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HomeMy WebLinkAboutzS-3964Seti i x J LLI z 0 Of 0 U ro O N O N 0 N 00 N 0 E \ 0 0 3 O E i cn N rn O 00 i m 0 i X W m 0 0 N 0 00 O 0 0 00 Gj j Z B izz 17 II \ WATER AND SANITARY SEWER PLAN \ EX. 8 FOR SS II \ CONNECT TO EX. 8" SS W/ __= ►► _ _ ___= FERNCO COUPLER TO BE MEDICINE - VALLEY MEDICALCENTER "__ ENCASED IN CONCRETE 1 UW 18 LF PRIVATE 8 DI _ � SS ©1.35% ___ _ ___= =_ = ti= MEDICAL OFFICE BUILDING EXPANSION -_-_=_ = =_=__- TEE EX. 6" CONC. SIDE PRIVAT 8 = _ _ _____ ____ SEWER TO NEW SEWER MAIN. L:' _ • : -.' - e - _ �I I ® 1.00 _ =_ ___ __ __ _ _ ' sue. - ° " "' ° • e R; : °`• ' : RELOCATED FDC UNDER SEPARATE --------- L - - - - - - - - .� -.-r - �.; - �. r»_ ;' - - --:.:-•.-.-.�- - -b r.� - J FIRE SPRINKLER PE MIT _===___ ===_ - - - - - - = __- "• r' s • D` p - I I I j...lv. FIRE HYDRANT ASSEMBLY ____ / •D.---------- PER COR STD. PLAN 310.1 - _______ ____ --- ---- D • - . 71, II W CONC. BLOCKING ♦•• s ___ __ _ :'� •.� .�'. :� . : �• ���" t:�+ :.� .. _______________ ��::' DETAIL PER SHEET C21 ♦ I D D Ds __ - 4 VAN D. - YaAN-. R �44DIi' ' - - - - - - _ _ II l'., O INSTALL- _ _ _ _ =�\ - - :'s ... ' ♦ ♦ : : , : I :� 10 LF 6" D.I. W •D 9•. .Ds .D•e' 4• .;° D.• °; °. s. w p' d' •• YY I 7 W/ 0ACI 'WATFRI -VALV .:`•..� • ♦4• 1' 4 II 4�.:.• ', / / ,- _==_ N: 11641185.6951•. • ':�: • 6'" ; . ' 'P D.. . °D.' . •:D °♦. . • :' •. °, :. b. I o _____ ___ '9� _• ♦ " EX. FIRE HYDRANT TO BE REMOVED. „ ----= --= E: 129E 822.44 2 0 °� ° °♦+ ° . D `D ♦ I --------- _• .0 ; I CAP AT THE MAIN. SEE SHEET C3 _ ' TEE EX. 6 CONC. ----- --__ O \ >... .•.. ____- ----_ 80.99 RIM I= - 1 12 x6 TAPPING TEE (FL) SIDE SEWER TO =_____ 6.49 IE " ♦ .p • ♦ I :•� :pis• ?p.•. • e.'D •'' 1-6" GATE VALVE (FLxFL) NEW SEWER MAIN =___- \ 6 : . : ♦ \ CONC BLOCKING / / / - G 66.29 IE . 41l)..°e-_-_-_-_-_-_-_- :� __D - - - - - - - - - - - - _ ---- s / -- - 2---------------- - _-- DETAIL PER SHEET C21 O\------------------ t .•Dls . pl w D'° ..D '°•:• ____ •...•';. :•.P .:. / \ I ___________________ ____= 1-90° BEND FLxMJ » - _- \------------------- ... > • ------ (FLxMJ) 1-3 WATER METER -- --_\\ I ♦•e----------------------- CONC. BLOCKING - -- rl�:,-------- _____---- _ ===- DETAIL PER SHEET C21 =__ _=_ - W/ 4" SERVICE LINE ®^ { •:" PER C.O.R. DETAIL 320.4 ALL I ° _____.' °.' '> is p•• ,s$ ♦D __ -- ___________ - MOUNT _NLOCATED ____D_ •-- ----D. __- p \ ,SPRINKLER OATs IDED ? FDCROOMN ___ DETAIL PER SHEET C21 =______________ ______ 00 _ �r NEW 15' \ 1-12" GATE VALVE (FLxMJ) ) o `'� 1-12"x4" TEE (FL) WITH 4" GATE VALVE (FLxMJ; WATER EASEMENT ► \\ •� _ = I I I (PUBLIC) 1-12" LONG SOLID SLEEVE (MJ) a \\ •. _ _=_ - = I I I 13 LF 4" D.I. BYPASS CONCRETE BLOCKING PER COR STD. PLAN 330.E PIV DETAIL PER SHEET C21 RPBA INSIDE SPRINKLER ROOM "' -I - I I \\ ♦D'. _ _ I I IDDCVA INSIDE SPRINKLER cur 0 1 CIT1f FORCES) I ROOM \ \ 1-12"x6" TEE (FL) PER COR STD. PLAN 360.5 >`:� -6"GATE VALVE (FLxMJ) \1 DETAIL PER SHEET C21 1-12��GATE VALVE (FLxMJ) EX. SSMH #1251/� \. _ ----= I I I PIV \ $ r, 1-12" LONG SOLID SLEEVE (MJ) =_= I SSMH ±:' . W CONC. BLOCKING I W BA K WATER/ �/A E\° _ - - I I W/ BACK WATER I VALVE 12 LF 6 D.I. W r \ "� u 752.59 3 I I I N: 165023.954 ': 1 WATER SERVICE LINE INSTALLED I 1 E: 2 8909. -___= BY CITY FORCES PER COR STD. 80.14 RI I I ____= I I E: 1299018.6110 I : PLAN 320.1. / 73.14 IE$/�( EW I ¢�s ____= I I 83.78 RIM -= ,8�9 I I _ -_-- I 75.96 IE = �7 (61 S) 73.44 IE f�/QE 8 E) I I .f / I --___ I I 75.91 IE = �9 (61 NE) I 3 LF D.I. W ER I 73.24 IE fa.