HomeMy WebLinkAboutApproved Site plan 03.10.2026AREA CALCULATIONS TABLE CONSERVATION NOTES:
Within 0-35' from Existing Proposed Net Change Proposed 1.) LIMIT OF WORK SHALL BE AS SHOWN. A ROW OF STAKED 9" STRAW WATTLES SHALL
Coastal Bank & Salt (sq. ft) (sq. ft) (sq. ft) Mitigation BE CONSTRUCTED ALONG THE LIMIT OF WORK LINE PRIOR TO THE COMMENCEMENT OF
Marsh (sq. ft) OF ANY WORK. SEE DETAIL & NOTES BELOW.
63 Park Avenue LLC
Area of structures 975 SF Dwelling +96 SF SHED + 336 SF +31653 S * 63 Park Avenue
2.) ROOF RUNOFF:
(dwelling, sheds, 206 SF Decks +240 SF DECK -11161 SF ALL ROOF RUNOFF SHALL BE CONTROLLED BY GUTTERS, DOWN SPOUTS AND
decks, etc.) 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
Area of hardscape, -303 SF Walk/Patio - 287 SF -- ADS COVER ACCESSIBLE WITHIN 12" FINISH GRADE. IF GUTTERS ARE NOT USED
pools, walkways, -9 SF AC NATIVE STONE TRENCHES SHALL BE BUILT UNDER THE DRIP LINES FOR THE NEW ROOF.
driveway, etc. +25 SF DRIVEWAY TRENCHES SHALL BE 4" THICK AND 16" WIDE.
WWI 3.) RINSE STATION DRAINAGE:
Within 35-50' from Existing Proposed Net Change Proposed RINSE STATION SHALL BE PLUMBED TO 6' x 8' x 12" STONE LEACH FIELD. STONE SHALL
the Coastal Bank & (sq. ft) (sq. ft) (sq. ft) Mitigation CONSIST OF 10", 3/4" STONE, FINISHED WITH 2" OF 3/8" STONE, DISTRIBUTION LINES
Salt Marsh (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±.
Area of structures 415 SF Dwelling +17 SF ADDITION + 78 SF --
(dwelling, sheds, 94 SF Decks +39 SF DECK 4.) NEW FRONT DECK (SOUTH), NEW DECK EXTENSION (WEST) & DWELLING EXPANSION (NORTH) Mark G. Sexton
decks, etc.) +22 SF AC/GEN. TO BE SUPPORTTED BY CONCRETE SONG TUBES, OR HELICAL ANCHORS. AS REQUIRED BY MA. 10 Glenwood Street
STATE BUILDING CODE. ALL NEW DECKS AND SHED SHALL BE ANCHORED TO THE FOOTING(S) /
Area of hardscape, NA -115 SF PATIO +34 SF -- TO ENSURE NO MOVEMENT IN A COASTAL FLOODING SITUATION,
pools, walkways, +24 SF R.S. / / EXPANSION OF DWELLING
, etc. +125 SF DRIVEWAY 26 FOOTPRINT, 17 SF
driveway, Parcel 20 ,I,,
Area =13,504 SF± � Existing Landing &Stair 34 SF
Total Areas 11690 SF +161 SF +161 SF +21492 SFTO BE REMOVED
� F
PROPOSED SHED
*1,161SF WAS REMOVED FROM THE OVERALL MITIGATION ON SITE TO SATISFY PAST ENFORCEMENT ORDER PROPOSED RINSE STATION DRAINAGE 8'x12', 96 SF
SEE CONSERVATION NOTE 3 1I I if 3.1
"r 35' Buffer
;a Zone
x 2
� 1 III, �a "� 8 50' Buffer
Existing Hot Tub & Decking, 53 SF ^c� ,' 0 �� ?9 Zone
Grill Patio, 14 sf _ Edge_of Salt Pond _ _ . — - 111
TO BE REMOVED EL=2.24: 8/20/25Baca �� +�
III, all, 00 "/ X 300 UP#40/1
Aro
LZone:Bankj
' Buffer5
` 9 2'7
0�
, ®6 d 3s
— Vegetate �/ ��
e / ;
CB F N D
DECK EXPANSION, 94 SF C41-CB FND. ,a
x 39 it✓� C i' ,���
y
x 1.3 5.2 / ��-< QGiIVVV,/,� ♦ 1 / /
Existing Fire Pit �0�, �, rV,✓,F' '`\y" Vj W �� � �� r
REPLACED WITH PORTABLE / -- ,. ss x 43 S� ai•, � c
FIRE PIT IN SAME AREA 68 TUt �y� ✓ /,/ O� p:d ���,� �i 6
Cry 0o 6= / / 4.8 / : f b� i 3
OClf a Y, / \ j^ a7"ly VI
3,5
Top of Coastal Bank, As Delineated Pdeh o� AIN
Based on MA DEP Policy #92-1 x T� �; a 4x/ Z��\
3,9
Fire Pit ,cam .�a0 \oo o) Y/ w� i
