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i <br /> CONCRETE PAD, DRAIN AND DRAIN PIPE SHEET NOTES <br /> NOT SHOWN 1. TANK INSTALLATION TO BE COMPLETED PER MANUFACTURES <br /> SEE DETAIL 3, THIS SHEET <br /> INSTALLATION INSTRUCTIONS AND AS PROVIDED IN THE <br /> MANUFACTURES SUBMITTAL DRAWINGS, MANUFACTURER DRAWINGS <br /> 6 BOLLARD (TYP) TAKE PRECEDENCE WHERE CONFLICTS WITHTHESE PLANS MAY <br /> SEE SHEET DP103 FOR OCCUR, <br /> PLACEMENT LOCATION 2, PROVIDE 2% SLOPE TRANSITION AWAY FROM FILL AREA TO EXISTING <br /> GRADE POST TANK INSTALLATION. <br /> _ 3. DEWATERING OF PIT MAY BE REQUIRED. DEWATERING IS THE <br /> 5 0 o a FINISHED GRADE CONTRACTORS RESPONSIBILITY, <br /> CLEAN NATIVE 4, CONTRACTOR TO PROVIDE OWNER WITH REDLINES FORANY CHANGES <br /> TO DRAWINGS AT PROJECT COMPLETION, <br /> 4" PVC <br /> GRAVITY INLET @ 2% SLOPE <br /> TO RESTROOM HI II I—I I I— I <br /> ROOF PENETRATION <br /> KEYNOTES <br /> FROM RESTROOM/ FLOAT LEVEL 2 <br /> WASH DOWN AREA <br /> O PROVIDE MINIMUM OFFSET ONALLSIDESOFTANK PER <br /> g4 MANUFACTURERS INSTALLATION INSTRUCTIONS, <br /> 4 O2 FULLY BED TANK RIBS IN PRIMARY BACKFILL <br /> 3 O3 PRIMARY BACKFILL TO TOP OF TANK INSTALL PER MANUFACTURERS <br /> w INSTALLATION INSTRUCTIONS. <br /> x <br /> ® <br /> 4' MIN. O1 I FLOAT LEVEL 1 O WRAP PRIMARY BACKFILL IN GEOTEXTILE FABRIC ALLSIDES. <br /> r9 SO ROUTE TANK VENT TO RESTROOMS IN COMMON TRENCH W/ WFLUENT <br /> LINE. VENT THROUGH ROOF ON OUTSIDE OF EXISTING RESTROOM <br /> FACILITY. <br /> © KEEP DRAFT MANHOLE UNOBSTRUCTED FOR SEPTIC TANK PUMPING. <br /> O FLOAT LEVEL 1 PROVIDES INPUT TO LEVEL ALARM 1. THIS IS SETAT <br /> THE "TIME-TO-PUMP" LEVEL (APPROX. 800/6) OF RESERVE VOLUME. <br /> rn <br /> ® FLOAT LEVEL 2 PROVIDES INPUT TO LEVEL ALARM 2 THIS IS SETAT <br /> o THE "EXCEEDING RESERVE STORAGE VOLUME" LEVEL (APPROX, 98%) <br /> N� 2 OF RESERVE VOLUME, <br /> 1 WASTEWATER HOLDING TANK SECTION 1 0 <br /> INSTALL DEADMAN, TURNBUCKLE, AND STRAPS PER MANUFACTURES <br /> INSTALLATION INSTRUCTIONS, <br /> DP101 1 " = 2' <br /> I <br /> 0 <br /> BOLLARD (TYP) <br /> SEE SHEET DP103 FOR <br /> PLACEMENT LOCATION <br /> 0 <br /> V <br /> O <br /> WASH DOWN AREA o 0 <br /> ��° I II IHI IHI I II IHI � TOLEVEL ALARMS 3X3 CONCRETE PAD 5 <br /> I <br /> tr `` <br /> i <br /> VENT TO RESTROOM <br /> 4" FLOOR DRAIN - - - - ROOF PENETRATION <br /> = <br /> 20 PVC VENT - - - - - - <br /> PIPE THRU ROOF <br /> o TO WW HOLDING TANK <br /> c <br /> FROM RESTROOM/ <br /> 4" PVC INFLUENT LINE WASH DOWN AREA <br /> w <br /> I <br /> u TANK STRAPS <br /> x <br /> 401 <br /> n GRAVITY INLET @2% SLOPE <br /> 0 <br /> 3 <br /> I <br /> 0 FLOAT B <br /> 0RACE 9 <br /> 0 <br /> 0 <br /> gE 3 WASTEWATER HOLDING TANK- SECTION 3 <br /> ° a DP101 N .T.S <br /> 2 WASTEWATER HOLDING TANK- SECTION 2 <br /> DP10 1 " = 2' <br /> CN <br /> C <br /> al �e4O1d SUBMITTAL w DESIGN BY SEW DRAWING SCALE GRINDSTONE JOE'S WATER SYSTEM DESIGN DATE <br /> N k K,JEL_DSEN 211NPershingAvenue OCTOBER 2019 <br /> d /6 Date z �9 s. e Fy DRAWN BY SEW AS SHOWN K 14900 W. HIGHWAY 12 #90 <br /> "o"ton, CA 95203 <br /> 0 o0 °0 75 SEPT. 2019 z m CHECK BY NTC S S I N N O C K LODI, CA 95242 SHEET IDENTIFICATION <br /> li F - C86222 209-946-0268 WASTEWATER HOLDING TANK <br /> G . ° . HORIZONTAL DATUM owclNnL orsawlNc scatE N N E U D E C K 1550 Ha bor Drive, Suite 212 D P301 <br /> ' a ' CCS83, ZONE3 IEIC. UVREN°RffERSdLAN05'JRVEYOFS SHEET 6 OF 9 <br /> � � °° 'o °�F °rw� ��T 0 /z" 1 ' West Sacramento, CA 95691 SECTIONS <br /> VERTICALDATUM www.ksnim.com <br /> orG°E KSN PROJECT FILE N0. <br /> � a $ NO. DESCRIPTION DATE APPR. NAVDBB I 916-4035900 2414-0010 <br />