HomeMy WebLinkAboutProposed Site Plan 12.24.2025Route 28 Yarmouth,
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CONSERVATION AREA TABLE
WITHIN 50' BUFFER, BANK & SALT M.
EXISTING, 50' BUFFER:
LANDING & STAIRS 53 SF
BRICK PATIO 127 SF
HOTTUB & DECKING 53 SF
WALKWAYS 53 SF
LANDING & STAIR 34 SF
AC CONDENSOR 9 SF
PATIOS/WALKS 151 SF
TOTAL 480 SF
PROPOSED, 50' BUFFER:
NEW FRONT DECK 185 SF
WEST DECK EXPANSION 94 SF
DWELLING EXPANSION 17 SF
GENERATOR 13 SF
NEW AC CONDENSOR 9 SF
PROPOSED SHED 96 SF
RINSE STATION: R.S. 24 SF
TOTAL 438 SF
TOTAL REMOVED WITHIN 50' BUFFER TO COASTAL BANK,
SALT MARSH AND FROM WITHIN LSCSF:
480 SF- 438 SF = 42 SF
CONSERVATION NOTES:
1.) LIMIT OF WORK SHALL BE AS SHOWN. A ROW OF STAKED 9" STRAW WATTLES SHALL
BE CONSTRUCTED ALONG THE LIMIT OF WORK LINE PRIOR TO THE COMMENCEMENT OF
OF ANY WORK. SEE DETAIL & NOTES BELOW.
2.) ROOF RUNOFF:
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. 63 Park Avenue LLC
63 Park Avenue
3.) RINSE STATION DRAINAGE: EXPANSION OF DWELLING LU
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RINSE STATION SHALL BE PLUMBED TO 6' x 8' x 12" STONE LEACH FIELD. STONE SHALL FOOTPRINT, 17 SF H
CONSIST OF 10", 3/4" STONE, FINISHED WITH 2" OF 3/8" STONE. DISTRIBUTION LINES / N
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±. / �
Existing Landing & Stair 34 SF cc:
0
4.) NEW FRONT DECK (SOUTH), NEW DECK EXTENSION (WEST) & DWELLING EXPANSION (NORTH) / TO BE REMOVED o
TO BE SUPPORTTED BY CONCRETE SONO TUBES, OR HELICAL ANCHORS. AS REQUIRED BY MA. 100' Buffer V)
STATE BUILDING CODE. ALL NEW DECKS AND SHED SHALL BE ANCHORED TO THE FOOTING(S) Zone: Bank PROPOSED SHED Q
TO ENSURE NO MOVEMENT IN A COASTAL FLOODING SITUATION. / 8'x12', 96 SF
Parcel 20 _ 6
Area=13,504 SF±
PROPOSED RINSE STATION DRAINAGE / ®® Mark G. Sexton
SEE CONSERVATION NOTE 3 10 Glenwood Street
�� �111, ,�'• 3,1 ®- 100' Buffer
/ Zone: Salt M.
50' Buffer
Zone: Bank / =�a x Z 50' Buffer
�'� Zone: Salt M.
-/
gppro +Edge of Sa
Existing Hot Tub &Decking, 53 SF
Grill Patio, 14 sf l and
TO BE REMOVED EL=2.2_, 8r2b/25 1
x 3,0` ♦ UP#40/1
2,7 0 s
% /
o o
e �� %� •.® o� 3.8 ® BENCHMARKI
,�`
e Top of Concrete Bound
CB FND. �/` `¢, ,� ��� t`• CBND ® EL=3.2± (NAVD88 Datum)
DECK EXPANSION, 94 SF 4 i 3.9 x� e
9 ,
/ �' ,�
-- 4 -
31
x 1.3 00t 5.2 ^<
Q
COd �- ss �> /�/ �i �yp?�
"Y ' `V
Std/ t y_ Loy` '� ° 6a
s Tu ; i 4.8 �� i i� y �O b� ✓ � 'a
�X s 0 C;
315
4J `J
Top of Coastal Bank, As Delineated a�11` v 04:S'
Based on MA DEP Policy #92-1 x TA�1 �a �4' �� o
FI P. Fire Pit
III P.,::N
6.1 / i i \ O� ..��p V�
p 4.
e°too Sto�PQ'' ro e +` �\ F es\ o eh x s.s ugosa
�Fc �� 4.3 Ros
Existing Walks, 53 SF �. �+ \� ` - 5.7
TO BE REMOVED ,1 \\�+ 19
8
\ � 1` 35
ZONING CLASSIFICATION
ZONE R- 25 (RESIDENTIAL)
MINIMUM AREA
25,000 SF
MINIMUM FRONTAGE
150 FEET
FRONT SETBACK
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
1,352 SF
HOTTUB
53 SF
LOT AREA (ASSESSORS)
13,504 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
1,352 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)
i
Existing Brick Patio, 127 SF +�
Existing Landing & Stairs, 53 S ® 3.6
TO BE REMOVED '
Lewis Bay �,� `�°astd,
(Tidal) /�c��oe00,
o /
h
40 d
eo
EROSION CONTROL DETAIL:
NOT TO SCALE 0.
1" 1" x 1" WOODEN STAKES, 92`
SPACED 10' APART ON -CENTER �T
F
- .6
I.s `: d
1
® Areas Of Block Patio/Walks
® 151 SF, TO BE REMOVED
PROPOSED DRYWELL, ROOF RUNOFF
SEE CONSERVATION NOTE 2
Jean M. Wackrow
Wrack Line: Approximate 5 Glenwood Street
can High Water
EL=2.5±
FILL
MAX. 3" HEIGHT
FLOW DIRECTION -
9 1' D IA. STRAW WATTLE LIMIT OF WORK LINE:
I: EXISTING GRADE 1.) EROSION CONTROL BARRIER SHALL BE MADE UP OF A9" DIAMETER STRAW WATTLE
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
2
CONSTRUCTION WORK AND SHALL BE MAINTAINED AND REPAIRED AS NEEDED UNTIL
CONSTRUCTION IS COMPLETE ANDALL DISTURBED AREAS HAVE BEEN STABILIZED.
0 20 40 60
MEMENIMI
SCALE 1"=20'
G:\AAjobs\Cruz9831\Cruz9831PROPOSED.dwg
LEWIS 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
24x5
PROPOSED SPOT GRADE
—W —
WATER SERVICE LINE
—OH—
OVERHEAD UTILITY SERVICE
— E —
ELECTRIC / COMM. SERVICE LINE
—G—
GAS SERVICE LINE
e
TEST HOLE / BORING LOCATION
ST
SEPTIC TANK
DB
DISTRIBUTION BOX
SAS
SOIL ABSORPTION SYSTEM
RES
RESERVED FOR FUTURE
CCL
UTILITY POLE
®
CATCH BAS I N
FIRE HYDRANT
®
WELL
Q
DRAINAGE MANHOLE
■
CONCRETE BOUND, FOUND
—x—X—
LIMIT OF WORK
ti o
FENCE
N
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)
Paul & Nancy Cruz
c/o Paul Cruz, 574 Slocum Road, Dartmouth, MA 02747
PROPOSED SITE PLAN
4 Glenwood Street, West Yarmouth, MA
J.M. O'REILLY & ASSOCIATES, INC.
Professional Engineering & Land Surveying Services
1573 Main Street — Route 6A
P.O. Bog 1773
(508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax
LATE: SCALE: BY: CHECK: 10B NUMBER:
12/24/25 As Noted MTF JMO JMO-9831