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HomeMy WebLinkAboutR-383518z U W Q 0 ry n ( n V / Z ry W 3 w M a z w I LL. If Call 2 Working Days Before You Dig 811 Utilities Underground Location Center 0D,MT,ND,0R,WA) iR 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 1% j PRECAST BASE SECTION OR CAST IN SHELF. 8, 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" 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. Y STD. PLAN -400.1 PUBLIC WORKS STANDARD SANITARY MANHOLE DEPARTMENT SEPTEMBER 2011 g A. J� O F WAS�II�G,,� f. ev a°% PNW HOLDINGS LLC NAL R(D RIED 6" BUILDING SEWER PIPE TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER 1: 3: 5 MIX CONCRETE BLOCKING SE 1/4 SECTION J. TOWNSHIP 23 N., RANGE 5 E, W.M. MA ER TINS RANCH PROPERTY LINE z S-0" FUTURE BUILDING SEWER w Z`2"x 4" STUD MARKING POST PAINTED -' 6°X6"X6" WYE WHITE WITH THE WORD "SEWER' STENCILED } SURFACE CLEANOUT WITH CAST IRON RING & COVER IN 3" HIGH BLACK LETTERS AND #6 WIRE Li WRAPPED AROUND THE STUD AND a. (EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE STUD. 2975 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID, SEE STD. PLAN 403.1 FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WiTH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. 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. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. U( ` 6" SIDE OUTLET TEE SEWER 6" MIN. MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION PSG 0 � G GGN 2% MIN SLOPE / HORIZONTAL SEWER MAIN TYPICAL SIDE SEWER ELEVATION 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. tis�o I � STANDARD SIDE SEWER STD. PLAN -408.1 �1; PUBLIC WORKS INSTALLATION - J$ DEPARTMENT �N o (SEWER MAIN TO PROPERTY LINE) JANUARY 2013 1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 rN O 425.827.3063 F 425.827.2423 REVISION PATCHED ARFA \ A A COVER /J SEAL Wrr!?H AR 4000 OR APPROVED FI-AN i AN EQUAL AND DRY SAND AFTER PATCH+NG NTS - 2'-0" -.--OUTSIDE D A. 2'_0• CEPTH OF CLASS "B" ASPHALT TO BE 2" BELOW BOTTOM OF THE UPPER ADJUSTMENT RING OR A MINiMUM OF B" WHICHEVER IS GREATER. i`i,i�i iJi • i- iiia. - MORTAR JOINT(S) (3/8- M N.) SEE I AC -LIS -VENT .9 NG (1" M.N.) OR NOTE 3 AND SPECIAL PRO\ISON BRICKS. SEE NOTE 4, 7-05.3(1) J` ` QH 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 1/2 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. Y SM. PLAN - 400.4 TYPICAL UTILITY'' COVER APPROVED PUBLIC WORKS DEPARTMENT ADJUSTMENT FOR N 11 �f° v -__j o PAVEMENT OR OVERLAY --------•----- ww. a DAZE 1 `P 07. 1 3.1 g MAJ SURVEYED: sis DESIGNED: DRAWN: CHECKED: BY DATE AP P R APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 At�s BOLTHOLES - 3 PLIES EQUALLY SPACED 120' APART ON 23 1/16' (586nn) DIA B.C. (SEE DETAIL) RENTON SEWER ti p IRA COVER & FRAME PLAN VIEW 25' DIA. [635nn] 1' _ 3/4' 125nn] C19nn] f- 8 3/4' L 2 1/2' F- [222nn] C64nn] TYP COVER SECTION VIEW 26 1/2' DIA C673nn] 25 1/4' DIA C641nn] 1 1/16' 1/4' (6nn) DIA C27nr,] NEOPRENE GASKET 6' C152nn] Z 5/8' 23 3/8' DIA CL OPEN C16nn] C594nn] 27 5/16' DIA C694nn] 34 1/8' DIA COVER BOTTOM VIEW <3) BLT SOC. (ALLEN HEAD) 5/8'-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' C6nr+] r C27nn] 1 [3Mn] 1/8' CR3mrW] GASKET GROOVE DETAIL C867nni 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"). �Y-o STD. PIAN - 401 PUBLIC WORKS MANHOLE FRAME AND COVER 1� DEPARTMENT jO DECEMBER 2008 DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY �" CITY OE RENTON Planning/Building/Public Works Dept. toi S-383504 R- 3835 18 IN COMPLIANCE WITH CITY OF RENTON STANDARDS. 3 BY. Date:"�. . BY: Date: BY: Date: BY: Date: MAERTINS RANCH I 0+20.2015 SANITARY SEWER DETAILS[PARGE:, AW C18 PERMITS: U15-001308, B15-000196 SHEET: 1e OF: 20 DRS PROJECT N0. 