HomeMy WebLinkAbout85 Old Hyannis Road - Site Plan 2ACCESS COVER WITHIN 6" TO FIN. GRADE ACCESS COVER (WATERTIGHT)
EL74.0t EL66tWITHIN 6" TO FIN. GRADE
MINIMUM .75' OF COVER OVER PRECAST
EL65.28t
PROPOSED 1,500 RUN PIPE LEVEL
FOR FIRST 2'
.83 5' GALLON SEPTIC
U283_30" H-10
v;
BOULDER/
LOT 4
49,092 s.f.
1.13 aa.
_84"
N �
J
O
( MIN. SLOPE)
4'
SYSTEM PROFILE
(NOT TO SCALE)
422.811
/PRoptECO
/ RETAiINNING )HALL /
1
/PROPOSED" � (l
DRIVEWAY
/ w
PROPOSED 3 / ee
BEDROOM DWELLING
VHIGHEST TOP OF
NDN = 80.0' \ . / 0 E
WASHED PEASTONE
EL66.5
EL
=63.83
Elm mOaC7
C3 C3 cl o 0000
0O M 0000
O O M L7 O 1:1O EL81.(
3/4" TO 1 1/2- DOUBLE WASHED STONE
LEACHING FACILITY BOTTOM OF r.11 a 5L 4`5
SEE SOIL LOGS:
(' (r J '0 4 I
PIT
LEGEND
TANK
(H-
10 )
TO BE LOCATED
GAS
L0
'
)
RETAINING/WAL
I
GAS SHUT OFF VALVE
\
N/
/6
BAFFLE EL63.25
EXISTING GAS LINE
i
PROPABSORPTION
4.4 t
EXISTING PHONE LINE
/.
6"
CRUSHED STONE OR MECHANICAL
YSTEM
DEPTH OF FLOW
- 4'COMPACTION.
------
(15.221 (2)).
REQUIRED TEE
SIZES:
\
ALONG THE SIDES,
+ 70.6
3.75' OF STONEA
INLET DEPTH
- 10"
MIN. BELOW
FLOW LINE
OUTLET DEPTH
= 14"
MIN. BELOW
THE FLOW LINE
SEE TEST HOLE LOG(S)
(--2-7. MIN. SLOPE)
(DOWN CAPE ENGINEERING)
(--1,7 MIN. SLOPE)
FOUNDATION
27'
SEPTIC TANK
4 D' BOX
v;
BOULDER/
LOT 4
49,092 s.f.
1.13 aa.
_84"
N �
J
O
( MIN. SLOPE)
4'
SYSTEM PROFILE
(NOT TO SCALE)
422.811
/PRoptECO
/ RETAiINNING )HALL /
1
/PROPOSED" � (l
DRIVEWAY
/ w
PROPOSED 3 / ee
BEDROOM DWELLING
VHIGHEST TOP OF
NDN = 80.0' \ . / 0 E
WASHED PEASTONE
EL66.5
EL
=63.83
Elm mOaC7
C3 C3 cl o 0000
0O M 0000
O O M L7 O 1:1O EL81.(
3/4" TO 1 1/2- DOUBLE WASHED STONE
LEACHING FACILITY BOTTOM OF r.11 a 5L 4`5
SEE SOIL LOGS:
(' (r J '0 4 I
PIT
az' 4" 1 \
1 \ \
TH 3
/TH 1 \\
LEGEND
PROPOSED
WATER SHUT OFF VALVE
lJ
TO BE LOCATED
BENCHMARK:
L0
)
RETAINING/WAL
I
GAS SHUT OFF VALVE
\
N/
/6
STAKE &TACK
EXISTING GAS LINE
i
PROPABSORPTION
--- T,
EXISTING PHONE LINE
/.
SOIL
._.C,
YSTEM
V
3 - 500 GAL.
LEACHING
CHAMBERS
v.
