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4MATCHLINE — SEE DWG �45—YD—C290-085—-- <br />7 ���- _o r 777 Fgl41ST-7 7 LEGEND <br />rs <br />10 o OUTFACE 0 STORMWATER MANHOLE (SDMH) <br />a N of \ o I 0 CATCH BASIN TYR 1 <br />SS005 1 I V BLK-1 I O CATCH BASIN TYR 2 <br />N N • OUTFALL <br />------- —--------- F �y Bdo " z — <br />CB-1 A <br />P ? — <br />3 o / I <br />I _ <br />11� \ \ sn STS _ $ 6 <br />SDMH P 55 r 2�CN S H <br />w / <br />__ _ S M H si f ,(�� � <br />1s"coec �s N+ 15 ON N5 — �I ��7 <br />LLm , 1 39 5 S 0 0 o o 0 o e B <br />CB—? o o o o M° <br />U <br />CONC o a C0 PN?13 /+ <br />STS - srs =S srs srS�STs STS C -1 GENERAL_ NOTES <br />¢� B OEI N G <br />N <br />r— oz 18 SAN <br />$5008 7�y U �, v Ls si N s s i I 1. THE LOCATIONS OF EXISTING UTILITIES AND FEATURES SHOWN <br />8' 6 8'P ARE APPROXIMATE. CONTRACTOR SHALL VERIFY VERTICAL AND <br />"l A SS007 "" o B HORIZONTAL LOCATION OF EXISTING SANITARY SEWER PIPE <br />'GONG srs ors 6 " CB—� C —2 X o PN?14 PRIOR TO CONSTRUCTION. <br />?s sTS PN38A o PN?15 CB- <br />1 + <br />SDMH s5 SHUTOFF VRLV 4 0 0 o g 1 A / 2. SAWCUT EXISTING ASPHALT PAVEMENT. <br />CONNECTION } LAKE 3. PROVIDE SHORING AS REQUIRED IF DEPTH OF EXCAVATION <br />C560-1 SANITARY OVE FLOW / EXCEEDS 4—FEET BELOW GRADE. <br />CB° �3 TO STORM o ow } <br />Q 4, CONTACT ENGINEERING FOR INSPECTION OF PIPING <br />x � .a x u x INSTALLATION BEFORE BACKFILL OF DIRECT BURIED PIPING. <br />z <br />cn <br />N 45-703 lOx C0 /} 4 PATCH AND REPAIR ASPHALT SURFACES TO MATCH EXISTING <br />N <br />4—INCH NOMINAL DEPTH. <br />a nx I CONSTRUCTION NOTES <br />$x X/ I 1-INSTALL 4—INCH SDR-35 SANITARY SEWER LINE (APPROX. 42 LF). <br />I Cy') Cy') <br />'" M C SEE SHEET 45-773-1M110 FOR SEWER CONNECTION FROM <br />r� <br />BUILDING. <br />A 1 CONNECT TO EXISTING SS MANHOLE. <br />>I ?16 2 8" N l0 3�PIPE TRENCH, SEE DETAIL 3 ON SHEET C504. <br />MH > <br />�I a� PNi12=L PSM17 F- <br />PN36 CB-1� = PN61 �' —1 PN6 - I� <br />SDMH CB-1 a 4"C OUTFALL II <br />z o 2 „C�N s s�—srs srs s r srs r sr srs—srs srssr rs BLK-2 <br />PN63 <br />SDMH +a D <br />PN37 \ / PN43 O/W Lyi- <br />SSMH CB-2 xffn-E QQ <br />/ I HUN <br />X <br />0 <br />r <br />>fl <br />jy ® P <br />113W2 I E <br />Z <br />x <br />2s '` z / 00 <br />P SHUTOFF VALVE 02 0' 4 5 <br />CONNECTION TO PN44— <br />SANITARY OVERFLOW CB-1 <br />TO STORM / 06 — 07 <br />PN05-2B y <br />CB-2 PN44X + 10 m 11- <br />CB-1 <br />PN?18o "+/ I 15 1 <br />PN?20 SSMH <br />S <br />ENV a �} I F 20 ° 21 zz zs <br />CV El <br />I p � I <br />Lo <br />-- -- - - -- KEY PLAN <br />MATCHLINE — SEE DWG 45—YO—C290-17 SCALE: NONE N <br />PARTIAL PLAN 40 20 ° 20 40 80 <br />NI <br />SCALE: 1 " = 40' V <br />SCALE: 1:40 <br />SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br />AccEPTAewTY J. PEARSON o3.os.o7 SANITARY SEWER AND STORM DRAINAGE PLAN C243685 A 01.27.23 <br />— GENERAL REVISION JMP 1-3-2012 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SHEET <br />A STALL 113 TRAILERS C243685 TEE RTL 01,27.23 BOE/M"a APPROVED BY DEPT. DATE ENGINLLI TITLE STALL 115 TRAILERS C290 12 <br />CHECKED <br />APPROVED SITE 45-YD JOB NO. COMP NO. <br />C243685 <br />APPROVED CIVIL MASTER EVERETT, WA DWG NO. 45—YD—C290-12 <br />(PAPER SPACE) SEE: 45—YD—C290.DWG <br />