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HomeMy WebLinkAboutR-371906WEED. W le— Z U J J a O Z W awadkwmwmw 1520 berth OYe suite 400 seufHe, wo 96101 12064676906 f 206 624 1491 buHabdesian•com i F T� i V m 1a r V Z Y eeleele 0 W J V U W Z O W cc 3 11111/14AW PROJECT DRAVWN BY Me CML `I DETAILS Y' C310 GENERAL ASPHALT PAVING NOTES: 12' MIN 1. SPECIFICATIONS FOR AL ASPHALT CONCRETE WORK SWILL BE PER THE LATEST EDRION IN EFFECT OF THE VIA9W,TUN SFATE DEPT OF TRMIS MA70 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND SAWCUT. TACK AND LATCH MUNICIPAL W' 6' 24' W A9'FMLT THICK ED EDGE r / IX ASPHALT FULL DEPTH 2. ALL ASPHALT CONCRETE PAVEMENT SMAl1 BE PLACED N ACCORDANCE WITH WSDOT /APNA SECTION 5-04. ASPHALT THIIXENED EDGE FINISHED GRADE UNLESS OTHERWISE SPECIFICALLY NOTED. 2' MIN FINISHED GRADE (q(ApE LANDSCAl GRADE ' \i \ -' /•. //; //. 3. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH STRUCTURAL FILL PER THE \`:� 5' WN \ 5' W GEOTECHNM ENGINEER CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS \`'� 2' W `\yi PRIOR TO PAVING. ,\ \ : // \ 1 =11 =1 =11 1 =1I 11= 11=11 =1 / \i /� � /�� 4. CRUSHED SURFACING SHALL BE PLACED IN ACCORDANCE WITH WSDOT /A IMk SECTION 4-04, AND SHALL MEET "� \ ---- - - - - --- \\' I I I I - - - - - HI =11 =11 1= 11= 11= 11= 11= 11 =11 =11 y NI =11=11IFIFIR11=11- II II°IL=IINI- 11-1 1RI II - 11 -11 =11 \ 11=11 =11.13-71 ME I 1A 11 -1 G T THE REQUIREMENTS OF WrsoDT /APIA SECTION 9- 03.9(3), _ _ _ _ _ _ _ _ /\ /\ \''� 11- - 11- 11= 11= 11= 11= 11= 11= 11 =11= 11 =11= 11= 11- 11= 11 =11= /\, -11 =11=11 \� o/< _ - _ _ _ _ _ _ AN NI /,\i/ I=II II =II =II =II= IIAI II=I 11 =II =II =II 'B' _ _ _ _ =11=11=11=11=11=11=11=11 1= 11= 11= 11= 11 =11 =11 �// 1- 11- 11- 11- 11- 11- 11 =11- 11 =11 -11 1- 11 =11=1I=- Ik=11-11 =11 /y, =11- 1I=1UI_II-11 =11- 11JI_II= 11= 11 =11 =11= 1k- Ik -11= \/, \\/ 1171 IIs11 II 1 SHE 111 11 II=I /� �� PAVEMENT 5. AGGREGATE 91ALL BE CLASS 1/2' MAX MEDINM GRADING CONFORWG TO SECTION 9- EB OF WSDOT /APIA _II=11-10101=11 =11= -11 =11 1 =11s11_II =11- 11 =11 =1 `` /i % II 11 =11 II II II II 11 =11 II II 11 =11 II 11 =11 III II °II II II II_II III II II 11 =11 `�/ //\ SUB -BASE M1sr BE ASRIALT BIDER SHALL BE ASPHALT PAVING WM AR-4000 AND SHALL COMPLY WITH WSDOT A WA 9 -02.1. / II II II II 11 -11 =11 11 II -11 -11 II II 11 =11 J_IIIIIIII_II I_II =1 \` �j 1 =11 -11 II II II II -11 °II II II 11 ="_11 II 11= \ 11x11 =161L = =1121 L= IL= -11 -11 IIeIL= -I_I €I \/ �/ COMPACTED TO 95x MAIL ASpHU MoadG AND PROP0R11DNRNG SHALL