The URL can be used to link to this page

Home My WebLink About96D1436IREV. NO.I DATE / z- DESCRIPTION REV/5/OHS PER C/Ts' OF AUBURN REV/EW. MADE ■YICHECKED SANITARY EERI CONSTRUCTION SEWER GENERAL PLAN NOTES: I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD SPECIFICATIONS SHALL BE 1994APWA AS MODIFIED BY THE CITY OF AUBURN. INCLUDING AUBURN'S STANDARD DETAILS. SPECIFICATIONS. AND REQUIREMENTS. 3. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ON THE SITE DURING CONSTRUCTION. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL CALL (1-800- 424-5555) FOR UTILITY LOCATIONS (WATER. SANITARY SEWER. STORM SEWER. GAS. POWER. TELEPHONE AND TELEVISION). 6. DURING CONSTRUCTION. CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. 7. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF HIDDEN UTILITIES. ALL VISIBLE ITEMS SHALL BE THE ENGINEER'S RESPONSIBILITY. 8. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT. UNIFORM EDGES TWELVE (12)INCHES OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-N. 9. THE CONTRACTOR SHALL INSTALL. REPLACE. OR RELOCATE ALL SIGNS AS SHOWN ON THE PLANS OR AS AFFECTED BY THE CONSTRUCTION. PER THE CITY'S STANDARD DETAIL (NO. TRSP-D. 10. POWER. CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER. WATER. STORM) OF FIVE (5) FEET. 11. ALL CONSTRUCTION SURVEYING FOR EXTENSION OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL ENGINEER. 12. DURING CONSTRUCTION. THE PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. AS DIRECTED BY THE CITY. 13. CERTIFIED AS -BUILT DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. 14. FOR MANHOLE RIM ADJUSTMENT. MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE FOURTEEN (14) INCHES WITHOUT ADDING NEW SECTIONS. 15, ALL MANHOLES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING. AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL (NO. STFG-U. 16. ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING AC OR GPK MANHOLE ADAPTERS. OR APPROVED EQUAL. SCALE: None , DESIGNED: SEC DATE: 9 Jan. 96 'CHECKED: RAB SEC RAB DRAWN: JHD 'APPROVED: CRB AND WATER KING COUNTY. WASHINGTON 17. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'-6- FOR SDR 35 PIPE. 18. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK. FOUR (4) INCHES MINIMUM UNDER TO SIX (6) INCHES MINIMUM OVER PIPE. AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-3. 19. BEDDING FOR DUCTILE IRON PIPE SHALL BE 5/8 MINUS CRUSHED ROCK. SIX (6) INCHES MINIMUM UNDER TO SIX (6) INCHES MINUMUM OVER THE PIPE. AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEP-2. 20. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS 'A' BANK RUN GRAVEL. AS MODIFIED BY THE CITY OF AUBURN. 21. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET. 22. TRENCH BACKFILL MATERIAL SHALL BE DEPOSITED EVENLY ON BOTH SIDES OF THE PIPE IN TEMPERED LAYERS NOT EXCEEDING SIX (6) INCHES IN DEPTH UNTIL THE TOP OF THE PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO A MINIMUM OF 95% DENSITY. 23. THE CONTRACTOR SHALL VERIFY THE LOCATIONS. WIDTHS. THICKNESSES. AND ELEVATIONS OF ALL EXISTING PAVEMENTS AND STRUCTURES THAT ARE TO INTERFACE WITH NEW WORK: PROVIDE ALL TRIMMING. CUTTING. SAW CUTTING. GRADING. LEVELING. SLOPING. COATING. AND OTHER WORK. INCLUDING MATERIALS AS NECESSARY. TO CAUSE THE INTERFACE WITH EXISTING WORKS TO BE PROPER. ACCEPTABLE TO THE ENGINEER AND THE CITY OF AUBURN. COMPLETE IN PLACE AND READY TO USE. 24. GENERAL NOTES AND DETAILS PROVIDED THROUGH THE DRAWINGS SHALL APPLY TO ALL OTHER SHEETS OF THIS CONSTRUCTION SET OF DRAWINGS FOR THIS PROJECT. AS APPLICABLE. SPECIFICATIONS OR DETAILS PROVIDED ON ONE (I) SHEET MAY APPLY TO OTHER SHEETS. 