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I I ' <br />I , <br />I , <br />I , <br />I , <br />I I ' <br />D I <br />I , <br />I I I <br />I I I <br />I � , <br />I a I <br />I I I <br />I I I <br />I I I <br />I I I <br />-i') ; <br />;139.86 <br />MARION COUNTY , 4*ASTM ASTM 2729 // \ <br />I I PERFORATED ,� \ <br />�3UILDING INSPECTION I PVC (TYP.) <br />I I \ \ <br />4" TEE (TYP.) <br />I <br />I <br />— 4' ELBOW (TYP-) <br />I — I <br />' 139.91 \ <br />I I <br />" HEADER LINE \ <br />4 ASTM 3034 PVC <br />I <br />4' CROSS <br />FEB O 8 20'118 <br />-oo , o ti C,- Parvi r <br />MARION COUNTY <br />BUILDING INSPECTION <br />0 7 3 0J ay alZlXJ <br />vat��f�P" Ar e <br />SIDEWALK LEGEND <br />NEW ASPHALT SIDEWALK <br />,. 11 <br />LEGEND: <br />SW = SIDEWALK ELEVATION <br />AC = ASPHALT CONCRETE <br />t4s+rvo ^ <br />"APPFOR SEPTIC,' <br />INSTALLATION ONLY <br />it is the responsibii�ty of th0I <br />pplican to coordinate these <br />quirements with all otherSsh <br />115 <br />P•Lim-4, t %\ <br />O <br />\ <br />\ (TYP.) <br />660 LF LOOPED \ \ \ s <br />s \ TRENCH DRAIN \ <br />FIELD <br />DRAIN FIELD <br />140.21 \ JUNCTION BOX <br />eA IE IN: 138.61 <br />DRAIN FIELD I \ IEOUT:138.45 \ <br />REPAIR AREA — \ <br />1,500 GAL \ \ \ \ \ \ <br />I i POWER CONDUIT �,a'`� ° , a SEPTIC TANK <br />IE IN: 139.16 <br />IE OUT- 139.0 <br />\ / <br />/ <br />1,500 G SEPTIC TANK <br />MANUFAC D BY WAITE C CRETE, \ \ \ \ / \ `// <br />CONC WHEEL J- ' PWR \ OR APPROVED QUIVALENT \ \ / <br />i `' _ I — i I \ p \ ° . IE IN:139.27 \ / <br />— S�qp (T)T IE OUT. -139.11 \ <br />PROPOSED RESTROOM 4 SS <br />FF. 142.0 <br />s I i �ONC PEDESTAL I S=2%' \ <br />'-----------I SW:141.90 \ / <br />POWER CONDUIT I \ / <br />I dtl <br />i — — \-------------------------, 140.45 <br />f "NO MOTOR VEHICLES" <br />if I F r 4 <br />)01 <br />GRAVEL ° �a <br />da <br />I I _ <br />a. <br />ASPHALT PARKING LOT <br />".'gyp'• •'_�r-,-_i• <br />GRAVEL �� CONC PEDESTAL <br />SW. 140.74± <br />�\ MATCH EXISTING ♦� <br />I••.... _ `. i --------/ `� �— 2' ASPHALT <br />I i / / ��� ♦\�� i �\N 6' BASE ROCK <br />---------------------------------- <br />------ <br />CONC WHEEL <br />STOP (TYP) / / GRAVEL <br />LANDSCAPING <br />AREA— <br />/ II ASPHALT i / ` <br />/ I PATHWAY I <br />ASPHALT PATHY Y �------------ <br />•.........I <br />�F <br />140.45 <br />tz-Tip f_1 <br />NOTE. <br />1. SEPTIC DESIGN AND CONFIGURATION SHOWN FOR BID PURPOSES ONLY. SEP11C <br />SYSTEM TO BE INSTALLED BY DEQ CERTIFIED INSTALLER AND IN ACCORDANCE <br />WITH MARION COUNTY SEPTIC SITE EVALUATION #557-17-008836-EVAL. <br />2. AT MINIMUM, ALL CONSTRUCTION SHALL COMPLY WITH OAR CHAPTER 340, <br />DIVISION 71 AND 73. <br />N <br />SCALE: 1"=10 FEET <br />10 0 4 6 8 10 <br />W <br />2 W <br />43 Z <br />:¢Com <br />E <br />Zan�co- <br />W o o - <br />CD 2 d o� <br />Z U 'g'g <br />c <br />W O NpLp LO <br />¢�Y0_L. v <br />ZC) <br />0 <br />03 <br />r7 <br />CL <br />w wX <br />O <br />a— <br />J o <br />— z <br />V <br />Q <br />_a <br />Q <br />Cf) <br />um <br />O <br />0 <br />W <br />0 <br />N Cn X <br />Q <br />—w w <br />WCC Nz <br />W U <br />z <br />0 <br />DESIGNED BY- Wit' <br />DRAWN BY: GHB <br />CHECKED BY: WIP <br />SCALE: AS NOTED <br />DATE: 01/23/2018 <br />PROFF�' <br />6 1 <br />Ot G = <br />12 <br />M I pE <br />CERT. EXP. DEC. 31, 2018 <br />REVISIONS <br />1. 2/2/2018 ADDENDUM #1 <br />0 <br />�i <br />0101 <br />