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HomeMy WebLinkAboutWWP2701925.1A PORTION OF THE SW 1/4, OF THE SE 1/4 OF SEC. 29, TWP 24 N., RUE. 6t.1wM. .40 KING COUNTY, WASHINGTON SANITARY SEWER NOTES 1. All sanitary sewer materials and construction shall be in accordance with the City of Renton standard specifications and details and the APWA Standards and Specifications (latest edition). 2. Clean -outs shall be in accordance with the City of Renton Sewer Standard Detail. 3. All PVC pipe and fittings shall meet extra strength minimum of SDR-35 of the requirements of ASTM specifications D-3034-73 and Hiay be PVG, Z 46, er equal. O /IT♦-Mtx7 i�iLll�i,-yQ-T awable de fl .etion at eaeli joint shall not - eed e _ half of tile 2 fflantifaC • 11 i ssab 5. Minimum slope for all 6" side sewers shall be 2.01, 6. All side sewers shall be capped with a watertight plug, and shall be marked for location with a 2"x4" stake, painted white, and marked with the word "sewer" with depth, unless otherwise approved by the engineer. (2 7. Bedding for all PVC sewer pipe shall be , ever the tep ef the piper poa groj,i l" /fr and andGr rir: , 8. All trenches shall be compacted to City of Renton standards prior to testing sewer lines for acceptance. 9. Side sewers shall be tested for acceptance at the same time the main sewer is tested for acceptance. 10. New connections to existing manholes or sewer lines shall be sealed off until upstream construction is completed, tested, cleaned and accepted. All construct- ion debris and water shall be removed prior to opening the seal. 11. The contractor shall verify the locations and dimensions of all existing util- ities and improvements prior to construction whether shown on these plans or not. The existence and approximate locations of these structures and utilities were determined by searching available public documents, and the actual locat- ion may vary from that shown. The engineer does not warrant that all existing utilities have been shown. It shall be the contractor's responsibility to notify the appropriate utilities involved prior to construction activities. O12. The contractor shall adjust all manhole rims to be flush with final finished grades pr4er te payirrt. gfter paving. 13. Location of side sewers shown are approximate only and may be changed as req- uired during construction upon authorization of the engineer or City. The con- tractor shall notify the engineer when exact locations are determined. 14. The contractor shall maintain a minimum of 10 feet separation horizontally and 3 feet vertically between all sewer and water lines. Any conflicts shall be reported to the City of Renton and the engineer prior to construction. 15. It shall be the contractor's responsibility to ensure that no conflicts exist between sanitary sewer and proposed or existing storm drains prior to construction. 16. It shall be the contractor's responsibility to notify the telephone, gas, power and cable TV companies prior to construction activities so that these other utilities can prepare the necessary plans for the extension or reloca- tion of their respective utilities. It shall be the contractor's responsi- bility to coordinate these activities during construction. 17. The side sewer "stations" shown on the plans are dimensioned from the down- stream manhole, 18. All manholes shall be in accordance with City of Renton standards, with solid round locking lids marked "sewer". O19. TV inspection of both existing and newly installed sewer lines shall be made and provided to the City. It is suggested that TV inspection of the existing sewer line be made prior to construction. O 20. Cut sheets and as -built drawings shall be provided to the City. L 21. A 15' wide sewer easement as shown on the drawings shall be provided to the City. Q22. All restaurant effluent shall pass through a min. 750 gallon grease trap prior to entering the sewer line. 