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Home My WebLink AboutzS-3937 Set0 M M 1111=20' 0 10 20 40 O 0 8 o o �� ` �� c t MO D zz m O w T 1 Fk 8" Q> X J J Q N I I Q> v U N a_ 12 0 N E 0 3 N I N Cn O 00 i N O 00 1-1 U) O O O 00 m ! Q CL J � L� LL WA \ \ 0 TY EX 88Mi K EX.PE1-N STA: 0+39.58, 3.69' R N:165073.4228 E:1298923.7179 RIM = 7;3.48 73.60 I �:�I =I►�yC67►I V�e1ILIIelILIlDlV:ii7itl4: FOR UW MEDICINE - VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION I 8800 #4, STA: L I I RECORD DRA WING 105.230, E:129 N:165105.2388 E:1298930.3387 RIM = 72.94 I IE = 63.00 (6" SE) PARKWG GARAGE I 88C0 f6, EXPANSION I I EXISTING BUILDNG STA: 0+58.25, 22.89' L I FF- 90.0 t i N:165093.9588 E:1298948.p5472 8800 # I 8800 f2, PER CRY 8TD. PLAN 405.1 RIM = 75.83 STA: 0+72.24, 37.10' L STA: 2+23.33, 63.34' L IE - 62.41 (6" E) I N:165104.7165 E:1298964.4654 N:165122.3442 E:1299106.5822 IE - 62.41 (6" SW) RIM = 76.44 8800 # I RIM = 89.65 IE = 63.00 (6" S) S A: 0+74.51, 26.30' L IE = 85.71 (6" S) (MATCH EX. STUB ELEVATION) 11 LF 6 N:1165093.7196 E:1298964.1817 2 LF 6" SS 0 2.96% RIM = 77.33 SS 0 2.00% i IEI = 62.67 (6" N) I IEI = 62.67 6" ( W ) EXISTING SANITARY SEWER. CONTRACTOR TO IELD-VERIEY- LOCATION AND DEPTH PRIOR TO MA _ - - I ECTION OF -NEW -§M- TA - - - 88M K PER CRY 61D. PLAN 4001 " STA: 1-, 3 .117, z i 1 +37.19, ' , I IO I I I RIM = -83.1 N:1 83.31 2. 9 .7 62 - - - Fj " SD 35 SS 0 2.0% MIN (PRIVATE) 1� 80 I IE _ 69.95 (8" E) 69.91 $ ® 2.00 o IE _ 5 (8 S) 69.91 CITY EASEMENT IS NOT REQUIRED s \ IE _ 69.85 (8" W) 70. 11 - - _FOR PRIVATE SEWER SYSTEM - 15' SEWER EASEMENT - - - -- - - - -Y ss 0 2.0 \\ / 9% -`-J PRIVATE -- --- - --- - - - - - - - - - - - - - - - - - - - - ---- �`� DR- _ .52% faNa�_,,,. N� - - --- - - - ---------- -- ---------------- . PW N 4001 i 1 2+00 STA: 'Z4.Zg�1-4,Z=6 2+23.08, 9, LT :,i 5059. IE = 61.68 8" E 61.10 1000 GALLON OL BEPkRA R- . . AT ( ) » ^ _ _ _ _ - PRIVATE _ 7 1 IE = 61�7 (6" NE)62.00 STA: 0+65.7 2 6' L EX EL C LI \� - - _ - - N - _ - - N _ _ --295 - - EX IE = 61.50 (8" NW) RIM = 4' / N.165097.49 :1298943.198 \\ \ SSC014, PER CRY 8TD PLAN 4031 _ _ - - ( ) F,j1.55 (6" E) �� \ _ _ - STA: 1 +42.56, 21.36' R IE _ 1 IE = " W)161.20 (6" SW) /�I ` \ RIKA = $A90038 E:1299025.0260 EX 12" EXIL STM BUDING / / // /\ _ IE = 70.40 (8" N) WATER LINE 4 .A 85 75 70 55 SEWER EXTENSION PLAN (NOT UNDER THIS PER 1 "=20' HORIZONTAL -0+50 0+00 1+00 SEWER EXTENSION PROFILE 1 "=20' HORIZONTAL, 1 =5' VERTICAL 4 REW9SED PER AS -BUILT CONDITIONS CP-03 CP-02 ADDENDUM #2 NO. REVISION 2+00 3+00 SURVEYED: BCE SCALE: 1 "-20, CK 09 13 17 AS DESIGNED: ZTW ZTW 02/24/17 AS ZTW 01/30/17 AS DRAW ONE INCH ZTW 11/04/16 AS CHECKED: AS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPRAOCVED: .7 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 CANY 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 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. 10.13ACKFILL 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 85 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. 