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HomeMy WebLinkAbout95D1361 LOCATED IN THE S.W. 1 /4 OF SECTION 13, T21N, R4E, W.M. *THIS PLAN HAS BEEN AS-BUILT BYTCA., INC. AND THE ° AUBURN, WASHINGTON INFORMA77ON SHOWN, TO THE BEST OF MY KNON2EDGE, ACCURATELY GENERAL CONSTRUCTION NOTES N 5W^ 4" 3/25/96 REFLECISEA7ST7NGRELDCONDITONSASOF THIS DATE 3" COMPACTED . ." � 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF � /'40 MAN ST W AUBURN'S REQUIREMENTS AND SPECIFICATIONS. DEPTH CLASS A.C. PAVING 2. STANDARD SPECIFICATIONS SHALL BE 1994 APWA AS MODIFIED BY THE -III- "THE STORM DRAINAGE DETENTION S67EM HAS BEEN AS-BU2T BY -{ SLOPE " T.CA., INC. AND, TO THE BEST O<MY KNOWLEDCE, BEEN CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAILS, DIN " CONSTRUCTED IN CONFORMANCE WTH THE APPROVED PLANS AND o SPECIFICATIONS, AND REQUIREMENTS. - SLOPE GRADES/FILL TO SHOULD FUNCTION AS DESIGNED." z - 3. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER - ,/ ,� �y �/ , ,/, - SWALES. NOTES: g• " SPECIFICATIONS SHALL BE OBTAINED BY THE CONTRACTOR ��/ .,jj 3315T " SB AND SHALL BE ON-SITE DURING CONSTRUCTION. 1. PIPE SIZES & SLOPES: SEE PLANS. 'L - 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS • 1"') COMPACTED SUB-BASE - - 4. A PRE CONSTRUCTION MEETING WITH THE CITY OF AUBURN SHALL BE III �-� III III III -� T i_ 2 F i '-'i�-" ' ' i "- PER SOILS REPORT ri.. II- 3. METAL PARTS: PEggy REQUITED PRIOR TO ANY SITE WORK. THE CONTRACTOR SHALL SCHEDULE i �i �.. 1� - A) CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED TYPE II REMOVABLE WATERTIGHT CANYON RO SITE "h AND COORDINATE THIS MEETING. .�I].- B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT COUPLING (OPTIONAL) z o 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE- - 4. FRAME & LADDER OR STEPS OFFSET SO: �{ o CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY 4" COMPACIE 12" PIT RUN PER SOILS SLOPE UNIFORMLY A) CLEANOUT GATE IS VISIBLE FROM TOP 167 \� SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). DEPTH ATB REPORT (5% MAX FINES) TO POND B) CUMBDOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. 15' sa "j to C) FRAME IS CLEAR OF CURB z 6. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL Io - l ON-SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT p� 5. !F METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: . p., w co DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. CURB & PAVING SECTION �1 SWALE SECTION OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE WELDED / GLUE ELBOW WITH TH ST SW �/� z M I,D. LESS Vi �w 7. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE, IT SHALL BE NOT TO SCALE Ci NOT TO SCALE 6. MULTI-ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON MIN ORIFICE DRILLED IN U-t w 0000 ¢ THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE. END PLATE •--� �' E- ELEVATIONS AND LOCATIONS OF ALL UTILITIES, ON-SITE AND WITHIN EXIST 8" 7. CONFORM TO CITY OF AUBURN STDS. N z THE PUBLIC RIGHT-OF-WAY. EXIST PAVING, O ELBOW DETAIL 8. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH CONIC GUTTER & 6" N.T.S. U N STRAIGHT AND UNIFORM EDGES 12 INCHES OUT FROM THE EDGE OF CONIC CURB, O z �I EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT 30' 30' 5' CONIC S/W VICINTY MAP W R5 SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). EXIST 8" V) 00 9. THE CONTRACTOR SHALL INSTALL RELOCATE, OR REPLACE ALL CITY OF DIP "' SAW�UT REMOVE EXIST S/W, NITS O ^ AUBURN SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY N CURB, GUTTER & ASPHALT AS 4"1` COORDINATE W/ QUADRANT � ^ � o z o REQUIRED TO INSTALL NEW STORM (MR RANDY HAMBLIN, 455-2900) N SITE DATA h+1 U C, Y CONSTRUCTION, PER THE CITYS STANDARD DETAIL N0. TRSP-1 I 1 & 41' D/W PER CITY OF AUBURN STDS, FOR THE EXTENSION OF PHONE, 10. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A '� o MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, I I BACK OF D/W 0 71.8(f) GAS, CABLE N, POWER, ETC - TOP CAPPED XIST SS MH THIRD THIS 25' EASEMENT TO SITE AREA--------------------------3.8 ACRES WATER, STORM) OF FIVE FEET. RIM 71.30 Q s SERVE THE PROPERTY TO THE 6" OR 8" 6" OR 8' ZONING----------------------------Mt HE 62.36 COMMON I O In I CONNECT TO EXIST CB W/ NEW OCCUPANCY-------------------------B2 it. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES �I M 15" SO OUffALL- REMOVE -AST PRIOR TO CONSTRUCBON. ELBOW PER DETAIL ELBOW PER DETAIL SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED ) CONSTRUCTION-----------------------IIIN-SPRINKLERED EXIST TYPE II CB o 70.5 67.1 EXISTING ESC PIPING TO EAST TOTAL BUILDING AREA------------------55,425 SF LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL RIM 71.08 Z z I I IE 62.96 15" EAST 6F 665 65.A rn ENGINEER. IE 61.78 18"N 7a. bz.o 12, DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO THIS 29.6 IE 62.30 12 E 1 17L3 LF ,s PVC OWNER INFORMATION 3 PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING IE 62.60 12"W SDR35 S=//# 379% 25' PUBLIC UTILITY & IE FROM ON-SITE CONSTRUCTION, AS DIRECTED BY THE CITY. a I 25' WETLAND PRIVATE ACCESS EASEMENT '�'� LjJ SOUND TIRE OF AUBURN LLC 13. CERTIFIED AS-BUILT DRAWNGS OF SITE IMPROVEMENTS ARE REQUIRED EXIST SS MH 70s s.o REMOVE EX CB =7� BUFFER �, 2141 W. VALLEY HWY N. �_ m _ __ ___ _ _ __ %.I_ N8912 20 W 370.00' s6 1_ _ SUB OF SUBSTANTIAL COMPLETION AN THE CI�'YTO CERTIFIED AS-BUILT TADATE H IE 63.4448°E ,,, /^ ' CH p1 ___ _ _ AUBURN, WA . ROBE 1637 I- ¢ SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO _ _ 670 8^ SHEAR GATE FER SUBSTANTIAL COMPLETION AND PRIOR TO PROJECT ACCEPTANCE BY THE IE 62.44 8'N vo i _ - -70- i"`r-� - -- --- � --- - 70 --� 24'0 ACCESS � \ CONTACT: MR. ROBERT RILEY "'`� as 1 0 71 5p 5- w --- LID (206) 941-6100 p l21.1 LF 8 DI CL REQUIREMENTS". IE 62.54 8"W 14. ALL REQUIRED LANDSCAPING SHALL CONFORM WITH THE CITY OF AUBURN _ -� ,� 711 ,;: '� -- -•-- - .__ �.,._...�-„;,, /�15" FROM ZONING ORDINANCE, SECTION NO. 18.50. '- SS SD' �'! w`'� ,` 714 w / / POND LEGAL DESCRIPTION O / „ / 15. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT ��`" `- - --� � - --:--� ..C`-` ,7t_ Y "" L01 4 OF CITY OF AUBURN SHORT SU80.'VISION N0. SP-5-86R (n WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES WITHOUT / • - � ""`•"\ - _ --' EX SWALE, AS FILED UNDER KING COUNTY RECORDING NO. 8709141001; ADDING NEW SECTIONS. Imo._ '\ REGRADE PER 1-.- 71.4 71 ,"I 11 -`7T SHT C4 16. ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHT-OF-WAY OR PUBLIC I 2JJ7 r T 8" D TOGETHER WITH THE FOLLOWING DESCRIBED PORTION OF LOT 3 W UTILITY EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND 7t 3 c 71 s �; 10 -co y3 LJ \ �C�L�52 S=P /0:5I% C8.,�5 LADDER RUNG OF SAID SHORT SUBDIVISION; CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL NO. STFG-1. n 17, ALL CONNECTION OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE fOB.4 LF 15" 1/ ., CB pa BEGINNING AT THE NORTHWESTERLY CORNER OF SAID LOT 3; o 4C SDR35 PLAN VIEW BY USING A.C. OR GPK MANHOLE ADAPTERS, OR APPROVED EQUAL ' so SD SO I- ISD �. S ^n SO THENCE ALONG THE WESTERLY LINE OF SAID LOT, S 00'35'36" E 1 =0 7t.a 1 51 ( �RID,, _ 4` =2 413.77 FEET TO THE SOUTHWESTERLY CORNER THEREOF; THENCE Z 18. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'-6" FOR SDR 35 73 0 .62x ;, I/ W1--•� • 12 ALONG THE SOUTHERLY LINE OF SAID LOT N 8313'22" E 111.09 FEET; PIPE. I 722 �7 1. ff /= l.: / r c+l �dm „% 19. BEDDING FOR PVC PIPE SHALL BE 5 8" MINUS CRUSHED ROCK, e !' - FRAME AND LADDER THENCE N 00'35'36' W 398.73 FEET TO THE NORTHERLY LINE OF/ CB �9 71•3 � _. �..