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HomeMy WebLinkAboutS-419410T N I— rr O U W I— U) O Z rr Q U w Q z ff w DocUSrgn Envelope ID 345B681D-914F•4F2D-AB59.7C192D3B78A3 5' 1 j NOT TO SCALE MANHOLE FRAME AND COVER SEE STD PLAN 401 ADJUSTMENT RINGS AND MORTAR JOINTS SEE NOTE 3 FIRST STEP SHALL BE A MAXIMUM OF 18" BELOW THE COVER CONE (ECCENTRIC) STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED RUBBER GASKETED JOINTS SEE NOTE 5 IF REQUIRED, LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX PIPE SIZE - 'E' SHELF AND CHANNEL SHALL BE 3000 PSI CONCRETE PRECAST BASE SECTION OR CAST IN SHELF COMPACTED SUBGRADE WITH 6" CRUSHED ROCK OR ADDITIONAL MATERIAL SUITABLE TO SUPPORT STRUCTURE A, ,B, ,C, ,D, ,E. 48" MH 48 6" MIN. !VMIN 24" MIN. 21" I D 54 MH 54" 8" MIN 5 5" MIN 1 24" MIN 24" I.D 50 MH 60 1 8" MIN 6" MIN 42 MIN 30 I D NOTES, 1 STEPS ARE TO BE IN PLACE. BEFORE MANHOLE SECTIONS ARE INSTALLED 2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTM C-478. 3 ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106 THE USE OF SHIMS IS PROHIBITED. 4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC-SHIELDCOAT 100 OR APPROVED EQUAL, COLOR OF COATING SHALL BE WHITE 5 RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443 6 CHANNEL WIDTH AND HEIGHT SHALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE . 7 CONNECTIONS TO MANHOLE SHALL BE MADE USING KOR-N-SEAL BOOTS OR APPROVED EQUAL 8. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6' AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE AN AT -GRADE, MINIMUM 2'-WIDE CONCRETE RING POURED AROUND THE .COVER IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING. 9 MANHOLES OVER 2O' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER STD. PLAN - 400.1 ,•.j�� PUBLIC WORKS STANDARD SANITARY MANHOLE Y 26/202 . DEPARTMENT Martin Pastucha eO. DATE_ C P H CONSULTANTS Site Planning • Civil Engineering Landscape Architecture - Land Use Consulting 11321-B NE 120th Street Kirkland, WA 98034 - (425) 285-2390 101 South Wenatchee Avenue, Suite C3 Wenatchee, WA 98801 • (509) 293-7731 www.cphconsuItants.com © 2023 CPH Consultants. LLC. All Rights Reserved. 1 12, EXISTTNG PIPE WN CAST -IN -PLACE CONCRETE BASE UNDER PRE -CAST SADDLE MANHOLE SECTION s ► j ° Al — rr.. W. " 1 NEW PIPE _ I-- t f I I r.. TOP VIEW -+�--OIAMEIER VARIES REMOVE UPPER HALF OF THE - EXISTING PIPE (PVC PIPE ONLY) SHELF AND CHANNEL SHALL BE 3000 PSI CONCRETE OPEN PIPE CHANNEL 'RECAST SADDLE AANHOLE SECTION )-4"(W) X 8"(H) X 16"(L) )LID CONCRETE BLOCKS IINIMUM) I REBAR PRECAST SADDLE MANHOLE SECTION -BUILD THE CHANNEL FLUSH WITH BOTTOM OF PIPE AND SHELF AT SLOPE = }` PER FOOT OR 29 (TYP ) / NEW PIPE CAST -IN -PLACE CONCRETE BASE POURED 4" ABOVE THE SOLID CONCRETE BLOCKS (MINIMUM 12" THICK) (4)-4"(W) X 8"(H) X 16"(L SOLID CONCRETE BLOCKS �'tl''�Y'�!• (MINIMUM ) 1- CAST -IN -PLACE CONCRETE '--- COMPACTED SUBGRADE WITH 6" BASE POURED 4" UNDER CRUSHED ROCK OR ADDITIONAL SEWER MAIN AT A MINIMUM OF FOUNDATION ROCK TO SUPPORT 10" THICK STRUCTURE NOTES. 