HomeMy WebLinkAbout5363Please fill out the form in its erttiret-y Prodding calor chips where
necessary. rpic4mL4AWcAPING,kxmwORLICrUnNG&ELEcmcmEmoNsITEPL4
NS
FOR NEW ffOINSES 42 ALEXANDER DRIVE (LOT 30)
NAME OF OWNER(S):
DONALD H. PRIESTLY
FOUNDATION (1S" MAX. EXPOSED)- �OTHER DRIVEWAY.- STONE
WALT{ WAY: NONE STEPS (INDICATE $RICK/CEMENTIOTEER). FARMERS PORCH
SEE PLANS
SIDINGTYPE: WHITE CEDAR SHINGLES COLOILCABOTS
(SEE SAMPLE) BLEACHING OIL
COVEY (INDICATE BRICK/STUCCO/WOODFACED) NONE COLOR: N/A
ROOF MATERIAL: ASPHALT PITCH (7117
ARCHITECTURAL STYLE MAX- EXP-_
WEATHERWOOD
WINDOWS (GRILLES PXQUMED)-INDICA'T'E SIZES
8 x 12 6/6
DOORS (INDICATE SIZES AND ST'I'LE W NOT LISTED ON
TRIM' (ALL WINDOWS & DOORS T11 MMED WITS 'X41 IXS)
-( SEE
MATERIAL OF TRIM: (WOOD, VINYL, ALUMINUM) WOOD
COLOR: FRONT: SW2260
SAMPLE) SCOTTISH BLUE
REAR: SW2123
COLOR: WHITE SW2123
SHUTTERS (WOODNnvYL) (PANELEDaDUVERED) VINYL COLOR; WHITE # 01
LOUVERED
GUT'TE'RS (WOODjALUI+fI iVM): ALUMINUM COLOR: WHITE
GARAGE DOORS: SIZE & STYLE: 9' x 7' PANELED DOOR COLOR: WHITE
�, .;• 'y. , ..
*SW2123
STORM WINDOWS & DOORS: NONE COLOR: N/A
(INDICATE SIZES IF NOT LISTED ON ELVATIONS) APPROVED ��
Ya??f lovT Q'OMMInEE A�71A
0SKYLIG ITS: TYPESIZE:
NONE �;i!� RD COLOR:
DECK: SIZE & MATERIAL' 10 1 x 14' DECK COLOR: RAW/NATURAL
MATERIAL:
MAHOGANY DECKING, RAIL, BALUSTERS, CAPS
P.T. FRAMING & POSTS COLO N
FENCING (NIAX- HEIGHT 61: STYLE: NONE / A
(SHOW LAYOUT & RUNNING FOOTAGE ON SITE PLAN)
rHO��YOUT RUNNIN FtaOTAGE ON SI'I�OPLANITE INAPPROPRIATE)
STONE
-While SW2123
Scottish Loch TWT SW79fin
le, colons) NONE
e, style, calor) NONE
COLOR N/A
COLOR: N/A
TION: SHRUBS AROUND ELECTRIC BOX TO SHIELD.
