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Home My WebLink AboutS-338302Y cc Q 11 fr O IIr w cc LLI U 7 31 21 21 1 11 I CEDAR RIVER CORPORATE PARK SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING; COUNTY, WASHINGTON - I HORIZONTAL 6" SIDE OUTLET TEE 8'SWER *EX SOVCWafDI,IRddrs 2- (�1�1� 2 CL OF P PE LadBceAdde& 8° ATE 1y0 _ CR1 91 13_ 22.43 -6_W 8' €=19 CR= 13.13 1- 12 STORM 1[-- - 14- 21.10 NOTE: UNLESS OTHERWISE SHOWN. ON PLAN, SIDE SEWER SHALL HAVE T. 'I's ., TO BE 3/4' 0 OEPORMED "A GALVANIZED SAFETY STEFS OR EWAL ` 2:. STEPS. ARE TO BE IN PLACE BEFORE MANHOLE SECRWS ARE INSTALLED. 1 ": CASRNG TO BE PER DRAW..NO BR29. 4. MANHOLE, SECTIONS TO. BE OF mm"BACEO PRECAST CONCRETE S AL4:" NTS SHALL BE.ORWTED. - 6„ SANITARY SEYIER MANHOLES SHALL HAVE ALL INTERIM SURFACES, IHCLUgNC CHANNELING COATED (SEALED) WTM A.HIM SDUDS URETHANE WARNG`. WASSEN MC- AROSNIEID OR 6' T E_ 2 APPNOVE9 EWAL• COL. OF COATING SHALL BE M. 7. RUBBER OASItCM MNTS SHALL BE IN WNFMNANM MTM.AST4 O-H3 8.. CHANNEL HEIGHT SHALL BE A MINIMUM W 3/4 ME INSIDE DIANEIER OF ME LARGEST PIPE. SANITARY MANHOLE SHALL BE MME USN- -PK ABAPTM- KOR -N -SEAL BOOTS M 1. ALL COVERS,SHALL , - MG Na AS.S ((LOq E 2 FRAME ANO GOwt S'A 9E A;W 6,71d4T ASSEMBLY. 9. CWNECDONS M AAN APPROVED EOVAL TYPICAL DETAIL 10, M Hn ce EWAL TO ANO GREATER MAN 20 FEET ➢EER SHALL HAVE A'BUREIRACK" COMBING 12�J0 M-IE= 20147 RIV SSCO STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) ADOPTED OF R6N}BN •�aJ� - -CR =- BURIED - �ANOMO PLANS "J' -P -O �, DWG NAME: 8074 SP PAGE: 8074 P8i 7 �� "` DWG. NAME: 80711 SP PAGE: 8078 B 7 DATE "'R SIGN a APPR DWG. NAME: 8071 SP PACE: MANHOLE FRAME OVER 2 SCALE 3 SIDE SEWER -0508 _ NOT TO PRIVA RIM= IE =20.71 16 �sT sg� 6 �0 -- _ RRM SSCO M= IF .99- eLIE I - II 73fL -tb(Fs I -B' EXISTINGSMH RIM= 21.7.6 �EHEV= x-13 -5- -- -- CONNECT �RIVATE VC -- - - EXISTING _ P i VATE 4f- SkRM -4E- .... } PRIV - I 146 7 8 PVC 10 0.508 PRIVA 18 8' PVC 6' 00.50% STORM IE= x216 -PRIVATE pSSCO {g g '- MATCH D0S11NG " STUB �� PI UT)= i I P IVATE SSMFI Rlpl =24.32 1 - 1E {1N)=--1t6Di,"(i`7 EtplL>)- ,_11,50_(8 pyA1 ATE SSM _ N11� . 21 1 C5.1 C5.li 11. °(8" P + PRO PRIVATE 1 R I DE 2' MIN SSfAH M =24.26 ' 1N) - "(B - - 5506.78 C5.1 SEPERATION BETWEE4 AG -- IC5.1 6" I PRI I IE =2 PRIVATE 3 PVC 0191% ATE .27 PI PVC PVC) . • FRIVA IM IE IN� N-_53 5.09 C5• I % PVC 6' PVC) _ 3 5° � _ - 1 RIM =2.26- .,1 -E -1 - IM =24.97 = _ IE IN IF(IN)- =532 E- 5274 13.64 6° 13.47 (81 nA � 465 -1 14.53 ''" 5.117 6 VG ® =1 SANITARYy SEWER SIIUB. ENERAL- -NOTES SEE -AND-7.- N_ ' �' 2 -- --AN , U11LI IN IIES AND SOWER It OI 'E�W1P AN FIBER OF OP ®SEO- 5C LINES - _ 68 2 1 C5.1 _ N W Q N ca N N N N O N N O N O N N N MN N N °N 7 N a N N � N p 1:2 nN 4 N Uo7 ^ N V ^ N o ,n a N N ,D µ VN ' N g Obi V: ,�j NN,7 g � NO N N � µ' MO� N N � 'O?M N N � � N N ,(•? � �OO � N N N 1010 +00 1010+50 1011 +00 1011 +50 1012 +00 1012 +50 1013+00 1013 +50 10141-UU 1U14+00 lUIO +UU 1U10 +0U IUw +UU IUIo+OU IVIJ+W IulYrou IVl UU I—,-.