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Home My WebLink AboutR-408540N DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOFBBBB7 7' 'q0I 10 5i_ALL MANHOLE FRAME AND COVER SFF S-0. PLAN 421 A-:,:11STM-N- RINGS ANC M:)RTA.R JOINTS ';Er NCIE 5 CONE (ECCENTP.C) RURFIFR ',ASK-TF) J',)IN-C IN ACC HL)D %NCL 'Ad ti `,,SAl C �d,) STEPS - PC_" F'RCPYLENC STEPS SHA__ BE INCL-DEC CONCRETE RRISER. B'" ,IPE INC OR APPROVED ECUA_. - v.D-R P IY ROPYLENE ,HA-_ Bt A LACHED TO MAN-OLE MAX. PIPE SIZE - 'E' CONCRETE S-ELF PRECAST BASE SECTION. OR CAS- IN SHE_=. A, B, ,C, 'D' ,E, p � 4, h,H 18 - I�• b M J. 5 , •.1L• J 21 tv SIN I C. "4" MH 54" 8" MIN 5.5" VIN. 24" MIN. /4 L ?. 5C" hA 5l' 8" MIN "MIN_ 42" MIN, 30I.U. NOTES: I. sTFPS TO BF POI Y-RUP rl F'",F Fr ` TFPS. 2. S I EPS ARt 10 BE IN PLACE B F ^ ' ° FdHCLE SEC I IONS ,"•.RE NS I ALLED. 3. CASTING S ALL BE PE: STD. F- 4. "AANHO17 3ECTICN= TC BE OF F =ED PRECAST CO\CRETE. 5. ADJ_STM. NT OF THE CASTING L- SHALL BE PEP, STD PLAN 106. TH= USE C= SHIMS IS PRGH'31TED. a SANITARY SENiER MANHOLE",`:H�.11- ,E ALL INTERIOR tiURFACES, INCLUDING CHANNELING, COATED (SEALED) 'N TH r, H :;H _i � URET-ANE CU ATING; AASSER MC -SHIELD; CAT "CC OR API'RO'•/ED EQUAL COLOR OF C.C;A III'J:_ SHALL BE 'A"HI-E. r , RUBBER GA.SKETEC JCIr T -A.I 1_ BE IN C:�NF')Rh,'ANCE ,.ITH ATM 4L? 8. 'CH,AN\EL HEIGHT SHALL E MIN MUN OF 3/4 OF TH- INSIDE DIAMETER r__ THE _ARG, S'T =11`= 9. C'ONN_CIIONS IO VANHL__ SHALL BE MADE USING GI'K AI2AIPICN. -'JN `, _EAL BOOIS OH A.PPROV'FFI FJUAI 10. IN UNIMPROVED AREAS, M.AN-OLEO, SHALL EXTEND A MINIMUM O- 6" AND A r14' IVUt•A 07 12" ABOVE ` IN SHED GRADE OR MUST HAVE A MI\IMLJr.1 2' DIAMETER CCNCF E F I I r I I FF -.F =.D= N PAV-D AkLAS, COVER MUSI SLOPE IN ALL -IRE! (IONS 10 MATCH PAVING 11. MANH LLI CVL. 20' DtFI SHALL BE A VINIhaUH OF 60" III _�I'tNEI R. D� STD. PLAN - 400.1 •�. PUBLIC WORKS PROVED: DEPARTMENT STANDARD SANITARY MANHOLE GAZ 9/11/2019 1 a.cswa+�wmn'^u, DATE 1 STANDARD SANITARY MANHOLE NTS DocuSian Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOF8BBB7 2:12 P r<q r--i-r---------- I�� EX. SEWER MAIN PROPERTY LINE F IIIz IIAS NEEDED) iii1 3•-0" MIN.WER STUB I FUTURE 4" SIDE SEWER tjj i2"x 4" STUD MARKING POST PAINTED 6" CAP WHITE WITH THE WORD "SEWER" STENCILED EE X 6" TEE i i i i I IN 3" HIGH BLACK LETTERS AND g6 WIRE I I I I• w WRAPPED AROUND THE STUD AND I I I SIDEWALK I • z EXTENDED TO THE TOP OF THE STUD. COUPLING (TYP.) L_J_L___-_----J : Q ta, 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER i (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD. CONCRETE PAD TO BE 8" IN DEPTH. i 1 L___J BEND AS �� g" REQUIRED /'EXISTING SANITARY -a / SEWER MAIN �-2.07.. MIN. SLOPE \\ ! \ ` FUTURE 4" SIDE SEWER �6" SEWER STUB `6"X6"X6" WYE FUTURE 6"x 4" REDUCER SEWER MAIN 512E X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC.); CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). F. HDPE - CORE -DRILLED WITH A ROMAC SADDLE. "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER. G. