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Home My WebLink About05D1815GRAPHIC SCALE 400 0 200 400 800 ( IN FEET ) I inch = 400 ft. AREA KEY SCALE: 1 " = 400' NEW FORCE MAIN CONNECTION VALVE BOX AND PLUG SHEE77 NO. 1 OF 2 2OF2 TITLE GRINDER PUMP FORCE MAIN ROUTE GRINDER PUMP FORCE MAIN DETAILS LEGAL DESCRIPTION: 092105920703 STA. 0+00.00 S H 0. 514— 91, 48" @E_ ATTIfAE RIM, = 454.65 fLE.=4*7-=(8"IN,SW.) I.E. = 446.70 (8" IN, E.) I.E. = 446.60 (8" OUT, N.) INSTALLED BY "MARCHINI MEADOWS" FAC. 04-0006 DATUM: NAVD88 PER KING COUNTY SURVEY CONTROL BENCHMARK: K.C,S.C. POINT #: 7127 BRASS NAIL IN CONCRETE MONUMENT, SET 0.86' BELOW GRADE, IN A STANDARD MONUMENT CASE. ELEVATION: 499.06 MERIDIAN (BASIS OF BEARINGS): THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. PARCEL NO: 092105-9207 092105 207LOT 2 OF KCSP NO 883128REC NO 8405100847 SD SPDAF POR OF NE 1 /4 OF SE 1 /4 LY NLY OF GEO J KLONTZ RDREVISION #2 LESS REUBEN IWARNER CO RD LESS SE 312TH STCONNECTION TO 132ND AVE SE 8" PVC 0 0.50% MIN. FORCE MAIN ROUTE - STATIONING ALONG PIPE SCALE: 1" = 20' (H.), 1" = 5' (V.) RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITYj4i-n-v--illy'_ PROJECT REF Ur VtV VVPli!"LL ItV1V Vl t twvl_vt tL...rvt� SHOULDER TO EXISTING CONDITION OR TO CITY INSPECTOR'S SATISFACTION. NOTE: CONTRACTOR TO VERIFY MINIMUM EROSION PROTECTION MEASURES WITH KING COUNTY AND PROVIDE ADDITIONAL MEASURES AS NECESSARY PER THEIR DIRECTION FAC 04-0023 io/-u THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED: o GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. r INSTALL 232f LF SILT FENCE PER DETAIL, SHEET 2 AND UPON COMPLETION OF PROJECT RESTORE SHOULDER TO EXISTING CONDITION OR TO CITY INSPECTOR'S SATISFACTION NOTE: CONTRACTOR TO VERIFY MINIMUM EROSION PROTECTION MEASURES WITH KING COUNTY AND PROVIDE ADDITIONAL MEASURES AS NECESSARY PER THEIR DIRECTION INSTALL CONNECTION VALVE BOX PER DETAIL, SHEET 2 INSTALL CONNECTION VALVE BOX PER DETAIL, SHEET 2. TRACER WIRE TO BE BROUGHT UP IN VALVE BOX END FORCE MAIN INSTALLATION WITH PRESSURE TIGHT CAPPING CLEANOUT PER DETAIL, SHEET 2 (MARK & SEAL) IN .r"D IFE- LOCATIO33 DAS' D ON ST-TR ACE FEKI U ES. ACTUAL C01,47 ,JAti z-T. °.T TM LOCATIONS, ELE :'N-11ONS, DEMS, AND AS-BL.MT !OIU*uNM'l i S ACTO ^ILLY USED DUR NG XGINISTRUt� ±1014 ACCU!c.4 T ELY REFLE1,TS E-'j STING FELD CC)idtDMONS AS %a. i L?..� j 'A. ; OR UNDER Nam! DIRECT SUPERVAISMO.N ON J THIS ROJECTV )1, 310 MARCHINI\MARCH/NI—LDD-2004—ONLY\02310ENG-1004.DW_,, kit e . i f: 4! ]' i ` ► f �� i :f f e € a f + PoLyrrdvx t 7111MAk RJSM SM M f PIPE NMPNK CAIV COMM WA X , f f � KM i4 •Ik4 # } u 2 x 4 KOM STAW AT PL VALVE CRAWL — BOW CAP �T 1`x1'xa.v' • ' . , . 4 _ . 2" PRESSURE TIONT CAPPING CLEAN -OUT N.T.& w 1m Ic — w" mmax Rm REPILACED WITO STAINI��5�s7��!- schm sopvc MADE WITH A BRASS UNION AND cCHEDULE AD NIPPLE. (PER CONTRRcTOIZ) f It VAX P OF t►M . ". W f 014 , 3 , OR ; f i ►Iff-MHOMMAII. W VOMM . f i 1 TO COONRIM MW VWM AT f f OF 70 WT WARWW W W MW f VWXK IF CMM WO f f+f RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: TITLE/POSITION: CONFIRMED BY CIT)(-,4, DATE: TE: I CONSMCTION NOTES. 1. CONTRACTOR IS TO REMOVE AND REPLACE ALL NARDSCAPE AND LANDSC.APE ENSTURSED BY FORCE MAIN I[INSTALLATtON BACK TO ORIGIINAL CONDITION. 2. ALL SIDE AUBURN, .. " SEWERS�.. ,, OF *#CH SMALL S MF CHM O PUMP O.,. M 'IO'» CITY ... O.,.,..D 3. THE CONTRACTOR IS TO VERIFY EMSTING LOCAT04S AM ELEVATIONS PRIOR TO CONSTRUCTION. 