WITH 4' OF STONE
\
ALONG THE SIDES,
+ 70.6
3.75' OF STONEA
--
THE ENDS
�iJ.85'
11
2.5 Y 6/4
N
l
150•
SEE TEST HOLE LOG(S)
54.5
(DOWN CAPE ENGINEERING)
ry
WITNESS: AMY VON HONE, RS
\ ty
p-BOXSED'
DEPTH (in.) TH2 ELEVATION
t
69.0
az' 4" 1 \
1 \ \
TH 3
/TH 1 \\
403 L4
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED)
NUMBER OF BEDROOMS: 4
USE A 440 G/D REQUIRED DESIGNRFLOW 40 G/D
SEPTIC TANK:
440 G/D (2) - 680 G/D
USE PROPOSED 1.500 GALLON SEPTIC TANK
LEACHING
SIDE AREA: 2' x 2' x (12.83'+33') - 183.3 SF
BOTTOM AREA: 12.83' x 33' - 423.4 SF
SIDES: 183.3 SF
+ BOTTOM: 423.4 SF
TOTAL: 606.7 SF
PROPOSED CAPACITY: 606.7 SF x 0.74 G/D/SF - 449 G/D O.K.
SEPTIC SYSTEM DESIGN DATA
lTROPOSED DRIVEWAY O f/ J
(L N
K-fi3:9-�����
11559.0£: /f t
/f
If
/ r
h O
o l 4
O
If / /+ iwl
/ I " iJ
iCOJL`z�
` \ 1 I ,o
! 1 I
! 17.5' II SPLIT STONE
1 t FOUND
(
I (1 o I J
1 1 )
5.92 I J
t 1 ± j
/ I f
IfIt
LEGEND
PROPOSED
WATER SHUT OFF VALVE
lJ
TO BE LOCATED
BENCHMARK:
EXISTING WATER UNE
)
RETAINING/WAL
I
GAS SHUT OFF VALVE
\
TO BE LOCATED
STAKE &TACK
EXISTING GAS LINE
TO BE LOCATED
--- T,
EXISTING PHONE LINE
EL.80.94
TO BE LOCATED
._.C,
EXISTING ELECTRIC LINE
V
TO BE LOCATED
__e`PvL-
/ /
/
PROPOSED
\
EXISTING CONTOUR
+ 70.6
EXISTING SPOT GRADE
--
RETAINING WALL
\ \
PROPOSED SPOT GRADE
2.5 Y 6/4
SOIL TEST HOLE
150•
SEE TEST HOLE LOG(S)
54.5
(DOWN CAPE ENGINEERING)
ry
WITNESS: AMY VON HONE, RS
EXCAVATOR: OWNER'S EXCAVATOR
DEPTH (in.) TH2 ELEVATION
0•
69.0
SOIL CLASS: I (SANDS, LOAMY SANDS)
O A
PERC RATE: < 2 MPI (5 MPI DESIGN)
SAND LOAM
(ASSIGNED 0 Cl)
10 YR 3 1
403.78 `\
6`
IIN�111 e,
68.6
LOAMY SAND
10 Y 5 6
NO WATER OBSERVED
38"
157.00
88.0
LOAMY SAND
10 Y 5/6
o�
1
1
62.0
TH ACHER
N1z
NSF JOSHUA p
2.5 Y 7/4
o
SITE PLAN
CI N
SCALE: 1`-30'
403 L4
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED)
NUMBER OF BEDROOMS: 4
USE A 440 G/D REQUIRED DESIGNRFLOW 40 G/D
SEPTIC TANK:
440 G/D (2) - 680 G/D
USE PROPOSED 1.500 GALLON SEPTIC TANK
LEACHING
SIDE AREA: 2' x 2' x (12.83'+33') - 183.3 SF
BOTTOM AREA: 12.83' x 33' - 423.4 SF
SIDES: 183.3 SF
+ BOTTOM: 423.4 SF
TOTAL: 606.7 SF
PROPOSED CAPACITY: 606.7 SF x 0.74 G/D/SF - 449 G/D O.K.
