HomeMy WebLinkAbout170 Pleasant Street Plan of LandFFLR 12.1
_ TOF 11.1
AIN
WELLING
=*8.4'
DTTAGE
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
10.5' MINIMUM .75' OF COVER OVER PRECA!
PRECAST H-10
RISERS (TYP.)
2'o
SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE
(NOT TO SCALE) MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION./ 2% SLOPE REQUIRED OVER SYSTEM
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROP. WATERTIGHT COVER TO GRADE
PROP. TEE 4"OSCH40 PVC
MINIMUM .75' OF COVER OVER PRECAST PIPES LEVEL 1ST 2'
PRECAST H-10
RISERS (TYP.) 10.12'
,.:
2� "000000 "o"
10" TEErrT. RISERS (TYP.) 14" PRECAST 0 °o°o°o°o°o°o°o oC ,
7.70 TEE SEPTIC1500 TANK
7.45' 7 35' 10*
E 1000 GAL H-20 10.16
4' LIQ. LEVEL GAS BAFFLE SEPTIC TANK
.10
ACME OR EQUAL 4' LIQ. LEVEL TUF-TITE EF -4
WATERTIGHT ACME OR EQUAL EFFLUENT FILTER 7.O'
WATERTIGHT (OR EQUAL)
+` W/MOLDED IN GAS
O O O O' O O O O O O O C +''' `' DEFLECTOR
O0n O0n O O . O O O O O O O 0 O
( 0000n0nr0�00000C000'0'0'0'0'0'0"0'0n0r 0p00000p0p0p0p0pppp0COnOn0n0000n0nOn0n0nOr
2" PRESSURE LINE
SLOPE TO DRAIN BACK EXISTING LEACHING TO REMAIN
32 H-20 HI CAPACITY INFILTRATORS
O O O O O O O O O O O C O UMUZ)MLu JIUNL UK MLUMANIUHL
6" CRUSHED STONE OR MECHANICAL 0 0 0 0 0 0 0 0 0 0 0 0
2.5 COMPACTION. (15.221 [2]) pO
o 0 0 0 0 0 0 0 0 0 o c r COMPACTION. (15.221 [2])
nnOnO„Or,O,�OnOnOnO,�O,�Or
( % SLOPE MIN.)
ROPOSED FOUNDATION
25' (--L% % SLOPE) (_L% % SLOPE)
COTTAGE FOUNDATION 28' SEPTIC TANK 5' SEPTIC TANK 5' PUMP (HAAARFR
10" 1500 GAL H-20
TEE PUMP CHAMBER
WATER PROOF/WATER TIGHT
SEE DETAIL
(_2_5% SLOPE MIN.)
i..
2" PRESSURE LINE
SLOPE TO DRAIN BACK EXISTING LEACHING TO REMAIN
32 H-20 HI CAPACITY INFILTRATORS
O O O O O O O O O O O C O UMUZ)MLu JIUNL UK MLUMANIUHL
6" CRUSHED STONE OR MECHANICAL 0 0 0 0 0 0 0 0 0 0 0 0
2.5 COMPACTION. (15.221 [2]) pO
o 0 0 0 0 0 0 0 0 0 o c r COMPACTION. (15.221 [2])
nnOnO„Or,O,�OnOnOnO,�O,�Or
( % SLOPE MIN.)
ROPOSED FOUNDATION
25' (--L% % SLOPE) (_L% % SLOPE)
COTTAGE FOUNDATION 28' SEPTIC TANK 5' SEPTIC TANK 5' PUMP (HAAARFR
DEED BOOK 26719 PAGE 46
PLAN BOOK 223 PAGE 51
PLAN BOOK 184 PAGE 131
PLAN BOOK 98 PG 141
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H -2.Q
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (TITLE 5.)
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. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
12. FLOOD RESISTANT FOUNDATION DESIGN BY OTHERS.
13. WETLAND FLAGGING BY BRAD HALL
14. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO
DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES,
DRAINAGE TO BE SET IN CLEAN SAND ONLY.
