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HomeMy WebLinkAboutEngineered Plan - 2016ALL SYSTEM COMPONENTS SHALL BE S i 0 1 Myl PROr'L_m MARKED WITH MAGNETIC TAPE OR iyO�GV COMPARABLE MEANS FOR FUTURE LOCATION. PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT To SCALE) 1. DATUM IS NAVD 88 -ACCESS COVERS TO WITHIN 6", OF FIN. GRADECONCRETE COVERS TO WITHIN 3" GRADE 2' PEASTONE OR GEOTEXTILE 2, MUNICIPAL WATER IS EXISTING' TOP FOUND. EL. 24.1' FILTER FABRIC OVER STONE 22.7 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 22.5' 3. MINIMUM PIPE PITCH TO BE 1 /8 PER FOOT. NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST PRECAST H-�o THICKNESS REQUIRED BLOCKS OR UNITS TO BE AASHO H-10 RISERS (TYP:) , PRECAST RISERS 2'0 20.44' 4"0SCH40 PVC MORTAR ALL H-10 6" MIN. SUMP PIPES LEVEL 1ST 2' COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT. °� 12' MIN. INT. DIM. (TYP.) `��4� NS SIDES 19:53 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE 10,, 1500 GAL H-10 14" ;00000000° 6000000o WITH 310 CMR 15.000 TITLE 5. ,. 19.29' TEE SEPTIC TANK TEE 0[]00 .. ��00 �0�(]—� ^(��0� ;06000000 ( ) 19.04 ,�0�000�6 aoo�a000caao . Eaoa�c7a®000L� >0o000o0o >. 000000000000 WATERTEST D'BOX o >00000000 ;00000000 7: THIS PLAN IS FOR PROPOSED WORK ONLY AND HCl®OO®�0��® ®�0��00��©® o 0 0 0 NOT TO BE USED FOR LOT LINE STAKING OR ANY GAS BAFFLE., FOR LEVELNESS �i 100000000 ®�0���0��0® ���D�D�O�O® '06000000 4' LIQ. LEVEL (ACME OR EQUAL) 18.97 18.8' )00060000a o•00000000 16.7 OTHER PURPOSE. 0 0 0 0 o: o` o`` 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 0000000000000,00000000000000000,00000000000000000000000 . 0 0 0 0 0 0 0 0 0 0 0 0. , H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST ,OR EQUAL. oo0o_n__�+_o.o_o 0 3/4"-1-1/2' DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR ALL AROUND PRECAST STRUCTURES 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83'CONCEALED WITHOUT INSPECTION BY BOARD OF 'COMPACTION. (15.221 [2]) HEALTH AND PERMISSION OBTAINED FROM BOARD . OF . HEALTH. 10 CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND 11.5' BOTTOM TH-1 VERIFYING THE LOCATION OF ALL UNDERGROUND & LOCUS MAP SLOPE) ( 1 SLOPE) (1 SLOPE) N0 GROUNDWATER FOUND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK.: NOT TO SCALE 71 FOUNDATION— 16 SEPTIC TANK D' BOX 121 LEACHING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED FACILITY SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP..58 PARCEL 318. I PROPOSED LEACHING FACILITY. I . *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL SITE IS NOT LOCATED WITHIN A :ZONE II UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 12. EXISTING LEACHING FACILITY SHALL BE PUMPED r,r,Ir.r, Tll IAIPT- AI I IAI/N AAI./ M^n-rl/%KI /% r- croTIr cvc-rc►A AND REMOVED OR PUMPED AND FILLED WITH CLEAN