HomeMy WebLinkAboutSite plan 04.12.2024CONSERVATION COVERAGE:
EXISTING COVERAGE WITHIN WETLAND RESOURCE:
0 SF NO ALTERATION IS PROPOSED WITHIN RESOURCE
EXISTING COVERAGE WITHIN THE 0 TO 35 FOOT BUFFER AREA:
BUILDING: 318 SF
DECK & STAIR: 112 SF
PATIO & RWALL: 89 SF
TOTAL: 519 SF
THE UNPERMITTED OPEN AND COVERED DECK
OPEN DECK 313 SF
COVERED DECK 119 SF
TOTAL: 432 SF
TOTAL COVERAGE WITHIN THE 0-35-FOOT BUFFER = 951 SF
EXISTING COVERAGE WITHIN 35 TO 50-FOOT BUFFER AREA:
BUILDING: 832 SF
TOTAL: 832 SF
EXISTING COVERAGE WITHIN THE 50 TO 100-FOOT BUFFER AREA:
BUILDING: 375 SF
DRIVEWAY: 590 SF
TOTAL: 965 SF
RIVERFRONT AREA:
THE ENTIRE PARCEL IS WITHIN THE 200 FOOT RIVERFRONT AREA.
EXISTING DEGRADED AREA WITHIN THE RIVERFRONT AREA = 21316 SF
UNPERMITTED DEGRADED AREA WITHIN THE RIVERFRONT AREA = 432 SF
PROPOSED IMPROVEMENTS:
PROPOSED COVERAGE WITHIN THE 0 TO 35-FOOT BUFFER AREA: /
BUILDING: 318 SF
DECK & STAIR: 112 SF
PATIO & RWALL: 30 SF
PROPOSED RECONFIGURED DECK: 393 SF (274SF±OPEN & 119 SF± COVERED)
TOTAL: 853 SF
RESULTS IN AN EXPANSION OF 334 SF OF STRUCTURE WITHIN THE 0-35 FOOT BUFFER.
PROPOSED VEGETATED BUFFER STRIP: 1,075 SF± /
RIVERFRONT AREA:
PROPOSED DEGRADED AREA WITHIN THE RIVERFRONT AREA =/,686 SF
INCLUDESTHE RECONFIGURED DECKAREA �o`�ei
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HIGHBUSH BLUEBERRY SHRUBS
PLANTING SKETCH
SCALE: 1" = 20'
12 HIGHBUSH BLUEBERRY SHRUBS
(VACCINIUM CORYMBOSUM)
2 GALLON, 5 TO 6FEET ON -CENTER
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PROPOSED LIMIT OF WORK STAKED
9-INCH STRAW WATTLE
17 SWEET PEPPERBUSH SHRUB (CLETHRA ALNIFOLIA)
1 GALLON; 4 FEET ON -CENTER
9 WINTERBERRY SHRUBS (ICES VERTICILLATA)
2 TO 3 FEET TALL 4 TO 5FEET ON -CENTER
PROPOSED PLANTED BUFFER STRIP,
REFER TO PLANTING SKETCH
(1,075 SF±)
PLANTING NOTES:
�nniinlr rl AQQI IrATinni
ZONE R25 (RESIDENTIAL- LOW DENSITY)
MINIMUM AREA
25,000 Cr
MINIMUM FRONTAGE
150 FEET
FRONT SETBACK
30 FEET
REAR SETBACK
20 FEET
SIDE SETBACK
15 FEET
MAXIMUM BUILDING COVERAGE
25%
MAXIMl1M RIM nING HFIGHT
in FFFT
I RE-CONE►GORED PATIO AREA
PROPOSED RELOCATED DECK AREA (195 SF±)
SHADED PORTION ISTHE RELOCATEDAWNING (10'±x ll'±)
Ou
TO BE REMOVED
tline of Existing Patio and Landscape Wall Area
PROPOSED GAP IN DECKING TO ALLOW FORA UNDER
EXISTING DECK; AREA TO BE FINISHED WITH SHELLS OR GRAVEL
=---Outline of Exi+s[ing Covered Deck Area (10.4' x 11.4')
TO B��rI010VEDAND REPOSITIONED S PROPOSED
Outline of Existing Deck
TO BE REMOVED AND REPOSITIONED AS PROPOSED
g 3.8 all,
Edge of Lawn at Edge of
5hrub/Tree Line
tion � LOT 17
Observa
mot #1 AREA = 19,730 SF±
PARCEL 90 \ \
37TANGLEWOOD DR. \
JOHN SHEA & ROBIN PAPPPER \
Existing 10-foot Wide Drainage
Easement Per Plan of Record
1.) THE SHRUBS SHALL BE IRRIGATED TO ASSIST WITH THE
ESTABLISHMENT OF THE SHRUBS.