�_ .._ � ;71.0 Jt G 71 C 1 70.8 OR STEPS OFFSET SEE ROUND SOLID COVERSAID LOT; THENCE ALONG SAID NORTHERLY LINE N 89'12'20" WFOUR INCHES UNDER, TO SIX INCHES MINIMUM OVER PIPE, AS PER -- -- , '- i PLAN SHEET 113.45 FEET TO THE POINT OF BEGINNING. GTY OF AUBURN STANDARD DETAIL GEPT-3. I$ ?W "' MARKED 'DRAIN" INSTALL: MAINTENANCE !i. ' 140 LF 12" LOADING DOCK 71.3 6" SDR 21 PVC RIM)V (3) WITH LOCKING BOLTS 20. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8" MINUS ACCESS GATE PER WSDOT 727 7 ,0 71.8, PVC SDR-35 6° SDR 21 PVC TIGHTIJNE TIGHTUNE FROM 7J.61 (ALSO KNOWN AS LOT A OF CITY OF AUBURN LOT LINE ADJUSTMENT, CRUSHED ROCK, SIX INCHES UNDER, TO SIX INCHES MINIMUM OVER THE / 1 FROM DS TO C8 MIN SLOPE = 0.507, LLA-0024-94, RECORDED UNDER RECORDING NO. 9412151510, STAND. PLANS L-3 (TYPE -3) z S=0 SEE ARCH STRUC DS TO CB, MIN SLOPE=0.50% STANDARD GALVANIZED PIPE, AS PER THE Cltt OF AUBURN STANDARD DETAIL N0. GEPT-2. SEE ARCHITECTURAL PLANS FOR / RECORDED OF KING COUNTY, WASHINGTON. 4G5 LF 15' PVC % 0 STAIRS & RTNG z STEEL LADDER/STEPS 21. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL �,D ✓ DOWNSPOUT LOCATIONS NO. GEPT-1, GEPT-2 AND GEPT-3 FOR CONSTRUCTION PROCEDURE. SDR35 S=O,Bj 54X ,� �' REMOVE Ex SDI WALLS, TYPICAL 22. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A" (EXIST ' "$ PROVIDE REVERSE .DATUM PAVING) BANK RUN GRAVEL PER MODIFIED SPECIFICATION OF THE CITY OF AUBURN. \ CROWN 0 2% ? CITY OF AUBURN BM 27-Y, PC MONUMENT AT 9.2LF 15' PV 9 s 'I NEW BUILDING ADJUSTABLE LIFT ROD W/ THE CIE OF W. MAIN STREET, 100 FEET M/L W Z 23. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF- SDR35 RIDGE ? 7t s __ \ �� '� HANDLE PER KCRS DWG. EAST OF WESTERN STREET. IRON PIPE Q WAY SHALL BE 5/8' MINUS CRUSHED ROCK WHEN CONNECTION IS S=O,V„l.54Z 7a y 55,425 SF NO 2-026 100YR PERPENDICULAR TO THE CITY STREET. t. T ELEV=70.00 MONUMENT CASE. ELEV 66.32 Q J 15" OUTLET FROM - j ' of 750 F.F. 75.00 THE AREA EAST OF THE EAST 8" CAP, RUBBER GASKET EL 68, SJ WSE- CL 24. STREET CURB SHALL BE PAINTED WITH FORMULA WID-Y1 (YELLOW), FIVE BIO-SWALE �i / CB �` - PROPERTY LINE SHALL BE 6 _ 69.12 Z o i AT GRADE DOORS 75.0 n PIPE SUPPORTS 3'XO.90 5' 4 ORIFICE _ FEET FROM EACH SIDE OF DRIVEWAY. WW IE=64.46 a, / GRADED 0 3:1 SLOPE TO tOYR 25YR- (EXISTq CATCH EXISTING GRADE GAGE BOLTED OR IMBEDDED EL 68 .Ob LEGEND PAVING) �! % 729 - ^ ONCE PRELOAD IS REMOVED. 2" IN WALL AT MAX 4',YV/O�FICE WSE= �= [� Z 73.0 ✓YLF 12 PVC SDR-35 13 3' SPACING. MIN ONE 68.14 68.55 DESCRIPTION NEW EXISTING p Q 7 . y- - S' /0.6J% REGRADE SWALE 0 PL TO SUPPORT i 6 - 54 STORM DRAINAGE PLAN NOTES INSTALL: RIP RAP PAD 6' SO X12' DEPTH H, 1 _ EL 67,glZ _ - _ 70 1� _ DRAIN TO PIPE, PROVIDING M 1'0 7.5"✓EL 6 ORIFICE 2YR WSE= STORM SEWER -SD- Q USING 4" MINUS QUARRY SPACES TYP. 1 �4 3� RIP-RAP PAD 6"SQ X 12' 1g" OUTLET TYP LY 1. REFER TO THE GENERAL CONSTRUCTION NOTES FOR GENERAL BOTH ENDS OF SWALE. 74.0 SLOPE ALL PAVING TO 8 g - 6 4 SANITARY SEWER SS _ C� REQUIREMENTS. 70.6 CB'S 0 1% (+) AS NOTED DP OF 4" MINUS QUARRY z TO SWALE 15, _ Q - SPALLS & FILTER FENCE F- 2. STORM LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS AROUND INLET WATER SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT -N;7; PAVING SLOPES 0 2% (-) RIDGE 73.5 11 19" FROM POND CITY OF AUBURN AND ENGINEER APPROVAL, 1 150 LF GRASS A of A 1 t 0 H/C PARKING & ACCESS. FIRE HYDRANT ,R U �1.111111 6° PVC TIGHRINE FROM DS � I 1 3. CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION LINE BIOSWALE �, H(t TO CB, MIN SLOPE=0.50% CONNECTION JOINT PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 5=0.60%, Ill FEET SEE TYPICAL EXISTING L/S , ; „ GE - a 740 AT GRADE DOORS 75.0 NEW POND IE 09 3 CATCH BASIN ■ CI � , , PER SHT. C4 65.36 W 4. ALL MANHOLES AND CATCH BASIN IN PUBLIC RIGHT-OF-WAY OR SECTION C-3 265' N E 65r2' x 15" OUTLET TO BIOSWALE 65,$A i/, :; 8' CIA FROP-T SHEAR .J6 PUBLIC FUTILITYINAL EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE 709 .47 / /ii i AC PAVING AFTER FINAL PAVING IS COMPLETE, IN ACCORDANCE WITH THE 31R Ue / RIDGE; GATE PER KCRS ,f�'LF 15" PVC SDR-35 0 O,AjR4,✓' a CITY OF AUBURN'S STANDARD DETAIL N0. STFG-1. � ��� DETAIL 2-026 RELEASE RATES 16.2 OUTLET CONTROL MH %� C� - 253 TRUCK SHOP iD' IE-6Z29 DESIGN STORM Q CFS 5. ALL STORM DRAIN INLETS SHALL HAVE STENCILED "DUMP NO WASTE SEE 2/C1 FOR DETAILS , 'LF 5 P y;, � F.F. 75.0 REGRADE EXIST. 46 ( ) CONIC. SIDEWALK P• P DRAINS TO STREAM". 70,8 / 10 YR 0.6 ii RIP,. � � �✓r � � EL 63 iv 2 YR 0.65 S,�N OKn r i SWALE PER C4 ' O i T (1YP} o' A 4Yi 4 ORIFICE e� 7y 18 LF 15" PVC SDR-3 ,,, 1 j 75 �i ®® �r �' _ 70 �.� 25 YR 3.35 EXTRUDED CURB 100 YR 3.39 CATCH BASIN SCHEDULE 89X 65.46 T12 LF S XX.XX COMMENTS 15" OUTLET TO CONT M IE=WM SDR 3 : /" �' - 72.5 702 SPOT ELEVATIONS xx xx y�,�7060 CB RIM INVERT CB IE 650.52 IE i v� �, %' /" IE 67,1�( SWALE -- - ISTER S I � - N0. ELEV. ELEV. TYPE / �0 65.4 - / ��� v 2 7d. ��7u(� 28LF 15" PVC SDR35. .27 v 'bNAL E ' (EXIST / 2 TYPE II-54 CONTROL STRUCTURE SHEET INDEX 1 72,�6J5 65.61 TYPE II-48 STND FRAME $ GRATE PAvmIG) t, / 7o.a 158 LF 15" PVC SDR-35' - - E)�IRES 3 8 997 2 72.80 66,Z6',41 TYPE II-48 Q STORM DRAIN DETENTION PONE // -'R3 %83'1S22"E 402.24 5=0.50% I•�xi 707 - ' C1 N.T.S. SHT. 1 TITLE J4 - ~ 4�709 C9 R- 70 6"-PVC-ROM-DOWNSPOUTS- - _ • - SEE NOTES ABOVE C-1 STORM DRAINAGE & S/LtIT.� 3 7y# 613N.11 TYPE I SEE C-3 FOR DETAILS - - - - �� SHOP MIN SLOPE=0.50% - - -- - ___=- - - DATE 7o-i - - GRADING PLAN 4 ,7p',QPI 68,8)d'.11 TYPE I BOTTOM LIVE STORAGE 65.5 667 � TRUCK SHOP 7az 89.86 5 70,8 J0 68,Sp'.70 TYPE I MAX WATER SURFACE 69.00 D 25.,4i _ - - -___-s - - - �75.9 C-2 SANITARY SEWER & AUGUST 1995 6 73,8ff 66. 15 E II-48 SIND FRAME $ CRATE MIN BERM ELEVATION 70.00 - MATCH EXIST GRADES - - - - _72- l- --i 55 - --69- ' 'Lf 15° PVC SDR35 -71- - - - WAIERMAIN PLAN 7 72 •22 66.97 E II-48 STND FRAME It GRATE STORAGE VOLUME - S=OM.62$ 0 PCS TYPICAL - ___ - - - - C-3 SECTIONS, DETAILS DRAWN BY _ _ -73 _ -74- & NOTES 8 64.41 TYPE II-48 SOLID LOCKING LID PROVIDED = 17,865 CF _ _ - " - _ _ _ 72.23 9 72,5,(H-65 64.0.10 TYPE II-48 SOLID LOCKING LID STORAGE VOL. REO'D = 14,780 CIF- -70-- -sus - - - , - - - - - - _- - - - - , 7a5 C-4 EROSION SEDIMENTATION S.S. 1 63�.4J TYPE II-48 SOLID LOCKING LID - - - - - - - - - - - -� 4- - FAO 0003-95 - -7t- - - _72- - - 7t.7 - -- - -_ - BLD0187-95 CONTROL PLAN DESIGN BY 71.23 11 _ - - , _ - --73- - - - - -_- - - - ,B�' 65�'.56 TYPE II-48 7t.2 - _ - _ 7s6 _ _ - -7a- - - AFP 74' N9IE THESE PLANS ARE "APPROVED" FOR 6 J 25 96 AS-BUILT JOB NO. 72.6 EXISTING BOUNDARY AND TOPOGRAPHIC CONFORMANCE WITH THE CITY OF AUBURN REV. DATE BY DESCRIPTION 95-076 10 THE BIOSWALE WAS SIZED FOR THE ENTIRE 10.3 AC. SITE. NOTES STORM DRAINAGE & GRADING PLAN DATA PROVIDED BY OWNER, GROUND ENGINEER;NG DIVISION'S REQUIREMENTS 1 8/7/95 REH PER CITY OF AUBURNS REVIEW COMMENTS 1. SEE ARCHITECTURAL SITE PLAN FOR FURTHER SITE INFORMATION ELEVATIONS PER ESM FIELD SURVEY SHEET NO. AND ALL SITE DIMENSIONING. 8/9/94. 2 8/21/95 REH PER CITY OF AUBURNS REVIEW COMMENTS 02 THE DETENTION POND WAS SIZED FOR THE 3.8 AC. SITE 2. SEE SHT C2 FOR SEWER & WATER IMPROVEMENTS. -40 APPROVED BY: OF PUGET SOUND TiRE ONLY. 3. SEE SHT C3 FOR DETAILS & SECTIONS. 3 8/24/95 REH PER CITY OF AUBURNS REVIEW COMMENTS j 4. SEE SHT C4 FOR EXISTING CONDITIONS & TESC PLAN, DATE APPROVED: 4 9/8/95 REH PER CITY OF AUBURNS REVIEW COMMENTS 5 9/12/95 AFP PER CITY OF AUBURNS REVIEW COMMENTS 9SD 1361 / of S LOCATLD IN THE S.W. 1/4 OF S. TION r,3, TZi N, R4E, W.k4. OE FRAL CO'gTPUC 10 OTES AUM- N, ! IASUINC TON 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS, 2. STANDARD SPECIFICATIONS SHALL BE 19S4 APWA AS MC-'-IED BY THE CiTY OF A' 3URN, INCLUDING AUBuM'S STANDARD DETAILS, SPECIFIC TIONS, AND REQUIREMENTS. 