HomeMy WebLinkAboutC2 Site Layout PlanZONING:
ZONING DISTRICT: R-40
REQUIREMENTS:
666,507 SF±
LOT AREA:
40,000 SF
FRONTAGE:
150 FEET
FRONT SETBACK:
30 FEET
SIDE SETBACK:
20 FEET
REAR SETBACK:
20 FEET
BUILDING COVERAGE:
25%
SINGLE FAMILY CLUSTER
DEVELOPMENT REQUIREMENTS:
CLUSTER CALCULATIONS:
TOTAL LOT AREA:
666,507 SF±
WETLAND AREA:
545 SF±
TOTAL UPLAND AREA:
665,962 SF±
AREA UNDER EASEMENT:
120,098 SF±
10% OF EASEMENT AREA:
12,009 SF±
TOTAL AREA FOR CLUSTER:
20 FEET
AVAILABLE LOT AREA =
(665,962- 120,098) + 12,009
OPEN SPACE:
= 557,873 SF±
NUMBER OF LOTS ALLOWED: 557,873 / 40,000 = 13.95 - 14 LOTS
LOT AREA:
10,000 SF
LOT WIDTH AT BLD'S:
100 FEET
FRONTAGE:
100 FEET* (50' IF 100'x100' SHAPE CAN FIT)
FRONT SETBACK:
25 FEET
SIDE SETBACK:
12 FEET
REAR SETBACK:
20 FEET
LOT COVERAGE:
25%
OPEN SPACE:
30% MINIMUM
PER YARMOUTH ZONING BYLAWS, SECTION 402.7.3- DIMENSIONAL REQUIREMENTS:
*'THE MINIMUM REQUIRED FRONTAGE MAYBE REDUCED TO FIFTY (50) FEET IF
THE LOT IS CAPABLE OF CONTAINING A SQUARE, EACH SIDE OF WHICH IS 100 FT. NO
POINT OF ANY SIDE OF THE REQUISITE SQUARE SHALL EXCEED A DISTANCE FROM THE
STREET GREATER THAN 250 FEET.'
'SETBACK FROM BOUNDARY OF DEVELOPMENT NO DWELLING WITHIN A
CLUSTER DEVELOPMENT MAY COME CLOSER TO THE BOUNDARY OF THE
DEVELOPMENT THAN FIFTY (50) FEET. NO ACCESSORY STRUCTURE SHALL BE PLACED
WITHIN 30 FEET OF THE FRONT LOT LINE, WITHIN 10 FEET OF A SIDE LOT LINE, OR O
WITHIN 12 FEET OF ANY OTHER BUILDING. ACCESSORY STRUCTURES OF UP TO 150 /
SQUARE FEET MAY NOT BE PLACED CLOSER THAN 10 FEET FROM A REAR LOT LINE.
ACCESSORY STRUCTURES OF 150 SQUARE FEET OR MORE MAY NOT BE PLACED \
CLOSER THAN 20 FEET FROM A REAR LOT LINE.' `
�, el
nark of Berm
Edge of Pavement
—� o erm
Lo
/ 142.24' 138.17'p o ----------------
o b Driv
_ _ N +1 I _
_ 0 _ _ _
I
LOT 7 " " / 32.64 — — _
rn ° / 4 45
z ' � ^
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25.2'±I 13,187 S F± 2 o I
M
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OPEN S PACE 66.2'±I o �; m
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LU
TOTAL AREA = 238,328 SF± oat°`�� I rN
m o Q
I O
(n WETLAND = 545 SF± 46.6'± Q
�I UPLAND = 237,783 SF± I I -- + 46 70. 25' C
60
I
—� ' T 8, M M
L__ 2 0 SF± I 4626' M I ti T v 24.1'±
— ' I 30.0'± o D
87.18 4b zo o
w
^ J
LLJ O T
0 � LL �
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21 ± / 92.05 I ry
i
1 ` � OT 1 0 _
/ zo m
11,425 SF
46 3 ,n +i
3' m 96.38'
\ 42.9± 96.91' Y i i 3_ �° ----- 52.5't
3q 3 X / vti z +1 o
0�0: \43700, —��\ ^ °N P� I 30.0'± w�
F� \ o, _ LOT 2
o 3 g 0 16,171 SF±
60.0'± ti
OPEN SPACE CALCULATIONS:
LOT 1
11,425 SF±
LOT 2
16,171 SF±
LOT 3
14,070 SF±
LOT 4
16,755 SF±
LOT 5
18,856 SF±
LOT 6
20,567 SF±
LOT 7
13,187 SF±
LOT 8
23,079 SF±
LOT 9
21,595 SF±
LOT 10
16,034 SF±
LOT 11
13,630 SF±
LOT 12
20,691 SF±
LOT 13
17,360 SF±
LOT 14
23,244 SF±
TOTAL:
246,664 SF±
ROAD AREA: 48,694 SF±