COMPLY WITH wsDOT APIA 9-0.8. / =11_II_II_II =11_II_II_II -11 =11=1k-II11=11=1IIIIIII all- 11 =11 =11 =IIII \\ 1 =11- 11= 11 =11= 11- 11 =11 -11 =11_11_11 1 =11_11 - 11_11 =11 =11 =11 / - -_ \ \f DENSITY PER ASIMD1557 6. SAWCUT FULL DEPTH WIffRE NEW PAVEMENT ABUTS E>OSW AND APPLY TACK COAL 'B' 3' CLASS ASPHALT CONCREIE PAVEMENT Nf5 //� \/\ \ \i\ /\i\i\ \ /\ / \ /\ / \ /\i\\ \ \ \\ \ \ / \ \ \,� \i / / \, /i, \\,•\ ' / 2' CRUSHED SWACE TOP COURSE Paving Notes i \ \ >;�y; \ \�; \\ \ >; < \ >; \ \;; \ \ >° <\ \�; < \ >;'\�; < \ >' «'� \ \' / /' /, / /�i,� /.f < \\ /. ASPHALT IXIN(TiF-IE PAVEMENT , \y�\ / COMPACT 10 95x MAX DENSITY SISGRADE /\/ \ / \ / \ / \ / \ / \/ \� \\ \\ \\ \\ \\ \ J , \ /\\' �\.. \\!• \ ` >D g<\;�\�/'�\�!6� /i` •/ / S SEE DETNLQ 4' CRUSHED SURFACE IASE COURSE COMPACT TO 95% MAX DENSITY SUBGI_ ASPHALT CONCRETE PAVEMENT JJgg$; SEE DETAL�j t z tY (W) FILL RO OR v 1. SEE GENERAL ASPHALT PAVING NOTES 0 v COMPACTED UBWADE C EX61NG SUBGRADE COIPACRD 10 95x 95% MAIL DENSITY PER ASIY D 1557 2 90M E ALL AREAS TO BE PAVED WITH SOIL SINUA NT, PRAMTM 25E OR EQUAL AS RECOMMENDED Elf THE MI UFACRIRFR. Is Mar. YP.,AR a • F�. NTS 5 TO M AR5 . OR 1 QN WHITE ' A IT. vA. © ENAMEL P�EESTPI E. N2 Ma ° °� T° 5 "" ry- NIS 3 �L. ws '4 Asphak Concrete Pavement o = �� a q == s5 ° '� >< Raised As halt Ede P g Thickened As halt Ede P g CoordinateFDC e $ location with � I � architectural 3 P interior equipment FENCE s - E per fire system 11 was 2• [design O x� /yyI/�p �p{� �/Ap CONCRETE WHEEL W/ DI MUST BE INSTALLED IMPEOIATELY AMP F PEMETRATON r RPW BUILTIIIIG RG°R STAN (1) NO. 4 BAR (EMI END) a - FWM N µXI. DGCVP Is LOCAM. SHALL: g A HALF PLOP °RAN CONNECTER r0 ME SANITARY III SKTEN. „ R. AYE A MAT rm SYSTEM (Ao' F NJ, MAP) No MAT T•PE 9 APPLY EPDXY RESIN TO C. ND RE USED FOR ST. ACE AROUND ME OoCVA 1 p D to MEASLY OEUnEATED ACCESS wAIS TO o °cNA AND P VA ° SIIFIFA�ES .l1flRE MG HT-OF-ENTRY T IR PE4 Fc MUST BE CRAFTED TO ME L o LIMpN *DU FOR YSPCLRW OF ra °°cvA ASPHALT PAVING SEPARATE FIRE SPANKLEAR 0.05 INCLUDING ART OF DFC MUST BE SUBM ITTED TO R ENTOH TIE PRIERE NTRUNI DEPARTMENT FOR \ R,E MPO A SEPARATE FIFE SPRINKLER PERMI Is PEWIRFO\ . EAffF.D DOWEL yjN\���i /� 6 W \i, /\� L MAN LINE ME (NJ r R) WITH CONCRETE BLOC✓INC (WATER MILAN /j /j ✓�• /� i /\ /•. /i //i /// _ runt so IN mo�c) Imrt PROPERTY sxqu NOT BE uogE 1�L1L \// \,\\ +• z. BRAN. VALVE (FL . MR WT H Vlncx YNPINUND COVER ]. GAS 5: BEETLE IRCHN PIPE ) ALL PIPE AND \JA\i FTMI SHALL BE RESTRAINED WTn SUACP.LE ROSS AND CONCRETE