14103 IAI-INININ NIA A D m NOTES: ALL 90' TURNS SHALL BE ACCOMPLISHED BY MEANS OF A WYE AND 45' BEND. TWO 1 Z 45' BENDS SHALL NOT BE ACCEPTABLE. � n � 4" BEND AS REQUIRED (NO MORE IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING permit must be purchased from the City of Renton Public Works x < THAN 45' BEND). EVERY 2ND 4" CLEANOUT WYE WiTH Department. CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG. PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION WILL REQUIRE A SURFACE CLEANOUT WYE. i w I w w m INSTALLED. neoprene gaskets as specified by the manufacturer, shall be Z used on joints. z J• 4" FLEXIBLE COUPUNG (FERNCO OR EQUAL) z• J, 3. A minimum grade of 2% (1/4" per foot) must be maintained SURFACE CLEANOUT HOUSE of HOUSE OI HOUSE 01 HOUSE 4. For inspection of side sewer, call 24 hours in advance. The BUILDING DRAIN FOR inspection phone number is on the side sewer permit. Site LOW ELEVATION HOUSE must be ready for Inspection and representative on site when inspector arrives at appointed time. Side sewer and stub shall a. V-0" house_ Do not backfill the ditch until approval is given by the MAIN TO PROPERTY LINE 5'-0" PROPERTY LINE FROM THE HOUSE BUILDING DRAIN inspector. Final approval will be granted after the existing septic SIDE SEWER BUILDING SEWER 2'-6" tank has been pumped out and filled with sand. L 1 3'-0"MIN. TO -0 31-0" MIN. at the house if outlet is shallow. I\\ \\l 1 m m rn ( _ 0 A °� c ' ' M m - m - z m : x = a x =X A m ` SURFACE CLEANOUT II: �4" SURFACE t 4" SEWER PIPE (TYPICAL) bonded contractor. 5"z 5"x6" WYE a / CLEANOUT ° ri > ; a rn nF11 m g -X4. Z 0 > D � mcg 4" SEWER PIPE, SEE NOTES 2 (SEE STD PLAN - 407) WYE ,- 4" TEST TEE WITH AND 3. MINIMUM LINE SIZE FOR requirements as In the Renton Standard Drawings. ..� x� m -Z 0 o rn Zo of 0 rn (J 4" CLEANOUT PLUG FACE UP (TYPICAL) OTHER THAN SINGLE FAMILY IS 6" M z -a � m PROPERTY LINE M 0 m WYE WITH PLUG \ I _PROPERTY UNE m Z ' v v 0 3' MIN. 0 ` 6"x 4" REDUCER 48HR LOCATORS 1-800-424-5555 F F (TYPICAL) z (C`� ° 'N + PUBLIC WORKS MAIN SEWER LINE SPD. PLAN - 408.2 ,s.5 M 1 `P 07. 1 3.1 g MAJ SURVEYED: sis DESIGNED: DRAWN: CHECKED: BY DATE AP P R APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 At�s BOLTHOLES - 3 PLIES EQUALLY SPACED 120' APART ON 23 1/16' (586nn) DIA B.C. (SEE DETAIL) RENTON SEWER ti p IRA COVER & FRAME PLAN VIEW 25' DIA. [635nn] 1' _ 3/4' 125nn] C19nn] f- 8 3/4' L 2 1/2' F- [222nn] C64nn] TYP COVER SECTION VIEW 26 1/2' DIA C673nn] 25 1/4' DIA C641nn] 1 1/16' 1/4' (6nn) DIA C27nr,] NEOPRENE GASKET 6' C152nn] Z 5/8' 23 3/8' DIA CL OPEN C16nn] C594nn] 27 5/16' DIA C694nn] 34 1/8' DIA COVER BOTTOM VIEW <3) BLT SOC. (ALLEN HEAD) 5/8'-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' C6nr+] r C27nn] 1 [3Mn] 1/8' CR3mrW] GASKET GROOVE DETAIL C867nni 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"). �Y-o STD. PIAN - 401 PUBLIC WORKS MANHOLE FRAME AND COVER 1� DEPARTMENT jO DECEMBER 2008 DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY �" CITY OE RENTON Planning/Building/Public Works Dept. toi S-383504 R- 3835 18 IN COMPLIANCE WITH CITY OF RENTON STANDARDS. 3 BY. Date:"�. . BY: Date: BY: Date: BY: Date: MAERTINS RANCH I 0+20.2015 SANITARY SEWER DETAILS[PARGE:, AW C18 PERMITS: U15-001308, B15-000196 SHEET: 1e OF: 20 DRS PROJECT N0. 14103 IAI-INININ NIA A D m NOTES: 1 Z 1. Prior to installation of a sanitary sewer connection, a side -sewer � n � z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING permit must be purchased from the City of Renton Public Works x < zFLOOD o LEVEL RIMS LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER OF THE Department. 0 v z PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION 2, Types of pipe and fittings that can be used for sanitary sewers PP 9 y DEVICE SUCH AS CLEAN CHECK EXTENDABLE BACKWATER VALVE OR APPROVED EQUAL SHALL BE sholl be approved by the Department of Public Works. Rubber or m INSTALLED. neoprene gaskets as specified by the manufacturer, shall be used on joints. 