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HomeMy WebLinkAbout05D1772r. 7 {R -� i• a _11! 77 t:_ plri�1 :i .'e �� U; taf'Ft >3?: '�' -t_: . ^;1 ![t� :i ' . ti; ''•, - �; .:i.s _J •r+ff� r3 �J :L 1: _ '�r �;f ..i,1 .{ I. i Ir:'' r. ,;� -fig - t - .. � :I • r r N /� VICINITY MAP A N.T.S. GENERAL CONSTRUCTION NOTES FOR GRADING. DRAINAGE AND EROSION CONTROL A 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED DETENTION. SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND OTHER. CONSTRUCTION ACTIVITIES. TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUN-OFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAJNAGE WAYS_ 2_ THE DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES DE?ICTED ON THESE DRAWINGS ARE THE MINIMUM REQUIREMENTS TO EE PROVIDED FOR TEMPORARY EROSION AND SEDIMENTATION CONTROL(TESC). ADDITIOWt.L DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED DURING CONSTRUCTION TO INSURE SEDIMENT -LADEN WATER AND STORM DRAINAGE RUN-OFF DOES NOT IMPACT ADJACENT PROPERTIES OR NATURAL DRAINAGE WAYS. THE IMPLEMENTATION, MAINTENANCE. REPLACEMENT AND ADDITIONS TO it -!ESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY AND OWNER. COMPLY WITH CITY OF AUBURN REQUIREMENTS FOR THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS AT NO ADDITIONAL COST TO CITY AND OWNER_ /c\ 3. THE DETENTION TESC CONTROL PONDS SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES. INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED F-aOM THE CITY. GENERAL CONSTRUCTION NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD SPECIFICATIONS SHALL BE 1994 APWA AS MODIFIED BY THE CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAILS, SPECIFICATIONS, AND REQUIREMENTS. 3. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE OBTAINED BY THE CONTRACTOR AND SHALL BE ON -SITE DURING CONSTRUCTION. 4. A PRE-CONSTRUCTinN ME--TiNG WITH TEE CITY CF AUBURN SHALL BE REO(1!RED PRIOR TO ANY SITE WORK. THE CONTRACTOR SHALL SCHEDULE AND COORDINATE THIS MEETING. 5. PRIOR i0 STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE - CALL (1-300-4121-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM S--lVE:i, GAS, POWER, it:EPHO`fE AND TEE; E ISION). 6. CURING CONSTRUCTION, CONTRACTOR SHALL BE=ECi11RED TO CONTROL ON -SITE STORM WATER RUNOFF 5Y USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEE4IRES. 7. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UTILITIES. ON -SITE AND WITHIN THE PUBLIC RIGHT-OF-WAY. 8. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12') OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWF-N THE NEW AND ORIGINAL PAVEMENT SHALL EE PAINTED WITH ASPHALT EMULSICN (CSS-1). 9. THE CONTRACTOR SHALL INSTALI REPLACE, 0, RELCCAT% ALL CITY OF AUBURN SIGNS, .AS SHOWN ON THE PLANS OR AS AFr; COED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. TREP-1. 10. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TENCH WITH A MINIMUM HORIZONTAL SEPARATION FRCM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'). a) 10 U LEGEND ABBREVIATIONS OWNER A ter ..N SCHOOL DISTRICT f408 DESWTION NEW EgSiM D.! . - DUCTILE IRON 915 FOURTH STRET, WE- 3' 3- 'VC C.O. - CLEAN OUT AUBURN, WA 98002 c-^, SEWER .-�� - - - S T - - - F _ H _ - F i RE HYDRANT 8' �� L lF. - L!NEAR FEET A VERTICAL DATUM: ANITARY SEWER - -�:- - - - -- LIS - LANDSCAPING 8• 9-1- D/W - DRIVEWAY CITY OF AUBURN BY /27Y WA _R - - - '� - - - S/W - S I DFTI ALK NORTH EDGE OF 1 W IRON PIPE IN SANITARY SEWER FORCE MAIN =v - C-r-- - CLASS PC MONUMENT 100 FT. EAST OF - DOCY - DOUBLE DETECTOR CHECK V&VE INTERSECTION OF WESTERN ' ' AND GAS -- --G -- Y.J. - MECHANICAL JOINT MAIN ST_ ELEVATION 66.32 F.L_ - FLANGE JOINT OVERHEAD POWER C -- FLOC - FIl T. CONNECTION ZONING: CH OVERHEAD CONTOURS % 728 - - 728 - - - R - RADIUS M-1 LIGHT INDUSTRIAL CATCH BASIN ■ c CB C - CAFEET - CATTCHCH BASIN TOTAL SITE AREA: FIRE HYDRANT H/C - HAM ICAP 5.5 ACRES C P/L COMPACT - PROPERTY LINE BASIS OF BEARING: WATER ME:�R E' i_E. - INVERT ELEVATION BASIS OF BEARING: SEA RECORD OF SURVEY RECORDING NO. 8204239001 (THE TC TOP OF CURB WEST LINE OF THE SW 1/4 OF SECTION 13 BEARS N 00-39'-06- W) WATER VALVE N !X1 D._C DOMNS.POUT - U.N.O - LN.FSS NOTED OTHERWISE LEGAL DESCRIPTIONS SANITARY SEWER MANHOLE O R/ W - RIGHT-OF-WAY F.F. - FINISH FLOOR per COMMONWEALTH; LAND TITLE INSURANCE COMPANY UTILITY POLE - SS - SANITARY SEINER CL TIC NO_ H6818 8 DATED: JANUARY 28. 1991 UH - MR4HOLE ! ! EPHONE RISER G SO - STORY DRAIN PARCEL A: S - SOUTH TELEPHONE MANHOLE W HEST Lot 1, City of Auburn Short Plat No. SP-5-85 as recorded under Kind County Recording No. E EAST 8507170422, said Short Plot being a portion of the southwest quarter of Section 13, Township POWER VAULT 21 North, Range -1East, W.M., in Kina County, Washington; NW - NORTTFiYEST GUY WIRE ANCHOR / Stir - SOUTHIIEST TOGETHER WITH that portion of Lots 1,2,3, and I of said Short Plat designated as o private rood on the face of the Short Plat for access purposes: SE - SOUTHEAST Except that portion which lies within the move described main tract. �IC,I POST SEC - BUILDING CORNER (said parcel having cn aren of 142570 square feet or 3.27 acres. more or less) ESMT - EASEMENT SPOT ELEVATIONS 107.10 TP - TEST PIT PARCEL 6: FD - FOUDAt [ ON DRAIN That portion of Lot 2 of City of Auburn Short Plat No. SP-5-85 as recoraed under King County CHAIN LINT( FENCE Recording No. 8507170422 lying westerly of the easterly line of that Metro easement as filed under King County Recording No- 8301120645: Said Short Plot being a portion of <outhwest FILTER FABRIC FENCE - - -. - quarter of Section 13, Township 21 North, Range 4 East, W.M_ :n King County, Washington_ LIMITS OF WORK/CLEARING LIMIT - - - - - - (ALSO KNOWN AS Lot A, City of Auburn Lot Line Adjustment No. 0015-89, recorded under King (AS NOTED ON PLAN) County Recording No. 8905090799.) SIDE SLOPE (UNIFORMLY IN 00. TOGETHER, WITH that portion of Lots 1,2,3, and 4 of said Sport Plat designated as a private DIRECTION OF ARROW HEAD) road on the fcce of the Short Plat for access purposes EXCEPT that portion which lies within the above e,,- r bed main tract. (said parcel having an area of 104580 Square feet or 2.40 acres, more t;r less) 11. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR .A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 12. DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, AS REQUIRED BY THE CITY. 2 13. CERTIFIE0 AS -BUILT DRAWINGS OF SITE IMPROVEMENTS ARE REQUIRED AND SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO THE DATE OF SUBSTANTIAL COMPLETION .ND PRIOR TO PROJECT 7CCEPTANCE BY THE L2CITY OF AUBURN. REFER TO AND COMPLY WITH THE CITY'S 'CERTIFIED / L \ AS-8UILT REQUIREMENTS'. 14. ALL REQUIRED LANDSCAPING SHALL CONFORM WITH CITY OF AUBURN 70NiNG ORDINANCE, SECTION NO 18.50. 15. FOR VANHCt E AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH'. ERICK OF RIMS AND CASTINGS SHALL SE 14 INCHES (14-) WITHOUT ADDING NEW SECTIONS. 16. AL MANHOLE AND CATCH BASINS IN PUBLIC RIGHT-OF-WAY OR PUBLIC UTILITY EASEMENT` SHALL BE ADJUSTED AFTER ASPHALT PAVING. AND CONFORM TO THE CITYS STANDARD ADJUSTMENT DETAIL NO. STFG-1. ir. ALL CONNECTIONS OF SDR Z5 PVC PIPE TO MANHOLES SHALL BE MADE BY USING A.C. OR GPK MANHOLE ADAPTERS, OR .APPROVED EQUAL. 18. THE MAXIMUM LAYING LENGIHS SHALL NOT EXCEED 12'-6• FOR SOR Z5 PIPE- 19. BEDDING FOR PVC ArE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, FOUR INCHES (4-) MINIMUM UNDER, TO SIX INCHES (6*) MINIMUM OVER PIPE, AS PER CITY OF AUBURN STANuARD DETAIL NO. GEPT-3. 20. BEDDING FOR CONCRETE AND DUCTILE !RON PIPE SHALL EE 5/8- INCH MINUS CRUSHED ROCK, `SIX INCHES(6-) MINIMUM UNDER. TO SIX INCHES (6-) MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-2- 21. RFFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NO. GEPT-i, GET-2 AND GEPT-3 FOR CONSTRUCTION PROCEDURE. 22. ALL ""PORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS EANK RUN GRAVEL, PER MODIFIED SPECIFICATION OF THE CITY OF AUBURN. 