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. OVA 3000 CONCRETE X /Ny BLOCKING _-- 2% M / / CONOE� _2q; MIN SLOPE HORIZONTAL I 6' TEE 6" MIN. SEWER SEWER MAIN MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN BETWEEN 25' AND 45' TYPICAL SIDE SEWER NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. PUBLIC WORKS SIDE SEWER STUB STD. PLAN -406.1 .a�• APPR °' P„ DEPARTMENT INSTALLATION GAZ 9/11/2019 1 VtOF (SEWER MAIN TO PROPERTY LINE) ruuxwo.�adml DATE SIDE SEWER AND CLEANOUT INSTALLATION :12 DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOFSBBB7 MANHOLE FRAVE AND COVER PER STD. ILAN 401 AD,•U .TV T RINGS AND r,4CRT `R ,.CANT SLL NOIE s • '� 4" hAIPJ. TO 12" MAX. 24„ a° \ n e u L d � OL 1L' N is + W a > 4 a ° e . d V G a e d ° a v 1T 6r, NOTES: 1. STEPS TC PnI YF ,OP FNF SA -FT, STFP`;. 2. STEPS APT 1 IN P A( EFF R- MANH)F SFCTIONS .ARE INSTALLED. 1. CA`_.TIN, 'I I L =R SID. 'LAN 401. 4. I\4ANH I 1C B_ J- H.LIN FOH'C'ED 'RECAST CONCRETE. 5. AD.,II_,-= C.ASTRJG TO CONCRETE- - -E SHALL BE PER STD P-AN 106. THE ('.'--,E C,F .`_H11:.1`I IS PR.-1I-•ITED. 6. SANITARY SF1hTR A4A'JFCLES ?IAII IIA'VF ALL INT171,11.07 S. FAC ,. INCLUDING CHANN--ING, OAT ? �_E,ALED) '04TH A HIGH _DUDS URE-HANE COATING; WASSER PAC_�!d1 r ;OAT 100 OR APPROy-C FOUAI C'OICR COATING, SHAII BE *HITF. RULs3L. L,ASKLILD JOINTS SHALL 3L IN CONFORMANl L 'WIIH ASIM C-443. v CI IANPJFI FIC-11- `-.IIAI I fir .4 h•11V14✓.,'od CiF 3/4 TI IF INSI-F F)1,4MFTFR OF THE I A.RG -'IPF. 9. CCNNFCTIC)NS T) MANHOI F SHAI I BE MADE- I:SINC CPK A --AFTER, KOR-N-SFAI BOu S ON ,Al''ROVED -QJAL. - - I_. IN UNIMPROVED ,�'E � D;1'IJH�LES _H. LL TIC. A r.AINIMJha ,. b AND A. 4 11^✓.>,I OF 12" ABOVE F"V HEU JRAD J- MUol Hi`•._ A MINIMUIvi 2' UTAMETLIH CONCHE FINGS POURED AT GRACE IN AREAS, COVER MUS- SLOPE IN ,ALL DI4EC71;,NS -C' VATCH PAVING. STD. PLAN - 400.2 iR PUBLIC WORKS SANITARY MANHOLE APP a ED: DEPARTMENT SHALLOW GAZ 9/11/2019 1 DATE SANITARY MANHOLE SHALLOW NTS DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOFBBBB7 38" POST 62" 24" SEWER MANHOLE MARKER POST SEWER MANHOLE MARKER NOTES: SEWER MANHOLE MARKER POST SHALL BE EQUAL TO CARSONITE UTILITY MARKER SEWER MANHOLE MARKER POST TO BE USED FOR SANITARY SEWER MANHOLES IN UNIMPROVED AREAS. SEWER MANHOLE MARKER POST SHALL IDENTIFY THE MANHOLE AS "SANITARY SEWER". STD. PLAN - 404.2 r PUBLIC WORKS PPR D` ��1 DEPARTMENT SEWER MANHOLE MARKER POST GAZ 9/11/2019 I DATE 0 SEWER MANHOLE MARKER POST NTS C5.1 NTS coterra ENGINEERING PLLC 6413 Phinney Ave North Seattle, Washington 98103 uj ph 206.596.7115 Ld coterraengineering.com 2 DO RECORD DRAWINGS REVISION :12 PM :12 PP DocuSign Envelope ID: 7CDD88BC-CB43-439E-9366-C6DBBOF8BBB7 BOLTHO_ES - 3 PiCS EQUALLY SPACED 120" APART =N 23 1/16' C586'r TJIA 3L :SEE ➢F-AII