-6//(EX. I6" W) I -- __-- - - - - - - - - - - - - - - - - - 39C�17 I \ OVA 73.24 IE T(EX. 8" 2 PI S) I D RIM = 83.87 188C010 ❑ \ S \ PL�N 340.8 I I ° •.'p ____= PROPOSED IE = 76.05 (6" N)I RIM = 83.88 I All ET C22 , MEDICAL OFFICE IE = 76.05 (6" S) I IE = 76.05 (6" N) 9-X. o IE = 76.06 (6" S) _ _ _ _ - •1 J yl I ♦ _ _ _ I BUILDING I _ N= M 0 I === I FF=81.0 21 LF 6" PVC ss ®2.00% ___ _ _ _ _ __ °.D•. I EX. SS H128 I FF=9725 1-4" 11.25" BEND (MJxMJ) ________________ �{''� RIM 8 .92 / I I W/ CONC. BLOCKING--------------- -�73.9 CAP N) I I _ _ -____ I lI) _ = I 13 l F 4" D.I. MAIN TO BYPASS ________________ --__ ---------------- 0 I _ _______________" 11 IF 6" PVC SS 0 2.00% MIN ---------------- I II ---------------- I EX. SSMH #12 //I i o `P♦: _ I I RAFiEADRAIN80________________ I RIM 81.4 : g =_____________ ____ I IE 74.0 (8"C �yI1W-E I I = i i IE = 81.25 (6" NW) _______________ COVERED TRASH AREA __ _ - ---------------- // I I I --_-_-_-_ . _______________" _________- // II =______________- _ I - - / o --- // I rrrrrrrrrrrrrrrrrrrrrrrr p D• ====r= - -rr===rr=_ -=rrr_------r rrrrrrrrr===�rrr_ I s• p' • D:. D: :D D.• • • • A' 'Q s .o I 0 P `_____________________________________________________ 10 _ y . poi// SEX. 8" WATER AND HYDRANT TO BE REMOVED E 0 0 LL 0 / i / / / o EX. 8" WATER TO REMAIN I� L QI-�HAs 18215 72ND AVENUE SOUTH P�� SAD M� � �F �V KENT, WA 98032 W A Sy1 .�� (425)251-6222 o (425)251-8782 FAX ,L ? o ,p 24661 `71 CIVIL ENGINEERING, LAND PLANNING, �Fss/ONAL�EF�G\�� NG ESURVEYING, ENVIRONMENTAL SERVICES !CAP EXISTING 8" WATER AND ABANDON IN PLACE 1-8"x6" TEE (MJxFL) 1-6" GATE VALVE (FLxMJ) 10 LF 6" D.I. W I I 8" PLUG (MJ) I FIRE HYDRANT ASSEMBLY I I PER COR STD. PLAN 310.1 DETAIL PER PER BLOCKING NSHEETC21 --I--�--] I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 4 REVISED PER AS -BUILT CONDITIONS 3 EXISTING SIDE SEWER CONNECTION POINTS AT SE OF SITE 2 REVISED SEWER AND STORM AT TUNNEL AREA CP-03 0 61 F.ITIRM Me, SURVEYED: ZTW 10/28/2C ZTW DESIGNED: zTW ZTW 5 16 18 ZTW ZTW 4 25 18 ZTW DRAWN: ZTW ZTW 4 2 18 ZTW CHECKED: AS BY DATE APPR APPROVED: AS I I I I I I I I I I I I I I I I I I I I I SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M W \ \ 0 1 r CITY OF RENTON Planning/Building/Public Works Dept. �o0�0000�oo � �o��0000000000000000 LEGEND: PROPOSED TYPE II CATCH BASIN O PROPOSED TYPE I CATCH BASIN EXISTING TYPE II CATCH BASIN O EXISTING TYPE I CATCH BASIN PROPOSED STORM DRAIN CLEANOUT PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED SANITARY SEWER LINE PROPOSED SANITARY SEWER MANHOLE • PROPOSED SANITARY SEWER CLEANOUT EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER LINE PROPOSED TEE PROPOSED GATE VALVE PROPOSED FIRE HYDRANT PROPOSED FDC PROPOSED CONCRETE BLOCKING PROPOSED WATER METER 0 N n NOTES: 1. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS, VERTICAL BENDS, AND TEES SHALL BE PER COR STANDARD PLANS 330.2 AND 330.3. 2. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE RESTRAINED GLANDS EQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP. 3. A SCHEDULE FOR WATER SERVICE CONNECTIONS SHALL BE COORDINATED WITH THE CITY PUBLIC WORKS INSPECTOR AND CITY PROJECT MANAGER. ALL CONNECTIONS TO THE EXISTING WATER MAIN NEED TO BE COMPLETED BY THE CITY MAINTENANCE CREWS. 4. POTENTIAL CONFLICTS FOR CONNECTIONS DUE TO EXISTING DUCT BANK BUILT OVER EXISTING WATER MAIN. CONTRACTOR TO FIELD VERIFY THAT CONNECTIONS CAN BE MADE. NOTIFY ENGINEER IF CONFLICTS EXIST. 0 N S U NOTES: 1. WHERE PIPES CROSS UNDER TUNNEL, SUBGRADE TO COMPACTED TO 95% MAXIMUM DENSITY aQ 2. WHERE PIPES CROSS UNDER TUNNEL, PIPES ARE TO BE ENCASED IN CONCRETE an W S-396401 Q W-396401 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W w V Q DATE: WATER AND SANITARY SEWER PLAN 12/29/2017 UW MEDICINE - VALLEY MEDICAL CENTER FlELDBOOK: PAGE MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: 400 SOUTH 43RD STREET RENTON, WA 98055 SHEET: OF: C10 28 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. Q0 C) O Q W O U D_ N O N O N 00 N \ 0 E \ 0 0 m 0 N O O 00 0] O / x X w m 0 / 0 / N 0 00 V O CD CD 00 z H rl 17 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES -1 SAD ,,F W A Syi cn z �-6 ` AL v SANITARY SEWER PLAN AND PROFILE FOR UW MEDICINE - VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION K .m 85 0 75 70 0 .4 SSMH #125 93 LF 8" PVC SS 0 -, 21 LF 8" D.I. SS @ 1.00% I� ---18 LF 8" D.I. SS ® 1.35% EX. 8" CONC. SS ® 5.70% CONNECT CT TO EX. 8" SS W/ FERNCO COUPLER TO BE ENCASED IN CONCRETE EXISTING I I OF SI AH_ COUPLER- TO SSMH #1D IN CON 'RETE 80.14 - 89.98- - LF 8" " 73.14 = SSMH #1 73.44 E- . " 80.99 -RIM =5 73.24 IF— 66.49 IE _ 21 LF » 73.24 = 66.29 _ 0 N� C) � l!') 00 C*4 CO � N 0) r� N O p N ILO �00 OD 0000 co DO ADO 0000 00 CO �00 O(D O(D -1+00 0+00 1+00 STATION 0+00 TO 1+96.86 1 "=30' HORIZONTAL 1 "=5' VERTICAL 4 REVISED PER AS —BUILT CONDITIONS 3 REVISED SEWER AND STORM AT TUNNEL AREA CP-03 11.00M �\ SURVEYED: DESIGNED: ZTW 0/28/2 ZTW ZTW 4 25 18 ZTW DRAWN:ZTW ZTW 4 2 18 ZTW CHECKED: AS BY DATE APPR APPROVED: AS .c 85 75 70 0 .0 iOvX oo�� �000000 �.���oo��0000000000000000 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. Q a M� I� W U NOTES- W-4 1. WHERE PIPES CROSS UNDER TUNNEL, SUBGRADE TO COMPACTED TO O 95% MAXIMUM DENSITY 2. WHERE PIPES CROSS UNDER TUNNEL, PIPES ARE TO BE ENCASED IN CONCRETE U 1--I Q S-396402 IN COMPLIANCE WITH CITY OF RENTON STANDARDS I� W U W Q SALE. 0 HORIZONTAL* * N D 1983/1991 CITY OF SANITARY SEWER PLAN AND PROFILE DBOK: 017 1 30 = UW MEDICINE - VALLEY MEDICAL CENTER PME.00K: RENTON DE DATUM MEDICAL OFFICE BUILDING EXPANSION DRAVANGNO: W ONE INCH ICI AT FULL SCALE Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET i--1 IF NOT ONE INCH SCALE ACCORDINGLY RENTON, WA 98055 SHEET: OF: C11 28 IM 2+50 OJ U U Cn O n N O N O N 00 N O OJ E 0) t7 0 3 0 E I 0 I N O 00 1-11 O X x w O CO 0 N Cn O 00 i O O O 00 z B a 17 CONSTRX'nON RECORD DRAWING C.0 THIS CONSTRUCTION RECORDING DRAWING IS A M COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN N EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. V0HAts n U 2s� C11 Q- `T"NG E N G XN�� 