HomeMy WebLinkAbout11 Carriage Lane - Site Plan 3LEGEND
- 99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
99
PROPOSED CONTOUR
[98.4]
PROPOSED SPOT EL.
TH1
(3)H-10 (1)
3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. ALT + H-20
H-20 500 GAL. LEACHING CHAMBER BY
ACME PRECAST OR EQUAL. (4) UNITS REQUIRED
TEST HOLE
2
SLOPE OF GROUND
Cob
UTILITY POLE
STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 42.00' X 12.83'
FIRE HYDRANT
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
LICE ## 14-312
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 5 BEDROOM DWELLING
DESIGN FLOW: 5 BEDROOMS ® 110 GPD = 550 GPD
USE A 550 GPD DESIGN FLOW
SEPTIC TANK: 550 GPD (2) = 1100
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (42 + 12.83) 2 (.74) = 162 GPD
BOTTOM 42 x 12.83 (.74) = 398 GPD
TOTAL: 756 S.F. 560 GPD
USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
65.0' MINIMUM 75' OF COVER OVER PRECA`.
SYSTEM PROFILE
(NOT TO SCALE)
2" PEASTONE OR GEOTEXTILE
1 FILTER FABRIC OVER STONE
PRECAST H-10 NOTE: 2" MIN. WALL
RISERS (TYPJ THICKNESS REQUIRED
2'0 4"OSCH40 PVC
PIPES LEVEL IST 2'
*62.87' 10" ALT 1 H-20 14"
61.27' TEE 1500 GAL H-10 TEE 61.02'
SEPTIC TANK
4' DQ. LEVEL u,
ACME OR EQUAL GAS BAFFLE ,.
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
CONCRETE COVERS TO WITHIN 3" GRADE
2% SLOPE REQUIRED OVER SYSTEM 63.0' W
BLOCKS OR
MORTAR ALL PRECAST RISERS
COMPONENTS H-10
(TYP.) INV'!
( 8 % SLOPE)
FOUNDATION- 20' - SEPTIC TANK
SLOPE)
23' -
AGE LANE __,---
CARFi�
BENCHMARK:
CENTER BASIN
ELEVATION = 61.3
R=462.57 I
RESERVE
AREA \
PROPOSED REGRADING �\ \
QF
TH 1 \
D' BOX -
F? -10
AL.T1 - H'')-0
(% SLOPE)
- 17' -
--- �T---- --- ---- CONC.
J / BND.
n
O
/0 5' REMOVAL OF UNS BYA LE SOIL s& 'j 1
REQUIRED AROUND ERIMETER OF \ -
G I O O LEACHING FACILI DOWN TO SUITABBIaE
SOIL LAYER. REPLACE WITH CLEAN MEbr�
SAND, TO MEET S ECIFICATIONS OF 31 _ N
CMR 15.255(3) ; u
1 I 1
PROPO D FNDN. P NTING 11
II (HYDRANG )
PROP. DWELL.
T.F. EL. 67.0'
DECK
POOL
PROP. PATIO
POOL
+ LAWN AREA
+02.
f
PROP. LEYLAND
CYPRESS (TYP)
EXIST. 40"
OAK (SAVE)
59.52'
59.35'
PROP. LAMP
o
Tho
WATER TEST D'BOX FOR LEVELNESS
EL. 57.2
Joao°o°°o°o°oma°o�oo
0 0 ° r."_ _ _n_°.o o
60'
(3)H-10 (1)
3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. ALT + H-20
H-20 500 GAL. LEACHING CHAMBER BY
ACME PRECAST OR EQUAL. (4) UNITS REQUIRED
\
ALL AROUND PRECAST STRUCTURES
6" CRUSHED
STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 42.00' X 12.83'
LS
COMPACTION.
(15.221 [21)
1OYR 4/2
\
( 8 % SLOPE)
FOUNDATION- 20' - SEPTIC TANK
SLOPE)
23' -
AGE LANE __,---
CARFi�
BENCHMARK:
CENTER BASIN
ELEVATION = 61.3
R=462.57 I
RESERVE
AREA \
PROPOSED REGRADING �\ \
QF
TH 1 \
D' BOX -
F? -10
AL.T1 - H'')-0
(% SLOPE)
- 17' -
--- �T---- --- ---- CONC.
J / BND.
n
O
/0 5' REMOVAL OF UNS BYA LE SOIL s& 'j 1
REQUIRED AROUND ERIMETER OF \ -
G I O O LEACHING FACILI DOWN TO SUITABBIaE
SOIL LAYER. REPLACE WITH CLEAN MEbr�
SAND, TO MEET S ECIFICATIONS OF 31 _ N
CMR 15.255(3) ; u
1 I 1
PROPO D FNDN. P NTING 11
II (HYDRANG )
PROP. DWELL.
