HomeMy WebLinkAbout7-A024SPECIFICATION SHEET (YARMOUTH OKHC)
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• On Site Plan for New House: Indicate landscaping, exterior lighting and electric meter f
ADDRESS: I grus% gk-tt Rj, - -
FOUNDATION (18" MAX. EXPOSED): ONCRET THER DRIVEWAY: SSP A a it
WALK WAY: STEPS (INDICATE BRI%CFMENT/OTHER):
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SIDING TYPE &MATERIAL:.t c-�ya�tiard _ t 9�w, ��,ejucCOLOR:
CHIMNEY (INDICATE BRICK/STUCCO/WOODFACED) /rt4 COLOR:
ROOF MATERIAL: PITCH (7/12 MIN.) !�ez1Ct"'i 7r COLOR: �Y-WkA
MAX. EXP.
WINDOWS (GRILLES REQUIRED) (WOOD/OTHER)
(INDICATE SIZES IF NOT LISTED ON ELEVATIONS):
DOORS (WOOD/OTHER) ew e+aL ci4A fMlh wj w1.4A+w
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(INDICATE SIZES AND STYLE IF NOT LISTED ON ELEVATIONS):Ln
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TRIM: (ALL WINDOWS & DOORS TRIMMED WITH 1 X4 / 1 X5)
MATERIAL OF TRIM: GOED INYL, ALUMINUM)
SHUTTERS (WOODNINYL) (PANELED/LOUVERED) AtIA
GUTTERS (WOO ALUMINUM
GARAGE DOORS: SIZE & STYLE: NIA
STORM WINDOWS & DOORS: NIA
Q
(INDICATE SIZES IF NOT LISTED ON ELVATIONS)
SKYLIGHTS: TYPESIZE: A1114
WOOD DECK: SIZE:
COLOR:
WOOD FENCING (MAX. HEIGHT 6'): STYLE:
COLOR:
(SHOW LAYOUT & RUNNING FOOTAGE ON SITE PLAN)
PR ED
RETAINING WALL: (P.T. OR FIELDSTONE - CONCRETE
(SHOW LAYOUT & RUNNING FOOTAGE ON SITE PLAN)MAR O 8 Zd�7
tOLD
SIGNS: (indicate size, style, colors) N14 ARMOUTH&R:R'
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4
SIGN POST: (indicate size, style, color) MIA
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AnnrrrnNAT. UW0RMAT10N: S he -A th iYAr ack ✓ted
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>SPHALT SHINGLI
N 15# FELT PAPE
ALUM GUTTERS
Ix8 FASCIA BI
Ix8 FRIEZE
W.C. SHINGLI
51'2" EXPOSUI
ON TYVEK HOU:
WRQ
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r---� RIGHT SIDE .ELEVATION
5CALE:1/4"=1'-0"
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SPOUTS
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POSURE
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WRAP
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0 TOP PL.
ALUM FLASHING ON
2x2 HEAD CASING-TYP.
2ND FL. ELEV
TOP PL. - -
Ix4 CASING -
Ix6 CORNER
I5T FL. ELEV. 35.83'
_TOP OF END.
ELEV.=35.0'
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LEFT SIDE ELEVATION
C
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8x10 FIXTURE I I I I
W/ FLASHING II
Ix6 CA51NG
I DOORS -TTP. I
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— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — j
FRONT ELEVATION
SCALE: 114"=1'-O"
n
in
Ix3 DRIP BD ON
- Ix8 RAKE BD.
— ASPHALT SHINGLES
ALUM.
STEP FLASHING-TYP.
CEMENT
CLAPBOARDS
4" EXPOSURE
ON TYVEK
HOUSE WRAP
PAI NTED-(TYP. )
ALUM GUTTERS ON
Ix8 FASCIA BDS.
4x4 POSTS
w/Ix TRIM-TYP.
