.0
i
i X609 \R
i 8.0 ytEyJf' / + 8.5 c
\ RE q4l&
* �o LOT 8
P�fTrbF' + 9.0 24,4791 SO. FT.
\.b OY 0 Y 9.4
PITCH Q
PROVIDE 2' W,x APo
2' DEEP x 50' ° $HAgE DECK: 9q�
LONG STON
TRENCH
"s PITCH
o PROP.
DECK
969, / ,1, GRpS
i
O
5'
USE ADJUSTED WATER AT ELEV. 3.0'
(TIDALLY INFLUENCED)
9.3
,.F 9.8
,F
EGGS Of j��
X
- PRGP
GRPc,S
g�PGN
' TEST HOLE LOGS
LEGENp
100.0
PROPOSED SPOT ELEVATION
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
)
(_GPD) = 550
DESIGN FLOW: BEDROOMS 5_ 110
GPD
1O0x0
EXISTING SPOT ELEVATION
USE A 550 GPD DESIGN FLOW
�100
-o
PROPOSED CONTOUR
SEPTIC TANK: 550 GPD (? ) = 1100
- -
USE A 1500 GALLON SEPTIC TANK
- 100 -
EXISTING CONTOUR
di
LEACHING:
CLASS I SOILS P#
N/A
SIDES:
BOTTOM: 62.25 x 12 (.74) = 552
Q
TOTAL: 747 S.F. 455 GPD
011
USE 62.25' x 12' LEACH FIELD OF 2 ROWS EACH
OF 9
FILL
STANDARD INFILTRATORS- EACH, WITH 2' STONE AT
SIDES,
- LOCUS
2.3' BETWEEN ROWS AND 3' AT ENDS
BOARD OF HEALTH
LOCATION MAP NTS
A
, MA
APPROVED DATE
02-225
TOP FNDN AT EL. 12.0' MIN SYSTEM PROFILE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
11.0' MINIMUM .75' OF COVER OVER PRECAST wrrHIN 6" OF FIN. GRADE
2% SLOPE REOUIRED OVER SYSTEM
9.50' %1pR FP1RS C2yEL / 2" DOUBLEH WASPEAS
- PROPOSED 1500 /
9.08' GALLON SEPTIC ! 8.83'
TANK (H- 1 ) \ GAS
-`� � � � BAFFLE �� o
8.82
MIN
(-.Z-% SLOPE) \_6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 123) MIN
DEPTH OF FLOW = 4' ( % SLOPE) ( % SLOPE)
TEE SIZES: 101,
INLET DEPTH =
OUTLET DEPTH = 14„
FOUNDATION- 14' SEPTIC TANK 1' D' BOX
IF RESERVE UTILIZED, WATERLINE MUST BE SLEEVED
FOR ENTIRE LENGTH
I
PROVIDE INSPECTION PORT WITHIN
6" OF FINISH GRADE
9.75'
0.75' min cover
9.0'
0.58'
3/4" TO 1 1/2" DOUBLE WASHED STONE
3' LEACHING
FACILITY
NOTE: DWELLING FOOTINGS MUST BE MIN. 2' ABOVE
ADJUSTED GROUNDWATER ELEVATION (I.E. BASE OF
FOOTING TO BE AT MINIMU� ELEVATION OF 5.0')
FLOODZONE FOUNDATION GESIGN BY OTHERS
PROP. ROCK RETAINING WALL, TOP AT EL. 9.0'. PROVIDE 40 MIL
LINER ALONG INTERIOR OF WALL, TOP AT EL. 9.0', BOTTOM AT
EI.. 5.0'
h 7.4
,7.4 5' REMOVAL OF I-'NSUITABLE SOIL REQUIRED
�7.4 AROUND PERIMETER OF LEACHING FACILITY,
1 DOWN TO SUITAPLE SOIL LAYER. REPLACE
1 WITH CLEAN MF.D. SAND.
X7.6
SR'qIE
5L�E0
00 S
00 ,
T i
BENCH MARK - TOP OF CONC. 3
- BOUND. ELEV. = 8.3 (NGVD) ` CRAWR -'rHIC y
i �� FLOOR PHIS
� 7 O+ 8.2 i AREA TO BE
�-7.i�'7 MIN. 9.0' EL
W + 9.0
i
i X609 \R
i 8.0 ytEyJf' / + 8.5 c
\ RE q4l&
* �o LOT 8
P�fTrbF' + 9.0 24,4791 SO. FT.