90 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 & 85 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. 80 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 75 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. 70 NOTE CITY TRENCH RESTORATION STANDARDS APPLY FOR ALL UTILITY TRENCHES. r-i .a 55 3+50 VERTICAL: NAD AD 1 CITY O F HORIZONTAL: 983/183/1991 RENTON DATU M Planning/Building/Public Works Dept. SA�R �F W A Syl A� 9c Q � cn z 24661 C/STE��G\�� NA L 3/113/20119 N w C� U z j z� zw J x L Zw N g� z O cV 00 U 000000 �z Q I I ww �LOLO Oz w LO LO > of Li Uu �N ° °A(/ . J Q � z t� W V � S' o CON APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE BY: DATE H BY: DATE: o O I O BY: DATE: W DATE: SEWER EXTENSION PLAN AND PROFILE 03/13/2019 cm UW MEDICINE - VALLEY MEDICAL CENTER FIELDB°GK v NORTH GARAGE EXPANSION PAGE z DRAWING N0: m 400 SOUTH 43rd STREET ° RENTON, WASHINGTON 98055 SHEET: S1 OF: 24 S-393701 0 O 0 I w IL N 8 O z m O LLI U Iri I I U On IL Q0 0 N E 0 3 t� I N rn O 00 W a i N m O co O O O 00 Q CL J i7 SANITARY SEWER NOTES AND DETAILS FOR UW MEDICINE -VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION 7' 1 NOT TO SCALE MANHOLF FRAME AND COVER SEE STD, PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINTS) (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. 48" fMiH 48" 6" MIN. 5"MIN 24" MIN. 54" MIA 54" 8" MIDI. 5.5" MIN. 24" MIN. 60" MH 60" B" MIDI, 6" MIN, 42" MIN. NOTES 1. STEPS TO BE POLYPROPYLENE SArETY 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. S. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINAT10N 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- 5ANITARY SEWER MANHOLES SHALL HAUL ALL INTERIOR SURFACES, INCLUDimG CHANNEuNG, 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 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10- CONNECTIONS T+0 MANHDLL SHALL BE MADE U51NG GPK ADAPTOR, KOR-N-SI=AL 000TS OF? 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, SM. PLAN — 401DA + PUBLIC WORKS STANDARD SANITARY MANHOLE DEPARTMENT SEPTEMBER 2011 RECORD DRA WING B❑LTH❑LES - 3 PLCS EQIJALLY SPACED 120° APART ON 23 1/16' (586plm) DIA B.G. (SEE DETAIL) RENT0O 44 SEWER % COVER & FRAME PLAN VIEW 25' 1IIA. L635mml 1' 3/4' C'5firr] C191gma F- 8 3/4' 2 112 [222Mr1] C64r1m] T YI' COVER SECTION VIEW 26 1/2' DIA C673mm] 5 1/4' DIA 1641mm] 1 1/16" 1/4' (6nn) DIA 127r)lga NE❑PRENE GASKET I r 6' C152r1r1] R 5/8' J 23 3/a' DIA CL C]PEid �1�13ma 1594rima 2/ 5/16' DIA L694mml 34 1/8' DIA Y fAi4R1h1 MUM COVER BOTTOM VIEW (3} BLT SOC. (ALLEN HEAD? 5/8'-il x 1.5 SS RU$BFR WASHER EON BOLTING DETAIL I1 1/16, 1mri�,l [27mr,l I [3mm1 1/8* C R3mml GASKET GROOVE DETAIL G867r,ir,] 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".). - SM. PLAN — 401 PUBLIC WORKS MANHOLE FRAME AND COVER +' DEPARTMENT -- DECEMBER 2008 4 REWSED PER AS —BUILT COND177ONS 3 CP-03 2 CP-02 I ADDENDUM #2 REVISION RECESSED LIFT POCKET 3/4" LETTERING "SEWER" (2) BOLT SOC. (ALLEN HEAP) 5/5" - 11 X 1.5 STAINLESS STEEL REF_ PART #00981177 5/a.. I� 1/ 12-34" CAST IRON RING AND COVER 8" CLASS "B" ASPHALT 45' (1/8) BEND "- 45' (1 /8) BEND Not to Scale FRAME DIAMETER SAND OR EXPANDABLE FOAM PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NQTES. 