HomeMy WebLinkAboutApp# 10-A101RECCIVE:D
AUG 13 2010
YARMOUTH
OLD KING'S HIGHWAY
YARMOUTH ASSESSORS OLD MAP
82 PCL. X29
R
j
ADEN S
1.5
POND%
ZONING DISTRICT: R-40
R
DISTRICT: 83
00
MINIMUM LOT SIZE: 40,000 s.f.
rn S 1
CORP RA_nO RD.
LOT SIZE: 40,000
LOCU
MID CAPE il�_
EXIT I
7 HIGHWAY
LOT FRONTAGE:
_ RT'
MINIMUM YARD SETBACKS:
MINIMUM
LOCUS MAP
SCALE 1" = 2000'
FRONT - 30 ft.
DB 13646 PG. 14
YARMOUTH ASSESSORS OLD MAP
82 PCL. X29
R
YARMOUTH ASSESSORS NEW MAP
94 PCLS. 1.1 -
1.5
00 PARCEL �
ZONING DISTRICT: R-40
ZONING
DISTRICT: 83
00
MINIMUM LOT SIZE: 40,000 s.f.
MINIMUM
LOT SIZE: 40,000
s.f.
MINIMUM LOT FRONTAGE: 150 ft.
MINIMUM
LOT FRONTAGE:
100 ft.
MINIMUM YARD SETBACKS:
MINIMUM
YARD SETBACKS:
\od,\ \
FRONT - 30 ft.
DB 13646 PG. 14
FRONT - 30
ft.
SIDE/REAR - 20 ft.
II`
SIDE - 20
ft.
F
REAR - 30
ft.
TOTAL AREA: 234,385 s.f. ( 5.38 ac.)
FLOOD ZONE: C
INTERNATIONAL FUND FOR ANIMAL WELFARE INC.
LCP 390858
ROBERT W. LARKIN
DB 9791 PG. 75
ROBERT CHILDS
OB 4128 PG. 169
11700
57g.54
SPLIT STONE
FOUND
02-368 wyAxm7w%fP.Avjv A
0.11
orO
CB/DH FND
(DISPL.)
no
145.16
APPROVAL UNDER THE SUBDIVISION CONTROL
LAW NOT REQUIRED.
DATE NO. `
ENDORSEMENT IS NOT A DETERMINATION AS TO CONFORMANCE
WITH ZONING REGULATIONS.
PARCEL A IS NOT A LOT AS DEFINED IN MGL, CH. 41, SECT.
81-L, AND IS NOT A BUILDING LOT AS DEFINED BY THE
YARMOUTH ZONING BYLAW.
NO DWELLING OR UNIT SHALL BE BUILT ON ANY LOT
WITHOUT FIRST SECURING, FROM THE HEALTH DEPARTMENT,
THE DISPOSAL WORKS CONSTRUCTION PERMIT REQUIRED
FOR THE INSTALLATION OF A SUBSURFACE SEYY,',',9GE
SYSTEM.
CERTIFY THAT THIS PLAN WAS MADE IN ACCORDANCE
a F -r,TH REGISTRY OF DEEDS RULES AND REGULATIONS
YIAFAr;''0I_II FECTIVE JANUARY 1, 1976 AS AMENDED 1/7/88.
S/a7/o 3
DATE
93 .N
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(A
00 PARCEL �
0
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Ln
Lu
00
i
I
N/F SIDDHARTH
z
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NOT A BUILDING LOT
I m
0.920 ac.
33,434 s.f.
° I D9 13646 PG. 16
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0.77 cc.j
\od,\ \
0
DB 13646 PG. 14
I
----------
OB 13645 PG. 336
II`
APPROVAL UNDER THE SUBDIVISION CONTROL
LAW NOT REQUIRED.
DATE NO. `
ENDORSEMENT IS NOT A DETERMINATION AS TO CONFORMANCE
WITH ZONING REGULATIONS.
PARCEL A IS NOT A LOT AS DEFINED IN MGL, CH. 41, SECT.
81-L, AND IS NOT A BUILDING LOT AS DEFINED BY THE
YARMOUTH ZONING BYLAW.
