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Home My WebLink AboutS-392402N M co N r.� I- n I- _ 0 C/) ) Z D M0 W W) N Do O td N c 0 O o_ 0 O N C 7 O 0] t0 N I In t0 w N d tD L Cl Ot C 0 tT c N i o. c C LU 2 0 O CL 0 L N 0 3 DO `0 Y Y t0 O N I to O O O I .D3 0 a X w Z n n 7' 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 �v '•" 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" N. 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. S STD. PLAN - 400.1 PUBLIC WORKS DEPARTMENT STANDARD SANITARY MANHOLE SEPTEMBER 2011 I I�� l SEVER MAIN K PER o _,SPOOL (L&NGTH AS NEED)-.-- SPOOL ...baF_ _ 0" SEWER STUBE n FUTURE 4' SIDE SEWER "It :4" 187(10 M G T P#INTED SEWER MAIN WE )L3" WE I 05" CAP Vg11TE W�Tj1 THE " S �j • IN 3" FMCyi B?T�T�� NO]pp,�.� MRE U EXTENDED -TO RHE �OP OT�THE�5TU0. iP COUPLING �i '• BT)(6"� TT SURFACE IO C1-EANTTLV �IA511 N RNAND d COVER (EASTI �ONUAIR�.ON jY0RIS5J PROD CTa-Nr0. 0031111502011 (SEE 570. PLAN K037 IN " 711) :•1 I I SOP' APPIRYEd 1�OU ILLII-- � Ol (. ` QUAL --�-r-.i �--- REQU ) EXISTING SANITARY _ r SEWER Il _ IN. r IIIy� FUTURE " MOE SEWERI SEWER .STUB li* W EI FUTURE 6'k �'I REDUCER `n SEWER MAY SIZE X 6" TEE ci n i 4 1 A NTRIEO CLAY MAINS>arr IN IN NEW pwC "TEE1}1G 751RONG61GCKj FLEE[PUPL® �IPQpOV� W I B. CONCRETE Ti-AIFC - OUT IN A igENA`PVC "TEE' lL G-9 t�i"K" F7COUPLINGS CO OR EWALN 11. PVC k 0900 PVC -MAIN -, PUT IN NEW TEE USINRl*)*"GS q"ORE-SLI® AEWMIAC SADDLE - - - (OR APPROVED ECU ,i -D: DUCTILE ILON !MAN - ILLEED VIM 'A ROW:WIl KM APPFW11%:MjAL) ;i MANHOIy£--CONNECTIOff- ACONNEC710N5-TO AT MANUFACT11.1180 III OR THE S7RUCTU Sfkr7a EIIE] C00E=D E � �CONL�EIE •/ i I II I Sure HORIZONTAL 8" MIN.M tW MAIN SOF IIITT MAIN1A a fto A- TYPICAL Sa IOE SEWER -.. NOTE LTNl-EWOTHERWSE SHOW ON OLANIMVALL HY 1VE MINIMILM 2W �y R AT PR�RTY LINE OR LOWI'R THAN THE LOWST� 1�OF1S�ElEVRON RIS 1.0-19L STANDARD SIDE SEWER SM. MAN -oil 1 PUBLIC WORKS ary VED. a DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) GAA A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. MANHOLE FRAME AND COVER PER DRAWING 401. ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 L_ ADJUSTMENT RING (1" M l.) OR NOTE 3 AND SPECIAL PROVISON NTS 7-05.3(1) MORTAR JOINT(S) (3/8" MIN.) OUT51DE((VN. 2'-D' - I� DEPTH OF CLASS 'B" ASPHALT TO BE 2" BELOW j SEE NOTE 5 3; ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS, BOTTOM OF THE UPPER 4" MIN. TO _ ADJUSTMENT RING OR A USING RISER RINGS OR CONCRETE BLOCKS PER STMPLAN 12" MAX. MINIMUM OF B" WHICHEVER IS GREATER. ACCOMPLISHED MYTH A COMBINATION OF ApdLS1TAlENT 8. RIGS, BRICKS AND MORTAR O1NL� BRICKS SHALL BE F� 24 CLASS '& ASPHALT OR TO A DEPTH THAT IS 2' BELOW THE USE OF SHIYII' INPRONWITED. BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS SURFACE CLEANOUT 4" SURFACE v i[) . 