23. FIFE TRENCH BACKF!LL MATERIAL WITHIN THE IMPROVED RIGHT-OF- WAY SHALL P" 5/8' MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET 24. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPACTION LEVELS OF !TENCH BACKFILL AS REQUIRED BY THE CITY OF AUBURN AND THE C:NTRAC; (DOCUMENTS. COMPACTED TRENCH BACKFiLL SHALL BE PROTECTED FROM WATER INFILTRATION SO THAT COMPACTION LEVELS ARE NOT REDUCED DUE TO INCREASED MOISTURE CONTENT. 25. BEAM GUARD RAIL SHALL BF PER WDOT STANDARD PLAN C-1, TYPE 1, 6' WOOD POSTS, AUGER AND PACKFILL. \26. CURBS SHALL 9E PAINTED WITH FORMULA WID-Yl (YELLOW) 15' EACH SIDE OF ALL FIRE HYDRANTS. 27. FOR EARTHWORK OPERATIONS, COMPACTION IS SPECIFIED AS A PERCENT / \ Cc'THE MODIFIED PROCTOR MAXIMUM DRY DENSITY AS DETERMINED BY ASN LAECRATORY EST DEEiGNAiIGN D1557-70, ME.HOD C OR D. 28. CONSiRUCTICA SHALL BE PER THE GEOTECH RFPORT BY SHANNON AND 4 WILSON, DATED FEB. 1993. A COPY OF THIS REPORT SHALL BE ON -SITE AT /L TIMES DURING CONSTRUCTION. SURVEY NOTES 1. TOPOGRAPHIC AND SURVEY INFORMATION SHOWN ON THE DRAWINGS IS BASED ON THE SURVEY DATED 11/17/92 BY D. R. STRONG. SANITARY SEWER CONSTRUCTION NOTES 1. REFER TO GENERAL CONSTRUCTION NOTES FOR GENERAL REQUIREMENTS. 2. SEWER LINES SMALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY AND A ARCHITECT APPROVAL. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TT.EATED 2 x 4, FOUR. FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YF- LOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICTED IN BLACK PAINT ON THE 2 X 4. LOCATION OF SIDE SEWERS SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION UPON AUTHORIZATION BY THE CITY AND THE ARCHITECT. CONIPAC.,R SHALL NOTIFY ARCHITECT WHEN EXACT LOCATIONS ARE DETERMINED. ! 2 5. CONTRACTOR SHALL OBTAIN AND PAY FOR ANY NECESSARY SIDL SEWER CONNECTION PERMITS AND FEES FROM THE CITY OF AUBJRN PRIOR TO CONSTRULTION. REIMBURSEMENT SHALL BE PROVIDED AS IDENTIFIED IN THE CONTRACT DOCUMENTS. 6. UNLESS OTHERWISE A.PFROVFD, ALL CONNECTIONS TO EXISIING SEWER MAIN WITH NEW TEES SHALL BE DONE BY THE CITY OF AUBURN. THE CONTRACTOR MALL BE RESPONSIBLE FOR PIPE INSTALLATION, TRENCH EXCAVATION, BACK FILL. PAV, '-NT RESTORATION, AND COORDINATION OF THESE ACIIVIIIES WITH THG CITY. 7. ALL MANHOLES IN PUBLIC RIGHT-OF-WAY OR PUBLIC UTILITY EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FlrJt._ PAVING IS COMPLETE, IN ACCORDANCE 'NTH CITY OF AUBURN'S STANDARD DETAIL NO. SFTG-1. 8. ALL SEWER MANHOLE COVERS ON THE OWNER'S PROPERTY (NOT IN THE RIGHT-OF-WAY) SHALL BE BOLTED -LOCKING TYPE. 9. ALL SEWER MLAHULL COVERS SHALL HAVE 'DIAMOND -PLATE' NON -SUP TYPE S; RFACE. WAI ER LINL CONSTRUCTION NOTES 1, I,EFER TO GENERAL CONSTRUCTION NOTES FOR GENERAL REQUIREMENTS 2. WATER Pi LS SHALL LE LAJD TO THE GRADES AND ELEVATIONS SHOWN ON il:'. DFAWINGS. I.:.n SHALL NOT BE CHANGED WITHOUT CITY ANG t CHITECT AF. „OVAL. 3. ALLPULUC ':ATER MAINS SHALL HAVE A MINIML':n COVER OF 42 INCHES (42_) 4. WATER SERVICES SHALL BE PER CITY OF AUBURN STANDARD DETAILS. 2� LOCATION OF WATER SERVICES SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION, UPON AUTHORIZATION % THE CITY AND ARCHITECT. T;:F CONTRACTOR 194ALL NOTIFY THE ARCHITECT WHET. EXACT LOCATIONS ARF Ur it,�M NED. A 5. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY WATER SERVICL CONNECTION PERMITS AND FEES FROM THE CITY OF AUBURN, P:,!OR TO CON:,IRUC11ON. REIMBURSEMENT SHALL BE PROVIDED AS IDE!kITIFIED IN THE CONTRACT DOCUMENTS. a. ALL VALVE BOXES IN PUBLIC RIGHT-OF-WAY OR PUBLIC UTILITY FAS_MFNTS SHALL BE ADJUSTED TO ANAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE IITY OF AUBURN'S STANDARD [7-TAIL NO. STFG-1, 7. BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS ARE TO BE INSTALLED PER THE CITY OF AUBURN'S DETAILS. 8. HYDRV�TAIIC TESTS ON THE NEW PIPE LINE SHALL BF MADE IN ACCORDANCE WITH THE 'PROCEDURE FOR WATER -PRESSURE TESTING WATER LINES' AND THE LATEST F '•'ASIONS OF AWWA C 6G'], EXCEPT AS MODIFIED HER IN, All EQUIPMFNT NECESSARY TO MAKE THE TEST SHALL RE FURNISHED BY THE CONTRACTOR, AND THE CONTRACTOF. SIIAI' CONDUCT AU TESTS UNDEk THE SUPERVISION OF THE CITY ENGINEER. PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALL CONNECTION TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF '200 PSI. DEWATERING NOTES 1. THE GEOTECHNICAL REPORTS INDICATE THE PRESENCE OF SUBSURFACE QWATER AT VARYING DEPTHS. DEWATERING MAY EE NECESSARY, AND SHA.!! BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 2. THE CONTRACTOR SHALL PROVIDE ALL DEWATERING WORK AND OTHER NECESSARY WORK TO ALLOW COMPLETION OF THE CONSTRUCTION OF THIS PROJECT. GRADING NOTES 1. THE CONTRACTOR SHALL GRADE THE SITE TO THE GRt.DES SHnM PER THE DRAWINGS AND SPECIFICATIONS- THE CONTRACTOR IS REPONSlBLE FCR FOLLOWING THE REQUIREMENTS OF THESE-OCUMENTS REGARDING ALL PAVING SECTIONS, CONSTRUCTION METHODS, AND OTHER SOIL RELATED REOUIREMFNTS- 2_ THE CONTRACTOR SHALL SUBMIT A HAUL ROUTE PLAN TO THE CITY OF AUBURN FOR REVIEW AND APPROVAL PRIOR i0 PROCEEDING WITH ON - SITE WORK. 9. DISINF. CTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED AND STORM DRAINAGE PLAN NOTES PROMED PRIOR Tn CONNECTION i0 THE EXISTING WATER LINES AND IN ACCORDANCE WITH THE LATEST PROVISIONS Or AWWA L 601. 2 SHALL BE 1. REFER TO GENERAL CONSTRUCTION NOTES FOR GENERAL 10. BLOCKING FOR VERIICAL.AND HORIZONTAL BENDS SHALL BE PER CITY OF AUBURN STANDARD Dr TAILS. REQUIREMENTS. dn 11. THE F I E SPR IAKL.ER SYSTEM SHALL BE IN ACCORDANCE WITH THE CI o I "" 2. STORM LINES SHALI BE LAIC TO THE GRADES AND AUBUr(.l STANDARDS. A SEPARATE DETAILED PLAN OF THE FIRE SPRINKLER ELEVATIONS SHOWN ON THE DRAWINGS AND SHALL NOT BE SYSTEM, FROM THE MAIN LINE, SHALL BE SUBMITTED TO AND APPROVED BY CHANGED WITHOUT CITY OF AUBURN AND ARCHITECT APPROVAL, TH- FIRE MARSHAL, PRIOR TO INSTALLATION. 3. CONTRACTuR SHALL OBTAIN AND PAY FOR ANY NECESSARY STORM LINE NOTES RE: AUBURN STANDARDS CONNECTION PERMITS r ROM THE CITY OF AUBURN PRIO„ TO CONSTRUCTION. REIMBURSEMENT SHALL BE APPP,OVFD AS IDENTIFIED 2 I- CITY OF AUBURN STANDARD DETAILS ARE REFERENCED ON THE DRAWINGS IN THE CONTRACT DOCUMENTS. WHERE APPLICABLE. THESE DETAILS SHALL BE CONSIDERED TO BE 4- ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHT -OF- TYPICAL AND SHALL BE USED EVEN IF NOT INDII'ATED AT ALL LOCATIONS. WAY OR FUFIIC UTILITY EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE .AFTER FINAL PAVING IS COMPLETE, IN ACCORDANCE WITH THE CITY OF AUBURN'S STANDARD DETAIL NO. S!FG -1. 2. THE PROJECT SHALL CONFORM rV THE CITY OF AUBURN STANDARD DETAILS AND SPECIFICATIONS Wl-iETHLn REFERENCED ON THE DP -'WINGS 5. ALL STORM L:'AIN INLETS SHALL HAVE STENCILED ' DUMP NO OR NOT. WASTE DRAINS TO SIR! EAM.' 3, COPIES OF THE CITY Of AUBURN STANDARD T DETAILS AND 6. ALL CATCH BASIN GRATES AND SOLID LIDS AND MANHOLE COVERS SPECIFICATIONS CAN BE OBTAINED AT: ON THE OWNER'S PROPERTY (NOT IN THE RIGHT-OF-WAY) SHALL BE CITY Or AUBURN BOLTED-LCCK!NG TYPE. PUBLIC WORKS DEPARTMENT 25 WEST MAIN I)T, AUBURN, WA. 98001 4. CITY OF AUBURN STANDARD DETAILS AND SPECIFICATIONS ARE SUBJECT TO CHANGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN CURRENT COPIES OF THESE DOCUMENTS. rIl III 111 1 `I III 111 III 1 L� 111 r�l III 111 III 111 111 111 III III III I I III III 111 1 I III III 111 ILII III III III 1111 III I�i 111 I I III 111 111 III II III 1J I III III III III 13I 1 41 �) I �) (7 I ` I S( I I I I101 I ( III � 11� �12 Help Smokey Prevent Forest Fires'. 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W.ASHINGTON TELEPHONE (206) 622-8443 FAX (206) 622-803L AL'RUEN :�CEooL ZTST'..rCtVIN 'E Ta -aCE LF-1- Gi'Jl:.: 15�q_LLEBT v-;C-L-t !L cur �c: 60-1 5 _14RT 5 t ailT= '3CC SE-4. 28;0I (206) -u5-3-376 E-7E?N .:,YENLE, REVISIONS 50 DESCRIPTION DATE BY /. __R AILS i=NC-=c ar,. d =c I T FIE-51"I ! 