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HomeMy WebLinkAboutWWP2703261.2H © N co ��- �-- o N 1 1 o LC LO O S z I • � T o o i:i � � � 3 Ci v=i V) 0 I Z n Q Ll W o � o �3 o F_ WZ Lli o Cn p% m W ~ CD W w J U co 0 a 0 a� N � C) a o® 0I~ E-+ -0 w :3 n C �p c:E E Ill \ E !_4'4040411 �'N C C C3) 00 EL I w o � �o- o ZZ a U � Q �Z w� ,N o 0 Z 3 J Z 2 O Z O O = Z in Z 0 a O 4 OZ W (n a Ja � U Q W N 8 A An I W >O w z Z Y O O V N O Q 0- d Q U L p K m i U a w z Q uj J Z u_ MORTA' FILLET A 6TH STREET SHORT PLAT THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, KING COUNTY, WASHINGTON MANHOLE FRAME AND COVER SEE DRAWING BR29 ADJUSTMENT (4" MIN.) NOTES: 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY CONE STEPS OR EQUAL, 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. RUBBER GASKETED JOINTS 3. CASTING TO BE PER DRAWING BR29. IN ACCORDANCE WITH ASTM C-443 4, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. STEPS - 3/4" DEFORMED BAR 5. ALL JOINTS SHALL BE GROUTED. STEPS SHALL BE INCLUDED 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) CONCRETE RISER BY PIPE INC., WITH A HIGH SOLIDS URETHANE COATING; OR APPROVED EQUAL. WASSER MC-CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE MAX. PIPE SIZE - 21" I.D. DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK LADDER -STD. ALUMINUM ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE 1/2" WEB 8 PL. FRAME (NON -LOCKING) FRAME (LOCKING) :] mma ,,.,D TAP 5/8"-11 N.C. ON 23" B.C.(TYP. 3 PL.) NOTES: 1. FOR NON -LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. 2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. 3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). MANHOLE FRAME 8c COVER NOT TO SCALE ' /"" x 3" x -3/8" NON-SKID PATTERN INTEGRAL ON TOP COVER (~NON —LOCKING) FOR 5/8"-11 N.C. x 1-1/4" S.S. SOC. HD. CAP SCREW (3 REQ'D.) -,-- TYP. NON—SKID PATTERN COVER (LOCKING) 1" SEAT 2" RAISED LETTERS AS REQ'D. SEE NOTE No.3 BELOW ERSIDE SHOWN FOR CLARITY '4" CORE (TYP.) ON 23" B.C. 1-1/2" CORE (TYP.) (LOCKING) STANDARD PLAN NO. BR-28 - ( �-- 1-1/4" 23-1/4" 33-1/4" SECTION A -A SECTION B-B 3/4" 72 /all _ 1_3/811 2" STANDARD PLAN NO. BR-29 A SEAL WITH AR 4000 AND - DRY SAND AFTER PATCHING PATCHED AREA A SECTION A -A CLASS "G" CONCRETE 7 REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS TWO FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING CONCRETE BLOCKS. REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH CLASS 3000 CONCRETE (3/4). FINISH PAVEMENT SURFACE WITH 2" OF A.C. CLASS "G". PLAN SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS SECTION 7-05.3(1). TYPICAL UTILITY COVER ADJUSTMENT FOR PAVEMENT OR OVERLAY NOT TO SCALE ti 7--TEE U APFROPRIA T-- SI ZL _— �:CaTE E IN`E"t STAI\LESS STEEL A,D&Ll LTA LE CLAMPII' BR.gr'A��• ,p��/`, K E 7 =1 CAR I [yy 9.04 PEN D 3/4 THE DIA.I•.I = TEFL OF THE DOWNSTREAM PIPE I SIDL DROP Ci,-N\EeT,qR TO 60" GIA, \,1A N Ld OL_ NET T() SC All F IN drf :lW_PS ARE: C"LT TO iL ' -sL UPON Af lref.)VA1.: BY TMr �. "sLL f}I"L o hNC) 9-11 tCF. BE S?*LAR S Z3 AIIJ WAI[I`]AL AR IW..LTWN: MAr1L.IS . 7. XrHT4 A C:,3 DAW£ EFt WA"l�',ALL. 71TE WA.*L► IW At OWA=4 F D 4MF7FR OT T-tE aN19D :POP PPP,,7 It 12'. '"NSIEE GP., — L% sIN;; 12- IN r.VAWFTFR CK MULI,FLL MALL K ADMEW) Ry ?-i.7 WAS'TW,47ER +.Ifit_ITv AAss' LI0' PFatjP' A I APS R D A►AETEP NAFA+"JL -i. 4, REL NER 5'ANI FS_ ITFEL Ald.;STABLE CLA IAPIND URAC-CETS; OR AFPW.LTV'Eb EWAL SEikL EF NSTAJIF7 VAI"HN 6' D6- p01H RI'Ll .4WD VIDC-, ENDS 0;� i.ACH L'f 00 PPE, IF DIRCI PFIL LLNCTH EXCEIN', 5 7FFT THFN CFNTEFP STPWS UTALL BE INST'a,17r) `AP rH A NINM:.M SFALclvr Ua 4, 1 LET ON E#NI-ER. EPA XEIS 9sALL BE ATT.%CHFD U71,J7ING STA1NLmSS :TF1m_ ri,;.r NF.J:ak RCJ:.TS, WIN. 2 EA+ AT Cf49NCr':(P� r�T� ru cio" MANHOLE 1_r ADOP11:1) €rry Or RLIsIx4 w+ �; sTaM,rTsn Fuv: DING. NAME: 3375—T SP PA5E- 8075.1 INSIDE DROP CONNECTION FOR SANITARY SEWERS NOT TO SCALE ''' -"45 Oar-' *no ... RECOMMENDED FOR APPROVAL RY BY BY NO. STANDARD PLAN NO. B075-1 CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE REVISION BY I APPR. I DATE STANDARD PLAN NO. BR-36 L L rJ =) O C }' jCIJ C Q �C � O O 0 Loa: O Q U O J iu J F- 0 N 0 L0 �L0 �0 -«r GO 00 J-0 .� .*- 4) 0 C L. O cf) -F-, J= c .c O 0) O�CL 0 ca O O Q ? C C L 6L W Z O U) H LdUV) ��KE iV Z w 4� �' Q p +4�t w Ld (7) IST88 Ir ssIONALC' a W Q I) EXPIRES 11 / 07 / „/ Z J Z REUSE OF DOCUMENTS IHIS DOCUMER HAS BEEN SIGNED ELECTRWA LY N ACCMWU TATH NAC 196-23-070 AND CHAPTER 19.34 RCN. UNAUIHOR M ALTERATION OF ANY OF THE NFORMATION ON IM DOCUMENT MUL NVAL9MTE THE DOCUMENT, MY CERTFICAT1011 AND "AVE THE WAS AND DESIM NCORPORATED HE M. AS AN NSIMAW OF PROFESSIONAL SERVICE IS THE PROPERTY OF MNL MID IS NOT TO BE USED, N NHOIE OR N PART, FOR ANY OTHER PRO,ECT MTHOUT THE NAITTEN AUIMZATM OF M BL � I � ��0 ,V // MW CITY OF RENTON NI DEPARTMENT OF PUBLIC WORKS DETAILS C5.2 z SEWER NOTES & m FILE NAME: O DESIGNED: GCH DATE: 01/24/06 203615—05. DRAWN: GCH J CHECKED: SMC SCALE: AS SHOWN FIELD BOOK:- PAGE:- APPROVED: asReeTSNe PUBLIC valelca SHEET: 15 OF: 16 0 U 0 K o 0 0 N N L .3Z<�1�s2 SCANNED Or, 2 7 ZM6