Loading...
HomeMy WebLinkAbout1470.2QW 1/4 5EG. 1:�), T23U , 9 5 E klff�1/4 SEG. 81 T25U, K5E I W, M. P/PE 0%9. x I "iY/DE ONE P/fCE LAP -TYPE COUPL/NG k'/tH G9.SKEt SmGbtH 5/' of ►� - -I �. / (N0l DEFOrPlwfO.l P/PE O14 l0 .NAtCh' /NTA�f'E P/Pf sfcriory /✓OlE- ALL 51EEL PARTS AND 5MI-'405 MUST BE 01 K,4N/2ED 41VO A5PN/ILT (TREATMENT CO,41F,9 OR BETTE,P. .J/-VI ir[tu oven ✓ivc� OF BAR TO /N5/Df C00064I/01V5 Of MftAl P,/i°f (TY° END T/pASH RACiY DfTA/L 007 t0 5C,4LE) P4,4N_ �"TrP EDGE 45' E45EM'ENi &/TH /4' GiPAYEL ACCESS A0A0 433' 423 ' I 14"La'd;'NG HASP I I , t2YLY ; II dOLLA,�DS 0Bf B't D/4 ffELEO LOGS { ty Ep(/lk') SET /N CO/✓CRETE 6',WIIV LEERY/ iYAS,yfD GkArfDRA/N u AT BOTTOM (TIP) 2 CENTER LOGS 70 BE ENCASED !N B" AVC SLEEY<` (OR EQUAL) lt1/TH COCA(/NG H<ISP 1.75 smowf/ 90Z/,4R40 afTA/E 1//✓07 70 SG4Lf) OFF557- ROUND , SOL ID COVER MARKED "DRA1h W/TN LOCKING BOLTS. O.FF5fT LID SO THAT RESTRICTDRi STL L17ALV STEEL 0R , POLLUTION DEVICE /5 V/S/BLf AT EDGE OF OPENING ALUM%NUM LADDER AND DIRECTLY OffR LA©DER TOP ELEVATID,,Y 26f. i 05' M/N. WATERY/GILT CAP PER C/11/ Uf RE (ITON i +' OVERFLOW & 06550 3T4A1,0 JRDS - �. STRAP PIPE TO CB WALL /U FGOM _t NW \ 05' MqX /YIDDfL OR,-12 RfSTRICTO,R (CASCADE CULVERT INC 09 EGUIVi ' I, GRDur Ftc'OM 2M!N ~ 5E �2"4�NV Z57.46 12" WELD IcGA BOT'©,M 5M:NOrE IF DrSSIMI Ak F TALS PLATE 6U/TH /,0 "D/A. �, ARE USED FOR THE SLIDE HDLE CLIT IN PLATE _. - GATE AND THE RESTRICTDR ' TEE , THE JOINT SHALL SE NOrE ALL STEEL PARTS `� CAUtKED Pfra 1IN0 COUNTY AND SURFACES MUST BE 54° (TYPE lu' �, SPECIEICATlONS. GALVAN/ZED AND ASPHALT II rOATfD (TREATMENT I) - OR BETTflf DETAIL CS 80. 3 TYPE -E G/L; WATER 2EP.4RATO,R AND RESTRICTED OR/F. - ND SCAL f f)UT (TVP� Pl -n u \(I E1w W Z 0 mac, IS.C-1' 6' 1 -z 5 i � 3 SowcUr ExIST wnn,--. �-r �I--ow - x L40E- We-W IU S�� IOU AS SF+owLl . X 2°l0 (uew� - -__� _ 2 ° tl; _;;; elt t=X�ST. PyMT� - - - .. II clll c 111=t11=tit -lllHm=%1%=ill=lll= covooe= � U u 40 Z" GO M Pi DEPTH GLA �v " Py A SIDE I L1L: i Gor.�C�ETE GpCUG. W:' U I'/L" MI". cOMF'r L'a=PTH Lrz. Su2F �: II-.1� rCnPcaUFz�E C_oMPT-. PF-FTH G,. -• CLh� PE1-1DP}JL� � IL C�Jf.101T10►JS• 1=D NAO U C>e) a\/ E Q U E u. KOLA A, A, wo s« 2co4.00 d" MIU DIL,METEIZ r.>zua'zrZv Ko�sC �...3- PI L_LWAV DE-FAt I. UcD iE5�ti­ 1�5EGT 10 0 8- 8 / / / / / / i 2co4 2Co 2 f.s $E>Z M 2Cod 5U yJ•� O III=II�_,n= ((�" �LJ EL�V. 2Co 3 S U �o�OwoY mow u . tl.