HomeMy WebLinkAboutEngineered Plan - 2015SAWCUT AND PAVE
As REQUIRED.
8" T -BASE SYSTEM PROFILE
2" BINDER (NOT TO SCALE)
CAUTION GAS LINE 1 TOPCOAT
I
PRECAST H-20 BENCHMARK
2 2 ) R20RS ( J 74.01'
7,o'0O
0 0 �'•
Ooo° 1000 GAL. 500 GAL °o°o
71.9'* 0006 aoaoc +.
°00°O O°00°C 71 .5' . 12'1 0°° D D C
"CoSEE � \71.25170.8' '' 000000C
D EXISTING ° D °20,00CD °
. , o 0 D o c •.. , o"G
o°o° LEACHING PIT °oDOL oDga EXISTINGo.
(DEMO) °°D°L EXISTING >D°^° LEACHING PIT °°
'o° °o°ot GAS 9AfX'LE > opo o°o
° o °°o°c GAS BAFFLE ,°o°o TO REMAIN D°°°C
> Op0 O�ODC ;p DOD �ODO0t
oa DOC - 1Z» o0 ooc
o°o° oDD°< ,coDo 0000[
1aoa 000^O i 000 °°ooc
O D O D O O O O'O 0 0 0 0 0 0 0 0 7°o°o G°O°'
7 0 0 0 O O C O D O O O O O O O O O '• i I .� . .f. •• i .... • •• r• •: v' y... , •.. •. •. .�• •. >° O° O O° O° C
O„O,.tl„O,. ,•O„O„O„O„O„0„O„D„O„O„0.,0-
RUN SEWER OOO"o"OUOUO"O"o"OUO"O"o"o"O" O"ovouo"o"O"o"o`•c. GO O ooDo°
• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �aoao D o 0 0 0 o D o a o 0 0 0 0 0^
THROUGH 2% MIN. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,°tl°DDD o 0 0 o D D a D D° D D D
NEWLINE 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. ^ D D ^D^D^° D„0, O O O„O••D„O• a
SLOPE 2% MIN. 6» CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 (21)
FILL WITH
COMPACTED SAND LEACHING PIT 7' SEPTIC TANK 7' LEACHING PIT
1500 GAL. H-20
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
/ PPROX. EXISTING WATER FROM
REV. 11-1980 PLAN BY GEORGE
E. PLUGGE
/ SPR (123-14.2)
W -
CHURCH
,
j
R _ ^ BENCHMARK:
_....-`, RIM EL. 74.01 >
NAVD88 a
KITCHEN FLO -------_ o
ONLY IM 74.6
LIQUID LE>71.9EXISTING LEACHINPIT SHALL BEPUMPED AND FILLEDWITH CLEAN SAND. i
RUN SEWER 1— ' LEACHING PIT
- THROUGH 2% MIN. �_. -•• —_ � RIM 74.0
_.._.. —
TOP STRUCTURE 72.3
/ 0 PROPOSE „_ INVERT 70.8
1500 GAL.
H-20 DUAL
COMPARTMENT
SEPTIC TANK
Scale: 1 "= 20'
LICE #80— l /1 0 10 20 30 40 50 FEET
ROUTE 6q
MAIN
CVCTCI A
`i
OVERVIEW
SCALE 1" = 100'
ASSESSORS MAP 123 PARCEL 14
NOTES
1. DATUM IS NAVD88
2. MUNICIPAL WATER IS AVAILABLE
y 3. MINIMUM PIPE PITCH TO BE 1/8» PER FOOT.
i
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
9 UNITS TO BE AASHO H -2Q:
+ 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
11"nAL G ND V v
DATE DANIEL A. OJALA, P.E., P.L.S.
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.
la RCYTT}
7-Q,
iu Date
.L
�
SEPTIC SKETCH
OF
329 ROUTE 6A
508-362-4541
YARMOUTHPORT, MA fa
dx 508-362-9 80
owncape.com
PREPARED FOR down Cape efi�'iftftrkff, h7t.
FIRST CONGREGATIONAL CHURCH civil engineers
land surveyors
JAN. 23, 2015 939 Main Street ( Rte 6A)
REV. MARCH 19, 2015 YARMOU THPOR T MA 02675