1. EXISTING PIPE SHALL BE SUPPORTED AT ALL TIMES 2 NO WEIGHT OF THE PRECAST MANHOLE UNIT SHALL BEAR ON THE EXISTING PIPE 3 CAST -IN -PLACE BASE SHALL BE 3000 PSI COMMERCIAL CONCRETE 4 PRECAST MANHOLE SECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARD PLAN FOR THE SPECIFIED MANHOLE SIZE AND TYPE 5 PRECAST MANHOLE SECTIONS SHALL HAVE THE INTERIOR SURFACES FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC-SHIEL0004T 100 OR APPROVED EQUAL, COLOR SHALL BE WHITE 6 THE PRECAST MANHOLE SECTION SHALL SIT ON (4)-4"(W) X 8"(H) X 16"(L) SOLID CONCRETE BLOCKS PLACED .ON COMPACTED SUB -GRADE 7 THE UPPER HALF OF THE EXISTING PIPE (PVC PIPE ONLY) SHALL BE REMOVED WHILE THE BOTTOM SHALL REMAIN AS THE CHANNEL OF THE NEW MANHOLE, 8 THE CAST -IN -PLACE MANHOLE SHALL NOT BE INSTALLED OVER A BELL SECTION OR JOINT OF THE SEWER MAIN THE MINIMUM DISTANCE FROM THE OUTSIDE WALL OF THE MANHOLE AND A BELL SECTION OR JOINT SHALL BE 2' 5 P-,LAN - 400.6 PUBLIC WORKS SADDLE MANHOLE "PP��° '�i� DEPARTMENT WITH CAST -IN -PLACE BASE Martin PaStuc6/202 ..eNwom� DACE .�i r--I-r--------1 I EX. SEWER MAIN PROPERTY LINE _- -SPOOL I (LENGTH AS NEEDED) i I i X-O' MIN 6" SEWER STUB i i n FUTURE 4" SIDE SEWER I I I I I I I 2"x 4" STUD MARKING POST PAINTED I I I 6' CAP WHITE WITH THE WORD "SEWER" STENCILED SEWER MAIN TEE % 6" TEE i i I IN 3" HIGH BLACK LETTERS AND p6 WIRE i i I SIDEWALK i ? WRAPPED AROUND THE. STUD AND I I I EXTENDED TO THE TOP OF THE STUD COUPLING TYP I I I I r 6"X6"X6" SURFACE CL€ANOUT WITH CAST IRON RING AND COVER o (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR = APPROVED EQUAL, SPECIFY 'SEWER" ON LID), c� CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD I z CONCRETE PAD TO BE 8" IN DEPTH ------------------------ BEND AS �� g" REQUIRED EXISTING SANITARY -a SEWER MAIM �-2 pR MIN SLOPE FUTURE a SIDE SEWER SEWER STUB 6'X6"X6" WYE FUTURE 6"x 4" REDUCER SEWER MAIN SIZE 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 h C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED NTH 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 HOPE - 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-ORILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL NOTES. I PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 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 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 X SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON SIDE SEWER STUB S PLAN •406.1 �• PUBLIC WORKS APP -sly DEPARTMENT INSTALLATION Martin PaStUahOV26/202 (SEWER MAIN TO PROPERTY LINE) f w.,wrm,xr.w DATE a m Know what's below. Call before you dig. 1 12: i 12:5 BOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART DN 23 1/16' (586mm) D[A BC (SEE DETAIL) COVER & FRAME PLAN VIEW 25' DIA. [635mm] 1• 3/4' 1 25m13 C19mm] B 3!4' 2 112" C222mri] 164mm] TYP COVER SECTION VIEW 26 1/2' DIA C673mm] 25 1/4D1A C641mm] 1 1/16' 1/4' (6mm) D1A 127mm] NEOPRENE GASKET 1 I 1152mm] 23 3/8' DIR CL OPEN C16mm] C594mm] 27 5/16' DiA (694mm] 34 1/8' D1A COVER BOTTOM VIEW BLT SOC (ALLEN HEAD) 5/8'-11 X 15 SS RUBBER WASHER BOLTING DETAIL 1/4' C6m " r [27mml 13mm] 1!B' LR3mm] GASKET GROOVE DETAIL C867mm1 NOTES FRAME SECTION VIEW 1 ALL FRAME AND COVER ASSEMBLIES SHALL HAVE A LOCKING LID PER EAST JORDAN IRON WORKS INC PRODUCT No 00371572 OR EQUAL, 2 USE FRAME AND COVER FOR SANITARY (SPECIFY "SEWER") STD. PLAN - 401.1 .