HomeMy WebLinkAbout19 Grist Mill Lane - Site As-Built PlanB-1 Q/ FLOOD PLAIN COMPLIANCE BOTTOM OF VENTS NO GREATER THAN
ENCLOSURE AREA = 1,245± S.F. 12 ABOVE FINISHED GRADE (TYP.)
MIN OPENING AREA REQUIRED = 1,245± SQ. IN.
O-c� BUILDING COVERAGE VENT OPENINGS PROVIDED = 1,400± SQ. IN. ,
5' BUFFER ZONE OF CRUSHED STONE w/ NATIVE ZONING DISTRICT = R-25 (TOTAL OF 7 VENTS PROVIDED) TOF = 14.0±
VEGETATION PER CAPE COD COOPERATIVE EXTENSION \ Lam\ MAXIMUM ALLOWED = 25% 1,400 SQ. IN. > 1,245 SQ. IN THEREFORE OK SMART VENT (TYP.)
PLANTING LIST FOR COASTAL ENVIRONMENTS �' \ 2i
o \ TOTAL EXISTING = 24% / (SEE DETAIL) 8" CONC. WALLS
' \
SMART VENT (TYP OF 7) �� (1 SMART VENT = 200 SQ. IN. OF OPENING)
� Q � /
MAP 29 �\ 4" CONC. SLAB
DAY LIGHT 4" DRAIN PIPE PARCEL 74 GUYwIRE (TYP OF 2) A "/
AT BOTTOM OF WALL N/F COSTA o �jso� \ (� B-2 �m I FINISHED ARIES `1� EL.=10.2±
15A moi' cP N 1
° Benchmark 3'± MAX. T3_"dy �0 � =
_GRAVEL BACKFILL
o
RET.WALL �
O i iaY_x 3[ f
'� Nail in Tree GRPgS~\Ftp uP „ '�� N!� \ T 1 m •N '" : `z -' < ` s; -;
m Elev =14.02' N a �)
o N.G.V.D. 29 20' OAK 7p A 2� 5 MAP 29 :x �p^� 0 `�'
i m -ss
y • h Yf.,• 4 a R a.
Vsrl`1S e Y. PARCEL73 9 'p 1 N m
12 _ / 12 A.c N zisopT o') c p p 9.504±S.F. �q / �� \ B� 1 0' - o
CR ops' \ 1 1 �' AS -BUILT SWING TIES PROV'D �
\ I A c BY BARROW'S EXCAVATING I
( \ \ 4x10 -A,
\ \ DECK
3' W x 3' D 3/4" CRUSHED \ °f ad FFE 1q 0+ 129 3
STONE w/ 6" PERF. DRAIN /I 2) (1 A SOL 102}
PIPE (SEE DETAIL)' \ GR 6 1
\ / T
128
\ s.
\�
�S\ �
V o I VES
�9 1g. R N
DESCRIPTION
HCA
HC -2
SEPTIC COVER IN (1)
27.3'
40.0'
SEPTIC COVER OUT (2)
31.3'
42.0'
DISTRIBUTION BOX (3)
39.3'
38.6'
INFILTRATOR (4)
60.0'
16.5'
INFILTRATOR (5)
31.0'
1 64.0'
BACKFILL
1s^ 10" x 16"
CONTINUOUS
FOOTING
TYPICAL WALL DETAIL
�p \ I �� • GP n .- ERN _ _ \ \ NOT TO SCALE
n
or;130+}
MAP 29 \ \ �yN I \ v 3�. 5' CEDAR \ \
PARCEL 76 EDGE OF GRASS \ N 4) ° 115 m
N/F ALMQUIST, JR. \ \\ 2926 v� (TYP OF 2)
HYDRANGEA Z \
\ (TYP OF 11) \
MAP 29 MAP 29 CRUSHED STONE (TYP)
PARCEL 77 PARCEL 72 0 10 20 40 80 FEET
N/F BECOTTE & GIFFORD N/F DEVONIS
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't 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 6 INCHES 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.) EXISTING UTILITIES SHOWN ON PLAN ARE CONSIDERED TO BE APPROXIMATE IN LOCATION.
