Loading...
HomeMy WebLinkAboutR-390809(V O O 010 O O OT1 � M M 0 LLJ LLI :2/ Q Z Q H- U n -3 O rail U) 3 -o 0 z w ao 0 M c� 3 0 z z w w w z z Of / Vl Of a w 0 0 a n M_ N O r M;.i Q z J 7' 1 NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC] RUBBER GASKETED JOINTS IN ACCORDANCE vATH 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 512E - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. A, .B, C. D, ,E, 48' MH 48" 6" MIN. 5"MIN 24" MIN. 21" 1. D. 54' MA 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60' MA 60" 8" MIN. 1 6" MIN. 42" MIN. 30" I.D. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECT40NS ARE INSTALLED, 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CCNCRETE. 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, 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOUDS URETHANE COATING; WASSER MC-ARDSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE MITE. 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 4R MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE_ IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAWING. PUBLIC WORKS STD. PLAN - 400.1 DEPAR'P111E1+i1' STANDARD SANITARY MANHOLE SEPTEMBER 2011 rYa I EX SEWER MAIN PROPERTY UNE SPOOL (LENGTH AS NEEDED)- � I 6" SEWER STUDS y'. FUTURE {" SIDE SEWER 2". 4" STUD IAARKING POST PAINTED SEWER MAIN TEE K E" TEE I 6" CAP VA41TE y4714 THE WORD 'SEWER' STENCILED IN 3" HICH BLACK LETTERS AND #8 PARE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. i COUPLING (TYP.) a I �I �I �I ) I -_--_____________.._--___T_., T L---J BEND AS - E]tl5TING SANITARY REQUIRED r I SEWER MAIN r uln 5E flPE 6" SEM5R STUB SEWER AMAIN SIZE X 6- TEE 9"K6'X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT 40. 00367502 OR APPROVED EQUAL. SPECIFY 'SEWER' ON LID), (SEE STD. PLAN 403A FOR INSTALLATION) JM EAGLE THREADED CLEAN -OUT ADAPTER HUD do PLUG (OR APPROVED EQUAL) _- FUTURE 4" SIDE SEWER 5"X6"X6' W'T'E FUTURE 6"x 4" REDUCER k YTRFIED CLAY MAIN - CUT IN A NEW PVC 'TEE' LJ9NG-STRONC-BACK' FLEXIBLE COUPUNGS (FERNCO OR APPROVED EQUAL). 9. CONCRETE MAIN - CUT IN A NEW PVC -TEE' USING 'STRONG -BACK' FLE)9HLE CQUPUNGS (FERNFD OR APPROVED COVAL), C. PVC & C900 PVC MAIN - CUT IN NEW TTE USING, RIGID CDVPLINDS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SMALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. f 01 3000 PSI Mix . `G CONCRETE LOCKING r f �vo r co2% LAIN COPE NIORIZDNTAL 6" TEE B" MIN, M riER SERtiR MAIM IN C]NCRFTt: ALL]C_I[INQ AuI^Cc -OF TEE -- - - - - - IYP_CAL SIDE SEWER NOTE: UNLESS OTHERWISE 5HQWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERII' UNE OR 3-T LOWER THAN 114E LOWEST HOUSE ELEVATION, NHCHEWR IS LOWER. Apr STANDARD SWE SEWER pro. PLAN • 406.1 PRIPUBLIC WORKS INSTALLATIONApugvm DEPARTMENT a (SEWER MAIN TO PROPERTY LINEy BOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586nn7 ➢IA B.C. {SEE DETAIL) REw`I`QN SEWER COVER M& FRAME PLAN VIEW 25' DIA. [635mn] 1' 3J4'25^^] C19nm] $ 1J2' I [22anmr1r1] C64r,r17 rYP COVER SECTION VIEW 26 1/2' DIA 167 3nn] 25 1/4' MIA 1641nn] 1 lllb' 1/4' i6nri) DIA 27mm7 NEOPRENE GASKET 6' [151 nn] 5/8' 23 3fS' DIA CL OPEN 116mn] [594nn] 27 5/16' DIA 1694mn] 34 1/8' DIA COVER BOTTOM VIEW 81-7 SOC.