25. IT SHALL BE THE DEVELOPER'S RESPONSIBLITY TO NOTIFY THE TELEPHONE COMPANY. THE GAS COMPANY. THE POWER COMPANY. AND THE CABLE TV COMPANY PRIOR TO THE CONSTRUCTION SO THAT THESE OTHER UTILITIES CAN PREPARE THE NECESSARY PLANS FOR THE EXTENSION OF THEIR RESPECTIVE UTILITIES. 26. PIPE SPECIFICATIONS ARE BASED UPON DESIGN CONDITIONS FOR COMPLETED PROJECT. DURING CONSTRUCTION PERIOD. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ALL SURFACE INSTALLATIONS. INCLUDING BUT NOT LIMITED TO CONFORMANCE WITH THE PIPE MANUAFACTURER'S RECOMMENDATIONS FOR INSTRUCTION LOADING ON PIPES. in 13enneff PS&I LE4- INC. SURVEYORS and ENGINEERS P.O. BOX 1031 7-22 PUYALLUP 8458833 PUYALLUP WA. 98371 SEATTLE 838-3474 OFF -SITE E..W.M. VIGINI I Y WATER PLAN NOTES: 1. WATER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. 2. WATER SERVICES AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS. LOCATION OF WATER SERVICES SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION UPON AUTHORIZATION OF THE CITY. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN EXACT LOCATIONS ARE DETERMINED. 3. CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 4. ALL VALVE BOXES IN THE PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETED IN ACCORDANCE WITH THE CITY OF AUBURN'S STANDARD DETAIL NO. STFG-I. 5. PIPE SHALL BE DUCTILE IRON PIPE. CLASS 52. CEMENT MORTAR LINED. WITH MECHANICAL JOINTS. 6. WATER LINES SHALL HAVE 42 INCHES MINIMUM COVER. 7. RESILIENT WEDGE GATE VALVES SHALL BE USED ON ALL WATER LINES FOR INCHES (41 THROUGH 12 INCHES (121 IN DIAMETER. 8. ALL FIRE HYDRANTS SHALL HAVE GUARD POSTS AS SHOWN ON DWG OWAFH-2. 9. THREE (3) DEGREE MAXIMUM DEFLECTION ALLOWED PER JOINT ON DUCTILE IRON WATER MAIN ON HORIZONTAL AND VERTICAL CURVES. 10. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER CITY OF AUBURN. THE CITY OF AUBURN WILL INSTALL THE METERS. SANITARY SEWER PLAN NOTES: I. SEWER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. 2. LOCATION OF SIDE SEWERS SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION UPON AUTHORIZATION OF THE CITY. CONTRACTOR SHALL NOTIFY ENGINEER WHEN EXACT LOCATIONS ARE DETERMINED. 3. CONTRACTOR SHALL OBTAIN ALL NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 4. UNLESS OTHERWISE APPROVED. ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES SHALL BE DONE BY THE CITY OF AUBURN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PIPE INSTALLATION. TRENCH EXCAVATION. BACKFILL AND PAVEMENT RESTORATION. S. ALL MANHOLES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE. IN ACCORDANCE WITH THE CITY OF AUBURN'S STANDARD DETAIL NO. STFG-I. 6. SANITARY SEWER PIPE SHALL BE SDR 21 OR SDR 35. WITH APPROVED RUBBER GASKET JOINTS. CONNECTIONS TO MANHOLES SHALL BE BY CL 150 AC COUPLING WITH RING TITE BY IPS TRANSITION GASKETS FOR SDR 21 PIPE AND AC OR GPK MANHOLE ADAPTOR FOR SDR 35 PIPE. SDR 21 PIPE SHALL BE USED WHERE PIPE COVER EXCEEDS 18 INCHES. AND SDR 35 PIPE SHALL BE USED WHERE PIPE COVER EXCEEDS THREE (3) FEET. WHERE SPECIFIED ON PLANS. PIPE SHALL BE DUCTILE IRON PIPE. CLASS 52. CEMENT MORTAR LINED WITH MECHANICAL JOINTS KS CONSTRUCTION KEVIN SATRE 26202 SE 252nd ST. RAVENSDALE, WA 98051 Tel.: (206) 432 - 8458 These plans are approved