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Home My WebLink AboutWWP2701774.1EXISTING BUILDING F.F. ELEV. - 19.75 I,E. - 16.47 6 95 L.F.-6" PVC @ 2% N M NOTE: IMPROVEMENTS SHOWN IN THIS AREA ARE PER PLAN PREPARED BY BARGHAUSEN CONSULTING ENGINEERS f'6/29/84) FOR YUKON OFFICE SUPPLY I i SURFACE CLEANOUT I 00' F Y. EL. = 19.0 E. =14.57 (6") SB STA.=8t30.9, 222.9 LT. I I I I I I \ 107 OFFSET (TYP.) zI w� w� HI � PROPOSED CB, TYPE II - 541° 1 "-40` VERT. DATUM: U.S.G.S. (M.S.L. = 0) BENCHMARK: TOP OF REBAR @ S.E. COR. LOT 2, BLOCK 5 -- PLAT OF BURLINGTON NORTHERN ORILLI_ INDUSTRIAL PARK EL. -7.98 STA = 13+25.71 79.0 LT. ASB RIM =19.72 I.E.= 7.52 (27'CON C. SOUTH T. METRO MH R1 -11 RIM = CHANNEL C`. 6.83 I.E. = S. ": STUB WEST) NOTE: ST. ST 0 BE CAPP " . I.E. - NEW ' P- - 8. -5 I m I.E. = 9.87(12"W & 36"N)LO c RIM EL . = 17.00 Q a STA = 12+93. I, 46.7 LT. �i SURFACE C STA.= 10+67.6, 45.7 LTASB RI M = 19.26 ASB RIM = 18.98 LE=9.09(8�� WEST)RIM EL.=19.0 I.E.=10.19(8"WEST) I.E.=8.97(8ENE) I.E.-12.77(6") ~ I.E. = 10. II (8"EAST) I STA.= 8t29.6, 131.5 LT. ST 13+00,47' L AS��AN 47' LT STf.10+67 47' LT. SANS ML tiU ti MT 3 SA; EW. MH NO. RIM EL. =<-,.5±(MATCHrT G RIP EL. = L9 EXIST. TM EL. 1 . - MATC;-I EXIST. GROUND) -,MATCH T'.STALL 3/4' I I. =10.9i (6' EX_ T. Cn D) I.E. 8.45 8" ) / WATER SERVICE' ( I E. =10.87 (.8" OU I•E° 8.35;8" OU ME -ER INSIDE S.W. - STA. 8+29.4 46.3 L.T. �_ I ' CONTRACTOR SHALL n?�_INTAI_�I MITI. 41 STREET R/W I ^� ASB RIM EL. = 18.68 12' SEPARATION BETWEEN WATER AS ,HOWN PER CITY I I.E.=11.28 (6„NORTH) AND SEWER LT_1?ES f OF R :NTON STANDARDS I I.E.=11.22 (8 EAST) ADDITIONAL MH EXIST. 18" SAN. SEW I 232 T .F. - 8" PVC @ 0.5% 233- L.F. - 8" PVC @ 0.5% STAr 13�15.5, 54.9 L . - c ASB RIM = 19.00�� „ I I N I ASB 238.2 - _ 225.5 ASB I.E= 8.54 (8 WSW) LE=8.41( T) I� ° 0 0 3(TYP .) ASB 8" PVC 23.9 L.F � j < • I VICINITY MAP 1"- 2560' SPECIAL NOTE: CONNECT NEW 8" PVC LINE TO EXISTING 27" RCP MAIN WHERE SHOWN. CONNECTION SHALL BE 8 3/4" CORE DRILL WITH FOWLER QUICKWAY INSERTA TEE CONNECTION ASSEMBLY.NEW 8" LINE SHALL BE CLEANED AND PLUGGED PRIOR TO CONNECTION. CONNECTION SHALL REMAIN OPEN UNTIL INSPECTION AND APPROVED BY METRO. CONTRACTOR SIIALL CONTACT JIM HAWTHORNE (206) 447-6676 AT METRO ENGINEERING 72 HOURS PRIOR TO CONSTRUCTION. ' -----„----c ,- - APPROXIMATE I.E. (8")= 7.64 ASB 8 PVC 24.. A B E N C H /`! R I� 5' I EXIST. 1 V'_ I'. fir. r-L J I _ I � SEE DETAIL AND SPECIAL NOTE 10' PERMANENT EASEMENT I J S.W. 41st 13+75.36 = C/L S.W41 ST ST 1 - --- - ---� . - 1 - I < EAST VA? -,LEY 10+92.22 7 8 9 110 I � - - - r- -I-- I TEMP. 20' CONSTRI.IEASEMENT 12 I EXIST. STORMS RAIN EXIST. STORM DRAIN - - I M 41ST 13+75.36 Q E.V. 10+91.39 LLI SPECIAL NOTE: PIPE BEDDING SHALL BE IN ACCORDANCE WITH APWA (1981 EDITION) EASEMENT LINE � STANDARD PLAN NO. 62 CONTRACTOR SHALL USE PEA GRAVEL BEDDING r U WITH 6" MINIMUM COVER ABOVE AND BELOW PIPE 1LL TRENCH EXCAVATTION FISEMENT