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HomeMy WebLinkAboutS-429003CD N N C) LLI 5 O 2 z O I— LLI U J n z a �rr V LN^^ J U V) 0 c� 8 N Iij Q Z J 5' I 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' 8' C' D' 'E' 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" 1 D 54" MH 54" 8" MIN 5 5" MIN 24" MIN 24" 1 D 60" MH 60" 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 20' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER STD. PLAN - 4W.1 • PUBLIC WORKS DEPARTMENT STANDARD SANITARY MANHOLE Martin PaStUCA 26/202 �449D. DATE BOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586rmn) DIA BC (SEE DETAIL) RENTON SEWER ,M1C IN IISA COVER & FRAME PLAN VIEW 25' DIA [G35mrn] 1' 7/4" [25mml 8 3/4' 2 1/2- C222mm) [64MM] TYP COVER SECTION VIEW 26 1/2' DIA C673mml 25 1/4' DIA 1641rm1n1 1 1/16' 1/4' (6mm) DIA [27rnrn] l NEOPRENE GASKET 1 I 6' [152Mro] 5/8' 23 3/8' DIA CL OPEN C16rn7 C594mm] 27 5/16' DIA (694rvn) 34 1/8' DIA COVER BOTTOM VIEW 3) BLT SOC (ALLEN HEAD) 5/8'-11 X 15 SS \ RUBBER WASHER BOLTING DETAIL l' 1 1/16' 16nn7 C27mml C3mml 1/8, [R3rin] GASKET GROOVE DETAIL 1867mml 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") • PUBLIC WORKS SEWER MANHOLE FRAME AND COVER STD. PLAN - 402.2 DEPARTMENT (CITY -OWNED) Martin Pastucz6/zoz EW49D., DATE TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC. PRIOR TO CONSTRUCTION ACTIVITIES. Know what's below. Call before you dig. 5' OR NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M. GRANT PLACE TOWNHOMES 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 PRECAST CONCENTRIC CONE RUBBER GASKETED JOINTS SEE NOTE 5 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED 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 PLACE BASE WITH CITY APPROVAL. COMPACTED SUBGRADE WITH 6" CRUSHED ROCK OR ADDITIONAL MATERIAL SUITABLE TO SUPPORT STRUCTURE 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 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 SHALL HAVE AN AT -GRADE, MINIMUM 2'-WIDE CONCRETE RING POURED AROUND THE COVER IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING STD. PLAN - 400.2 PUBLIC WORKS APP '1"' III by DEPARTMENT SHALLOW SANITARY MANHOLE MartinB b Pastudld6/2D20 ne„we�6.1PnNm,,, DATE W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) -\ FOUNDATION LEVEL LIMITS OF PIPE ZONE .�7 O.D. of PIPE 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 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 Martin PastuChW26/202 rwe DAIS 8/23/2024 4 PER CITY COMMENTS 3 PER CITY COMMENTS 2 PER CITY COMMENTS 1 PER CITY COMMENTS 1[+a ;F2 •► EXISITNG PIPE it ML CAST -IN -PLACE CONCRETE BASE UNDER PRE -CAST SADDLE MANHOLE SECTION TOP VIEW �— DIAMETER VARIES -- REMOVE UPPER HALF OF THE - EXISTING PIPE (PVC PIPE ONLY) SHELF AND CHANNEL SHALL BE 3000 PSI CONCRETE OPEN PIPE CHANNEL PRECAST SADDLE MANHOLE SECTION F)-4"(W) X 8"(H) X 16"(L) OLID CONCRETE BLOCKS AINIMUM) 4 REBAR PRECAST SADDLE MANHOLE SECTION -BUILD THE CHANNEL FLUSH WITH BOTTOM OF PIPE AND SHELF AT SLOPE _ }" PER FOOT OR 2% (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 (MINIMUM) '- CAST -IN -PLACE CONCRETE N—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-SHIELDCOAT 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' ST . PLAN - 400.6 PUBLIC WORKS SADDLE MANHOLE AP DEPARTMENT WITH CAST -IN -PLACE BASE Martin PastudW6/202 DATE r---------- I I I I , EX. SEWER MAIN I I I 1 , l PROPERTY LINE SPOOL Z (LENGTH AS NEEDED) i i i I 3'-0' MIN �{ 6" SEWER STUB I 7 FUTURE 4" SIDE SEWER I I I "II I I / 2"x 4" STUD MARKING POST PAINTED 6" CAP JJJ WHITE WITH THE WORD "SEWER" STENCILED -SEWER `SEWER MAIN TEE X 6" TEE i i i I IN 3" HIGH BLACK LETTERS AND k6 WIRE SIDEWALK i ? WRAPPED AROUND THE STUD AND I I I I EXTENDED TO THE TOP OF THE STUD COUPLING (TYP) L---J ,( rr� a I 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER O (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), IcrCONCRETE CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD PAD TO BE 8' IN DEPTH 1 1 -__-____________________T_ `---' BEND ASEXISTING REQUIRED =3 / SEWER MAINNITARY ^ �4 uIN SLOPE , 6" SEWER STUB 6"X6"X6" WYE l 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 do C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WaTH 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• 1 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 25' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 % 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 0 SIDE SEWER STUB STD. PLAN - 406.1 PUBLIC WORKS APP DEPARTMENT INSTALLATION Martin PaStUCftW26/202 (SEWER MAIN TO PROPERTY LINE) (=t. MNNN,"n DATE SURVEYED: DAF 08/26/24 DESIGNED: DAF DAF 07/29/24 DAF 05/21 /24 DRAWN` TJW, FEM DAF 04/04/24 CHECKED: DAF BY DATE AP P R APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1988 HORIZONTAL NAD 1983/1991 DATU M BULTHOLES - 3 PLCS voal EQUALLY SPACED 121' isv3 APART ON 23 1/16' (586mm) DIA B,C (SEE DETAIL) RENTON SEWER mnne Im usn COVER & FRAME PLAN VIEW 25' DIA. C635mm] 1" 3/4" �25mm] C19rim] 8 1/2" C2?22mm mm] E64mm] TYP COVER SECTION VIEW 26 112' DIA C673mm] 25 1/4' DIA 1641mm] 1/4" (6mm) DIA C27mm] NEOPRENE GASKET 6 C15' mm] 5/8' 23 3/8" DIA CL OPEN =16mm] C594mm] 27 5/16' DIA [694mm] 34 1/8' DIA COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) \ 5/8"-11 X 1.5 SS RUBBER WASHER BOLTING DETAIL 1/4' /16" [6mm] 27mm= C3mm] CR3mm] GASKET GROOVE DETAIL C867mm] 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 PPR D: DEPARTMENT MANHOLE FRAME AND COVER GAZ 9/11/2019 1 vnu. wa,�namml:.am. DATE vR CITY OF RENTON Planning/Building/Public Works Dept. LIRR C) N W U N Q J \&RVIMS, PLLC 4715142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 r^ V ) S-429003LLI IN COMPLIANCE WITH CITY OF RENTON STANDARDS O 2 DEVELOPMENT ENGINEERING ' z Wanders 09/16/2024 O WASTEWATER UTILITY �'IL LLI jstowell 09/12/2024 QU GRANT PLACE TOWNHOMES DATE: 11/21/23 J IZ 1600 GRANT AVE S RENTON, WA 98055 OK: PARCEL 2023059052 PAGE: PAGE, DRAWING N0: 20069 im SANITARY SEWER DETAILS SHEET: OF: C5.2 28 V