P, BO IhY (ND_VBFS �EWNR RgYPSJ SECTION OTIOSE BLOCKS PEP NFPA AND AWMA STANOPROS J. POST- ISLAAMP VPLME RU) NIM TAMPER Ius. OPTIDNPI 6' -0' yµIES - 10' NN. (¢E NRRACT) 6-a' 5. $ -Dr. it (R x R) WM FLANC£D OVCTLE IR. PIPE SPCA e ICI' WG on. (FL , PE) - r ]. FEAR CWPLING ADAPTOR FINIS. ROOR LEVEL B. APPROVED OOCVJ, AN Muth W!F N HceMONTAL POSMON WLr. (PER DRIVEWAY (BY OTHERS) LEI�IT COMER � L,TEST DEPT. OF HEALTH APPROVED LIST OF BALKR°W PAEKHTM ELEVARBN NFW or OTRI n u F u w OEn<FS) BO ON OF ODCVq $HALL BE n 4enMV 0 _ OT PJ30K CEMENT CONCRETE PECF519N! CLW T9 ( 2 FLOOR LEVEL AND NOT HIGHER THAN ] FFFi NgxIMOU. INSTIL ] CONCRETE PADS OR AOJVSi0D1£ PIPE SUPPORT LOIIMIS UNDER CURB &CUTTER (SEE NOTE 3) 1 B' ESee .pNi (MEN 9CafID N ANNEALED / ) (TP) (S2 SN. RNJ F -]) ' - Mc At ADJUSTABLE STEEL PIPE O FLOOR, H. A B k Y G IN A TO RD RE wM I A I W M TAPER SW TENTS STANCHIONS BOLTED TO FLOOR. MM L 81 ABC WRUNG IN A0i CEMENT CURB (TYTiE PEDESTRIAN CURB (iYP) CFAIdI CWOEIE 5CfM4P !� -Y-NE 10. uEIFffi0 ]/! MLH -Y-PASS OLVA - Ov -Pn55 PETER SHALL BE A INCH ECR- 91 Po9nYE DISPLACEMENT PETER EQUIPPED ICE RAMP NiM 12H:1V SLDPE (TYR) _ TOASTER ICE RFOSDER MATH EAOR READ SEASON PLATE MOUNTED aN ME curSBE OF ME WLwIm WALL (VALL MOUNT TYPE), CEMENT 7 3 /' - 0 11 SING TYPE Cel CHECV VALVE. FLANGE PEP CALL DRP IN VAULT e 4'i 6- RVIDWL + x 6' PAL ELBOW MPEPOCO CONCRETE DEPRESSED SIDEWALK OTEU3) 1 �. 3 ML LISTED RAE DEPT. CONNECTION. OL LISTED BREW AWAY CAPE. (SEE LOCATE WMFI 50 FEET Mq%INMM OF A PUBLIC ARE HYDRANT. P ,. AFTER FIELD NSTALLARON, MNN O°CVA AND BY -PASS DLVA aanFio enaaawnnsguaLxvifsifA. DresiRREar�HEALTH TYPE 1 ,•, ISOMETRIC` VIEW SEE SHEET 3 SURAT D T° OTY °F NMTOH WATER UPUTY ENGLNEERING OEPPRMEI i PRd i0 ACTIVATION OF NEW ENE. INSTALL BRASS Y' RARE TEST LUCKS MTH Y- FLARE CAPS µP N MM :I ¢[ NOTE I ml% CWSE - y -1. SLOPEI(TPJ ` e' MR [ WrRR O-�-RAH Utl NEW i� (¢F NODE ]) INSIDE BUILDING INSTALL FOR S' AND am. PLAN - 7WDb PUBLIC WORKS DEPARTMENT LARGER DETECTOR DOUBLE CHECK DRVEWAv Cl ,F�: F ER T,PF ��FIwT a .. -. VALVE �� V MARCH 2010 (BY OTHERS) ro $cuExm :'- CEIJ. CONE. /•' ,AS,_ CURB Y GUTTER MyIL, (SEE (SEE NOTE 3) T NIx P -D' RMIP [ COUBPCT) RAMP PEASIIC OR RUBBER WHEEL STOPS MAY BE $IRSRIUIED DRIVEWAY ENTRANCE SE SLOPE (TYPI (S CEMENT m WITH A FIROVAL. MUST BE PORT STYLE TO AI N WATER 10 PASS THROUGH. 5 CEMENT CONCRETE DEPRESSED m Port Style Wheel StoND' City Of Renton we Fire Service SIDEWALK CURB & WITTIER (SEE NOTE 3 A 4BEWNK ONE Ax ADNT (SEE SEA RENT ]) (�.) SEER. O TONE 2 - ISOMETRIC VIEW SEE SHEET 4 NOTES. 