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Tal: (508) 520-2065 Fax: (508) 520.2091
Seven Hills
Foundation
FIVE BEDROOM GROUP HOME
19 CENTERBOARD LANE
SOUTH YARMOUTH, MA
PROPOSED EXTERIOR,
ELEVATIONS
DATE: 8/23/11
JOB NO: SE -07-11—D
DRAWN BY:
CHECKED BY:
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120 PAGE 119-F2
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13230 PAGE 165
ASSESSORS'
MAP 1 18 PARCEL 46.2
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EXISTING CONTOUR
32
PROPOSED CONTOUR
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EXISTING CONDITIONS PLAN
19 CENTERBOARD LANE, 50UT1 YARMOUTH, MA
J.M. OTEILLY & ASSOCIATES, INC.
%}5 Professional Engineering & Land Surveying Services
VV 1573 Main Street - Route 8A
P.O. Boa 1773
(608)898-8801 Office Brewster, MA 02631 (608)898-8802 Paz
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12/28/11
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Seven Mills
Foundation
FIVE BEDROOM GROUP HOME
19 CENTERBOARD LANE
SOUTH YARMOUTH, MA
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D E S I G N
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124 Grove Stet Suite 301 Franklin, MA 02038
Tet (5CE520-2065 Far. (508) 520-2091
Copyright
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19 CENTERBOARD LANE
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D E S I GIN
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124 Grove Street Suite 301 Frankft, MA 0203B
Tel: (508) 520-2065 Fac (508) 520-2091
Copyright
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TOP OF PLATE HOUSE
TOP OF PLYWOOD FIRST FLOOR
O
--TOP OF-CRAWLSPACE MUD -SLAB
-70P OF SLAB BASEMENT._ .—..- —
FIVE BEDROOM GROUP HOME
19 CENTERBOARD LANE
SOUTH YARMOUTH, MA
D E S I GIN
ZrKiw�ure- Interiors =const�ruction Management
124 Grove Street Suite 301 Frankft, MA 0203B
Tel: (508) 520-2065 Fac (508) 520-2091
Copyright
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— -TOP OF SLAB BASEMENT - _.- __ i
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TOP OF PLYWOOD FIRST FLOOR
____ 0-1*_
tl,AIB WAGE
GROUP,
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Architecture * Interiors - Construction Management
124 Grove Street Suite 301 Franift MA 0203B
Tel: (508) 520-2065 Fax: (508) 520-2091
Copyright
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Foundation
GABLE WINDOW HEAD HEIGHT
TOP OF PLATE HOUSE
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— -TOP OF SLAB BASEMENT - _.- __ i
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19 CENTERBOARD LANE
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GABLE WNDOW HEAD HEIGHT
TOP OF PLATE GARAGE
TOP OF PLYWOOD FIRST FLOOR
____ 0-1*_
tl,AIB WAGE
GROUP,
D
Architecture * Interiors - Construction Management
124 Grove Street Suite 301 Franift MA 0203B
Tel: (508) 520-2065 Fax: (508) 520-2091
Copyright
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FIVE BEDROOM GROUP HOME
19 CENTERBOARD LANE
SOUTH YARMOUTH, MA
L �.2
D= S I G N
Architecture • Reriors • Construction Management
124 Grove Stret Suite 301 Franklin, MA 02038
Tel: (508) 20-2065 Fax: (508) 520-2091
DEC302n11 APPR®VI
`lARMOUrH
040 K+NG'S "IGF+WAY JAN 10 201
YARMOUTH
OLD KING'S Ha
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Foundation
FIVE BEDROOM GROUP HOME
19 CENTERBOARD LANE
SOUTH YARMOUTH, MA
L �.2
D= S I G N
Architecture • Reriors • Construction Management
124 Grove Stret Suite 301 Franklin, MA 02038
Tel: (508) 20-2065 Fax: (508) 520-2091
DEC302n11 APPR®VI
`lARMOUrH
040 K+NG'S "IGF+WAY JAN 10 201
YARMOUTH
OLD KING'S Ha
Jr -Ari �
Copyright
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PVC DECORATIVE SUPPORT BRACKETS TO BE BL -2672 AS
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Tel: (508) 520-2065 Far. (508) 520-2091
Copyright
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Seven Hills
Foundation
FIVE BEDROOM GROUP HOME
19 CENTERBOARD LANE -
SOUTH YARMOUTH, MA
r- 1-51/2' r'
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NOM.