RENTON \ O z SEWER ° COVER & FRAME PLAN VIEW r:," D C635rtP�J _ �; �' ��-srnr•�J C1`�'•Ir�J COVER SECTION VIEW 26 lit' DIA _ CG73nr^J �c 1.'4' 1 1/1G" 1 � - C�_7n-) h.LJFk-NL _ _ L I 1 6TTA t Cl�c-'r�J 1 -1 L16rrr' L59%'IgPJ y _ 27 t/.6° ICA -'94mr7 ;4 ' /C DIA_ COVER BOTTOM VIEW JLI S=L - LL__N HEAD) 3/R X 1. T S LI�13EN WAASHLR BOLTING DETAIL '✓4' 1 1/16' LSInnJ - t [P7Mm- t C3nrn] GASKET GROOVE DETAIL 67mml NOT FRAME SECTION VIEW 1, A._L _: )'.L <S -,I ALL HL L: LIP NL < L..;=-1 F_FI:AN 1-01,1 .. F �'7CI `)H FOI.141 2 I L I PAI4L AN, P_ I I,I (;PLCI Y L J )N "L I EC 1 1, F•JF� L 'r ��T vTFR7'';. pp�� STD. PLAN - 401L PUBLIC WORKS PPROVED: DEPARTMENT MANHOLE FRAME AND COVER GAZ 9/11/2019 1 2 wniK w.,x„amm„o-.,u. DATE MANHOLE FRAME AND COVER NTS DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOFBBBB7 W (SEE NOTE 7) LIMITS OF PIPE ZONE 1 -0" BEDDING MATERIAL FOR SANITARY SEWER PIPE ; O.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL 6„ BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN - 405 PUBLIC WORKS PIPE BEDDING [PP"O'VID: ,1` DEPARTMENT FOR SANITARY SEWERS GAZ 9/11/2019 I DATE 0 PIPE BEDDING FOR SANITARY SEWER NTS 4/9/21 SURVEYED: DESIGNED: MB DRAWN: MB CHECKED: PA BY DATE APPR APPROVED: SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM :12 P :12 PN DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOFBBBB7 TEE OF APPROPRIATE SIZE r SEE NOTE 6 "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL e' :r 90° BEND 3/4 THE DIAMETER OF ' THE DOWNSTREAM PIPE NOTES: 1. SANITARY SEWER MANHOLE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER UTILITY SECTION. 2. ALL PIPES AND FITTINGS SHALL BE SIMILAR SIZE AND MATERIAL AS INCOMING MAINLINE. 3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE 60" DIAMETER. 4. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 5. WITHIN A 60" DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER OF THE INSIDE DROP PIPING IS 12". INSIDE DROPS EXCEEDING 12" IN DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE. 6. "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE. IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS. STD. PLAN - 402.2 .r.� PUBLIC WORKS INSIDE DROP CONNECTION D DEPARTMENT GAZ 9/11/2019 I VR]FOR SANITARY MANHOLE DATE INSIDE DROP CONNECTION NTS CONSTRUCTOR RECORD DRAWING THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS BASED UPON UTILITY AS -BUILT SURVEY PREPARED BY DAVID EVANS & ASSOCIATES, INC., DATED 3/23/21, AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ENGINEER. 0 CITY OF RENTON Planning/Building/Public Works Dept. :12 PP R-408540 0I 0 uS r l • T a J z 0 VJ W L C) o W Ir-n n V O z 0 I- U U) z O U J_ IS Lm S-408507 w 45 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 2 WILLOWCREST TOWNHOMES EDMONDS AVE NE, RENTON, WA CITY OF RENTON CML DETAILS >z O W DATE: 7/29/19 U FIELDBOOK: PAGE: O DRAWING NO: J C5.1 `J SHEET: OF: 18 35