�TdK-E #� 38 KIF RAP NOTE RIP iZAP 3J-d�LL CC�1.154�T OF Qi�o22v r2G7GK_. �r��DaTlaf.l MEotil DIA. -1b F-!"ef-_ 8Y tDF (Zot_-K, WE lCa f--;T- iz"_ 1�"----------7!5 4'-----------Z.1I/° 2" � MENU DID.. OF R.00K < IZ" uu�.Ess oT�-+��wls� sPECI�IE� KIP KIP TO 815 AL-L- I 1�dKES n k1D o(,TTL`i_LS I�1 A ?O SQ PAD OPP20>C. I.O T}41GK ; TO' X 10.0% 1 J � 5 E5E� M �v BEeM El EV 2co4.�o 77 C�1;OUl..1D MW5 2Co3.50 ,,,� m 2�o•So 1_7 SECT 1 O TF} E 8E(ZM SU A L 8E C CJM PAC_TE D TO AT IAZT 1j5°/e OF T11� Md XI MUh� ?EL�TI�IE PEI I5 1 T7/ AS DETE�M I F 1>= D e Y ��EGTI OU 2-05.3 04� D OF THE WL�SI EI f I UTO1 1 ��TdTE H ILI A W AY DE P-F I'D-7C_o Sf-A ti Dotz D SFEGI Fl �prlot�s . AU- DI ST_ U IZ B E.O ",/ OTz D - SEGD ,� 1TH -r-oc Pv rl E-E�Dv c�tz�zs t � MEDIDT�>_�/ A FTElZ Cs7MPLET-I h I C t POUD C4f:1 T-F-f 1011 . �>=Tl✓1.1T 101.1 POIJD C2p�_, - SECTIOiJS ��i_t✓ I-�U�IZOtJTL�.L I" =2p' YE?--M L I I U � S • O' 15' NA t Ll . a ' I.o nt I u. (L GOf.-IST�t�T BE�lvl ASS ' \'� 3;� � •, � � \I i _ ZEO'D TO 1,AAIUT-Al U S1jl�L� Ill-lllclll- IH O.S'MIU. SWALF- DETAIL_ vo _ GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND SPECIFICATIONS. 2. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN, SO AS TO AVOID DAMAGE OR DISTURBANCE. 3. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY, THE CONTRACTOR MUST HAVE A PRECONSTRUCTION MEETING WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. DURING THIS MEETING,THE CONTRACTOR WILL PROVIDE THE CITY OF RENTON INSPECTOR WITH A PROPOSED CONSTRUCTION SCHEDULE. THE CONTRACTOR AND INSPECTOR WILL THEN TENTATIVELY SCHEDULE SEVERAL PHASED INSPECTIONS. THE CONTRACTOR WILL BE REQUIRED TO GIVE THE CITY OF RENTON INSPECTOR AT LEAST 72 HOURS NOTICE PRIOR TO ANY INSPECTION. TO MAKE AN APPOINTMENT FOR A PRECONSTRUCTION CONFERENCE THE CONTRACTOR SHOULD TELEPHONE 235-2631. 4. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS CENTRAL RECORDS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEPART- MENT OF PUBLIC WORKS. A COPY OF THESE APPROVED PLANS MUST BE AVAILABLE ON THE JOB SITE AT ALL TIMES. 5. ALL12"AND 8"STORM SEWER, PIPE SHALL BE ASTM C-14 CLASS III, CONCRETE NONREINFORCED BELL AND SPIGOT (WITH BELL REMOVED FROM THE INSIDE OF ALL CATCH BASINS AND INLETS), OR HELICAL CORRUGATED METAL PIPE, 14-GAUGE, ALUMINUM OR GALVANIZED STEEL. ALL STEEL PIPE SHALL BE ASPHALT TREATMENT 1 COATED. ALL PIPE BEDDING SHALL BE APWA CLASS "B" AND COMPACTION SHALL BE PER APWA SECTION 61-3.08 (1977 APWA STANDARD SPECIFICATIONS). 