for confo mance with the City of Auburn EngineeringDivision's requirements. FAC NO.: 0001 -96 Date: L1z1)5L APPROVED; k-j S _,�L Scale : I" = f 3Z0' BENCHMARK: #6B (CITY OF AUBURN) RR SPIKE IN POWER POLE #29 SOUTH SIDE 312TH AND 5 POLES WEST OF SUBSTATION ELEV. = 350.80 TBM: REM SANITARY SEWER MANHOLE #10. ELEV. = 267.10 FAC 0001-96 SCHEDULE OF DRAWINGS NO. TITLE 1 COVER SHEET 2 ROAD AND SANITARY SEWER DESIGN SITE ADDRESS: 30426 107th AVE. SE AUBURN, WA 98002 PARCEL NO.: 333940 - 0356 COUNTY WWWAWWWAWW� KS CONSTRUCTION COVER SHEET SHEET NO. 1 OF 2 NO WASHINGTON 11O' . I f 11 96 D 143K NW 1A, SEC.8, TWP. 21 N., RGE. 5 E,,, W.M. KING COUNTY, WASHINGTON —ANW0,N� 3 N07E: MA/NTA/N JB" M/N. Scale: 1N=201 VERTIEAL SEPARAMON These plans are approved for confFfrmance with the City of Auburn Engineering Division's requirements. FAC NO.: 0001 —96 Date: �lz114_ 4 APPROVED: S 0 BETWEEN WATER AND SEWERAT CROSSING. fI DE SE9WER V EA95TIN(> B" PVC SDR-55 STUD SIDE SEWER /. E. = Z54.51 STD F. N 455Y 2 S'0.67): - TELAYAT 0.4 X STA. 0+7B 1v/ b" G.V.. CONSTRUCTION SEQUENCE FiGtOADTv3rstOPE GE=253.34 W cr 6�ka xb"7eE p y 3 \ MAINTAIN JD MIN. NOR/ZDNTAL I"WATER METER (TVP) (SEe STD DErA/C r✓AFN->) f Install silt fence, lace ha bales in ditch, and y�, _ SEPARAT/oN BETWEEN WATER 25 L.F 6 "d PVC a SEE STO. DETAIL WASM-1) /6 L.F, O"� P✓C place filter fabric under grate. _ SDR-95, S=f� All _ 2. Clear areas for construction AMP SEWER W /R6 'I C,A P_ 17. MIN• y ED6E NEW 6RAVEL ROAD. W WI6"CAP. Q i " 3. Install utilities ° 4. Grade and ravel road, relocating ditch and y . % �e�o HANEY Z5'EASEMENT SATRE HOLT hI WARREN g g PP 270— 0 (SATRE PROPERTY) S/DE SEWER Iu I culverts as necessary. 2'tEe 4t R \ o,�Q-le L„gTE,e [/NE — STA, O+7g 'n — / 5. Clean site, removing silt fence, hay bales, and J-D"TAPP/N4 SLEEVE _ __ 210 ti -a-GATE VALVE—=-'�E'TEP//N/N 2 LF,12"WOODruLVERTS•27. 37A°YtXeS�S.r:v�L`'Q zE. e54.02 0 _— filter fabric, U oN �/NAL STAB/L/eATio/V. N CONCRETE BLOCKING ¢c �—' AL _ I_ - - h �jI — Z70— —h� 9'EBSEMENT EXfST/NE c.RnvE� o ".1 �'2ty-A,.{P'NET9/,yam—pyq<CS ` — BANGLE PT. S�L FENCE 20 L. F, b"4 PVC fNOLT PROPERTY r�'ElE RE6+RA106D - —ate PROPOS D SDR-35, S'lyaM/N —16A ELEV ( YP) AEA'YTEMl I O./�SP`r EX/SL SS MH C 10 i_ \E — —k— -X - I �-. - 1 - e"CAP ��- - TeLEPNONE RiSErz(ExJ 135'LF. SILT FENCE R/M = 2Z7_ao , r'F� x I — _ OLLA OS CONCRETE ®LOCKING I" — — Z�— x - x .. C. Ypj--- — +_ 'EE 3. BETA/L WADD-2 253.a0 0 x�.R _ SS AS - /E.=.252, F3fJO"PVCOUI-W) 25z.4cg h� K T �atrio N - 2 25'EASEMENT(707AG W/D7k) /. E.'E5�85(D"PVC-/N-5) 252.801 vV' x SS -- Qc�Es/ EN_TINIi ., v__ ` L _ ° 3C �`�+I - �`Li"�ATtONk^W�-`...` AS-b4 L� LvGA(:ON� Z��.iu ryI,V3D IL.F B�CMP Ss 2�%O d KRRUS S. 0'0T I6"W. lT� sS I } I y uo �'l -.r51/NCT DARN Cp�AfN /2"S/AC/< , J`%KAI\ SS Y _�. OE511.ti LQ-.ATIn,l S LOCATED 2b .-. _S ` E/ISEM�NT ^ SP�CKET 144� TyPlCAL ROAD SECTION STA +01 TD END REV. NO. DATE DESCRIPTION MADE ET CHECKED H. �jr,S R. eF For: KS CONSTRUCTION SHEET NO. fCAIE : SEC �Zg�' �E 'V^ A3enneff PS`U:-� INC. KEVIN SATRE KS CONSTRUCTION DATE: R/�B = SURVEYORS and ENGINEERS 26202 SE 252nd 2 DE 2 ".- EFfI, 2 4-36-91 REVISIONS PER CITY OF AO90RN REVIEW SEC RA$ ,.. P.O. BOX 1031 PUYALLUP WA. 98371 RAVEIvSDALE, WA 95051 ROAD St SANITARY SEWER DESIGN f e-re-% REV/S/OHS PER C/TYOFAUDURNREVIEW SEC RAEi JDRAWN: CRB r22-9G PUYALLUP 8458833 SEATTLE e3e-3aTa Tel.: (206) 432-8458 KING COUNTY WASHINGTON 'DR Ng353729 FF o0y Z of q6 D1436