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CITE PAD,GRAIN MO GNRi PIPE SHEET NOTES <br /> NOT SHOWN L TANK INSTALLATION TO BE COMPLETED PER MANUFACTURES <br /> SEE DETAIL 3•TITS SHEET INSTALLATION INSTRUCTIONS AND AS PROVIDED 14 THE <br /> MANUFACTURES SUBMITTAL DRAWINGS MANUFACTURER DRAWINGS <br /> fi BOLLAAO(rW) TAKEPRECEDENCE WHERE CONFLICTS WITH THESE PLANS MAY <br /> SEE SHEET DPIM FOR OCCUR. <br /> PLACEMENT LOCATION 2 PROVIDE 2%SLOPE TRANSITION AWAY FROM FILL AREA TO EXISTING <br /> GRACE POST TANK INSTALLATION- <br /> 3 DEWATERING OF PIT NAY BE REOUREO.DEWATERING G THE <br /> 5 FINIS ED GRADECONTRACTORS RESPONSIBILITY <br /> CIEM NATIVE 4. CONTRACTOR TO PROVIDE OWNER WITH RECLINES FOR ANY CHANGES <br /> ` TO DRAWINGS AT PROJECT COMPLETION. <br /> GRAVITY II ET <br /> 10 <br /> GRAVITY <br /> TO RESTROOM <br /> ROOF PENETRATION <br /> KEYNOTES <br /> FROM RP81100Y ROMTLEVLR.Y RO <br /> WASH DIOL Am O PROVDEMNMUMOFFSETWIALLSOESOFTA PER <br /> a MANUFACTURERS INSTALLATION INSTRUCTORS <br /> S <br /> * = 4 2O FULLY BED TANK FIRS IN PRIMARY BACKFILL <br /> F 3 3O PRIMARY BACKFILL TO TOP OF TANK INSTALL PER MANUFACTURERS <br /> WSTALLATION INSTRUCTIONS. <br /> ��O R1M1TLkl81 7O ®WRAP PRIMARY BACKFILL IN GEOTE%TLE FABRIC ALL SITES. <br /> 9. 6 D ROUTE TANK VENT TO RESTROOMS IN COMMON TRENCH WI INFLUENT <br /> Ib LINE.VENT THROUGH ROOF ON OUTSIDE OF EJOSTNG RESTROOM <br /> FACILITY. <br /> ©KEEP DRAFT MANHOLE UNOBSTRUCTED FOR SEPTIC TNM PUMPING. <br /> rLI ]O FLOATLEVEL I PROVIDES INPUT TO LEVEL HARM I.THIS S SETAT <br /> man <br /> THE'TIME-iO-PUM^LEVEL IAPPROX BD%)OFPESHNE VOLUME <br /> 8O FLOAT LEVEL 2 PROVIDES INPUT TO LEVEL NARM2.THIS N SETAT <br /> THE-EXCEEDING RESERVE STORAGE VOLLW EVEL(APP Oi M%) <br /> 2 OFRESERVE VOUAE. <br /> f WASTEWATER HOLDING TANK-SECTIONI INFuTA�unDTEADMA" .AIAsfRAPS PER MAMIFACMTFs <br /> T'=7 <br /> ea42nopBA <br /> ��TorABraR <br /> g RllmlelflLl%I110N <br /> i <br /> s <br /> R <br /> WASH OOWN AREA <br /> �10LMAILAISN ax3 covcaRE PAO S <br /> VENT TO RESIFDOM <br /> P FLOOR ORNN ~ ROOF PENETRATION <br /> mIM—LK <br /> TOWWHOLDNGTANK <br /> FROM RESTROGN4P-110MWASHDOWNAREA <br /> 7�j <br /> WAN <br /> 4'PJCGRAVffY INLET®2%SLOPE <br /> 3 WASTEWATER HOLDING TANK-SECTION 3 <br /> 2 WASTEWATER HOLDING TANK-SECTION 2 N.T.S <br /> a 101 P=2' <br /> _yR <br /> 5n SUDCTTII DRAWNBY SEW GA AS SHOWN <br /> GRINDSTONE JOE'S WATER SYSTEM DESIGN DATE <br /> % OINF DRAWN BY SEW AS SHOWN K KJEU7SEN 711 NPAM.g Awua OCTOBER 2019 <br /> 8 eEPr xN14900 W.HGHWAY 12 k90 <br /> aoLcAOSM <br /> sHEEr9 ENTFUTCN <br /> CTECKM NTC SINNOCK . <br /> HORMONTALOATUM oRCN.LORAY,INcscrE NEUDECK16wHs—Dn.s.2I2 WASTEWATER HOLDING TANK DP301 <br /> 3 CCS93.20NE3 0 %' 1' •• •""D5W"LYOE WAHsavMbnM.&m' SECTIONS <br /> SHEET <br /> PR0E OF ENO. <br /> aYa VERTTGLDAIUY war MUAcmm 9164033800 <br /> N0.DESCRIPTION DATE NAVDSB IJ.u.tl.ulil 24140070 <br />