1. tS" AND B" CLEAN -OUT RINGS AND COMERS ON SEWER MAINS SHALL HE EAST JORDAN IRON WORKS, INC- No. 3698 (PRODUCT NO. 003$9S03) OR APPROi+Ed EQUAL CI - PUT SHALL 6E A WATER TIGHT ASSEN81-Y. 2. A UNIMPROVED AREAS, POUR A 1'-O" THICK. Z-4" SQUARE CDNCF?t TE, CLASS 3000. PAD AROUND THE RrNG AND COVER. Aoftk PUBLIC WORKS DEPARTMENT 8" OR 6" CLEANOUT FOR SANITARY SEWER MAIN SM. PL%N - 443.1 BY: BY: BY: BY: Q SAO1 �F W A Sy/ ycA I — z 24661 NAL APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS DATE: DATE: DATE: DATE: 3/13/2= N C� U z j Z IY Z Ld gN J x Late Z W gM N Z � O C4 00 z 0) (0 I 00 I ww Q �LOLO z (�Z C4 C4 w Ld Y U U) SURVEYED: BCE SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM • CITY OF R RENTON Plannin Buildin Public Works Dept. g� 9� P SANITARY SEWER NOTES AND DETAILS UW MEDICINE — VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION 400 SOUTH 43rd STREET RENTON, WASHINGTON 98055 CK 0911JI17 AS DESIGNED: ZTW ZTW 02/24/17 AS ZTW 01/30/17 AS DRAWN ONE INCH ZTW 11/04/16 AS CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY BY DATE APPR APPROVED: 03/13/2019 FIELDBOOK: PAGE: DRAWING NO: SHEET: SJ.1 OF S-393702 O 01 <2 Z) w cq 0) 0 O z Ill O 7 w U om rn 0 0 I t0 H W N O w 0 Z m 0 i Ld 0 ed I I U (n a - CO O N E v 0 tT 0 I N rn O 00 CIO 1-11 N Cr) O 00 fn O O O 00 w Q 0_ _J E 17 577-SA OIL WATER SEPARATOR 800 Gallon Capacity x '-T-T-T�r'T-T 4 Top Section _T x== No. 577-SA-T mnm. F b-, a a-3o wnw ;d In Oa-, MNI,-D-MtY TraMu I � I''l-•' ' II W �--T I - i,TiTiTI'ii I Outlet Pipe x I With Sampling Tee By Others I I I 1 I I I I I I I Inlet Pipe With Sampling Tee By Others I 7 _0. 0 I Base No. 577-SA-B g, 7,595 lbs.U. A A • / r t. g 4. STRUCTURAL NOTES: 1. Concrete: 28 Day Compreaslve Strength f•c= 7000 poi 2. Reber: ASTM A-615 Grade 60 3. Mesh: ASTM A-185 Grade 65 4. Design: ACI-31 B-05 Building Code ASTM C-890 Minimum Structural Design Loading For Underground Precast Concrete Water and Wastewater Structures" 5. Loads: HS-20 Truck Wheel w/ 30% Impact Per AASHTO FOR CUSTOM APPLICATIONS THE FOLLOWING INFORMATION IS NEEDED: GENERAL NOTES: Top Of Separator Elevatlon: 1. All Baffles and Weirs To Be Steel Inlet Pipe Size: 2. Contractor to: Inlet Pipe Elevatlon: Supply and Install All Piping & Sampling Tees Outlet Pipe Size: Grout In All Pipes Outlet Pipe Elevation: Fill With Clean Water Prior To "Start -Up" Of System verify All Blackout Size, and Location. Non Skid Covers Available FOR DETAILS, SEE REVERSE>> Items Shown Are Subject To Change Without Notice Issue Date: April 2016 135 ©1995-2016 Oldcastle Precast, Inc. 10 Oldcastle Precast' Delivering Reliability 577-SA No. 3030P Galvanized Diamond Plate Cover l \ 7'-0" 1'-3�I 2�--3 . .nd Galvanized Di amond DiPlate Cover 1�-3" 2 Places � — --2��-3�— 1 I — + + I I 11 j I �rT A — — I 1� ` `• `:`fir` I `, _-" A .