HomeMy WebLinkAbout5060 7 Duck Pond Rd Site Plan Proposed 09.26.23LEGEND
NOTES
-- 99 — EXISTING CONTOUR
1. DATUM 1S
X 99.1 EXIST. SPOT ELEV.
2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
--[99]— PROPOSED CONTOUR
PURPOSE.
198.4] PROPOSED SPOT EL.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (811) AND VERIFYING THE LOCATION OF ALL
TH1
UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
TEST HOLE
COMMENCEMENT OF WORK.
2% SLOPE OF GROUND
-
4. EXISTING SEPTIC LOCATION PER TIE -CARD ON FILE
WITH TOWN.
C-0b UTILITY POLE
FIRE HYDRANT
-
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING
> 69.3
A
oy � � pOND 62 LOCUS MAP
62 SCALE 1 "=2000'f
60 6j 6°0 62.2
MB Aso ASSESSORS MAP 114 PARCEL 128
6 6,3 4„ L=28. q, e 61.7 LOCUS IS WITHIN FEMA FLOOD ZONE X
2 61p .75 Goo ®® o x (AREA OF MINIMAL FLOOD HAZARD) AS
_``_59 ® 12" F 1 41'
b ®O Y SHOWN ON COMMUNITY PANEL #25001 CO578J
20" ® 621
18„ o ¢ DATED 7/16/2014
PAVED , L_4 39' -'
10» 8
6" DRIVE LOT AR
12,77 S.
0 0 LAWN 'w v
X 20" 10" - 1a o xw ZONING SUMMARY
57 ® \
6 `` 62 �1y ZONING DISTRICT: R-40 DISTRICT
REQUIRED:
61 EXISTING: PROPOSED:
x 14 M °' 000 S.F. 12,777 S.F. 12,777 S.F.
---- '
14�' CONC
2 .0> C• �-x MIN.LOT SIZE 40,
ARAGE o MIN. LOT FRONTAGE 150' 159.05' 159.05'
O 60 0 MIN. FRONT SETBACK 30' 31.2' 31.2'
h� MIN. SIDE SETBACK 20' 15.2' 15.2'
59 EXISTING DWELLING PROP. MIN. REAR SETBACK 20' 24.4' 24.4'
\ /55 20.0' 58 T.O.F ELEV. = 62.6 SECOND x 2 .4'
<d p°' S7 FFLR = 63 6 STORY MAX. BUILDING COVERAGE 25� 16.2�
�53 156 #7 ADDITON 51 MAX. BUILDING HEIGHT 35' 19.2' 21.9'
52 39 S PROP. 56 x
DECK c 5 SITE IS LOCATED WITHIN THE AQUIFER PROTECTION OVERLAY DISTRICT
37• , g _
51 LAWN DECK I
--- h AVERAGE NATURAL GRADE AT THE STREET - 61.6
LAWN
J I -- �j
_j 52
x 1 1.55
5' H X '21 '01 "Vy �o x
qIN ENC x POS & ��
X A/L F
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X
SITE PLAN
OF
#7 DUCK POND ROAD
YARMOUTHPORT, MA
A
o� r PREPARED FOR
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KENNETH & KARYN CORTI
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CiVIL,
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m o. �-`..650-
T .� DATE: SEPTEMBER 26, 2023
0 J( �e
w,,,,... ,,t ,.,,, , 362-4541
� off 508
fax 508-362-9880
I downcape.com
a
down cope engineering, inc.
P civil engineers
land surveyors SURVEY: QAH
Scale:1 "= 20'
DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A) DRAFTED BY: CJF
YARMOUTHPORT MA 02675 CHECKED BY: W
C.E #23-223
0 10 20 30 40 50 FEET 23-223 CORTI.DWG