r ®j/
SCALE: ; i' _on
w�
••
w
0
Qo
ow
V
QN
f.:�
ACCESS COVER (WATERTIGHT) TO
WITHIN 6" OF FIN. GRADE
70P OF FNDN AT EL. 45.91ACCESS COVER TO WITHIN 6 OF FIN. G7�///
/! MINIMUM GROUND .75' OF COVER OVER 2 RECASTG2% SLOPE REQUIRED OVERROUND SURFACE AT EL. SSYSTEM `
42.0'
DEPTH OF FLOW = 4'
TEE SIZES:
INLET DEPTH = 10_1
OUTLET DEPTH = 14'_'
(MIN 2%
FOUNDATION -21
PROP
97-244 -L30
WALL
2
PROPOSED 1,500
GALLON SEPTIC
TANK (H-10
ND SURFACE AT EL. 35.0'±
RUN PIPE LEVEL r
FOR FIRST 2' 2" DOUBLE WASHED PEASTONE
BAFFLE 32.17 8�_>e\".0 og O O O O U CI O O 11
31.7' 0000 O 0000
6" CRUSHED STONE OR 2' O O O O O C) O O
MECHANICAL COMPACTION. (15.221 [2]) DODO O O O 0 0
BELOW FLOW LINE
J BELOW FLOW LINE 3/4" TO 1 1/2" DOUBLE WASHED STONE
)PE) (MIN 1% SLOPE) (MIN 1% SLOPE)
-SEPTIC TANK 131' D' BOX 8' LEACHING FACILITY
SYSTEM PROFILE
,\! \ (NOT TO SCALE)
:% ivC4 ' X\ CONFIRM SUITABLE S(
+
ni vnninco
GAR \\
pP
PROP � \
DWELL. �\
t
� TOP OF
r FNDN
bN 45.0
44
46
54
50
52
BENCHMARK - CB AT CENTERLINE
STA 8+56 ELEV. 51.22
LS TO EL. 24.1
SEE SOIL LOGS
wl
F
F " Q
a = x
0
a
_ EL.= 32m' -
.34',
2b34"
T 29.17
ASSESSORS MAP: 143 PARCEL: 105.12
ZONING DISTRICT: R40
MINIMUM YARD SETBACKS:
LEGEND
0"
2"
53.5
6"
51.67
-yq_
PROPOSED WATER LINE
72"
APPROXIMATE LOCATION
-16-
EXISTING CONTOUR
X 44,5
PROPOSED SPOT GRADE
-16--
PROPOSED CONTOUR
TH2
SOIL TEST HOLE
49
36\
SEE TEST HOLE LOG(S)
PERC RATE: <2
UTILITY POLE
QP
EXISTING CESSPOOL
NOT ALL
SYMEaS MAY APPEAR N DRAWNG
ASSESSORS MAP: 143 PARCEL: 105.12
ZONING DISTRICT: R40
MINIMUM YARD SETBACKS:
LOCATION MAP NOT TO SCALE
FRONT = 30'
5.17' SIDE = 20'
REAR = 20'
PLAN REF: LCP 34995 F DEPTH IN. TH1 LOT -29
*r FLOOD ZONE: C ( ) ELEVATION (FT.)
'VERIFY WITH TOWN OFFICIALS 0
SOIL CLASS: 1 2"
PERC RATE: <2 MIN./INCH
ELEVATION (FT.) TOP PERC: 50" 3"
"CONFIRM SUITABLE SOILS AND NO WATER TO
ELEV. 24.0' PRIOR TO ANY CONSTRUCTION ON SITE.
DEPTH (IN.) TH1
"
\
0
0"
2"
53.5
6"
51.67
26"
2
72"
43 5
132"
50.63
15
NOTE: VENT SYSTEM IF ANY
7"
\
PORTION LIES UNDER DRIVEWAY
6"
49
36\
10 YR
PERC RATE: <2
\
26"
28"
J4
2.5 Y
7/3
\
DATE: APRIL 21,
66"
{J
LOCATION MAP NOT TO SCALE
FRONT = 30'
5.17' SIDE = 20'
REAR = 20'
PLAN REF: LCP 34995 F DEPTH IN. TH1 LOT -29
*r FLOOD ZONE: C ( ) ELEVATION (FT.)
'VERIFY WITH TOWN OFFICIALS 0
SOIL CLASS: 1 2"
PERC RATE: <2 MIN./INCH
ELEVATION (FT.) TOP PERC: 50" 3"
"CONFIRM SUITABLE SOILS AND NO WATER TO
ELEV. 24.0' PRIOR TO ANY CONSTRUCTION ON SITE.
DEPTH (IN.) TH1
"
\
0
0"
2"
53.5
6"
51.67
26"
2
72"
43 5
132"
50.63
Ro\
NOTE: VENT SYSTEM IF ANY
7"
\
PORTION LIES UNDER DRIVEWAY
6"
49
36\
10 YR
PERC RATE: <2
\
26"
28"
J4
2.5 Y
7/3
\
DATE: APRIL 21,
66"
2)
500 GALLON H-20 LEACHING CHAMBERS
\WITH
4' DOUBLE WASHED STONE ALL
AROUND
\ -B
X
126"
ELEVATION (FT.)