PVC DECORATIVE SUPPORT BRACKETS 70 BE PL -2672 AS
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10/7/11
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SK2.2 J ����
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D E S I G N
Arc7it�ecure- Interiors =Const=udon Management
124 Glove SIrK Suite 301 Franklin, MA 0203$
Tel: (508) 520-2065 Far. (508) 520-2091
Copyright
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TOP OF CRAWLSPACE MUD SLAB
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - -
12/28/11
Left Side Elevation
I I
0 1 2 4 8 FEET
Seven Hills
Foundation
FIVE BEDROOM GROUP HOME
19 CENTERBOARD LANE
SOUTH YARMOUTH, MA
1'-5 1/-1
NOTE:
PVC DECORATIVE SUPPORT BRACKETS TO BE BL -2672 AS
MANUFACTURED BY ARCHITECTURAL ELEMENTS 1-800-399-0268
' 2 Decorative Bracket
0 2 4 8 16 INCHES
D I S I G N
Architecture * In?6ors - Construction Management
124 Grove Stree Sule 301 Franklin, MA 02038
Tel- (508) 53-2065 Far. (508) 520-2091
RECEIVED
DEC `0 2011
I)- Am,
Copyright
Th. *Q.." d 01 .0w, the ..Clvajro propwty of Group 7
D"Ig.. he and Ks C..1kQ0& AR light, and p&6gm ae
rwwwd by th. OWgn t..
Thew drmhw shol n.t be Qpliwild withwt Prbr erlttm
Patn6w- of Group 7 0..iy h'.
APPROVED
JAN 10 2012
G'S
.�I
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - -
12/28/11
Left Side Elevation
I I
0 1 2 4 8 FEET
Seven Hills
Foundation
FIVE BEDROOM GROUP HOME
19 CENTERBOARD LANE
SOUTH YARMOUTH, MA
1'-5 1/-1
NOTE:
PVC DECORATIVE SUPPORT BRACKETS TO BE BL -2672 AS
MANUFACTURED BY ARCHITECTURAL ELEMENTS 1-800-399-0268
' 2 Decorative Bracket
0 2 4 8 16 INCHES
D I S I G N
Architecture * In?6ors - Construction Management
124 Grove Stree Sule 301 Franklin, MA 02038
Tel- (508) 53-2065 Far. (508) 520-2091
RECEIVED
DEC `0 2011
I)- Am,
Copyright
Th. *Q.." d 01 .0w, the ..Clvajro propwty of Group 7
D"Ig.. he and Ks C..1kQ0& AR light, and p&6gm ae
rwwwd by th. OWgn t..
Thew drmhw shol n.t be Qpliwild withwt Prbr erlttm
Patn6w- of Group 7 0..iy h'.
APPROVED
JAN 10 2012
G'S
Existing Vegetation to Remain
3 Green Giant Arborvitae
1 Blue Maid Holly _, =
Bark Mulch
o i
do
f
s~
Bark
1
Bark Mulch
3 Green Giant Arborvitae
r -%`r 5 Leyland Cypress –\
Bark Mulch
2 Compact Pink Rho
— 2 Spreading Yew
/— i White Azalea
Remove Oak
k t Pink Magnolia
e Proposed Driveway
r 1 October Glory
Proposed
Patio 5 Heller Japanese holly
1 Spreading Yew --�
3osed House
PJM Rhododendron
Japanese holly
ise–of–Sharon –�
iodendron
Ilue Holly –�
Loam & Seed
1 Aristocrat Pear
3a
0
Lawn Jae
Loam & Seed
3 Double Blue Hydrangea
Loam & Seed
. 1 Blue Maid Holly
2 Gold Flame Spiroa
October Glory Maple
1 October Glory Maple
Existing Lawn
Existing Lawn f
1 O
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a
istn9 poved OnveaaY O
O
Landscape Plan
19 Centerboard Lane
South Yarmouth
By: Philip L. Cheney 508-394-1373
Scale: 1" = 20'-0" 12/27/2011
RECEIVED
DEC 3 0 2011
YARMOUTH
OLD KIN(LS HIGHWAY
)�-A1i(s
*4 PEP - t r--
JAN 10 2012 t
Plant
List
Quantity
Scientific Name
Common Name
Planting Size
3
Acer rubrum 'October Glory'
October Glory Maple
2-2.5' Cal.