RIVERFRONT
MITIGATION CALCULATIONS:
HARDSCAPE 0-100' 100-200'
EXISTING: 1,515 SF 1,770 SF
PROPOSED: 870 SF 3,620 SF
INCREASE: -645 SF 1,850 SF = 1205 SF NET
INCREASE
REQUIRED MITIGATION : 1205x2=2,410 SF REQUIRED
(2.500 SF± PROVIDED)
2,500 SF OF LAWN/HARDSCAPE TO BE
REMOVED/REPLANTED WITH NATIVE SPECIES
ALSO 2,580 SF OF CLEARING IN RE -GRADED AREA TO BE
RE -PLANTED WITH NATIVE SPECIES
TOTAL 5.080 SF NATIVE PLANTINGS TOTAL
` LAWN/HARDSCAPE TO BE
REMOVED/REPLANTED WITH NATIVE SPECIES
i-
CLEARING IN RE -GRADED AREA TO BE
RE -PLANTED WITH NATIVE SPECIES
``
1 �� SS ��
DATE DANIEL A. OJALA, P.E., P.L.S.
N � ILI, R i,
11
ROSAMOND W.
WESTMORELAND, TR.
#12 AUNT EDITH'S ROAD
MAP 51 PCL 94
DB 24824 PG 101
PB 184 PG 131
I
/ \r02
AC,
SIV
TWENTY EIGHT AUN
EDI W RD. REA
TRUST
?8 LINT EDITH'S ROA
MAP 51 PCL 95
DBI 16816 PG 9RR
YARMOUTH',
�I�„, ISOUTH #170 PLEASAN'T STREET
PREPARED FOR
®F _-Z n
E &_
DATE: FEBRUARY 1, 2017
REV.: FEBRUARY 17, 2017 (MOVE HOUSE 5' BACK)
REV.: MAY 31, 2017 (GRADES, DRIVEWAY & WALK)
Scale: l "= 20'
0 10 20 30 40 50 FEET Yarmouth Health Department
PP PD
ame Date
DICE # 12-275
TIE INTO
EXISTING D' BOX
LINE
EXIST. LEACHING
FAC I LITY
SYSTEM DESIGN:
I GARBAGE DISPOSER IS NOT ALLOWED
�I I
CB/DH FND PROPOSED 5 BEDROOM DWELLING & EXISTING 1 BEDROOM COTTAGE
DESIGN FLOW BASED ON: 6 BEDROOMS @ 110 GPD = 660 GPD
�I I
w I I SEPTIC TANK: 660 GPD2
() = 1320
S5 0 7'I 1 _LOCUS N USE (1) H-20 1500 GAL. SEPTIC TANK FIRST COMPARTMENT
USE(1)H-20 1000 GAL. SEPTIC TANK SECOND COMPARTMENT
10.01 1 #170 PLEASANT STREET
C.B. LT I UPLAND = 49,891± SF LEACHING:
Io WETLAND = 6,941± SF
I TOTAL = 56,832± SF o, USE EXISTING GRAVELLESS SYSTEM OF (32) H-20
1.30± AC HIGH CAPACITY UNITS IN FIELD CONFIGURATION
SHOWN
MAP 51 PCL 92 32 UNITS x 29.5 SF = 944 SF
X zo
944 SF (0.74) = 698 GPD (OK)
41
->,
Xri
- ��
I �Z1
IIsm I -°qtr
I D � LOin MA
I �, APPROVED DATE BOARD OF HEALTH
• �OI
= I I m
I m
12 DAVID C. ACHEON LIFE
i I '
ESTATE"
w I I #162A PLE STREET
MAP 51 L 89
I DB 4929 P 1
I , 1
X= I I I
I I '
X
Io I I SEE TITLE 5 11 ' N
X I SITE PLAN I
I DATED MAY 2, 1 1 f*1 Q
I I� 11 2012 i
00
V
LA
II o I Q"
I of
Ln I '