1:- 2 1.1= JOB NUMBER DATE PROJECT DIRECTOR DESIGNED BY DRUM BY CHECKED BY T.C. J.D a APPROVED - SCALE - - NCNE 1911�I1XyTi111i 5UPPOiRT 5ERVICE5 GENTFR AUBURN 5CN00L D15TRICT hn. �0 AUBURN, WA5HINCH I �/'4 SHEtT TITLE: COVER 5�4EET SHEET NUMBER '71 - I • S'j:3GRA,- t' S'.,'=-BASE — Kc-TION 9-0:_8 B. - COU=SE PE? S-03.9 (3)• C011 AC F2, TO 95h / SLeBASE PER CONSTRUCTION N07-5 2 PAVING SAC T ION c:. w-! w*~_R= OCCURS PER PLAN rISO" ei' IMPREGNATE" MATERIAL P D /EA. WAY CONCRE.- SLAB SE_ 6/S2 FOR iY?. SMOCTIH UINUS CRUSHED ROCK. 'LESS THAN 5% FINES. COMPACTED TO 95% — ! =� • CLASS 'A' GtA4=! LESS 14 CONT. i5% FINES. �� COVOV?ACitD TO 95% - - — - SUSS RARE. COUP AZTED TYP. CONCRETE SLAB TO 95% C1.2 Tr-. REINF. PER;;-=-j STOP 6 JOINT (/ // POUR JOINT 14 x4'-O" - @18" O.C. ACROSS JOINT V.• DAIVIIC TYD W ROD BACK-UP NA F-RIAL UANT TO BELOW a FLOOR Q Tom. REINF. PER 4' S2 WO ROO BACK-UP MATERIAL v4" R0US, TY?, 2 SEALANT TO Y.' BELOW FINISH FLOOR a POUR JOINT SAWCUT JOINT TYP. CONCRETE SLAB JOINTS CONIC. WHEEL STOP AT EACH PARKING STALL WHERE OCCURS SEE DTL. 13/A1.1 18, FOR ADDITIONAL TOP OF STORM /� INFORMATION DE TF_NTION POND WFFERE OCCURS SLOPE I• _ _ — _ — ♦ A (2) 4'-o RODS 24` LONG PER EACH UNIT " - ASPHALT CONCRETE PAVEMENT CURB " B r• � 18" - 1" 1<" P, N LOWER TO) AT CURB CL" 1'E "A" CEMENT CON CURD A GUTTER, S_r_ - FOR FURTHER IN-_ORMATIO ADD C-= CONT. A CURB CUTS EXTEND 24' u YOND -_A. END. INITIA.'_ SAWCUT: Wxl , 2nt SAWCUT : Wx1Y." GUT _R SHALL SLOP-E AWAY FROM CURB EXC^DTION 255 ! = TYPE 'A' CURS AND GUTT r' ALONG WEST SIpE " R _AST DRIIFWAY SHALL SLOPE 7oWAR05 CURB AS SHOWN ON THE FLANS 15' R. - 12" CLASS 'A' STRUC FIL'_ ! .,I 57. FINES, EXTENDED o" BEYOND BACK, O CURE. COMPACTED TO 95% TYPE "A" CURB & GUTTER vc � �X:5T. _- ._-INC =_x1-5:_ iL_T1_4N-_)I. 25' U-_ I' A c " - IBLFFEER + al :I I� — =L AT GCN_.. 5�_� T Di rl= 1 ER Gl? T7fx 'e, J AC. ;'AVtWs CURB 24'x2448" LONG PRECAST CONCRETE ECOLOGY BLOCKS, RUNNING BOND 2 -CONC. SLAB PER NOTE LARGER 1 SLAB AT ECO_GGY BLOCK LOCATION 12• ECOLOGY 3LOCK WALL DETAIL =X:3T. f'R1 VG _ 11:�AD I ----------------- -------- ____ __.�..._-•-. --- ks! Na 12'3 X N I� r- =_x1sT. WET! 4XD n PAVING PLAN /'\�� 1` = 3G-0` Jill 11 111II I III►IIII IIIZI�I�II�11I lI l�ILL)�1�III��llDlLLI11�IIJi ll111111 1Jill1I .�T 10IIII1�1 Illllll 12 Help Smokey Prevent Forest Fires'. 10Ic a III IIIIIIIII IIIIIIIII �IIIIIIIII lII IIIII"Ia IIIz1311111, a III Iltla IIIIIpZ sly el� tl� elt gl� Ili, ,lie fill �I' I(I10� IIIIIII IIIIIIIII 8IIIIIIII IIIIIIIIIII� IIIIII1111111111111 IIIII11111 11111 11IIIII It III fiII11IIII IIII 20' !j.LDW_- FE---EV-�-K (=RaK7 AN.. STD =- 1A 1� I o 1 I � I � ,n m li � E Z f 1 li 11 T k j ' J� I IF I I b I , I I I I I l l I I r J' EX15T IN.a i Ei--_U•ER j SING 1.0. E3=2C645 N!l Ao IL =—X!5 T . IL=TLAD I r— A I rx A.C. PAVING CONCRETE SIDEWALK LANDSCAPING ICJ FAC 0011-95 BLD 0290-95 WHJJAI-\4 PCLK ASSOCIATES AFCHITECTT: P.E/PLAtiNLNC-/L\?EP.:OPS 120 POET ALLEY, SE.ATTLE. I4_ySHINGTON T£i=PHONE (206) 622-8443 FAX MIS) 622-8031 �RflN R 2 REVISIONS NO DE cRIPTioN DaT By 55::= =GR !D 9i?2 aw R~v. -ems =--k\ G--° X JOB NUMBER 916'� -GI (e40z38) DATE 5i22.; a5 _ — PROJECT DIRECTOR. DESIGNED BY DRAWN BY - T.C. CHECKED BY - ----- 3PPP.UIFD ---- -�, N =� - PROJECT TITLE SHVICS GIN I �R u3u�N 50 001 DIFRICT No. 4o5 .AU5U1`-'R' Nj l,U A 51 INC i 0N SHEET Ti:LEE =1 AV1NCz 'FLAN �= I`AIL5 SHEET NUMBER ©s D t -nz x}•- xA, y SP-_S T.aCA_ NM__X!ST. !MIA-1 'irLVE t-kST. CHx%*hK rE^ r_E CONTRACTOR- 51A REMOVE A' L L` Vu2'S 07iN C,W _ X',S'.TNG 24- NCn CUI_ E= 7 L 01 A 4=PRO)uMA7_ Y 3OC F>wT NOR P THE- Jfx ►liTUFS? PROPERTY CORNED- c S8757'37-E _X S' ExTR D D S875r37E ° cuR3 - ftK .............. ��_..^ D - - l/ O� 1 �A r o/ i p1 _... F= �"' 6g r: E} 1 VENT CONSTRUCTION SEQUENCE AS CONS7WCDON PROGRESSES. T.__S.C. 1CASURES IN AD?T'.ON -0 TwOSE SHOWN ON THE DRAWINGS AND !N T= SE NOTES SrA11 BE PROVDED AS REQUIRED To ADEQUATELY ,CNTROL ERODON AND SD, NTATiON. AND To W>IRE S`cMENT LADEN WATER AKJ STORM DUNE}= DOES NOT IMPACT ADJACENT PROPERTES OP NATIiRAL DRAiNA'� W YS. ,--;7-'' CONTRACTOR SH MONITOR Tl= COW'DON OF ^'E=YPORARY MEASURES AND CLAN. REPAR. EXTEND AND SUPPit1F_K-, AS W-CESS ARY. TO CONTROL T!-E ACCUMILPATION OF SILT. ENSURE PROPER FUNCTION. AND TO INSURE S;_DWENT LADEN WAT-t AND STORM RIUNO;T DOES NC IMPACT ' 'CENT PR0PER7=5 C'R NATUPA! C-RAINAGE WAYS CONTRACTOR SHAL PROV10- AND MODFY ADDITIONAL =ACaJ T=S AS WE OR AS Dp-CT:D BY CITY OF=ICA<S TO - - - 6/ _ �' J CONTRACTOR TO AG AND PRG-CT -CONTROL NTATION. k%D S:-ULL I i J v I /��' ADJUST Pr�YVIOUSi 7 INSTALLED FACL1 MAY 6= INDICATED 3 EY S; S MAt�HG= , _ , 1 : AT PPOi R T" LINE `( Y THE CITY, AS CONSTR+JCP'N STT= CONDI?IONS AND AS R_QUtiRD B : EY.wPT �^_�"nE CO'NST�UCTI0N / I! EX.:STING SANITA.RY S`kTF MAyH'}= PROGRESSES f0 NR.JE SEDMEN: LADEN W., NOT T "TER AND STORM RUNOr� ✓_S h,.T v EN RAMC= W/ 10" DP R!M 7O 55 IMPACT ADJACENT PROPERTIES OR NATURAL D'AINAGE WAYS. PLC F_, �� - W^n AND 90UV A,Y ` "EVERT N-S !E 24` tiP 50.80 ? - a i; :E CONTRACTOR 1 j " , �--- b _ JPS (TY?.) _ NO ADDITIONAL AYMETITS SHt_ BE M• '0 -W 1E o' PWr 54.90 FOR SUCH EFFORTS OR SUCH ADDITIONAL MAT�ALS- NO n EX_ 10 D4P , F (NW) 07.69 I �I / w I 1�) TES al ' 2 T -` CONTRACTOR SHA'! 6�1 ! REPAIR OR REPLACE ANY I /n I� _X]STING PERMANENT UTiUT:S 4\ DAMAGED DURING CONSTRUC-ION _ : - - -_ - ¢^ - - - - - 1 I 9 ^ I ti `:lI I � =xt= t1 Also 251 I 0 i J 'n LIMITED O- WORK AT PROPERTY LINE jc" EXCEPT *:'R; ri_TLAND BOUNDARY OCCURS (TYP.) UVITS OF WORK �- AT PROPERTY LtNE - - - - EXCEP' WHERE >� WETLAND BOUNDARY OCCURS (TYP.) - - - - - Q TEMPORARY SWALE � 6 - EXISTING PRELOAD PAD- (` 1. CLASS 'A" (5% VAX. "1NES) � C2-2 2. EROSION O PAD EDGES W. G NOT SHOWN.xn 1 _ INSTAL' STRAW BALES IN FRONT 1 o OF FILTER FABRIC FENCE WHEN INSTALL FILTER FABRIC FENCE �7 M a b N ADJACENT TO WETLANDS. ,(4 PLACES) �� r\ 68- E� 69 �\ 70 7 O - \ 6& �. 4 r EXST. GRAVEL I IEDGE C' EAST ?ROPFPTY Si POCK CHECK DAL! 100'o.c. PER 5 C2.2 - 1( REMOE APPROX. 100 LF--__,_ I r14STATL 1.684 LF FILTER, EXIST. FILTER FENCE FABRIC FENCE 2 TO SCUTH PROP LINE T C2.2 ( APPROX. 260 LF.EXIST. ................ E FE REM+I' ' FI_TNC• T ,ti.................. 77 x -�214.93' I �R— Im ti .. �t7 �A2 TEMPORARY I ROSION AND SE.DW NTA T ION CONTROL PLAN 4 1' = 30' EXISTING SANITARY SEWER MANH0_:_ RIM 68.30 1-- 24" DIP 51.27 UNTREATED RUNOFF SHAM! BE- ALLOWED TO LEAVE TIE SITE A, ANY TIME DURING THE ►IURATION o- THE PROF -CT. THE CONTRACTOR S'H.4L! BE PESPONSIBL FOP. TIE COST OF ANY 0-EANUP EFFORTS REO'J!RED 17 THE T.E.S.C- MEASURES ARE INADECUATE OR FAIL ,W_ CONTRACTOR WILE BE REQU!RED TO WA-R THE SI-. AS NECESSARY, TO REDUCE DUST EMISSIONS AS A P.ESULT a CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL L ALSO S1A_7 ALL AFFECTED PL'BIJC ROADS AND ACCESS EASEMENTS, AS NECESSARY. TO REMOVE MUD DEPOSITED AS A K--SULT OF PROJECT CONSTRUCTION ACTiMTY -HESE ACTIONS WP•L BE GOVERNED AND DRECT=BY ir?E BUR. DING OFFICIAL. 2 CONSTRUCTION SEQUENCE FOR TEMPORARY ER03ON CONTROL A. ESTABLISH 'CLEA:.t UM;TS' FOR THE SIR _ THE BOUNDARY OF THE WETLAND SHALL BE STAKED IN TWENTY-FIVE - 1 FOOT INi�RVALS AS CLARIw, AND CONSTRUCTION OMITS FOR "-.'I CONSTRUCTION ACTIVITIES AJ IACEN T TO .. F_ W . AIDS NO CONSTRUCTION SHALL OCCUR IN THE WWETLANDS. CONSTRUCT F!_T=P FABRIC FENCE AS SHOWN ON THE T.E.S.C- PLAN. E_ R-EMOVE AL DEBRIS WITHIN THE EXISTING DOWNSTREAM Oz.-SITE CUL%rrRT AS NOTED PER PLAN. C. CONSTRUCT THE T.