\.b OY 0 Y 9.4
PITCH Q
PROVIDE 2' W,x APo
2' DEEP x 50' ° $HAgE DECK: 9q�
LONG STON
TRENCH
"s PITCH
o PROP.
DECK
969, / ,1, GRpS
i
O
5'
USE ADJUSTED WATER AT ELEV. 3.0'
(TIDALLY INFLUENCED)
9.3
,.F 9.8
,F
EGGS Of j��
X
- PRGP
GRPc,S
g�PGN
' TEST HOLE LOGS
ENGINEER: TED DUMAS, RS
AFT RD.
WITNESS: COLLEEN PELLEY
DATE: 4/24/99
PERC. RATE _ < 2 MIN/INCH
di
CLASS I SOILS P#
m
ELEV,a
Q
SHORE SIDE DR.
011
r
FILL
- LOCUS
25"
LOCATION MAP NTS
A
LS
$1"
10YR 3/3
ASSESSORS MAP 26 PARCEL 142
ZONING DISTRICT: R25
B
YARD SETBACKS:
LS
FRONT = 30'
38"
10YR 4/6
5.4'
SIDE = 15'
REAR = 20'
PLAN REF. - LCP 21122A
C
FLOOD ZONE:
MS
V15 EL. 16, V9 EL. 14 AND A9 EL. 10 (HOUSE IS IN
FLOOOZONE A9 EL. 10)
84'
OBS WATER
1.3'
LOT COVERAGE: DECK AND DWELL. 18%
89"
2.5Y 7/3
TEST HOLE LOGS
ENGINEER: AH OJALA, PE
DATE: 5/7/03
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
' 1 PROPOSED WOOD ELEVATED 5.6
BOARDWALK OVER EXIST. PATH 7
FF��pTTI ELEV.
V
s 1 6 EXIST. LANDING/STAIRS 0„ 8.5'
EXIST. DWELL. 9.6 O. - -
4
�PREP 111 1. � / FILL
4 RPSS I 1 / / 16"
o.1 / g�PG� G 11.7 7 OO 3 / � S
10.1 GRPyS 18" 1OYR 7/1
G1
0o gEP � g
0.oLS
5.8
�6
X � �otiaN 32•, 7.5YR 5/6 5.$'
GE X �j
EXIST. LANDING/STAIRS �� C
CF Y�� PREP �ROx / MS
60GEy /� GRPSS
2.5Y 6/6
4 76' OBS WATER 2.2'
FLOODZONE V9 EL. 14
\ \AID
v
�� SIJ 9o" 1_0'
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 1N ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
S. 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 VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK,
11. PROVIDE DRYWELLS TO CONTAIN ALL ROOF RUN-OFF
TO INCLUDE ROOF OVER SHADEDECK
TITLE S SITE PLAN
of 25 SHORE SIDE DRIVE
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: FRAN POLITO
20 0 zo 40 6.0
SCALE: 1 " = 20' DATE: MAY 7, 2003
REV 7/11/03 (DIST)
REV 7/22/03 (DRYWELL NOTE)
REV 9/30/03 (SAS)
REV 10/31/03 (SLAB)
ASH FMAS,� REV 11/03/03 (DECK ROOF)
Ay1� T!", 6/8/04 (SAS, DRAIN.)
'E
off 506-362-4541
fox 508 362-9860
I
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st, yarmouth, ma 02675