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TW x TD 3/4" CRUSHED
STONE wl 6" PERF. DRAIN
PIPE (SEE DETAIL)
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MAP 29
PARCEL77
N/F. BECOTTE & GIFFORD
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VEGETATION PER
CAPE COD COOPERATIVE EXTENSION
PLANTING
LIST FOR COASTAL ENVIRONMENTS -
SOPg,12T}
SMART VENT (TYP OF 7)
MAP 29
5.13 22
DAY LIGHT 4" DRAIN PIPE
PARCEL 74 GUYWIRE (TYP OF
MAP 29
AT BOTTOM OF WALL
N/F COSTA o
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N/F DEVONIS
01
115 p0,'V�
a
3'± MAX.
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Benchmark
RET.WALL
Nail in Tree
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Elev.=14.02'
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N.G.V.D. 29 20"OAK
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TW x TD 3/4" CRUSHED
STONE wl 6" PERF. DRAIN
PIPE (SEE DETAIL)
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MRCP 29 EDGE OF GRASSY \\9Ns
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MAP 29
PARCEL77
N/F. BECOTTE & GIFFORD
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413
MAP 29
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PARCEL 72
N/F DEVONIS
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\F� BUILDING COVERAGE
2ZONING DISTRICT = R-25
yL MAXIMUM ALLOWED = 25%
TOTAL EXISTING = 24%
70
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PARCEL 73 T1 B_3 1 p
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ANN
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115 p0 1 m T CEDAR \ \
vn (TYP OF 2)
I -HYDRANGEA 5 \
(TYP OF 11) O
T
a
CRUSHED STONE (TYP)
0 10 20 40 80 FEET
SCALE: 1 INCH = 20 FT.
NOTES:
1.) EDGE OF COASTAL BEACH AND MEAN HIGH WATER DELINEATIONS SHOWN ON THIS PLAN WERE CONSTRUCTION NOTES & DESIGN CRITERIA:
TAKEN FROM ORIGINAL APPROVED PLAN ENTITLED, 'PROPOSED SEPTIC DESIGN", PREPARED BY 1. ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE (LATEST EDITION).
SWEETSER ENGINEERING, DATED APRIL 14, 2014 (REVISED APRIL 27, 2014). THIS PROPOSED SITE 2. THE FLOOD PRONE ENCLOSURE SHALL NOT BE USED FOR HUMAN OCCUPANCY. USES ARE
PLAN IS A REVISION TO THIS APPROVED PLAN. LIMITED TO STORAGE AND ACCESS ONLY.
2. MILL CREEK IS NOT CONSIDERED A "RIVER" PER MASSACHUSETTS MOUTH OF COASTAL RIVER 3. FOUNDATION MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO ALL APPLICABLE
REQUIREMENTS OF THE MASSACHUSETTS BUILDING CODE (LATEST EDITION).
MAP DATED MARCH 1, 2005. NO RIVERFRONT AREA EXISTS ON THE SUBJECT PROPERTY. 4. CONSTRUCTION MATERIALS TO BE FLOOD RESISTANT.
5. NO CHANGES MAY BE MADE TO THIS DESIGN WITHOUT WRITTEN APPROVAL FROM ENGINEER.
3.) SEPTIC SYSTEM SHOWN ON THIS PLAN WAS INSTALLED IN OCTOBER 2014; LOCATION TAKEN
FROM ABOVE-MENTIONED APPROVED "PROPOSED SEPTIC DESIGN" PLAN.
4.) BOTTOM ELEVATION OF EXISTING FURNACE LOCATED IN CRAWL SPACE IS 11.9'± N.G.V.D. 29.
PER MASSACHUSETTS BUILDING CODE SECTION R401.3 DRAINAGE;
5.) PER 248 CMR 10.05(8)(C), CONTRACTOR SHALL PROVIDE ADEQUATE PROVISION TO PROTECT EXCEPTION. WHERE LOT LINES, WALLS, SLOPES OR OTHER
EXISTING BUILDING SEWER PIPE FROM FREEZING. PHYSICAL BARRIERS PROHIBIT 61NCHES OF FALL WITHIN 10 FEET,
6.) DRIP TRENCHES ARE TO BE CONSTRUCTED UNDERNEATH ALL HOUSE EAVES WHERE POSSIBLE. DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE
DRAINAGE AWAY FROM THE STRUCTURE...
7.1 EXISTING UTILITIES SHOWN ON PLAN ARE CONSIDERED TO BE APPROXIMATE IN LOCATION.
8.) THIS PROJECT WAS APPROVED BY THE TOWN OF YARMOUTH PRIOR TO THE CHANGE OF THE FINISHED GRADE VARIES
FEMA FLOOD ZONE MAP (i.e. MAP REVISED ON 7-16-2014). ELEVATION DATUM SHOWN ON THIS PLAN
IS BASED ON N.G.V.D. 29, WHICH IS HIGHER IN ELEVATION THAN N.A.V.D. 88 DATUM BY 0.87 FEET.