50' Buffer
h
i // 2 �i \•1 ,`�� 3,5 Zone
0 If
ZONING CLASSIFICATION
ZONE R- 25 (RESIDENTIAL)
MINIMUM AREA 25,000 SF
MINIMUM FRONTAGE 150 FEET
FRONTSETBACK 30 FEET
SIDE SETBACK 15 FEET
REARSETBACK 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) 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 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)
s \
RFP� OVA 4' s \ \
0 t��P' '; e =`/j�\ reh \ x 5,5 Existing Paved Drive TO BE REMOVED
�F/�c�`Ilk I�
Existing Walks, 53 Cr
TO BE REMOVED
Existing Brick Patio, 127 SF
Existing Landing &Stairs, 53 SF
TO BE REMOVED
Lewis Bay
(Tidal)
EROSION CONTROL DETAIL:
NOT TO SCALE
1" x 1" WOODEN STAKES,
SPACED 10' APART ON -CENTER
BENCHMARKI
Top of Concrete Bound
EL=3.2± (NAVD88 Datum)
a.3' AND REPLACED WITH STONE/SHELL SURFACE
35' Buffer PROPOSED DRIVEWAY EXTENSION TO NORTHWEST
Zone L50 SF ±, ADDED COBBLE APRON ALONG ROAD
Areas Of Block Patio/Walks
3,3 151 SF, TO BE REMOVED
Jean M. Wackrow
_ PROPOSED DRYWELL, ROOF RUNOFF 5 Glenwood Street
3.6 SEE CONSERVATION NOTE 2
c2s�d/e
ed�h
FILL
MAX. 3" HEIGHT
9"DIA.sTRAwwATTLE LIMIT OF WORK LINE:
FLOW DIRECTION — I:.. EXISTING GRADE 1.) EROSION CONTROL BARRIER SHALL BE MADE UP OF A 9" DIAMETER STRAW WATTLE
INSTALLED PER THE MANUFACTURERSSPECIFICATIONS.
2.) CONTRACTOR/OWNER SHALL BE RESPONSIBLE FOR PREVENTING EROSION/ RUNOFF DURING
CONSTRUCTION.
z_ 3.) EROSION CONTROL BARRIER SHALL BE INSTALLED PRIORTO START OF ANY
2 CONSTRUCTION WORK AND SHALL BE MAINTAINED AND REPAIRED AS NEEDED UNTIL
CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS HAVE BEEN STABILIZED.
Wrack Line: Approximate
Mean High Water
EL=2.5±
Yarmouth,
LEWIS BAY
PLAN BOOK 26 PAGE 103
DEED BOOK 31821 PAGE 28
ASSESSORS' MAP 20 PARCEL 20
LEGEND
-- --- 32EXISTING CONTOUR
32 PROPOSED CONTOUR
xlz.aa EXISTING SPOT GRADE
z4xs PROPOSED SPOT GRADE
—w— WATER SERVICE LINE
—oH— OVERHEAD UTILITY SERVICE
—E— ELECTRIC/COMM. SERVICE LINE
—G— 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--�— 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)
REVISED PLAN, 3/10/26: UPDATED AREA TABLE, REMOVED THE HOT TUB
FROM AREA CALCULATIONS, REMOVED ASPHALT DRIVE REPLACE WITH
STONE/SHELL DRIVE, ADD 150 SF DRIVEWAY SURFACE TO NW, REMOVED
PERMANENT FIRE PIT/PROPOSED PORTABLE FIRE PIT, REMOVED
OVERLAPPING BUFFER ZONES AND REMOVED 100 FOOT BUFFER ZONES.
REVISED PLAN, 12/31/25: ADDED YARMOUTH CONSERVATION AREA
TABLE, ADDED 35 FOOT BUFFER ZONES TO COASTAL BANK &SALT
MARSH.
Paul Nancy Cruz
...� %Paul Cruz, 574 Slocum Road, Dartmouth, MA 02747
OF it �t'a
�. �cH�, y� o�� 4 PROPOSED SITE PLAN
M. fi Jvllr,�,�. ��, 4 Glenwood Street, West Yarmouth, MA
o O'REILL_Y � Z O'REILLY VwVA
�lfl.CD
46733 aI`'IL J.M. O'REILLY & ASSOCIATES, INC.
C. 6200
" 10 R,�,� ^ �� c�� Professional Engineering &Land Surveying Services
qN0 SUFN dc, v/�T�¢.. �c4
`�81 NALtiCS� ^
''"'Pllrw � 1573 Main Street - Route 6A
20 40 60 P.O. Boa 1773
(508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax
rE SCALE: BY: CHECK: JOB NUMBER:
SCALE 1"=20'
G:\AAjobs\Cruz9831\Cruz9831PROPOSED.dwg /24/25 As Noted MTF JMO JMO-9831