+M -.1- GENERAL NOTES 1. CONTRACTOR SHALL CONTACT UTILITY PURVEYORS PRIOR TO CONSTRUCTION TO LOCATE UTILITIES: CONTACT ENGINEER IF DISCREPANCIES OR CONFLICTS WITH PROPOSED UTILITIES. f0 2 PROPOSED PIPE LENGTHS ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. 3. PROVDE 18" MIN. VERTICAL SEPARATION BETWEEN WATER AND SANITARY ONES. 15 4. PROVDE 6" MIN. VERTICAL SEPARATION BETWEEN STORM AND SANITARY LINES !0 5. PROVIDE 10' MIN. HORIZONTAL SEPARATION BETWEEN SANITARY AND WATER UNES AND 5' HORIZONTAL SEPARATION BETWEEN SANITARY AND STORM LINES. SIDE SEWER SHALL BE PROVIDED AT 2% MINIMUM SLOPE. 5 6. AS -BUILT DRAWINGS PROVIDED BY CITY OF RENTON SHOW EXISTING 8' SANITARY LINE STUBBED TO PROPERTY LINE. CONTRACTOR SHALL POTHOLE AND VERIFY STUB LOCATION, SIZE, AND INVERT ELEVATION PRIOR TO CONSTRUCTION AND ORDERING MATERIALS. 0 7. CONTRACTOR SHALL POTHOLE AND VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING 12" PETROLEUM LINE. POTHOLING SHALL BE CONDUCTED WITH A REPRENSENAVE OF OLYMPIC PIPELINE PRESENT. CONTACT i HOLLY WIWAMSON (425) 235 -7736, OLYMPIC PIPEUNE, PRIOR TO CONSTRUCTION AND ORDERING MATERIALS TO SCHEDULE POTHOUNG. SEE SHEET C5.2 FOR ADDITIONAL OLYMPIC PIPELINE REQUIREMENTS. 8. SEE SHEET C5.2 FOR CITY OF RENTON SANITARY SEWER NOTES AND SPECIFICATIONS. -5 r JEANWT MNG.AND CGVER SHAUl BE EAST JMBAN IRON NORKS, ING 6 INCH CLEANOUT Nn ]071. CLEAN BUT SHALL BE A WATER VMT ASSEMBLY, 2. IN UFRMPRDVEO AREAS, PWR A T' -0' MACK. 2'- B'SWARE COASPHALT ROADWAYS. ]WD, PM RE ANG THE PoNO ANB WVER.- ]. M ASPHALT ARWNO DRAWL RIM ANO ADOPTED COVER AS REWi1tE0 BY STANDARD DETAIL ORAVANC.BRJB _S CRY OR AENTON I-° 91'ANDI101 PTAN9 vRr wTa:04 /w .� 6LEANOUT NOT TO SCALE MANHOLE. FRAME AND COVER SEE DRAWING BR29 (SP PAGE 8074) ADJUSTMENT (4" MIN.) CONt RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX., PIPE SIZE - 'E' LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. U p aie __T I HORIZONTAL 6" SIDE OUTLET TEE SANITARY MANHOLE TYPICAL DETAIL SOVCWafDI,IRddrs /jj 6" MIN. SEWER MAIN LSEWER MAIN NOT TO SCALE LadBceAdde& CONCRETE BLOCKING ANGLE. TYPICAL SIDE SEWER ELEVATION 1 48" MH I I 6" MIN. I 5 "MIN 124- MIN; 21" I.D. - ' - _ OF TEE AT MAIN OVEN '25 ELEVATION- S4" MH 54" 8" MIN. 5.5" MIN. 24' MIN. - 24" I.D. -�80. MH 60" 8" MIN.. 6" MIN. NOTE: UNLESS OTHERWISE SHOWN. ON PLAN, SIDE SEWER SHALL HAVE T. 'I's ., TO BE 3/4' 0 OEPORMED "A GALVANIZED SAFETY STEFS OR EWAL ` 2:. STEPS. ARE TO BE IN PLACE BEFORE MANHOLE SECRWS ARE INSTALLED. 1 ": CASRNG TO BE PER DRAW..NO BR29. 