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES CONSTRUCTION NOTES AND DETAILS it UW MEDICINE - VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION W (SEE NOTE 7) LIMITS OF PIPE ZONE BEDDING MATERIAL FOR SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL _ 1 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. STD. PLAN - 405 FIR11PUBLIC WORKS PIPE BEDDING APPROVED: DEPARTMENT FOR SANITARY SEWERS 1A � o Nkarc oan weeciwrw n .1m JDATE'd EX. SEWER MAIN - - PROPERTY UNE 'OOL (LENGTH AS NEEDED) i i •-'•-..-..- 3 o F 3'-0" 6" SEWER STUBE FUTURE 4" SIDE SEWER \ / ` 2 " x 4" STUD MARKING POST PAINTED `SEWER MAIN TEE X 6" TEE I 6' CAP f WHITE WITH THE WORD "SEWER" STENCILED IN 3" HIGH BLACK LETTERS AND #6 WIRE Z I WRAPPED AROUND THE STUD AND \ EXTENDED TO THE TOP OF THE STUD. `COUPLING (TYP.) < I 3• g I B'XB'XS" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR ' APPROVED EQUAL, SPECIFY "SEWER- ON LID), rc I (SEE STD. PLAN 403.1 FOR INSTALLATION) I r ----- �__-� JM EAGLE THREADED CLEAN -OUT ADAPTER HUB BEND AS k PLUG (OR APPROVED EQUAL) REQUIRED EXISTING SANITARY SEWER MAIN _2.0X MIN. SLOP _2 ` FUTURE 4" SIDE SEWER \6" SEWER STUB 6"%6"X6" WYE FUTURE 6"x 4" REDUCER SEWER MAIN SIZE X 6" TEE ACCEPT 18 i M c FOR MOE SEIMER CONNECTIONS TO EASTING SEINER 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 k C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED PATH A ROMAC SADDLE (OR APPROVED EQUAL). 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. 3000 WISEWER CONBLO/1HORIZONTAL 6" MIN. r SEWER MAIN MAIN CONCRETE BLOCKING ANGLL OF TEE AT MAIN. B N 5' AND 45' TYPICAL SIDE R (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. STANDARD SIDE SEWER STD. PLAN -406.1 • PUBLIC WORKS INSTALLATION 7� (SEWER MAIN TO PROPERTY LINE) 4DEPARTMENT �Q SA 1, WASy� -yc'A 24661 e6' /STE AL 7' I 1 'B' f 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 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 OR CAST IN SHELF. 'A' 'B' 'C' 'D' I 'E' 48" MH 48" 6" MIN. 5"MIN 24" MIN. 1 21" 1. D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN, 1 24" I.D. 60" MH 6 0 "" 8" MIN. 1 6" MIN, 1 42" MIN. I 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 o SM. PLAN - 400.1 +� / y+ PUBLIC WORKS STANDARD SANITARY MANHOLE NZO� DEPARTMENT SEPTEMBER 2011 LENGTH FT w 0 i 50 too 150 200 a 250 25 300 Z 350 °a 400 450 LENGTH FT w 0 a 50 w 150 < 200 0 250 300 z - 350 400 450 LENGTH FT a 0 a 50 too 150 a 200 0 250 z 300 350 400 450 LENGTH FT w a 0 l50 100 u 150 a 200 0 250 i 300 n 350 400 450 PROCEDURE: SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G. ALL SEWER PIPE SHALL MEET A MINIMUM AIR ALLOW 2 MINUTES FOR STABILIZATION, ADDING PRESSURE TEST OF 4.0 P.S.I.G. FOR 5 MINUTES AIR AS REQUIRED TO STABILIZE THE PRESSURE WITH NO LOSS OF PRESSURE, IF THERE IS A LOSS AT 4.0 P.S.I.G. OF PRESSURE, THEN THE TIME OF THE DROP FROM 3.5 P.S.I.G. TO 2.5 P.S.I.G. SHALL NOT BE LESS THAN THE TIME SHOWN ON THE ABOVE TABLES. °e Puauc WORKS DEPARTMENT AIR TEST TABLE ( LOW PRESSURE) S19. PLAN - 410 MARCH 2O08 -o FOR SANITARY SEWERS 1 REVISED PER AS -BUILT CONDITIONS NO. REVISION 6 w. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 00 0 80 160 236 316 396 476 556 632 680 80140 J08 220 300 380 456 536 616 696 712 708 280 360 440 520 600 676 748 744 736 732 728 424 500 580 660 740 780 772 764 756 748 744 564 644 720 800 808 796 788 780 772 764 760 704 784 856 836 820 808 800 792 784 776 772 844 880 860 844 832 820 808 800 792 788 780 908 884 868 852 840 828 820 808 804 796 788 908 888 872 856 844 836 624 816 808 804 796 908 888 876 860 852 840 832 824 816 SOS 804 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 80 160 236 316 396 476 556 632 680 680 220 300 380 456 536 616 696 768 760 752 744 4a0 520 600 676 756 836 840 828 8t2 604 792 660 740 820 896 932 908 888 868 856 840 832 880 960 1028 992 964 940 920 900 888 872 860 1100 1084 1044 1012 988 964 944 928 912 900 888 1132 1092 t056 1028 1004 984 964 948 932 920 908 132 1096 1068 1040 1076 996 980 964 948 936 924 1132 111 7100 1076 1052 1028 1008 992 976 964 952 940 1132 1104 1080 1056 1036 1020 1004 988 976 964 952 TIME SECONDS 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 80 160 236 316 396 476 556 632 680 680 316 396 476 556 632 712 832 816 804 804 792 632 712 792 872 952 984 952 928 908 888 876 952 1028 1108 1132 1088 1052 1020 992 972 952 936 1268 1284 1224 1176 1132 1100 1068 1044 1020 1000 984 1360 1300 1248 1204 1164 1132 1104 1080 1056 1036 1020 1360 1308 1264 1224 1192 1160 1132 1108 1088 1068 1052 1360 1316 1276 1240 1208 1180 1156 1132 1112 1096 1076 t360 1320 1284 1252 t224 1200 tt76 1152 1132 t116 tt00 1360 1324 1292 1264 1236 1212 1192 1168 1152 1732 1116 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 80 160 236 376 396 476 556 632 680 680 496 57fi 652 732 812 892 972 948 924 900 884 968 1068 1148 1228 1248 1192 1144 1104 1072 7044 1020 1484 1564 1484 1408 t344 1292 1248 1208 1172 1144 1116 1700 1608 t532 1464 1408 1360 13t6 1280 1248 1276 t192 1700 1624 1560 1504 1452 1408 1368 1332 1304 1272 1248 1636 1580 1532 1484 1444 1408 1376 1344 131fi 1292 11,700 00 1644 1596 1552 1512 1472 1440 1408 1380 1352 1328 1700 1608 1568 1532 1496 1464 1436 1408 1384 1360 1700 11652 t656 t6t6 1580 t548 t516 t484 1a60 ta32 t408 t388 TIME SECONDS SURVEYED: DESIGNED: TW DRAWN: ZTW ZTW 0/28/2 ZTW CHECKED BY DATE APPR APPROVED: AS RECESSED LIFT POCKET Tis I Not to Scale FRAME OR DABLE permit available. Th - 14" - 12-3/4" 12-1/4' CAST IRON RING ANC Nkw RII NOTES: 1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. If � STD. PLAN - 403.1 �• PUBLIC WORKS 8" OR 6" CLEANOUT APPROVE '� DEPARTMENT FOR SANITARY SEWER MAIN 1 c�a 1 vvnae w< w nn nn. 0 I 4" BEND AS REWIRED (NO MORE THAN 45' BEND). EVERY 2ND {" CLEANOUT WYE WITH - CHANGE IN DIREC ON OR GRADE 45' BEND AND PLUG. NtLL REWIRE A SURFACE (SEE NOTE 11) CLEANOUT WYE. (SEE NOTE 11) I I 3 7 HOUSE oI HOUSE gl a a SURFACE CLEANOUT I 4" SURFACEI 6"z 6"z6" WYE y n CLEANOUT (SEE STD PUN - 407} - WYE 4" WYE WITH PROPERTY LINE �r CLEANOUT � 3' MIN, � tT. MAIN SEWER LINE F? - LL ALL 90' IURNS SHALL BE ACCOMPLISHED BY MEANS OF A WYE WI1H CLEANOUT AND 45' BEND, TWO 45' BENDS SHALL NOT BE ACCEPTABLE. (SEE NOTE 11) I 7 HOUSE �I HOUSE 0 n .3-0" MIN. ,_ 4" SEWER PIPE (TYPICAL) 4" SEWER PIPE. SEE NOTES 2 ,-4 " TEST TEE WITH AND 3, MINIMUM LINE 512E FOR PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" (TYPICAL) it j _ PROPERTY