HomeMy WebLinkAboutEngineered Plan - 2014NOTES
SYSTEM STEM PROFILE MALL ARKED WITHCMAGNE ]ICTS SHALL TAPE OR BE 1. DATUM IS ASSUMED
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 2. MUNICIPAL WATER IS EXISTING
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS
TO WITHIN 3" GRADE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
TOP FOUND. EL. 24.2' FILTER FABRIC OVER STONE
2% SLOPE REQUIRED OVER SYSTEM 22.0 4. DESIGN LOADING FOR ALL PROPOSED PRECAST
22.5' MINIMUM .75' OF COVER OVER PRECAST UNITS TO BE AASHO H -LQ
BLOCKS OR
PRECAST H-10 NOTE: MIN. WALL THICKNESS 2" PRECAST RISERS
5. PIPE JOINTS TO BE MADE 'WATERTIGHT. '
RISERS (TYP.) 4"4�SCH40 PVC MORTAR ALL
2'0 COMPONENTS INVERT IN 18.5' I
PIPES LEVEL 1ST 2' �---4'--� tTVp � /- �---4'--� _ __, 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
2�1 2 * u 10" 1500 GAL H-1 U 14"
NOTE: TWO ; MM �mm® ®� ®�- .®O® ;°0°°0000
38 TEE SEPTIC TANK TEE 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
INVERTS OUT
20. 20.13 ° o ° s" MIN. SUMP7M.jEM:1EE_:
®®®�0��0� ®0® ,g°°°o °
° ° ° ° ° ° �0���0�® ®C]00�0 �� NOT TO BE USED FOR LOTLINE STAKING OR ANY
'0000°°°°O°° 12 MIN. INT. DGAS BAFFLE;.^�^� °°r� X0000 00OTHER PURPOSE.
°°�o�o�o� 16.54 LIQ. LEVEL (ACME OR EQUAL) 18.77 18.6
.• ,.• WATERTEST D'BOX 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
°° ° ° ° ° ° ° ° ° ° ° ° 0;0 000°0°°°°°°°° FOR LEVELNESS
'000o0000O000°00°0000°°0°0000 0 0 0 o- 0 00000 H-.10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR .EQUAL
°0°0°04^4^4^4^9^°0°0°0°0°^°^4^°^4^''409° ° 3 4"-1-1 2" DOUBLE `WASHED STONE 4' MIN. 9. COMPONENTS NOT TO BE BACKFILLED' OR
/ / (2) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES CONCEALED WITHOUT INSPECTION BY BOARD OF
6"_ CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' HEALTH AND PERMISSION OBTAINED FROM BOARD
L� COMPACTION. (15.221 [2]) OF HEALTH.
PRIOR TO INSTALLING ANY PORTION OF SAND.
LEGEND
99 EXISTING CONTOUR 21.69
X 99.1 EXIST. SPOT ELEV.
99 PROPOSED CONTOUR
21.75
(98.4] PROPOSED SPOT EL
TH, SYSTEM DESIGN.
Y TEST HOLE -
_ 18" AK 1 • q GARBAGE DISPOSER IS NOT ALLOWED
2,%- SLOPE OF GROUND 00,
T
2 EXISTING 2 BEDROOM DWELLING
C -ch UTILITY POLE 21.79 2
7 jQp DESIGN FLOW:. 3 BEDROOMS @ 110 GPD = 330: GPD
FIRE HYDRANT oo SHED ,. OA USE A 330 GPD DESIGN :FLOW
NOTE. NOT ALL SYMBOLS MAY APPEAR IN DRAWINGj �
22.14 16' OAK 2.05
X SEPTIC TANK: 330 GPD ` 2 = 660
22. ( )
TWIN CEDARS
N
x.21 USE A 1500 GAL. SEPTIC 'TANK
E LOGS p
TEST
HCL i� 0 TWIN 4" HOLLY
2209 BENCH MARK -CORNER OF
00
36 10" CEDAR 2.25 CONC. BULKHEAD. EL. = 23.5' SIDES: 2 LEACHING:
25 + 12.83 =
EER: DANIEL E. GONSALVES, SE #13587 ti 22.82 DECK. CLEANOUT 2.18 ( ) 2 (.74 )
112 GPD
ENGIN 21.9f� 22.9 (TYP.) X 49 13 -
AMY VON HONE RS BOTTOM 25 x 12.83 {.74) 237 GPD
.WITNESS.: ' _ X 22.zo
LOT
DATE. 8/19/1.4 7 z .66 TOTAL: 472 S.F. 349 GPD
N
_ < 2 MIN/INCH 15,657 Sq. Ft. 6 12" OAK 22.07
PERC. RATE 23.09 2 .14 USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
BOTH PAVER
INVERTS AT EL 21.2' WITH 4' STONE ALL AROUND ,_.�.,
CLASS �a
I SOILS PATIO _ �_=��y,e:�t; >Dri a�.a
3.48 P 23 22:18 '•'.�1�.�' I
ELEV. 0� EXIST. 24' 22.90
_.
DWELL. \ w . �,
0" 22.0 �' 3.09 I 23.41 P, m Dare
�P T.F. = 24.2' ��
LS x'23. MA
23.37
APPROVED DATE BOARD OF HEALTH
10YR 4/1 -4123.31.
