Loading...
HomeMy WebLinkAboutP_C16006822_171221_signedasbuilt.pdfINTER SE 132nd ST (NE 2nd ST) &152nd AVE SE STA 10+00.00 #WWP2703817 #S-371703 S-37103 STA 17+60, 3.5 RT EX SSMH -48"-STANDARD RIM EL = 501.73' INV EL = 493.40'-8"0 OUT W INV EL = 493.50'-8"0 IN E Nsv�PNo JJI.0 #IA STA 17+72 ,8"x6"TEE SECTION 14, TO NSHIP 23 NORTH, RANGE 5 EAST, W.M. INV EL = 493-W' 493.90'-8" @C7 STMH (TYPE 11) ° TELEPHONE CABINET OS SANITARY SEWER MH n' SIGN 30LF 6"PVC CITY OF RENTON, STATE OF WASHINGTON S = 2.00% MIN. �"� ® WATER METER/SERVICE (D DECIDUOUS TREE -b FIRE HYDRANT ® MONITORING WELL INV EL = 494.46' 494.50'-6" 4 UTILITY POLE o MAIL BOX SSCO #4 & SSCO #4A PAVEMENT NOTE ® SIGNAL CABINET ® MON IN CASE/ BOX ANY PAVEMENT AND/OR ROW RESTORATION STA 19+45, 2-8"x6" TEE SSCO #1 AND SSCO #1B KING COUNTY ROW PERMIT CONDITIONS. INV EL = 399:74' 500.78'-8" 6OLF 6"PVC STA 18i 44 18+50, 2 - 8"x6"TEE0 INV EL = 496:7 ' 496.96-8" g' S = 2.00% MIN. c� 'S0 INV EL = 36; 3# 501.38'-6" o 6OLF 6 PVC n> S = 2.00% MIN. INV EL =497:35= 497.56'-6" r- - - KING COUNTY R/W -� <�7 SE 132nd STREET (NE 2nd STF 19+00 276LF 8" PVC S = 4.06% 4.02% w w w w W srP�� sr sr ST sr �� pR ❑ ® PSP KING COUNTY R/ ,^#144260-0100 SSCO #2 STA 1:1+68 18+02, 8'x6'TEE INV EL = A°�6' 495.09'-8" 30LF 6"PVC S = 2.00% MIN. INV EL = 494.36' 495.69'-6" TL#144260-0110 SSCO #3 STA 18+47, 8"x6"TEE INV EL =4Qq q 496.92'-8" 30LF 6"PVC S = 2.00% MIN. INV EL = 497.59' 497.52'-6" w w ST- KING r- KING COUNTY R/W m ST w ST / TL#144260-0120 I TL#144260-0130 SSCO #6 STA 20+05, 8"x6"TEE SSCO #5 INV EL = 393H6-503.19'-8" 3OLF 6"PVC STA 19+24 19+35, 8"x6" TEE S = 2.00% MIN. INV EL=J5@0.6g 500.49'-8" INV EL = 5e3 -.7e' 503.79'-6" 30LF 6"PVC STA 20+32, 3.5 RT S = 2.00% MIN. I SSMH #1-48 INV EL = 300:62' 501.09'-6" RIM EL = 511-36' 512.10' INV EL=�@#�4`504.60'-8"0 OUT W INV IL = 384-64'504.70'-8"0 IN E 0 C) 21 L7 0 GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. SURVEY NOTES INSTRUMENT: TOPCON GPT 3000W 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 1 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) "AS -BUILT" NOTE: "AS -BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. ArD11"ui1991 Y CITY OF g� RENTON Planning/Buildinq/Public Works Dept. DAN TOUMA (SURVEYOR) TOUMA ENGINEERS AND LAND SURVEYORS, PLLC 255 SW 41st STREET RENTON, WA 98057 425-251-0665 C16006822 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS NE 2nd ST SEWER EXTENSION 10/17/2016 swoom SEWER PLAN AND PROFILE ,wo: 9 TAX LOT #142305-9092 sir: 1 � . 