NO DWELLING OR UNIT SHALL BE BUILT ON ANY LOT
WITHOUT FIRST SECURING, FROM THE HEALTH DEPARTMENT,
THE DISPOSAL WORKS CONSTRUCTION PERMIT REQUIRED
FOR THE INSTALLATION OF A SUBSURFACE SEYY,',',9GE
SYSTEM.
CERTIFY THAT THIS PLAN WAS MADE IN ACCORDANCE
a F -r,TH REGISTRY OF DEEDS RULES AND REGULATIONS
YIAFAr;''0I_II FECTIVE JANUARY 1, 1976 AS AMENDED 1/7/88.
S/a7/o 3
DATE
ARNE H. OJALA P.L.S.
DETAIL o
-O
NOT TO SCALE ,o
N 85-46'o4.3"E
27 2
3 0 0.04
a O
o cn
�o
INTERNATIONAL FUND FOR ANIMAL WELFARE INC. r7
LCP 390858
N85 -46'03"E
=470.61= 327.46
w
0
i1 L i
P 40,007 s.f.
11 0.918 ac. m
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DETAIL o
-O
NOT TO SCALE ,o
N 85-46'o4.3"E
27 2
3 0 0.04
a O
o cn
�o
INTERNATIONAL FUND FOR ANIMAL WELFARE INC. r7
LCP 390858
N85 -46'03"E
=470.61= 327.46
w
0
i1 L i
P 40,007 s.f.
11 0.918 ac. m
N'o REF. DB 13645 PG. 334 m Ln
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40,832 s.f. 191.10
0.937 ac.
DB 13645 PG. 336 =
40:5.78=
r,F.64 S7`�54' 53'w
Tovm OF `f ARMOU "
2
C3 PLAN OF LAND IN
2
cl
(Y O . PORI) Y ® &
Ia PREPARED FOR
O�
SNOB
Q
SCALE I W AUCAW 27, 200
30 0 30 60 90 Ft.
91,7105
DATE:
ISS EC �: a"''L�,
L -11
^2y9 __2
00
YAR.rvIOUTH
OLD KING'S f -TIC HVMY
I
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1 1
1 I
I t I
I I
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I
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OWNER OF RECORD
SIDDHARTH SIDDHARTH
283 WEYMOUTH STREET
HOLBROOK, MA 02343
DEED REFERENCES:
DB 13645 PG. 334
DB 13645 PG. 336
DB 13646 PG. 12
D8 13646 PG. 14
DB 13646 PG. 16
PLAN BK. 560 PG. 8
off 508-382-4541
fm 508 382-9880
i
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
s ig main St. parmouthport, ma
I
1 �
I
C4Lu
a
I I
I 1
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10 1
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1 1
1 I
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I I
I I
I
I I i
OWNER OF RECORD
SIDDHARTH SIDDHARTH
283 WEYMOUTH STREET
HOLBROOK, MA 02343
DEED REFERENCES:
DB 13645 PG. 334
DB 13645 PG. 336
DB 13646 PG. 12
D8 13646 PG. 14
DB 13646 PG. 16
PLAN BK. 560 PG. 8
off 508-382-4541
fm 508 382-9880
i
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
s ig main St. parmouthport, ma
41rA
I
fI -a-.-
1
SEPTIC- PROFILE
TOP FNDN. AT EL. 80.0'
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT 1J SCALA IN PECTION PORT WITHIN 3" GRADE
ACCESS :OVER (WATERTIGHT) TO MARK WITH MAGNETIC TAPE OR EQUIVALENT.
78.5' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6' OF FIN. GRADE
2% SLOPE REQUIRED OVER SYSTEM
RUN PIPE LEVEL .2" DOUBLE WAS E PEASTONE ,, 77.0' FOR FIRST 2'
PROPa
j-
GAL6.35'
76.6' TANKAS
�5.5'
AFFLE 75.67 o000
(--Lx % SLOPE) �_6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2])
DEPTH OF FLOW = 4'
(-!-% SLOPE) (-L-% SLOPE)
TEE SIZES:
INLET DEPTH s 10„
OUTLET DEPTH = 14"
FOUNDATION- 20' - SEPTIC TANK
. I( f f l r f
`\ .. I I i I I I r!