6"x 6"x6" WYE a w CLEANOUT 4" SEWER PIPE, SEE NOTES 2 (SEE STD PLAN - 407) WYE 14" o � PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" 12" 4 N o TED. L J M Z o. PAVEMENT OR Q � 1. Prior to installation of a sanitary sewer c nnection, aside -sewer ' FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION � - (N 4" 54" PUBLIC SEWER SYSTEM, A BACKFLDW PREVENTION o z DEVICE SUCH AS CLEAN CHECK EXTENDABLE BACKWATER VALVE OR APPROVED EQUAL SHALL BE v shall be approved by the Department of Public Works. Rubber or v a v p v used on joints. Z nit P SURFACE CLEANOUT 3. A minimum grade of 2% (1/4" per foot) must be maintained v with 4" pipe. In the event a 2% grade cannot be maintained, the 4"x 4•'x4" WYE owner must sign a City of Renton grade release form and then 4" PIPING can install 6" pipe at a grade of 1%. PLAN a e BUILDING DRAIN FOR 4. For inspection of side sewer, call 24 hours in advance. The 11 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. S. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 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. K'.. +PUBLIC WORKS SANITARY MANHOLE STD. PLAN - 400.2 DEPARTMENT SHALLOW SEPTEMB A SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCIjKNC PLAN L_ ADJUSTMENT RING (1" M l.) OR NOTE 3 AND SPECIAL PROVISON NTS 7-05.3(1) 45° BEND. TWO 45' BENDS SHALL NOT BE OUT51DE((VN. 2'-D' - I� DEPTH OF CLASS 'B" ASPHALT TO BE 2" BELOW j 1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 3; ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS, BOTTOM OF THE UPPER BRICKS AND FRAME SHALL BE GROUTED„ FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE ADJUSTMENT RING OR A USING RISER RINGS OR CONCRETE BLOCKS PER STMPLAN =4: ADJUSTMENT OF THE FRAME TO GRADE SHALL BE MINIMUM OF B" WHICHEVER IS GREATER. MORTAR JOINT(S) (3/8" M(Nj SEE -J L_ ADJUSTMENT RING (1" M l.) OR NOTE 3 AND SPECIAL PROVISON BRICKS. SEE NOTE 4, 7-05.3(1) 45° BEND. TWO 45' BENDS SHALL NOT BE SECTION A -AI M NOTEnilI 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 CLEANOUT WYE. (SEE NOTE 11) USING RISER RINGS OR CONCRETE BLOCKS PER STMPLAN =4: ADJUSTMENT OF THE FRAME TO GRADE SHALL BE 400.1. ACCOMPLISHED MYTH A COMBINATION OF ApdLS1TAlENT HOUSE of HOUSE RIGS, BRICKS AND MORTAR O1NL� BRICKS SHALL BE 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF S' OF STAGGERED TO CREATE ,RUNNING BOND OR 12 BONDe :: CLASS '& ASPHALT OR TO A DEPTH THAT IS 2' BELOW THE USE OF SHIYII' INPRONWITED. BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS SURFACE CLEANOUT 4" SURFACE v GREATER OR AS APPROVED BY THE ENGINEER. . 6"x 6"x6" WYE a w CLEANOUT 4" SEWER PIPE, SEE NOTES 2 (SEE STD PLAN - 407) WYE 14" 4" TEST TEE WITH AND 3. MINIMUM LINE SIZE FOR I WYE WITH PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" STD. PLAN - 400.4 (TYPICAL) . I PROPERTY LINE - TYPICAL UTILITY COVER TED. PUBLIC WORKS I'` DEPARTMENT ADJUSTMENT FOR OVERLAY 1Y ) PAVEMENT OR NOTES: - :m _- .._,",.