Loading...
HomeMy WebLinkAboutApproved NE 2nd (SE 132nd) Street Sewer Extension Plan C16006822.pdfINTER SE 132nd ST (NE 2nd ST) &I 52nd AVE SE STA 10+00.00 #WWP2703817 #S-371703 w S-37103 JOIN #! A y' STA 17+60, 3.5 RT �o�'' i sTA 17+72 ,$"x6"TEE SECTION 14 TO�NSHIP 23 NORTH RA 1E 5 EAST W.M. EX SSMH -1,8"-STANDARD �`1' INV EL = 493.86'-B"> >.� s RIM EL = 501.73' 30LF 6"PVC INV EL = 493.40'-8"0 OUT W s = 2.00% MIN. CI TY OF IRENTON, STATE OF VASHINGTON INV EL = 493.50'-8"0 IN E INV EL = 494.46'-6" SSCO #4 & SSCO #4A STA 19+45, 2-8"x6" TEE SSCO #1 AND SSCO1B INV EL = 500.78.34'-8" STA 18+44 , 2 - 8 �6"TEE h,��1 60LF 6"PVC INV EL = 496.78-8" S = 2.00% MIN. GOLF 6"PVC '�INV EL = 501.38'--6" S = 2.00% MIN. INV EL = 497.38'-6" Say KING COUNTY R/W P5P p6 a � S081 L2nd STREET ' °�R `' a I� 2n ST � 4``n ��� �,�(NE 2nd Sfi EEfi) D + o 19+00 N 276LF 8 PVC S = 4.00% W w W w w � w STST ST ST STDR -77KING COUNTY R/W S06 00' TL#144260 0100 TL#1 44260- 0110 SSCO #2 STA 17+68, 8"x6 -TEE SSCO #3 _ INV EL = 493.76'-8b STA 18+47, 8 -x6 -TEE 30LF 6"PVC INV EL = 495.52'-8" S = 2.00% MIN. 30LF 6"PVC INV EL = 494.36'--6" S = 2.00% MIN. INV EL = 497.50'-6" w \ \ 1-1 (J -)w W-- = sr sr s Q —�� => KING COUNTY R/W $�0�' TL#144260-0120 SSCO #5 TL#1442 STA 19+24, 8"x6" TEE SSCO #6 INV EL = 500.02'-8" STA 20+05, 8"x6"TEE 30LF 6"PVC INV EL = 503.22'-8" S = 2.00% MIN. 30LF 6"PVC INV EL = 500.62'-6" S = 2.00% MIN. STA 20+32, 3.5 RT INV EL = 503.82'-6" SSMH #1 -48 - RIM EL = 511.36' 1 V EL = 504.54'-8"0 OUT W INV EL = 504.64'-8"0 IN E A"MTOUMA ENGINEERS AND LAND SURVEYORS,PLLC 255 SW 41st STREET N RENTON, WA 98057 PHONE (425) 251-0665 FAX (425) 251-0625 NO. REVISION m- SMEYM. SOME. TOUMA DEMONM TOUMA MAW DAN orfc C ECKM. I AT FUl1. mL c MHT IF Nor ONE WH DATE APPR "" 1 "=20' 0 LO O cel Q Ln PAVEMENT NOTE ANY PAVEMENT AND/OR ROW RESTORATION IN KING COUNTY ROW SHALL BE AS PER KING COUNTY ROW PERMIT CONDITIONS. °3""' CITY OF RENTON N Planning/Building/Public Works Dept. GRAPHIC SCALE 20 o 10 20 40 ( IN FEET ) 1 inch = 20 ft. SURVEY NOTES INSTRUMENT: TOPCON GPT 300OW TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: AUGUST 2014 BASIS OF BEARING: NE 2nd STREET BENCHMARK: CITY OF RENTON MON # 2103 N 1/4 OF SECTION 14-23-5 PLUG IN CONC IN CASE AT THE INTERSECTION OF SE 128th STREET AND 156th AVE SE ELEVATION = 547.94' (NAVD 88) 110l1X0111 0 CB (TYPE 1) OT TELEPHONE VAULT O STMH (TYPE 11) ° TELEPHONE CABINET O SANITARY SEWER MH SIGN WATER VALVE CONIFER TREE ® WATER METER/SERVICE 0 DECIDUOUS TREE -6- FIRE HYDRANT MONITORING WELL -o- UTILITY POLE � MAIL BOX GUY WIRE ® SIGNAL CABINET f PK NAIL ® POWER JUNCTION BOX ® MON IN CASE/ * 510 510 EX REBAR / PIPE * GAS VALVE AS NOTED © POWER VAULT 0 POWER PEDESTAL 4.00% SSMH #1 -48 f i 76LE 8" pVC - IM EL= 511.36' RIM INV EL = 50 .54'-8"01 Oil W INV EL = 504.64'-8"0 IN E 4W270381-7 to 70m 490 3 STA 17 STA 17+60, 5 RT SCALE: HO IZONTA 1 "=20 EX SSMH -4E"-STANDARD RIM EL = 501,73' VE TICAL 1 ?) =J INV EL = 493.40'-8"0 OUT W r n Fn un N � LO �r LO 6 to c6 to Ci LO 00 18400 19 00 20f 00 A"MTOUMA ENGINEERS AND LAND SURVEYORS,PLLC 255 SW 41st STREET N RENTON, WA 98057 PHONE (425) 251-0665 FAX (425) 251-0625 NO. REVISION m- SMEYM. SOME. TOUMA DEMONM TOUMA MAW