Loading...
HomeMy WebLinkAboutWWP2703961.1Z 'z (L Z• u�y, r 3 m it �� UJ /� MIj(�iL O UJ Cc O I UJ m Q -� Z CZN G Lo to ED LL m _> M W z Z ~ • d �ya� m W LU cc I a C' ICp H CONSULTANTS Site Planning - Civil Engineering Land Use Consulting • Project Management 11431 WILLOWS RD. NE, SUITE 120 lii REDMOND, WA 98052 Q Phone: (425) 285-23901 FAX: (425) 285-2389 w www.cphconsultants.com M Copyright © 2018 CPH Consultants LLC. All Rights Rest m CU LD rD W I� .B, MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINTS) (3/8" 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, NOT TO SCALE: A, B, C, D. E: 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" i_D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" LD. 0" 60" MH 68" MIN. 6" MIN. 42" MIN. 30" I.D. 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 ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND, THE USE OF SHIMS IS PROHIBITED Z. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASHER 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 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, I PUBLIC WORKS I SM. PLAN — 400.1 '■� DEPARTMENT I STANDARD SANITARY MANHOLE pRo SEPTEMBER 2011 Know what's below. Call before you W (SEE NOTE Z) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) FOUNDATION LEVEL LIMITS OF PIPE ZONE ira�J 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 DEPARTMENT FOR SANITARY SEWERS 6 DATE BOLTHOLES 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586mm) DIA B.C. (SEE DETAIL) RENTON SEWER NdDE M Uin COVER & FRAME PLAN VIEW 25' DIA. . 1635mm7 ' i° 125mm} C19f9mm] . �B 3/4' �� 2 1/2' C222mm7 164mmJ TYP COVER SECTION VIEW 26 1/2' DIA C673mm1 25 1/4' DIA--I M) DI m] i 1/16' 1/4' (6mm> DIA 127mml N_I, RENE CASKET 1 f 6' C152mmT 5/8' �. 23 3/8' DIA CL OPEN_ i C16mm1 1594mm1 27 5/16' DIA C694mm1 34 1/8' DIA COVER BOTTOM VIEW (3) BLT SDC. (ALLEN HEAD) 5/8-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' 1 1/16, C6mm7 �' r- [27mm] i/8' , C3mm7 ER ­3 GASKET GROOVE DETAIL 1867mm1 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"). PUBLIC WORKS SM. PLAN — 401 '1 '■� '` MANHOLE FRAME AND COVER DEPARTMENT fop ' DECEMBER 2008 0 CONSTRUCTION PERMIT SUBMITTAL NO. REVISION EX. SEWER MAIN ^, PROPERTY LHJ£ DOL (LENGTH AS NEEDED) Z .—. •—..—..+ o jam-'— 3•_G• 6" SEWER STU6E ;;� ! FUTURE 4' SIDE SEWER 2"x 4" STUD MARKING POST PAINTED SEWER MAIN TEE X 6" TEE I 5' CAP WHITE MATH THE WORD 'SEWER" STENCILED IN 3" HIGH BLACK LETTERS AND #6 WIRE 5 WRAPPED AROUND THE STUD AND COUPLING (TYP.) a I EXTENDED TO THE TOP OF THE STUD. I 6' 6'X6'X6' SURFACE CLEANOUT WITH CAST IRON RING AND COVER _ (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY `SEWER' ON LID), ¢ I (SEE STD. PLAN 403.1 FOR INSTALLATION) I e a..__J JM EAGLE THREADED GLEAN -OUT ADAPTER HUB BE AS & PLUG (OR APPROVED EQUAL) REQUIRED EXISTING SANITARY SEWER MAIN `� MN. OP... -3 FUTURE 4" SIDE SEWER �-6" SEWER STUB 6'X6'X6" WYE FUTURE 6"x 4" REDUCER SEWER MAIN SIZE X 6" TEE ACQLE1&WX, P1(¢C1j.ON5 TO FXISTINC SEWER MAlN A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC 'TEE` USING _STRONG-9ACK* FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). a. 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 COUPLNGS OR CORE -DRILLED WITH A ROM.AC SADDLE (Oft APPROVED EQUAL), 0, DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. f t}S 3000 PSI MIX BLLOCKING " __ G ''��},p'I", ByO __� MIN SCOPE 6„ TIC HORIZONTAL 8" MIN. SEWER /SEWER MAIN MAIN CONCRETE BED_rK G 6RUL OF gE AT MAIN BETWEEN 25' ANb #5' TYPiC�At. SIDE SEWER NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY DNE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER STD. PLAN -406.1 �•,� PUBLIC WORKS slC DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) 6 J B S SURVEYED: MITCH EVANS DESIGNED: JAMIE SCHROEDER PETER EVANS CHECKED: MJH APPR APPROVED: xxx ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY HORIZZOWAAL: NIAD 19W/IW1 DATUM — RECESSED Not to Scale j LIFT POCKET FRAME —0" DIAMETER 2'-0" 3/4" LETTERING "SEWER" 2' I I 0= SEWER - (2) BOLT SOC. (ALLEN HEAD) 5/8" — 11 X 1.5 STAINLESS �I ® D E. I I ® STEEL Ll REF. PART '00981177 =7 I # E TB" T Lf 1-3f ra-1/2" 8" CLASS "B" ASPHALT 14'�rZ-1/="� _3__. 1 „ 2-1f4414, CAST IRON RING AND QQVER BOLT DETAIL 45' (1/8) BEND SAND OR EXPANDABLE FOAM �P 9, 4 PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 45' (1/8) BEND NOTES 1. 8" AND 6" CLEAN —OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3696 (PRODUCT NO. 00369803' OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY, 2. IN UNIMPROVED AREAS, POUR A. V—C" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. A0111111116{ STD. PLAN - 403.1 �►,� PUBLIC WORKS 8" OR 6" CLEANOW avvvovco 7� DEPARTMENT FOR SANITARY SEWER MAIN 14 CONSTRUCTION RECORD DRAWING THE AS —BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR S-396108 RECORD �THERMATION CONTRAC CONTRACTOR BY IN COMPLIANCE WITH CITY OF RENTON STANDARDS MEADOWVUE ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS SANITARY SEWER DETAILS O O T� t U co O TT 0 O 1 T� J i n DA7/25/18 � FlELDSOOK: PAGE Q DRAIIIIING NO: C4.101 0 Q LU SHEEr: OP 35 43