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ICON KIK NoTffs <br /> 7) THIS SITE PLAN DOES NOT CONSTITUTE A SURVEY. IT IS COUNTYAPPR01/AL <br /> SCHEMATIC IN NATURE AND PROVIDES FOR SEPTIC SYSTEM <br /> y LAY—OUT AND SITE REPRESENTATION ONLY. <br /> CONTRACTOR SHALL TAKE ALL MEASURES 2) HORIZONTAL DIMENSIONS REFLECT MEASUREMENTS TAKEN IN THE <br /> — TREE, GENERAL NECESSARY TO LOCATE AND AVOID FIELD. LQ <br /> o <br /> UNDERGROUND UTILITIES. 3) VERTICAL DIMENSIONS REFLECT FIELD MEASUREMENTS AND <br /> ON—LINE APPLICATIONS (I.E. GOOGLE EARTH, ETC.). MSL o <br /> DO NOT CUT OR DISTURB NATIVE ELEVATIONS SHOWN ARE APPROXIMATE ONLY. <br /> — OAK SOILS WITHIN 50 FEET OF DISPOSAL 4) ALL INFORMATION SHOWN ON THE DRAWING RELATIVE TO EXISTING <br /> OR REPLACEMENT AREAS, TYP. CONDITIONS IS SHOWN BASED ON THE MOST RELIABLE <br /> INFORMATION AVA&ABLE. ANY AND ALL DISCREPANCIES SHALL BE o <br /> IMMEDIATELY REVIEWED WITH SJB CONSULTING. <br /> �t <br /> NOTE: ALL COMPONENTS OF THIS SEPTIC 5} UNDERGROUND UTILITIES NOT SHOWN ON THIS PLAN MAY EXIST. �{ � <br /> • C — CEDAR SYSTEM MUST BE A MINIMUM OF 100 FEET THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND MARKING � ``{ <br /> �V f FROM ALL WELLS ALL UNDERGROUND UTILITIES PRIOR TO SYSTEM CONSTRUCTION. IVE <br /> 6) ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED BY <br /> EROSION CONTROL MEASURES THIS DRAWING ARE OWNED BY, AND ARE THE PROPERTY OF, THIS <br /> OFFICE AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ' o ` O o <br /> — PINE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF rr r <br /> All disturbed areas (tanks, disposal area, borrow areas), shall SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED <br /> be graded to insure positive runoff of surface water. These BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR V i <br /> areas should also be seeded, fertilized and mulched with the ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION d <br /> — FIR following (or equivalent) to control erosion: OF APPLIED WASTEWATER SOLUTIONS, INC. a d d d L "1� � <br /> 7) WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE <br /> f PRECEDENCE OVER SCALE DIMENSIONS. d z] a d Q <br /> Seed mixture: Blando Brome (5 lbs/1000 sq.ft.) or equiv. d ° d <br /> 8} BASE MAP FROM EDMOND JACOBS ARCHITECTS, 2018 � d c <br /> Fertilizer: 16-20-0 (20 Ibs/1000 sq.ft.) d ° \ <br /> — FRUIT TREE Mulch: 2-4 inches of act hay or straw <br /> ll <br /> For best results, erosion control operations should be , a 4 ° Q d <br /> completed between September 15th and October 15th. KNOWmarsbelow. � d� d Q ©. ° 4 � � <br /> i <br /> �. — BUSH � � d d � <br /> Call beton you dig. ° a i^ <br /> o � Q <br /> ALL TANKS SHALL BE 4 o <br /> J <br /> AND <br /> MONOLITHIC, <br /> WATER-TIGHT TPERAPPROVED <br /> COUNTY d d ° d a ° <br /> — STUMP � <br /> REGULATIONS. I� M"V <br /> BEFORE ANY EXCAVATION CALL (81 1) - r L = _. _' a d . " J U <br /> ® — POWER POLE � � o <br /> •P-1 — PERC HOLE <br /> \' q <br /> ��1 <br /> — PROFILE - _. .._.. . .... , a c \ � Q✓ <br /> �\ — OLD PROFILE <br /> RX — ROCK ' J <br /> -- GUIDE WIRE <br /> — WATER BOX <br /> ® — WATER VALVE n a <br /> E.O.P. <br /> — EDGE OF <br /> s�ol��� <br /> PAVEMENT a a <br /> TBMa — TEMPORARY <br /> BENCH MARK — - - - -- -- <br /> WELL <br /> FOUND BBQ AREA d d <br /> 0 MONUMENT { <br /> : <br /> COVERED PATIO ! Ln <br /> O <br /> 4 �.. _ °0 o 0 <br /> I o o PROPOSED <br /> LOCATION OF 5 3 ° � o Q <br /> BEDROOM 11 d - <br /> 1 4 d d Q a <br /> f APPROX. LOCATIO OF 4 � I <br /> DEEP PERCOLATION <br /> TEST HOLE. <br /> P-20 <br /> i f <br /> i <br /> a o t � � <br /> EXPANSION AREA, TYP, 1009' REQUIREDIj <br /> a C V <br /> Q a � ZV <br /> a <br /> d LU Q„JQo <br /> 1 <br /> I(O d d <br /> pec t �s r <br /> d I a cfj G o 0 <br /> \` 4 <br /> H U <br /> r r:. <br /> ;3 <br /> � Z o <br /> tXia cz. <br /> r <br /> L c - 1 <br /> a <br /> %woo <br /> 4 a ° U 30X <br /> ; . Z rCD � - <br /> d <br /> 4"0 ABS GRAVITY m a N <br /> {{ of <br /> f Z1 <br /> 5' DISCHARGE LINE, TYP. Q V O c�.i N <br /> MAINTAIN 1% FALL, MIN. W N <br /> Z 0 <br /> O N O V o <br /> cm `. <br /> 75 , TYP. ( a o +� U 0 <br /> -. <br /> O <br /> 10' C—C �`' n___. <br /> 470 ABS PASS—THROUGH, TYP. MIN, TYP. d <br /> SEE DETAIL SHEET 2 <br /> - - - — — — — — DISTRIBUTION BOX 1 ----------- <br /> SEE <br /> -- <br /> SEE DETAIL SHEET 2 ° v <br /> F <br /> ❑ i ' f I <br /> W <br /> 10 SETBACK <br /> CLEAR n r n <br /> PA E PIT TYP. <br /> Q <br /> 48"0 X 5' VERTICAL SEE G <br /> 2 <br /> SEE DETAIL SHEET 2 4"0 ABS GRAVITY SEWER LINE. CONNECT <br /> TO BUILDING SEWER OUTLET. ' <br /> �.L.. <br /> MAINTAIN 2Z FALL, MIN. <br /> �. o <br /> _.._.__ 2000 GALLON SEPTIC TANK � <br /> SEE DETAIL SHEET 2 <br /> 0 <br /> DISPOSAL TRENCH, TYP. <br /> SEE DETAIL SHEET 2 Z <br /> 4"0 PERFORATED DRAINPIPE, TYP. <br /> 1 <br />