�.r Y''��y7y �� v I I 1 I + I 1 ll I 3/4" Dla. Lift Insert J PLAN VIEW Strut Slot 4 Places In Top For Baffle and Weir Plate. w/ U.V. Cap. Typical 1 1/2" of.. Lift Hole INLET PIPE With Sampling Tee i Each Side, 2 Sides Contractor To Plug (Grout) OUTLET PIPE with Sampling Tee By Others After Installation By Others OPTIONAL RISERS 12" or 18" Heights As Required m^ opauburn.com 1•-10,4" SECTION AA SCALE: 1 /2"=V-0" 135.1 2'-2�" © 1995-2016 Oldcastle Precast, Inc. SANITARY SEWER NOTES AND DETAILS FOR UW MEDICINE - VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION RECORD DRAWING L- Water ICII Oldcastle Sand & Oil Interceptor Model: SOI-Standard W (SEE NOTE 7) �� LIMITS OF PIPE ZONE [jt' 24' Dia. Ring & Cover I. - BEDDING MATERIAL FOR Grade Rings As Req'd SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 5) 24" ❑ia. Access Holes FOUNDATION LEVEL t LID SECTION 6A Inle� BEDDING FOR SANITARY SEWER PIPE I7 ES 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 7-05 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 9£ 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 ff'=%PUBLIC WORKS PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS iA0 o a . wl,r twd oAra: AS -BUILT NOTE: SA MODEL /S ACCEPTABLE IT GALLON IS NOT AVAILABLE 4 REVISED PER AS —BUILT CONDITIONS 3 CP-03 CP-02 ADDENDUM #2 NO. REVISION Inlet Pipe BASE SE Retaining C C Far more fnrbrR dorf abcwt our products please v&t us on the wao at: Great Plains West Region oldcastleproca%Lcom 9 2013 Oldcastle Precast. Inc. W-WT-5 SURVEYED: BCE CK 0911311 AS DESIGNED: ZTW ZTW 02/24/17 AS ZTW 01/30/17 AS DRAWN: ZTW ZTW 11/04/16 AS CHECKED: AS BY DATE APPR APPROVED: AS SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Around All Pipes & By Contractor Sand & Oil Interceptor Mnriai, SOI-Stanrlarrl 4" Dia. Ring & Cower djust To Grade /Outliet Supplied By Others -••-•- ti It �'� y r .--"--— _ -r Li E I• I t I i p E oy k E I I J I N i l I t7 i-----------------------� rL------------- J 2/'S Length 1 /3 Length — Elevation View ------------------------------ Grout All Aroun � E II 1 p 1--4 I I I I I I I I I 1I I L--------------------------------1y D;m -B' Plan View blot For Baffle ,,-2" Dia. Vent Hole (Optional) �Precost Baffle Access Openings Formate intamwition about aurproofucts please Warli us on the web at- 888-S Oldcastle Great Plains West Region oldeastlepinai ast com 888-9 Oldcastle (889-965.3227) ® 2D13 Oldcasile Precast, lnc. 1889-965.3227) W•WT-6 CITY OF RENTON Planning/Building/Public Works Dept. �-� SAOR �F W A Sys A., yG, Q _A (/7 Z 1 24661 CiSTE��G\��`� NA L 3/13/2019 N - W 0 U Z j Z of zW gN J x Zw g� N z &0 O cV 00 00Q0a0 I I z w t' Q LO LO z 3 z 1\ LO 1\ LO W Cq > of Y U U) APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SANITARY SEWER NOTES AND DETAILS UW MEDICINE - VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION 400 SOUTH 43rd STREET RENTON, WASHINGTON 98055 b U9 O O I <O 0 W I[L DATE: 03/13/2019 rn FIELDBOOK: � PAGE: 0 Z DRAWING NO: m 0 7 SHEET: S1.2 F.24 S-393703