3, A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SP,_CIFICATICNS SHALL BE OBTAINED BY THE CONTRACTOR AND SHALL BE ON -SITE DURING CONSTRUCTION. 4. h PRECONSTRU.'TION MEETING WITH THE CITY OF AUBURN SHALL BE REQUIRED PR;v,R T,;r ANY SITE WORK. THE CONTRACTOR SHALL SCHEDULE AND COORDINATE THIS MEETING. 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE - CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEVER, GAS, POWER, TELEPHONE AND TELEVISION). 6. CURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL 3 ! -Si`E STORM W.A.TER RUNOFF BY USING TEMPORARY OR PERMANENT DRAiNAAGE EROSiOiv I IAlION CONTROL PROCEDURES. 7, LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE HE CO.NTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE EVATONS AND LOCATIONS OF ALL UTILITIES, ON -SITE AND WITHIN 77rIlE PUBLIC RIGHT-OF-WAY. 8. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT AND UNIFORM EDGES 12 INCHES OUT FROM THE EDGE OF EXCAVATION. AUL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 9 THE CONTRACTOR SHALL INSTALL, RELOCATE, OR REPLACE ALL CITY OF AL3URN SIGNAS SHOWN ON THE PLANS OR AS AFFECTED BY u;, ItUCTION, PER THE CITY'S STANDARD DETAIL NO. TRSP-1 10. ? OWER, C: ,3LE AND TELEPHONE LINES SHALL BE- IN A TRENCH WITH A MIN',/, UM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET. 11. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE. DONE UI-:DER THE DIRECTION OF A WASHINGTON LICENSE') LA D SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 1- 2. 'URING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TD THIS POJEC T SHALL Bc KEPT CLEAN OF ALL MATERIA_ DEPOSITS RESULTING FROM ON -SITE CCi'\:STRUCTION, A5 DIRECTED BY THE CITY. 3. CERTIFIED AS -BUILT DrRAW`.'GS OF SITE IMPROVEMENTS ARE REQUIRED ADD SHALL BE PROVIDED BY THE CONTRACTOR PRiOR TO THE DATE OF SUESIAN- ii %OMPLETION AND PRIOR TO PROJECT ACCEPTANCE BY THE C' TY OF AUb!"',ti. TO THE CITY'S "CERTIFIED AS -BUILT REQ' REN N T , 14. ALL ttEQUcRtD LAI` DSCAP, G SHALL CONFORM WITH THE CITY DF AUE 'Rid ZGiv NG ORDINANCE, SECTION NO. 18.50. 15. FOR AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WiT111 BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES W,THOUT ADDING NEW SECTIONS. 16. ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHT -CT -WAY OR P '31-IC UTILITY EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT .'Y'iNG, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL NO. STFG-1. 17. ALL CONNECTION OF SDR 35 PVC PIPE TO MANHOLES SHALT.. BE MA,:- BY USING A.C. OR GPK MANHOLE ADAPTERS, OR APPROVE EQUAL. 18. THE MAXIMLIV. LAYING LENGTHS SHALL NOT EXCF__D 12' 6" F07 -)DR 35 PIKE r 7 C r 19. B i DING LK PVC Pd L , ;A BE 5 u iNUS ;: < ED .,K L / U , FC, R INCHE`- UNDER, TO SIX ;vCH_7S :,41NIMU4, OVER PIPE, 3 PER Ci_ Y OF AU2.;RN STANNDARD DETAI- GEPT-J. 20. 3E5DING FOR CONCRETE ANC DU, -LE IRON PIP`_ SHALL B 3/8" MINUS ChUS IE ; ROC((, SIX INCHES UNDER TO SIX 'VCHES hklN,l.il ' OVER THE PIPE, AS PER THE CIT.' OF AUBURN S_,ANDkD CETAIL NO, EPT-2. i:. RFFE-: TO AUBURN STANDARD "BENCH EXCAVATION AN0 BACKFiLL L'::TA NO. GEPT-1, GEPT-2 AND GEPT-3 FOR CONSTRUCTION PROCEv,.;RE. 22. A. IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A" BANK RUN GRAVE,_, PER MODIFIED SIPECIFICA TION CF _,i-IE CITY OF AUBURN. 23. PIPE TRENCH; BACK,ILL MATERIAL WITHIN THE IMPROVED RIGHT-OF- WAY SHALL BE 5/8" MINUS CRUS-ED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET. 2'' STREET CURB SHALL BE PAI,TED WITH FORMULA WID-Yi (YELLOW), FIVE FL-., FROM EACH SIDE OF DRIVEWAY. 3" COMPACTED DEPTH CLASS B ! A.C. PAVING SLOPE `n I DIN o I - 4 r 1 IIII_ Fill I_- l III 1 I- J- +PACT_ = ue- BA I ii i---i i -ER SOILS REPORT 4" COMPACTED-- 12" PIT RUN PER SOILS DEPTH ATB REPORT (5% MAX FINES) CURB & PAVING SECTION NOT TO SCALE MOTES. 1. PIP_ ; iZES - 7PES PLAN'7 2 OUT- E:' CAF..,,d,•* NOT L_ 'S THAN ;OMBINED INLETS 3. IvIC= TAL PARTS: A) CORROSION RESISTAN-" jR GALVANIZED OR -"•LUMINIZED TYPE II B) 1 GAL`: ' N: ZED S '_L PIPE, HAVE ASPHALT TREATMENT 1 4. FRAML & '_ ADDER OR STEPS OFFSET SO: A) CI_ F.nNOUT GATE IS VIS,G;_- FROM TOP B) CLIMBDO I SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C) FRAME S -LEAR 01 CURB 5. IF METAL OUTLET PIPE CONNFCTS "!O CEME;"T CONCRETE PIPE: OUTLET F? E TO HAVE SMOG,d O.D. EQUAL TO CONCRETE PIPE 1 D LESS 6. MU TI-ORIFI I B0t , MAY BE L - :ATED AS SHOWN OR ALL ON EXIST 8" ONE ,IDE OF r 'ER Ti) S! ` E k •,OER CLEr DANCE. EXIST PAVING, CONFIRM TO Cd 'r OF Al- STD". CONC GUTTER 6" I r:. CO`: CURB, T1301 30S' CON S/W EXIST 8" - DIP SAW_. & REIwOVE S/W, CURB, G, cF F ASPH.A,_. AS ` C ir DlNATi , ' QUADF =.v i JlREC t0 TALL NEW S :r M (MR RANT, ,iAMBLIN, 4 '.-2900) 3t V D'W PER CITY OF AUBURN STDS, FOR TH, :_XTENSiON OF PHONE, I BA, Or ')/w ® 71.8(f) GA`UABLF TV POWER, ETC EXIST SS MH ® I TH j THIS ;'5' EASLAFN i TO RIM 71. 30 I ' I } SL RVE TH! -'ROPER-Y -0 THE 6' IE 62.36 COMMON C i JNNF 1.. E""ST vi_ NEW TIO I d " m I , ,T PR, TO "Tk.1C I o. N. 15 ( 7 - REMOV=L ELBOW EXIST TYPE I CB I I r T Cai o o XISsING F .I TO F' RIM 71. 08 I 82 96 15" Er 6F' IE 61. 78 18"IN IE 62. 30 12"E 30 LF i5" PVC IE 62. 60 12"',N [ J I ! " j .I SDR35 S= 7 {0% r- t5 0 3(1C U , J I Y & _ r r ' RIV^.' ACCES . Lt "EME',=T > EXIST SS MH I s u 4EMOVE n CB ER F 7_ 2 -._ - 2'" RIM 71. 54 T..89' 1 r 370. _61 IF 62. 44 8 n1 , - - - 70 - - _ . 4"0 ACCESS ff IE_ 63. 44 8"E o B 10 " ° C 71- 11QLF 8"D.1CL51 LID IE 62. 5. 8"WTIP I -- - - _ -_ _ -- 3==` _ 2, I 7777i y, '/ d t t 4 t T % 7 GPA;;E PER 4 fir. % V3 ij5 zd % 'u SD J." Ti x i' I' d112 SLOP . GRADES/FILL - 0 WALES. T--. 2 ilr_ I_- 1' 11 I I-, SLOP- JNIFC- tir_, ILY TO POND SWALL SE(TIOI C1 NOT TO SCALE REMOVABLE WATERTIGHT COUPLING ( OPTIONAL) Z. 6" MIN WELDED / GLUE ELBOW WITH ORIFICE DRILLED IN END PLATE ELBOW DETAIL N. T. S. W PLAN VIEW 1 "- 2 I FRAME AND LADDER 1 Vill OR P OF; T .TE 5 ESc. -17 i i1AN , ri S EET INT,_Nik ;,E - _ , 14Ci I „ r L. r C R 71 RIM 72.5 ( f) r t ; ; - i 12 3 _ F .', PVC HTLINE ----i ,DIN . DO _ SDI x-- ACCL SS ') ATEPERW`5DO , 1 - J( SDR- 35 jM c _ C D., 0Mii -. STAN. P,_f NS ' -3 (YPF -3) _ S=u 0% E 5 H / r D r0 , . :. E D.50% EE ARC( ?AL -„ NS FOr, c -- q. ',/(' 15 / ' ATIONS DC•NNSPOU r . AIGnSVia; LS, ; r "AL j . j% n F- H:"; Vlr Ilt 'RSE 10 LF " P', -- CKr i«n; 2r° SDR35 lyiti NEW BUILDING_ r ' ; \ - _ S=0.50% , IF . 7 55,42 Sw ELEV=70.00 R "+ ! ' ' F.F. 75. 00 77 y` THE AREA EAST OF TH: EAST 8 CAP RUBBER CASKET 15 OUTLET F: ,rvl88 ,; / ; 75.0 BIO-SWALE ` Ii ` ' ,..,. ; PRG- ER__" LINE 1 HALL BE „ KMD- IE=64.46 ! > ; ' , AT GRADE DOORS 75.E j FADED 3 ' SLJPE TO PIPE SUPPORTS 3 X0.90 I _ _ csll JI %_ / til` TCH E GRACE GAGE BOLTED OR IMBEDDED 1 TRUCKING F XIST - Ali , % iS , ONCE PRELOAD IS REMOVED. 2" IN 'NALL AT MAX TO WEST LAVING) I a j w 130 LF12' PVC SDR-35 Y' 7'i I I 73-0 j 7 P , h ' 13 SPACING. ,TIN ONE 0 50 STORM D' AHNAGE PLAN NOTES INSTALL: RIP RAF` PA,i 6' SQ X12' DEPTH =.R' R RNAD:^ SrnAL ®L TO : SUPPORT 1.0' USING 4" MINUS 'QUARRY SPALLS TYP 7 ,Q ! D J PIP'). RO iDING , „ .n _ - -- RIP -RA. PAD 6'" Sty X 12" M R \ 15" OUTLET I TYP 1. REFER TO THE GENERAL CONSTRUCTION NOTES FOR GENERAL BOTH ENDS OF SWALE I %" = D SLOPE ALL PAVING TO , j I DP OF 4 AIN1QUARRY + = i TO SWALE i REQUIREMENTS. 70_6 3CB'S ® 1% (+) AS NOTED SPALLS & FILTER FENCE 2. STORM LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS p AROUND INLET I I i % PAVING SLOPES ® 2% RIDCF 13.5 SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT - A >I 7 (-) " I CITY OF AUBURN AND ENGINEER APPROVAL. 150 LF GRASS v //#u t ®H, C PARKING &ACCESS. 