-E.S.C. POND. SETTLING BASINS, GRAVEL FL �=? WINDOW, GRAVEL CONE CONTROL OUP .T. - D. BUILD UP EXISTING BERMS ALONG NORTH AND WEST PRCr---ERTY LINES AS SHOWN ON THE- T E.S.C. P_AN- CONSTRUCT TEMPORARY SWAL ES WITH CHECK DAMS AS SHOWN ON THE DRAWINGS. TEMPORARY SWAT _rS SHALL BE ADDED AS NECESSARY, AT NO ADDITIONAL COST TO 'rE OWNER, TO ENSURE THAT AL I SITE RUNOFF REACHES Tl✓E SETP_ING BASINS. E. VEGETATE AL SLCPES AND DISTURBED AREAS AS SPEOFTED BY THE 'REOUIREIENTS FOR EXPOSED SOIL STABILIZATION'. F. REMOVE AND DISPOSE O OFF AL EXISTING VEGETATION WITHIN 2 THE LIMITS OF WORK. BEGIN MASS CLEARING AND GRADING. BEGIN NSTA' I ATION OF UTILITIES. AS WORK' PROGRESSES, CONTINUE TO DIRECT SURFACE WATER TOWARDS T1t T_SC POND. THE -SC POND SHALL NOT BE FILLED UNTIL SUBSTANTIAL COMPLETION OF S01L STABILIZATION. S _ SECTION H. G. PROTECT AL CATCH, BASIN INLETS PER AUBURN STANDARD DETAIL SS1F-1 AS STORM DRAINAGE UTILITY INSTALLATION PROGRESSES. INLETS SHAL REMAIN PROTEC-iM AS NECESSARY TO CONTRO- SEDIMENTATION AND AS REQUIRED BY THE CITY. H. REM01E FILTER FENCE, ROCK CHECK DAMS, STRAWBALES, AND =1L THE TESC POND ONLY AS APPROVED BY THE CITY OF AUBURN AND THE ARCHITECT UPON SUBSTANTIA'_ COMP''=TION OF SOL STABILIZATION, INCLUDING BUT NOT LIM1i_D TO. MU' CHIIN� OF LANDSCAPE AREAS, AND CONSTRUCTION OF BUILDINGS, PAMNG. CONCRETE SLABS AND WALKS. REQUIREMENTS FOR EXPOSED SOIL STABILIZATION 1. DF"UDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED Q ACCORDING TO THE FOLLOWING SCHEDULE- FROM APRIL 1 TO OCTOBER 31, ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALT BE STABILIZED WITHIN 10 DAYS. FROM NO'VEMBER 1 TO MARCH 31. AL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SOUARE FEET THAT ARE SCH=DU!_=D TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND FX�OSED AREAS OF LESS THAN 5000 SQUARE FEET THAT W.LL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHAD L BE STABILIZED IMMEDIATELY. 2. STABILIZATION METHOD: HYDROSEEDING k MULCHING PER THE FOLLOWING: A. 7!4IE O PLANTING - DURING THE TIME PERIOD BETWEEN ARIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOEER 31. (NOTE. IF PLANTING BETIJ!HN JULY 1 AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY AFTER PLANTING.) B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT COMPACT, WIT: „ FAIR'_Y FINE SURFACE FOLLOWING SURFACE ROUGHENING. SURrAL:�_ ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLE 'CAT WALKED" UP SLOP_. C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON-PHOS:'HOROUS FERTILIZER. U. SE=ZINC - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED F=O AT A RATE OF 120 LBS/ACRE: PROPORTIONS PERCENT IIERCENT NAV._ BY WEIGHT PURITY GERMINATION REDTOP(AGROSTIS ALBA) 100 92 90 ANNUAL RYE ('.OLIUM MUL TiFLORUM) 40% 98 90 CH EWINGS FESQU7 40% 97 80 (RESTUCA RUBRA COMMUTATA) (JAMESTOWN,BANNER,SHADOW OR KOKET) WHITE DUTCH C'_OVER 10% 96 90 (TRr0I1UM REPENS) E. "HYDROSEEDING" APPLICATIONIS W'F--I AP?RON_D SE D-U'JL C.". - FERTILIZER MIXTURES MAY ALSO 5E USED. F. MAjNTENANCE - SEEDING SHOULD ?E SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED. ESPECIALLY IN ABNORMAL'Y HOT OR DRY WEATHER, OR ON ADVERSE SITES WATER APPLICATION RATES SHOULD B_ CONTROLLED TO PREVENT RUNOFF, IN.'DEfX1ATE AMOUNTS 0, WATER MAY BE MORE HARMFUL THAN NO WATER,. Iril 1 1�'iIII�III'I'I'II''IM�I1'II'fII'I1I13II�MIIIIIIIIII4II`'�M'MIIIIII II'I'!IIIIIMIM 3II'III'III`MI'�IIII�IIIIMIMII�II'MIL'MINI'III,I1I'I1I1I'I101111loll 111111, �'I,I'I,I'I'I12 HelpSmokey Prevent Forest Fires'. III IIII�illl IIII�IIII Inlln►I IIII�IIII illl�llll IIIIIIIII II►IInII Illl�llll IIIIII►►I !IIIHoI! 1zIII'Ill 1, 9 1 11II,1' fill, fill 11� II`I`IIIII0,R �IIri I I fe I� Ir III`In�I►lnrInl llhllIII11111 IIIII II11111III NVRJJAA4 PCIR ASSOCIATES APCHITECTI: P.E,'PLk-NNING/I-NTEPIOPS 11120 POST-4,=-Y, SE— TT LE, 1<_4SH1,1%3T0N TELEPHONE (206) 62E-8=�,3 FAX (205) 622-8031 uenc— S'1=30: „'Tr 31=�1i Tr boo'wo REVISION'S NO DESCRIPTION DATE BY 1\ REV. PER PLAN 2� F—=V- FEFZ _. FFFZIIT 15SUE =OR 50 SnVe5 FAY_ !=SR P-AN :JF_:K Sn5F5 P14LD. REV. !"R "-AN JOB NUVBEP, DATE �16i2-Ol !�4J88J a/22/Q5 PPOJECI DIP.ECTOP. — DESIGNED BY DPLAWN BY CHECKED BY APPROVED SCALE ;5 NO i =D PROJECT TITLE SU�i=ORT 5^RVIC=� CEN T "'R ABUFN SCHOOL DISTRICT NO.405 j .AUBURN, UJ�S.4LNG i_ON SHEET TIT:_:. FA'_ 001'-95 ^ E-D 0290-95 "I .�.�.C. i� i 4 NOTES T!'ESE PLANS ARE 'APrROV:D' FOR CONFORMANCE VATH TH_ CITI OF AUBURN E�;;LNE_RI!JG DIVISION'S REQ'JiREMENTS A--PRWED BY: � k'v✓'.6 ,j tE ' Si!EFT NUMBEP DATE APPR0V_D:C2 OsD177,Z Co co Jill 1111i �r 111� 111 1i��i�i y �ill i1II �i11 II�III1131 41 ' �I �111 III �1IoII lI�I �III lI�1 +I �I III i1�1 III �12 II Help Smokey Prevent Forest Fires'. 0I8 �z s�a tla sla I SIB flz sla zla tla 0IZ I elt I el► clt (elt I g{� I ,rlt elt alt I tlt -I� I �e I le {c I �e Ig Ir IS Iz It IIII IIII�IIII illl�lill IIII�IIII Illl�llli IIII IIII IIII�IIII IIII�IIII III Ilil�ll11 IIII�IIII IIII IIII 1111 IIII IIII�I111 IIII IIII IIII IIII IIII IIII 1111�I111 IIII�I111 1111 IIII 1111�I111 1111 IIIIIIIII till IIII�IIII IIII IIII llll�llll IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�III WHIJA-1\4 PCLK ASSOCIATES ARC HIT ECTURE/PL NNING/LNTERIORS A20 POST ALLEY, SEAT LE-- 1r_tSHING'ON TELEPHONE (206) 622-8343 FAX (206) 622-301-1I AUBLRN .Ca4CL )LQT'r1CT AML AVENUE M AVELLEME 5 ? '_ES' PALL- S:I � _ A.BIJcy .1A'8 : (2Cb) 533-7-6 boo IF DES_ 4V=-N :-. au:- stt _ 11103 REVISIONS NO DESCRIPTION DATE 3Y 9Y FZEy151CN FSER PLAN C-» CK 1/5N5 =.Ar- Q REvI°IGN PCB Ol1N=_R SAU'°5 P :I✓. !-FL-11T'E-a2v!M!TTAL S21c!5 155U5 =CR 5ID Sn2/*-Z- gEv151CN P--R PL."•Al G;=G.0 sr,3/A5 =.4�. 0 REyiS!CN F--R F--. 4 !CA3/- JOB 'NUMBER 91612-0I(�_'4C-98) DATE PP.OJECT DIRECTOR J.Dn. DESIGNED BY F-41). DRAWN BY A1'i. CHECKED BY JD 5. APPROVED A -^ SCALE Av NOTED PROJECT T.1U 5UPPORT SERVICES CENTER AUBURN SCHOOL DISTRICT No. 408 ,AUBURN/ WA5H INGTON SHEir TITLE T.E.S.G. DETAILS S,;CF'T NLVBER Da6W 771 C2.2 Lf� Cam\] C.0 b CrA U scj Ceti, E=` GN STOFM S-:RAGE (25-YR� 70.50 !*A, c-,`M F.;4 `54 j I II v_1 N . L" Y _*.k. ) - 8" RU ;FER CASK,-- �I S1iCRT !F': r: E'cSI A.C. OR C P K. j`n MA.NHO!--- ADAF!ER Qe = 0.19 CFS FREYEVID OPED STORM) NEW 8" FVC SDR 35 I 8" PVC SDR 35 8"x 8"x 8' RU3EER GASKE! ;DINTS 8' RUBSER GASKET FLOG -' W/ IY4 0 CRIFIi,_- NOTE: GROUNDWATER E F'1. AT 7L5T =iT ¢2 WAS 64.5 ON SE GEOTECH RE?CRT FOR FURTHER iNFORMAT.CN ,� NEW CB. ju1O 48'' TYPE II-C PERMANENT CONTROL S T RUC T URE ADD GRADE RINGS c \ IF NECESSARY v �- 4 C 6" FVC - I SDR 21 \ L!NG D TOP W/TRAFFIC BEARING UD I.E. (N) 68.35 RIM 71.5 - SAMPLE PORT c o LL C I �5" e, /SDR 21 0 0 W/ VALVE I . _ -4" ='�C __R_� _f.C- wi-, ;; VALVEI,X __`:Ill ;a' \ _i!C. _ NC'_ ------------ ^ / - - - �. s`- - .� �^ l +� _ 3 ^ ! _ - _ - _ _ ...;C :Gr n 1 - _ !_�- - y` --1►-+.�..-z,.�.� _ .ems --- _ - - - '� __ __ _ _• V .. .. VE.VE �� ; 2c -�, ~' - _I _ EIS + 7,-; _ ',,ter - ILLS, -va I -M i __7 _-. - - - - - - - - -. ( i? _STr _ , , r R. FOND ► � , _ Yk �_ _�• �,, f E�V. f _ C7 1 �_ .� `•f - tx:c j /c\ :{IS NG SANITARY SEWF 11ANH C_.2 i' I �I �.'�'VE1OW / '� N - `, �� ✓ N = IE 2�" G.?0 PRIVATE, PRIVATE, I , CONC. �A3 P'_ T. L Qy� _ _ I 1 - - -) ROAD EASEEMEN7 NO- $ - 0.0000 I I ( L `� /X Ins fJP_._ = ..ELL f y MANIE. OR AI - ANY PER � 'N r N I I L 65-8c i j i ; �., I / - I , UTUTES DAMAGED DURING CONSTRUCTION SIRUCTION IEESI =1T i x 2 6' WIDE. 12' D a OYES W a` �4 , - -s - i I _ y t QUARRY SPAT i S # RETAINING1�'ki S=I! WAY, -S" �! 1 I / AT PONDING EDGE. PROVIDE REAK ; PE'S SHETS PCIND EER10 SUC: THAT D-El OF �� _ / / , � '� �_ - 'N OVE^:FLOW �A I WAY VEE-E���- cvi f \ 25 YR.FOND E EVA TON PVC SDR5 _ L- - - - � y �� O• .� t8Q 5" PVC SDR35 _ S = 0.0034 TaIFT - - - - - -RIM 70.3 R '0.3 - \ ON 5. C3.1 5TR11CTLIR_ I ! I ; I - - _ �' - ,�'1 ."' - `� EARTHWORK NOTES -- D.s. -.o D.S. M D.S. D.S. D.S. J ! / D. I r4s Zz PLL MATEFIALS AND COMPACTICN i I ! CONC. CAB /l I=EQU!REMENTS PER T.1E 0-TY OF P26 LF 8*VC SDR35 I I i I S TRENCH GRATE 3 / w -� - 4 PER riT. Ct_2 �, J_ AUBURN STANDARDS. C3.1 1 _ EXCAVAi]ON = 13,300 CY S- O.QOaB j IE 6 I( I I EXISTING I I I I{ I FILL = 13,662 CY 25 YR. POND l I t ` I I PRELOAD LMI iS ' I -cDI I TOP: EL 79070.5DE I - 145 LF. GUARD RAIL TOE: EL /0.0 LIO IyII_-x.Rt;.a MAIN BUILDING I ' / c� 2 � I I II ' i ' � I � ;�54 ROCKERY PER cz.i FF. ELE. V74.00 j � CAI f " OIL WATER SEPARATOR I , , AREA = 85•x35' = 2975 SF. = 0.068 AC.- 1 - ---� 02 = CIA = 0.90x1.i5x0.068 = 0.108 CFS Sl I 1 �, I ! !,�,! - - I- - - 1 z I VOL = 0.t08x7.48x60xt5 MIN. = 724 G,L_ < 800 I u.