HomeMy WebLinkAbout83-1693 - Site PlanSALT MARSH
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PROP. 1500 GAL.
SEPTIC TANK
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SALT MARSH
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II WHERE WITHIN 10' OF SEPTIC
II SYSTEM COMPONENTS, OR
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28 (LOCATION SHOWN ONLY VERY
293• APPROXIMATE)
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PORTION OF PRESSURE LINE TO I I
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BE INSTALLED WITHIN LSCSF I ,
/ I , INSTALL 928'± OF 2" SCH. 40 PRESSURE PIPE (THIN DIRT DRIVEWAY,
I I 1 AT 4' MINIMUM BELOW GRADE (TO AVOID FROST). IF GROUNDWATER
\\ �` ENCOUNTERED WITHIN THE 4', LAY.PIPE AT GROUNDWATER LEVEL AND
FLOODZONE A5 EL 12 PROVIDE INSULATING BLANKET ABOVE PIPE. ENSURE NO HIGH POINTS
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NSTALLAT10N OF ANY
I I TREED/BRUSH AREA` I PORTION OF SYSTEM N
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I BENCHMARK: USE NAIL 404 3
1 IN DIRT DRIVEWAY AT 32'
ELEV. 19.3'
� +1.72 .
1 PROVIDE VENT WITH RCOAL FILTER
AND BUGSCREEN INAL PLACEMENT WITH
/ HOMEOWNER CO ULTATION)
+21.54
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SyORE p
7.00
03-325
-A1,
NOTE: WATERLINE AND ELECTRIC LINE RUN DOWN DIRT
DRIVEWAY. TELEPHONE LINE APPEARS TO RUN ABOUT 4'
WEST OF DIRT DRIVEWAY. PRIVATE MARK -OUT
REQUIRED/EXPORATORY DIGGING FOR EXACT LOCATIONS
REQUIRED.
,ff 506-362-4541
fay 506 352-9660
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
LOCUS
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SHORE ROAD
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LOCATION MAP NTS
ASSESSORS MAP 131 PARCEL 3
FLOODZONE A5 EL 12 AND A3
EL. 11
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 100 - EXISTING CONTOUR
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL WATER IS - EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASFIO H- O
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
__ ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9 COMPONENTS
SPECTION BY BOARD OFBHEALTH LAND PERMISSIONOBTOR CONCEALED AINEDINSPECTION
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
11. ELECTRICAL PERMIT REQUIRED
12. INSTALLER TO CONFIRM ADEQUACY OF ELECTRICAL SYSTEMS
FOR PUMP INSTALLATION; ELECTRICAL BY OTHERS
*WATERLINE IS WITHIN DIRT ACCESS ROAD. SLEEVE 2" PRESSURE
LINE WHERE WITHIN 10' OF WATERLINE
SHEET 1 OF 2
TITLE 5 REPAIR/SITE PLAN
126 THACHER SHORE ROAD
IN THE TOWN OF:
YARMOUTH(PORT)
PREPARED FOR: FREDERICA PERERA
40 0 40 80 1 0
SCALE: 1" = 40' DATE: OCTOBER 5, 2004
REV. 10/26/04 (WLL)
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E., P.L.S.
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