4. MANHOLE, SECTIONS TO. BE OF mm"BACEO PRECAST CONCRETE S AL4:" NTS SHALL BE.ORWTED. - 6„ SANITARY SEYIER MANHOLES SHALL HAVE ALL INTERIM SURFACES, IHCLUgNC CHANNELING COATED (SEALED) WTM A.HIM SDUDS URETHANE WARNG`. WASSEN MC- AROSNIEID OR No= MANHOLE DE EDCI{MO ":LO PER EAST JatOAN IRON WORKS: FRAME AND COVER TA A MINIMUM 25' COVER AT. PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. APPNOVE9 EWAL• COL. OF COATING SHALL BE M. 7. RUBBER OASItCM MNTS SHALL BE IN WNFMNANM MTM.AST4 O-H3 8.. CHANNEL HEIGHT SHALL BE A MINIMUM W 3/4 ME INSIDE DIANEIER OF ME LARGEST PIPE. SANITARY MANHOLE SHALL BE MME USN- -PK ABAPTM- KOR -N -SEAL BOOTS M 1. ALL COVERS,SHALL , - MG Na AS.S ((LOq E 2 FRAME ANO GOwt S'A 9E A;W 6,71d4T ASSEMBLY. 9. CWNECDONS M AAN APPROVED EOVAL TYPICAL DETAIL 10, M Hn ce EWAL TO ANO GREATER MAN 20 FEET ➢EER SHALL HAVE A'BUREIRACK" COMBING PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW x uSE PRAME'. ANT, Cowl FON Slaw (5PWrY - 'BANM aR WNER). ADOPI�D , 4ANITARY (SPEdFY sExPn'). DR WATER (BPEaPY "WATER). ` . .max or RExrox BTANDAFD I'IANR /IB RMO,M Wad M4A ➢LV MGR- TST DATE: 04/04 STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) ADOPTED OF R6N}BN •�aJ� D FALL PAOY�CTM s15TEM IxsTALLLD. ADOPTED •!E}�� CR( OI R@RON m• _ 9TANOARO PLVi9 , I.R ➢AR:Oi /w Q. MCCQ oBj1P AaMSdd W DMOE . OMC 7 96d no °° 'wAy -� �ANOMO PLANS "J' " �, DWG NAME: 8074 SP PAGE: 8074 P8i 7 �� "` DWG. NAME: 80711 SP PAGE: 8078 B 7 DATE "'R SIGN a APPR DWG. NAME: 8071 SP PACE: MANHOLE FRAME OVER 2 SCALE 3 SIDE SEWER SANITARY SEWER MANHOLE NOT TO NOT TO SCALE NOT TO SCALE �sT sg� 6 �0 VERTICAL DATUM INAVD 881 om 54*502 SOVCWafDI,IRddrs CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON WITH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET LadBceAdde& EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN C.- dyft -IR OF AN EAST -WEST PIPELINE RIGHT -OF -WAY. ELEVATION = 18.84, SEE SHEET C0.0. - CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' L ds-y. HORIZONTAL DATUM N*b. PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW TACOMA 30 ,T A T T 98 E 23RD STREET. BEARING NORTH 89'51'58" WEST, SEE SHEET CO.O. 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL NO. REVISION ROLL 2,V.Aa RECOMMENDED CALL TWO BUSINESS CHECKED FOR COMPLIANCE I 6 /4 /ma FOR APPROVAL TO CITY STANDARDS REUSE Dr DoaAIEIGS DAYS BEFORE YOU DIG &SBOOIB WS®90 ®B[ROR LLYN THESE DRAWINGS ARE NOT TO BE BY DATE USED FOR CONSTRUCTION UNLESS BY 1 _ g 0 0 _ 42 4_ 55 5J 5 DATE ' S M 6R ffi M 31GNED BY THE REVIEWING AGENCY BY �, __ DACEY; ""YefeRH B ORZ. 1 ^ =40' NURIbMIN.•FYADD19T6 HN, CEDAR RIVER CORPORATE PARK 06/05/07 DESIMM VERT. 1"=10' • CITY OF CTH =� BEE RENTON P oRMnx �oxE Mlil DATUM aRAI�G � gFd1OR ArFM� use I Planning /Building /Public Works Dept. SEWER PROFILE, C5.1 FNTI APPS APPR " Y NOTES AND DETAILS 17 24 M5- 33M'-? SCANNED JUN282wo 0 a m o � J W W W 7 IL