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HomeMy WebLinkAboutS-297306Cn I I I I a h O 0 3 a 'o 0 o- N W so Q4 W SEENOTE4 W SEEN07E4 F'VftIIVIVa a7CV. 7: UM /T5 CF PIPE ZONE UM /TS OF PIPE ZONE BACKFlLL MATERIAL SEE NOTE CONCRETE CLASS C BEDDING MATER /AL (SEE N07E 8) FOUNDATION LEVEL �C �B� PIPE �B \ (CLASS ADES /GN/�B FOUNDATION Ltrct� AA W (SEE NOTE 4 (CLASS F DESIGN/ LIMITS OF PIPE ZONE BEDDING FOR FLEXIBLE PIPE BACKFlLL MATERIAL SEE NOTE 5 �7' BEDD /NCI MATER /AL FOR RIC, /D PiP£ 1C NOTES, NOT£ 6) 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. FOUNDATION LEVa-\ 2 HAND TAMP UNDER HAUNCHES ] B 3 COMPACT BEDDING MATERIAL TO 95.Z MAX. DENSITY EXCEPT DIRECTLY OVER PIPE HAND TAMP ONLY. /CLASS & C. D. DESIGN) 4. SEE 'EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION BEDDING FOR RIGID PIPE OF THE STANDARD SPECIFlCTA77ONS FOR TRENCH MOTH "W' AND TRENCHING OPTIONS THE PIPE ZONE WILL BE THE ACTUAL TRENCH ND7H, IXCEPT FOR CLASS A BEDDING THE MINIMUM CONCRETE WIDTH SHALL BE 1 -112 I.D. + 18 ". BEDDING CLASS DESIGN S. TRENCH BACKFILL SHALL CONFORM TO 'DACKFlLUNG SEWER TRENCHES" IN THE DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F SANITARY SEVERS SECTION OF THE STANDARD SPECIRCARCNS� EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE *"UK BACKFILL MATERIAL A - o 6. SEE 'BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREG47ES SECTION OF THE f2 MAX ZERO STANDARD SPEORC47TONS FOR THE MATERIAL SPECIFICATIONS B 114 as 1/z as 1/e as aao as 7. SEE 'BEDDING MATERIAL FOR FLE) BLE P/' £"' IN THE AGGREGATES SECC77ON OF STANDARD SPECIRCATION FOR THE MATERIAL S1'ECIFICARONS C J/4 as 1/1? as 11a as as — B PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS . A _ 4" MIN. 27'" LO AND UNDER MAINTAINED. 6•' MIN OVER 27 "LD. PIPE BEDDING FOR SANITARY SEWERS 3 4" SQUARES SPACID - 3 4" AS /NO/CA7ED - HT. 1 8 NOT 70 SCALE CITY OF RINTON DWG NAME• BW18C ro o�rc. omr p PROPERTY LINE __ 3' MIN. 8' FUN( 6" BUILDING SEWER PIPE 1 BUILD W TEE WITH 5" SIDE OUTLET j 2'x 4" STUDSERVI MARKER PAINT UPPER'POR77ON'. WHITE W ANS STENCIL ON SIDE WORDING o SEVER' NTH 3" HIGH BLACK y LETTERS AND j6 WIRE MAPPED B" SIDE SEWER AND BVILD/NG SEWER AROUND THE STUD AND EXTENDS TO THE TOP OF THE STUD. UNLESS O7HERNSE APPROVED BY THE CITY, MAKE. TAP THROUGH CAST IRON SADDLE SECURED 70 SEWER MAIN W17H STAINLESS STEEL BANDS S WHEN CONNECTING NEW SIDE SEVERS TO EXIS77NG MAIN. PIPEIFlSEVER MAINS ARE 70 REINFORCED DRILLED RE7E; D1 PIPE AND C7 60" ALLOWABLE MAX �'( UN_ OTHEF p4! FOR CAST IRON PIPE jli 5 MIX 1r3 �y /q.E OC10 AT PROPERTY CONCRETE \ / �. OR DUCTILE IRON PIPE. BLOCKING P�.� 6L THE LOWEST H d'AN i Mw-CRE IS LOWER. C0� 2% MIN SLOPE 1 1 HORIZONTAL 6" MIN.T 6 SIDE OUTLET TEE \ I SEWER MAIN `- SEWER MAIN CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION OF TEE AT NA/N OVER 25 ELEVATION STANDARD SIDE SEWER INSTALLATION L NOT TO SCALE CITY OF RENTON DWG SP PAGE: B078 O N It: SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES; INCLUDING CHANNELING COATED (SEALED) MIT/ A HIGH SOLIDS URETHANE COATING, WASSER MC- CONSEAL OR APPROVED i�Wp..,i7 -t9�s EQUAL: COLOR OF COATING SHALL BE WHITE. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE CITY OF RENTON DWG NAME: DR28 SP PAGE: B071 4 • "•• �•• ••., •�•,�. •• �., ••••••• sauiraarsExmNOTESANDSpECIFlCanays 112" WEB 8 PL �r 1 ' x 3" x 3 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE Wl7H THE STANDARDS AND NCW-STOD PATTERN SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST ED177ON OF CAS! INTEGRAL ON TOP 26 -3 8" THE WSDOT/APWA STANDARDS AND SPEGT -OF-NS _ 25 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE UM /TED 7O - _ 24" 1' 6° 8:30 AM TO 3.30 PM ON WEEKDAYS UNLESS 07HERMSE APPROVED IN er __7 nj12 BY THE TRAL9MT47 DIVISION AT 277 -6222 ALL STREET U 2j_ 7EPARTMENT FIR DEPARTMENT 24 HOURS IN ADVANCE. THE POLICE - �4rsr` DEPARTMENT, FIRE DEPR7MENr AND 911 SHALL BE NOPFlED 24 HOURS --i 1 -1/4" � IN ADVANCE. 