1 m.4 4 LEGEND ❑C] CB (TYPE 1) 0 TELEPHONE VAULT @C7 STMH (TYPE 11) ° TELEPHONE CABINET OS SANITARY SEWER MH n' SIGN CONIFER TREE oa WATER VALVE �"� ® WATER METER/SERVICE (D DECIDUOUS TREE -b FIRE HYDRANT ® MONITORING WELL 4 UTILITY POLE o MAIL BOX GUY WIRE + PK NAIL PAVEMENT NOTE ® SIGNAL CABINET ® MON IN CASE/ BOX ANY PAVEMENT AND/OR ROW RESTORATION ® POWER JUNCTION X( LIGHT POLE o EX REBAR /PIPE IN KING COUNTY ROW SHALL BE AS PER AS NOTED 111 GAS VALVE KING COUNTY ROW PERMIT CONDITIONS. P POWER VAULT • SET 1/2" REBAR AND CAP LS#38992 0 POWER PEDESTAL 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 H. ����oR wnsk0 j� KUSAL VARMA F� 10922 144th AVE SE RENTON, WA 98059 10 70 206-353-3168 A,ti4 ENGINEER/SURVEYOR TOM TOUMA (ENGINEER) TOUMA ENGINEERS AND LAND SURVEYORS, PLLC 255 SW 41st STREET RENTON, WA 98057 425-251-0665 "AS -BUILT" NOTE: "AS -BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. ArD11"ui1991 Y CITY OF g� RENTON Planning/Buildinq/Public Works Dept. DAN TOUMA (SURVEYOR) TOUMA ENGINEERS AND LAND SURVEYORS, PLLC 255 SW 41st STREET RENTON, WA 98057 425-251-0665 C16006822 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS NE 2nd ST SEWER EXTENSION 10/17/2016 swoom SEWER PLAN AND PROFILE ,wo: 9 TAX LOT #142305-9092 sir: 1 � . 1 m.4 4 O In O N Q f— Lf) SSCO# 9 STA 21+58 21+66, 8"x6"TEE INV EL = 569-44' 509.77'-8" 30LF 6"PVC S = 2.00% MIN. INV EL =510.04 510.37'-6" PORTION OF THE NE 1/4 OF THE NW 1/4 SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY IOF RENTON, STATE OF WASHINGTON L SET LEAD & TACK TL 142305-9073 AT BASE OF CONC # WALL EX HOUSE (5/17) 4' HIGH WOOD FENCE , TL# 1423059092 SSCO #7 & SSCO #7A STA -28+t& 21+22, 2-8"x6"TEE INV EL = 386.84' 508.00'-8" 1 APL "MAPLE 60LF 6"PVC S = 2.00% MIN. 18"M L 4"M E INV EL = 696,4 508.60'-6" 15" APLE SET / AND CAPLT3#38992 / 20' COT ( (5/17) / ING COUNTY W P C T1 COT PQLE ti 44 SE 132nd STREET (NE 2nd STREET) W WIN w w w 0 — w 30.00' 0 0 +— NI w 3 I W, 3 I 3f r 1 RT 2I N ' N O N T K G COUNTY R/W R �p7,1NV TL# 142305-9100 30.00' #8 TL# 142305-90939+$x21+05, 8"x6" TEESSCO #10 L = 586:68 507.33'-8" STA -2t+-6-2 21+69, 8"x6"TEE 30LF 6"PVC INV EL =b09:$4' 509.93'-8" S = 2.00% MIN. I 30LF 6"PVC INV EL = 5920' 507.93'-6" S = 2.00% MIN. INV EL =-St6 24' 510.53'-6" I I , TELEPHONE CABINET IS SANITARY SEWER MH VIZ SIGN m WATER VALVE CONIFER TREE Ill WATER METER/SERVICE 0 DECIDUOUS TREE � FIRE HYDRANT ® 520 -o- UTILITY POLE o MAIL BOX C --GUY WIRE ® SIGNAL CABINET PK NAIL ® POWER JUNCTION BOX ® MON IN CASE/ ( LIGHT POLE o EX REBAR / PIPE 111 GAS VALVE 3.93% AS NOTED © POWER VAULT 0 SET 1/2" REBAR AND CAP LS#38992 0 POWER PEDESTAL 2r F 8 STA 21FO"56th AVE SE) 3.5 LT TA 221-94 2nd STREET SSMH #2 -48 - RIM EL = 524 GG 524.75' IIJV EL := 6lF5.12L515.00"-8"15 OUT W M M � LO N N 500 ul LO Ln 21 00 22--00 23-00 � TOUMA ENGINEERS AND LAND SURVEYORS,PLLC 255 SW 41st STREET RENTON, WA 98057 PHONE (425) 251-0665 FAX (425) 251-0625 NO. REVISION 3 3 3 3 NII/4 CORNER SEC 23-24-05 Cl OF RENTON MON #2103 C PIPER PLUG IN CONC I CASE N 180828.789 E=1319243.764 El[ 47.94' TL# 366450-0200 30.00 W W I \ In AI 30.00' INV EL = 525.38' 12" CONC INV EL = 524.86' 12" CONC INV EL = 524.33' 12" CONIC TL# 366450-0201 INV