EASEMENT OUTSIDE OF LOTS (TOTAL): 24,732 SF±
TOTAL OF ROAD, EASEMENTS AND LOTS: 320,090 SF±
OPEN SPACE PROVIDED: (557,873- 320,090) = 237,783 SF±
(237,783 / 557,873) X 100% = 42.6%± > 30% MIN
SHAPE KEY:
I-
100' x 100' SHAPE REQUIREMENT
J
O°
DWELLING FOOTPRINTS (AS SHOWN) = 46'x 28' Q�
SEWAGE SYSTEM KEY e
33.5' x 12.83' x 2.0' LEACH CHAMBERS
SOIL ABSORPTION SYSTEM- 4 BR
(2) 49.0' x 2.0' x 2.0' LEACHING TRENCHES
SOIL ABSORPTION SYSTEM- 4 BR
0 1500 GALLON SEPTIC TANK
YARMOUTH,
MA
NOT TO SCALE
PLAN BOOK 326 PAGE 22
ROUTE 6A 1895 S.H.L.O PLAN, SHEET 8
DEED BOOK 2776 PAGE 322
ASSESSORS' MAP 125 PARCEL 39
LEGEND
32
EXISTING CONTOUR
32
PROPOSED CONTOUR
X12.34
EXISTING SPOT GRADE
24x5
PROPOSED SPOT GRADE
_W_
WATER SERVICE LINE
—E—
UNDERGROUND ELECTRIC SERVICE
e
TEST HOLE / BORING LOCATION
ST
SEPTIC TANK
DB
DISTRIBUTION BOX
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0 50 100 150
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G:\AAJobs\THE DAVENPORT COMPANY -ROUTE 6A-YARMOUTHPORT\DWG\Definitive Site Plans.dwg
Top of Concrete Bound
Mass. Coord. System:
N: 2720127.39
E: 1007783.51
NAVD88 Datum:
EL=29.1±
,-.AVC B,
FND C 2
THE DAVENPORT COMPANIES
20 NORTH MAIN STREET, YARMOUTH, MA
SITE LAYOUT PLAN
LOT 2- ROUTE 6A- YARMOUTH -PORT, MA
J.M. O'REILLY & ASSOCIATES, INC.
Professional Engineering & Land Surveying Services
1573 Main Street - Route 6A
P.O. Box 1773
(508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax
DATE: SCALE: BY: CHECK: JOB NUMBER:
8/31/2022 As Noted RFR JMO JMO-8807
Top of Mass Highway Bound
SAS
SOIL ABSORPTION SYSTEM
Mass. Coord. System:
N: 2720847.75
Reserve
�
RESERVED FOR FUTURE
UTILITY POLE
E: 1006864.30
NAVD88 Datum:
®
CATCH BASIN
Qa
EL=53.4±
27
0
FIRE HYDRANT
DRAINAGE MANHOLE
Back of Berm �
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CONCRETE BOUND, FOUND
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LIMIT OF WORK
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18,856 SF_ /
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ELECTRICAL EASEMENT
180' WIDE \ 13520
•
100 -Loge � -
-
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1
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/ to ated wetland
/ EdSe of VeS wetlands Layer)
Mass GIS DEP
LI
—
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200.21'
0 50 100 150
SCALE 1" = 50'
G:\AAJobs\THE DAVENPORT COMPANY -ROUTE 6A-YARMOUTHPORT\DWG\Definitive Site Plans.dwg
Top of Concrete Bound
Mass. Coord. System:
N: 2720127.39
E: 1007783.51
NAVD88 Datum:
EL=29.1±
,-.AVC B,
FND C 2
THE DAVENPORT COMPANIES
20 NORTH MAIN STREET, YARMOUTH, MA
SITE LAYOUT PLAN
LOT 2- ROUTE 6A- YARMOUTH -PORT, MA
J.M. O'REILLY & ASSOCIATES, INC.
Professional Engineering & Land Surveying Services
1573 Main Street - Route 6A
P.O. Box 1773
(508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax
DATE: SCALE: BY: CHECK: JOB NUMBER:
8/31/2022 As Noted RFR JMO JMO-8807