-,.. DATE ' I 4/25/18 u: BDLTHDLES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586mm) DIA BIC, (SEE DETAIL) COVER & FRAME PLAN VIEW 25' DIA, C635mm] 1' 3/4' 251.113 119MMI 1J_1L 8 3/4' L 2 1/2' 1222mm] 164mm] TYP COVER SECTION VIEW COVER BOTTOM VIEW BLT SDC. (ALLEN HEAD) 5/8-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 26 1/2' DIA C673mm] 25 1/4' DIA m) DIA ] 1 1/16' 1/4' 1 1/16' C27mm] C6mm] � [27mm1 1/4' (6mm) DIA NEOPRENE GASKET 6' 1/8' Ar IC152mm] C3mm] 1/8' CR3mm] 5/8' 23 3/8' DIA CL OPEN C16mm] C594mm] GASKET GROOVE DETAIL 27 5/16' DIA C694mm] 34 1/8' DIA 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(8) DEPARTMENT MANHOLE FRAME AND COVER DECEMBER 2008 ALL 90' TURNS SHALL BE ACCOMPLISHED BY MEANS OF A WYE WITH CLEANOUT AND 45° BEND. TWO 45' BENDS SHALL NOT BE 4" BEND AS REQUIRED (NO MORE ACCEPTABLE. (SEE NOTE 11) THAN 45' BEND). EVERY 2ND 4" CLEANOUT WYE WITH 0 CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG. 3/4" LETTERIN°SEWER" WILL REQUIRE A SURFACE (SEE NOTE 11) 2 -�� CLEANOUT WYE. (SEE NOTE 11) 2'-0"- _ DRAWING NO: C16 o 0-0 o HOUSE of HOUSE of HOUSE of HOUSE 0 K 0 3 -0" MIN. I_ 4" SEWER PIPE SURFACE CLEANOUT 4" SURFACE v (TYPICAL) . 6"x 6"x6" WYE a w CLEANOUT 4" SEWER PIPE, SEE NOTES 2 (SEE STD PLAN - 407) WYE 14" 4" TEST TEE WITH AND 3. MINIMUM LINE SIZE FOR I WYE WITH PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" PROPERTY LINE CLEANOUT (TYPICAL) . I PROPERTY LINE - 3' MIN. 6"x 4•' REDUCER F F F (TYPICAL) F MAIN SEWER LINE NOTES: z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING 1. Prior to installation of a sanitary sewer c nnection, aside -sewer ' FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION permit must be purchased from the City of Renton Public Works M o OF THE NEXT UPSTREAM MANHOLE COVER OF THE Department. PUBLIC SEWER SYSTEM, A BACKFLDW PREVENTION o z DEVICE SUCH AS CLEAN CHECK EXTENDABLE BACKWATER VALVE OR APPROVED EQUAL SHALL BE 2. Types of pipe and fittings that can be used for sanitary sewers 1O m INSTALLED. shall be approved by the Department of Public Works. Rubber or neoprene gaskets as specified by the manufacturer, shall be 4" FLEXIBLE COUPLING (FERNCO DR EQUAL) used on joints. Z SURFACE CLEANOUT 3. A minimum grade of 2% (1/4" per foot) must be maintained v with 4" pipe. In the event a 2% grade cannot be maintained, the 4"x 4•'x4" WYE owner must sign a City of Renton grade release form and then 4" PIPING can install 6" pipe at a grade of 1%. PLAN FOAM BUILDING DRAIN FOR 4. For inspection of side sewer, call 24 hours in advance. The LOW ELEVATION HOUSE inspection phone number is on the side sewer permit. Site must be ready for inspection and representative on site when inspector arrives at appointed time. Side sewer and stub shall be tested per City specifications. Make the connection at the MAIN TO PROPERTY LINE 5'-0" 5'-0" house. Do not backfill the ditch until approval is given by the PROPERTY LINE FROM THE HOUSE BUILDING DRAIN inspector. Final approval will be granted after the existing septic tank has been pumped out and filled with sand. SIDE SEWER BUILDING SEWER 2'-6" 3'-0"MINS 5. Install side sewer with Z' minimum cover. 