HomeMy WebLinkAboutApproved PlanLocus Map
Scale: 1 " = 600'
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ABUTTING DRIVEWAY
10' WIDE U77LI TY EASEMENT
(SEE DOC. #186690)
S 87 03 08" E
CBDH FND 120. DO'
O�/Gy LEANING
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8X8 \ /
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PAVED DRIVE
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SILT FENCE DETAIL
SUPPORT NET
POST
FILTER FABRIC
171
N BACKFILL
LOW
i0
`NATIVE SOIL
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r-
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1114 SEA SIDE VILLAGE ROAD
MAP 25 PARCEL 279
PROPOSED 6' CEDAR TREES
PROPOSED LEACHING TRENCH FOR ROOF RUNOFF
1'W x 2'D x 331 STONE TRENCH WITH 4"
PERFORATED PIPE - FILTER FABRIC TO BE PLACED
ALONG BOTTOM, SIDES, AND TOP (TYP.)
W
z FLOOD VENT
9X0 (1 OF 5)
---------
26.0'
PROPOSED I
- GARAGE PROPOSED GARAGE/ADDITION ASPHALT AREA 722 S.F.
DRIVEWAY 263 S.F. GARAGE SLAB = 10,2E
T.O.F. = 12.0
sXo F.F.E. = 13.3t
\ O 0 BEDROOMS)
3.0't — -1 CRAWLSPACE AREA
X3 �, ,� 459 S.F.
J
2ND FUR OVERHANG
19 S.F. \ \
STOOP
16-t S. F.
#20
36.5 f — EXISTING
DWELLING
1, 002E S.F.
F.F.E.=11.1t
T.O.F.=10.2t
4 BEDROOMS
PER ASSESSOR RECORDS
(REDUCE TO
3-BEDROOMS)
MAP 25
I PARCEL 280
12, OOOf s. f.
o
GAS
GATE
PAVED DRIVE
BH
5f S F -
i
BOCCE COURT
(TO BE REMOVED)
BRICK PA TIO
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ODS I 0G�
9,5
I \
30.0E
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CBDH
FND
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MASS COORDINATE SYSTEM
MAINLAND ZONE MERIDIAN
DETERMINED USING A
CARLSON BRx7 GPS RTK UNIT
COLLECTION DATE 05/05/2023
TIE PROPOSED ADDITION TO
EXISTING SEPTIC TANK
(CONTRACTOR TO
COORDINATE INVERT
ELEVATIONS WITH ENGINEER
AT TIME OF CONSTRUCTION)
—EXISTING SEPTIC TANK
EXISTING LEACH PIT PER
BOH RECORDS (TYP.)
1 (1 / \ PINE GROVE ROAD
DECK \ > o MAP 25 PARCEL 265
444E S.F. — BRICK
10X1 WALK a :�
PA VED WALK BRICK WALK
PROPOSED LEACHING TRENCH
FOR ROOF RUNOFF
9X6
9X6 2'W x 2'D x 51 STONE
�\ TRENCH WITH 4",.PERFORATED
EDGE C, _Z PIPE - FILTER FABRIC TO BE
a , PLACED ALONG BOTTOM, `b6�
FND 120.00' SIDES, AND TOP (TYP.) /
/ \ N 87 0 03' 8 W 2.5 t
SITE BENCHMARK �,_ PROPOSED 3" CALIPER TREE
CONCRETE BOUND q1 /\ (FINAL SPECIES TO BE DETERMINED)
ELEV.=9.49 (NAVD88) P�t� OF MqS �3 ___. _ f s9cy Z� -
10 ALAN M v, #24 SEA SIDE VILLAGE ROAD
( GRA01) MAP 25 PARCEL 281
U "ey
� No. 37732
�9�'cES S�DaP�
FLOOD VENT REQUIREMENTS
AREA OF GARAGE BELOW "AE" EL. 11.0 = 263 S.F.
I AREA OF CRAWLSPACE BELOW "AE" EL. 11.0 = 459 S.F.
�EF�E r� DIG SAFE FLOOD VENTS (MODEL 1540-520) MANUFACTURED BY SMART VENT
0
o
cT �
Call: TOLL FREE
1-888-344-7233
1-888-DIG-SAFE
CALL 72 HOURS BEFORE YOU DIG
PRODUCTS, INC. PROVIDE 200 S.F. OF FLOOD COVERAGE PER UNIT.
3 UNITS @ 200 S.F./UNIT = 600 S.F. OF COVERAGE > 459 S.F. REQ. (CRAWL SPACE)
2 UNITS 0 200 S.F./UNIT = 400 S.F. OF COVERAGE > 263 S.F. REQ. (GARAGE)
** SEE SITE PLAN FOR LOCATIONS **
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0 F r" `�L3
k.