I
I � F-
Tai i I I II II II % / /
8Y - I I to l k
1 ,
\ 85r,
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
I I i PERIMETERAROUND LAITY,
DOM TTOSUITABLE SOIL LAYER (TO C2
\ \ \ - r 1 1 \MED. SAND. TO
\ \ \ \ \ i 16 j r r rJ MEETRSPECIFICATIONS OF 3 OREPLACE WTHN CMR 15.255(3)
\ 1 ! e° �$ \ H 1 1 J
\\ 8, \ 1 I 05 TH
co1 1 1 r
I
79 / 0 14
/3
II 90-,x\ i �\ '\\ \ \ 1\ TH, N \� 40 0�9//zy.fy/
79.2' \/ / , / , , /
0ryh 26.25'
\\ \\ I 1 \ \LU
\ �Q 4.00' 4.00'
I m II (f \ 22.2' Q� 00' 0"� 10.00'
p0 PROP. DWELL.
I / I TF = 80.0 •00
II // //II \\ �°o•,o �°� // // // I I II I ^ I I/ I / / /// j ELEC. HANDBOX
/ 7 .z' TEL. & CATV RISERS
44' D' BOX
OR
� = = = =
3/4" TO 1 1/2" DOUBLE WASHED STONE
12'
LEACHING
FACILITY
3' MAX.
73.17'
16.17'
BOTTOM TH 1 EL. 67.0'
NOTES
1. DATUM IS APPROXIAATE N.G.V.D.
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOP, ALL PRECAST UNITS TO BE AASHO H-10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETALS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE ITLE 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. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR LOCUS MAP
TO COMMENCEMENT OF WORK.
NOT TO SCALE
11. CONTRACTOR RESPOVSIBLE FOR ALL EROSION CONTROL, ASSESSORS MAP 94 PARCEL 3.1
EROSION CONTROL NETTNG REQUIRED ON ALL SLOPES >10%.
LOCUS IS WITHIN FEMA FLOOD
ZONE C
DENNIS R•R.
POND
MINIMUM YARD SETBACKS*
jfv
E
FRONT - 30 FT.
H
LOCUS
MID CAPE ✓r
EXIT
7 HIGHWAY _ RT. 6
REAR - 20 FT.
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR LOCUS MAP
TO COMMENCEMENT OF WORK.
NOT TO SCALE
11. CONTRACTOR RESPOVSIBLE FOR ALL EROSION CONTROL, ASSESSORS MAP 94 PARCEL 3.1
EROSION CONTROL NETTNG REQUIRED ON ALL SLOPES >10%.
/2.00' / I I I I ILII _� - , 1 I
PAVED LOT 2A !,
ODRIVE
GARAGE / bs /' ,/ I ,/ / / / / ^ry ��/t // / / I 1
000O /I / ,/// q)%/ �/ JJ BENCH MARK -HYDRANT
/� P OP. RET. J ON',TAG# 2068 EL. = 67.0 I 5560 !r
28: d' / , / // / �y� // / / // / / //� VV�ALLS / !
I 1 23.1'
a�-I-_-- T
_ ------ ---
/ ---------------
1R -OP
OP.1 RI -----
D �
\ L
ATE E EASEME - -�-
�\/372.50'/ 1 /
IUE 64
PROP. RET. WALL ww 11 EXISTII WALL 11
1 °m 1 I ELEC. TRANSFORMER
0 z m f AND METER.
z
Qo N l- v TEL. & CATV RISERS
I N
DCE #99-403 LOT3A
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- -100 - - EXISTING CONTOUR
07
DAT
C1 C1 Cl
UNSUIT. LS UNSUIT. LS UNSUIT. LS
2.5Y 6/4 2.5Y 6/4 2.5Y 6/4
168" 132" 84"
ELEV.
82_0'
C2 C2 C2
MS MS PERC MS
2.5Y 7/4 2.5Y 7/4 E 2.5Y 7/4
204" 67.0' 180" 69.0' 156" 69.0' 94
NO GROUNDWATER ENCOUNTERED I -[i
,I
1
OF
LOT 3A OLD HYANNIS ROAD
YARMOUTH (PORT) MA
PREPARED FOR
SIDDHARTH
DATE: MARCH 14, 2005 REV: JUNE 17, 2010 (REMOVAL)' ,
REV: APRIL 28, 200x° FA D
REV: MAY 15, 2005
REV:: j uNE14, 2010 14
201
Crmouth Health Q- IEE L: ,��
AP, ^partment scale: t "= 20' i �_ _ JD -A 1 bt'
O/ "0 ^�X' iiia
L
Y
30 40 50 FEET L
ECEIVED
I 4)
off 508-362-4541
AUG 1 3 2010 rax 508-362-9880
)wn cape englneenng, 1ne.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouthport, ma 02675
99-403 LOT 3A BASF -DW('
LOCUS IS WITHIN FEMA FLOOD
ZONE C
SEPTIC DESIGN.