10" cover is allowed _ at the house if outlet is shallow. (\ I 111 6. If side sewer stub is not available. The owner shall be for its installation drawing 406.1. All m m in m w N A - o A as p m< z m responsible per standard work within street right-of-way shall be done by o licensed and N m Z o m z A ti o z m p m A y z p Z5 bonded contractor. p - -OZ Nn nrno �x IOAm Ox Z n' o m m A m O N m m y? a' z n o as 7. All work shall be accomplished in accordance with the Washington , o zo m> a' A p D a Industrial Safety and Health Act. (WISHA) o x o m a B trenchsiders in ht -of -way tthe m a z o z m z c o I o L z conforrestoration slhall to moost current trenchherestorlic ation m °= m Awa rn m 0 v z z o a, requirements as in the Renton Standard Drawings. o zo o 9. All building sewer and side sewers shall have bedding in m a� accordance with standard drawing 405. AzmA m 10. There shall be a minimum 10 foot horizontal separation between o�� v sanitary side sewers and water services and a minimum 5 foot c r, horizontal separation between sanitary side sewers and all other z c1 c, 0 utilities. 11. The cleanout at the Right -of -Way shall be installed per CALL FOR LOCATIONS BEFORE YOU DIG Standard Plan 407. The cleanout at the building shall be 48HR LOCATORS 1-800-424-5555 installed to surface grade. All other cleanouts shall be installed to within 12" of the surface. TYPICAL BUILDING SEWER STD. PLAN - 408.2 • PUBLIC WORKS FROM PROPERTY LINE TO DEPARTMENT o� BUILDING CONNECTION AUGUST 2013 4/25/18 u: BDLTHDLES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586mm) DIA BIC, (SEE DETAIL) COVER & FRAME PLAN VIEW 25' DIA, C635mm] 1' 3/4' 251.113 119MMI 1J_1L 8 3/4' L 2 1/2' 1222mm] 164mm] TYP COVER SECTION VIEW COVER BOTTOM VIEW BLT SDC. (ALLEN HEAD) 5/8-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 26 1/2' DIA C673mm] 25 1/4' DIA m) DIA ] 1 1/16' 1/4' 1 1/16' C27mm] C6mm] � [27mm1 1/4' (6mm) DIA NEOPRENE GASKET 6' 1/8' Ar IC152mm] C3mm] 1/8' CR3mm] 5/8' 23 3/8' DIA CL OPEN C16mm] C594mm] GASKET GROOVE DETAIL 27 5/16' DIA C694mm] 34 1/8' DIA 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(8) DEPARTMENT MANHOLE FRAME AND COVER DECEMBER 2008 4T (1/A -E PIPE MATERIAL AS SPECIFIED_ BY THE ENGINEER �- 1. AN AN -OUTS DLA E9� S"LL 13 EASE JO DSAJ IRiN1 -TIGHT ASSEMBLY. c 8 (�ODU�C� NB: 0 3) GIS SQUARECLEAN OOT' SHALL BE A WATER AS MBLY. 2 UNIMPROVED-AREAS,OP(XJR ARPM IRE RSG AND COOVER4 ONC�� 0� I - - - - - STD. PLAN - 403.1 0401 PUBLIC WORKS 8" OR 6" CLEANOUT 0 DEPARTMENT FOR SANITARY SEWER MAINloot SURVEYED: SCALE: BEYLER CONSULT. DESIGNED: NTS DTY/KRD DRAWN: DTY/KRD ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: DRB SCALE ACCORDINGLY VERTICAL raw 1988 CITY 0 F HORIZONTAL: NAD 1983/153/1 991 PENTON DATUM " Planning/Building/Public Works Dept. p W (SEE NOTE 7) &Ws LIMITS] OF PIPE ZONE N VI � BEDDING MF TFRIAL FOR O TEE NOTE SEE�WER [PIPE .D.' OF PIPE O FOUNNbA UIN LEVEL BEDD�NC �F10R S�NITARY SEWER FWE � Il I� -. II I �I 1. PROyICfE1 UNIFORM SUPPORT UNDER Is'AIORELI 2. HAND TAMP UNDER IHALINCI ISS. 3. COMPACT BEDDINd MAT IAt� T9 R9 % lill DENSITY tE]KgEPT DIliEC�TEY OVER I PIK. HA.NID TAW -01I 4. PSTA INSTALL 4Q P� PER S C 17 -OB OF THE STANDA SpPP�EEE01 CV 5. OF �ENU�IDAR FC�11i1 01 n0 GREY2� , T O 6. Pul_NE�E M WAN �R A 1� AS ®SSE FLOW IS IMAINTAINFTII O 0 7. 