� :ax - - � �A I C .2 / w - w ; c �+ Q W tuy C w = -c � U Ik m CIS a o z co 1'-6" 11' Ir 1 2'- o. I- 577 C3.1 f N.T.S. L NEW BUILDING CONC. SLAB-- * 12" WIDE NEENAH HEAVY LINE PER DUTY TRENCH FRAME do GRATE (B TYPE A(GRATE) SERIES W/ I - ' `III- I• OUTLET PIPE N / BEYOND I I \ 6 /1\ -12' ELE W/6' STUB 577SA BY UTILITY VAULT CO. OR CITY OF AUBURN APPROVED EQUIVALENT TOR V SLOPE BASE 0.014 FT/FT TO CUTLET ;I = 3" CLR IF EARTH FORM 14 ® 18' (4) 14 CON T. * TRENCH GRATE - 11- SHALL BE BOLTED 1_ 0" TO FRAME 3 TRENCH DRAIN SECTION FIRM UNDISTURBED SOIL L 4 C3.I le W:C TH = DC N. T. S. /, PLACE TENSAR UX1400 GEOGRIO OR CITY OF AUBURN APPROVED EQUIVALENT 5.6' MIN., • WIDTH 0 24" VERT. PLACE ROCKERY AND FILL AT SAME TIME. MAX. VERTICAL SPACING OF GEOGRID = 24" .r CURB AND PAVING PER PLAN FREE -DRAINING BACKFILL (2- MAX. SIZE, Q% TO 60% GRAVE MAX. 5% FNES); MIN- 12' WIDE LAYER OF 4' -5" QUARRY SPALLS ADJACENT TO ROCKERY STABLE CUT FACE !N NATIVE/FILL MATERIAL (SEE NOTE 6) MIN. 6" DIA. SLOTTED PIPE. MIN. 1% CONTINUOUS SLOPE TO OUTLET. A* TO NO, 8 SIEVE -SIZE WASHED PEA GRAVEL MIN. 6' COVER OVLR PIPE: MiN 2" GRAVEL UNDER MIN PIP: Y DE1 f& SURCHARGE C3.2 11 b6 I I ! I, III EXiSTiNG PRELOAD PAD- l l l l l l ! ! \ 68 LF s j I I II ! ®i�ST PIT 12 RIDGE EL 80.4 I , t PVC _SDR35 S = 0.003 o0 25 6' PVC 71� zx �.sa I .� � SDR 21, S=0.074 '- _ I� It n w ' 13 LF 6 PVC zx I I 1 x SOR 21, S=0.c1 x 345 LF PVC SDR35 i 190 LF 8" PVC SDR35 CYL/WAR I . S = 0 005 MIN. S = 0. 5 MIN. - z SEPARATOR �' `1 i %ten CB , - an, reI _ i D.S �,-� �I C3.1 I I C3LY CB f1 -2 LF 6" FVC W l -_ ;1a.05 SDR 21, S=0.01 I C.O. F. r - `°'S I SS 25 YR. POND I 1i I I •; 1 - .3D .! 'zx x 135 LF b" PVC SDR35 `-- 1 _ 1--- 72 C°i3 I c= 0.005 M D.S. - �.- L 200 zm a '' `3c "ac -,x S. -EXISTING METRO EASEMENT / 4� RECORDING N0. 8301120645 ROCKERY PER - _ C3. i \ �\\ • F Ki ' I I I I / I ( 430 LF" 6" PVC SDR 35 _ STORAGE �� , I - I - 1_�' - - zh c es; 1 OTiED PIPE UNDERDRAIN FE , �\ x L J! FF. ELEY 7000 f �� °•' Ea _1 = 0.0033 C3.2 \ \ 1 - I i �" 'B y1p 3.GX �w a �« 1 0% ul:. t F t < MT Asa - !09 S = 0.003 I w CB5 I 1 1¢ D.S. t -6 "_PVC SDR35 T B #4 I ' I IE 67.3 i - - - S=-a005.MIN. 69 ' S r - L2 II 3 l C.G. o' �,� s EXISTING SANITARY SEWER MANHOLE 1 RIM 68.20 I I �_ I IE 24' DIP 5L27 00 MU 70 10 70� 68 Ea 69_ EXISTING WE LAND BOUNDARY 2 WITHIN PROPERTY LIVES C3.2 (4 PLACES) ROCKERY GENERAL NOTES* 1. FOR ROCKERIES BETWEEN 4' AND 6' HIGH, THE INSTALLER OR CONTRACTOR SHAD_ PROVIDE A LETTER TO THE BUILD- ING INSPECTOR PRIOR TO FINAL INSPECTION CERTIFYING THAT TFE SUSGRADE AND DRAINAGE HAVE BEEN PREPARED IN ACCORDANCE WITH THESE STANDARDS, 2. ROCKERIES 6' AND OVER N HEIGHT REQUIRE ENGINEERING A MONITORING BY SPECIAL INSPECTOR (UBC 306b), PROVIDED BY OWNER, WHICH AT MINIMUM SHALL CONSIST OF INSPECTION AND EVALUATION OF SUBGRADE, PLACEMENT OF BASE COURSE AND DRAINAGE, AND FINISHED ROCKERY. 3. ROCK SHALL BE SOUND AND HAVE A MINIMUM DENSITY 0' 160 POUNDS PER CUBIC FOOT 4. THE LONG DIMENSION OF ALL ROCKS SHALL BE PLACED PER- PENDICULAR TO THE WALL EACH ROCK SHALL BEAR ON TWO ROCK IN THE TIER BELOW. LS. ROCKERIES W/ GUARDRAIL AND BACKSLOPE IDENTIFIED PER PLAN. 6 ROCKERIES ARE EROSION -CONTROL STRUCTURES. NOT RETAINING WALLS. MATERIAL MUST BE STABLE AND FREE-STANDING IN -;UT/FILL FACE. 7. COMPACT BACKFILL TO AT LEAST 95% OF MODIFIED PROCTOR VAX. DRY DENSITY (ASTM D1557-70, METHOD C OR D), 8. HE:GF i OB T10M SlUS TOP SIZES 4' MAX. 3- MAN ROCK 2- MAN POCK (700/-20001) (200/-7001) 8' MAX. 3,4- MAN ROC': 2.3- MAN ROCK (1300J-40001) (200d-1300)) N 810SWALE SEED- MIX X WEIGHT % PURITY % GERMINATION TALL OR MEADOW FESCUE 68 98 90 FESTUCA ARUNDiNACEA OR FESTUCA ELATIOR SEASIDE/CREEFING BENTGRASS 10 98 85 AGROSTIS PALUSTRIS MEADOW FOXTAIL 10 90 80 ALEPOCURUS PRATENSIS ALSIKE CLOVER 6 98 90 TRIFODUM HYBRIDUM REDTOP 6 92 85 AGROSTIS ALBA ME THOD M!X/ 1.000 FT 2 HYDROSEEDING 5 LB. SEED MIX 7 LB. 10-20-20 (N-P-K) FERTILIZER 50 LB. M)CD CELLULOSE FIBER MULCH BROADCAST SEEDING 5 L.B. SEED MIX 7 LB- 10-20-20- (N-P-K) FERPUZER 70 LB. WOOD CELLULOSE FIBER MULCH Al 2 STORM nRAINAGE AND GRADING PLAN 4 r�IIIII III 1 lI IIrIIII 11111 I rIIIIIIIIIIIlI1 1I11111 1111111 IIII111 (1111 1I IIII�11 1'IILLI IIIIIII IIIII ►IIIILII I�II111 LIIII'I IIIIL I LIIIIII (I11111 IIIILII III11J I IIIII�L (�11111 31 41 SI SI 8� � 10� HelpSmokey Prevent Forest Fires'. Og a ea ca ea g� va sa xa ►a 31111, e► e► c► 91,1111511111 ► 5� ►► s► a► ►► pII1 � 9 '111I1111111 IIIIIIIIIIIIII�IIIII1lII�IIIIIIIII�IIIIIIIII�lilllllll�lllllllll�IIIIIIIII�IIIIIIIII�IIIIIIII111111,1111111I1111I11IIIIIII�IIIIIII1111111I 1111IIIIIIIIIIIIIIlII111111IIIII�I111IIIII�IIIIiIII1�IIIII1111�IIIllllllllilllllllllllllllll�lllllllll�lllllllli�lllllllll�111111111�1111IIIII�II' - CATCH BASIN SCHEDULE CB No. I Cs TfF'E I RIM! L I F49AAFKS t ITYPE 2-48- 1 171.80 170.50 166,70 167.03 1RRATE IRRATE 2 �ITYPE 3 1 TYPE 1 170.00 167.45 1RRATE. MATCH PIPE CROWNS 4 1 TYPE 1 170.00 168-03 I GRATE. HATCH PI.c£ CROWNS S TYPE 1 170.00 68-50 1GRATE 6 1 TYPE 2-48' 172.50 166.70 I SOUR LID 7 1 TYPE 1 170,00 67.40 1 GRATE. MATCH PIPE CROWNS 8 _ 1 TYPE 1 171.30 168.41 1 SOLID LID 9 _ 1 TYPE 1 170.90 169.20 I GRATE 10 1TYPE 2-48- 171.50 165.90 (CONTROL STRUCT.. SEE DET. 1/0-1 1 11 1 TYPE 1 171.30 169.20 168.88 I CRATE. 90 DEG. FL ON OUTLET PIPE IGRATE. 90 DEG. EL ON OUTLET PIPE 12 Tr.-E 1 171.30 13 1 TYPE 1 171.75 170.25 1 GRATE, TO SAN. SEWER AND OWS • ALL STORM CATCH BASINS SHALL HAVE AN 18" MIN. SUMP FAC 0011-95 a� BLD 0290-a5 THESE PLANS ARE 'APPROVED' FOR CONFORMANCE WITH THE CIT" OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS APPROVED BY: _AFlV . v �, 4 ; � t DATE ^PROVED I _. I/ : /s.c• tiVII,I,IAM PCLK ASSOCIATES ARCHITECTURE /F?AIti\.NG/LNTERIQRS 1120 POST ALi.EY, SE_ATTL=. IRA-SHINGTON TELEPHONE (206) 622-3443 FAX (206) 622-3031 ALFURN ZiCHOOL ItMUCT 2^1r� UE _0 G:'✓i_i8T;�1GT_ �: ^ti �i\==1�I�G. VG. 6192 :E3T VALL_-y IL. SUITE "Ci bco 5l � iV. 51 may, Burl : C' ilE'$C SE»T. Jd W C! /2C6)Si! �,E57ERN �:_TTL= ':J1.` 3310• .'2Cb) 6o�--obi REVISIONS NO DESCRIPTION DATE BY GJvt•c f;z--✓. JOB NUNIBER Q1612-0I (eAC&&) DATE , Q/22/e PROJECT DIRECTOR J.D.B. DESIGNED BY PAD. DRAnN BY T.O. CHECIO b BY JDB. APPROVED - V SCALE A-0 NOTED PROJECT TITLE 5UPPORT 5ERVICE5 CENTER AUBURN 5CNOOL DISTRICT NO.406 AUBURN, WA5HINGTON SHEET TITLE 5 1 ORi'" 1 DRA IN4GE 411-4D GRADING F01-4-N AND DETAILS SHEET N0 BER ca.1 31001772. WHJJA--N4 PCLK ASSOCIATES ARCH ITECTC FF/PL4NNING/INTERIOP.S 1120 POST ALLEY-, SEAME, WASHINGTON TELEPHONE (206) 622-8443 FkX (206) 62=-803: .._., . �...r" �'O' .:DE i 65`• --gib= REVISIONS NO DESCRIPTION DATE 3Y G:drGK ��"'fl T R-5CL3M�'TAL 9�22F.5 155LIE FOR 5 V 9r121� A F--y. fER PLAN c*rGC en5/-25 FD.,Z), JOB NUMBER 31 SP i2 -CI (1:340aW DATE 9/-2/?5 PROJECT DIRECTOR DESIGNED BY DRAWN BY APPROVED - - SCALE CHECKED BY - - - PROJECT TITLE 5Upp012T 5E2vICE5 CENT= ABUF N 5CH00! D15TRIG7 NO.405 ,AU-3URN, W A"' H LNG- TON S .:-J�ET TI SIT^ 5=GT101�lS SHEET NL'VP.ER (II'1�1 1I1 I 1 IIIIIII 1'111 1 1'1I1'1 IIII111 Ifl'III IIIII�I IIIIIII IIIIIII IIIIIJI lllli I1III1I I1IIIL1 I1III�I I�II111 I'IIIII I�IIII1 IIIIIJ1 IJII1I1 IIIIIIIII IIII I IIIIIII I�III�1 �U" �� I 1 �I 31 41 8) S) T1 SI 9I 10l �1� 12 Help SmokeyPrevent Forest Fires'. a ea tIo ea t� sa za 'I�III I�IIiI IIII�IIIIIIIIIIIIIIII11111111IIIIIIIII��II IIIIIIIIIIIIIIIIIIIIIIIIIIIIilllilllll1111110111311161' �a e� e� 111101' c� 1111111IIIIIIIIIII1111I111c�11` IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII`IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilllllillllllllll�lllllillllllllllllllllllllllllllillllllllillllll ca? D OT-40 772 CURE 74 -T 7_ I C I c 70 SIDEWALK AND LANDSCAPING 74 _ 72 -.r. 7C SP; NK - 6F (S__\NOOi:.) I j l - KO7 � 6 I i t I C4 P I \ OF I LE LINE A N0-'. AT CROSSINGS WTI SAMT4TY SLUR. w1 i-i L ASS THAN 18' C-ARA4CE. ,• _ . �T CENTER A FULL LENIGT-1 C TH= 5`w PIPE AT rHL4i> _ CROSSING To KEEP JO ;• _ K, Hm_- AS FAR AS POSSi9`= FROM THE WA-R UN-__ j FIN!S4 GRA} A!n-VAC R=U= i VAL VE I I ! c r 1 _ W I C' PIPE 4' MAX, TYP. j BLOM'-' PER 20' LENGTH i I i 3,50 4+00 4+50 5+00 z�, n PROFILE LINE A I' = 1rt`TtT. 1 = 3C' HORIZ. 