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Home My WebLink AboutS-397506► L M Z O U) Z W x W W W U) N� li Q a W O C� U. W 2 (n (.D Z_ W W Z (D Z W 0 U Z 0 N Z W X W it W w (N `1 Q W CD (Doow oo �rnrn /o ocw W W W LLI comma Z ~ ~ Z J¢O(W 7' 1 NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINTS) (315' MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C--443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. A, B, .C, D, Er 48" MH 48'' 1 5" MIN. I 5"MIN 1 2+4" MIN, 1 21" I.D. 54" MH 54" 1 8" M[N. 5-5" MIN, 24" MIN. 1 24" ].D. 5T MH 60" 1 B" MIN. 1 6" MIN. 1 42" MIN. 1 30" I.D. NOTES; 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS, 2. STEPS ARE TO BE rN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5, ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR QN1.1 BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEW]EP MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE. 6. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE VATH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12' ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. � x o Sm. PLAN - 400.1 ■ PUBLIC WORKS STANDARD SANITARY MANHOLE DEPARTMENT tn�,T SEPTEMBER 201I STANDARD SANITARY MANHOLE NTS RECESSED Not to Scale LIFT POCKET o t� FRAME n 3/4" LETTERING "SEWER" -O" I OIAMETER I 2'-0„ SEWER (2) BOLT SOC. (ALLEN HEAD) 5/5" -- 11 X 1,5 STAINLESS a E� rSTEEL REF. PART #00,381177 1 -3/16' 10-1/z" 8" CLASS "B" 5/8„ ASPHALT 1/4" 12-1/2"� - -T1-1/8' 2-1 /4" BOLT DETAIL CAST IRON RING AND COVER 45' (1/8) BEND 45' (1/S) BEND SAND OR EXPANDABLE FOAM PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES, 1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-O" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER, STD. PLAN - 403.1 • PUBLIC WORKS ill OR 6" CLEANOUT AR4YELr DEPARTMENT FOR SANITARY SEWER MAIN ADJUSTMENT RINGS (2" MIN,) SEE NOTE 6 MORTAR JOINT(S) {3/8" MIN.} SEE NOTE 5 � 6 p SE 1/4, SEC. 03, TWP. 23N, RGE. 05E., W.M. MANHOLE FRAME AND COVER PER DRAWING 401, 6., ti 24" 1 io IF I 12" w m d >r V j 4" T 54" b •� v a as 'r o a 7 V 7 v b o 9 v 4" MIN. TO 12" MAX. D G., NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED- 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ❑NLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR T/2 BOND. THE USE OF SHIMS 15 PROHIBITED. 7, SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED {SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE, 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. IT. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE- ;N PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING- PUBLICWORKS SANITARY MANHOLE STD. PL&N - 40D.2 DEPARTMENT SHALLOW SEPTEMBER 2011 STANDARD SANITARY SHALLOW NTS W (SEE NOTE 7) LIMITS OF PIPE ZONE V1111111111i/ -oll BEDDING MATERIAL FOR SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL �v 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 7-013 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)r OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER A5 TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STIR. PLAN - 40S ■ PUBLIC WORKS PIPE BEDDING "PP "5 DEPARTMENT FOR SANITARY SEWERS a wti, wre 6rATE 8" OR 6" CLEANOUT PIPE BEDDING FOR FOR SANITARY SEWER MAIN SANITARY SEWERS P= E NTS 6 NTS An Engineering Services Company 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 Civil I Structural I Planning I Survey paceengrs.com EOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586mm) DIA B.C. (SEE DETAIL) t� R E NTDN SEWER COVER & FRAME PLAN VIEW 25' DIA. C635mm7I' 3J4' [191nn] } 8 3/4' L 2 1/2' I222mml 164mm7 TYP COVER SECTION VIEW 26 112' ILIA L673mm7 25 1I4' DIA 1/4' (bmm) DIA C27mm] NEOPRENE GASKET I r 6' f 115E aril 5/8' 23 3f8' DIA CL OPEN C16mm] E594mm] 27 5fI6' DIA C694rlml 34 1/8' DIA COVER BOTTOM VIEW (3) BLT S{]C. CALLEN HEAD) 5/8-11 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' I6mn] E27nrr] J f E3nm] II8' CR3m n] GASKET GROOVE DETAIL 1867mm] NOTES; FRAME SECTION VIEW 1, ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC- No, 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). STD. PLAN - 401 PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT DECEMBER 2008 MANHOLE FRAME AND COVER NTS Al, L 1L,RN5 SHALI. By MEANS OF A WYE WITH CLEANGUT AND 45' BEND_ TWO 45' BENDS SHAH NOT BE 4" 13END AS REQUIRED (NO MCRE ACCEPTABLE- (SEE NOTE 11) THAN 45 BEND). EVERY 24D 4" CLFANOUT WYE 'MTti CHANGE IN DIRECTION OR GRADE 45. BEND AND PLUG. WILL REQUIRE A SuprACE (SEE NOTE 11) CLEANOUT WYE. (SEE NOTE 11) 7 s a Hr+USF o I HOUSE �I HOUSE oI HOUSE 3-0" FAIN, I: 4" SEINER PIPE SURFACE CLEANGUT 6"x 6-.6" WYE (SEE STD PLAN - 407) �_ �" SURFACE v CLEANOUT WYE (TYP]CAL) A" TEST TEE