•1
Azalea Delaware Valley White
White Azalea
3–Gal
+5
Cuprossocyporis leylandel
Leyland Cypress
5-6'
1
Hibiscus syriacus 'Ardens'
Violet Rose–of–Sharon
7–Gal
3
Hydrangea macrophylia Nikko Blue
Double Blue Hydrangea
3–Gol
*2
Ilex crenota 'Compacta'
Dwarf Japanese holly
3–Gol
*5
Ilex crenato 'Hellen'
Heller Japanese holly
3–Gal
*2
Ilex mos. Blue Maid
Blue Maid Holly
3-3.5'
•1
Ilex mos. Blue Prince
Male Blue Holly
3-3.5'
1
Magnolia loebnerl Leonard Messel
Pink Magnolia
5-6'
'Aristocrat'
1
Pyrus calleryono
Aristocrat Pear
2-2.5' Cal.
•2
Rhododendron PJM
PJM Rhododendron
3–Gal
+2
Rhododendron Scintillation
Compact Pink Rhododendron
24-30'
2
Spiraea Gold Flame
Gold Flame Spiroa
3–Gal
LSeed\
•3
Texus media densiformis
Spreading Yew
18-24'
*12
Thula plicoto Green Giant
Green Giant Arborvitae
5-6'
denotes evergreen plants.
Note: Plants are illustrated at a mature size.
Plants will appear smaller when
planted and,
with normal growth, should reach size shown
in 5-6 years. Plant each according to
center to center spacing as shown.
Plant trees and shrubs In planting holes 3x the
rootball width with sloped sides.
Bockfill with plant
mix including loom and composted cow manure.
Mulch planted beds and disturbed areas with
2-3' shredded pine bark mulch.
k t Pink Magnolia
e Proposed Driveway
r 1 October Glory
Proposed
Patio 5 Heller Japanese holly
1 Spreading Yew --�
3osed House
PJM Rhododendron
Japanese holly
ise–of–Sharon –�
iodendron
Ilue Holly –�
Loam & Seed
1 Aristocrat Pear
3a
0
Lawn Jae
Loam & Seed
3 Double Blue Hydrangea
Loam & Seed
. 1 Blue Maid Holly
2 Gold Flame Spiroa
October Glory Maple
1 October Glory Maple
Existing Lawn
Existing Lawn f
1 O
r✓ J
a
istn9 poved OnveaaY O
O
Landscape Plan
19 Centerboard Lane
South Yarmouth
By: Philip L. Cheney 508-394-1373
Scale: 1" = 20'-0" 12/27/2011
RECEIVED
DEC 3 0 2011
YARMOUTH
OLD KIN(LS HIGHWAY
)�-A1i(s
*4 PEP - t r--
JAN 10 2012 t
SOIL TEST LOGS
TEST HOLE I: EL= N/A
DEPTH FROM
SURFACE
(INCHES)
5111L
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUN5EW
SOIL OTHER
MOTTLING
0-9"
A
LOAMY SAND
I OYR 413
NONE
9-1 6"
B
SANDY LOAM
I OYR 5/G
NONE -
1G -3G"
C 1
SAND
I OYR 6 6
NONE
36-1 48"
C2
SAND -
22.5Y GIG
NONE
50UTH YARMOUTH,
SYSTEM DESIGN CALCULATIONS:
SEWAGE DESIGN FLOW: -
5. BEDROOM DWELLING @ I 1 0 GPD = 550 GPD: x 6S
CB FND
LEACHING CAPACITY REQUIRED: -
5 BEDROOMS (MAX.) @ J 10 GPD =.550 GPD REQUIRED
SEPTIC TANr CAPACITY REQUIRED:
DAILY FLOW = 550 GPD @ 2 T,- I 100 GAL. REQUIRED 68
SEPTIC TANK CAPACITY PROVIDED:
1 500 GALLON FAST READY SEPTIC TANK'(ALLOWED PER GENERAL USE PERMIT)
LEACHING CAPACITY PROVIDED:
TEST HOLE 2: EL= N/A ONE (I) 42'X 12 83'X 2 O' LEACHING CHAMBER CAN LEACH
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUN5EW
501L OTHER
MOTTLING
0-1 I"
.A
LOAMY SAND
5YR 411
NONE
1 1 -27"
B
LOAMY SAND
2.5Y 5/4
NONE
27-G7"
Cl
LOAMY SAND
I OYR 5/8
NONE
G7-144"
C2
SAND
2.5Y G/3
NONE
Vt=[(42 X 12.53) + (42 X 2.0)2 + (12.53 X 2.(D)21 X 0.74 GPD/5F=561 .05 GPG.