6 PVC TIGHTLIN'--FROM DS TOR S iTALL OBTAIN ANY NECESSARY STORE" LINE CONNECTION LINE BIOSWAL= Ia, 1 4 TO E"B, MIN SLO,`-E=0.50% `` I CONNECTION JOINT 3. CONTRA„ I . , H,/ S= i0.60%, W= 5.25 FEET/ --- T G F+c , g I NEW POND - PERMITS FROM THE CITYOFAUBURNPRIORTOCONSTRUCTION. I I 74.0 A _RA_ E D) JRS i".0 n IE 65.42 SEE TYPICAL EXISTING L/S ! , fit ~ 24 ER SHT. ti4 4:. ALL MANHOLES AND CATCH BASIN IN PUBLIC RIGHT -OF -'NAY OR I iNC - I SECTION C-3 - _ 265' , f " / 15 OUTLET TO B!OSWALE 6.36 ,T. , 8 DIA FROP- T SHEAR PUBLIC UT1L'TY EASEMENTSSHALLBEADJUSTEDTOFINAI_ GRADE ; ACCESS GATT 1 / AFTER FINAL PAVING IS COMPLETE, IN ACCORDANCE WITH THE 15 _F 15" PVC SDR-S5 0.40%----- -' ' 1 /. - / RIDGE / , ' .:., t r tR_-- GATE PER KCRS ii 7 C i 6 I DETAIL 2-026 CITY Or OUTLET CONTROLMHX AUBURN'S STANDARD DETAILN0. STFG-1.r _ __! , r<k ' TRUCK SHOP 2..1 1 a o F ° 75.0 + 4" 1 Q DEGRADE EXIST. 5. ALL STORM DRAININLETSSHALLHAVESTENCILEDDUMPNOWASTESEE2C1FORDETAILS - I - _ t , ^ I - - .. DRAINS TO STREAM / to s3 _-- _ #0 50'X R0 AT G, 70.8 C, (ram) I `` _ . ' -- SWALE PER C4 04 0EL 3 ORIFICE CATCH BASINSCHEDUL- . CB NO. RlMi INVERT ELEV. j ELEV. CB TYPE COMMENTS 72. 25 i 65. 61 TYPE II-48 STND FRAME .& GRATE 2 72.80 66. 26 TYPE II-48 f p 3 170.30 66.96 TYPE I i 4 70.00 68. 00 TYPE I 5 170.50 68. 59 TYPE I 6 3.60 66. 22 TYPE II-48 STND FRAME & GRATE 7 72.25 TYPE II- 48 STND FRAME GRATE ii67.01 64.41TYPE11- 48 SOLID LOCKING LID 9 172 50 164. 20 PE 11-48 SOLID LOCKING LID 1 10 170.50 63.65 TYPE II-48 SOLID LOCKING LID 11 71.00 I65. 66 TYPE II-48 THE EIOSWALE WAS SIZED( FOR THE ENTIRE 10.3 AC. SITE. II HE DETENTION POND WAS SIZED FOR THE 3.8 AC. SITE OE PUGET SOUND IRE 16 LF 15" PVC SDR-35- C 0,50% I 15" <%' ' irlw I SN 70.2 15" OUTLET TO CONT Mf I IE .. - - . -TIE 671 IE= 65.50 i/ / %.- _ EX SWALE -- ON RD I I M ' IN ST W,_a.7,..,..,-- - D tt J ,... T 167 VICINTYMAPN TS Sh'E SITE DATA APPED SITE AREA ---------------------------- 3. 8 TARES 8" ZONING ---------------------------- 411 1 PER DETAIL OCCUPANCY ------------------------- B2 CONSTRUCTION ------------------------ 111N- SFiRINKLERED TOTAL EJiLDiNG AREA ------------------- 55, 425 SF OWNER INFORMATION SOUND TIRE OF AUBURN LLC 2141 W. VALLEY HWY N. SHEAR GATE AUBURN, WA 98001--1637 CONTACT: MR. ROBERT RILEY 2.06) 941-6100 PONDROM LEGAL DESCRIPTION LOT 4 OF CITY OF AUBURN SHORT SUBDIVISION NO. SP-5-86R AS FILED UNDER KING COUNTY RECORDING NO. 87091410G1; I TOGETHER WITH THE FOLLOWING DESCRIBED POPTION OF LOT 3 OF SAID SHOR r SUBDIVISION; BEGINNING AT THE NORTHWESTERLY CORNER OF SA1,, LOT 3; THENCE ALONG THE WESTERLY LINT OF SAID LO r, S 00'3536" E 413.77 FEET TO THE SOURIWESTERLY CORNER TH1 '?EG ; THENCE ALONG THE SOUTHERLY LINE OF SAID LOT N 83'1 '" E 111.09 FEET; THENCE N 00'35 36 W 398.73 FEET TO THE N01 _R Y LINE OF MR ND : I_IC COVER SAID LOT; THENCE ALONG SAID NORTHERLY E.1NE N 8912'20" W MA-; ED DRAIN" 113.45 FEET TO THE POINT OF BEGINNING. WITF LOCKING BOLTS ALSO KNOWN AS LOT A OF CITY OF AUBURN LOT LINE ADJUSTMENT, TANDARD GALVANIZED LLA--0024-94, RECORDED UNDER RECORDING NO. 941 151510., STEEL LADDER/STEPS RECORDED OF KING COUNTY, WASHINGTON. DATUM CITY OF AUBURN BM 27- Y, PC MONUMENT AT ADJUSTABLE LIFT ROD W/ THE CL OF W. MAIN STREET, 100 FEET M/L HANDLE PER KCRS DWG. EAST OF WESTERN STREET. IRON PIPE NO 2-026 100YR MONUMENT CASE. ELEV 66.32 EL 68.62 WSE= 47A" m ORIFICE 69. 12 EL 68.22 10YR 25YR LEGEND 3Y4" 0 ORIFICE WSE - WSE= 68.14 DESCRIPTION NEW EXISTING EL 67.62 = 7!A" O ORIFICE F68, 55 2YR WSE= STORM SEWER SD ----- SD 67.54 SANITARY SEWER SS -- WATER ___ W __ W 15" FROM POND FIRE HYDRANT CATCH BASIN IE 65.42 AC PAVING fig, j RELEASE RATES DESIGN STORM Q ( CFS) CONC. SIDEWALK a 2 YR 0.65 10 YR 1.75 25 YR 2.35 EXTRUDED CURB---- 100 YR 3.39 XX. xX SPOT ELEVATIONS vx. xz IE 65.50- 65.5 2 TYPE II- 54" CONTROL STRUCTURE EXIST ! 7};„ - .._,--7 28LF 15PVC SDR35, ; _ , 158 I F 15" PVk SDR-35 - 1n S=0.50% P:AVINr;. i1 \ S-,_:.0% 70.7 - " _ C1 N.T.S. 0 STORM DRAIN DETENTION POND E 4 9.3 N83'13 22 4022 CB _ SEE C-3 FOR DETAILS -- `' Y- =- v` 70 ` CNTR ON F" PVC '=ROM DOWNSPOUTS * -SEE NOTES ABOVE BOTTOM LIVE STORAGE 65.5 o i -`F 'a MIN SLJPE=0. 50% MAX WATER SURFACE 69.00 TRUCK SHOP c".1 MATCH EXIST GRADES _ 75 1; MIN BERM ELEVATION 70.00 - -- 6'' 32 LF 15" PVC SDR35 - 71 ? PL S TYPICAL - - - STORAGE VOLUME S=0.50% - - - ' 1 1 i PROVIDED = 17,865 CF ; 1STORAGEVOL. RF+1'n - 14,780 CF 70 ; - _ ____ , -- - - -- --- --- ` -s 5a J 71-- -72 ---- 71.7 _------ 73 - ` - 75.6 71.E - _ _ 74 _ 74.3NQTT. 72.6 EXISTING BOUNDARY AND TOPOGRAPHIC TA 1J. SEE ARCHITECTURAL SITE PLAN FOR FURTHER SITE INFORMATION STORM DRAINAGE & GRADING PLAN D PROVIDED E ATIONS P R E SM OWNER, GROUND SURVEY D AND ALL SITE DIMENSIONING. j 8/9/94• 2. SEE SHT C2 FOR SEWER & WATER IMPROVEMENTS. 1"=40' L 3. SEE SHT C3 FOR DETAILS & SECTIONS. 4. SEE SHT C4 FOR EXISTING CONf1ITIONS & TESC PLAN. FAC 0003-95 BLD 0187- 95 THESE PLANS ARE "APPRO'Y'` D" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS APPROVED B DATE APPROVED: SHEET INDEX SHT. NO. TITLE C--1 STORM DRAINAGE & GRADING PLAN C-2 SANITARY SEWER & WATERMAIN PLAN C-3 SECTIONS, DETAILS NOTES C-4 EROSION/SEDIMENTATION CONTROL PLAN REV. DATE BY DESCRIP11ON 1 8/7/95 REH PER CITY OF AUBURNS REVIEW COMMENTS P 8/21195 REH PER CITY OF AUBURNS REVIEW COMMENTS 3 8/24/95 REH PER CITY OF AUBURNS REVIEW COMMENTS 4 9/8/95 REH PER CITY OF AUBURNS REVIEW COMMENTS 5 9/12/95 AFP PER CITY OF AUBURNS REVIEW COMMENTS 1" . s1% k 9 V) o o O I CD 00 w ZD N N o CD F- C~.7 5 O Z N 3 CD V) 00 j F- C o W N 11. c n a 4 LA_ j Cd_ m Z D Ed o z i W Z Q Z c -- ? Q c Z Q Q Qf 0 D F i) Pt F. WA.;, y, c a 27060 p s/ ONA L E Ex iRES 3 8 1997 DAIS AUGUST 1995 DRAWN BY S. S. DESIGN BY AFP JOB NO. 95-076 SHEET NO. ci qSD 1341 2.. o< S T t c7 z r-F 5 i SEWER & WATER PLAN NOTES: U 1. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS LOCATED IN THE S/W 1 /4 OF SECTION 13, T21N, R4E, W.M . SHALL BE PER CITY OF AUBURN STANDARD DETAILS. THE CITY WILL INSTALL AUBURN, WAS H I N GTO N NEW SSMH, TYPE 1-48 d THE METERS. THE CITY MAY, AT THE CITY'S OPTION, INSTALL SERVICES FROM EXIST SSMH, STA 3+85 MAIN LINE TO THE METER WHEN THE EXISTING WATER LINE IS IN AN EXISTING STA 0+00 RIM 71.8 CITY STREET; ALL OTHER WORK BY CONTRACTOR. PLUMBING SUBCONTRACTOR EWER IE 64.98 8"W SHALL VERIFY THE ADEQUACY OF THE SUPPLY LINE (SIZE/PRESSURE) PROPOSED AND REPORT ANY CONCERNS TO THE ENGINEER PRIOR TO CONSTRUCTION. E 65.08 8"E . . . ... . . .. ..... ..... ... . ..... ... . . . .. 7 . . .I 2. SPRINKLER LINE, RISER, DOUBLE DETECTOR CHECK VALVE ASSEMBLY, PUMPER CA - - EAST ( CONNECTION AND SUPPLY LINE, AND BUILDING SYSTEM BY OTHERS. A SEPARATE LUND AVE I DETAILED PLAN SHALL BE SUBMITTED TO THE CITY OF AUBURN BY THE SPRINKLER FINISHED GRADE PAVED PARKING AREA - - B CONTRACTOR AND APPROVED PRIOR TO INSTALLATION. THE DESIGN SHALL INCLUDE 72 �It ST 72 THE ITEMS ABOVE AS WELL AS DETAILS FOR RODDING AND BLOCKING. VERIFICATION _._L. _. ...:..:.. ...,:.:.. __... ._._! .. __.._.. .__..... . .. .. . ._.... ....:.. ..:..: . . •p.+ z OF PIPES SHOWN & PIPE SIZES OTHER THAN THOSE SHOWN BY THE SPRINKLER I N ^o I CONTRACTOR. 3. PUMPER PORT SHALL FACE STREET OR FIRE ACCESS, AND BE READILY ACCESSIBLE EXIST GRADE ^ , z0 � TO ANY FIRE VEHICLE FOR FIRE FIGHTING AND PUMPING OPERATION. 70 _ _ : - - _ 70 W �O I f ..� ._ .. ......_. ........ .--.... . _.... . . ._. . ._ _.— .— � M ! 4. FLOOR DRAINS NOT TO BE INSTALLED AT THIS TIME. IF INSTALLED LATER THEY "` """" " ? 00 SHALL BE DIRECTED TO THE SANITARY SEWER NA AN APPROVED OIL/WATER SEPARATOR. I. STA 1+26,.12X72X6 TEE. . STA 1+97, 12X12X8" � - w p CONNECT TO EXIST W/ BX12 INCREASER - I w o i 5. OUTDOOR LIGHTING FIXTURES SHALL BE SHIELDED AND DIRECTED TO AVOID LIGHT FIELD VERIFY LOCATION, DEPTH ANO I. FOR HYDRANT - TEE FOR SPRINKLER _ b� STA 3+90, 12X12X6 TEE �/� w N N SPILLAGE ONTO ADJACENT PROPERTIES AND kAOD GLARE FOR MOTORISTS TRAVELING FITTINGS REQUIRED PRIOR SUPPLY: z - ;FOR HYDRANT _ : I : _`w Z W " ON ADJACENT STREETS. TO CONST. 