DAN orfc C ECKM. I AT FUl1. mL c MHT IF Nor ONE WH DATE APPR "" 1 "=20' 0 LO O cel Q Ln PAVEMENT NOTE ANY PAVEMENT AND/OR ROW RESTORATION IN KING COUNTY ROW SHALL BE AS PER KING COUNTY ROW PERMIT CONDITIONS. °3""' CITY OF RENTON N Planning/Building/Public Works Dept. GRAPHIC SCALE 20 o 10 20 40 ( IN FEET ) 1 inch = 20 ft. SURVEY NOTES INSTRUMENT: TOPCON GPT 300OW TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: AUGUST 2014 BASIS OF BEARING: NE 2nd STREET BENCHMARK: CITY OF RENTON MON # 2103 N 1/4 OF SECTION 14-23-5 PLUG IN CONC IN CASE AT THE INTERSECTION OF SE 128th STREET AND 156th AVE SE ELEVATION = 547.94' (NAVD 88) 110l1X0111 0 CB (TYPE 1) OT TELEPHONE VAULT O STMH (TYPE 11) ° TELEPHONE CABINET O SANITARY SEWER MH SIGN WATER VALVE CONIFER TREE ® WATER METER/SERVICE 0 DECIDUOUS TREE -6- FIRE HYDRANT MONITORING WELL -o- UTILITY POLE � MAIL BOX GUY WIRE ® SIGNAL CABINET � PK NAIL ® POWER JUNCTION BOX ® MON IN CASE/ * LIGHT POLE 0 EX REBAR / PIPE * GAS VALVE AS NOTED © POWER VAULT 0 POWER PEDESTAL 80 KING COUNTY ROW SEWER NOTE THE PROJECT WILL EXTEND 538 LINEAR FEET OF 8" DIAMETER SEWER MAIN IN KING COUNTY ROW THE THE ADDITION OF 2 SEWER MONHOLES AND 13 SEWER STUBS, SHEET INDEX 1 OF 4 SANITARY SEWER PLAN & PROFILE 1 2 OF 4 SANITARY SEWER PLAN & PROFILE 2 3 OF 4 SANITARY DETAILS 4 OF 4 SANITARY DETAILS OWNER KUSAL VARMA 10922 144th AVE SE RENTON, WA 98059 206-353-3168 ENGINEER /SURVEYOR TOM TOUMA (ENGINEER) TOUMA ENGINEERS AND LAND SURVEYORS, PLLC 255 SW 41 st STREET RENTON, WA 98057 425-251-0665 DAN TOUMA (SURVEYOR) TOUMA ENGINEERS AND LAND SURVEYORS, PLLC 255 SW 41st STREET RENTON, WA 98057 425-251-0665 016006822 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: NE 2nd ST SEWER EXTENSION 10/17/2016 RUDBOW, SEWER PLAN AND PROFILE h: TAX LOT #142305-9092 9 1 7003B SHM..1 M 4 CD L0 0 L/-) U Q CD LO O N V) Q 75 Si � 670 60-0130 PORTION OF THE NE 1/4 OF THE NW 1/4 SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY 1OF REN TON, STATE OF WASHINGTON L_ TL# 142305-9073 SSCO# 9 STA 25+58, 8"x6"TEE EX MpuSE INV EL = 509.44'-8" 30LF 6"PVC (N88'10'08"W DEED) S?6 �s2 S = 2.00% MIN. s N8$°11'11 "W --�6 1600 r INV EL = 510.04'-6" 24 25 4' HIGH WOOD FENCE 00 Ld 520 /� e o TL# 143059092 00 Lu�\—s24 -0 SSCO 17 & 550 #7A \ N `✓ Z • STA 20+66, 2-8"x6"TEE P °-4 OC) R=35.99 - INV EL �= 505.84'-8" ��� 00 op 1 APL MAPLE L=55.8 60LF 6 PVC �C, o 0 0 . S = 2.00% MIN. 5p``� �� 18"M L 4"M E Tan=35. 3---- INV EL = 506.44'-6" �`� sp& \ 15" ABLE Delta= 91 °20'45 20' COT \ / f ING COUNTY W \ S� • ' a y 'C Ti COT(N8800 08 w DEE 89.17 \ SE 132nd STREET J (NE 2nd STREE 21+00 / 22+00 —+- 262LF $" PVC S W wW l ll 4c� -5O ST z �n —3'Sp 5 TL# 142305-9100 SSCO #8 STA 20+85, 8"x6" TEE INV EL = 506.60'-8" 30LF 6"PVC S = 2.00% MIN. INV EL = 507.20'-6" e w �, �` w s, w w KIN%ODUNTY R/W SSCO #10 STA 21+62, 8"x6"TEE INV EL = 509.64'-8" 30LF 6"PVC S = 2.00% MIN. INV EL = 510.24'-6" TL# 142305-9093 N 1/4 CORNER SEC 23-24-05 CITY OF RENTON MON #2103 COPPER PLUG IN CONC IN CASE N=180828.789 E=1319243.764 EL= 47.94' w TL# 366450-0200 30.00' 30.00' C) W N Q I � � w N Ln J26 �i g Q N 23+0 W � 522-- 30.00' f E I A6mffTOUMA ENGINEERS AND LAND SURVEYORS,PLLC 255 SW 41st STREET N RENTON, WA 98057 