561 GPD>550 GFD REQUIRE Dx - - 652 -
NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH TH15 DESIGN.
INSTALL:
ONE ( I) - HIGHSTRENGTH FAST 1.0 DENITE SYSTEM (INTERNAL MOUNT) TO BE INSTALLED IN -
: A 1 500 GALLON 0.9 FAST TANK MANUFACTURED BY 5HOREY PRECAST
ONE (1) -4 OUTLET DISTRIBUTION BOX (H-20 Rated) Q ONE (1) - 1,500 GAL PUMP CHAMBER WITH PUMP AND ALARMS - x 65.6
TOUR (4) - 500 GALLON LEACH CHAMBERS WITH 4 OF STONE ALL AROUND
ZONING TABLE
ZONE: (RESIDENTIAL)
R-40
FRCNT YARD SETBACK
30 FEET
SIDAND. REAR YARD SETBACKS
20 FEET
BUIIDING COVERAGE
25%
PR(1`05ED BUILDING COVERAGE:
HO! SE AREA (INCLUDING DECKS)
X 100
LOT AREA
3,447 S.F. X.100 = 7.3%
47, 1 1 1 S.F.
qe MA
CENTERBOARD��
LANEF
LOCUS �aE
N. DENNIS ROAD
N
DATE OF TESTING: 8/10/00
NOT TO SCALE
PERCOLATION RATE: LESS THAN 2 MI WW CH IN "C I" LAYER TP #2 4 "C2 LAYER IN TP# 1. O
WITNESSED BY: CRAIG FIELD, EIT, 55C GROUP - - - ~ : -
CHARLOTTE STEIFER, AGENT, BARNSTABLE COUNTY
PLAN BOOK 1 20 PAGE 1. 19-1`2
NO WATER ENCOUNTERED O p DEED BOOK 13230 PAGE I G5
USE A LOADING RATE OF 0.74 GPD/5F `Oh SIZING OF 501L ABSORPTION SYSTEM.
w ASSES50R5' MAP 1 1 8 PARCEL 4G 2
'5EE SOIL 5UITA13IUTY ASSESSMENT FOR ON-SITE SEWAGE DISPOSAL FORM DATED 8/ 10/00
ON FILE AT THE YARMOUTH 80APD Of HEATH FOR TEST PIT LOCATIONS
x 60.9 x68.3 y
- U)
aj
LEGEND
Mt) I INC7 C.1JN I(.)UK
O� 32 PROPOSED CONTOUR
X 2.3A EXISTING SPOT GRADE
2� 62 24x5 PROPOSED SPOT GRADE
-W- WATER SERVICE LINE
-D- OVERHEAD UTILITY SERVICE
-U- UNDERGROUND UTILITY SERVICE
-G- GAS SERVICE LINE
x 67. 1P
x 63.0
x 67.4 LOT 38 5r SEPTG TANK
Area= 47,1 1 1 SF --t �j OB DISTRIBUTION BOX
PROPOSED Q say SOIL ABSORPTION
TRASH BIN
Rese ve RESERVED FOR FUTURE
ENCLOSURE x 6z1 66.3 CKL UTILITY POLE
X hes GG CATCH BASIN
x 6 "Cr FIRE HYDRANT
Existing Underground Invl9ble Dog Fence 6b 65WELL
To Bc Relocated Along Property Line " 7 \ �o DRAINAGE MANHOLE
679 a ��5 �cj ■ CONCRETE BOUND, FOUND
66.8 - - - - - - - - - _ 6a.6 �O G\ O��(\� - - TOP OF BANK
LIMIT OF WORK
x 67.0
\ FENCE
t
67.9 66
OF EDGE OF CLEARING
6� 1
ARBORVITAES
64.8\ t 62.9
62.4 _ \ o
ROOF DOWN SPOUTS
// ._. n - \
62 \ \
m _
EG D2
594
2
PROPOSED DOWN SPOUTS ANS 4"AD5 PIPE / / TO x . • x s PROP 00 �. 59.2 '_ 60 \ \
TO COLLECT ROOF RUNOFF A 7 DRAIN TO
PROPCi-�[ir) DRY WELL x
PROPOSED YARD DRAIN- i GRATES
x 58. \
TO BE TIED INTO ROOF DP.a!tJAGE x N\ \
GO x 60.7 g8 �O �kV
\
..-- G VV
30'Oak Tree � • \ -
4.4 x 52. z 56.