6. ALL CATCH BASINS SHALL BE TYPE I OR TYPE II, PER CITY OF RENTON STANDARDS AS SPECIFIED. ALL CATCH BASIN GRATES SHALL BE PER APWA STANDARD PLAN NO. 49 UNLESS OTHERWISE SPECIFIED CATCH BASIN #3 SHALL HAVE A SOLID, ROUND, LOCKING LID MARKED "DRAIN". WHERE "SOLID LID" IS SPECIFIED, CATCH BASINS SHALL HAVE OLYMPIC FOUNDRY 745067 OR EQUAL. ALL CATCH BASIN FRAMES AND GRATES SHALL NOT BE ADJUSTED TO GRADE UNTIL IMMEDIATELY PRIOR TO FINAL PAVING. 7. ALL CURBS WITHIN EDMONDS AVENUE N.E. SHALL BE CEMENT CONCRETE VERTICAL Cukd AND GUTTER TYPE "A" PER APWA STANDARD PLAN NO. 1. 8. COMPACTION OF ALL. FILL AREAS SHALL BE PER CITY OF RENTON SPECIFICATIONS. FILL SHALL BE PROVIDED IN 6-INCH MAXIMUM LIFTS AND SHALL BE COMPACTED TO 95% OF ITS MAXIMUM RELATIVE DENSITY AS DETERMINED BY SECTION 2-03.3(14)D OF THE WASHINGTON STATE HIGHWAY DEPARTMENT 1976 STANDARD SPECIFICATIONS. 9. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO INSURE THAT SEDIMENT -LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. THE SILTATION CONTROL SYSTEMS DEPICTED ON THE EROSION/SEDIMENTATION CONTROL PLAN ARE SUCH AS TO MEET MINIMUM CITY REQUIREMENTS. -AS CONSTRUCTION PROGRESSES AND EXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED TO INSURE COMPLETE SILTATION CONTROL OF THE PROPOSED PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. (NOTE: THE TEMPORARY SEDIMENTATION CONTROL DEVICES SHALL BE IN OPERATION PRIOR TO CONSTRUCTION.) 10. ALL DISTURBED SURFACES SHALL BE HYDRO -SEEDED TO CITY OF RENTON STANDARDS UNLESS OTHER EROSION -RESISTANT LANDSCAPING IS IMMEDIATELY PROPOSED. GRASS SEEDING WILL BE DONE USING AN APPROVED TYPE HYDRO -SEEDER OR AS OTHERWISE APPROVED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GRASS IS ESTABLISHED UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. 11. ALL PAVED AREAS SHALL BE CONSTRUCTED TO WITHIN + 0.20 FEET OF DESIGN GRADE. ALL CEMENT CONCRETE CURBING SHALL BE CONSTRUCTED TO WITHIN + 0.10 FOOT OF DESIGN GRADE. UNLESS OTHERWISE NOTED, ELEVATIONS SHOWN IN PAVED AREAS ARE TOP OF PAVING. 12. ALL ROCKERIES AND/,OR RETAINING WALLS SHALL BE DESIGNED BY A LICENSED SOILS OR STRUCTURAL ENGINEER. THESE DESIGNS SHALL BE APPROVED BY THE CITY OF RENTON BUILDING DEPARTMENT AND DEPARTMENT OF PUBLIC WORKS. 9 Q y _T- APPR(NED E4FE lam' V.G. 0 _ Q Q n ` � � N 0 � r 0 O N Q 4- 0 N tJ _ 11.1L�I- �ro� v" 11.1Y 2Co�.-7Z I� 0 Z� IUE00 N 00 J " ao N �ao Z00 0) W � 1-0> -c cc c . _j Y c Y Z� 00 cN W w II11�z Lo r� 0 r ��-1 111 W T 60° SST)