74 LANDSCAPE !-_AND 72 70 �I^ 68 66 64 — 0+00 C S`� 12' MN. ASSEMBLY I 5- 50 I ! I nrn::a (_Atr1= � I I 0+50 1+00 7_50 AA PROFILE LINE B 1' = 3 VER T. 1- = 30' HORIZ- ,r-FIN!SH GRADE 74 I I 72- a, n AIR -VAC RELIEF W I VALIr i (nl' I' /li G C sir 68 --I I 12 WN. I Ik.12' ST (SEE NOTE.) 66 i I I -12 ST (SEE NOi_) D=FLECT PIPE 4' MAX. ,T1P. BLOW -Orr ASSEMBLY I 2+00 2+50 3+00 SS THAN NO AT CROSSING WITH STORE! DRAIN WITH L_ 18' CLEARANCE, PACK THE CROSSING WITH SAND, AND CENTER A FULL LENGTH OF TH= STORK DRAIN PIPE AT CROSSING TO KEEP JOINTS AS FAR AS POSSIBLE FROM THE WATER LINE DEFLECT PIE- 4MAX_ - 64 - 3-J0 4-00 4-5C 5+00 PROFILE L INr 3 1` = 3' VERT. = 3'1` HOR2. 5+50 74 '7) 70 2- ST (SEE NOTE) AR i MiN.LI 66 11 6- �f ?-Ow Ciro =XST. 6' C- A1hL f�:K F_±.r EI�ST wA^R VA_lr< k � ! T- z!z 5-1t C�L� (A) (� 6. 45 =90w xl (CONNECT TO Ex 57'3; _91 ' RE1rOVr EX B.0- ^1- CONIC. EbJ(G ! ExS .=XT'nUti D D iRB ........................ - �_ = I . - — — — — — — -- — — — — — _ /� _ �- ram_'_ -38 OWCFTF ASSEIIaY _T / / + I o { / / P_R AUB►2N SIP). i ;2ETAIIL WkK_1 XSTiNG SANITARY SEVER YANH X- j I I / I jK p• I RIM 7055 (AUJST TO 71.1) N-S 1= 24 DIP 50.80 CT 17s�`L /I_ N-w PRIVAit - -w I1-- 8' PVC4.90 ,45 ow f ROAD _AS 4cN" - STA_ 2+77 (a) CONIC_ / { E• =5 =!Sow (YJ) - ` - - { ! ONC. 3 KG. - -�� - - - - - - - - - - - - - - - - - - - - DI E 64.13 + TrE CONTRACTOR 94ALL 2 E' D I I RcPkR OR REPLAC_ ANY /- - -- - -� , - PERMANENT i U NJTES 7X5TINC = '' CRCSS !- - - - - - - - - -�- - ------ 2 - STA I 10 4 I , DAMAGED DURING CONSTRUCTION 23T PIT 17 i W)25 I I \�� -l / h�� - / _ -R R1SER �� � � ? r OSS #o - DDCVA P8� ( I \ \ , I ! ND!CATOR VAL1F_ 7 tt BY SPRINKLER 1 4 1I 1 86X • GV o0 4AA) DESIGNER ICO 10RX6 7-=t1JXNJ1) CROSS I D - 1 FH ASS`. l ! Sc I ID-S. CO_ D.S. D.S. D - S D_SI I I I 1 18 LF 6• DI 1 DWGSSTA 3+53 (3)I STA1 +87 ( A) (NJXMJXFL) 8X8X6 rw 8p i=- (ui) 6' GV 1= .8GV FH ASSY I CONC. BVG.c.g- DIS6. 45 ELBOW (MJ) 15 L- 6 Di j I 1 2_ TAP _ c CONIC. BLKG 3' WATER SERYCE ,' I � _ MAIN BUILDING 2- DEDUCT METER. I I + 0: HI l M- GA MIN PLAN* PER AUBURN I i I I I I I STD DTL - WAN-1 c I I 1 I! I U.S I I I tn 1 I I II I I• ' I I N c, N-- W WAitz, Wt I _R BOX. = I j I I _ \ I PER CITY OF AUBURN STDS. i I I TEST PIT r2 �~ I I -Sln. -. ) c� _ BY CONTRACTOR. 2'0 •N' 6 45 ELBO CR PER AUBURN STD, SEE DRAWINGS I I MEI C I DF-TAlL , WASM-2 I CROSS �4 I 1 I I ! I I 1 I STA_ 4+9(0 B) I. 69. I, I ! I j AIR -VAC RELE VA11F_ I PE R AUBURN STD. D__TAIL wAAR-t /� j I 6' PVC1S i r I A S=0.04J5 WAi=P, ScRVIC_ STA. 3+88 (A) I P-R `M- CRAWINGS 1 i I IE 69.0C AIR -VAC RELIEF I! �, n I ! i ( (% I ` . - qL/WATERSEPARATOP ----_----- - - - --- -___ -1�853---E.�-- 274 L r 8_ 01 -�- STP - _55 (A) F STA. 5+54 (B) - h`L 6' PVC SEP35 STA. 3+St " I N Ss 8' I- (MJ} cam' 8XBX6 ICE (MJXMJX I ' I I /\ o� C.O. S 0.01 C.O. 6• GV 11, a ! --; I' I\GONG BLKG./� `'�� I= 70.257` `�--_ '� IE 68.21 FH ASSY „ IE 67.23 10 Lr o i-I WS 8• ( ` i ?L. I j D.5_ I /?� I S. GV ELBOW' • i i I I- I I D.S. c e ;STA 14+9d (A) �; '� I , � � I „• BLKG. � / ` � i I ! �5' EXISTING A1tTR0 EASEMENT ` iBLOWOrF ASSY.I I I I I I I I RECORDING NO. 8301120645 \ j I f I I SEE •M• I !PER AUBURN STD- DETAIL MlABO-1 I I I I ' , ! , I DRAWINGS >— 1 \ FH STORAGE B11WNG- '\\\ , ,� • _ -v , FF. ELEV. 72.00 �. U.S .5 ' I I � 11 STA_ 6=27 (B) ��, ��- �.�� - i ' 8XBX6 TE_ (MJ)XFLXFL) o �� I C,� 6- GV (FLXMJ) 6., \ sg 25 LF 6' DI \ L� r � I � I /� EXISTING SANITARY S=W'ER 4tANHOL= FH ASSY $S' ` ST I I i j i j{ I /� RIM 68-30 FL ADAPTOR CONC. BLKG. IE 24' DIP 51.27 BOLLARDS (2) 70 70 \ v I can -EX,!STING W=P_AND BOUNDARY ' WITHIN PROPERTY LINES (4 PLACES) SANITARY SEWER AND WATER PLAN Ai,2 A4-� 1' 30' r'1 III III I I IIIIIII IIIII � IIIII�I IIIII�i I�IIIII IIIIIII I(1�1(1 IIIII I I�III�I I�III I II111�1 II111 1 II11111 I�III 11(III`1 I(III 1 IIII111 IIIIIII I�IIIII IIIII 7 I)III�1 I�111{I 101 I HelpSmokey Prevent Forest Fires'. �a ea to ea II�IIII�I�IIIII IIIIIIIIIIIIII�III!IIIII�IIIIIIIII�III��III�I�IIIIIIIIIIII�IIIIIIIII�IIIIIIIIIIIIIIIIIIIIIII�III�1�1111111I111111111I1111�1111�111111111II11IIIIIMilll111III oa s``a as �a e� e► cl. e► f► s� if1111111IIIIIIIIIIIIIIIIIIIII1111111111`IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIII�IIIIIIII11111 a< <>• ( PIPE CROSSING SCHEDULE I CROSM43 NO. 1 1 I NVE T OF LFF EA PPE 166.70, 15' STORM I TOP p- OF -OVAM PPE 165.75. 6• WATER 1 2 169.72. b SANITARY 168.72. 6' WATER 3 168.41. 5- SANITARY 167.41, £ WATER 4 168.30, fi WATER 167.30, 6' SANITARY ! 5 _ 167.70, 8' WATER 166.36, 6• SANITARY 6 164.76, 6- SANITARY 166.74. 6- WATER I 5 166.95, 12' STORM165.80. aao:.n 0 wATA 5 WATER 167.27, 12' STORK /- � `` FAD 0011-95 BLD 0290-95 •'// THESE= PLAN, ARE 'APPROVED' FOR CON;ORMANCE WITH THE CITY C AUBURN ENGINEERING DI'ASION'S REQUInEMENT� C.�r APPRO�D • 11' Ii 6/ j - Nvlf Imm POLK AS-SOCIATES a P.CHITECTUPY/PLAINNLNG/INTERIOPS 1120 POST ALLEY, SE_411LE, ASHL\GTE\ TELEPHONE (206) 622-8443 FzC (206) 622-8031 A;;BtE-N S"300' Db-pd"7 APniE T* 5n IDS VAL—' --� w4Rv' Y N. r I:E r,' -•:3ulirl ;:lA 580prr70618-3- � fb _ 600 5: _� 5 Tc-, a:: r7: v; gas -3 Ib REVISIONS NO DESCRIPTIO\ DATE BY -T— 5:7, ?),2 2, JOB NUMBER 91612-01 (°4088) DATE 4b/-2)2/a5 PROJECT DIRECTOR DRARN BY T.0JA ~ i. DESIGNED BY CHECKED 'lY J��• APPROVED SCALE A NOTED PROJECT TITLE 5Uc,poRT 5-RYIC;:5 CENTER AUBUFN SCHOOL DI5TRICT NO.405 AUBURN, WA S�IINC TON iiEEi' TITLE JANfTA12i" 5,_,.W=iR AND WAT=>< FLAN 4 FiROF i L E-5 SHEET NlNIff 0 EAIS1. zo EXIST. 6' CHAINLINK. I ENCE LANDSCAPE do EXIST UPLITY EASEMENT WATER VALVIL k BLOW Off S875737`E a PER SITVRIPLAT �. ?C 1 294.36' - o �_ - S81 JT3TE _ — EASE i..... ¢ - L�` ..----�— — �- - -- ©-- EX iRUDED C! IRG ..... ........... I ,9Qff3 .......... ..... �E 66.5 - -- __�d EXIST. tititTLPTIL� .�' ......:� .........................................I..... � EXIST. _ ------ EX!S T. i ......................... o PRIVATE ROAD & /. 2 WATER VALVES 11T ULi �A$E 1 tJ 1 v; —Sir YA�1<I EN I F 1•. ..... 1 I , ER STtORTPLAT REPLACE 3 EXIST STPA1'1 I I h / { _ .-_-,--- -- -- �/ i EX. HYDRANT LOCATED PALES'A1TI1 3 NEW STRAW I. -� � / �'T 535 FEET EAST BALFS IN SAME LOCATION I ---EXIST OUTLET I R325 AT BEGINNING AND COMPLETION 'j 1, ELEVATION OF CONSTRUCTION I =65.9 I ca ! EXIST. CULVERT 35 85LF 8" DIP CL.52 ( SANITARY SEWER M,kNHOLE ' I RIM 70.55 v, 6' MIN. COVER I i I: 1IMI1S C'F WORK AND PROOF-ROLLINGQ + IE 67.5 I 11-S IE 24" DIP 50.80 E-W IE 8" PVC 54.90 I NEW GRAVEL CONSTRUCTION cr CC 1P-7 I Co ENTRANCE PER 3/PL2 I ii a I I L1�I I � NOT DISTURB Off_ a I I II ; I EXIST IESC POt'DS XCEPT AS SHOWN PE R PLANS 8 I 79.5' ' 258.0' 126.0' (HOLD)I 1z BDING IS PARALLEL TO EAST95, 45' PROP_INE) ' l�ii I( i I I 0P, ' j I I I OVER --EXCAVATE AT I , I? I i i I I DOCK. HIGH FOOTINGS - I 31 ,,1, jj l I I a 1.5H:1V. I PER cci ; ; I 4/PL2, 95 LF �� TYP. 1 z �I ( _ PL2 i �► 1 gl�llil r l /I I A\A u1 co80.4 w MIN. RIDGE ® I I� -I I I i1 ► EXIST. WETLAND I 25 . I i j i +TP-2 N. rL 07 I + �; I j i1MEfLlJD' r I I BUFER I i i j; j I j I# z 60' ; 10' , I I ♦ + IP-6 cd r 1, I I ( ♦ Go I I alIII I I •� I I I j I/ � � ..\ i I I I (J TYP' NEW BLDG. LINE, III I ! I N I I TYP. 258.0' 79.5'--TOP OF NEW I I PRE -LOAD. i. t I I i ,t EXIST. BARBED WIRE�. I i I �fl I i I FENCE I ;I1 I I j - TOE OF NEW i 1 r, 85 PRE LOAD. I I I TP-1 I U7 3p, d- 1P-9 I APPROX LOCATION OF SETTLEMEIT "PLATES", 20' 114STALL PER DETAIL 5/PL2 AND MONITOR I ' PER rv)TES ON SHEET PL2. I EXIST. WETLAND r9.9�171 •�s,` I LIMITS OF WORK AND 1 I PROOF- ROOLING- N, � ............................L ... , ..................................... ..................I..±i; I..................... ........ lI -.