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HomeMy WebLinkAboutR-4097450 N law I 0 0 0 0 z w ai a U n CD n N 0 N Cn 0 3 a 0 U) I 00 00 r mi f a 00 co r- / 0 CD CD r- W/ m Z MANHOLE. FRAME AND COVER PER STD. PLAN 401- I ADJUSTMENT RINGS AND MORTAR JOINTS � SEE NOTE 5 � - 4" MIN TO Q � 9 -� 12,E MAX. � A ' O X a tr JC Q 4 ` � tr � R 4 r a p 9 V Gj 4 v V � hG tr 4 b O 11 a a a a ¢ b v 4 11 [OT S- I STEPS Tea BE PQLrPRGPYLENE SAFETY STEPS STEPS ARE TO EL IN PLACE BEFORE MANHOLE '=ECTIONS ARE INSTALLED. E CASTJIAG SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED FRE_A5T CCNCRETE. 5. ADJUSTMENT OF THE CASTING T17 GRADE SHALL BE -ER STD PLAN l D6 TTI E USE OF SHIMS IS_PRQUDITED 6. SANITARY SEWED MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INC'•_UDING CHANNELING. COATED (SEALED) WITH A HJCH SOLIDS URETHAI%IE CRATING; WASSER M;-SHIELI7CGAT 100 OR APPROVED EQUAL; COLOR OF COATING SMALL BE WHITE. i. RUJ EVER GASKETED ,JOINTS SHALL BE IN C[)ix1FGRIViANCE WITH ASTA•! C-443. 6. CHANNEL HEIR H7 SHALL BE A MINIMUM FjF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OP ARPRCIVECr EQUAL 10. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAxWl-!M DF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS. O'OVEP MI.15T 5LOPE IN ALL CIRECIRDN ; TO MATCH PAVING. L—Z' g STD. PLAN! - 400.2 VAR) PUBLIC WORKS SANITARY MANHOLE �V . DEPARTMENT SHALLOW AZ 9/11/2419 I Nksov DATE ASBUILT SEWER NOTES AND DETAILS OF DALPA Y SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 1 1 ASBUILT SEAL WITH AR 4-000 DiR APPROVED EQUAL AND DRY SAND AFTER PATCHING Mf}R ..r u NOTE 3 AND SPECIAL PRONSONL 7-05.3( t ). PAICHEO AREA PLAN NTS 13MCK5. SEE NOTE 4. SECTIGN A_ -A NOFES 1 REMOVE PAVEMENT AND BASF MATERIALS FOR A DISTANCE WHICH IS EQUAL TO THE 01AMETER OF THE FRAME PLUS FOUR FEET. ADJUST CASTING FRAMETO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN 400.1. 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF W OF CLASS'S* ASPHALT OR TO A DEPTH THAT IS 7 SIrLOHI THE BOTTOM Of THE UPPER ADJUSTMENT RING WHICHEVER IS GREATER OR AS APPROVED BY THE ENGINEER. r_l DEPTH OF CLASS "13" ASPHALT TC BE 2' SELOW BOT70M OF THE UPPER ADJUSTMINT RING OR A WINIMUM OF 8" WHICHEVER 15 GREATER- 3 . ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS, BRICKS AND FRAME SHALL BE GROUTED. 4. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS. BRICKS AND MORTAR ONLY. BRICKS S"k-L BE STAGGERED TO CREATE A RUNNING BOND OR V2 BOND. THE USE OF SHIMS IS PROMBrnM. _ STD. Pl" - 400.4 {a PUBLIC WORKS TYPICAL UTILITY COVER APPROVED: *• �+ ADJUSTMENT FORaEpARTMENT PAVEMENT OR OVERLAY o �� P,,..,.,•, DATE REVISION SURVEYED: TSL DESIGNED: DSC DRAWN: DSC EN 1 1 /19/21 DD CHECKED: DD BY DATE APPR APPROVED: DD SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY B[aLiHC1LkE - 3 PLC$ ➢IA E.C. (SEE 1 _ T„i1_ I( R E�/ 1fI I''I SEWER COVER & FRAME PLAN VIEW COVER BOTTOM VIEW L �Srlr7a I' r'35❑E ' BLT tALLEN HEAD) F- PU.BbEP WASHER a sr4r � 2 112, IF22 ml I64mnj TiF COVER SECTION VIEW 26 lic" A!A Ic73nn] 25 1/4` WA [�41r�3 I I/1Ti' lf'4' l6mrP DIA NEDPP.ENE GASKET 6' L1'72m ] `8- f 2 3 3Y S' DIk CL OPEN r lr.,rlr7'I [��r�r,rll e, LIM [694mnl 3s I.L.• 13IA BOLTING DETAIL L3mriI L�ar~M] J GASKET GROOVE DETAIL F9e 7Mn-1 NI:;1 ES: FRAME SECTION VIEW 1. ALL COWERS SHALL DE LOCK{ NC- UD PER EAST )ORDAN IRON .WORk;S INC. No 37T7C'1 OR Efill-,AL 2. USE FRAME AND COVER FOR STOPM ['-.PEC1= "DRAIN'' ON COVER), SANITARY (SPEr:Ir "SEWER"). 014 WATER (SPEC'FY "WATEFApolkilk ; 5TO, PLAN - 401 • PUBLIC WORKS PPROVE[7: DEPARTMENT MANHOLE FRAME AND COVER GAZ 9/11/2019 PILI• DATE VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM • CITY OF RENTON Planning/Building/Public Works Dept. R-409745 W-409707 11-19-21 V E V i C N t .� Z) O C � � !` uu N N M u) i Q 00 N C Q LLO t Ln +.; f V cMv W O U Or (1) Y"t N IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT SEWER NOTES AND DETAILS DALPAY SHORT PLAT DALPAY PROPERTIES, LLC. 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 Q J 0-00 00 ry- r ® T) Z Z DATE: 1 1 /19/2021 c� m O FIELDBOOK: PAGE: J W DRAWING NO: 0 SHE Er:C160F:18