\, ZACHARY L. pl y
O BAS'�NSKI .y
y CIVIL
` NO.477S7
5.1 t
PLAN SCALE
0 2 4 6 8 10 15 20 30
CBDH
FND 1 inch = 10 feet
ZONING SUMMARY
ZONE:
R-25 *
REQUIRED
EXISTING
PROPOSED
LOT AREA:
25,000 s.f.
12,000E s.f.
12,000t s.f.
FRONTAGE:
150'
100.00'
100.00'
FRONT YARD:
30'
36.5'f
36.5'f
SIDE YARD:
15'
18.1't
15.5'f
REAR YARD:
20'
30.0'f
26.0't
SIDE YARD FOR
ACCESSORY BUILDING:
6'
2.5't (SHED)
2,5'f (SHED)
REAR YARD FOR
ACCESSORY BUILDING:
6'
5.1't (SHED)
5.1't (SHED)
BUILDING COVERAGE:
25% (MAX)
13.0%
19.3%
(1,565f s.f.)
(2,3121 s.f.)
*LOT CREATED IN 1956
DWELLING BUILT 1970 (PER ASSESSOR
RECORDS)
0
01
�2 0
Q
0
�ooOG� O
Z
D J
m
W
D 53
m . 0R� 01J
S� N
110
W E
NAN TUCKET
SOUND
S
Notes
1. BENCHMARK: ELEVATION = 9.49 (NAVD88)
TOP OF CONCRETE BOUND
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING THE ACTUAL LOCATION OF ANY EXISTING
UTILITIES.
3. OWNER:
MARIANA T. O'CONNOR
74 BONNEY STREET
WESTWOOD, MA 02090
4. DEED REFERENCE: Deed Cert: #225636
5. PLAN REFERENCE: L.C. Plan: 18413-D (LOT 7)
6. LOCUS DOES NOT FALL WITHIN THE NATURAL
HERITAGE AND ENDANGERED SPECIES PROGRAM
(NHESP) AREAS OF ESTIMATED HABITATS OF RARE
WILDLIFE AND PRIORITY HABITATS OF RARE SPECIES.
7. LOCUS FALLS WITHIN SPECIAL FLOOD HAZARD ZONE
"AE" (EL. 11) PER FEMA FIRM PANEL 25001C-0589-J,
EFFECTIVE DATE 7/16/2014.
8. CONTRACTOR TO UTILIZE SILT FENCE AS REQUIRED TO
PREVENT ANY EROSION OR SEDIMENT MIGRATION OFF
SITE.
9. ALL UTILITIES TO BE PLACED NO LOWER THAN
ELEVATION 12.1.
10. ALL STRUCTURAL COMPONENTS PLACED BELOW EL.
12.1 TO BE CONSTRUCTED OF WATERPROOF
MATERIALS.
11. CRAWLSPACE SLAB ELEVATION SHALL NOT BE LOWER
THAN THE LOWEST ADJACENT GRADE.
12. THE BOTTOM OF FLOOD VENTS TO BE PLACED WITHIN
1-FT OF TOP OF SLAB ELEVATION OR EXTERIOR
GRADE, WHICHEVER IS HIGHER.
13. INSTALL A MINIMUM OF 1 SMART VENT PER 200 S.F.
OF FOUNDATION AREA. FOUNDATION TO BE MEASURED
TO THE EXTERIOR OF THE WALLS. VENTS TO BE
PLACED ON A MINIMUM OF TWO WALLS.
, ► \\� I
ENGINEERING INC.
49 HERRING POND ROAD 19 OLD SOUTH ROAD
BUZZARDS BAY, MA 02532 NANTUCKET, MA 02554
(tel) 508.833.0070 (tel) 608.326.0044
(fax) 508.833.2282 www.brackeneng.com
PROPOSED SITE PLAN
IN SOUTH YARMOUTH, MASSACHUSETTS
Prepared For:
MARIANA T. 09CONNOR
#20 SEASIDE VILLAGE ROAD
MAP 25 PARCEL 280
2 4/23/20241 REVISED PER CONSERVATION COMMISSION COMMENTS RED
1 3/12/2024 REVISED PROPOSED DRIVEWAY MATERIAL RED
No. Date Revision Description By
Date: Drawn: Checked: Sheet:
MARCH 4, 2024 1 RED/BEI ZLB/DAF 1 1 of 1
S:\Autocad Drawings\Yarmouth\Seaside Village Road\20 Seaside Village Road\20 Sea Side Village Road —Site Plan — No Septic.dwg