U x 50.5
57.1
x 556-i.
x 50.4 _ x 50.5 - \ ...
o= PgfA
rjO B RppO j, 56 5' ' S6 \\ ttw
~58 x 60.5 :%, O F OOM O[.L 55.3 \ -
5
p 60 5' F�Cl/yG ORCh x
.Y .x56.3 -� x51.1
L i
-.uc 55.7u x ,e.a PROPOSED UNDERGROUND
c / / UGCD FIND UTILITIES (ELECTRIC, TV, PHONE)
�\i \ _ ue -41-U 53.1 1
x 57.5 \ 54 - Guy Wire
x 585 / Unlit Pole 3
W - (p -� - x 49.0 52.4 52.6. ,
055.5 / �� h _ 524 11
D-1,2
� 2.1 1
6 x 56.6 �/ 0 Support Is�I I d
x 53.0
4. 5 2 `� 51.5
S8 i
x 3 i
,F5111
S6 S x 518 50.
x 77 52 S .4 59x5 FR P SED x 52.8 / i �l`.x 48. O O F 5 W PROPOSED ISI 2'x G
_ ° Z LEACHING CATCH
SO x 54.2 x 56.6 Y�6` x 4e.9 \38 o BASIN, RIM 152.70 " p
G / ) Sf✓ 48 x 53.4
_ O
,..�/CB FN �F _-. :. 'x\00
C' .,-...- C\ea�^9 �`. x So.9 9.4
49.1 O
-x 64.0II. .._
X , 36:1 3 J� i Lawn 9:e
0
W
I,
APPROVELI
r ,
JAN 10 2012
r
1
YARNIC'UT11
OLD KINGS HICHVr .Y
[Vol223.00' 489 / �+ _
C,r 12' Dlam
\ NO 2 0.4 5105h
N - wn e.'0
LaRevised 12/19/1 1: Changes to gradin and driveway location,
52.4
\\ Q Ab 51.e ' : Revised 12/7/1 I : Changes to houses e, driveway, grading and coverage.
'
\ uteny Dwemny slz SQV 475 Revised 10/1 9/1 1 : Add second soLlEh7rn7etaming wall
\ Revised I O/ I I / I I ; Revised door 1 Ions, lighting, driveway width,
\. - antln s, walk way confi uratlon, r�talnlp wall ,and utilities.
Al
4 ���BEPIGHMARK:
52.2 PLAN Seven I-WIS FOUr1Giation
SCALE I °=20 Top of Concrete Bound ��'
o O , Ly {� EL -18.7 (Assumed datum) 81 HOPE AVENUE, WORCESTER, MA 01 G03
Ali
NO n e� � h ' 3 \ WELL 46.6
fit. A 4 \ 51TE SEWAGE DISPOSAL 5Y5TEM DESIGN
46.4
19 CENTERBOARD LANE, SOUTH YARMOUTH, MA
J.M. OTEILLY & ASSOCIATES, INC.
52.6. 0 20 40 50 - Professional Engineering & Land Snrveying Services
1SqS _ - - 1573 Main Street - Rente BA SCALE I -20 - - P.O. Boa 1773.
-JIi S \ (508)898-8801 Office Brewster, MA 02831x. (508)898-8802 Fax
\ _ DATE: SCALE: BY: CHECK: JOB NUMBER:
\ \ [VAJOB5VHABiTATO9 CENTEKECAID LANEG501 OWG\s5015ite4sd5REV 1 O- 19-1 1 .DWG 9/15/1 1 As Noted KEF/gmb JMO JMC-6501
501L TEST LOGS:
TEST HOLE 1: EL- WA
DEPTH FROM
SURFACE
(INCHES)
501L
HOR12ON
SOIL
TEXTURE
(USDA)
501L
COLOR
(MUN5EW
501L OTHER
MOTTLING
0-9'
A
LOAMY SAND
I OYR 4/3
NONE
-I "
B
5ANDYLOAM
10
NONE
1 G -3G.
Ci
SAND
IOYR GIG
NONE
6-148"
C2
SAND
2.5Y GIG
NONE
120 PAGE i 19-F2
TEST HOLE 2: EL- WA
DEPTH FROM
5URPACE
(INCHES)
501L
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUN5EW
501L OTHER
MOTTLING
()-j I'
A
IOAMY5AND
5YK 4/ 1
NONE
1 1-27*
B
LOAMY SAND
2.5Y 5/4
NONE
7-
I
LOAMY5AND
1 OYR 5/8
NONE
7-144'
C2
SAND
2.5Y G/3
NONE
120 PAGE i 19-F2
DATE OF TESTING: N 1 CY00
PERCOLATION RATE: LE55 THAN 2 MI WINCH IN 'C I' LAYER TP X2 4 "C2' LAYER IN TPk I .