T.F. EL. 67.0'
DECK
POOL
PROP. PATIO
POOL
+ LAWN AREA
+02.
f
PROP. LEYLAND
CYPRESS (TYP)
EXIST. 40"
OAK (SAVE)
50.0' BOTTOM TH-2
NO GROUNDWATER FOUND
LEACHING
FACILITY
� I I
I I
PROP. HVAC AND POOL
EQUIPMENT AREA
i
I I
I I
i
I I
EXIST. 30"
MAPLE
NOTES
1. DATUM IS NGVD 29
2. MUNICIPAL WATER IS PROPOSED
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H-14
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (TITLE 5.)
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. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
13. POOL ENCLOSURE SHALL BE PER STATE AND LOCAL
REGULATIONS.
4
Ui°`�
PROP. LAMP
o
Tho
e
POST ( )
'moo
60'
A
A
\
SL
Rte 6,4
LS
O
1OYR 4/2
\
1OYR 4/2
ZZ
P
c
o Sand
B
PROP. BRICK
B
\
WALK
LS
O
LS
o
10YR 4/6
59.5 47"
Dennis
Pond
Z�
a
O
MS
C
54
2.5Y 6/6
55.5'
PERC
C2
MCS
CS & GRAVEL
\
B0"
PIR P. ICKET
\
/
FENCE
C3
MCS
2.5Y 6/4
i
I
I
i
i
GARAGE
i pi
SLAB EL.
2.6
ii 66.5'
i �
\
50.0' BOTTOM TH-2
NO GROUNDWATER FOUND
LEACHING
FACILITY
� I I
I I
PROP. HVAC AND POOL
EQUIPMENT AREA
i
I I
I I
i
I I
EXIST. 30"
MAPLE
NOTES
1. DATUM IS NGVD 29
2. MUNICIPAL WATER IS PROPOSED
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H-14
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (TITLE 5.)
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. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
13. POOL ENCLOSURE SHALL BE PER STATE AND LOCAL
REGULATIONS.
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 112 PARCEL 47.1
LOCUS IS WITHIN FEMA FLOOD ZONE X
TEST HOLE LOGS
ENGINEER: A. H. OJALA, PE
WITNESS: AMY VON HONE, RS
DATE: 11-6-14
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
4
ELEV.
4
o
Tho
e
Rood
'moo
60'
A
A
SL
Rte 6,4
LS
1OYR 4/2
f
1OYR 4/2
ZZ
P
c
o Sand
B
B
LOCUS
LS
O
LS
o
10YR 4/6
59.5 47"
Dennis
Pond
Z�
a
O
MS
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 112 PARCEL 47.1
LOCUS IS WITHIN FEMA FLOOD ZONE X
TEST HOLE LOGS
ENGINEER: A. H. OJALA, PE
WITNESS: AMY VON HONE, RS
DATE: 11-6-14
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
132" I 150_5' 120" I I 50'
NO GROUNDWATER ENCOUNTERED
hpElea,
+
th Dl%e�partc
IVa .e Date
SITE PLAN
OF
11 CARRIAGE LAME
YARMOUTH PORT
PREPARED FOR
PETER TROUTMAN
DECEMBER 9, 2014
REV. DEC. 17, 2014
DANIEL ya\ '�� -,p
� �° DANIELA, y6N off 508-362-4541
A' o OJALA I fox 508-362-9880
OJALA CIVIL N downcope.com
q No. 40980 No. 46502
/ OFES510� Q. PO.�PFG,STER�O2down cope engineering, inc.
AH S0RNE�O SSS/ON G�
// civil engineers
1, Scale: 1 "= 20' land surveyors
I 1 / 939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. 0 10 20 30 40 50 FEET YARMOUTHPORT MA 02675
4
ELEV.
4
ELEV.
0..
61.5' 0„
60'
A
A
SL
LS
1OYR 4/2
1OYR 4/2
,.
8
8.,
B
B
LS
LS
24"
10YR 4/6
59.5 47"
1OYR 4/6
56.1'
C1
MS
C
54
2.5Y 6/6
55.5'
PERC
C2
MCS
CS & GRAVEL
B0"
1OYR 6/4
55'
2.5Y 6/6
C3
MCS
2.5Y 6/4
132" I 150_5' 120" I I 50'
NO GROUNDWATER ENCOUNTERED
hpElea,
+
th Dl%e�partc
IVa .e Date
SITE PLAN
OF
11 CARRIAGE LAME
YARMOUTH PORT
PREPARED FOR
PETER TROUTMAN
DECEMBER 9, 2014
REV. DEC. 17, 2014
DANIEL ya\ '�� -,p
� �° DANIELA, y6N off 508-362-4541
A' o OJALA I fox 508-362-9880
OJALA CIVIL N downcope.com
q No. 40980 No. 46502
/ OFES510� Q. PO.�PFG,STER�O2down cope engineering, inc.
AH S0RNE�O SSS/ON G�
// civil engineers
1, Scale: 1 "= 20' land surveyors
I 1 / 939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. 0 10 20 30 40 50 FEET YARMOUTHPORT MA 02675