(ALLEN HEAD) 5/8`-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' 1 1/16' A--J (27mm1 [inn] 1/TR3 GASKET GROOVE DETAIL 1867r1n] NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 0R EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON pOVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). 9M. PLAN - 401 +. + PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT DECEMBER 2008 PATCHED ART;A A SEAL MATH AR 4000 OR APPROVED ^1 r EQUAL AND DRY SANG AFTER PLAN PATCHING N 75 2'-0' OUTSIDE OM. 2'-0' MORTAR JOINTS) (3/6- MIN.) SEE NOTE 3 AND SPECIAL PROVISIDN 7-05,30 ). A DEPTH OF CLASS 'B' ASPHALT TO BE BELOW W BOTTOM 4F THE UPPER ADJUSTMENT RING OR A MINIMUM OF 9' WHICHEVER IS GREATER, ADJUSTMENT RING (1- MIN.) 09 BRICKS. SEE NOTE 4. ECTION A -A r9Tli?1'.1 1, REMOVE QAVEWENT AND BASE MATERIALS FOR ADI5TAN CE 3 ALL JCiVTSBETWEE.N THE CONE, ADJUSTMENT RINGS. WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR BRICKS ANO FRAME SHALL BE GROUTED FEET. ADJUST CASTING FRAME TO PAVENENT SURFACE U51NG R'SER RINGS QR CONCRETE BLOCKS PER STD PLAN A ADJUSTVENTOF THE FRA10F TO GRADE SHALL BE 4DD.I. ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS. BRICKS AND MORTAR ONLY. BRICKS SHALL BE 2, REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF W CF STAGGERED TO CREATE A RUNNING BOND OR It2 BOND THE CLASS'B' ASPHALT CR TO A DEPTH THAT 15 2"ISELOw THE UMOF SHIMS IS PR-DHWITE[1. BOTTOM OF THE UPPER ADJUSTMENT RINGWH CHEVER IS GREATER OR AS APPROVED BY THE ENGINEER. Lncompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 ■ Issaouah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 ISM, PLAN -- 4WA - TYPICAL UTILITY COVER APMear>sp. ADJUSTMENT FOR f �Y r PAVEMENT OR OVERLAY - 0 GATE S �MES OF WAs� <Q U'T'T co .r � Z 38285 O�SS 0NA�� RECESSED Not to Scale LIFT POCKET FRAME 3/4" LETTERING 'SEWER" 2'-C)" DIAMETER 2'-C" I t�7 �So C� (2) BOLT SOC. {ALLEN HEAD} r -5/8" - 11 X 1.5 STAINLESS o�oao STEEL REF. PART 900981177 1 -3/16' 1G-1/2' ASPHALTS .,8„ 5,8.. 1-1 f8' 2-1/4" BOLT DETAIL 14- 12-3/4' 2 h� 11" �I 1-1/a" CAST IRON RING AND CODER 45' (1 /8) RENO 45• (1 /8) BEND SAND OR EXPANDABLE FOAM PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8• AND 6" CLEAN -GUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No, 3695 (PRODUCT NO. 003699D3) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER 11GHT A55EMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000. PAD AROUND THE RING AND COVER. PUBLIC WORKS DEPARTMENT 8" OR 6" CLEANOUT FOR SANITARY SEWER MAIM Iv 5 REVISED DITCH STORMDRAIN BCS 11/27/17 TJR SURVEYED: ____ 4 TAPER FRONTAGE CURB/ MOVE SS BCS 11/17/17 TJR DESIGNED: 3 REVISED PER CITY REVIEW BCS 4/20/17 NEM TJR 2 REVISED PER CITY REVIEW BCS 3/20/17 TiR DROWN` BCS 1 REVISED PER CITY REVIEW / ADD VAULT BCS 2/16/17 TJR CHECKED: NO. REVISION BY DATE APPR TJ R APPROVED: TJ R SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY STQ. PLAN - 403.1 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) C'OJNDATION LEVEL sk 10010000, LIMITS OF PIPE ZONE D. OF 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 URIPUBLIC WORKS PIPE BEDDING APD OVED- DEPARTMENT FOR SANITARY SEWERS11 Q tiM� OAR CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY: Date: BY: Date: BY: Date: DATE: CARPENTER SHORT PLAT 10/27/17 L U Al 4- 001200 U 16 - 0 0 4 6 3 6 FIELDBOOK: N/A PAGE: N/A DRAWING NO: DETAILS 13708 SHEEr: OF. 10 15 R 3 9 0 8 0 1 9 S 3 9 0 8 0 2