o0 X ' EXISTING
1' \`� STORAGE
BUILDING
/
ILA FFLR=11.3 CB DH FND
� � I I do � �
o Ln i
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I � EXSS NG
I GRA L\
PARKING I V
i
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F
LIMIT OF >> FSR\ �' 10
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D -9 \ 'o �j� ��O
76'A X02
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DA D C. HESON LIFE
\ \ \ E TATE
#16 B PL SANT STR
\ \ �` II >K MA 51 PCL 90
o I PROPOSED ��� ���` 1 929 PG 151
(o DWELLING
TOF = 11.6
\ FFLR = 12.9IL
p
z o SII
031C :L7
rn
34 1 plb
p OFF T0� COASTAL
I�I 1 _ II f EXISTING z �l. I- x
xm / "�- _ � ' , • R ES THIS AREA
0 BE REMOVED.
PLAT TREES
x _ Y` 100' OFF RIVER TO R LAC
o x // I I / 112.9j EXISTING ; `x AEEL
- -WEI-LIN i ,. ZON�EL 1�5
z - - -t= _ _ZONE AE
rri
0 OFF P COASTAL BANK
50 '
)NE AE EL 11 v / / I �L _ _ , A i . xx` ROPOSED
ZONE AE EE / / / ji/ ` : x.^,5.4 it k� MITIGATION/
/ I ,• ' „ . /• .; . NATIVE
REPLANTING
10
Ji k SEE
PLANTING
/ Lf'.` - l `J" ` `+. / / I PLAN
81
/ , �`
TOP co°s'a� r�-" c _ _ pIR LOGS ZON
CB / CH EDGE OF RIVER MHW ZONE AE EL
4�_'' ,CBc �coASTAL BEA _ SB
VC �E
ROCK WALL �
� - _/
ABUSING ;�SB FND
LL 8.0 SM4 i
JJJ '-
O
TWALL ' � --
14
ly f' %'% .
s - 4�-
S J
�� E� 125-
ZO-� EL 135/ -CCB CB SET /
ZONE VE �`� SALT MARSH
0
-� TIDAL
13ASSRIVER
BB �IFLOOI
5'_
4�
off 508-362-4541
fax 508-362-9880
downcape.com
n Cape enineering, inc.
civil engineers
land surveyors Ln
939 Main Street ( Rte 6A) N
YARMOU THPOR T MA 02675 ZU N
w
0
(_2_5% SLOPE MIN.)
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 51 PARCEL 92
CA
NOTE: LOCUS IN FEMA FLOOD ZONE AE
(EL12), AE (EL 11) & X
CQ
J
j�
OWNER OF RECORD
W
DORO HY P. DIAUTO
LA
ELEANOR D. ACHESON
#4 AUNT EDITH'S ROAD
297 OLD MAIN STREET
MA 51 PCL 93
SOUTH YARMOUTH. MA 02664
i3 25561 PG 318
REFERENCES
12 CB/DH
HELD
FND
DEED BOOK 26719 PAGE 46
PLAN BOOK 223 PAGE 51
PLAN BOOK 184 PAGE 131
PLAN BOOK 98 PG 141
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H -2.Q
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (TITLE 5.)
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. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
12. FLOOD RESISTANT FOUNDATION DESIGN BY OTHERS.
13. WETLAND FLAGGING BY BRAD HALL
14. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO
DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES,
DRAINAGE TO BE SET IN CLEAN SAND ONLY.
RIVERFRONT
MITIGATION CALCULATIONS:
HARDSCAPE 0-100' 100-200'
EXISTING: 1,515 SF 1,770 SF
PROPOSED: 870 SF 3,620 SF
INCREASE: -645 SF 1,850 SF = 1205 SF NET
INCREASE
REQUIRED MITIGATION : 1205x2=2,410 SF REQUIRED
(2.500 SF± PROVIDED)
2,500 SF OF LAWN/HARDSCAPE TO BE
REMOVED/REPLANTED WITH NATIVE SPECIES
ALSO 2,580 SF OF CLEARING IN RE -GRADED AREA TO BE
RE -PLANTED WITH NATIVE SPECIES
TOTAL 5.080 SF NATIVE PLANTINGS TOTAL
` LAWN/HARDSCAPE TO BE
REMOVED/REPLANTED WITH NATIVE SPECIES
i-
CLEARING IN RE -GRADED AREA TO BE
RE -PLANTED WITH NATIVE SPECIES
``
1 �� SS ��
DATE DANIEL A. OJALA, P.E., P.L.S.
N � ILI, R i,
11
ROSAMOND W.
WESTMORELAND, TR.