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II
II
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0 REAR ELEVATION
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MAY 2 5 2007
YARMOUTH 11
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TITLE:
EXTERIOR
ELEVATIONS
DATE ISSUED:
REVISIONS:
DRAWN BY: BD
PROJECT #:
DRAWING NO.:
04/24/07
C-0031-06
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TITLE:
EXTERIOR
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DATE ISSUED:
REVISIONS:
DRAWN BY: BD
PROJECT #:
DRAWING NO.:
04/24/07
C-0031-06
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SHINGLED CAP OVER
CONT. RIDGE VENT
I I I I I I I I I I I
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! 8x10 FIXTURE PROVIDE 36" HIGH WOOD RAILING
!
BILK. AT LOCATION: WHERE ADJACENT GRADES !
! I EXCEED 30" BELOW DECK SURFACE !
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L— — — — — — — — — — — — — — — — -- — — — — — — — — — —I— — — — — — — — — — — — — — — — — — — — — — — — J
l� RIGHT SIDE ELEVATION
ASPHALT SHINGLES
ON 15# FELT PAPER
ALUM GUTTERS ON
Ix8 FASCIA BDS.
Ix8 FRIEZE BDS.
W.C. SHINGLES —
5I'2" EXPOSu,.;z
ON TYVEK HOUSE
WRAP
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T'L- — — — - — — — — — — — — — - — — — — — — — — — — — — — - — — — — — — — — — J
� LEFT SIDE ELEVATION
SCALE:I/4" = P —0"
ASPHALT SHINGLES
ON 15# FELT PAPER
ALUM GUTTERS ON
Ix8 FASCIA BDS.
Ix8 FRIEZE BDS.
W.C. SHINGLES
56" EXPOSURE
ON TYVEK HOUSE
WRAP
0
i
co
0 TOP PL.
ALUM FLASHING ON
2x2 HEAD CASING-TYP.
2ND FL. ELEV.
TOP PL.
Ix4 CASING-TYP.
Ix6 CORNER BD.
4 IST FL. ELEV.
-----
12 Ix3 DRIP BD ON
7///�Ix8 RAKE BD.
12 - - -
ASPHALT SHINGLES
CEMENT\rr'
CLAPBOARDS
4" EXPOSURE
8x10 F IXTURE I I I
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Ix6 CASING I
AT DOORS-TYP. I
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FRONT ELEVATION
SCALE:I/4"=1'-0"
12
ONPIS#LFE T SHINGLES PAPER \\� 12
ALUM GUTTERS ON
Ix8 FASCIA BDS,
Ix8 FRIEZE BDS.
44 POSTS
w/Ix TRIM—TYP.
II
II
II
II
u
Ix3 DRIP BD ON
Ix8 RAKE BD.
W.C. SHINGLES
W.G. SHINGLES 5Y2" EXPOSURE I' i' � ON TYVEK HOUSE
51'2" EXPOSURE WRAP
ON TYVEK HOUSE
WRAP H fl
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II I I I I
II I I I I
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L— — — — — — — — — L — — — — — — — — — — — — — — — — — — — — — — — — — — —I— — — — — — —
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REAR ELEVATION
APP
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STAMP:
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TITLE:
EXTERIOR
ELEVATIONS
D/ -.TE ISSUED.
02/07/07
REVISIONS;
DRAWN BY: BD
PROJECT #;
C -0031 -Ob
DRAWING NO.:
LEGEND
100.0
PROPOSED SPOT ELEVATION
100x0
EXISTING SPOT ELEVATION
_F 00 -�
PROPOSED CONTOUR
100
EXISTING CONTOUR
W
PROPOSED WATER
DCE ¢#02-206
SYSTEM PROFILE
PROP. TOP FNDN. AT EL. 40.0' NOT To SCALE)
ACCESS COVER TO WITHIN 6' OF FIN. GRADE ( ACCESS COVER TO WITHIN 3" OF FIN. GRADE
ACCESS COVER (WATERTIGHT) TO I
38.0' MINIMUM .75' OF COVER OVER PRECAST F WITHIN 6" OF FIN. GRADE 2%.SLOPE REQUIRED OVER SYSTEM
4
INSTALL INLET
TEE 1' ABOVE
37.0' OUTLET INVERT
PROPOSED TO
GALLON S 34.7535.0' TANK (H- � 6' SUMP
BAFFLE 33.51 o '
MIN. (5A SLOPE) \._6' CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [23)
DEPTH OF FLOW = 4'
TEE SIZES:
INLET DEPTH 10"
OUTLET DEPTH = 14" (39 % SLOPE)
FOUNDATION— 18' — SEPTIC TANK 3'