WITH �RL13C 4" SEWER PIPE, SEE NOTES 2 AND 3- MINIMUM LINE 512E FOR 4" WYE WITH rACE UP ❑T1iER THAN 5INGLE FAMILY IS 6•• L1 [TYpiGAL) PROPERTY LINE CLFANOUT PROPERTY LINE 3' MIN. u U fi"w 4" REDUCER ,a ? F F (TYPICAL) F MAIN SEWER LINE NOTES: x IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING 1. Prior to lnstailbtlan of o sanitary sewer conneaflon, a side -sewer x FL000 LEVEL RIMS LOCATED 9ELOW TiiE ELEVATION pmm.t must he. purchessd from the City of Renton Puhllc Works o OF THE NEXT UPSTREAU MANHOLE COVER OF THE Department. PUBLIC SEWFIt SYn TEM. A BACKFLOW PRFvENTION ?t5 z DEMCE SUCH AS CLEAN CHECK EXTENDABLE q BACKWATER VALVE OR APPROVED EQUAL SHALL BE 2. Types of pipe and ri tingB. treat con be used for sonlivy, sewers `n INSTALLED ghdll ba dppravcd by the Department of Public Works. Rubber or m nevprene gaskets v5 specified by the manufacturer, shall be - 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) used an pints. TEE OF APPROPRIATE SIZE - "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL 90' BEND 3/4 THE DIAMETER OF THE DOWNSTREAM PIPE NOTES -. AN TA 1. SANITARY SEWER MANHOLE DROPS ARE ONLY TO 6E USED UPON APPROVAL BY THE WASTEWATER UTILITY SECTION. 2, ALL PIPES AND FITTINGS SHALL BE SIMILAR SIZE AND MATERIAL AS INCOMING MAINLINE. 3. MINIMUM S1ZE 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 60DIAMETER 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 8" 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 -- 4D8.2 PUBLIC WOj?xs INSIDE DROP CONNECTION ?rlavw; DEPARTMENT FOR SANITARY MANHOLE j ° oa INSIDE DROP CONNECTION FOR SANITARY MANHOLE - 4 NTS FAW 2 . O w SURFACE CLf ANOLI7 3 A minimum grade of 29. (1/4" per foot) must he maintained �1 /J m � a"x i"x4" WYE with a" p[pe. In the event a 2% ordde GdnnDt be maintained, the owner must sign a City of Renton grade release form and then 4" PIPING can install 8" pipe at a grade cf 17. BAN 80ILDINS DRAIN FOR 4_ For inspection of side sewer, [❑II 24 hours In advance- The LOW ELEVATION HOUSE Inspectlon phone number is on the 51de sewer permit. Site must be ready for inr,pec Llon and represnntotiva on site when Inspector arrives ❑t ❑ppainled time- Slde sewer ❑nd stub shall be tested per Clty speciilcafivns Make the connection of the M A1N TO pROPEit TY LINE S'-0'• house_ ❑o not ba❑kflli me ditch until approval is given by the PROPERTY LINE FROM THE HOUSE BUILDING DRAIN Inspector. Final approval will be granted oFLer the e.isfing septic SIDE SEWER 9UIL]71NG SEWER Z_8• tunas has been pumped out ana Filled with sond- 3'-O'•IAIN. TO 3-0 5- Inst D1l side sewer with 2' minimum cover. 15" cover is allowed O _ at the house if outlet is shallow, U) I 5. If side sewer stub is nut avalfeble. The awner en¢ft be rNn m rn a m > ¢ reap Dn¢ible far its instal per atdr,ddrd drawing 406.1, All • inm - u, aos i n ' A A - work within street right-of-w❑y shall be done by o Ilc°nsed ❑nd o n m? % x A n o bonded cdretroctar, z o e a ` mo nt r°tn m n + o n P 7- All work shall ba uccompi!rhed in accordant[ Wlth the Washingtan Fn n o m r m? " a a r" nn Indushial Salaty and Health Act (V511A) Lu rn p n z JN I� N uI a A vl c c 8. A!l trench restoration !ar sloe sewers in the public right-Df-way y u shell canforrn is the most current trench restprctlon q, z rn m n r-piremants as In the Rerntan Standard ➢mwings. 'Y` ,m I arjrnr z a o onun 9 Ail bullding sewer and side sewers shall have beading Inuj ay C y otrordodta with stonddrd drawing 405_ A x 10. There shall be a minimum at Foot hvos and seporasion het wean RECORD DRAWINGS Au ry s❑nii❑ry aide sewers ❑nd water services and ❑ minimum 5 Taal • horlrpntai separaflon between Santiary Side sewers and al other c1 util itres. W D 11. The aledn❑•ic at 7. The clear -Way shah be installed per S-397506 CALL FOR LOGAl10N5 BEFORE YOU DIG Standard Plon 4D7, The clean out of the buZoing shall be 49HR LOCATORS 1-800-424-5555 Installed to surfoce rade. All alher cle❑noute shall be installed tc within 12" of the 9arfoce. a Lu TYPICAL BUILDING SEWER SM. PLAN - 408.2 IN COMPLIANCE WITH CITY OF RENTON STANDARDS U)PLTBLIC WORKS FROM PROPERTY LINE TO DEPARTMENT BUILDING CONNEGTION _•�„ AUGUST 2013 TYPICAL BUILDING SEWER FROM Q PROPERTY LINE TO BUILDING CONNECTION IL NTS SURVEYED: DESIGNED: DRAWN: 1 REVISED PER CITY COMMENTS DATED 10/4/2017 BM 10/5/17 CHECKED: NO. REVISION BY DATE APPR APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CALL BEFORE W YOUD;G 811 UNDERGROUND (A) DATE: O CITY OF FIR GROVE PARK SEWER EXTENSION 2017/10/09 RENTON NOTES & DETAILS FlELDBOOK: PAGE: r DRAWING NO: Planning/Building/Public Works Dept. 5325 NE SUNSET BLVD, RENTON, WA 98049 C3.02 CID rDfN%l= DADA CC1A/CD CYTCAI42Ir1Al SHEET: i+ OR LL PACE JOB NUMBER: 17430