#12 AUNT EDITH'S ROAD
MAP 51 PCL 94
DB 24824 PG 101
PB 184 PG 131
I
/ \r02
AC,
SIV
TWENTY EIGHT AUN
EDI W RD. REA
TRUST
?8 LINT EDITH'S ROA
MAP 51 PCL 95
DBI 16816 PG 9RR
YARMOUTH',
�I�„, ISOUTH #170 PLEASAN'T STREET
PREPARED FOR
®F _-Z n
E &_
DATE: FEBRUARY 1, 2017
REV.: FEBRUARY 17, 2017 (MOVE HOUSE 5' BACK)
REV.: MAY 31, 2017 (GRADES, DRIVEWAY & WALK)
Scale: l "= 20'
0 10 20 30 40 50 FEET Yarmouth Health Department
PP PD
ame Date
DICE # 12-275
TIE INTO
EXISTING D' BOX
LINE
EXIST. LEACHING
FAC I LITY
SYSTEM DESIGN:
I GARBAGE DISPOSER IS NOT ALLOWED
�I I
CB/DH FND PROPOSED 5 BEDROOM DWELLING & EXISTING 1 BEDROOM COTTAGE
DESIGN FLOW BASED ON: 6 BEDROOMS @ 110 GPD = 660 GPD
�I I
w I I SEPTIC TANK: 660 GPD2
() = 1320
S5 0 7'I 1 _LOCUS N USE (1) H-20 1500 GAL. SEPTIC TANK FIRST COMPARTMENT
USE(1)H-20 1000 GAL. SEPTIC TANK SECOND COMPARTMENT
10.01 1 #170 PLEASANT STREET
C.B. LT I UPLAND = 49,891± SF LEACHING:
Io WETLAND = 6,941± SF
I TOTAL = 56,832± SF o, USE EXISTING GRAVELLESS SYSTEM OF (32) H-20
1.30± AC HIGH CAPACITY UNITS IN FIELD CONFIGURATION
SHOWN
MAP 51 PCL 92 32 UNITS x 29.5 SF = 944 SF
X zo
944 SF (0.74) = 698 GPD (OK)
41
->,
Xri
- ��
I �Z1
IIsm I -°qtr
I D � LOin MA
I �, APPROVED DATE BOARD OF HEALTH
• �OI
= I I m
I m
12 DAVID C. ACHEON LIFE
i I '
ESTATE"
w I I #162A PLE STREET
MAP 51 L 89
I DB 4929 P 1
I , 1
X= I I I
I I '
X
Io I I SEE TITLE 5 11 ' N
X I SITE PLAN I
I DATED MAY 2, 1 1 f*1 Q
I I� 11 2012 i
00
V
LA
II o I Q"
I of
Ln I '
o0 X ' EXISTING
1' \`� STORAGE
BUILDING
/
ILA FFLR=11.3 CB DH FND
� � I I do � �
o Ln i
X L4
Im
I � EXSS NG
I GRA L\
PARKING I V
i
CV /
F
LIMIT OF >> FSR\ �' 10
G VEL �� \ co) fs0, X77 3 2�
D -9 \ 'o �j� ��O
76'A X02
I I \ O ' 0ti1 /
X� /
I I 11 b-0 - O RIVER
O �p
O 1 x O
l0! �
DA D C. HESON LIFE
\ \ \ E TATE
#16 B PL SANT STR
\ \ �` II >K MA 51 PCL 90
o I PROPOSED ��� ���` 1 929 PG 151
(o DWELLING
TOF = 11.6
\ FFLR = 12.9IL
p
z o SII
031C :L7
rn
34 1 plb
p OFF T0� COASTAL
I�I 1 _ II f EXISTING z �l. I- x
xm / "�- _ � ' , • R ES THIS AREA
0 BE REMOVED.
PLAT TREES
x _ Y` 100' OFF RIVER TO R LAC
o x // I I / 112.9j EXISTING ; `x AEEL
- -WEI-LIN i ,. ZON�EL 1�5
z - - -t= _ _ZONE AE
rri
0 OFF P COASTAL BANK
50 '
)NE AE EL 11 v / / I �L _ _ , A i . xx` ROPOSED
ZONE AE EE / / / ji/ ` : x.^,5.4 it k� MITIGATION/
/ I ,• ' „ . /• .; . NATIVE
REPLANTING
10
Ji k SEE
PLANTING
/ Lf'.` - l `J" ` `+. / / I PLAN
81
/ , �`
TOP co°s'a� r�-" c _ _ pIR LOGS ZON
CB / CH EDGE OF RIVER MHW ZONE AE EL
4�_'' ,CBc �coASTAL BEA _ SB
VC �E
ROCK WALL �
� - _/
ABUSING ;�SB FND
LL 8.0 SM4 i
JJJ '-
O
TWALL ' � --
14
ly f' %'% .
s - 4�-
S J
�� E� 125-
ZO-� EL 135/ -CCB CB SET /
ZONE VE �`� SALT MARSH
0
-� TIDAL
13ASSRIVER
BB �IFLOOI
5'_
4�
off 508-362-4541
fax 508-362-9880
downcape.com
n Cape enineering, inc.
civil engineers
land surveyors Ln
939 Main Street ( Rte 6A) N
YARMOU THPOR T MA 02675 ZU N
w
0