-F - °-- `�' rN86'12'34 E max, , _ - --- - x -- r7l _ -- _-- - o x 214.93 z106.72' ! o I I 260 LI FILTER FLIICE A PER 6/PL"2� CXISI. Ih'EIl.A1IDx. 'WEILAND iL PRE—LOAD PLAN. I. _ o �,,r►i11ji�Il1[[��III►Ir,._ NORTH VICINITY MAP .� LEGAL DESCRIPTION PARCEL A LOT 1, CITY OF AUBURN SHORT PLAT NO. SP-5-85 AS RECORDED UNDER KING COUNTY RECORDING NO. 85071700422, SAID SHORT PLAT BEING A PORTION OF THE SOUTHWEST a!ARIER OF SECTION 13, TOWNSHIP 21 NORTH, RANGE 4 EAST, W_M., IN KING COUNTY WASHINGTON; TOGETHER WITH THAT PORTION OF LOTS 1, 2, 3 AND 4 OF SAID SHORT PLAT DESIGNATED AS A PRIVATE ROAD ON THE FACE OF THE SHORT PLAT FOR ACCESS PURPOSES; EXCEPT THAT PORTION WHICH LIES WITHIN THE ABOVE DESCRIBED MAIN TRACT. PARCEL B.- THAT PORTION OF LOT 2 CITY OF AUBURN SHORT PLAT NO. SP-5-85 AS RECORDED UNDER KING COUNTY RECORDING NO. 8507170422 LYING WESTERLY OF THE EASTERLY LINE OF THAT METRO EASEMENT AS FILED UNDER KING COUNTY RECORDING NO. 8301120645; SAID SHORT PLAT BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 13, TOWNSHIP 21 NORTH, RANGE 4 EAST, W-M. IN KING COUNTY WASHINGTON. (ALSO KNOWN AS LOT A, CITY OF AUBURN LOT LINE ADJUSTMENT NO. 0015-89, RECORDED UNDER KING COUNTY RECORDING NO. 8905090799.) TOGETHER WITH THAT PORTION OF LOTS 1, 2, 3, AND 4 OF SAID SHORT PLAT DESIGNATED AS A PRIVATE ROAD ON THE FACE OF THE SHORT PLAT FOR ACCESS PURPOSES - EXCEPT THAT PORTION WHICH LIES WITHIN THE ABOVE DESCRIBED MAIN TRACT. DATUM, CITY OF AUBURN BM # 27Y NORTH EDGE OF 1W IRON PIPE IN PC MONUMENT 100 FT. EAST OF INTERSECTION OF WESTERN AVE. AND MAIN ST, ELEVATION 66.32 LEGEND DESCRIP110N EXISTING NEW SANITARY SEWER SS WATER W SS MANHOLE O CHAINLINK FENCE WATER VALVE G4 BLOW -OFF 0- CONTOURS --- -- 48 - -- �--- $0 --� SETTLEMENT PLATE AL LIMITS OF WORK AND PROOF -ROLLING 1 TEST PIT + TP-1 100 LF FILTER FENCE PER 6/PL2 , A NOTES EXIST. NOIES RE. WETLANDS: METRO SEWER EASEMENT RECORDING 110. 8301120645 1. THE BOUNDARY OF THE WETLANDS SHALL BE STAKED IN TWENTY-FIVE FOOT INTERVALS AS CLEARING AND CONSTRUCTION LIMITS FOR ALL C014STRUCTION ACTIVITIES ADJACENT TO THE WETLANDS AREA. 2, NO CONSTRUCTION SHALL OCCUR IN THE WETLANDS. EXISL 3. DURING SITE GRADING AND ESTABLISHMENT OF TEMPORARY EROSION SANITARY SEWER MA1411OLE AND SEDIMENT CONTROL MEASURES, THE WETLANDS SHALL BE /RIM 68.30 PROIECIED FROM CONTAMINATION FROM UNTREATED / IE 24" DIP 51.2.7 SIORMWAIER DISCHARGES. r�l IIIIIIIII 11�1'I�I I�1�1 1 I�I�IIIII�IIIII 1�1'I�1 1�111�1 I�III�1 (�IIL LLL I�II1�1 IIIII LL I�111�1 111111 TL}I�II1�1 IIII)118I illij I 111 IJIIIIIII1�1 111111 I�III1I 11111 L I�III�I I�III�I 1 910� Il� 12 HelpSmokey 1`�, 1, 17,111, O1a"1'811.'11.�1"� fi` � T � "I` ZI` � `1` °I` � r IB II II�IIlillllllIII Illl�llll IIII IIII Illl IIII IIII IIII IIII IIII IIII IIIII IIII IIIIIIIII IIII IIII IIII�IIII IIII Till IIII�IIII IIII�IIII Ilillllll IIII�IIII IIII�IIII IIII�illl IIIIIIIII Ilil�llil IIIIIIII GRA 0003-94 THESE PLANS ARE 'APPROVED' FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By, g, f, Date Approved. ASSOCIATES AIZCII1I-1 (TUH/1'LAN`I1N1G/lN I-LRIUHS 1120 PUS I- ALLEY, SE:A -11E, WASIIING'I'ON TELEI'IIUNE (206) 622-8443 FAX (206) 622-80:31 AUBURN S(1iUUL !)L5'TYdCT ATE iUE TU EXCEIIE;jC'E 915 F'OURTII STItEE'I', N.E. AUBURN, WA 98002 MECH/ELEC: HARG15 ENGINEERS 600 STEWAW SF2EIET, SUf71• I8W SEATTLE, ILIA WB -I CIVIL/STRUCT:RIJPERT ENGINEERING, INC. 151B lU. VALLEY W6!-MOAT N, 5U17-E 101 AIJBUW 11JA 58001 (206) 833-1116 LAND5CAPE: THOMAS RENGSTORF 4 ASSOCIATES 911 WESTEW AVEMIE SUITE 444 5EATTLE, WA S_101 REVISIONS NO DESCRIPTION DATE 13Y ID PLAN CHECK REV. 4/8/54 J.D.B. REV. PER OUJNER 5/11/54 J.D.B. ® REV. BLDG. LOC. 6/29/54 J.D.B_ JOB NUMBER DATE 9304-061 1/21/93 PROJECT DIRECTOR DESIGNED BY J.U.B. J.D.B DRAWN BY CHECKED BY R.D.B J.D.B APPROVED SCALE PROJECT TITLE SUPPORT SERVICES CENTER 1302 4th 6T. SW, AUBURN SILEET '1'I'ru., PRE -LOAD PLAN SHEET NUMBER F L 1 0ATI1 7 ?9 n ►�.,i«1fT / F'L Y �1 81 - - - - - - - - - - . rJE'V►' SLUG. - � - - - - - - - - ��� - 80 . LINE (TEFL) �- Uj ft �n 77 iiE'A GRAPE ! I 76 7s 74 iJO SiEEFER iH,V1 1-5H:IV, T)'P: 73 72- 71_L EL 'fit 7;► / / J 70 I EXIST_ TESC FOND / a w U CV - - - - - - - - - - - - --_ - - - Y- - - - 67 -�. . - . . . . . . . . u- LIMITS OF WORK AuID CC4JPACT TOP LAWT-R 10 929: . . . . . . . . . . . . . . . . .Stu I I 1 80 PL . . . . . . 79 . . . . . . . . . . ( . . . . . . . . . . . _ . . . . . . . . . . . . 78 . . . . . . 77 . . . . . . . . . . . . . . . . . _ . . . . . . - 75 . . _ . . . . . . _ . . . . . . 13 f{ACT,T6 9 / z I= lU 12 i0 ELEV. / / FILTER FENCE r1 . / • / j - i PER 6/112 �I - 71 70 -- -- - Y - _ - - 69 i 68 LIMITS OF WORK AND �EX,ISIRIG GRADE PROOF -ROLLING 66 52 . PROOF=ROLLING 12 = 66 0 z1\ 65 �, SECTION 1 , M ,T C 81 80 79 76 77 76 75 74 73 72 71 7o - 69 - 68 - 67 - 66 - 65 - i R = 20' MIN 4" I'MIJIMUM QUARRY STALL GRAVEL CONSTRUCTION ENTRANCE I PL2 iJ. F.S. P12 HORIZ. 1" = 30' VERT. 1' = 3' VUt 1. 1 = J 81- 80. . . . . . . . . . . . . . . . . . 79 -j. 1 78. i/ NOTE: SEE 1/PL?_ FOR I 77• FURiHFR 11111►. 76- . I. . . . 110 STEEPER iIIA1N 75- 1. 511: IV -. . 74- 73- FINISH GRADE AT - 72 - -TRUCK DOCK- (111C) I 71 . 70- EXIST. GRADE -- /1. 69. 68• . . . . . . . . . . . . . . . FACE OF ULUG.-� 67 l GG • -OVER--EXCAVATE; PLACE- COMPACi SiR MURAL 65- •1 ILL- ICI -95%. . . . . . • c� ;5' / n 4 SECTION PL2 ITUR17.. i" = 30' V1 RT. 1" = 3' 81 80 79 NEW BLDG. LINE 78 77 76 75 74 «� 73 r�> 12 BO F. OF [JEW.FiG. - 71 70 69 68 67 GG 05 COMPACT TOP LA`rER I -AST 10 92% FL 81 . . . . . . . . 80 • . . 79 . . . . 78 . . . . . I 77 . . . I 76 . _ _ 75 . _ 74 73 EXIST. • GIICH . 72 . 71 _ . . . . . I Ij' 70 . . . . . I 68 JF WORK AND ( 30' -ROLLINNG f 67 66 ! 65 FINISHED PRE -LOAD FILL SURI ;, F ---\ STANDARD PIPE PLUG WITH 2 VEINi (TOLES / INSTALL PLATE AND PIPE PIPE CUPLIiJGS / ""-- RISER 10 1111S POINT BEFORE PLACING FILL 2" STANDARD STEEL PIPE 2' x 2" x Si EXISTING STEEL [)LATE --� GROUND SURFACE �i SEE DLIAlt. BELOW - ti I I "------- CONCRETE SAND GRAVI_L POCKET �� -- 2" S iANDARD PIPE �- - PIPE COUPLING • WELD ALL AROUND 4-W 11OLLS SETTLEMENT--" PLATE" DETAIL. 1101 10 SCALE CONSTRUCTION SEQUENCE 1. COMPLY WITH ALL R,EQUIREMENiS AND CONSTRUCTION SEQUENCES OF THE 9. INSTALL SETTLEMENT PLATES 11HER£ SHOWN ON THE PLAN. SETiiLMEJNT CONTRACT DOCl1MENIS AND THE C11( OF AUEM4. PLATES SHALL BE MONITORED BY THE GT_OTECH ENGINEER- C(Vfft 2. SCFE[PJ� AIN) A1TEt1U PRE-CONS1RIiCTIUN IEETRNGS NTH BOTH THE SETiLEMENT PLATE LOCATIONS AND INSTALLATION PROCEDURES WITH THE GEO.ECH ENGINEER. AUBURN SCHOOL IAS!FJCT AND THE CI1Y Of AUBUN_ PUBLIC WORKS DEPARTIIIENNF. 10- OVEREXCAVATE AND PLACE COMPACTED SiRLUCPJnA1 FILL (CLASS'B'. 3. ESTABLISHllaiS OF MrORK A TFTE PFfA TO BE FRU(f-ROLLED: RID PLAN 12% MAX. FINES) AT THE TRUCK DOCK FOOTING, WHERE SHOW ON IHE B. THE APIA FOR PPE -LOAD FILL TO BE PLACED AND PER SECTION 4/PL2. COMPACTION SHIM BE95X 4. CONSTPLCT iEMnJPA°Y GAVE! C(KrTRVCi7ON ENiFte! .� i1. PLACE THE PRE -LOAD FILL WHERE SPr".N ON THE PLAN. USE CLASS B. Nr- PER VETAL. STRUCTURAL FiLL (12% MAX_ FINES) FCV THE PRELOAD OF TO ELEYATION 71 15 USE CLASS 'A' STRUCTURAL FILL (5% MAX FRIES) 5 ?UaSTItN; (IF -Sit( (AT(I1 P''JNS (N11H?I Pti. PPJVAIE ABOVE ELEVATION 71.75 10 THE TOP OF THE PRELOAD AS 94M N ROAD FP(M LUIN4 R')AD 10 111E SIZE) IROM SILTAIN11 B( PLAOW. THE SECTIONS STRUCTURAL FiLL SHALL BE A REASONABLY WELL - FILTER FABRIC UNDER IIE GRATES. GRADED (FROM FINE TO COARSE) SAND AND GRAVEL. FREE OF ORGAIiCS AND DEBRIS, NTH A MAMLIM PARTICLE SIZE OF ABOUT 3 INCHES AND E. MOW THE VEGEiATI(RI YNHIPI THE LINIIS (f WtM 10 A 3-NMI HAVING NOT MORE THAN THE PERCENT FEES (BY WEIGHT PASSW, A MAXBWJM HEIGHT AND DISPOSE OF (tIFfRMS AT AN APPROVED NO. 200 MESH SIEVE, BASED UPON MET-SNEVNNG OF THE MTMJS 3/4- LOCATM.1tL SiRIPPIIG OF VECEiAiN-01 1S 1401 PEU-Wfl). PUMP WATER NCH FRACiKJN) AS STATED ABOVE. OUT OF ANY EX1;iL'IG DEPRES311S. RE -GRADE AS 1rLESSAR'Y TO ELIiINAIE DEPRES510NS- 12_ COMPACT FiLL LIP TO ELEVATION 74.5 TO 957. COMPACT THE TOP 7. FROOf-ROLL AND COMPACT THE 511E WFNERE SNOWtN 041 THE PLAN. DO NO LAYER OF THE PRE -LOAD FILL TO 92% TO MINIMIZE W/'ER WORK WITHIN ]HE EXISTiH; EROSION-CUNTROL PONDS AND SWfALES INFILTRATION THROUGH iOE FILL PLACED BETWEEN COMPACTED. 