2' DOUBLE WASHED PEASTONE -
RUN PIPE LEVEL OR GEOTEMLE FABRIC
FOR FIRST 2' / � ',
3 MAX.
3.4' 0
QQQQ
0"
O QQQQ
ELEV.
37.3'
0 33.3'
OQQQ
o aQo=
LS
O
E3
Q
Q Q Q O D
Q
8 2'
Q
Q
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3/4"
TO
1
1/2" DOUBLE WASHED
STONE
SLOPE)
USE A 1500 GAL. SEPTIC TANK
D' BOX 12'
LEACHING
FACILITY
B
/
X40 /
4p_ /
5'
BOTTOM TH-1 EL. 26.3'
SYSTEM DESIGN:
NOTES
1. DATUM IS APPROXIMATE NGVD
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO
H-10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
MASS. ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION
OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION
OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
COMMENCEMENT OF WORK.
11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 96 PARCEL 40
LOCUS IS WITHIN FEMA FLOOD ZONE "C"
AS SHOWN ON COMMUNITY PANEL
#250015 0003 C DATED JUNE 17, 1996
TEST HOLE LOGS
ENGINEER: DAVID FLAHERTY, R.S.
WITNESS: PHIL RENAUD, YBOH
DATE: JANUARY 16, 2007
PERC. RATE = < 2 MIN/INCH (ASSUMED)
CLASS I SOILS P#
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS @ 110 GPD
USE A 330 GPD DESIGN FLOW
= 330 GPD
0"
4
O/A/E
ELEV.
37.3'
0" Q
0/A/E
ELEV.
38_0'
LS
LS
SEPTIC TANK: 330 GPD (2) = 6601OYR
10YR 4/2
4/2
10"
36.5'
g"
37,2'
USE A 1500 GAL. SEPTIC TANK
B
B
LEACHING:
LS
LS
SIDES: 2 (25 + 12.83) 2 (.74) = 112
GPD
10YR 4/6
10YR 4/6
BOTTOM 25 x 12.83 (.74) = 237
GPD
32"
34.6'
36"
35.0'
TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL. LEACHING CHAMBERS
(ACME OR EQUAL)
C
C
WITH 4 STONE ALL AROUND
MA
APPROVED DATE BOARD OF HEALTH
MS
2.5Y 5/6
MS
2.5Y 5/6
132" I� 26_3' 120" 1
NO GROUNDWATER ENCOUNTERED
28.0'
TITLE 5 SITE PLAN
a
61 BRUSH HILL RD.
YARMOUTH (PORT), MA
PREPARED FOR
OUR FIRST HOME
DATE: FEBRUARY 9, 2007
Scale: l�PPR0GcVEp
10
0 10 '� MAY 2 5
2007
YARMOUT�I
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LAND SURVEYORS
939 Main Street — YARMOUTHPORT, MASS.
02-206OUR_FIRSTHOME TOPO LOTS 4-7.9,10.DWG (DDF)
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SITE PLAN 61 BRUSH HILL ROAD LOT
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PROPOSED NEW HOUSE
FOR;
- BROWN LINDQUIST FENUCCIO & RABER
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ARCHITECTS, INC.
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OUR FIRST HOME, INC./
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61 BRUSH HILL ROAD (LOT 6)
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MIX/f4K'ORi. FM 026]5 �' FAX 5084662-2822
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YARMOUTHPORT, MA