1jiENCM NADT�I-$tlAtt E i€ SiMll a��89�.4 OF"E O �NRARO-SPEgTFIGATIONS. ' I^ ° 9 o s J. ccT J I - I I STD. PLAN - 40S PUBLIC WORKS PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS 8 0 ryes xrn, DATE c' BEYLER CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 5920 100TH ST SW, STE 25 beylerconsulting.com Lakewood, WA 98499 S-392402 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ill WASTEWATER UTILITY 0% (Fitz -James 04/30/2018 dchristen 04/30/2018 ' Q BOUN SHORT PLAT CONSTRUCTION PLANS LUA16-000124, SH PL -A, U 16-006297 SEWER NOTES AND DETAILS R�S�D Not to Scale _ LIFT POCKET -' Ir FRAME 0 DATE: 12/14/2017 3/4" LETTERIN°SEWER" FIELDB OK: NA 2 -�� DIAMETER 2'-0"- _ DRAWING NO: C16 o 0-0 o � SHEET: 16OF-19 M ' DYER (2) �OLT SOC. (ALLEN AD) � v 5� - 11 X 1. STAASS ��O _ � o F_ PARS jj�98T177 TrV.- - 8A5..B„AND OR g/g" T EXPANDABLE II II= FOAM 4T (1/A -E PIPE MATERIAL AS SPECIFIED_ BY THE ENGINEER �- 1. AN AN -OUTS DLA E9� S"LL 13 EASE JO DSAJ IRiN1 -TIGHT ASSEMBLY. c 8 (�ODU�C� NB: 0 3) GIS SQUARECLEAN OOT' SHALL BE A WATER AS MBLY. 2 UNIMPROVED-AREAS,OP(XJR ARPM IRE RSG AND COOVER4 ONC�� 0� I - - - - - STD. PLAN - 403.1 0401 PUBLIC WORKS 8" OR 6" CLEANOUT 0 DEPARTMENT FOR SANITARY SEWER MAINloot SURVEYED: SCALE: BEYLER CONSULT. DESIGNED: NTS DTY/KRD DRAWN: DTY/KRD ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: DRB SCALE ACCORDINGLY VERTICAL raw 1988 CITY 0 F HORIZONTAL: NAD 1983/153/1 991 PENTON DATUM " Planning/Building/Public Works Dept. p W (SEE NOTE 7) &Ws LIMITS] OF PIPE ZONE N VI � BEDDING MF TFRIAL FOR O TEE NOTE SEE�WER [PIPE .D.' OF PIPE O FOUNNbA UIN LEVEL BEDD�NC �F10R S�NITARY SEWER FWE � Il I� -. II I �I 1. PROyICfE1 UNIFORM SUPPORT UNDER Is'AIORELI 2. HAND TAMP UNDER IHALINCI ISS. 3. COMPACT BEDDINd MAT IAt� T9 R9 % lill DENSITY tE]KgEPT DIliEC�TEY OVER I PIK. HA.NID TAW -01I 4. PSTA INSTALL 4Q P� PER S C 17 -OB OF THE STANDA SpPP�EEE01 CV 5. OF �ENU�IDAR FC�11i1 01 n0 GREY2� , T O 6. Pul_NE�E M WAN �R A 1� AS ®SSE FLOW IS IMAINTAINFTII O 0 7. 1jiENCM NADT�I-$tlAtt E i€ SiMll a��89�.4 OF"E O �NRARO-SPEgTFIGATIONS. ' I^ ° 9 o s J. ccT J I - I I STD. PLAN - 40S PUBLIC WORKS PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS 8 0 ryes xrn, DATE c' BEYLER CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 5920 100TH ST SW, STE 25 beylerconsulting.com Lakewood, WA 98499 S-392402 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ill WASTEWATER UTILITY 0% (Fitz -James 04/30/2018 dchristen 04/30/2018 ' Q BOUN SHORT PLAT CONSTRUCTION PLANS LUA16-000124, SH PL -A, U 16-006297 SEWER NOTES AND DETAILS J n I/- -' Ir 0 DATE: 12/14/2017 = FIELDB OK: NA v! PAGE: NA Z DRAWING NO: C16 0 SHEET: 16OF-19 M