68 I. STA 1+57 68 w op x ..... ...-.. . . .... .. .... DOMESTIC.. . ._ ...... ........... . . .... .. . ...... . ..... 10• . . W w 6. FLOOR DRAINS & DRAINS FROM OTHER COVERED AREAS SUBJECT TO POLLUTANTS SHALL I TA 4+30, END ¢ " I BE CONNECTED TO THE SANITARY SEWER THROUGH AN APPROVED OIL/WATER SEPARATOR. I SERVICE WATER MAIN, CAP [� N z BLKG & BLOW-OFF EXIST B", 0 NEW 12" DI WM ) : : O ? in STA 0+00 66 - - 66 N I EX8" WATER ...... . . ... ._...... .._....... ... . _..... ....... ...... ... ........ _... .._... ..._. 1n 1n EXIST 8" 1 � STA 0+30 -N BLOW-OFF CONNECTION O EXIST 8" - SHALL BE LOCATED z STA 1+26 BEGIN NEW AT BOTTOM OF WATER > o w N p I 12X12X6 TEE (MJXMJXFL) Of 1MT & GV 8" a Ef' EXISTS MH I I 6?XGCON BLKG U) NEW 8"0 PVC SDR 35 5=0.4% MAIN v v Y .. . STA }+45 .... 64 RIM 71.30 .6d . . . .. .._ ..... .. 355 LF.... ...:_ ...... ..... STA 4+05 END IE 62.36 COMMON p STA 1+57 (t), WATER SERVICE TAP, Ek157 12 6" PVC SIDE SEWER MAIN CAP & MARK W/ STAKE z Z N I INSTALL 11$ WATER SERVICE AND EXIST 8" ff 64.10 S 7RM71.08 J STA 0+30 (t), CONNECT METER ASSY IN L/S ISLAND, EXTEND 62 PVC fI I TO EXIST 8" SS STUBOUT 115" SERVICE TO BLDG. METER STA 3+90 NEW SSMH TYPE I-48 ..... ... . .. ...._ _.__ ....__... .... ........... __..._ _.._._. . . - ._..... . . ................... 3 1.78 18"N 12X12X6 TEE (ALL FL) STA 3+82.30 12"E I CONTRACTOR TO VERIFY LOCATION AND ASSY PER CITY STD. WASM-2 12" GV ((FLXM ) RIM ,7,4',$7L Zf Z IE 62.60 12"W & DEPTH PRIOR TO CONST, BEGIN DEDUCT METER PER L/S PLANS 355 LF 8"0 PVC 6" GV (ELXMJ) W EXIST SS MH NEW 8" EAST, EST IE 63,56 SOR35, S=0.40% 12" ADAAPTOR (FLXMJ) IE 65.0 i,�v LNTH=ll.95 IE 65.08 8" E •� lY STA 0+00 EWE _ N89'12'20"W 370,00' CON BLKG a RIM 71,54 g /�g&17x _ - _ - - - - - - -� n IE 62.44 8"N STA 1+45, 6" STA 1+97, 12X12X8", GV �.5• PROFILE 8 WATER & SEWER MAIN NORTH SIDE OF BUILDING IE 63.44 8"E '� 3S" SIDE EWER RT 25' WETLAN 10' 10• 20 LF 8" PVC SDR35 p I I jJ' & BLKG FOR SPRINKLER SCALE: 1"=40' HORIZ IE 62,54 8"W 7SL.� IE 6410 11 BUFFER PO" S=0.40% 1"-2' VERT �r -p, • NrS' STA 4+05, CAP & STAKE, SS SS IE 65.16 II �._ W % rT�i�'.F" 12" � � � � STA 4+30 � -793 LF 12" DI WM CL 52 , WM CIE 52 _._ �""'�-� END 12" WM AT EAST PROP LINE W I EX 80+0 TEE, R GV, :EX 8" r �--� 0 T ` W/ 12" MJ PLUG & BLKG, . ..... . ..... .... ...._._ - - _...... .. .. ....... ...... .... ........ (-D STA 0+00 WATER 10 LF 6" - D 25' PUBLIC UTILITY I ...... . .. .. . ... ...... .......... . . .. ...._ - rCL 51 - AND PRIVATE ACCESS INSTALL 2" TEMP BLOWOFF ASSY - - _ - - = o ' SD IE SD IE EASEMENT ; 40 LF 12" CIE 52 DI WM 6735 6 ,40 8 SPRINKLER SUPPLY 15' WEST - - 1 _ _ II-- __ EAST 7j , - - -- - --- -=-_ = 60 LF 6" CL 52 DI NM - 72 - -- ' . . -� PROPOED'.GRADE - 72 STA 0+46 t �' I CONNECT TO EXIST 8" WATER � Y STUB W/ 8"-11144' ELBOW, 8X12 INCREASER MEGA LUG -,�. i SHACKLES. CONTRACTOR TO -i; 0.5' i,, i ; i EXIST GRADE 1 FIELD VERIFY LOCATION, DEPTH ' - 67' VERIFY RISER & DDCV PER PLAN 70 I = _ 70 AND FITTINGS REQUIRED FOR T %,,.; STA 3+9Q 60' RT (t) _ _ I — _ _ ..._— - ._ ._.,.__. — CONNECTION, COORDINATE 'j' W/ ARCH NOTES ABOVE �% INSTALL 5V4" MVO FIRE HYDRANT ASSY f _ / _ --__ .... .....-... -.-. PER CITY OF DETAIL TIE-IN WITH CITY OF AUBURN 100 LF 6" PVC SDR35 CENTER HYD AUBURN SAPS RAND 3ABEHIND FRONT WATER DEPT '/ SIDE EWER TO BUD BLDG STA 1+31. v v - STA: 2+11 8"X6"X8" INSThLL C.O. 5' FROM BLDG CURB, VERIFY LOCATION PER ARCHITECT SIZE PLAN, I -NEW i-a" 0, V. CENTER HYD IN 15' UTILITY ESMT. 8 9P BEND TEE TO F H 68 Ili"O WATER SERVICE 68 - EMERGENCY OVERFLOW .............................. .....:.STA 4+55; 8'X8'X6" .. .. ... . I / (ARCH TO VERIFY ADEQUACY) /2M �PUE - : . TEE TO F.H. W Z INSTALL 5Yi MVO FIRE HYDRANT ASSY PER CITY OF AUBURN STND DETAIL J WAFH-1, CENTER HYD IN LANDSCAPE NEW 8" DI WM - W I in ISLAND 3' BEHIND CURB, VERIFY :_.. - :. ........_ _... ....... .......... _.: ............. ....... 6�-- N LY �2 LOCATION PER ARCHITECT SITE PLAN. ^ "" """' "" - • \ BLOW-OFF CONNECTION ._ n ® SHALL BE LOCATED L.AL stla 15 STORM IE-65 4 AT BOTTOM OF WATER O 1- 31 NEW BUILDING I STA 4+97 END MAIN. WM AT EAST PL +10' ;-" 64 CONTRACTOR M DRAINAGE PIPE 64 — � 55,425 S.F. T� S STA 0+00 .. ... ... .. . ..... .. ..A�.P .. ARANCE' ......_:. ..... . ......... _.__.._ ............. : - ........ ..W/ M .PWG C in F.F. 75.00 , Q 'no % CONNECT TO EXISTING 8" W/ ASSEMBLY 8X8X8 TAPPING TEE AND GV, ® A � / ' 2" NECTION I I ; 131 LF 8" DI FIELD VERIFY LOCATION, DEPTH WM CL52 I AND FITTINGS PRIOR TO CONSTRUCTION. SHALL EST OBTAIN APPROVAL FROM KMD TRUCKING I I OF WATER MAID\ PRIOR TO COMMENCING WORK ON STA. 1+31 «- i - - 1-8" X 90' BEND MJXMJ INSTALL 5Vi MVO FIRE HYDRANT ASSY PER ADJACENT PROPERTY. REMOVE & REPAIR / � ( ) IN-KIND. i' /. CONS. THRUST BLOCKING 265• CITY OF AUBURN STD DETAIL WAFH-1, CENTER HYD IN LANDSCAPE ISLAND 3' BEHIND FRONT cuae, PROFILE 8" WATER MAIN SOUTH SIDE OF BUILDING VERIFY LOCATION PER ARCHITECT SITE PLAN, �W 80 LF 8 CI WM�: SCALE: 1"=40' HORIZ .. ® � � I CENTER HYD IN 15' UTILITY ESMT. 1"=2' VERT N E P CL52 DEFLECT TRUCK SHOPvW Of v AS READ MAX F.F. 75.0 I PER LEN$T}T � / STA 4+97 D. X���� 75 EXTEND 6" WM To PROPERTY LINE +10', UTILITY CONFLICT NOTE: STA 0+00, CONNECT TO EXIST 8' WATER SS INSTALL 8" MJ PLUG & 2" TEMP BLOWOFF, MAIN W 8X8X8 TAPPING TEE .. �� , , GONG BLKG. "1FaS PUN HAS BEEN AS-BUILT BY TC.A., INC. AND THE CAUTION" (FULL ADDLE & CONIC BLKG) I " _ _ - - lNf 0 BE5T Of NOWL AND VALVE, CONTRACTOR TO '.'% ' .%%ti i/ _-- _ --- — RE�LI�SIWG EID L'UJDIIMNS AS OF NS DAM' THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH Ll%RA LY FIELD VERIFY LOCATION, DEPTH AND -- - - __� - 10' 3'/?5�96" OF ALL EXISTING UTILITIES WHETHER SHOWN ON THEE PLANS OR NOT BY POTHOUNG THE UTILITIES IFIITINCS REQUIRED FOR CONNECTION, %' _ _-- �*�- f'� AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. E16NRES 3 997 COORDINATE TIE-1N WTH CITY OF AUBURN - 12 STA 4+55 "- THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF WATER DEPT, ESTIMATED COVER 42". _ -" 4� 8X8X6 TEE (ALL FL) 42 LF 8" DI WM CL 52 THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY l _ N83'13'22 E 244 LF 8" DI WM CIE 52 6 GV FLXMJ WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THEE PLANS DATE TF-- 8" GV �FLXMJ; ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. AUGUST 1995 8" ADAPTOR (FLXMJ) IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO ! STA 2+11 15' WATER EASEMENT CONIC BLKG RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. DRAWN BY I 8X6X8 TEE (ALL FL) TO THE CITY OF AUBURN S.S. R 6" GV FLXMJ INSTALL 5144" MVO FIRE HYDRANT ASSY FAC 0003-95 DESIGN BY CONIC BLOCKING PER CITY OF AUBURN STND DETAIL WAFH-1, BUD 0187-95 AFP LOCATE HYDRANT 3' BEHIND CURB, I VERIFY LOCATION PER ARCHITECT SITE PLAN, 10 SEE SHEET CI FOR FINISH GRADES & STORM. THESE PLANS ARE "APPROVED" FOR JOB N0. CENTER HYD IN 15' UTILITY ESMT. .. 2. SEE SHEET C3 FOR NOTES. CONFORMANCE WITH THE CITY OF AUBURN S 31596 As-eur4.r 95-076 ENGINEERING DIVISION'S REQUIREMENTS REV. DATE BY DESCRIPTION SHEET NO. SANITARY SEWER & WATER PLAN APPROVED BY: ��3.,,,.,.�, �.