MINIMUM YARD SETBACKS*
FRONT - 30 FT.
GARBAGE DISPOSER IS NOT ALLOWED
REAR - 20 FT.
DESIGN FLOW: 4 BEDROOMS ® 110 GPD
= 440 GPD
* VERIFY WITH BUILDING DEPARTMENT
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880
TEST HOLE LOGS
USE A 1500 GAL. SEPTIC TANK
ENGINEER: MICHAEL FARIA, SE
LEACHING:
WITNESS: AMY VON HONE, RS
SIDES: 2 (33.5 + 12.83) 2 (.74) = 137
GPD
0
DATE:
BOTTOM 33.5 x 12.83 (.74) = 318
GPD
_ < 2 MIN/INCH
A -
PERC. RATE TE
TOTAL: 614 S.F. 455
GPD
CLASS SOILS
USE (3) 500 GAL. LEACHING CHAMBERS
(ACME OR EQUAL)
WITH 4' STONE AT ENDS AND 4' AT SIDES
ELEV. ELEV..
..
4
0"
84.0' 0.. 84.0' , 0..
O/A
O/A
0/A
MA
UNSUIT. SL
SL
UNSUIT. UNSUIT.
SL
APPROVED DATE BOARD
OF HEALTH
10YR 3/1
10YR 3/1
10YR 3/1
8
8 4
B
B
B
UNSUIT. LS
ASUIT. LS UNSUIT.
LS
10YR 5/6
10YR 5/6 -•
81.0 36" j 81.0' 18"
10YR 5,/6
/2.00' / I I I I ILII _� - , 1 I
PAVED LOT 2A !,
ODRIVE
GARAGE / bs /' ,/ I ,/ / / / / ^ry ��/t // / / I 1
000O /I / ,/// q)%/ �/ JJ BENCH MARK -HYDRANT
/� P OP. RET. J ON',TAG# 2068 EL. = 67.0 I 5560 !r
28: d' / , / // / �y� // / / // / / //� VV�ALLS / !
I 1 23.1'
a�-I-_-- T
_ ------ ---
/ ---------------
1R -OP
OP.1 RI -----
D �
\ L
ATE E EASEME - -�-
�\/372.50'/ 1 /
IUE 64
PROP. RET. WALL ww 11 EXISTII WALL 11
1 °m 1 I ELEC. TRANSFORMER
0 z m f AND METER.
z
Qo N l- v TEL. & CATV RISERS
I N
DCE #99-403 LOT3A
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- -100 - - EXISTING CONTOUR
07
DAT
C1 C1 Cl
UNSUIT. LS UNSUIT. LS UNSUIT. LS
2.5Y 6/4 2.5Y 6/4 2.5Y 6/4
168" 132" 84"
ELEV.
82_0'
C2 C2 C2
MS MS PERC MS
2.5Y 7/4 2.5Y 7/4 E 2.5Y 7/4
204" 67.0' 180" 69.0' 156" 69.0' 94
NO GROUNDWATER ENCOUNTERED I -[i
,I
1
OF
LOT 3A OLD HYANNIS ROAD
YARMOUTH (PORT) MA
PREPARED FOR
SIDDHARTH
DATE: MARCH 14, 2005 REV: JUNE 17, 2010 (REMOVAL)' ,
REV: APRIL 28, 200x° FA D
REV: MAY 15, 2005
REV:: j uNE14, 2010 14
201
Crmouth Health Q- IEE L: ,��
AP, ^partment scale: t "= 20' i �_ _ JD -A 1 bt'
O/ "0 ^�X' iiia
L
Y
30 40 50 FEET L
ECEIVED
I 4)
off 508-362-4541
AUG 1 3 2010 rax 508-362-9880
)wn cape englneenng, 1ne.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouthport, ma 02675
99-403 LOT 3A BASF -DW('