HomeMy WebLinkAboutProposed Site Plan REV 12.31.2025AREA CALCULATIONS TABLE
Within 0-35' from Existing Proposed Net Change
Coastal Bank & Salt (sq. ft) (sq. ft) (sq. ft)
Marsh
Area of structures 975 SF Dwelling +96 SF SHED + 336 SF
(dwelling, sheds, 206 SF Decks +240 SF DECK
decks, etc.)
Area of hardscape, -53 SF Hot Tub - 365 SF
pools, walkways, -303 SF Walk/Patio
driveway, etc. -9 SF AC
Within35-50'from Existing Proposed Net Change
the Coastal Bank & (sq. ft) (sq. ft) (sq. ft)
Salt Marsh
Area of structures 415 SF Dwelling +17 SF ADDITION + 78 SF
(dwelling, sheds, 94 SF Decks +39 SF DECK
decks, etc.) +22 SF AC/GEN.
Area of hardscape, NA -115 SF PATIO - 91 S.F.
pools, walkways, +24 SF R.S.
driveway, etc.
Total Areas 11690 SF -42 SF -42 SF
ZONING CLASSIFICATION
ZONE R- 25 (RESIDENTIAL)
MINIMUM AREA 25,000 SF
MINIMUM FRONTAGE 150 FEET
FRONTSETBACK 30 FEET
SIDE SETBACK 15 FEET
REAR SETBACK 20 FEET
MAXIMUM BUILDING COVERAGE 25%
MAXIMUM BUILDING HEIGHT 35 FEET
EXISTING BUILDING COVERAGE CALCULATION:
BUILDING AREA 11352 SF
HOTTUB 53 SF
LOT AREA (ASSESSORS) 1%504 SF
(BUILDING AREA) x 100= % BUILDING COVERAGE
(LOT AREA)
(1,405) x 100 = 10.4% 10.4% < 25.0%
(13,504)
PROPOSED BUILDING COVERAGE CALCULATION:
BUILDING AREA 11352 SF
ADDITION 17 SF
LOT AREA (ASSESSORS) 13,504 SF
(BUILDING AREA) x 100 = % BUILDING COVERAGE
(LOT AREA)
(1,369) x 100 = 10.1% 10.1% < 25.0%
(13,504)
CONSERVATION NOTES:
Proposed 1.) LIMIT OF WORK SHALL BE AS SHOWN. A ROW OF STAKED 9" STRAW WATTLES SHALL
gation BE CONSTRUCTED ALONG THE LIMIT OF WORK LINE PRIOR TO THE COMMENCEMENT OF
(sq. ft) OF ANY WORK. SEE DETAIL & NOTES BELOW, 63 Park Avenue LLC
966 SF 2.) ROOF RUNOFF: 63 Park Avenue
ALL ROOF RUNOFF SHALL BE CONTROLLED BY GUTTERS, DOWN SPOUTS AND
DRYWELLS. TWO(2) DRYWELLS, CONSTRUCTED WITH 20" ADS PIPE, TWO FEET DEEP
WITH 2' OF NATIVE STONE AROUND, TOP OF DRYWELL'S SHALL HAVE A CONCRETE OR
-- ADS COVER ACCESSIBLE WITHIN 12" FINISH GRADE, IF GUTTERS ARE NOT USED
NATIVE STONE TRENCHES SHALL BE BUILT UNDER THE DRIP LINES FOR THE NEW ROOF.
TRENCHES SHALL BE 4" THICK AND 16" WIDE.
3.) RINSE STATION DRAINAGE:
Proposed RINSE STATION SHALL BE PLUMBED TO 6' x 8' x 12" STONE LEACH FIELD, STONE SHALL
Mitigation CONSIST OF 10", 3/4" STONE, FINISHED WITH 2" OF 3/8" STONE. DISTRIBUTION LINES
(sq. ft) SHALL BE 4' PERFORATED PIPING, 2 @ 7' LONG, TOP OF STONE SHALL BE 6" BELOW GRADE. /
BOTTOM STONE SHALL BE 1.5' BELOW GRADE, EL=2.5±,
4.) NEW FRONT DECK (SOUTH), NEW DECK EXTENSION (WEST) & DWELLING EXPANSION (NORTH) /
TO BE SUPPORTTED BY CONCRETE SONG TUBES, OR HELICAL ANCHORS, AS REQUIRED BY MA.
STATE BUILDING CODE. ALL NEW DECKS AND SHED SHALL BE ANCHORED TO THE FOOTING(S) /
TO ENSURE NO MOVEMENT IN A COASTAL FLOODING SITUATION. /
EXPANSION OF DWELLING
FOOTPRINT, 17 SF
Parcel 20 ,,�,, , �z,6 1oo'BDffer
966 SF Area = 13,504 SF± Zone: Bank Existing Landing & Stair 34 SF
/ TO BE REMOVED
f PROPOSED SHED Mark G. Sexton
•. 8'x12', 96 SF 10 Glenwood Street
PROPOSED RINSE STATION DRAINAGE , 111. 3.1 ® 100' Buffer
SEE CONSERVATION NOTE 3 / r ® 35' Buffer Zone: Salt M.
50' Buffer / Zone: Salt M.
Zone: Bank / r
x
Existing Hot Tub &Decking, 53 SF
Grill Patio, 14 sf _ Approx_Edge of Sal and _ . `1I1 ® ,��• a 22� � �• � � •9� Zane: Salt M.