� 8/7/95 REH PER CITY OF AUBURNS REVIEW COMMENTS 2 8/21/95 REH PER CITY OF AUBURNS REVIEW COMMENTS C 2 DATE APPROVED: 113,195- 3 8/24/95 REH PER CITY OF AUBURNS REVIEW COMMENTS 4 9/8/95 REH PER CITY OF AUBURNS REVIEW COMMENTS 95-a T3&) of S RIP-RAPN 4" BIOSWALE SEED MIX RACK QUARRRRY SP,4LU � • 10' MIN. DEf TH (MODIFIED BRIARGREEN,INC. HYDROSEEDING GUIDE ''WETLANDS SEED MIX) d I 690' TOP VARIES 7G.0 MIN. 7.WEIGHT Z PL'RTY 2 GERMINATION WELDED4WRE FILTER FABRIC- NEWLY GRADED OR 3- TALL OR MEADOW FESCUE 68 98 g0 FABRIC OR EQ. DISTURBED SIDE SLOPE P MATERIAL MIRAFI STAPLES OR WIRE '4 r4 140: RINGS (TYPICAL) FILTER FABRIC FILTER FABRIC !y 4 ; r FESTUCA ARUNDINACEA ' OR EQUAL / o ^ • / MATERIAL ITT_ OR FESTUCA ELATIOR CA uF:�M1 Alt III r(- ' X e --�, III SEASIDE/CREEPING BENTGRASS 10 98 85 D- PERIMETER SEDIMENT AGROSTIS PALUSTRIS MEADOW FoxialL 10 90 eo SUMP 2"z4' ALEPOCURUS PRATENSIS II II q D.F. ALSIKE CLOVER 6 98 90 TRIFODUM HYBRIDUM I I I I • CamC .. L=8' REOTOP 6 92 85 p r` ARGROSTIS ALGA r o- V- ^' - ro • ' � N O THIS MIX IS RECOMMENDED FOR BIOSWALES AND OTHER INTERMITTENTLY u �I (I C-) I WET AREAS. SOD SHALL GENERALLY NOT BE USED FOR BIOSWALES BECAUSE - " THE SEED MIX IS INAPPROPRIATE FOR THIS APPLICATIONS. SOD CAN BE 2"x4" DOUGLAS FIR #1 BURY BOTTOM OF FILTER FABRIC ISOMETRIC NOTES: z w w i EMERGENCY OVERFLOW SPILLWAY USED FOR LINING DITCHES TO PREVENT EROSION, BUT WILL PROVIDE (OR EQ.) ® 4'-0- O.C. MATERIAL IN 8" x B" TRENCH FILLED 1. DO NOT PLACE FABRIC GNILM GRAi,E w ~" LITTLE WATER QUALITY BENEFIT DURING THE WET SEASON. WITH N i0 1% WASHED GRAVEL 2. APPLIES W SUP:GRADE VfORK, L'i -� C3 N.T.S. PERFORM ALL CULTURAL OPERATION ACROSS OR AT RIGHT ANGLE. TO THE (Ali. STEEL FENCE POST) / y�� Z i SLOPES (CONTOURED). THE SEEDBED SHOULD BE FIRM WITH FAIR-'( FINE FORONC CRUSHED RACK PLACEMENT / FABRIC �GFJ i ( ) ELEVATION TYPICAL CROSS SECTION 3' APART (MAX.) FOR FlNAt PAVING WRAP CRATE W/ FABRIC I? w CD x FERTILZATION SURFACE 2 ROUGHEmS PERNSUPPLIERS RECOMMENDATION. DEVELOPMENTS _ ADJUSTMENT AND MAKAND REMOVE ABOVE ING WATER TGMiT. ¢ L` 2"x2"x4' (MIN.) WOODEN N z ADJACENT TO WATER BODIES MUST USE NON-PHOSPHOROUS FERTILIZER. 2 FILTER FENCE DETAIL STAKES, DRIVEN INTO � � � "HYDROSEEDING" APPLICATION WITH APPROVED SEED-MULCH-FERTILIZER p3 NOT TO SCALE GROUND 18" (MIN.) U c9 N 6' CHAINLINK FENCE PER ARCHITECTURAL PLANS MIXTURES MAY ALSO BE USED. IN DEPTH - O Z in SEEDING - APPLY APPROPRIATE MIXTURE TO THE PREPARED SEEDBEC AT A x (VARIES) RATE OF 120 LBS./ACRE. COVER THE SEED WITH TOPSOIL OR MULCH NO YY4" MINUS WASHED w r Q 30' VARIES BIrSWALE AREA ROCK OVER i_ N 3LO DEEPER THAN 1/2 INCH. FILTER FABRIC I OPE = 2:1 i! f CO WEST PROPERTY LINE CONC. VERT. CURB PER DETAIL 44/C3 J ! MATCH EX. 12' MIN �+ ROCKERY OR 71.0 (f) I PER CITY OWNER AUBURN S 1�-LANDSCAPE - I ROCKERY NOTE ... .... . . .... . . ............. . . ........ . .......... (DEPRESSED SLIDING OR SWINOAN E RAMP) If- i1 a (CATCHA �1 i_il ii11�= ROCKERY PER CITY OF AUBURN STND. DETAIL GERW-I, OR KEYSTONE WALL SST _ GATE ® MAINTENANCE RAMP SEDIMENT SUMP �/ I ` SEED SWALE BTM PER _ 1 / BIOSWALE _D MIX. _, INSTALLED PER MANUFACTURERS SPECIFICATIONS OR DESIGN EY OTHER, _ R 6` CHAIN UNK FENCE 72 6" DEEP x I S • MAX. COI =YANbL APPROVED BY THE CITY AUBURN'S PUBLIC WORKS DEPT. AND DESIGN STAMPED { 'ER ARCHIT� TURAL PLANS - /� 12" WIDE BURIED FILTER q < - I' k SIGNED BY UCENCED WASH. PRCFESSONAL ENGINEER. : - : - PARKING LOT FABRIC (4 MEy) a DEPTH F( 100 YR - ;� STORM=0.,,3 DEPTH Z2 5 AT' SECTION A-A 3 I . . . 12" MIN. WIDTH Y4" 0 KEYSTONE WALI OR _ : : I GRAVEL BACKFlLL FOR WALLS APPROVED ECiAL , III - MIN ROCK DIMENSION 1.5' CONIC. CURB PER MANUFACTURES MAINTENANCE ACCESS RAMP\ : 3 C.B. FILTER FENCE DETAIL m i 'I SPECIFICATIONS AND - 0 6:1 MAX SLOPE "•. NOT TO SCALE I 2' 3' 1.5' S.25 1.5' 3' SIGNED BY WASHINGTON PER PLAN H- I NOTE: BIO.,WALE CRASS HEIGHT TO R T y -1 � 1h" CHAMPS 70 ..... STATE LICSENCED- - WHICH IS 2" ABOVE THE ON �o ` 4" TOP SOIL OVER EROSION CONTROL A.C. PAVING _ PROFESSIONAL ENGINEER MAX WATER 0 BE MAINTAINED 0 8" DEPTH BLANKET (JUTE NETTING OR APPROVED SLOPE • - AND APPROVED BY THE SURFACE 69.00 =: 1 EQUAL). IMPERVIOUS PLASTIC UNDER -- f l TG TO - ' CITY OF AUBURN % - Z 100 YR-24 HR STORM EVENT. • - - - EROSION CONTROL BLANKET PER CITY • III_ � _ � , �� ZD STANDARD. - -- - " ^ .88_ WALL .. ..:.. .. . _ ._ :.,r+ ' . . . . . O SFCTION A-A 310-SWALE o o . ... .................. 1 ..... . ... . NTs o , 11 o a °" o ;' SANITARY SEWER CONSTRUCTION NOTES F- + I-11_ NOTESGENERAL � III-i. =i - (� I- - J BOTTOM - 1. REFER TO 2. SEWER LINES SEHALL B LAID TO AL THEGRADES�AND ELEVATIONS SHOWN � U 6" '86 , ..... ..... ' -- " --- ": STORAGI 65 I, "' ""' """". ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL o I CRUSHED ROCK li - III 3. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF o COMPACTED SUB-BASE T , .;� �__ III SEASONAL HIGH THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 x 4, FOUR FEET (4') GROUND WATER LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (S). THE LOWER I BIO-SWALE CAST-IN-PLACE CURB : . - _- ELEV=64.50 END SHALL HAVE A 2 x 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF w 64.._... .... . .. .. _.. ......' _.. . .. ._ ..... .. .... .... . . _ _ ... :- ..... .,:. ... :... - THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW ; . AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK i - - - PAINT ON THE 2 x 4. 4. LOCATION OF SEWERS SHALL ONLY4 CONCIRL E VERTICAL CURB DETAIL - - - : CONSTRUCTION UPSONEAUTHORZATION OF CITY.ECONTRACTORSSHALLLIRED NOTIFY RING j CHANGED A 8' A !6 C3 NOT TO SCALE :. - : - ENGINEER WHEN EXACT LOCATIONS ARE DETERMINED. J LF 15" PVC 35 TO p B�IOSWALE ,2 - - 5. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY SIDE SEWER CONNECTION f 3 I 555=0�!15 IE 65.b6 T SW _. _ ... .. . ..... ........ . . ... ._ .... _.... ......... . ..... ...... . .. ..W._. .. .. ... .. PERMITS AND FEES FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. (RIP RAP PAD 6' SQ X 12" DP .4/ 6. UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEWER MAIN NTH ! 3/ MINUS QUARRY SPALLS SECTION B-B DETENTION POND NEW TEES SHALL BE DONE BY THE CITY OF AUBURN. THE CONTRACTOR SHALL BE (.n TYP. BOTH ENDS OF BIOSWALE) SCALE: 1"=20' HORZ RESPONSIBLE FOR PIPE INSTALLATION, TRENCH EXCAVATION, BACK FILL AND PAVEMENT J 1"=2' VERT. RESTORATION. Q V� 7. ALL MANHOLES IN PUBLIC RIGHT-OF-WAY OR PUBLIC UTILITY EASEMENTS SHALL 74 LAJ INSTALL: MAINTENANCE ACCESS GATE, BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE, IN ACCORDANCE LU-T WITH CITY OF AUBURN'S STANDARD DETAIL NO. SFTG-I. PER WSOOT TND. PLANS 'L(-3 (TYPE 3) 74..... ......... . ._...... ..._ ... ._ ........ ........ . ._.. .. .. .. . CD 4 OVERFLOW SPILLWAY ® 69.0, I SDR 35 5=0, .89y (./) s' WIDE 10" DEPTH CB n WATER LINE CONSTRUCTION NOTES Z OF 4" MINUS QUARRY SPALLS, C `g TYPE IL-48 - OUTLET CONTROL M - - O Z REST OF POND PERIMETER W W- _ E & -- SOLID 0 - G W/ STD AME k GR TE 1. REFER TO THE GENERAL CONSTRUCTION NOTES FOR GENERAL - ® 70.0 (MINIMUM), SEE DETAIL 1/C �� `� RIM �� 73 6X - BERM. 0 2:1 MAX. 73- --T 25.3 72.:., .---I€- 65 - _ REQUIREMENTS. �' c _ 71 LF C 3OR35 OUTLET TO DETENTION POND - - '-"" " DL� � - 2 WATER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS U OUTLET CONTROL MH TW=705 7p��. \ 65r� 56 - 6' HIGM CHAINLINK FFhCE SHOWN ON THE DRAWINGS, AND SHALL NOT BE CHANGED WITHOUT L J CONSTRUCT PER DETAIL SHEET 2/C1 _ -69� q RIP RAP 6' SO X 12" DP CITY APPROVAL. BW-69.0 6 \... W/ 4" MINU QUARRY SPALLS i 1 I GRADE 0 66 7 \ 6' HIGH CHAIN LINK FENCE EMERGENCY OVERFLOW INCHES (42)C WATER MAINS SHALL HAVE A MINIMUM COVER OF 42 72.6 AROUND POND AND BIOSWALE 70 EL 0 69.00 r - 4. WATER SERVICES SHALL BE PER CITY OF AUBURN STANDARD DETAILS. i P 71.0 (t) PER ARCHITECTURAL1. '"""" j TW=70.5 sSy J MAX WATER-� LOCATIIXJ OF WATER SERVICES SHALL ONLY BE CHANGED AS REQUIRED LDURING I! BW=65.5 KEYSTONE WALL OR APPROVED 1 ! '� ' SURFACE 69.00 - I : �U R - CONSTRUCTION, UPON AUTHORIZATION OF THE CITY. THE CONTRACTOR SHALL w e e EQUAL PER MANUFACTURES I : i _ - �� NOTIFY THE ENGINEER WHEN EXACT LOCATIONS ARE DETERMINED. ji 15" CUTLET FROM POND IE 65.5�2 SPECIFICATIONS. DESIGN SHALL B :3 : : . : . ��'" YSTONE RETAINING 5. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY WATER SERVICE RIP RAP PAD 6' SQ X 12" DP BE SIGNED BY WASHINGTON STATE 2S9 - WALL CONNECTION PERMITS AND FEES FROM THE CITY OF AUBURN, PRIOR TO CONSTRUCTION. W/ 4" MINUS QUARRY SPALLS LICSENCED PROFESSIONAL ENGINEER AND IE=65. F 15" PVC SDR35 OUTLET TO DETENTION POND :.fi.E. - - - - IL -- -: - .... ... ............- - .. . I -- 5. ALL VALVE BOXES IN PUBLIC RIGHT-OF-WAY OR PUBLIC UTILITY EASEMENTS SUBMITTED TO POE ENGINEERING - IE 65.50 - < - - SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE N F. p (TYP-) k THE CITY OF AUBURN FOR APPROVAL. "46 P AP PAD 6' SO X 12" DP - WITH THE CITY OF AUBURN'S STANDARD DETAIL NO. STFG-I. ��OF WASy�e { APPROVAL SHALL BE OBTAINED PRIOR - ,qp .LP W 4" MINUS QUARRY SPALLS : "' " 7. BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION b •Y k 3 TO WORK COMMENCING. / - 40 SYSTEMS ARE TO BE INSTALLED PER THE CITY OF AUBURN'S DETAILS. 65 TM LINE FROM PROPERTY - - -70_` CB E11 15 - LfV STORAGE LINE TO FACE.. WALL B. HYDROSTATIC LIRE ON THE NEW PIPE NE SHALL BE MADE N ACCORDANCE � � TYPE II 48 ..66-- ................... � Tp.. . r � . -- -. .................. ............ .....� � - �-��- � ������.. . . WITH THE "PROCEDURE FOR WATER-PRESSURE TESTING WATER LINES" AND THE LATEST c i =� - W/ STD FRAME BIOSVVALE - - . : : . PROVISIONS OF ANNA C 600, EXCEPT AS MODIFIED HEREIN. ALL EQUIPMENT NECESSARY "PfC7060 O� i TOP OF POND AREA 70.0 (3=) / BOT OF POND i�; P %�' GRA _ -- W �" J` _ _ _ - - : SEASONAL HIGH TO MAKE THE TEST SHALL BE FURNISHED BY THE CONTRACTOR, AND THE CONTRACTOR SHALL HSTE ' EL = 65.5 � !© - OUTLET TO BIOSWALE 65 15" SD OUTLET GROUND WATER CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE CITY ENGINEER. PRESSURE TESTS / - - - w �a�. - INSTALL: ACCESS CAI- PER _ _ SEE SECTION A;-A .4/ : FROM . ELEV. 64.50' SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, 10' I / �iT' 'sa _ 71 Q WS��LS1N0-PL-M•!t 3(TYPE 3) S 0$DX- e9/ � INCLUDING ALL CONNECTION TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. EXPIRES 3 997 ...... . . . ..LJ. .. . ... ... . .. ...... ....... . . ... ... . _................ 9. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION g/�Lj I2 TW=70.5 U BW=65.5 TO Thr EXISTING WATER LINES AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS - - - - �( MAINTENANCE ACCESS RAMP, 15' WIDE, B"YV _ OF ANNALOC 1601. DATENG AUGUST 1995 402.24 -7 SLOPE ® 6:1, SURFACE W/ 6" DEPTH OF 10.STANDARD DETAILS. VERTICAL AND HORIZONTAL BENDS SHALL BE PER CITY OF AUBURN N83'13'22"E " MINUS CRUSHED ROCK . :....:..: ..:_:..... ..... .. DRAWN BY . BW=68.0 -62 - � t8° FlCCE` -69 EX. VERY BROAD BW SCALE: 1 =20 HORZ. BUD 0187-95 AFP 65.5 / / ' ' SECTION C-C DETENTION POND FAC 0003-95 DESIGN BY OF WALL (TYP.) SWALE 1"=2' VERT. INSTALL BERM BEHIND RETAINING WALL TO PREVENT DRAINAGE �' THESE PLANS ARE "APPROVED" FOR JOB N0. -FRQM_ENTERING INTO PROPOSED POND FROM THE OFFSITE AREA _ , - CONFORMANCE WITH THE CITY OF AUBURN 95-076 - - - - - OF STATT:"Y-ia-RAN_-- -- -- - -_ ENGINEERING DIVISION'S REQUIREMENTS REV. DATE BY DESCRIPTION SHEET N0. DETENTION POND BLOW UP I 1"-20 APPROVED 3Y: i 8/7/95 REH PER CITY OF AUBURNS RENEW COMMENTS �ti, _� S { 2 8/21/95 REH PER CITY OF AUBURNS REVIEW COMMENTS C Z DATE APPROVED: 9�/i IST S- 3 8/24/95 REH PER CITY OF AUBURNS REVIEW COMMENTS 9 3 LS 96 5- U/LT 95 D l3lc I ¢ L 5 80 TOP OF SURCHARGE 80.00 __ 80 80 TOP OF SURCHARGE 80.00 80 .... ....... ..._............ ._........ . . . . . ----- . .... .. . ._ . ...._ .. ....... ............ .. ..... .. ... ... F'rf-fT -TTi.'11TTfr -- iOgl , T`,I�R,f-�� .. .. �nTt,�-Il_ : .�� ii• � ..._.. ..; .... . � •\ �! III �IiI F1 78 SOUTH EAo Ph„TnTY I : I : PROPERTY LIN° I ! j _._.. _.._ 1 .._. .__..:LINE 7.. 76 76 76 .. .. . ... .. ...:. . , ....... ....... .... ... .... ..._ . . ... ' I . FUTURE PAVEMENT lI FUTURE FINISHED FLOOR 75: - IL I : FUTURE FINSH FLOOR 75.00 ! 1- • F GRADE .. . . .. I A I II � NORTH PROPERT! LINE 74 Z9 ]4 f L DOCK: � : 0: .. WEST POPERTY L h LIN fI MATCH EXIST. _ I I 2 W \2 a',/ 2:1 GRADE TO EXISTING GRADE I, GRADES 0 IL . . . . ... ......... ..... . . _. _.. . ..._ _.. _. .... , • �•!.[J M 25' WETLAND AEM I.AES0 RFUTURE P MATCH EXIST Zj v00 W 72 BUFFER 21 SLOPE TO EXISTING GRADE I N N........ ........ .... . . ... . . . .. ..... .3 FILTER FABRIC I? wCDNx ALONG PROP. LINE 1 i 00 " . . _..._. ._. . . " . _._.p... . . .... ..... . . o FUTURE PAVEMENT GRADE �:_rGRADING NOTES r 10 70 70.__ . . . . . ....... . . . . .. . . . .. .. . . ... ... ...... . v70 M> Lo KEYSTONE WALL OR 1. THE CONTRACTOR SHALL GRADE 111E SITE TO THE GRADE' SHOO 'ER -�i,-- r_, N o: (i APPROVEDI II THE DRAWINGS AND SPECIFICATIONS (INCLUDING SOILS REPORTI. I : - - 1•�1 N coil 3 0 EQUAL THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE REQUIREMENTS - �S _ OF THESE DOCUMENTS REGARDING ALL PAVING SECTIONS CONSTRUCTION r= 68:.:...... !......._ ` .... :..... _I .......:. . .... ........................................ . _. .......... AND OTHER RELATED REQUIREMENTS ..... ..... ...__...... .;. ....... .......68._ 68 _.. _.. _.._ .. _...__.... __...:..... ...._:... _ _.. .._....... . . .-.......... .. . ._... ....... _... _.._:. ..... .. ! 68.. O S O w N .,-7 2. THE CONTRACTOR SHALL.SC9MIT A HAUL ROUTE PLAN TO THE CITY OF v Y AUzuRN FOR R__VIEW AND APPROVAL PRIOR TO PROCEEDING WITH ON SITE SECTION B-B GENERAL CONSTRUCTION NOTES 66 BIOSWALE AREA :_. L..... .._ _.. ..._...._ _. __.:. ... ....:. . .. .'...,:.:. ..SITE WORK. SCALE: .......!. ......:. . ... .. . 66 Sf,ALE: 1 =2 VERT. o " � FOR DATUM REQUIREMENTS FOR EXPOSED SOIL STABILIZATION GRADING, DRAINAGE AND EROSION CONTROL CITY OF AUBURN BM 27-Y PC MONUMENT AT 1. WITHIN THE CITY OF AUBURN, ALL REOUIRED DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE 3 THE. CD OF V MAIN STREET. RO FEET MA DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCBEDULE, AS REQUIRED BY THE z EAST OF WESTERN STREE'i. IRON PIPE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR MONUMENT CASE ELEV.=66.32 . .... ......... .. ......:... .. .... 64 BUILDING OFFICIAL. - T IMPACT THE ADJACENT OTHER CONSTRUCTION ACTIVITIES, 70 INSURE THAT SEDIMENT LADEN cXIST SS MH .... .. . _.._.... :..:... .. .._... ._ . ... ... ........ . . . .. .... . .... . . .. _. WATER AND STORM DRAINAGE RUN-OFF DOES NO 0 m i. FROM AAIN 1 TO KEDOCTOBER 31 ALL DENUDED AREAS AT FlNAI. GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED PROPERTIES OR THE NATURAL DRAINAGE WAYS, TO REMAIN UNNgRKED FOR MORE THAN 30 DA 5 SHALL BE STABILIZED WITHIN 10 DAYS. � SITE SECTION A-A 2. THE DETENTION, SEDIMENTATION AND EROSION CONTROL I� o2.3b CO,��MON i I SCALE: 1"=40' HORZ. 2, FRi4, NOVEMBER 1 TO MARCH 31 ALL EXPOSED CJILS Af FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING FACILITIES DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM 1"=2' VERT. REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL L"'ST TYPE !I CB 7°s 67z B PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT Z TiM I EX CB TYPE-II ARE SCHEDULE° TO :'EMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5000 DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS 61.78 1S"N 70.ry� 71 a RIM=71.08 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION O .i 62.30 '2"L I' I IE=62.44, (18"0 N) MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL If ':E 62.60 f[W SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. (./) III IE=62.30, 12"0 Ej EXISTING FILTER STABILIZATIONtHAL, CONSIST OF MULCHING OR HYI)ROSEEDING IF SHOWN ON THE PLANS. MULCHING SHALL BE HAY OR STRAW FXST SS MH IE=62.60, �12"0 W) FABRIC FENCE APPLIED AT A RATE OF 100 BALES PER ACRE APPROX. 