EL = 523.29' 12" CONC FOUND LEAD & TACK IN CONC MON IN CASE 0 10 GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. SURVEY NOTES INSTRUMENT: TOPCON GPT 3000W 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 ❑❑ CB (TYPE 1) OT TELEPHONE VAULT O STMH (TYPE 11) TELEPHONE CABINET IS SANITARY SEWER MH VIZ SIGN m WATER VALVE CONIFER TREE Ill WATER METER/SERVICE 0 DECIDUOUS TREE � FIRE HYDRANT ® MONITORING WELL -o- UTILITY POLE o MAIL BOX C --GUY WIRE ® SIGNAL CABINET PK NAIL ® POWER JUNCTION BOX ® MON IN CASE/ ( LIGHT POLE o EX REBAR / PIPE 111 GAS VALVE AS NOTED © POWER VAULT 0 SET 1/2" REBAR AND CAP LS#38992 0 POWER PEDESTAL STA 21+00 (156th AVE SE) 9.3 LT= STA 22+94 (NE 2nd STREET) 3.5 LT SSMH #2 -48 - RIM EL = 524-66' 524.75' INV EL =X2'515.00'-8"0 OUT W INV EL = 516.22' 515.10'-8"0 IN N PAVEMENT NOTE ANY PAVEMENT AND/OR ROW RESTORATION IN KING COUNTY ROW SHALL BE AS PER KING COUNTY ROW PERMIT CONDITIONS. 520 "AS -BUILT" NOTE: "AS -BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. 510 500 1"=20' ONE RlGI AT MILL SCALE F tW ONE WH SCAE AOCOMMLY 9470 `' Jaw I= MMM "M' ` Y CITY OF U RENTON Fy O Planning/Building/Public Works Dept. 80 C16006822 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS NE 2nd ST SEWER EXTENSION SEWER PLAN AND PROFILE TAX LOT #142305-9092 10/17/201 DRUM W. 917003B sNEEr. 2 or:4 BOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586mn) DIA R.C. <SEE DETAIL) COVER & FRAME PLAN VIEW 25' DIA._ C635mm7 1" 19MMI mm] C19mn7 8 3/4' 2 1/2" f— 1222mn7 C64mm3 TYP COVER SECTION VIEW 26 1/2' DIA C673mm] FF/N/C 25 1/4'DIA C641mm7 (6mm) DIA RENE GASKET 5/8' 23 3/1 DIA CL OPEN_,,,I 116mm7 594mm7 27 5/16' DIA C694nm7 34 1/8' DIA C867mm7 FRAME SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEMI) 5/1 X 15 SS RUBBER WASHER EON BOLTING DETAIL 1 1/16' 1/4' 1 1/16• ' C2/nm7 [6mm] r [27mn7 �L -- 6' I/a• J C152mm7 C3mm7 1 1/8' �- CR3mm] 6., SEWS STUBE GASKET GROOVE DETAIL NOTES: 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"). PUBLIC WORKS I MANHOLE FRAME AND COVER DEPARTMENT I STD. PLAN — 401 DECEMBER 2008 PORTION OF THE NE 1/4 OF THE NW 1/4 SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON W (SEE NOTE 7) --,, LIMITS OF PIPE ZONE 1 r—Orr BEDDING MATERIAL FOR SANITARY SEWER PIPE %i O.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL 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 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. PUBLIC WORKS DEPARTMENT iTOUviA ENGINEERS AND LAND SURVEYORS,PLLC 255 SW 41st STREET — RENTON, WA 98057 PHONE (425) 251-0665 FAX (425) 251-0625 -_--- EX. SEWER MAIN i ; THAN 45' BEND). EVERY 2ND CHANGE IN DIRECTION OR GRADE PROPERTY UNE .—SPOOL (LENGTH AS NEEDED) ' CLEANOUT WYE. (SEE NOTE 11) I a I 3.