HomeMy WebLinkAboutC2 Site Layout PlanYARMOUTH,
ZONING:
ZONING DISTRICT: R-40
REQUIREMENTS:
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:
AVAILABLE LOT AREA =
(665,962- 120,098) + 12,009
= 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.'
nark of Berm
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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
13,197 SF±
LOT 8
22,792 SF±
LOT 9
22,508 SF±
LOT 10
15,459 SF±
LOT 11
13,757 SF±
LOT 12
20,711 SF±
LOT 13
17,360 SF±
LOT 14
23,244 SF±
TOTAL:
246,872 SF±
ROAD AREA: 48,694 SF±
EASEMENT OUTSIDE OF LOTS (TOTAL): 25,026 SF±
TOTAL OF ROAD, EASEMENTS AND LOTS: 320,592 SF±
OPEN SPACE PROVIDED: (557,873- 320,592) = 237,281 SF±
(237,281 / 557,873) X 100% = 42.5%±> 30% MIN
SHAPE KEY:
I-
100' x 100' SHAPE REQUIREMENT
J
00
DWELLING FOOTPRINTS (AS SHOWN) = 46' x 28' Q�
SEWAGE SYSTEM KEY
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
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
E
Top of Mass Highway Bound
SAS
SOIL ABSORPTION SYSTEM
Mass. Coord. System:
N:2720847.75
Reserve
cob
RESERVED FOR FUTURE
UTILITY POLE
E: 1006864.30
NAVD88 Datum:
®
CATCH BASIN
Qa
EL=53.4±
17
®
FIRE HYDRANT
DRAINAGE MANHOLE
Back of Berm �
■
CONCRETE BOUND, FOUND
CLTO CL)
_ _ _ _ — Paved
-----_-_-_
—X—X—
LIMIT OF WORK
FENCE
T 401.09'TOHOCKANOMRD( -_-
Drive
�—_----_
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GUARDRAILS
(40 Wide-StateHighway)�
EDGE OF CLEARING
FND
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SIGHT EASEMENT
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13,197 SF±
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TOTAL AREA = 237,826 SF±
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WETLAND = 545 SF±
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46.6'±
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UPLAND = 237,281 SF±
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20,711 SF± SF± I
20 \ m o 15,459 SF± I 1 06
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25' �k F�� sue, ti ti ��_ w o1 3 0 14, 0 SF±
LOT 13 ti �� � / _ � oOPE E P, I m
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17,360SF± P�� ti.�P/// 1 �, �T �2 142.84
FUTURE SEWER A73'35 EASEMENT
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/ 3+50 c�
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100.12 ,
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2 3, 244 S ± E`vNG 16,7 S F± /
4jo� Z2.36'
32.8/+ C -
11421` o
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/
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46R DWELLING l l o
TOF EL=65.0± l / / 41.4'+
\ 41111 p
WELLING l �
/ M LOT �2.1 �+ / / TOF EL_65.0±
20 /i li 3f.S'+ o EIL
°EEN STREET
0 LOT S / (40'Town Way)
18,856 SF
122.36' ` � � — / / + / � _ /
— 3 /
W W� W— /— 122 36, - -
W /
J
W —W W o OF YARMOU
—
WITH WATER EASEMENT
—
ELECTRICAL EASEMENT
180' WIDE \ 13526
•
91
10°.fore � -
-
-
-
-
1
/ to ated wetland
i, (per ass s GIS DEP wetlands Layer) `
01/1
I.
Ali, .li,
—
—
—
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±
�C B,
FND C2
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:
10/19/2022 As Noted RFR JMO JMO-8807