2.) THE SHRUBS ARE TO BE INSTALLED WITHIN AN EXCAVATION
3-TIMES THE SIZE OF THE SHRUB'S ROOT BALL. EACH PLANTED
SHRUB SHALL HAVE A 2 INCH RAISE SOIL WELL AROUND THE SHRUB
TO ALLOW WATER TO COLLECT WHILE THE SHRUB IS ESTABLISH,
3.) ONCE THE SHRUBS ARE PLANTED THE AREA SHALL BE OVER
SEEDED WITH THE SOUTHEAST ANNUAL & PERENNIAL WILDFLOWER
MIX (ERNMX 169) AS PROVIDED BY ERNST SEEDS,
4.j THE PLANTED AREA SHALL BE ALLOWED TO NATURALIZE, THE
WILDFLOWER SEED MIX SHALL BE CUT DOWN TWICE A YEAR (SPRING
& FALL). TRIMMING SHALL BE DONE WITH A WEED-WACKER AND
THECLIPPINGSSHALL REMAIN ON THE GROUND,
COVERED DECK AREA:
5.) THE GROUND AROUND THE OUTER EDGES OF THE COVERED
DECKAREASHALL BE FINISHED WITH 3/4-INCH NATIVE GRAVEL
TRENCH FOR STORMWATER RUNOFF FROM THE ROOFED AREA. THE
GRAVEL TRENCH SHALL BE 12" (W) x 12" (D).
PARCEL 88
45 TANGLEWOOD DR.
THOMAS KUCHER
\ \ e o{ Gfe
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0 20 40 60
SCALE 1"=20'
G:VWOBS\KANE-PHILLIPS 9623\DWG\9623 PROPOSED SITE PLAN- DECK.DWG
W. YARMOUTH,
MA
LU
� 11 NOT TO SCALE
PLAN BOOK 220
DEED BOOK 23267
M ASSESSORS' AP 30
PAGE 39
PAGE 175
PARCEL 89
3z EXISTING CONTOUR
3z PROPOSED CONTOUR
X12.34 EXISTING SPOT GRADE
24xs 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
Reserve RESERVED FOR FUTURE
UTILITY POLE
® CATCH BASIN
FIRE HYDRANT
® WELL
QD DRAINAGE MANHOLE
■ CONCRETE BOUND, FOUND
—x—=— LIMIT OF WORK
FENCE
EDGE OF CLEARING
100-YEAR FLOOD BOUNDARY:
THE PARCEL IS WITHIN THE 100 YEAR FLOOD ZONE AE; BASE
FLOOD ELEVATION OF 11. PER FIRM MAP 25001C-0569J.
7-16 24 EFFECTIVE DATE
II
PARCEL
9, MAP 30
TOWN OF YARMOUTH
MS. KELLY KANE
1414E 19TH STREET, APT 215, TULSA, OK 74105
PROPOSED SITE PLAN- DECK
41 TANGLEWOOD DRIVE, WEST YARMOUTH, MA
J.M. OTEILLY & ASSOCIATES, INC.
Professional Engineering & Land Surveying Services
1573 Main Street —Route 8A
P.O. Bog 1773
(508)898-61301 Office Brewster, MA 02631 (508)896-6602 Fax
DATE: SCALE: BY: CHECK: JOB NUMBER:
4-15-2024 As Noted jmo JMO JMO-9623