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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 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