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HomeMy WebLinkAboutR-4097180 N z U c) U n Ln 0 CD CV CD CV CV N E 0 0 cn cn I 00 00 c N 00 00 / CD CD CD uj z J � MANHOLF. FRAME AND COVER PER STD PLAN 401- AD,JOSSTMENT RINGS AND hh )fRTAR JOINTS SEE P40TE 5 Mill To 2` MAX- I � � T x p R q 9 v a c' P � y 9 aV A ❑ ❑ � q❑ � q b O r t V R . V❑ p � v 4 � I] T 5; 1- STEPS TO BE PDLYPROPYLENE SAFETY STEPS- 7- STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL HE PER STD. PLAN 401. 4. MANHOLE SE,CIONS TC BE OF REINFORCED PREC,A`IT CONCRETE. 5. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 1DG. TIC USE OF HIMS IS PRC1H]B+TELL_ 6. SANITARY SEINER MANHOLES SHALL HAVE ALL INTERIOP SLIPFACE . INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WA,SEER IAA'"—SHIELDCGAT I(j0 OR APPROVED E4l1AL; COLDR OF COAIING SHALL ICE VYHITE- 7. RIBBER GASKETE:T, JQIN'15 SHALL RE IN CONFORMANCE +N1TH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE- 0 0-lH*JE'7Wl1,IS TO MANH-II_F SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL &_ -•- _ = i =-PPD EL' E -1 AL IU, 1i,; 'L1,IIIVPR3- EO fARL-AS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OR 124' AEIOVE FINISHED GRADE OR MOST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAvED AREAS, COVED MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. �g STD. PLAN! - 400.2 PU BUC WORKS SANITARY MANHOLE APPR�VT. 19 DEPARTMENT SHALLOW GAZ 9/1i/2019 RATE SEWER NOTES AND DETAILS OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 47 TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON A SEAL WITH AR 4-000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING 2'-4 MORTAR JOINTS} (3/8- M;N.) SEE MOTE 3 AND SPECIAL PRO14SON 7-05.3( t )- rAICHED AREA l2 PLAN NTS DIA.--4 . DEPTH OF CLASS *W ASPHALT T4 BE 2' BELOW BOTTOM OF THE UPPER ADJUSTMENT RING OR A MINIMUM OF 8" M+CHEVER IS GREATER. ADJUSTMENT RING (1' MIN,) OR BRICKS. SEE NOTE 4. SECTION A —A NOTES 1 REMOVE PAVEMENT AND BASE MATrERIALS FOR A DYSTANCE 3. ALL JOINTS BETWEEN THE CONE, AMWSTMENT RINGS, WHICH IS EQUAL TO THE 01AMETER OF THE FRAME PLUS POUR BRICKS AND FRAME SHALL BE GROUTED. FEET. ADJUST CASTING FRAMETO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN 4. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE 400.1. ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS. BRICKS AND MORTAR ONLY. BRICKS SHALL BE 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8` OF STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND- THE CLASS "B" ASPHALT OR TO A DEPTH THAT IS 2" BELOW THE USE 4F SHIMS ITS PROMBITE.O. BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS GREATER OR AS APPROVED BY THE ENGINEER. SM. PLAN - 400.4 {i PUBLIC WORKS UTILITY COVER APPROVER: ADJUSTMENT FOR DEPARTMENT MENT PAVEMENT OR OVERLAY fl �� Haas u�wr.... DATE 2 PER COR COMMENTS DATED 6/8/20 DC 1 PER COR COMMENTS DATED 10/31/19 DC NO. REVISION BY SURVEYED: TSL DESIGNED: DSC 6/10/20 DD DIN: DSC 12/2/19 DD CHECKED: DD DATE APPR APPROVED: DD SCALE: Mll-'rHOLES — 3 PLCS Er;II.IpLLY �F�=EII 1�1;• APAP T ON 1 r 1h' c 58Crn DIA D.E r`-E-E DETAIL+ r EI S EWE COVER & FRAME PLAN VIEW 25' D1A, 1635r-iml I` 3/4' L { • _I IE22mnl 164nml T iF COVER SECTION VIEW 2.E- ]/--' I]TA [ E Trrl 25 1/4' DIA rG4tmrF.i 1 1/16-' — I.. LGmrr} DIA E27r�rr] NEQPRENE GASKET 6" � 1.152 riml 1 afa' [ 1 CL OPEN 27 5/16' DIA US941 ml 34 1/8' DIA COVER BOTTOM VIEW B L T SOC. (AI-LED 51s"-11 x 1.5 S5 RUBREF WASHER BOLTING DETAIL rGmm1 L S*Im] n7 GASKET GROOVE DETAIL C867mM] NOTES: FRAME SECTION VIEW 1- ALL COVER SHALL BE LOCKING Llro PER F�'ZT JORDAN IRON WORKS INC. No 135717CI CIF . 2. USE FRAME AND COVER FOR STORM (SPEu I "DRAIN" ON COVER), SANJTARY (SPE-^,IF Y ''SEWER"). OR WATER (SPECIF'f "WATEF STD. PLAN - 401 '~ PUBLIC WORKS DEPARTMENT MANHOLE FRAME AND COVED GAZ 9/11/2019 � P.ecc�— DATC VERTICAL, NAVD 1988 N/A HORIZONTAL, NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. R-409518 42009 F6'/STE�� SloNA L ECG 9-21-20 V E 8 • i d � t .= � O V) A�A ii C W cN O M ul C Q 00 r-4 M — C: Q t Lr) � a...; N /c�� W O V � (3)c`�I Y o "t r S-409702� IN COMPLIANCE WITH CITY OF RENTON STANDARDS WASTEWATER UTILITY Ann Fowler 11 /13/2020 ,-1 � wl a ro DEVELOPMENT ENGINEERING c Nathan Janders 11 /12/2020 SEWER NOTES AND DETAILS DALPAY SHORT PLAT DALPAY PROPERTIES, LLC. 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 NNE C O DATE: ^ 6/18/19 V) FIELDBOOK: PAGE: DRAWING NO: /1 I� uj SHEET:C16OF: 18 A op