TO EAST DEDICATED TO CITY FA'�EMENT TO WEST DEDICATED TO PROPERTY OWNER NOTE: CONTRACTOR SHALL EXCAVATE AND VERIFY INVERT SANITARY SEWER PLAN ELEVATTON OF EXISTING STUB @ METRO R18 11 OF PRIOR TO CONSTRUCTION OF SANITARY SEWER 20 15 U .01 1"-40' NOTE: STATIONS SHOWN FOR Q. 4_st ST. ARE BASED ON PLANS PREPARED B_ THE CITY OF RENTON 0-r00 = C/L LIND AVE. 13+75.36 = C/L EAST VALLE-_ ROAD U U FINISH GRADE AT CENTERLII,IE S.W. 41ST ST. Pq w PER CITY OF RENTON PLANS r- 00 + N + n 238.2 ASB -2-3-2-L.F. - U" PVC @ 0.57 !S 8+35, 47' S AN S MU, 0. 3 RIM EL.- 0+ I.E.- 97(_" TT)I.=10.87(8"0 STA. = 8 +29.4, 46.3 LT ASB RIM = 18.68 „ NO Ili --- I .F =11.22 2 EAST) 7+00 8+00 9+00 --J L� PVC @ 0 -------------- . � X/ _0+67, 4.7' SAN, W. MH 1, 2 RIM EL.= Ot I.E.-,.71(8 _ ) -9.61(8'°OU 10+00 1 1+00 ST °. 7-10 t 07.v y t .7 ASc RIM = 18.92 1.E = I�-.113 (Q �WES'T) I.E.= I:). i 1 (8EAST) SANITARY SEWER PROFILE 1"-40`(H.) 1"-4'(V.) SHALL BE IN ACCORDANCE WITH APPLICABLE PORTIONS OF APWA SPECIFICATIONS - SECTION 61, "TRENCH EXCAVATION, FOUNDATION BEDDING AND BACKFILL." BEDDING MATERIAL SHALL CONFORM TO APWA SPECIFICATION 61--2.03. SPECIAL NOTE SHALL BE MADE TO APWA SPECIFICATION 61-3.02 REGARDING DEWATERING EXCAVATION DJRING CONSTRUCTION. THIS RECOMMENDATION IS SUBJECT TO CHANGE UPON EXCAVATION OF TRENCH IF UNSUITABLE SUB -SOILS ARE FOUND WHICH LIMIT STABILITY OF BASE MATERIAL. A SOILS ENGINEER SHOULD BE CONTACTED FOR FURTHER RECOMMENDATIONS IF CONTRACTOR ENCOUNTERS UNSTABLE SOILS. CONNECTION PER SPECIAL NOTE EXISTING 27" RCP Ir) \\ LO Q NEW 8 11 pVC 0)I � \ lf'i J W 0 I . E 6 .r. M �9 'IfCc _ - � �-, �P..( �z >- 20 3�.4 roc Yrs Li J > CONNECTION �- -15 DETAI L co N. T. S. LLJ J _- U 10 CC �?ECT TO EXIST. - -- -,I @ EI_ . 7.64 - --- -- 5 12+00 13+00 STA.=12+93.1, 46.7 LT. CONECT TO EXISTING 2710 RCP ASF, RIM=19.2C I.E=9.09(8':WEST) I.E.= (27") 6.85 I.E.=8.97(8'�ENE) I.E.- (8") 7.64 3 005 {Lt _• ADDITIONAL MH SAN .-.;^:RL' I.!O . - STA= 13{ I.F i.S, 5 4. 9 LT. R-I,-- EL. ATC':` EXIST. GROUND, ASB RIM = 19.00 I.E. 8 I.E.=8.54(8"W SW) 8.35�8 TLIT I.E.=8.41(8 E ST) 1 _ r ZD APPROVED: DATE: DfRECTOR OF PUBLIC WORKS CITY OF RENTON G =NERAL NOTES: All work materials shall be in conformance with the standards and specifica- tions of the City of Renton Utility Department and the latest edition of the APWA Standards and Specifications. :. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. a. A preconstruction conference and twenty-four- hour notice will be required prior to starting new construction. 4. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. 5. All work shall be accomplished in accordance with the Washington Industrial a Safety and Health Act (WISHA). E. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor's responsibility to notify the Utility Department I 24 hours in advance of backfilling all construction. SANITARY SEWER NOTES: 1. Types of pipe and fittings that can be used for sanitary sewers shall be approved by the Department of Public Works. Rubber or neoprene gaskets as specified by the manufacturer shall be used on joints. 