PHONE (425) 251-0665 FAX (425) 251-0625 NO, ff W&"ffim SURVEYM SO N4. TOUMA TOUMA MAW DAN (� ore t ;; ren sc v ►nor ONE arra DATE APPR "� �,r TL# 366450-0201 FOUND LEAD & TACK IN CONC MON IN CASE I STA 21+00 156th AVE SE 9.3 LT= 1 STA 22+94 (NE 2nd STREET) 3.5 LT f� 520 510 500 1 "=20' 30.00' SSMH #2 -48 - RIM EL = 524.00' INV EL = 515.12'-8"O OUT W INV EL = 515.22'-8"0 IN N k - z O U C� z " AU► X99' Y CITY OF WL RENTON N Planning/Building/Public Works Dept. GRAPHIC SCALE 20 0 10 20 40 ( 1N FEET ) 1 inch = 20 ft. SURVEY NOTES INSTRUMENT: TOPCON GPT 300OW TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: AUGUST 2014 BASIS OF BEARING: NE 2nd STREET BENCHMARK: CITY OF RENTON MON # 2103 N 1/4 OF SECTION 14-23-5 PLUG IN CONC IN CASE AT THE INTERSECTION OF SE 128th STREET AND 156th AVE SE ELEVATION = 547.94' (NAVD 88) LEGEND 0 CB (TYPE 1) OT TELEPHONE VAULT O❑ STMH (TYPE 11) ° TELEPHONE CABINET SANITARY SEWER MH -0 SIGN WATER VALVE CONIFER TREE ® WATER METER/SERVICE 0 DECIDUOUS TREE -6 FIRE HYDRANT ® MONITORING WELL -0- UTILITY POLE In MAIL BOX GUY WIRE PK NAIL ®SIGNAL CABINET ED MON !N CASE/ ® POWER JUNCTION BOX �r-( LIGHT POLE G EX REBAR / PIPE tD GAS VALVE AS NOTED ® POWER VAULT L] POWER PEDESTAL PAVEMENT NOTE ANY PAVEMENT AND/OR ROW RESTORATION IN KING COUNTY ROW SHALL BE AS PER KING COUNTY RDW PERMIT CONDITIONS. 80 i 016006822 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: NE 2nd ST SEWER EXTENSION 10/17/2016 fa.oriooK: SEWER PLAN AND PROFILE PAM- Nomm W TAX LOT #142305-9092 9170038 s m. 2 of 4 z z z z z z z Q Q Utility Specifications Sanitary sewer Nates and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. 1. All work and work material shall be in conformance with the standards and specifications Of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right of way shall be per City specifications on weekdays unless otherwise approved in writing by the Planning/Building/Public Works Department. An approved traffic control plan must be obtained prior to beginning any work within public right of way. 3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. 4. A pre -construction conference and a 24 hour notice shall be required prior to starting new construction. It shall be the contractor's responsibility to Secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractor's responsibility to notify the Public Works inspector 24 hours in advance of backfilling all construction. 5. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 6. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 7. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 8. A copy of these approved plans must be on the job site whenever construction is in progress. 9. The contractor shall provide the City of Renison with an as -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 10. Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers rn.ust extend for one pipe diameter on each side of the pipe or to the Tide of the trench. Materials to complete the fill over pipe shall be the same as described. 11. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanica0v compacted unless otherwise approved by 12. Datum for Vertical Control shall be North Arnerican Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datom 1983/1991 Meters Unless otherwise approved by the City of Renton Public Worlcs Department. Reference benchmark and elevations are noted on the plans, 13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on-site erosion after the completion of construction. 14. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specif€cations. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. 16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade or must have minimum 2' diameter concrete ring poured at grade. In paved area, cover must slope in all directions to match paving. TOUMA ENGINEERS AND LAND SURVEYORS,PLLC 255 SW 41st STREET w RENTON, WA 98057 PHONE (425) 251-0665 FAX (425) 251-0625 PORTION OF THE NE 1/4 OF THE NW 1/4 SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, CITY OF RENTON, STATE OF WASHINGTON REVISION 7' ,B. W.M. NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MW.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER CASKETED 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, tB, C. E•48" MH 4B" H 54" MW. 5"MIN 8MIN. 5.5" MIN AIN'. 21" I.D.F-� 24" I.D.60" 8" MIN. 6MIN. 3O" LD. 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 4.01. 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 GASKETFD 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. tits -\p STD. PLAN - 400.1 PUBLIC WORKS STANDARD SANITARY MANHOLE DEPARTMENT SEPTEMBER 2011 BY I DATE I APPR SURVEYED., TOUMA DDT DT CHECKIW; MHT APPR ym 1"=20' OIC INCH AT FULL SCALE IF NOT ONE NOH SCALE ACCORDINGLY A PATCHED AREA SEAL PATH AR 4900 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING 2'-0' MORTAR JD r4T(S) (3/8" MN.) SEE NOTE 3 AND SPECIAL PROVISON 7-05.3(1). PLAN NTS A DA. 2'-tl" DEPTH OF CLASS "B" ASPHALT TO BE 2" BELOW BOTTOM OF THE UPPER ADJUSTMENT RING OR A MINIMUM Or 8" WHICHEVER IS GREATER. ADJUSTMENT RING (1" M>N_) OR BRICKS. SEE MOTE 4 SECTION A— A NOTES 1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STI? PLAN 400.1. 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF W OF CLASS 'B" ASPHALT OR TO A DEPTH THAT IS 2" 9ELOW THE BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS GREATER OR AS APPROVED BY THE ENGINEER. 3 ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS, BRICKS AND FRAME SHALL BE GROUTED 4 ADJUSTMENT OF THE FRAME TO GRADE SHALL BE ACCOMPLISHED WITH A CON18fNATION Or ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 112 BOND THE USE OF SHIMS 16 PROHIBITED. y STD. PLAN - 400.4 �1 TYPICAL UTILITY COVER APPROVED PUBLIC HENT ADJUSTMENT FOR DEPARTMENT PAVEMENT OR OVERLAY a--� _ 1 w'Yw .ra Lim1e1�"r GATE VERTICAU N°R " D'M3'$91 CITY OF RENTON NTO Planning/Building/Public Works Dept. YQNAL C 16006822 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: NE 2nd ST SERVER EXTENTSION 10/17/16 SEWER NOTES AND DETAILS X01' TAX PARCEL 142305-9092 PAM- DRAWING No- 917006 z PORTION OF THE NE 1/4 OF THE NW 1/4 z SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. z CITY OF RENTON, STATE OF WASHINGTON z Q T_ a RENTON SEWER o ti t B❑LTHOLES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586mm) DIA B.C. (SEE DETAIL) COVER & FRAME PLAN VIEW _ 25" AIA. 1635r1r17 1' 3/4'25r1r13 C19Mr1] 