1. When the drhT,*ay width exceeds 15 feet, construct a full depth h.,r . joint (see Standard Plan F -3) ANN 3 /0' pint 6' -a' I/2' N (Tro) WPR [ amEn rt• W filler along the drlwwaY centerine. IF rARR U. NG¢ D) 2. Construct to parallel with the centerline as expansion Jan paro 12' reau'rea of maximum when tlriAeway wNtM1S exceed �EE�INE RA (BEYOND IJLLIAgL GATE BEYOND . r Sidewalk 30'. She Sld. Plan far sidewalk details. ]/e' FSTUF MA lBNT (TP.) (SET $1D. PLAN 1-3) 4 SLOPE 7 SEE DETAIL 12 SLOPE 3. Curb and gutter Mown, see the Contract. Plans for the curb design specified. See Std. Plan P -1 for curb detals. DmEEPRA ¢GnoN O DN 7 (�0.5' FRFIDQNtD W pi y �N 4. Avoid placing drainage structures, Junction boxes or other CEMENT CONCRETE DRIVEWAY ENTRANCE BY OFFERS) CEMENT CONCRETE i obSWCtions iD Gant of drlwway entrances. DRPITWAY ENTRANCE WR1f� DEPTH (D) STORAGE CAPACTIY MAX W.S. a (v) TYPES 1. 2. 3, & 4 s. when approaches are constructed n a commercial zone. TYPES 1, Z. 3, & 4 AML[. ALL COMPONENTS ( PLANT i "" 3A _ WIDTH concrete to 0 inchn driveway [nuance shat L. thickened from s mcM1e 10 inches. This d behind concrete T and 1-4, Sheet 1 OF 8 be the miyeway Sheet 3 OF e \ \\ . MUL FOR SF�TER 5 \' \/i //\ , \%/ =367. / / /�j ��``� \/� \ %T \ %� \ %�\% \ \% //\ / en nprpn, m the �Iro and way o"n gutter associated with each tlrivewoY opproacM1. ® ADOPTED gutter a cciated with Ch QEY Cf RCII°P ® ADOPTED m OIY OP 1®+1¢! \ / $ A\\ /\ ON, /\/ PEWS. . Isr . oan. SfLVW1m PIAId ... w/. 'Arm "N" �' DWG. NAME: F004 SP PAGE: F004 'pgiE M LaREVI510N ' BY gPPR DATE RENEION BY PPPR DWG. NAME: F004 -2 SP PAGE: F004.2 / \ \^ 0 SUBGRADE SOIL PREPARATION RDTOTIL• DD NOT COPACT. SEE SECTION 02720 2 ? \`'/\ \`'�\ \`' ' \`'/\ \' /\ / \ \' / \` / \`' Q2 MOM COMPOST Bp- REIENTpN SOD, SEE SECTION 02720 ' ' �� IX SUB(X7ADE, DO NOT COMPACT v 6 SCARIFY TO A MINIMUM DEPTH OF 12' Q3 COMPOST MULCH, SEE SECTION 02720. 3-10 W. 04 RIVEN RODE ENERGY DISSIPATER WL19E ADACENT TO PAVEMENT o >� ASPHALT �. AS REQUIRED PER PLAN, SEE DUAL R- 31 1906 © NO11HIl EN FILTER FMW MR-A 14M OR AFFIRM EQUAL a° 07 RAN CARDER PLAT Ml SEE UWOSCAPE PLANS ® III SPEC 9-0112(4) GRAVEL BACIOTLL FOR DWYE6 RAIN GARDE NIB 10 Cement Concrete Driveway 6 Cement Concrete Driveway 7 1013 WEED. W le— Z U J J a O Z W awadkwmwmw 1520 berth OYe suite 400 seufHe, wo 96101 12064676906 f 206 624 1491 buHabdesian•com i F T� i V m 1a r V Z Y eeleele 0 W J V U W Z O W cc 3 11111/14AW PROJECT DRAVWN BY Me CML `I DETAILS Y' C310