4" FLEXIBLE COUPUNG (FERNCO OR EQUAL) z 3. A minimum grade of 2% (1/4" per foot) must be maintained SURFACE CLEANOUT with 4" pipe. In the event a 2% grade cannot be maintained, the m 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 4. For inspection of side sewer, call 24 hours in advance. The BUILDING DRAIN FOR inspection phone number is on the side sewer permit. Site LOW ELEVATION HOUSE 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 V-0" house_ Do not backfill the ditch until approval is given by the MAIN TO PROPERTY LINE 5'-0" PROPERTY LINE FROM THE HOUSE BUILDING DRAIN inspector. Final approval will be granted after the existing septic SIDE SEWER BUILDING SEWER 2'-6" tank has been pumped out and filled with sand. L 1 3'-0"MIN. TO -0 5. Install side sewer with 2' minimum cover. 18" cover Is allowed at the house if outlet is shallow. I\\ \\l 1 m m rn ( _ 0 A °� c ' ' M m - m - z m : x = a x =X A m ` 6. If side sewer stub is not available. The owner shall be responsible for Its installation per standard drawing 406.1. All work within street right-of-way shall be done by a licensed and o m 0 9 D n y Z p g' v m �i n 0 m p z Nc� mFvr�t o Cx' I am Ox bonded contractor. 0 a rmn m m p r.. C m m T. Z z 0 m v -n F 7. All work shall be accomplished In accordance with the Washington ° ri > ; a rn nF11 m g -X4. Z 0 > D � mcg Industrial Safety and Health Act. (WISHA) zmr �> mvX n m D > 0 so I to p > y > v m >z c� _ M 8. All trench restoration for side sewers in the public right-of-way shall conform to the most current trench restoration o - 52 MZ Irn v m c� > m 0 requirements as In the Renton Standard Drawings. ..� x� m -Z 0 o rn Zo of 0 rn 9. All building sewer and side sewers shall have bedding In �^ c I > = > a m o accordance with standard drawing 405. M z -a � m 10. There shall be a minimum 10 foot horizontal separation between M 0 m sanitary side sewers and water services and a minimum 5 foot Dhorizontal separation between sanitary side sewers and all other m Z ' v v utilities. CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1-800-424-5555 Y (C`� ° 'N + PUBLIC WORKS TYPICAL BUILDING SEWER FROM PROPERTY LINE TO SPD. PLAN - 408.2 :81 DEPARTMENT P 81u 0 BUILDING CONNECTION SEPTEMBER 2012 1 `P 07. 1 3.1 g MAJ SURVEYED: sis DESIGNED: DRAWN: CHECKED: BY DATE AP P R APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 At�s BOLTHOLES - 3 PLIES EQUALLY SPACED 120' APART ON 23 1/16' (586nn) DIA B.C. (SEE DETAIL) RENTON SEWER ti p IRA COVER & FRAME PLAN VIEW 25' DIA. [635nn] 1' _ 3/4' 125nn] C19nn] f- 8 3/4' L 2 1/2' F- [222nn] C64nn] TYP COVER SECTION VIEW 26 1/2' DIA C673nn] 25 1/4' DIA C641nn] 1 1/16' 1/4' (6nn) DIA C27nr,] NEOPRENE GASKET 6' C152nn] Z 5/8' 23 3/8' DIA CL OPEN C16nn] C594nn] 27 5/16' DIA C694nn] 34 1/8' DIA COVER BOTTOM VIEW <3) BLT SOC. (ALLEN HEAD) 5/8'-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' C6nr+] r C27nn] 1 [3Mn] 1/8' CR3mrW] GASKET GROOVE DETAIL C867nni 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"). �Y-o STD. PIAN - 401 PUBLIC WORKS MANHOLE FRAME AND COVER 1� DEPARTMENT jO DECEMBER 2008 DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY �" CITY OE RENTON Planning/Building/Public Works Dept. toi S-383504 R- 3835 18 IN COMPLIANCE WITH CITY OF RENTON STANDARDS. 3 BY. Date:"�. . BY: Date: BY: Date: BY: Date: MAERTINS RANCH I 0+20.2015 SANITARY SEWER DETAILS[PARGE:, AW C18 PERMITS: U15-001308, B15-000196 SHEET: 1e OF: 20 DRS PROJECT N0. 14103 IAI-INININ NIA A D m L� 1 Z I7 � � n � CS 31 46 CD u M CD Z m M M a M 00 C!] D C DI 1 0o (T) 0' � n � O 4. 46 CD CD Z W M 00 C!] W C DI 1 C!1 0' TI CD 0 46 00 >0 CD Z M 00 C!] C DI 1 0' TI M M Q�Q M� M 00 C!]