LINE 6"z a" REDUCER - (TYPICAL) NOTES: z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING 1. Prior to installation of o sanitary sewer connection, o side -sewer - < 10 ROOD LEVEL RIMS LOCATED BELOW THE ELEVATION be purchased from the City of Renton Public Works � � OF THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION Departmentmust o I z a DEVICE SUCH AS CLEAN CHECK EXTENDABLE BACKWATER VALVE OR APPROVED EWAL SHALL BE 2. Types of pipe and fittings that can be used for sanitary sewers'n S INSTALLED. shall be approved by the Department of Public Works. Rubber or m neoprene gaskets as specified by the manufacturer, shall be � 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) used on joints. z � SURFACE CLEANOUT 3. A minimum grade of 2% (1 /4" per loot) must be maintained 4". 4"x4" WYE with 4' - In the event o 2X rode cannot be maintained, the pipe 9 4"' PIPING owner must sign a City of Renton grade release form and loco can install 6" pips of o grade of /X. R BUILDING IN FOR 4. For Inspection of side sewer, toll 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 Dackfill the ditch until approval is given by the PROPERTY LINE FROM THE HOUSE BUILDING DRAIN inspector. Final approwl will be granted alter the existing septic SIDE SEWER BUILDING SEWER q'_6•• lank has been pumped out and fined with Bond. TO 3-0 MW� 5. Install side sewer with 2' minimum cover. 18" cover is allowed _ at the house H outlet is shallow. L.L_J 6. If side sewer stub Is not N/A 00 ONE INCH AT FU SCALE IF NOT ONE INCH SCALE ACCORDINGLY vERncu: NAVE) 1988 HomzoNrAL: HAD 1e83/19e1 DATUM a CITY OF RENTON Planning/Building/Public Works Dept. SANITARY SEWER NOTES AND SPECIRCATIONS C� 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON N PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND V Q MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. ASET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. � U 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. APRE-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. a 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 N PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE O TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE � SAME AS DESCRIBED. O 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE V v BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL r-ill SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS 04 OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS a DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 12. 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. 13. 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 ILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER C� GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. ^ 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND Q MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE a MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. S-396403 � IN COMPLIANCE WITH CITY OF RENTON STANDARDS IH W U Q DATE: CONSTRUCTION NOTES AND DETAILS 1 2/2s/2o1 7 UW MEDICINE - VALLEY MEDICAL CENTER FlELDEIOOK: PAGE: MEDICAL OFFICE BUILDING EXPANSION DRAvnNGNO: w 400 SOUTH 43RD STREET � RENTON, WA 98055 SHEET: OF: C20 28