0
ORGANIC
E
LOAMY SAND
7.5 YR 6/2
B
LOAMY SAND
10 YR 5/8
Cl
MED/COARSE SAND
10 YR 6/6
C2
MEDIUM SAND
2.5 Y 8/3
DEPTH (IN.) TH2
"
54.0
0
53.83
2"
53.5
6"
51.67
26"
48.5
72"
43 5
132"
0
ORGANIC
E
LOAMY SAND
7.5 YR 6/2
B
LOAMY SAND
7.5 YR 5/8
Cl
MED/COARSE SAND
10 YR 6/6
C2
MEDIUM SAND
2.5 Y 7/3
50.8
DATE: DEC 291 1997
A
ENGINEER: DAN OJALA, S.E.,
P.L.S.
10 YR
3/1
WITNESS: AMY VON HONE, R.S.
50.63
SAND
EXCAVATOR: BORTOLOTTI
7"
B
SOIL CLASS: I
LOAMY
SAND
10 YR
PERC RATE: <2
MIN./INCH
26"
50.3
TOP PERC: Cl
2.5 Y
7/3
DATE: APRIL 21,
1998
ENGINEER: DAN
OJALA, S.E., P.L.S.
WITNESS: AMY VON HONE, R.S.
48.63
120"
0
ORGANIC
A
SANDY
LOAM
10 YR
3/1
E
LOAMY
SAND
10 YR
6/1
B
LOAMY
SAND
10 YR
5/8
Cl
MEDIUM
SAND
2.5 Y
7/3
52.5
52.33
52.25
51,92
50.34
42.51
NO WATER FOUND
44.8 10% GRAVEL - DISCONTINUOUS BANDS OF
GRAVEL AT 60" AND FINE SAND AT 72"
NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON
39.8
L,866 S.F. 8`300 NO WATER FOUND NO WATER FOUND
8 6 �6S. F.
3 R S
TEST HOLE LOGS
(NOT TO SCALE)
SEPTIC SYSTEM DESIGN DATA
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED)
DESIGN FLOW: 3 BEDROOMS (110 GPD) = 330 GPD
ISOLATED WETLAND < 3000 SF (NOT SUBJECT SEPTIC TANK: 330 GPD ( 2 ) = 660
\ TO REGULATION UNDER YARMOUTH CONSERVATION
26 COMMISSION BY-LAW OR CH 131 SEC 40) USE A 1500 GALLON SEPTIC TANK
LEACHING:
28 BOTTOM: 25 X 12.83 = 321 SF.
'sem PROPOSED 1,500 GALLON SIDES: 2(12.83 + 25) X 2= 151 SF.
SEPTIC TANK - CENTER TEES (TYP.) TOTAL: 472 S.F. X 0.74 LTAR = 349 GPD > 330 O.K.
4 32 USE (2) 500 GALLON H-20 LEACHING CHAMBERS WITH
36 PROP RETgINING WALL 4' OF STONE ALL AROUND
>8 ELEV. 38.0 ±
SITE PLAN
SCALE: 1" = 40
H Of
0
MNE M. s
$ 0 LA N \H 6F Ma
GVIL HR S:
X92 A
o .2694
OJALA, 9hkR�s�Q` DY
°Nat LAO
BOARD OF HEALTH
MA
APPROVED DATE
off 508-362-4541
fox 508 362-9880
down cape engineering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS
SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 7
HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY
OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE, OR EQUIPMENT
IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. MUNICIPAL WATER IS AVAILABLE.
3. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR
15.00 TITLE 5 AND YARMOUTH HEALTH REGULATIONS.
4. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
5. DESIGN LOADING FOR SEPTIC TANK AND D -BOX TO BE AASHO
H-10 AND FOR LEACH CHAMBERS TO BE H-20.
6, PIPE JOINTS TO BE MADE WATERTIGHT.
7. WATER TEST D -BOX FOR LEVELNESS.
B. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
9. PIPE FOR SEPTIC SYSTEM TO BE SCH. 40-4" PVC,
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH,
11. NO VEHICLES OR CONSTRUCTION EQUIPMENT ALLOWED OVER
PROPOSED SYSTEM.
12. VERTICAL DATUM APPROXIMATED FROM QUAD.
TITLE 5 SYSTEM PLAN
OF
LOT 30 ALEXANDER DRIVE
IN THE TOWN OF:
YARMOUTHPORT
PREPARED FOR:
RESOURCES CONSTRUCTION LLC
40 0 40 80 120
SCALE: 1" = 40' DATE: MARCH 8, 2001