6" - 21,94 23.03
2284 23.12
TITLE 5 SITE PLAN
B ,
OF
LS 7Q6 22.99 00
3009
1 OYR 5/8 � 4&04
' 22.37 23.1 23. '�
19.5 F � 18 BEVERLY ROAD
�� 2. 2.07
22.78 23.08 WEST YARMOUTH, MA
t
C po
o PREPARED FOR
PERC
-S10 22.76 NICOL ELEFTHER
FS'
22.17 DATE: AUGUST 21, 2014
2.5Y `7/4
;ter , ;. off 508-362-4541
em fax 508
-362-9880
21,91 X.2.27 downco e.com
•fir..? '9t..;:-;',.; .:,,i: ••...> ..
:.
a,Pn 8,
„
= o engineers
126 11.5' civil enq e rs
>, land surveyors
Scale. 1 20 -�tvaL �.` �� ....:: -:..
939 MainStreet Rte 6A)
NO GROUNDWATER ENCOUNTERED
� � ��; .,� • > :.:: : (
ATE OJALA P.E. P.eS: OUTHPORT MA 02675
30 40 5o FEET D DANIEL A. YARM
0 , 10 20 14-226 ELEFTHER.DWG
DCE #14-226
4.6
SLOPE 1 SLOPE
( )
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND
FOUNDATION- 18
, LEACHING
SEPTIC TANK " 34 D BOX 12 FACILITY
11.5' BOTTOM TH-1
No GROUNDWATER FOUND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
S MAP
LOCUS
MAX.
WORK.
NOT TO SCALE
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
ASSESSORS MAP 39 PARCEL 304
* LOCATIONS OF ALL ,
THE INSTALLER SHALL VERIFY THE
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SEPTIC' SYSTEM
PRIOR TO INSTALLING ANY PORTION OF SAND.
LEGEND
99 EXISTING CONTOUR 21.69
X 99.1 EXIST. SPOT ELEV.
99 PROPOSED CONTOUR
21.75
(98.4] PROPOSED SPOT EL
TH, SYSTEM DESIGN.
Y TEST HOLE -
_ 18" AK 1 • q GARBAGE DISPOSER IS NOT ALLOWED
2,%- SLOPE OF GROUND 00,
T
2 EXISTING 2 BEDROOM DWELLING
C -ch UTILITY POLE 21.79 2
7 jQp DESIGN FLOW:. 3 BEDROOMS @ 110 GPD = 330: GPD
FIRE HYDRANT oo SHED ,. OA USE A 330 GPD DESIGN :FLOW
NOTE. NOT ALL SYMBOLS MAY APPEAR IN DRAWINGj �
22.14 16' OAK 2.05
X SEPTIC TANK: 330 GPD ` 2 = 660
22. ( )
TWIN CEDARS
N
x.21 USE A 1500 GAL. SEPTIC 'TANK
E LOGS p
TEST
HCL i� 0 TWIN 4" HOLLY
2209 BENCH MARK -CORNER OF
00
36 10" CEDAR 2.25 CONC. BULKHEAD. EL. = 23.5' SIDES: 2 LEACHING:
25 + 12.83 =
EER: DANIEL E. GONSALVES, SE #13587 ti 22.82 DECK. CLEANOUT 2.18 ( ) 2 (.74 )
112 GPD
ENGIN 21.9f� 22.9 (TYP.) X 49 13 -
AMY VON HONE RS BOTTOM 25 x 12.83 {.74) 237 GPD
.WITNESS.: ' _ X 22.zo
LOT
DATE. 8/19/1.4 7 z .66 TOTAL: 472 S.F. 349 GPD
N
_ < 2 MIN/INCH 15,657 Sq. Ft. 6 12" OAK 22.07
PERC. RATE 23.09 2 .14 USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
BOTH PAVER
INVERTS AT EL 21.2' WITH 4' STONE ALL AROUND ,_.�.,
CLASS �a
I SOILS PATIO _ �_=��y,e:�t; >Dri a�.a
3.48 P 23 22:18 '•'.�1�.�' I
ELEV. 0� EXIST. 24' 22.90
_.
DWELL. \ w . �,
0" 22.0 �' 3.09 I 23.41 P, m Dare
�P T.F. = 24.2' ��
LS x'23. MA
23.37
APPROVED DATE BOARD OF HEALTH
10YR 4/1 -4123.31.
6" - 21,94 23.03
2284 23.12
TITLE 5 SITE PLAN
B ,
OF
LS 7Q6 22.99 00
3009
1 OYR 5/8 � 4&04
' 22.37 23.1 23. '�
19.5 F � 18 BEVERLY ROAD
�� 2. 2.07
22.78 23.08 WEST YARMOUTH, MA
t
C po
o PREPARED FOR
PERC
-S10 22.76 NICOL ELEFTHER
FS'
22.17 DATE: AUGUST 21, 2014
2.5Y `7/4
;ter , ;. off 508-362-4541
em fax 508
-362-9880
21,91 X.2.27 downco e.com
•fir..? '9t..;:-;',.; .:,,i: ••...> ..
:.
a,Pn 8,
„
= o engineers
126 11.5' civil enq e rs
>, land surveyors
Scale. 1 20 -�tvaL �.` �� ....:: -:..
939 MainStreet Rte 6A)
NO GROUNDWATER ENCOUNTERED
� � ��; .,� • > :.:: : (
ATE OJALA P.E. P.eS: OUTHPORT MA 02675
30 40 5o FEET D DANIEL A. YARM
0 , 10 20 14-226 ELEFTHER.DWG
DCE #14-226