TOF = 14.0'±
8.) THIS PROJECT WAS APPROVED BY THE TOWN OF YARMOUTH PRIOR TO THE CHANGE OF THE FINISHED GRADE VARIES T_
FEMA FLOOD ZONE MAP (i.e. MAP REVISED ON 7-16-2014). ELEVATION DATUM SHOWN ON THIS PLAN i 8" CONC. WALLS
IS BASED ON N.G.V.D. 29, WHICH IS HIGHER IN ELEVATION THAN N.A.V.D. 88 DATUM BY 0.87 FEET. 8" MIN
1.5 FT (MtN)
TRIM CAP WITH CONT. ADHESIVE (AS PER 130_BACKFILL 4" CONC. SLAB
MANUFACTURER'S RECOMMENDATIONS) EL.=10.2'±
�6"� TOP WALL EL. = VARIES 6" DIA. SCH. 40 PVC PERF. DRAIN 3
8" H x 18" L x 21.5^ w BLOCKS PIPE (2% MIN. PITCH TO WALL) GRAVEL BACKFILL
�..:,
00
HEIGHT
�CC) VARIES 3/4" CRUSHED STONE 3
6" OF 3/4" CRUSHED STONE MIRAFI FILTER FABRIC
TO BE PLACED BEHIND AND
BENEATH THE WALL 40 MIL. IMPERVIOUS L)
GEOMEMBRANE LINER
tql EMBEDMENT 1.5" BURIAL
FOR EVERY V HEIGHT
16^_A \\\- 10" x 16"
COMPACTED GRANULAR BASE OR CONTINUOUS
FOOTING
OPTIONAL CONCRETE LEVELING PAN
RETAINING WALL (TYP) FOUNDATION DRAINAGE DETAIL
NOT TO SCALE NOT TO SCALE
ALTERNATE STRAP
LOCATIONS ON SIDES
B-1/4' OPENING L
3-0'
OPEN
ROUGH BPEMNG
WEN
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MICHAEL & CAROLYN CORNALE
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STRA
AT
Smart VENT®
888-628 4115
EXTERIOR VIEW
DOOR SHOWN OPEN
IN FRAME
PS GO BEHIND WALL
AND CAN BE BROKEN OFF
SLOTS TO AVOID
RCTM x`n
EXTERIOR INTERIOR
DOOR
REMOVED UPPER STRAPS
> >
BEHIND WALL
> ALTERNATE
�> SIDE STRAPS
jI� > BERM WALL
II I 1 1 2'x 15-1/4' OPEN
DOOR
OPEN
FRAME
IY
SMART VENT DETAIL
(NOT TO SCALE)
3'x I5-1/4' OPEN
„
> BOTTOM STRAPS
>> BEHIND WALL
,>
> >
SECTION VIEW
OWNER OF RECORD:r�«�"J
MICHAEL & CAROLYN CORNALE
TRUSTEES OF THE 19 GRIST MILL
LANE REALTY TRUST222
DRIVE
c Qe
SITE ^v
PLAN
v R U' LT PLA `�
DU DIA ONOTARIO, 9H6Z2, CANADA
AT
OLD FEMA FLOOD ZONE:
I
19 GRIST MILL LANE
ZONE A9 (EL.10), B, & C
WEST YARMOUTH, MA 02673
NEW FEMA FLOOD ZONE:
ZONE B & AE (ELA1)
PREPARED FOR:
AS SHOWN ON COMMUNITY PANEL:
DUBLIN CONSTRUCTION, INC.
#25001C0569J (DATED 7-16-14)
4
ASSESSOR'S MAP & PARCEL:
..
PREPARED BY:
MAP 29, PARCEL 73
'I JC ENGINEERING, INC.
DEED REFERENCE:2854
CIO
CRANBERRY HIGHWAY
DEED BOOK 28451, PAGE 112 ',I;
�1
EAST WAREHAM, MA 02538
PLAN REFERENCE:
SCALE: 1" = 20'
DATE: AUGUST 4, 2015
PLAN BOOK 153, PAGE 47
-
REVA: AUGUST 26, 2015
JOB#2888