2. Call 235-2631 for information when building sewer is ready for inspection and testing. Building sewer and side sewers shall be tested per City specifications. Make the connection at the building. Do not backfill the ditch until approval is given by the inspector. 3. Install side sewer with 24" minimum cover. 18" cover is allowea at the building if outlet is shallow. 4. In unimproved areas, manhole to extend minimum 6" and maximum 18" above finished grade. In paved area, cover must slope in all directions to match paving. 5. Manhole ring and cover to be 24" clear opening, equal to Olympic Foundry Co. No. 5822 with solid lid except for one 7/8" diameter lift hole 8z" from center. Cover shall have wording, "Sewer" for sanitary sewer. Manhole located within easement shall have bolt down (iockinc lid) ring and cover equal to Olympic Foundry No. 5943 WS-L. 6. Manhole shall be 48" inside diameter, 5" wall thickness, to accommodate sewer pipe through 21". Manhole wall shall have not less than 0.12 square inch per lineal feet circumferential reinforcing steel bar. All precast sections shall conform to ASTM C-478. 7. All manhole joints; use a confined round rubber gasket meeting ASTM C-443 specifications. 8. All holes for inlet and outlet pipe shall be blocked out at the time of casting sections unless the walls are to be coredrilled. ' 9. All pipe through manhole wall shall be 0 ring rubber gasket meeting ASTM C-478 specifications, in a manhole coupling equal to Johns-Paanville. Manhole wall may be core -drilled and conical type flexible seal equal to Kor-N-Seal can be installed. 10. Precast concrete items may be supplied by the following: Associated Sand and Gravel Everett Concrete Products Town Concrete Pipe, Inc. Renton Concrete Products 11. All construction shall utilize a Sliding Coffer Dam or e uivalent to protect the existing watermain as practicable. 12. Contractor shall coordinate with City of Renton for shut m of existing 12" watermain for construction activities. Watermain sl I be rtactivated after construction hours each eventing. 'SAN'. A, FOR M''N 1 C ! PA= P' ' L ; C 'ON-- - e� STR!: CT I ON 1 ° via i G`nRG_ ',-)RYSDALE L . S .462?_5 (r ATFE, aJ�44* ft �OJ'JnQ ( STAMP W 3 11/20/85 JCM IDS Per City of Renton T T Jw -nsector 2 5/ 3 '8E REVISED PER METRO REVIEW 1 410i85 ?EVISED PER CITY REVIEW NO. DATE BY CKD. APPR. REVISION Barghausen DESIGNED DRAWN X. %J� %onsu�ti�Engineern s Inc. CHECKED Land Planning, Survey & Engineering Specialists APPROVED 6625 So. 190th St. Suite 102 • Kent, Wash. 98032. (206) 872 -5522 DATE-&�g5 For: SCALE PROPERTY MANAGEMENT SERVICES HORZ. 18902 DES MOINES WAY S. 1 "-40° VERT. SEATTLE, WASHINGTON 98148 1.]-�4 SHEET Title : YUKON OFFICE SUPPLY 1 OF JOB NO. "ANITARY SEWER PLAN PROFILE 1150