• PUBLIC WORKS SEWER MANHOLE FRAME AND COVER �'+ fin/ y1�, DEPARTMENT (CITY_OWNED� Martin PastucTTA26/2°2 So.. DATE ..�i r--I-r--------1 I EX. SEWER MAIN PROPERTY LINE F I I I zF116 AS NEEDED) i I S-0' MIN I rl b WER STUB FUTURE 4" SIDE SEWER ----------I I II I I 2"x 4" STUD MARKING POST PAINTED I I 6' CAP WHITE WITH THE WORD "SEWER" STENCILED TEE % 6" TEE iIN 3" HIGH BLACK LETTERS AND N6 WIRE SIDEWALK i ?WRAPPED AROUND THE. STUD AND I I ' EXTENDED TO THE TOP OF THE STUD l ` COUPLING TYP I I I I I r 6"X6"X6" SURFACE CL€ANOUT WITH CAST IRON RING AND COVER o (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), c� CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD I z CONCRETE PAD TO BE 8" IN DEPTH ------------------------ L___1 BEND AS 1R g" REQUIRED EXISTING SANITARY SEWER MAIN —2 py; MIN SLOPE FUTURE 4" SIDE SEWER '*-6" SEWER STUB 6'X6"X6" WYE FUTURE 6"x 4" REDUCER SEWER MAIN SIZE 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 k C900 PVC MAIN - CUT IN NEW TEE USING RIGOR 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 HOPE - 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 AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL NOTES. T PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 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 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 X SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME 00 NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON SIDE SEWER STUB S . PLAN • 406.1 �• PUBLIC WORKS INSTALLATION APP sly► DEPARTMENT Martin PastuCh@V26/202 (SEWER MAIN TO PROPERTY LINE) nawra �m:w,nw DATE 0 CONSTRUCTION PERMIT SUBMITTAL PCE 1/7/22 MJH SURVEYED: CSB 1 RECORD DRAWINGS PCE 8 1 23 MJH DESIGNED: JBS DRAWN: PCE CHECKED: MJH NO. REVISION BY DATE APPR APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 1 12: VERTICAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATU M - RECESSED LIFT POCKET 3/4" LETTERING "SEWER" SEWER (2) BOLT SOC. (ALLEN HEAD) 5/8" - 11 X 1 5 STAINLESS C� o © STEEL REF PART #00981177 1-3/16" 1D-1/2" 5/8'. 1 /4'� 12-1 /2"--�j - 2-1/4" BOLT DETAIL. -A$T IRON RING AND COVER SEE NOTE 3 45- (1/8) BEND A,0 46, �-- 45' (1/8) BEND Not to Scale FRAME DIAMETER I 1'-D" 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 8" THICK, 3'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER 3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106 PUBLIC WORKS 8" OR 6" CLEANOUT STD. PLAN -4Li3.i u .I .. y. DEPARTMENT FOR SANITARY SEWER MAIN Martin PastuCflfi/26/2020 48O DATE rUILT ATHE AS -INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED BY MEAD GILMAN ASSOCIATES AND/OR RECORD DATA PROVIDED BY THE CONTRACTOR. CITY OF RENTON ° Planning/Building/Public Works Dept. 12:! S-419410 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CARNOUSTIE COURT SANITARY SEWER IMPROVEMENTS SANITARY SEWER DETAILS O U W DATE: �/ FlE a/25/23 U) PAGE O DRAWING NO: z C4.100 rr SHEET: 1 O OF: 1 O U