WITNE55ED BY: CRAIG FIELD. EIT, 55C GROUP
CHARLOTTE STEIFER, AGENT, BARNSTABLE COUNTY
NO WATER ENCOUNTERED
USE A LOADING RATE OF 0.74 GPD/SP POR SIZING Or 501L ABSORPTION SYSTEM.
'SEE 501L 5UITABIUTY ASSESSMENT FOR ON-51TE SEWAGE DISPOSAL FORM DATED 8/10/00
ON FILE AT THE YARMOUTH BOARD OF HEALTH FOR TEST PIT LOCATIONS
5Y5TEM DE51GN CALCULATIONS:
SEWAGE DESIGN FLOW:
M DWELLING @ 110 GPD - 550 GPD
LEACHING CAPACITY REQUIRED:
5 BEDROOMS( I I D- 550 GPD REQUIRED
SEPTIC TANK CAPACITY REQUIRED:
IJAI LY L @ - 1100 GAL. REQUIRED
5EPTIC TANK CAPACITY PROVIDED:
1500 GAL-LON FAST M5Z73=TANK (ALLOWED PER GENERAL USE PERMIT)
LEACHING CAPACITY PROVIDED:
N I 42 X I HING CHAMBER CAN LEACH:
Vt-I(42 X 12.53) + (42 X 2.0)2 + (12.83 X 2.0)2) X 0.74 GPD/SF-561 .05 GPD
561 GPD> 550 GPD REQUIRED
NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THIS DESIGN.
INSTALL:
N� E (I) - HIGH5TKENGTH FAST 1.0 DENITE SYSTEM (INTERNAL MOUNT) TO BE INSTALLED IN
A 1 500 GALLON 0.9 FAST TANK MANUFACTURED BY 5HOREY PRECAST
ONE (1) - 4 OUTLET DISTRIBUTION BOX (H-20 Rated)
FOUR (4) - 500 GALLON LEACH CHAMBERS WITH 4' OF STONE ALL AROUND
x 69.7
CB FND
69.3
X 65.2 \ \
6s, \
\�
ZONING TABLE
Revised 10/ 1 1/ I I: R"5ed door Iocation5, I19htin3, driveway width,
ZONE: (RE5IDENTIAL)
R-40
FRONT YARD 5ET13ACK
30 FEET
510E AND REAR YARD SETBACKS
20 FEET
BUILDING COVERAGE
25%
P.O. Boz 1779
(506)896-6601 Office Brewster, MA 02631x (508)898-6602 Fax
PROPOSED BUILDING COVERAGE:
5CALE:
11OU5E AREA (INCLUDING DECKS)
CHECK:
X 100
on cn i
LOT AREA
\
4,580 S.F. X 100 - 9.7%
�
47, 1 1 1 S.F.
�
SOUTH YARMOUTH,
6 MA
CFNTERBOAKD
LANE �lF
LOCUS a
G
N. DENNI5 ROAD
N
NOT TO SCALE
m• 648 x '.i- ' 5T ` a .7 q d d a
-d^-q O \ x
0
62 2 d PROPOSED \ _
6 / x 59.5 DRfYEWAY d---.. ��4 O 59.2 l\
3`
M. o y 5.7
d / O 6 58:6 _
x a.4's' i'aJ" b a•it i ..� ��',Q
56.
Crs� �$KrT,,,i s >x ? yT^ .t
57.1
,•�`� � g A � Y�r'ik ',}"4``t S �+ �'�fs�v �n.� x50.1 0 ` � x S0.
158.6 �y, �i
`'
Cci� t
�„•laly '�!g i'zy• o-aitu.- �\ 55X 60B
55.3
0.0
d r 5��t`+`��� � `,�' +g {� Porch b ua � � a .\ $i.9•.