4. THE CITY SHALL BE PROVIDED VATf4 5 COPES OF CER11FED MANUFAC"MS LA19 DATA ON AVT, PIPE 5. THE SPECIFIC M14DER PUMPS TO BE INSTALLED FOR THE LOTS/RESMCES 94ALL BE V"' E/ONE SEWER i # OR EMINALENT. PUMP SPEMCAT04S ON f Alioil� III �+• t:! �:: ,fit r, i Jr ii S "; 2"x4" DOUGLAS FIR OR EQUAL WIRE AND FILTER FABRIC MATERIAL--,. 2" x 2" x 14 GA. WELDED WIRE FABRIC OR EQUAL 3/4" TO 1 1 /2" WASHED GRAVEL BACKFtLL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE a < ° r fl Li 8" MlN. CROSS SECTION m FILTER FABRIC MATERIAL STAPLES OR MIRAFI 70OX OR EQUAL WIRE RINGS ( TYPICAL ) I! V II II II � II II N II II II II ,. II II II II II II � i u u u u 2" x 4" DOUGLAS FIR AT 4' O.C. BURY BOTTOM OF FILTER FABRIC MATERIAL IN 8" x 12" TRENCH r � i 1 2" x 2" x 14 GA. WELDED WIRE FABRIC OR EQUAL ELEVATION SILT FENCE w/ LINEAR TRENCH N.T. _ 04 LL_ n __ /7�.4 ASPHALT CONCRETE CLASS B (3" MIN,) PLACEMENT PATCH TO BE FINALJOItdT MU 1 THICKER THAN PREVIOUSLY BE SAW CUT EXISTED. EXIST. ASPHALT CCE� CRET1 1 2" MIN. 0 o 6" MIN. COMPACTED CRUSHED #SI #ED ° s° ° 0 o 04 °' o SURFACING TOP COURSE , p ° 6 ° o ° , COMPACTED CRUSHED — ----j� ROCK BACKRLL VARIES NOTES: 1, ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED EACH DAY, UNLESS PERMISSION IS GRANTED TO DO OTHERWISE BY THE TRAFFIC ENGINEER. 2. ALL .ANTS SETAFEEN THE NEW & EXIST. ASPHALT PAVEMENT SHALL BE PAINTED WITH HOT ASPHALT OR ASPHALT EMULSION. 3, ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN TWO (2) WEEKS OIL COMPLETION OF WORK WITHIN THE ROADWAY AREA. PA VEMENT PATCHING Dn&L *, l SILT FENCE INSTALLATION NOTES 1. THE FILTER FABRIC SHALL BE MIRAFI 70OX OR APPROVED EQUAL, AND SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER FABRIC SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST WITH A MINIMUM 6—INCH OVERLAP, AND BOTH ENDS OF THE SPLICE SHALL BE SECURELY FASTENED TO THE POST. 2. THE SILT FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED BETWEEN 4 FEET AND 6 FEET APART AND PLACED SECURELY INTO THE GROUND A MINIMUM DEPTH OF 18 INCHES. 3. A SHALLOW SWALE SHALL BE EXCAVATED, ROUGHLY 6 INCHES WIDE AND 6 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE LOWER EDGE OF FILTER FABRIC TO BE SECURED WITH GRAVEL. 4. WHEN FILTER FABRIC NOT AS STRONG AS MIRAFI 70OX IS APPROVED FOR USE, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE SHALLOW SWALE AT LEAST 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE MIRAFI 70OX FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND AT LEAST 20 INCHES OF THE FABRIC SHALL BE LAID INTO THE SHALLOW SWALE. THE FILTER FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE AND SHALL NOT BE STAPLED TO TREES. 6. THE SHALLOW SWALE AND BOTH SIDES OF THE SILT FENCE SHALL BE BACKFILLED WITH 1 INCH TO 1-1/2 INCH DIAMETER WASHED GRAVEL AFTER THE SILT FENCE IS INSTALLED. 7. SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. THE NEWLY DISTURBED AREAS RESULTING FROM SILT FENCE REMOVAL SHALL BE IMMEDIATELY SEEDED AND MULCHED, OR OTHERWISE PERMANENTLY STABILIZED TO THE SATISFACTION OF THE CITY. 8. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. Z UNDERGROUND PILP LOCATION BASED ON SUrFAC: F ATUZ.E ACTUAL " LOCATION IdAY Y, o :5f. I COP'c I,j-,m Tp.AT THE LOCATIONS, ELEVATIONS, DENS, AND AS-BUU-.T ® Fi; CobaliENTS RiEFLECT:I'IG M IATERIALS ACTUALLY USED DUR 14 �srf3tVp1 CONSTRUCTiG, A RATELY REFLECTS EXISTrf+ G FIELD CONDITIONS AS DETERNUN" OR i ;ER NIY DIRECT SUPEI 111SION ON THIS JANUARY 9, 20(� DATE: PROJECT REF: FAC 04-0023 �®�-_� Y, ,.. n THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING G DIVISION REQUIREMENTS. i _ APPROVED BY: DATE APPROVE iFC7V� "7!) RASMU 7-1V SEN£R\ObNG\F�)h'CEMAIN.DWr= Lida u i of