2' THICKNESS APPLY MIXTURE BELOW TO PREPARED SEEDBED 3. THE DETENTION CONTROL POND SHALL REMAIN IN PLACE n D9 68.0 _ _ 672 TO REMAIN _ AT A RAZE OF 120 L3!ACRE ( ) UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. ~ IE 62.a4 B'N _ 67.1 N 8912'20" W 370_00' 66.7 67.0 L3J i IE 63.44 8"E -- -- 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL U' N a 0 B� ngNC 705 '01 7p.0 69.7 URBAN APPLICAl1ON PROPORTIONS BY HEIGHT PERCENT PURITY PERCENT GERM PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE o Ic 62.54 8"W EXISTING CONSTRUCTION ��-� ACCESS TO REMAIN _ ____ _ KENTUCKY BLUEGRASS 30% 85 gp CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM W o -- --- -- - -- ---- - - - THE CITY -- - - (ADELPHI BARON ORGFYLKING) 5. ON PROJECTS WITH GRADING PERMITS ONLY, AND FOR WHICH NO o TW '$°' m 'a ,w SUBSEOUENT BUILDING PERMIT HAS BEEN ISSUED, AN AS-BUILT `n� EX. GO I r CREEPING RED rESCCF (PENNLAWN) 407 98 90 DRAWING WILL BE REQUIRED UPON COMPLETION OF GRADING ACTIVITIES. N RIM=70.5 6. THE CONTRACTOR SHALL BE REQUIRED TO WATER THE SITE, AS NECESSARY, ! O u' - IE=62.55 (8' COMMON) NEW STORM SYSTEM I TO REDUCE THE DUST EMIS90NS AS A RESULT OF CONSTRUCTION ACTIVITY. 4 I -< - PER SHEET C1 I PERENNIAL RYE (DERBY OR PENNANTI 30% 95 90 THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS AS NECESSARY J 71 � 715 °�� TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. EXISTING 8" PVC SEX. 12" CMP TOE OF EX. FILL I THESE ACTIONS WILL BE GOVERNED AND DIRECTED BY THE BUILDING OFFICIAL. OUTLET Z y -----`-SD SD SOS---SD-f- --- SD SD I 48 CMP STANDPIPE Z h ° {I I OPEN TOP, CLOSED BOTTOM CONSTRUCTION SEQUENCE o 1I (72.2 73.0 W'a TOP ELEV. OV 0FOLOW INCASED IN CONCRETE 1, SUBMIT HAUL ROUTE TO CITY OF AUBURN FOR PRE LOAD REMOVAL. F- \ - - - - - - 71.0 PROTIDE SILT 2, SCHEDULE AND ATTEND PRE-CONSIRUC110N MEETING WITH CITY OF AUBURN OFFICIALS. Q z 70.5 FENCE AROUND I- _ _ 80 _ _ TOP OF PONDING CONTROL STRUCTURE 3. ESTABLISH CLEARING AND GRADING LIMITS. Z Q r NEW OR MOOIRED TESC POND. AFTER SURCHARGE IS REMOVED, RN ELEV. 70.0 4. THE PREVIOUSLY APPROVED ESC PLAN INCLUDED PLACEMENT OF FILTER FABRIC FENCING, W J ,\, = 72.7 / RECONSTRUCT THAT PORTION OF THE EXISTING TESC POND AS SHOWN. I ° W.S. CONSTRUCTION ENTRANCE, INTERCEPTOR SWALES, AND A THREE-CELLED ESC POND. THE �- EXISTING GRAVEL CONE ASSY. - - ONCE THE NEW TESC POND IS FUNCTIONING THEN FILL IN OLD (OR EXISTING) I Iz NEW SWALE TO 1 CONTRACTOR SHALL MAINTAIN AND RE-ESTABLISH THESE CONTROLS AS NECESSARY TO _ E=65.0 TESC POND AND BEGIN CONTRUCTION OF THE PERMANENT BIOSWALE & $ POND PER 1/C1 ° ° r °o CONFORM TO THESE PLANS AS PART OF THIS PROJECT, Q -1 ;NSTALL: TEMPORARY HAY BALES 'r I PERMANENT DET. POND. 5'--� 3 '° 5. REGRADE SURCHARGE AS REQUIRED TO EXTEND TO LIMITS OF NEW BUILDING PAD +5' AND W EXISTING RIP-RAP FILTER - MIN. I 72 WATER TIGHT FILL TO ELEVATION 80.00 PER GEOTECHNICAL RECOMENDATIONS. V) EY SEAL n, ° ° 1V4' WASHED ROCK BOT. OF DESIGN (EXIST. 8 - iIE- 12" PVC SDR 35 c.'tT ° GRAVEL CONE PONDING ELEV, 6. CONSTRUCT THE NEW TESC POND ON PROPERTY D EAST & REGRADE SWALEON-SITE AS SHOWN. \ ~ �; 68.5 INFILL A PORTION OF THE EXISTING ESC POND AND CONSTRUCT NEW ON-SITE ESC POND Z Z PAVING) 715 I LIMITS OF PRELOAD I I A ° AS SHOWN. AFTER NEW TEMP. ESC POND IS IN OPERATION, THEN CONSTRUCT THE NEW 0 O 7°.T LIMITS OF FUTURE BUILDING, REQUIRED FOR NEW A INV. ELEV. a 0.5' X 8' 50 BIOSWALE & PERMANENT POND. HYDROSEED POND & SOD SWALE IMMEDIATELY TO ALLOW _ U n EXTEND TOP OF FILL 5 FEET BUILDING lu _ 'Q' ALLOW. = GRASS TO ESTABLISH. C/) m I 0.82 CFS 68.5 SUMP BEYOND LIMITS OF FUTURE I 7. GRADE SITE TO FINAL GRADE PER PLANS, INSTALL UTILITIES AND CONSTRUCT BUILDING. � BUILDING I o' 8. INSTALL NEW STORM SYSTEM, REGRADE EXISTING SWALES TO EAST i0 NEW INLET PIPES. W KMD a o 12'z12'z12" PVC TEE Ra TRU I FINISHED FLOOR 75.00 I r 73 RUBBER GASKET JgNTS O5k'eo� PROTECT ALL CATCH BASINS PER 3/C3. SILT FENCING PER 2/C3. REMOVE / INFILL THE ID WEST "' TOP OF SURCHARGE 80.00 20' 50' NEW ESC POND & OUTLET. PLACE THE NEW STORM SYSTEM ON-LINE. F nl m REFER TO GEOTECHNICAL ENGINEERING REPORT © 12' RUBBER GASKET PLUG 1' DIA. TYP., 40 HOLES MIN. 0 10' 9. FINISH GRADE SIZE FOR PAVING, MAKE NECESSARY PROVISIONS FOR TEMPORARY STORM .- = I W/ 5" ORIFICE HOLE I I - O.C. PERFORATIONS SHALL BE LOCATED DRAIN OUTLET FOR L07 TO EAST AS SHOWN. x 71 R WITHIN THE LIMITS OF THE GRAVEL CONE 10. COMPLETE FINAL GRADING, PAVE PARKING LOTS, PLACE CURBING, CLEAN STORM DRAINAGE REMOVE / INFILL EXIST I TOP OF EXISTING PRELOAD TOE OF SURCHARGE FOR SYSTEM I TO BE REMOVED PUGET SOUND TIRE MAX. ESTIMATED HIGH GROUND WATER ELEVATION 64.5 O 6' CONC. BASE SLAB ON 1 TFSC POND AS SHOWN TO 70.6 �3 11. UPON FINAL SITE STABILIZATION, REMOVE REMAINING TEMP. ESC MEASURES PER CITY OF COMPACTED GRAVEL BASE W F, P FACILITATE NEW POND & I T:H av AUBURN APPROVAL. SWALE CONSTRUCTION I I I 'T`4P 12. COMPLY WITH THE GRADING, DRAINAGE & EROSION CONTROL NOTES IN THE CONTINUOUS �vE F NAS �f 66.0 I 1 T.E.S.C. POND OUTFALL OPERATION AND MAINTENANCE OF THESE FACILITIES. I C4 NOT TO SCALE I EXISTING SILT FENCE °. I APPROXIMATE FILL/CUT QUANTITY & TYPE 27060 EX. ESC CONTROL POND 1- n- - _ _ _ _ - CONSTRUCTED PER GRA I 72 THE ENTIRE SITE IS TO BE PREPARED PER THE SOILS REPORT. ESTIMATED FILL QUANTITY ANAL 0620-91 AS APPROVED I _ In I I IS 1,600 C.Y„ ESTIMATED CUT QUANTITY IS 11,203 C.Y. CONTRACTOR TO VERIFY. cY THE CITY OF AUBURN - - RELOCATE EXIST. SWALE SPECIFICATIONS FOR FILL EXPIRES 3 997 3-31-92 7t° RE-ROUTE EXIST I 71 TO NEW POND PER SOILS REPORT-FILL FOR THE PROPOSED PROJECT MUST BE CLEAN AND SATISFY THE 9�ia�4.r I cFSIGN WS ELEV. 68.00 70.8 SWALE AS READ. I I REQUIREMENTS OF THE BUILDING OFFICIAL. THE USE OF FILL MATERIAL MEETING THE DEFINITION BOTTOM ELEV. 65.5 �_ _ S=0.5L X 5 OF DEMOLITION WASTE, INERT WASTE, OR WOOD WASTE AS DEFINED IN WAG 173-304-100 DATE MIN. TOP ELEV. 70.0 L _ _ _ J MAY REQUIRE A SOLID WASTE PERMIT FROM THE LOCAL HEATH DEPARTMENT. SUCH MATERIALS AUGUST 1995 POND TO REMAIN IN 80 _�� INCLUDE, BUT ARE NOT LIMITED TO, CONCRETE, ASPHALT, WOOD, AND STUMPAGE. THE FILL MATERIAL SO NEW TESC POND: TOP 50 ! PLACE UNTIL SURCHARGE - - ' X 120' 0 ELEV 71.0, BOTTOM MUST ORIGINATE FROM A SOURCE APPROVED BY THE BUILDING OFFICIAL. DRAW BY IS REMOVED, RECONSTRUCT SD 7°2 10' 35' X 105' 0 ELEV 68.5, TOP OF 25 YEAR STORAGE 0 SPECIFICATIONS FOR GRUBBING (IF REQUIRED) S.S./G.MO BIGSWALE & POND PER SD 10.0, VOLUME = 6518 CF. OUTLET TO SOUTHWEST PER FAC 0003-95 I DETAILS (EXIST. SO 70 �� 71.1 20 LF TEMP 12" DETAIL 1/C4 3. 1 � t 41 : l V S0 . - 4.4.L OLD 0187-95 DESIGN BY , PER SOILS REPORT PAVING) y..-SD 6� 6.75 PVC SDR-35 69.1 LOCATION OF EXISTING FILTER FABRIC S = ypR AFP INSTALL NEW SILT FENCE �.1 402.24' 70'9 ALONG PROPERTY LINE (TO BE MAINTAINED) 70.7 „ JOB N0, 0 PROPERTY LINE -693 N 83'1322" E THESE PLANS ARE APPROVED" FOR 70.7 70. 70.a B REV. DAIS BY DESCRIPTION 95-076 02 CONFORMANCE WITH THE CITY OF AUBURN 68.8 69.0 fi968.7 759 1 8/7/95 REH PER CITY OF AUBURNS REVIEW COMMENTS E R O S ION/S E D I ME N TAT I O N CONTROL PLAN ENGINEERING DIVISION'S REQUIREMENTS ' �L SHEET N0. �� 2 8/21/95 REH PER CITY OF AUBURNS RENEW COMMENTS 69.5 APPROVED BY: .� l.mw. -� 3 8/24/95 REH PER CITY OF AUBURNS REVIEW COMMENTS 71.7 _ C 4 71,2 DATE APPROVED: �_/31gy 4 9/8/95 REH PER CITY OF AUBURNS REVIEW COMMENTS 5 19/12/95 AFP PER CITY OF AUBURNS REVIEW COMMENTS 95.n 13b1 5 of 5