PROPOSED RETAINING WALL a ay W
TOP OF WALL VARIES
WALL TO BE CONSTRUCTED WITH GREY 5
IDEAL BLOCK OR EQUAL / / �kV ,� s I c
^��-^�� ••"' /�. tM. 4 e+yaeu ° i » w'�i7"'d �+- Y x 50 0 S �®y1. M1 53.1
C� . uy N1fe c
�' /57. x 49.6 \ �urilit Polc 3
.`5j4 t� Ptv-.�r•`sa��y %,+ 49. 52.1
r L'a�
/- �t S 4i'' 4 �+ r nY. 52.4
Support
A
_
�' �_ _� ��:-a �� �•e'r �yr- 3 F4�k � x \ POIC x 53
+a•' tG�TA + ! t x 4. �� 51.5
T'!
1 d
sa
x 51.8 50.7
x 517 52 \ / Q 50.5
4 �.... x /t x � � c
.4 x52.8 48.8
so g2 / / � i Ntl / \\ � ' u 4 �e LLJ
X 56.P P08ED / ��� EM x 48..99 \3B 0I R o x 5M.0
A5
00' 6/Cw�'n'A' \'• 'q 49.4 Q
+/ 'a / .49.1 Q
147.0\ \ `h K5 . / / 49:2X 429 O
1 &}13- Lawn IS
AL1
`-
m 2�3.OQ' Ya+ .tet • . V 48.9 PZ 0
S� • • , / 1 2' Dum
4 G
Bush V
xe.o '
Law" 9.
%•: i.-:� 52A '
-�butirng Dwef ` •. •
j Lng% 512 50 ... X48.7 u 47.5
„ ! 522 PLAN BENCHMARK:
! � Z
r 4PROx r
! SAS b
r -
I ! ! 5
=2E' Top C` Concrete Bound 4&
EL -43.7 (Assumed datum)
46.6
46.4
52b 0 20 40 GO
SCALE 1'=2(Y
THE LAYOUT AND DIMENSIONS OF THE
PROPOSED DWELLING HAVE BEEN TAKEN
FROM THE PLAN DATED G/ I/ I I,
PREPARED BY GROUP 7 DE51GN
PROPOSED LIGHT
POLE (TYPICAL)
- PROPOSED UNDERGROUND
UTILITIES (ELECTRIC, TV, PHONE)
_,x 52.6
PROPOSED 12'x G'
LEACHING CATCH
BASIN, RIM 50.0
Revised 10/ 1 9/ 1 1: Add Second southern retaining wall.
Revised 10/ 1 1/ I I: R"5ed door Iocation5, I19htin3, driveway width,
lantin5, walk way conficluration, retaining walls, and utdltle5.
Seven H1115 Foundation
81 HOPE AVENUE, WORCESTER, MA O 1603
51TE t 5EWAGE D15PO5AL SYSTEM DESIGN
19 CENTERBOARD LANE, SOUTH YARMOUTH, MA
J.M. OTEILLY & ASSOCIATES, INC.
Professional Engineering k Land Surveying Services
Ilk
P.O. Boz 1779
(506)896-6601 Office Brewster, MA 02631x (508)898-6602 Fax
\
5CALE:
BY:
CHECK:
I JOB NUMBER:
on cn i
A- kt-. -.l
\
I\An
�
�
PLAN BOOK
120 PAGE i 19-F2
DEED BOOK
13230 PAGE I G5
\\
\
ASSESSORS'
MAP 1 18 PARCEL 4G.2
x 60.9
I t x 68.3
1 /
O
C8
LEGEND
/
x 62.e
-}--
EXISTING CONTOUR
32
PROPOSED CONTOUR
x.2.34
EXISTING SPOT GRADE
24x
PPOP05ED SP
w5
WATTERSERVICELNRADE
UTILITY-0- OVER�IEAD ERVICE
-o-
UUND RGROUNDTILITYSERVICE
-G-
TP
GAS SERVICE LINE
x 63.0
/
/ x 67.
0
TEST HOLE /BORING LOCATION
/
x 67,4 LOT 38
5T
SEPTIC TANK
/
Area= 47.1 1 1 SF± ��
DB
DISTRIBUTION BOX
SAS
501L AB50RPTION SYSTEM
x 67.1
Reserve
RESERVED FOR FUTURE
/
W
66.3
co�
UTILITY POLE
X 66.2
®
CATCH BASIN
/ x 67J.-
6 r
0.