74.5 AND THE TOP DYERR DOES NOT NEED TO BE COMPAACTED. BUT EXCEPI AS SK(91CALIY SFION1 (11 THE PLAN. PROOF -ROLL AND SHOULD BE PLACED IN RELATIVELY UNIFORM HORIZONTAL LAYERS. COMPACT WiTH SUITABLE EOU1IPMf11T 10 PROVIDE A DENSE. UNYIELDING CROWN THE TOP OF THE FiLL AS SHOWN- 111MCSS OF SOIL LAYERS SURFACE AND A SOIL DE10TT IN THE LK R 12 RICHES OF 95X (ALL BEFORE COMPACTION SHOULD NOT EXCEED 8 INCHES FOR HEAVY COMPACTION DENSITIES ARE 11"CAiED AS A PERCENT OF THE E0UPMENT AiD 4 INCHES FOR HAND -OPERATED MECHMCAL MODIFIED PROCTOR MAXIMUM DRY DENSIF( BASED ON ASTM D1557-70, COMPACTORS. METHOD C OR D.) 13. THE CONTRACTOR SHALL COMPLY NTH 'GENERAL CONSTRUCTION NOTES 8- RE -WORK A14Y SOFT AREAS EJNCOUNIERED BY REPLA(ING WITH COMPACTED FOR GRADING, DRAINAGE AND EROSION CONTROL' AT ALL TIMES STRUCTURAL FiLL (CLASS 'B', 12% MINX FINES), OR B( DRlIN" OR MOISTENING AS REQUIRED (INCLUDING SCARIFYING, MLYJNG. AND/OR 14. THE CONTRACTOR SHALL COMPLY WITH SQL STABILIZATION AERATION). REWORKING, AND ADEQUAiELY CCIPACiiNG UNTIL A DENSE. REQUIREMENTS. UNAILDRIG SOIL IS PRODUCED. AND THE TOP 12 PIC41ES IS COMPACTED TO 957. REMOVE LOOSE SOILS FROM iESi PITS AND 15. AFTER ALL EARTHWORK A44D SOIL STABILIZATION ACTIVITIES ARE REPLACE WITH STRUCTURAL FILL (LLASS 'B', 12% MAX. FINES) COMPLETE, AND AS AUTH-OZED BY THE CiTY Of AUBURN OFFICIAL, COMPACTED TO 957. REMOVE THE FILTER FABRIC PROTECTION FROM THE EXISTING CATCH BASINS- THE GRAVEL CONSTRUCTION ENTRANCE SHALL REMAIN IN PLACE. NOTE: THE WORK DESCRIBED ABOVE IS ANTICIPATED TO BE DONE DURING DRY HEATHER. CONTACT THE CIVIL ENGINEER FOR WET WEATHER CONSTRUCTION MEiVIODS MF NECESSARY. GENERAL CONSTRUCTION NOTES FOR GRADING, DRAINAGE AND EROSION CONTROL I. WITHI11 iFHE CITY OF AUBUPJI, ALL REQUIRED DEiENFI(.N1, 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL SrTINENiATiOII AND EROSIOII CONTROL FACILITIES MUST BE PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSiRUCTED AND IN OPERATION. PRIOR 10 LAND CLEARING AND/OR COISIRUCTiON IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM OTHER CONSTRUCTION ACiIVI11ES, TO INSURE THAF SEDIMENT -LADEN THE CITY, UNLESS OMWISE DIRECTED. WATER AND STORM DRAINAGE RUN -OF DOES NOT IMPACT THE ADJACENT 5_ ON PROJECTS Alit] GRADIING PERMITS ONLY, AND FOR WHICH NO PROPERiiES OR TIIE NATURAL DRAINAGE WAYS. SUBSEQUENT BUILDING PERMIT HAS BEEN ISSUED, AN AS -BUILT 2. THE DETENTION, SEDIMENTATION AtU EROSION CONTROL DRAWING WILL BE REQUIRED UPON COMPLETION OF GRADING FACILITIES DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM ACTIVITIES. REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL (THIS PROJECT WILL REQUIRE AN AS -BUILT SURVEY. UPON COMPLETION OF DRAINAGE AND EROSION COIiROL FACHUiNES MAY BE REWIRED AS THE WORK, THE CONTRACTOR SHALL SUPPLY THE FOLLOWING INFORMATION TO SITUATIONS WARRANT DURNIG CONSiRUCTiON. 111E IMPLEMENTATION, THE CIVIL ENGINEER: 1. TOE, TOP AND RIDGE ELEVATIONS AND LOCATIONS MAINTENANCE. REPLACIVIFNT AND ADDITIONS TO iTESE CONTROL OF THE PRE -LOAD; 2. LOCATION OF THE PRE -LOAD VAiN RESPECT 10 THE SYSTEMS SHALL BE THE RESPONSIBILITY OF INE PERMITTEE. PROPERTY LINES; 3. LOCATION OF PROOF -POLLED AREA; 4. COMPACTION 3. THE DETENTION CONTROL POD SHALL REMAIN iI PLA(f TEST REPORTS FROM ME GEOTECH ENGINEER. THE CIVIL ENGINEER WILL UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AMID OPERAI1011AL. CREATE AN AS -BUILT DRAWING AS REQUIRED BY THE CITY OF AUBURN. ITEMS 1, 2 AND 3 ABOVE SHALL BE PROVIDED BY A LICENSED SURVEYOR HIRED BY THE CONTRACTOR.) Q6. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE. AS NECESSARY, 1 TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS. AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY, THESE ACTIONS WILL BE GOVERNED BY THE BUILDING OFFICIAL. REQUIREMENTS FOR EXPOSED SOIL STABILIZATION DENUDED AREAS A14D SOIL STOCY,PILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPT IN THE FIELD WIiEN IN THE JUDGEMENT OF THE BUILD1,IG OFFICIAL OR HIE OFFICIAL'S REPRESENTATIVE SUCH SCHEDULE IS NOT WARRANTED: L FROM APRIL 1 TO OCiOBER 31 ALL i LIPJDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED 10 REMAIN UNWORKEU FOR MORE IIIA14 30 DAYS MALL BE STABILIZED WITHIN 10 DAYS, AS DIRECTED BY THE OWRNER. SFABILIZAiTON MEi110D. HYDROSEEDING k MULCHING. 2. FROM NOVEMBER 1 TO MARCH 31 ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED ';rrlS WITH AN AREA GREATER THAN 5000 SQUARE FEET MAT ARE SCHED111ED TO REMAIN UIIWORK I) FOR MORE iHAN 24 HOURS A14D EXPOSED AREAS OF LESS THAN 5000 SOUARE FEET THAT WILL REMAIN UNW(ftLD FOR MOUE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. STABILIZATION MEiIIOD. Fi7DROSEEDING & MULCHING. DENUDED AREAS iIIAT WiLL REQUIRE SFABILIZAiI(NN Oil THIS PROJECT WILL INCLUDE AT MINIMUM THE PRE -LOAD AREA AND A14Y PROOF -ROLLED AREA WERE THE VEGFTAiION HAS BEEN REMOVED. THE BU!i.DING OFFICIAL AND THE OWNER OR ARCINiECT IDENTIFY OTHER AREAS 10 BE STABILIZED. TESTING AND MONITORING THE GEOTECN ENGINEER SHALL BE HIRED BY THE OWNNER TO PROVIDE THE FOLLOWING SERVICES: 1. COMPACTION TESTS DURING THE PROOF -ROLLING AND COMPACTION OPERATIONS Oil THE EXISTING SOIL. 2- COMPACTION TESTS ON THE PRE -LOAD FILL AND ALL OTHER FILL PLACED. •,,, �, 3. SOIL SAMPLE TESTS OF IMPORTED SIRUCTURAL FILL. v 4. MONNTORAIG OF SEiIUMENi PLATES. �• 5. OiIIER SERVICES AS ULFINED IiI THE SPECIFICAII(INS. NEWLY GRADED OR ' ~ - III[ CONIRACTOR SIIALL COC41RA1E SO iIIAT THE GEOTECH ENGINEER CAN DISTURBED SIDE SLOPE r - EFFICIENTLY PROVIDE THE ABOVE SERWIS. 2" x 4" DOUGLAS FILTER FABRIC � FIR IMMATERIAL FILTER FABRIC - STAPLES OR WIRE 2"x2"x14 GA. MATERIAL: MIRAFI RINGS (lYT'ICAL) WELDED WiRE 140 OR EQUAL FABRIC OR EQ. 11 f l 11� i li �ii �In Il ulllrii ��1ut ri I ..II Ik laic 111i�i 1l1 i ik i ;i ' 1 .. I I li I �l[ it t I 00 U IJ U U N l'0" UOUGLAS FIR #I (OR EQ.) 4 4'-0" U.C. BURY BOTTOM OF FILTER FABRIC ELEVATION MAiERIAL IN 8" x W TRENCII n 6 FILTER FABRIC FENCE -Pl2 1101 TO SCALE. Al 1 1 1 ! 1 (r r i .'• . i T i!r Y i i 1 i 1`1 1'1 1'1 1'1 1 1 I'1 N'1 1`1 1 1 1'• �t• 11� . • �'. �`� Itt . •,• •1• .1. • .I. M. M. 1- •M �- .I. �. .M. I. ,11i,1�l`iI'��'�3�'�'I`�4� Help Smokey Prevent For est Fires'. Inllnnlnn nnllln nn )III Ill►IIIII 111111111 IIIIIIIII Illllilll IIIIIIIII IIIIIIII) i1TTItITI ITT) WTI) )III ITT) Illlillll IIIIIIIII )III INN )III I111 )III )III )III Nil Illlillll IIIIIIIII )III illl )III )III IITIIIIIT TIIIIIIIi IIIIIIIII IIIIIIIII IIIIIIn1 IIII�IIiI IIIIIIIII IIIIIIIF r I. I CV 8 TYPICAL CROSS SECTION GRA 0003-94 THESE PLANS ARE •APPROVED' FOR CONFORMANCE WITH THE CITY OF AUBURN f� 1' ENGINEERING DIVISION'S REQUIREMENTS j Approved By, 1..�k-►-�•-*--� `�.Qc Date Approved, G 12-1 f 1 f 11 )OLK ASSOCIATES AIZCIiC1"i:(;1'UIZE/I'LANNI.Tru/ INTEKIUIZS 1120 POS•I' ALLEY, SEATFLE, WASIIING'FUy 1•ELEMIONE (206) 622-8.1:43 FAX (206) 622-8031 AUBURN SCHOOL UISTPILT AVENUE TO F-KEUZNCE 915 1"OURT11 STREET, N.E. AUBURN, WA 98002 MECH/ELEC. HARGIS ENGGINEERINC:, INC. 600 97EWART STREET, SUITE 1800 ,EATTLE, WA WiOl _ CIVIL/5TRUCT: RUPERT ENGINEERNW-i, INC. 15113 W. VALLEY i- r"IAY N, SUITE 101 _ AUBUW WA WOO) (206) 833-1116 LAND5C4PE:TN0MA5 RENG6TORE 4 ASSOCIATES 511 ILESTESN AVEIJUE, SUITE 444 5EATTLE, WA W101 REVISIONS NO DESCRIPTION DATE ITV Lid PLAN CHECK REV. 4/83/94 J.D.B- Q REV.PER OWNER 5/I1/S4 J_U.B. © REV.PER OILIER 5/11/94 J.D.B. REV-BLDG. LOG. 6/29/94 J.D.B. JOB NUMBER DATE 9304-061 1/21/93 PROJECT DIRECTOR DESIGNED BY J.U.B. J.D.B. DRAWN BY CHECKED BY R.P.B. J.D.B. APPROVED SCALE --------- AS-NOTED- - ------ PROJECT TITLE SUPPORT SERVICES CENTER 1302 4th ST, SW, AUBURN PRE -LOAD DETAILS AND SECTIONS -SHEET NUMBER FL 2 ._OTDI-772