8 3/4'L 2 1/2' C222mml C64mml TYP COVER SECTION VIEW 26 1/2' DIA C673mml 25 1/4' DIA 1641rhih] 1 1/16' 1/4' (6mm) DIA L27rhrl] NEOPRENE GASKET I 6' C1S� rlrl] 5/8' 23 3/8' DIA CL OPEN 116MMI 1594ror1] 27 5/16' DIA 1694rnr1] 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' 1 1/16' CSnr1] I:z7MmI L3r7m1 CfZ3rnroJ GASKET GROOVE DETAIL LOD/MM_1 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"). �n L3 � PUBLIC WORKS MANHOLE FRAME AND COVER STD. PLAN - 401 DEPARTMENT �;;:.• DECEMBER 2008 W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) ---`\ FOUNDATION LEVEL LIMITS OF PIPE ZONE �O,r D. OF PIPE RE BEDDING FOR SANITARY SEWER PIPE NATES: 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 7-06 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALT. 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. isPUBLIC WORKS DEPARTMENT 16mffTOU M A ENGINEERS AND LAND SURVEYORS,PLLC 255 SW 41st STREET N RENTON, WA 98057 PHONE (425) 251-0665 FAX (425) 251-0625 STD. PLAN -405 PIPE BEDDING FOR SANITARY SEWERS rel I ,---EX. SEWER VAIN PROPERTY LINE T __rSPOOL (LENGTH AS NEEDED) i 6" SEWER STU9E FUTURE 4' SIDE SEWER / 2"x 4" STUD MARKING POST PAINTED SEWER MAIN TEE X 6" TEE , 6' CAP/ WHITE WITH THE WORD "SEWER" STENCILED IN 3" HIGH BLACK LETTERS AND #6 WIRE LU WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. COUPLING (TYP.) 1 ! 5'X6'X6' SURFACE CLEANOUT WITH CAST IRON RING AND COVER I (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR ' APPROVED EQUAL, SPECIFY "SEWER" ON LID), r ( (SEE STD. PLAN 403.1 FOR INSTALLATION) I ------------------------ T --t F JM EAGLE THREADED CLEAN-OUT ADAPTER HUD i---� BEND AS dt PLUG (OR APPROVED EQUAL) REQUIRED EXISTING SANITARY SEWER MAW --lox MIN. OPE L FUTURE 4" SIDE SEWER �6" SEWER STUB B"X6"X6' WYEFUTURE 111 4" REDUCER SEWER MAIN SIZE X 6" TEE ACCEPIABLE PaDMUftES EM SIDE SEWER C2K9j3QbL-LjQ EXISTING $EWIER 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 WIT" A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCNL.E 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 111E STRUCTURE SHALL BE CORE -DRILLED. f � 3000 PSI CONCRETEIX 11 BLOCKING ' Cox 27L MIN SLOPE /HORIZONTAL 6" TEE SEWER SEWER MAIN 5" MIN, MAIN OF TEE AT MAIN BEIKEN 2x_6N0__1x TYPICAL SIDE _SEWER 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 '� hE0' DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) ALL 90' TURNS SHALL BE ACCOMPLISHED BY MEANS OF A WYE WITH CLEANOUT AND 45' BEND. TWO 45' BENDS SHALL NOT 13F 4" BEND AS REQUIRED (NO MORE ACCEPTABLE. (SEE NOTE 11) THAN 45' BEND), EVERY 2ND 4" CLEANOUT WYE WITH CHANGE IN DIRECnON OR GRADE 45' BEND AND PLUG. WILL REQUIRE A SURFACE (SEE NOTE 11) CLEANOUT WYE. (SEE NOTE 11) w w w HOUSE (L HOUSE CL HOUSE of HOUSE o= a � r 3 L 0" MIN. 4" SEWER PIPE 1 T�4" SURFACE SURFACE CLEANOUT v (TYPICAL) 6"x 6"x6" WYE EANOUT 4" SEWER PIPE, SEE NATES 2 (SEE STD PLAN - 407) YE �4" TEST TEE FACE UP TH OTHD3. MINIMUM ER THAN SNGINELE FSIZE IS 6" 1 E WITH (TYPICAL)PROPERTY LINEOUT PROPERTY LINE 3' MIN. c� 0 c3 6"x 4" REDUCER F N (TYPICAL) N x MAIN SEWER LINE w x NOTES: z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING 1. Prior to installation of a sanitary sewer connection, a side -sewer a a FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION permit must be purchased from the City of Renton Public Works 0 OF THE NEXT UPSTREAM MANHOLE COVER OF THE Department. Mt 0 PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION aE DEVICE SUCH AS CLEAN CHECK EXTENDABLE o BACKWATER VALVE OR APPROVED EQUAL SHALL BE 2. Types of pipe and fittings that can be used for sanitary sewers U m INSTALLED. shall be approved by the department of Public Warks. Rubber or neoprene gaskets as specified by the manufacturer, shall be 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) used on icints, z a s w SURFACE CLEANOUT 3. A minimum grade of 2% (1/4" per fool) must be maintained rn 4"x 4"x4" WYE with 4 pipe. In the event a 2% grade cannot be maintained, the 4" PIPING owner must sign a City of Renton grade release form and then can install 6" pipe at a grade of 1X. LAN BUILDING DRAIN FOR 4- For inspection of side sewer, call 24 hours in advance- The LOW ELEVATION HOUSE inspection phone number is on the gide 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 SIDE SEWER BUILDING SEWER 2'-6" tank has been pumped out and Filled with sand. 3'-O"MIN. TO N-0" 5. install side sewer with 2' minimum cover_ 18" cover is allowed _ at the house it outlet is shallow. f`1 44 6. If side sewer stub is not available. The owner shall be m1 responsible for its installation per standard drawing 406.1. All IL J m= Nrrl I ELn M-0 Z a a A mA A n C N. m U) m- z m x = n x ��[ � work within street right-of-way shall be done by a licensed and z o N z A p m C oC no z m X p Z p banded contractor. Om QZ Cn1 0 r0 rn '�6x lQpm 0 x r �o �� ry ' mo r M a 0 z r) Om 7. All work shall be accomplished in accordance with the Washington 'z;5 m m6m a n am nm y m n m Sndustrial Safely and Health Act. (WISHA) ct n x m z o O o a c o r S. All trench restoration for side sewers in the public right-of-way m a z C z 0 z e y � z shall conform to the most current trench restoration m- rn a ' n m rc'I rq 0 requirements as in the Renton Standard Drawings. I m MA Z tl rmx -z ono a rn 9. All building sewer and side sewers shall have bedding in W - 0 cD m y - accordance with standard drawing 405. a �C MzT M M 10. There shall be a minimum 10 foot horizontal separation between oN sanitary side sewers and water services and a minimum 5 foot phorizontal separation between sanitary side sewers and uk other M Z O utilities. c� O 11. The cleanout at the Right -of -Way shall he installed per CALL FOR LOCATIONS BEFORE YOU DIG Standard Plan 407. The cieanaut at the building shall be 48HR LOCATORS 1-800-424-5555 installed to surface grade. All other cleanauts shad be installed to within 12 of the surface. nt PUBLIC WORKS TYPICAL BUILDING SEWER STD. PLAN - 406.2 DEPARTMENT FROM PROPERTY LINE TO BUILDING CONNECTION AUGUST 2013 C 16006822 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SURVIEYM. SCALE: DAVE TOUMA r HoR` 1I iq /im NE 2nd ST SEWER EXTENTSION 10/17/16 NnQamT 1 =20 C*NT C1TY OFRENTON SEWER NOTES AND DETAILSDIllAWR DT ONE INCH TAX PARECL 142305-9092 PAGF- DRI„f,,,,� W. MHT AT FULL SC -F Planning/Building/Public Works Dept. 917006 IF NOT ONE INCH NO. REVISION BY DATE APPR APIA: SC&E ACC0R01NGLY slur: OF: 4 4