<
66
PROPOSED LEACHING
CHAMBER
FIRE HYDRANT
Existing Underground In"5lble Dog Fence
I
,G 6
4
®
WELL
To Be Relocated Along Property Line + 6�
d 70� 0
0
DRAINAGE MANHOLE
x{679 x
■
CONCRETE BOUND, FOUND
�2
x 66.8 ® 1
64.6
- 1 -
TOP OF BANK
d�L- ®
-x-x-
LIMIT OF WORK
d
PROPOSED
FENCE
+
°
d f, :
RETAINING WALL
EDGE OF CLEARING
\ 4s
_F
- y3 @,r's, d
ARBORVITAE5
64.8
�
62.1 -�-
m• 648 x '.i- ' 5T ` a .7 q d d a
-d^-q O \ x
0
62 2 d PROPOSED \ _
6 / x 59.5 DRfYEWAY d---.. ��4 O 59.2 l\
3`
M. o y 5.7
d / O 6 58:6 _
x a.4's' i'aJ" b a•it i ..� ��',Q
56.
Crs� �$KrT,,,i s >x ? yT^ .t
57.1
,•�`� � g A � Y�r'ik ',}"4``t S �+ �'�fs�v �n.� x50.1 0 ` � x S0.
158.6 �y, �i
`'
Cci� t
�„•laly '�!g i'zy• o-aitu.- �\ 55X 60B
55.3
0.0
d r 5��t`+`��� � `,�' +g {� Porch b ua � � a .\ $i.9•.
PROPOSED RETAINING WALL a ay W
TOP OF WALL VARIES
WALL TO BE CONSTRUCTED WITH GREY 5
IDEAL BLOCK OR EQUAL / / �kV ,� s I c
^��-^�� ••"' /�. tM. 4 e+yaeu ° i » w'�i7"'d �+- Y x 50 0 S �®y1. M1 53.1
C� . uy N1fe c
�' /57. x 49.6 \ �urilit Polc 3
.`5j4 t� Ptv-.�r•`sa��y %,+ 49. 52.1
r L'a�
/- �t S 4i'' 4 �+ r nY. 52.4
Support
A
_
�' �_ _� ��:-a �� �•e'r �yr- 3 F4�k � x \ POIC x 53
+a•' tG�TA + ! t x 4. �� 51.5
T'!
1 d
sa
x 51.8 50.7
x 517 52 \ / Q 50.5
4 �.... x /t x � � c
.4 x52.8 48.8
so g2 / / � i Ntl / \\ � ' u 4 �e LLJ
X 56.P P08ED / ��� EM x 48..99 \3B 0I R o x 5M.0
A5
00' 6/Cw�'n'A' \'• 'q 49.4 Q
+/ 'a / .49.1 Q
147.0\ \ `h K5 . / / 49:2X 429 O
1 &}13- Lawn IS
AL1
`-
m 2�3.OQ' Ya+ .tet • . V 48.9 PZ 0
S� • • , / 1 2' Dum
4 G
Bush V
xe.o '
Law" 9.
%•: i.-:� 52A '
-�butirng Dwef ` •. •
j Lng% 512 50 ... X48.7 u 47.5
„ ! 522 PLAN BENCHMARK:
! � Z
r 4PROx r
! SAS b
r -
I ! ! 5
=2E' Top C` Concrete Bound 4&
EL -43.7 (Assumed datum)
46.6
46.4
52b 0 20 40 GO
SCALE 1'=2(Y
THE LAYOUT AND DIMENSIONS OF THE
PROPOSED DWELLING HAVE BEEN TAKEN
FROM THE PLAN DATED G/ I/ I I,
PREPARED BY GROUP 7 DE51GN
PROPOSED LIGHT
POLE (TYPICAL)
- PROPOSED UNDERGROUND
UTILITIES (ELECTRIC, TV, PHONE)
_,x 52.6
PROPOSED 12'x G'
LEACHING CATCH
BASIN, RIM 50.0
Revised 10/ 1 9/ 1 1: Add Second southern retaining wall.
Revised 10/ 1 1/ I I: R"5ed door Iocation5, I19htin3, driveway width,
lantin5, walk way conficluration, retaining walls, and utdltle5.
Seven H1115 Foundation
81 HOPE AVENUE, WORCESTER, MA O 1603
51TE t 5EWAGE D15PO5AL SYSTEM DESIGN
19 CENTERBOARD LANE, SOUTH YARMOUTH, MA
J.M. OTEILLY & ASSOCIATES, INC.
Professional Engineering k Land Surveying Services
1573 Main Street - Route 6A
P.O. Boz 1779
(506)896-6601 Office Brewster, MA 02631x (508)898-6602 Fax
DATE:
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BY:
CHECK:
I JOB NUMBER:
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