4 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD 1 4'" SPECIRCA77ONS FOR MUNICIPAL PUBLIC WORKS CONS7RUC77ON" PREPARED 1" SEAT BY WASHING701V STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCYA77ON, SEC VOW As -A LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFlCA77ONS. FRAME /NON- LOCKSYG) COVER (AYON -LOCI a) 4. ALL LOCA7701VS OF 00SRNG UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND A FOR 5/8' --11 KC x 1 -1/4° 5/8" 3/8^ �f� -3/8- CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. SS SDIG I)LL CAP SCREW (3 REDI D.) ` �1_ 5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NORCE SHALL BE 8 7WWAL NON -SOD REQUIRED PRIOR 70 STAR77NC NEW CONSTRUCTION. lT SHALL BE THE �!/2" (TIP) PAT7Eld1l I I CONTRACTORS RESPONSIBILITY 70 SECURE ALL NECESSARY PERMITS PRIOR f/2 �2" 10 STARTING CONSTRUC770N. (INSPECTION WILL BE ACCOMPLISHED BY A (T)P) A ! 25" REPRESENTA77W OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTORS RESPONSIBILITY 70 NORFY THE CITY INSPECTOR 24 HOURS SECT /ON B -B IN ADVANCE OF BACKFlLUNG ALL CONSTRUCTION. RAISED 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS METHODS AND AS RE4 .. SEE NOT.- LETTERS BELOW SEQUENCES OF CONSTRUCTION AND FOR ,''H£ SAFETY OF PA917"..ERS AND 07HERS ON THE CONSTRUCTION SITE UAOERSIDE SHOWN FOR CLARITY 3/4' CORE (TIP.) CW 23" B.C. 7. IT SHALL BE THE RESPONSIBILITY RELATED R THE PRIOR T AN C 70 OBTAIN STREET DRILL AND TAP 5 8 =11 AL 1 -1/2' 09W(T)P-) (LOCKING) USE AND ANY OTHER RELATED PERMITS PRIOR lO ANY CONSTRUCTION. ON &G Tm 3 PL 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES FRAME (LO :HONG/ CONEII DIVISION, SHALL TAKE PRECEDENCE OVER ALL 07HER PLANS 1_ FEW NOY- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL g A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHEREVER 2 FOR LOCYONG LID USE OLYMPIC FOUNDRY Na MH 31, D OR EQUAL. J. USE F77AIE AND COVER FOR STORM (SPECIFY 'DRAIN' ON COYER), CONSTRUCTION IS IN PROGRESS. SiANTARY (SPECIE)' 'SEWER) OR WATER (SPECIFY "WATER). 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON W)774 AN AS -BUILT DRATVING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND MANHOLE FRAME AND COVER DETAIL PR EOFFEESS/ONALLI�SVOEYOR. ESSIONAL LNpNEER OR LICENSED NOT 70 SCALE CITY OF REN70N DVG NAME-' BR29 SP PAGE 8074 11. B LAYS L SHALL BE PLACED RAGE EQUALLY DE TH B07H SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE' DEPTH OF 6 INCHES. MAXIMUM DEPTH OF B INCHES THOROUGHLY TAMPING EACH LAYER 7O 95 PERCENT OF MAXIMUM £3 S E1ED 4LLY UT NT R WED VT DGE AS 4L R ©2001 TRIAD 'ASSOCIATES (L, C) w, 2 uj vJ Q W v, co � cc /T1SSOC IATES ' 1 Av 14E Kirldand, WA 98034 -6923 425.821.8448 425.821.3481 fax 800.488.0758 toll free —taadase­ra Q Z 2 3 2 uj vJ Q W v, co � cc 2 2 W oc V � 9 9 9 m � 4 4 W � � S v �,y `MKHAEL L MAINESON,' PE PRNRIT. Y /NLC¢W WHUAM.. (aWMEY, PLS PRW6Cf SURVEYOR '.. GYAY A. LOLW.% PE PROJECT ENGINEER PRNECf LANDSCAPE ARCHMCf Fflo SOBYIITAL DATE: 11/21/01 SCALE: Hm -N /A': VW.:N /A L00 C'„Poy IYAS� dlfN W p 2891 4'w FSSeoIST A�Gti2 EXPIRES: 10/22702 4/0//02 SIANP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01 -108 "BEE ND' 33DF 36 a �� V 0 N 0 a a rn tZn H N W �'NhV V w SCANNED SEP 1 9 2002 S Is Y