'AN. SEW. MH- EL = 35.88 38 36 34 i i Ir 32 l I F.A. S•.,�1. SF.',= v1.H. -- SAN. SEW. MH NO. I RIM EL.=39.E± PROFILE I.E.=32.07-8"IN I.E.=31.97-8 OUT -I-`L'(V) I�-H) W.MHNO. - - - 39.5 t LE.=3.17 -8" THE GEOTECHNICAL REPORT, AND RECOMMENDATIONS CONTAINED THEREIN, PREPARED BY EARTH CONSULTANTS. INC., DATED 11-5-87, ARE TO BE CONSIDERED PART NOTE: 6 D.I.P. SHALL HAVE OF THE SPECIFICATIONS FOR THIS PROJECT DUE TO MECHANICAL JOINTS. FIN. F LR E L.= 4C.3 THE SENSITIVE NATURE OF THE UNDERLYING SOILS 70 L.F-6"D_1. `'.-7 CONDITIONS ON THE SITE. ALL ITEMS OUTLINED IN 25 S=0.095� 4�' S=o.(- THE GEOTECHNICAL REPORT SHALL BE MONITORED & �I I /� E._33.78-TOP 5 " TESTED BY EARTH CONSULTANTS, INC., TO VERIFY II I.E.-34.80-6 COMPLIANCE WITH THE RECOMMENDATION CONTAINED THEREIN I INST �2" x 6" Ti PPINC TEE ��-INSTT. S 'RF C.G. �I I.E.= 2.43 -EXIST. 12" LA.F I. E. I I i I I� I II 1 I � II II LI 1.20' II / I / , I �I II I I' I� II IPJCT. SURF. C.r. AT BLDG. I I )SEE STORM -GF i NOTE: ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN ON THIS DRAWING IS FROM A SURVEY PERFORMED 3E BY BARGHAUSEN CONSULTING ENGINEERS INC. DATED JUNE 14, 1986, (THEIR JOB NO. 2097) BASIS OF BEARING 36 WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE. BENCHMARK DATUM WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. 34 f r9 32DUN 137TH, 36TH STH ST k•-SE.-74ST✓W SE. 71S N ECT 1' E � SE BOTH ST �I tail I SE 4184TH i o: a� ti VICINITY MAP LEGAL DESCRIPTION THAT PORTION OF TRACTS 183 AND 184 OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN .OF EDEN ADDITION TO THE CITY OF SEATTLE, DIVISION NO. 3, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 81, IN KING COUNTY,,WASHINGTON, LYING EASTERLY, SOUTHERLY AND WESTERLY OF PRIMARY STATE HIGHWAY NO. 1 AS CON- DEMNED FOR HIGHWAY PURPOSES BY THE STATE OF WASHING - TON UNDER KING COUNTY SUPERIOR COURT CAUSE NUMBER 613780, INCLUDING THAT PORTION OF COUNTY ROAD VACATED BY ORDINANCE NO. 2111 OF THE CITY OF RENTON. i W ,Ae I. E. = 32.C7 - EX. IL �\ \\ EX. ESMT. L(n - - - E. �4.41 -6 NOTE: 6" D. I. P. SHALL CONSIST OF TWO(2)- SAN. SEW. M.H.M NO. I SAN. SEW. H. W NO. 2- II �� Uj EX. 1 SArJ. SEW.- -- \, SECTIONS w/MECHANICAL JOINT CONNY. RIM EL_ * 39.5 RIM EL.- ,,9.5 INS1"TAPPING tI.E. = 32.07 -8 IN I.E.= 33.i7 p . = 31.97-8"OUT 10 L.F -F D.I. P (5=0.1"1 q S'!RF. C.O. (I.E.=32.P4' -8 I� 90 L.F.-6"P"VC I i �- ``���� 0 SEW . bV. SEA ✓ICE I _ i 8L.F. W. UIP S=C).10 10' SAN.SEN. ESMT. i ' --- --- -� I.E.=36.86 -8 I 110 L.F. - 8" L�I.P S = 0.010'/I 33.45 -F" I NOTE: SEWER SHALL BE INSTALLEL- IN STRICT � CO!V!PLI ? IICE w/ GEOTECHNICAL CONSULT- 3F. 9 L.- 8 D.I.P. AR!"y>'R COMMENDATIC`'NS. ��,.�•.��` S=0.010'/I I yNE GIBeF EN CUTS C P N.F.�P� ST. I _ . + ,``oF wgSy NC��Nc• sv ARE FEt_,,ViT_7E 1;1 AFTEK ` I -:F•oy FT., so CONSTrtUG I I�JN 1S CI)V,;-L.E�TE[�-- � - - _ _ _ - - - _- - -- - -- - _ _ - - � - -- - - _ _ - - - .• cr NOTE: PROPOSED SEWER LINE SHALL BE PILE SUPPORTED Cam= _ - - __ '�' ••' �STE Ili AND MANHOLES SHALL BE UNDERLAYED w/ TENSAR N. E. 43 RD. ST. <`,r •'•• IA NUTE: MAINLINE NC'r IW5TAs _, LED FoR TkIS II SS-1 GEOGRID IN ACCORDANCE WITH THE GEOTECH- s10NgL EN PROJF-cT' A`; FlER G0hi M 61 W A,,C--jWAtA . I NICAL REPORT RECOMMENDATIONS. i :4L_L_ 5UILDINCAE, OFF -5TUB1;, �I EX IC,. SAN. SEW. MH fkoM EXISTI►JG SEWED' I RIm EL. =36.08 �I I.E. = 31.5E Ar t-RO VE E By _�,:t�. 21,; ,F7 S D - 6 NEW CO^i.�IECTIOf'!. CORE DRILL M.H.. irLAN CITY OF RENTON PUBLIC WORKS CIREGTOR �� CON TR. SHALT . � : ?. FX. 1. E. 1 = 20 SHEET 3 OF 6 PRIOR TO CONST 2 REV. II-4-81 ALL SAN-SEW. PLAN PEER OWNER lips, 7"RU07101'1S. REV. 10 -/_7'4-81 PER CITY REVIEW JOB NO, 87-015 SANITARY SEWER PLAN 81 PROFILE PREPARED BY: _ENGINEEREDYSTE ,INC. 405 EXIT 7 RENTOI'N WASH. 775 IDYLWOOD DRIVE S.W. ISSAQUAH, WA. 98 206 ] 392 14 1 FIN. FLR. EL.= 40.2