-0.. �I I SEWER 6., SEWS STUBE 1 FUTURE 4" SIDE WYE WITH Eu4our (TYPICAL) I it e 6"x 4" REDUCER ca —PROPERTY UNE r (TYPICAL) a \ 1 ` 2•'x 4" STUD MARKING POST PAINTED B" CAP W4Y7E WITH THE WORD "SEWER" STENCILED `SEWER MAIN TEE X 6" TEE SURFACE CLEANCUT - IN 3" HIGH BLACK LETTERS AND 06 WIRE w I WRAPPED AROUND THE STUD AND EXTENDED TO THE MR OF THE STUD. COUPLING (TYP.) I 8'%6'X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORMS PRODUCT NO. 00367502 OR LTS ; APPROVED EQUAL, SPECIFY 'SEWER" ON UD), I I (SEE STD. PLAN 403.1 FOR INSTALLATION) ------------------------ F---- '__ UM EAGLE THREADED CLEAN-OUT ADAPTER HUB �---� ,4 PLUG (OR APPROVED EQUAL) BEND AS REQUIRED TING SANITARY -a SEWER MAN youx IN. OPE FUTURE 4" SIDE SEWER -6" SEWER STUB 6'X6"X6' WYE it FUTURE 6"x 4-' REDUCER SEWER MAN SIZE X 6" TEE Ar.cFPTA $ F PROCEDURES FOR am SF'NER C(J(I(UF ONc TO Fy9cTN - cFWER IAgN 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 @ 0900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). 0. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E MANHOLE CONNECTION SHALL NNECT ON D LL OANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE 3000 PSI MIX CONCRETE BLOCKING SEWER SEWER MAIN 6" MN. MAN ORMETF BLOCKING ANGLE TYPICAL SIDE SEWER OF TCF AT MAIN BETWEEN 25' AND 45' NQ- UNLESS OTHERWISESHOWN ON PLAN, SDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5 LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STD, PLAN - 408 PIPE BEDDINGPUBLIC WORKS FOR SANITARY SEWERS DEPARTMENT [e) iwa,wx. ".sLu a4Tr SURVEYED: TOUMA DESIGN ED. DRAWN. DAN CHECKED. MHT NO. REVISION BY DATE APPR Arm STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) SCME: SCALE ONE NCH AT FULL WMX IF NOT ONE NCH SCAE ACCORDINGLY VIOTOC41: NAM , HORRTN: DNNO ,965 199, rlt 1 STD.PLAN- Planning 4" BEND AS REQUIRED (NO MORE 3-0" THAN 45' BEND). EVERY 2ND CHANGE IN DIRECTION OR GRADE 4" SEWER PIPE WILL REQUIRE A SURFACE (TYPICAL) CLEANOUT WYE. (SEE NOTE 11) I 4" TEST TEE WITH AND 3. MINIMUM UNE SIZE FOR w Z' / PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" WYE WITH Eu4our (TYPICAL) I it e 6"x 4" REDUCER ca —PROPERTY UNE r (TYPICAL) a rclHOUSE g SURFACE CLEANCUT - 6"x 6"x6" WYE \ 'a (SEE STO PLAN - 407) 1, ALL 90' TURNS SHALL BE ACCOMPLISHED — BY MEANS OF A WYE WITH CLEANOUT AND 45' BEND. TWD 45' BENDS SHALL NOT BE ACCEPTABLE. (SEE NOTE 11) 4" CLEANOUT WYE WITH 45' BEND AND PLUG. (SEE NOTE 11) b_ d F,0USE HOUSE HOUSEa. PROPERTY LINE 3' MIN. G -_1 3-0" MIN. 4" SEWER PIPE p -4" SURFACE -a. (TYPICAL) 4" SEWER PIPE, SEE NOTES 2 CLEANOUT WYE 4" TEST TEE WITH AND 3. MINIMUM UNE SIZE FOR / PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" WYE WITH Eu4our (TYPICAL) I it e 6"x 4" REDUCER ca —PROPERTY UNE � (TYPICAL) a NOTES: z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING 1. Prior to installation of a sanitary sewer connection, a side -sewer x a FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION permit must be purchased from the City of Renton