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SHEET NOTES <br /> 1. WASTEWATER HOLDING TANK TO BE INSTALLED PER SAN <br /> JOAQUIN COUNTY ONSITE WASTEWATER TREATMENT SYSTEM <br /> � - � �`•�� \� � A � � �lll � �� �� � ����� � � ��� � � �� �� � � �� � � � �� STANDARDS AND MANUFACTURERS INSTALLATION <br /> INSTRUCTIONS. <br /> 2. CONTRACTOR TO DEMO EXISTING WASTEWATER HOLDING TANK <br /> AFTER COMPLETION & INSPECTION OF NEW TANK <br /> (, C\ <br /> l � 3. EXISTING RESTROOMS TO BE PROTECTED IN PLACE. <br /> LD <br /> \� KEY NOTES <br /> PROVIDE BOLLARDS OR SIMILAR MEANS OF PREVENTING TRAFFIC <br /> FROM DRIVING ON TANK, <br /> O2 ROUTE TANK VENT LINE AND TANK INFLUENT LINE IN COMMON <br /> \ / <br /> TRENCH, VENT THROUGH ROOF ON OUTSIDE OF EXISTING <br /> RESTROOM FACILITY. <br /> ROUTE LEVEL ALARM CONDUIT TO RESTROOM FACILITY. MOUNT <br /> LEVEL ALARM PANELS PER OWNER PREFERRED LOCATION. <br /> / CONTRACTOR TO COORDINATE. <br /> / (E) RESTROOM % LEVEL ALARM ® CONTRACTOR TO INSTALL BACKFLOW PREVENTER ON OWNER <br /> CONDUITSEE PREFERRED HOSE BIBB USED FOR WASH DOWN AREA, <br /> ELECTRICAL DRAWINGS O3 <br /> COOKING SINK DRAIN / BACKWATER VALVE <br /> ( <br /> (N) 4' PVC PIPE CONNECT M SEALED ROOF PENETRATION 1 / <br /> TO (E) PVC DRAIN FOR TANK VENT CONNECTION 1 <br /> _-_ VALVE BOX <br /> PROTECT (E) STORM WATER % <br /> —� DRAINAGE SYSTEM <br /> (N) 4• PVC CLEAN OUT % ® TYPO] <br /> �l WITH CONCRETE COLLAR <br /> L <br /> (E) WASTE WATER ? / <br /> HOLDING TANK '0302 � � ` \ \ \ 1�.d0 2' PVC TANK VENT <br /> CIV <br /> o <br /> L <br /> a f \ <br /> 0 <br /> o DEMO (E) WASTEWATER \ <br /> i HOLDING TANK AND ALL <br /> oAPPURTENANT PIPING ISOLATION VALVE <br /> o (N) 40 SS PIPE \ / WASH DOWN AREA <br /> j <br /> DRAINPIPE <br /> o 6", 3' X 3' CONCRETE WASH DOWN <br /> O PAD WITH DRAIN AT CENTER <br /> co \ (FLUSH WITH FINISHED GRADE, <br /> R 1 % MIN SLOPE TOWARDS DRAIN ON <br /> / Z ALL CONCRETE SURFACE) 0 <br /> s <br /> co <br /> 0 <br /> .o <br /> W <br /> E <br /> N <br /> O <br /> 3 <br /> I <br /> 0 <br /> 0 <br /> co <br /> 1. <br /> 0 <br /> E <br /> a <br /> my <br /> 011 <br /> Iit <br /> oI <br /> c <br /> 0m <br /> C <br /> CN <br /> C <br /> 0 SUBMITTAL DESIGN BY SEW DRAWINGSCALE GRINDSTONE JOE'S WATER SYSTEM DESIGN DATE <br /> � N W �oFE°s °Ke KJELDSEN 711 NPershingAvenue OCTOBER 2019 <br /> N A Date Ay s. a . , F DRAWN BY SEW 1 " = 4' K stockton, CA 95203 14900 W. HIGHWAY 12 #90 <br /> /o 00 75 SEPT. 2019 z =' CHECK BY NTC S S I N N O C K LODI, CA 95242 SHEET IDENTIFICATION <br /> a w ' C66222 209-946-0266 <br /> aH 0 HORIZONTALDATUM ORIGINAL DRAWING SCALE N NEUDECK 1550 Harbor Drive, Suite WASTEWATER HOLDING TANK DP101 <br /> wQ "' CCS83, ZONE3 Inc . VV,LENG06EEk) & LANDYjkvEIORS SHEET 5 OF 9 <br /> vaso 0 °e o °lr� °^''� �.�`' 0 /• 1 " West Sacramento, CA 95691 SITE LAYOUT AND PIPING PLAN KSNPROJECTFILENO. <br /> a~ NO. DESCRIPTION DATE APPR. VERTINAVD88 M www.ksninccom 2414-0010 <br /> s a � 916-403-5900 <br />