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Home My WebLink AboutS-40820441 3 J 0 N 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 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' 'E' 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I.D. 54 MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60 MH 60" 8" 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. 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 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. STD. PLAN - 400.1 ('•�j PUBLIC WORKS DEPARTMENT STANDARD SANITARY MANHOLE �FN rp� SEPTEMBER 2011 -- W (SEE NOTE 7) -� LIMITS OF PIPE ZONE 1'-0" BEDDING MATERIAL FOR j 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 APP OVER: DEPARTMENT FOR SANITARY SEWERS 0 D pt� n.e<w,n, GATE PAICHED AREA A SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING MORTAR JOINT(S) (3/8" MIN.) SEE J NOTE 3 AND SPECIAL PROVISON 7-05.3(1). PLAN NTS A - DEPTH OF CLASS "B" ASPHALT TO BE 2" BELOW BOTTOM OF THE UPPER ADJUSTMENT RING OR A MINIMUM OF 8" WHICHEVER IS GREATER. ADJUSTMENT RING (I- MIN.) OR BRICKS. SEE NOTE 4. SECTION A -A NOTES 1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 3. ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS, WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR BRICKS AND FRAME SHALL BE GROUTED. FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN 4 ADJUSTMENT OF THE FRAME TO GRADE SHALL BE 400.1. ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8" OF STAGGERED TO CREATE A RUNNING BOND OR 112 BOND THE CLASS "B" ASPHALT OR TO A DEPTH THAT IS 2" BELOW THE USE OF SHIMS IS PROHIBITED. BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS GREATER OR AS APPROVED BY THE ENGINEER SM. PLAN - 400.4 e PUBLIC WORKS TYPICAL UTILITY COVER APPROVED: DEPARTMENTADJUSTMENT FORPAVEMENT OR OVERLAYc�..�.��tL. rb YrWMnler DATE. Y - EX. SEWER MAIN PROPERTY LINE _rSPOOL (LENGTH AS NEEDED) Z ril- o3'-0"" SEWER STUBE 0 I FUTURE 4" SIDE SEWER ::6 SEWER MAIN TEE X 6" I / 2"x 4" STUD MARKING POST PAINTED TEE. 6' CAP J WHITE WITH THE WORD 'SEWER' STENCILED I IN 3" HIGH BLACK LETTERS AND #6 WIRE Z WRAPPED AROUND THE STUD AND 7 EXTENDED TO THE TOP OF TIE STUD. COUPLING (TYP.) a I 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) L___J JM EAGLE THREADED CLEAN -OUT ADAPTER HUB BEND AS & PLUG (OR APPROVED EQUAL) REQUIRED /'EXISi1NG SANITARY / SEWER MAIN ,, ,,. uim sI OPE =3 `6" SEWER STUB 6"X6'X6' WYE `FUTURE 6"x 4" REDUCER \` SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEQIIRES FOR SIDE SEWER CONNEC,DQNS TO EXISTING SEWER MAIN A. VITRIFlEO 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 h 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. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. OJj 3000 PSI MIXTE NCRE BLOCKING �Tj Z5 ��P1N0 OGK�N ' GG _ 2x MIN SLOPE L 6" TEE HORIZONTAL 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. STANDARD SIDE SEWER STD. PLAN - 406.1 • PUBLIC WORKS APPR VED: DEPARTMENT INSTALLATION / (SEWER MAIN TO PROPERTY LINE) `uk ti " uA`1 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 1 407 Swiftwater Blvd. • Cle Elu1n, WA 98922 • Phone: (509) 674-7433 N0. AS-BUILTS REVISION S. W. 114 OF S. W. 114 OF SECTION 04, T. 23 N., R. 05 E. W. M. CITY OF RENTON, STATE OF WASHINGTON BOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (581 DIA B.C. (SEE DETAIL) �o RL'NTON O SEWER ti MADE [M USA COVER & FRAME PLAN VIEW 25' DIA. E635nro] 1' 3/4' [25111 [19MMI 8 3/4' L 2 1/2' E222ron1 [64ml TYP COVER SECTION VIEW 26 1/2' DIA (673n11] 25 1/4' DIA [64111r1] L 1/16' 1/4' (1 DIA [27l NEOPRENE GASKET 1 t 6 A" C151 nnl 5/8' J 23 3/6' DIA CL OPEN 1161 [594r1r1J 27 5/16' DIA (6941 34 1/8' DIA COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 5/8'-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL [6nm] ' (27nn) 1/8, J [iron) 1/8' [R3ronl GASKET GROOVE DETAIL 1867ml 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"). TY PUBLIC WORKS DEPARTMENT MANHOLE FRAME AND COVER STD. PLAN - 401 'fig O� DECEMBER 2008 SURVEYED: SDM DESIGNED: NEM DRAWN: TLK KMR 05122123 KMR CHECKED: NEM BY DATE APPR APPROVED: NEM SCALE 1" = 20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M RECESSED LIFT POCKET W/2 3/4" LETTERING "SEWER" (2) BOLT SOC. (ALLEN HEAD)5/8" - 11 X 1.5 STAINLESS STEEL REF. PART #00981177 8" CLI ASPHA 5/F„ 1/4" 12-1/2" j LI 1 I� -T1-1/8" 2-1/4" 1I 213/4 �11 CAST IRON RING AND COVER BOLT DETAIL �- 45' (1/8) BEND Not to Scale FRAME DR IDABLE 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-O" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND TIIE RING AND COVER. STD. PLAN - 403.1 • PUBLIC WORKS 8" OR 6" CLEANOUT APPROVED: DEPARTMENT FOR SANITARY SEWER MAIN 1 D�Mr . D E 0 Cl T Y OF RENTON Planning/Building/Public Works Dept. �,�� pF WASjYI��i -1 o 4' 917 AL LN 0 5/22/23 AS -BUILT DRAWINGS PLAN THESE AS -BUILT DRAWINGS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS OF 05/22/23 (DATE SIGNED) BY: KEVIN M. REESE -ti --��- 05/22/23 P OFESSIONAL ENGINEER OR DATE PROFESSIONAL LAND SURVEYOR rn� 00 0 Q- z 0 0 S-408204 R- 408212 m IN COMPLIANCE WITH CITY OF RENTON STANDARDS � O J 28 HUNDRED UNIT L 0 T SUBDIVISION DETAILS DATE 1211312021 FIELDBOOK: N/A PAGE: NIA T y DRAWING N0: 1666.3 oo N SHEET.• 12 OF 12