SEPTIC SYSTEM DESIGN DATA
lTROPOSED DRIVEWAY O f/ J
(L N
K-fi3:9-�����
11559.0£: /f t
/f
If
/ r
h O
o l 4
O
If / /+ iwl
/ I " iJ
iCOJL`z�
` \ 1 I ,o
! 1 I
! 17.5' II SPLIT STONE
1 t FOUND
(
I (1 o I J
1 1 )
5.92 I J
t 1 ± j
/ I f
IfIt
YAR OUTHPO T
I-
DENNIS R'R'
`POND/f V
X04 J��EP
5 St. I
N
H
LOCUS
MID CAPE � EXIT I
7 HICF/WAY - RT6
LOCUS MAP
SCALE 1• = 2000'
ASSESSORS MAP 94, PARCEL 1, LOT 4
FIAODZONE: C
'ZONING DISTRICT. R-40
MINIMUM YARD SETBACKS:
FRONT - 30 fl
SIDE/REAR - 20 fL
"TO BE CONFIRMED BY BUILDING COMMISSIONER
DEPTH (in.) THl ELEVATION
LEGEND
4&
WATER SHUT OFF VALVE
lJ
TO BE LOCATED
`w_
EXISTING WATER UNE
PROPOSED LOCATION
CrS`.D
GAS SHUT OFF VALVE
V
TO BE LOCATED
-��
EXISTING GAS LINE
TO BE LOCATED
--- T,
EXISTING PHONE LINE
68.7
TO BE LOCATED
._.C,
EXISTING ELECTRIC LINE
TO BE LOCATED
__e`PvL-
EXISTING CABLE T.V. LINE
TO BE LOCATED
28•
EXISTING CONTOUR
+ 70.6
EXISTING SPOT GRADE
--
PROPOSED CONTOUR
x
PROPOSED SPOT GRADE
2.5 Y 6/4
SOIL TEST HOLE
150•
SEE TEST HOLE LOG(S)
YAR OUTHPO T
I-
DENNIS R'R'
`POND/f V
X04 J��EP
5 St. I
N
H
LOCUS
MID CAPE � EXIT I
7 HICF/WAY - RT6
LOCUS MAP
SCALE 1• = 2000'
ASSESSORS MAP 94, PARCEL 1, LOT 4
FIAODZONE: C
'ZONING DISTRICT. R-40
MINIMUM YARD SETBACKS:
FRONT - 30 fl
SIDE/REAR - 20 fL
"TO BE CONFIRMED BY BUILDING COMMISSIONER
DEPTH (in.) THl ELEVATION
0
67.0
SOIL CLASS: I (SANDS, LOAMY SANDS)
A
PERC RATE: < 2 MPI (5 MPI DESIGN)
SANDY LOAM
PRESOAK: 0:00:00-0:09:45
10 YR 4/4
UNSUABLE
(24 GAL, < 15 MIN.)
4•9
68.7
< 9": 0:14:21
LOAMY SAND
BOTTOM PERC: AT 66" EL61.5
10 Y 546
UNSUITA LE
NO WATER OBSERVED
28•
C7
64.7
FINE SAND
DATE: 1/10/00
2.5 Y 6/4
ENGINEER: MICHAEL S. FARIA, SE
150•
54.5
(DOWN CAPE ENGINEERING)
WITNESS: AMY VON HONE, RS
EXCAVATOR: OWNER'S EXCAVATOR
DEPTH (in.) TH2 ELEVATION
0•
69.0
SOIL CLASS: I (SANDS, LOAMY SANDS)
O A
PERC RATE: < 2 MPI (5 MPI DESIGN)
SAND LOAM
(ASSIGNED 0 Cl)
10 YR 3 1
6`
IIN�111 e,
68.6
LOAMY SAND
10 Y 5 6
NO WATER OBSERVED
38"
Ct
88.0
LOAMY SAND
10 Y 5/6
84•
C2
62.0
FINE SAND
2.5 Y 7/4
TEST HOLE LOGS SCALE:
NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN 1S
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 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. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5
AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL DATUM IS NOVO. ELEVATION ASSUMED FROM QUAD.
4. DESIGN LOADING FOR ALL PRECAST UNITS
TO BE AASHTO-HIO.
5. THIS PLAN IS FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO
BE USED FOR ANY OTHER PURPOSE.
6. ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED,
7. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
B. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
9. PIPE JOINTS TO BE MADE WATERTIGHT.
10. WATER TEST D -BOX FOR LEVELNESS.
TITLE 5 SITE PLAN
.'1' --d/ OF LAND IN
off. 508-362-4541
fox 506-362-9660 YARMOUTHPORT, MA
OF :N2
down cape engineering, inc. PREPARED FOR SID SIDDHARDTH
LOCATED AT LOT 4 OLD HYANNIS ROAD
N Ci CIVIL ENGINEERS YARMOUTHPORT, MA 02675
aw H �LAND SURVEYORSSCALE: 1"=30' DATE: 9-25-00
S�Q
REVISED: 2-9-01
939 main St. yarmouth, ma 02675
� � NqL pN0 30 0 30 60 90 Ft.
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