TO BE REMOVED EL=2.2±, 9120/25 I N,aC
III III, ,III, „X 3.0 ♦,` UP#40/1
50 Buffer
35' Buffer , ' % • ® _
,111, Zone: Bank ` � x`'z.7 0>` ►x/ t r �� / 5 /
woo
ON 3.8 / BENCHMARKI
' ® Vegetate
0 Top of Concrete Bound
DECK EXPANSION, 94 SF CB FND. *� `Z �� < / ( )
C FND
EL=3.2± NAVD88 Datum
9 +`
4s00000
Q'
x 1,3 / 52
co
COds / ♦ 515 x 4.8 31c - r� S� r 5j L*
�d/BPS, 6.8 CP Tu t i ; 1 �' �� _ j �&. � !� ,' �' 6. a .`Q/18
Top of Coastal Bank, As Delineated
Based on MA DEP Policy #92-1.
/ ` O /
x 7.4E a ^�\ ®.
% �; b
FI p Fire Pit
� �2� �ca0 \oo ,�^ x, � ,�
} �� Q �i A W� c 3,5
F� Q- /
B S� 4, 35' Buffer
o��o o�P � o F P ��_ oroh \ x ss ugosa Zone: Bank /
�77 LPL �N C �� 4,3 / Areas Of Block Patio/Walks
60x�C �� R0 I 151SF,TOBEREMOVED
Existing Walks, 53 SF ♦,. --- _ + + s'1g� PROPOSED DRYWELL, ROOF RUNOFF
TO BE REMOVED .xx 3.5 I SEE CONSERVATION NOTE 2
x � /� Jean M. Wackrow
Existing Brick Patio, 127 SF b tie , � Wrack Line: Approximate 5 Glenwood Street
Existing Landing & Stairs, 53 S ®, `' s 36 can High Water
TO BE REMOVED ®® EL=2.5±
Lewis Bay `0ostd,
(Tidal) �; Bed /
EROSION CONTROL DETAIL:
NOT TO SCALE
MAX. 3" HEIGHT
FLOW DIRECTION ►
1" x 1" WOODEN STAKES,
SPACED 10' APART ON -CENTER
9"DIA.sTRAwwATTLE LIMIT OF WORK LINE:
l... 1.) EROSION CONTROL BARRIER SHALL BE MADE UP OF A 9" DIAMETER STRAW WATTLE
,�`- EXISTING GRADE INSTALLED PER THE MANUFACTURERS SPECIFICATIONS.
2.) CONTRACTOR/OWNER SHALL BE RESPONSIBLE FOR PREVENTING EROSION/ RUNOFF DURING
CONSTRUCTION.
z 3.) EROSION CONTROL BARRIER SHALL BE INSTALLED PRIOR TO START OF ANY
? CONSTRUCTION WORK AND SHALL BE MAINTAINED AND REPAIRED AS NEEDED UNTIL
CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS HAVE BEEN STABILIZED.
Yarmouth,
Route 28 MA
d
O-
LL
W
a�
O
LOCUS
LEIS BAY �\�
NOT TO SCALE
PLAN BOOK 26 PAGE 103
DEED BOOK 31821 PAGE 28
ASSESSORS' MAP 20 PARCEL 20
LEGEND
-- 32 EXISTING CONTOUR
32 PROPOSED CONTOUR
X12.34 EXISTING SPOT GRADE
z4xs PROPOSED SPOT GRADE
—w— WATER SERVICE LINE
—oH— OVERHEAD UTILITY SERVICE
—E— ELECTRIC/COMM. SERVICE LINE
—�— GAS SERVICE LINE
TEST HOLE / BORING LOCATION
sT SEPTIC TANK
DB DISTRIBUTION BOX
sas SOIL ABSORPTION SYSTEM
REs RESERVED FOR FUTURE
UTILITY POLE
® CATCH BASIN
FIRE HYDRANT
® WELL
QD DRAINAGE MANHOLE
■ CONCRETE BOUND, FOUND
—x—x— LIMIT OF WORK
-0----o-- FENCE
^� EDGE OF CLEARING
FEMA FLOOD ELEVATIONS
PROPERTY IS LOCATED IN A VELOCITY ZONE, EL=13,
PER FEMA MAP 25001CO569J (EFFECTIVE
7/16/2014) & AND BORDERS ON A COASTAL
BARRIER RESOURCE SYSTEM, CBRS (EFFECTIVE
11/16/1990)
REVISED PLAN, 12/31/25: ADDED YARMOUTH CONSERVATION AREA
TABLE, ADDED 35 FOOT BUFFER ZONES TO COASTAL BANK &SALT
MARSH.
Paul &Nancy Cruz
���;;��' JF'1��5`4,4,n `���,t� dfiq`�� � %Paul Cruz, 574 Slocum Road, Dartmouth, MA 02747
�D{,Ivi Um°''N y�? PROPOSED SITE PLAN
'RE°ciiLLY'flEILLY 4 Glenwood Street, West Yarmouth, MA
Ivor 0"' 00 Na 46733
J.M. O'REILLY & ASSOCIATES, INC.
um, Professional Engineering & Land Surveying Services
1573 Main Street — Route 6A
20 40 60 P.O. Box 1773
(508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax
DATE: SCALE: BY: CHECK: JOB NUMBER:
SCALE 1"=20'
G:\AAjobs\Cruz9831\Cruz9831PROPOSED.dwg 12/24/25 As Noted MTF JMO JMO-9831