-- 1.5 -FT (A
TRIM CAP WITH CONT. ADHESIVE (AS PER -BACKFILL_
--{MANUFACTURER'S RECOMMENDATIONS)
6"
I� TOP WALL EL. = VARIES 6" DIA. SCH. 40 PVC PERF. DRAIN 3 -FT
8" H x 18" L x 21.5"W BLOCKS I PIPE (2% MIN. PITCH TO WALL)
pO co HEIGHT 3/4" CRUSHED STONE -
6" OF 3/4" CRUSHED STONE VARIES MIRAFI FILTER FABRIC
TO BE PLACED BEHIND AND
BENEATH THE WALL40 MIL. IMPERVIOUS
GEOMEMBRANE LINER—
"bDD C011
I T EMBEDMENT 1.5" BURIA
FOR EVERY 1' HEIGHT
COMPACTED GRANULAR BASE OR
OPTIONAL CONCRETE LEVELING PAN
RETAINING WALL (TYP)
NOT TO SCALE
TOF = 14.0'±
8" N 8" CONC. WALLS
4" CONC. SLAB
;EL.=10.2'±
GRAVEL BACKFILL
3 -FT
`-10"x16"
16" CONTINUOUS
FOOTING
FOUNDATION DRAINAGE DETAIL
NOT TO SCALE
BOTTOM OF VENTS NO GREATER THAN
12" ABOVE FINISHED GRADE (TYP.)
SMART VENT (TYP.)
(SEE DETAIL)
FINISHED GRADE T_
VARIES `12"
FLOOD PLAIN COMPLIANCE
ENCLOSURE AREA = 1,245± S.F. I
MIN OPENING AREA REQUIRED = 1,245± SQ. IN.
VENT OPENINGS PROVIDED = 1,400± SQ. IN. z
(TOTAL OF 7 VENTS PROVIDED) 2
1,400 SQ. IN. > 1,245 SQ. IN THEREFORE OK d
(1 SMART VENT = 200 SQ. IN. OF OPENING) t
ALTERNATE STRAP
LOCATIONS ON SAES
2-D
OPEN
B-1/4' R@NfI
OPENING
3-0'
OPEN
•um r•�i
10
iw
EXTERIOR VIEW
Smart VENT®
888-628 4115
W W W.SMARTVEMT.COM
BACKFILL
TOF = 14.0'+-
-
4.0'±— 8" CONC. WALLS
,/�-4" CONC. SLAB
EL.=10.2'±
GRAVEL BACKFILL 1
16" 10" x 16"
CONTINUOUS
FOOTING
TYPICAL WALL DETAIL
NOT TO SCALE
FRAME
DOOR SHOWN OPEN
IN FRMS
STRAPS GO BEHIND WALL
AND CAN BE BROKEN OFF
AT SLOTS TO AVOID
" OBSTROCTIONS
EXTERIOR
DDDR
REMOVED
8-1/4' HIGH X
16-1114' VDDE
RD" OPENING
DOOR
OPEN
FRAME
SMART VENT DETAIL
(NOT TO SCALE)
OWNER OF RECORD:
MICHAEL & CAROLYN CORNALE
TRUSTEES OF THE 19 GRIST MILL
LANE REALTY TRUST
222 KIRKWOOD DRIVE
DUNDAS, ONTARIO, L9H6Z2, CANADA
OLD FEMA FLOOD ZONE:
ZONE A9 (EL.10), B, & C
NEW FEMA FLOOD ZONE:
ZONE B & AE (ELA 1)
AS SHOWN ON COMMUNITY PANEL:
#25001CO569J (DATED 7-16-14)
ASSESSOR'S MAP & PARCEL:
MAP 29, PARCEL 73
-r DEED REFERENCE:
DEED BOOK 28451, PAGE 112
i 1
AUG 05 2015 t PLAN REFERENCE:
I PLAN BOOK 153, PAGE 47
N
MAX
FINAL GRADE > >
SIDE SECTION VIEW
INTERIOR
/,--uPPER STRAPS
BERM WALL
�ALTERNATE
SIDE STRAPS
BEHIND WALL
I
2'x 15-1/4' OPEN
Tx 15-1/4' OPEN
BOTTOM STRAPS
BEHIND WALL
SITE -AS -BUILT PLAN
AT
19 GRIST MILL LANE
WEST YARMOUTH, MA 02673
PREPARED FOR:
DUBLIN CONSTRUCTION, INC.
PREPARED BY:
JC ENGINEERING, INC.
2854 CRANBERRY HIGHWAY
EAST WAREHAM, MA 02538
SCALE: 1"= 20' DATE: AUGUST 4, 2015