Public Works < o OF THE NEXT UPSTREAM MANHOLE COVER OF THE Department. PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION a z DEVICE SUCH AS CLEAN CHECK EXTENDABLE BACKWATER VALVE OR APPROVED EQUAL SHALL UE 2. Types of pipe and fittings that ann be used far sanitary sewers 'a INSTALLED. shall be approved by the Department of Public Works. Rubber or m neoprene gaskets as specified by the manufacturer, shat$ be 4" FLEXIBLE COUPLING (FFRNCO OR EQUAL) used on joints. Z a 0 ; 3. A minimum grade of 2% (1/4" per font) must be maintained w SURFACE CLEANOUT m m 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 ins[ad 6" pipe of a grade of IX PLAN BUILDING DRAIN FOR 4. Far inspection of side sewer. call 24 hours in advonca, The LOW ELEVATION HOUSE inspection phone number is on the side sewer permit. Site must be ready for inspection and reprseentolive on site when inspector d nws at appointed time. Side sewer and stub shall be tested per City specificatlans. Moka the connection of the house. Conot backfill the ditch until approval is given by the MAIN TO PROPERTY LINE 5'-0" 5'-0., PROPERTY LINE FROM THE HOUSE BUILDING DRAIN inspector Final approval will be granted after the existing septic Look has been pumped Out and filled with sand. SIDE SEWER BUILDING SEWER T-6" 3'-0"MIN, TO S-0* S. Install side sewer with 2' minimum cover. 18" cover is allowed at the heave if ballet is available. 6. It side sewer stub is not availabll e. The owner broil be % Ie, responsible for its installation per stanaord drawing 406.1. All -IIK+1 u,a= l^nmiCI 't£I^ m2Om o: at A n -t pN ex� h m ' work within street righ L-of-woy shall be. done by a licensed and m In p m m a m y s z n z m% b an ^, a z '^ bonded contractor. zt' 0zm �n C.a`I0 ria xv_ sn mx o oJOczi rmi l^ 0,ZI C, m, mam : ai z ,m Om v_ 7. All work shall be accomplished in accordance with the Washington C N z 8 a' n£ m F^ Indtrial Safely and Health Act. (ri1SHA) zmw �P usm6x> cr Om U`Di 'n0 czl m O n o 0 v $. All bench restoration for side as in the public right-of-woy n7 �q rg T' y '_I a �� shall conform to the most current trench restoration m > Yy Z,n2 t_ -, v,� Z Z z a oma o m mm c1 requirements as in the Renton Standard Browings. —m I m atD Z o v { % Z A C, O m 9. All building rawer and side sewers shall hove bedding in rnw n m aaaardonce with standard drawing 405. D a ad L 'a AZ m z of 10. There shall be o minimum 10 foot horizontal separation between Mo :5 9 sanitary side sewers ono Water services and a minimum 5 foot e r horizontal separation between sanitary side sewers and N1 other m z n utilities. P o IL The cleanout at the Rlot-af-Way shall be installed per CALL FOR LOCATIONS BEFORE YOU DIG Stondard Plan 407. The cleanout at the,, building shob be 48HR LOCATORS 1-800-424-5555 into to surface grade. All other deanauts broil be instated to within 12" of the surlace. PUBLIC WORKS TYPICAL BUILDING SEWER STD. PLAN -- 408.2 A * DEPARTMENT FROM PROPERTY LINE TO -- BUILDING CONNECTION AUGUST 2013 CITY OF RENTON g/Public Works Dept. "AS -BUILT" NOTE: "AS -BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOLIMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. C16006822 APPROVED FOR CONSTRUCTION I SUBJECT TO ERRORS AND OMISSIONS NE 2nd ST SEWER EXTENSION SEWER DETAILS TAX LOT #142305-9092 10/17/2016 PAGE: DRAWAND NO. 917003B BEET. 4 OR 4 (ggggggW Utility Specifications Sanitary Sewer Notes 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 Renton 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 must extend for one pipe diameter on each side of the pipe or to the side 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 mechanically compacted unless otherwise approved by 12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works 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 & Specifications. 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 - RENTON, WA 98057 PHONE (425) 251-0665 FAX (425) 251-0625 Fill 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 NOT TO SCALE 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 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. 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, IHE USEOF 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. PUBLICWORKS STD. PLAN - 400.1 DEPARTMENT STANDARD SANITARY MANHOLE ------ F-- SEPTEMBER 2011 NO. REVISION W. M. PATCHED AREA SEAL WTH AR 4000 OR APPROVED- PLAN EQUAL AND DRY SAND AFTER PATCH NG NTS III -- 7-0' OUTSIDE 4 A. 2'-0' -- DEPTH OF CLASS -8" ASPHALT TO HE BELOW BOTTOM OF THE UPPER U AOJI.ISTMENT RING OR A MINIMUM Or 8" WHICHEVER IS GREATER. L MORTAR JONT(S) (3/8'• MN J SEE AOJUS MENT RING (1" MN.) OR NOTE 3 AND SPECIAL PROVISON BRICKS. SEE NOTE 4 7-05.3(1) S'C ON A A NOTES 1. REMOVE PAVEMENT AND BASE MATERIALS FOR ADISTANCE 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 STD. PLAN 400.1. 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF S' OF CLASS *8* ASPHALT OR TO A DEPTH THAT IS 2" BELOW THE BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS GREATER OR AS APPROVED BY THE ENGINEER. PUBLIC WORKS DEPARTMENT SCALE ONE MCN AT RRL SCALE F NN ONE INCH mm AGCOSOINMY 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 COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 112 BOND THE USE OF SHIMS IS PROH)O)TFA. TYPICAL UTILITY COVER ADJUSTMENT FOR PAVEMENT OR OVERLAY VERTICAL• NAYD ,9N HORIZONTAL. NAD ,983n>», STD. PLAN - oY CITY OF �r RENTON eNTo Planning/Building/Public Works Dept. I:1 "AS -BUILT" NOTE: "AS -BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. 016006822 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS NE 2nd ST SEWER EXTENSION SEWER DETAILS TAX LOT #142305-9092 10/17/201 ODRAWWMG ND: 917003B SHEET:3 OR 4