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Home My WebLink AboutR-417110r r I O Lu ^r, V4" FLAT FACE GOTHIC 9- DLA o a � STORY � 4` CAOp o-1rlr'DIA 1Q•112' DIA (2)3l6'-18 SS SOCKET HEAP CAP IV DIA (I ) OPEN PICKHOLE 1' SCREW (ALLENHEAD) WfWSHRS ON A W DIA BOLT CIRCLE IPLAH VIEW FRAME SECTION 8.13F18' DIA �••� vmpyi5T CAST IRON FRAME AND PAVED AREA PYP. ) COVER, SEE NOTE 3 1y fl 2• F71ABOV DESIGN P RISER i ABOVE DESIGN POHDING ELEVATION OR PER PLAY FERN99 GASKETEQ QUIK CAP OR SIMILAR •- DfsIGNPDNnING a• anBS •'B' ELEVATION 4" STREAMBED COSBL PER WSp❑T 9-03-11f23 S' ASPHALT. SEE NOTE ,r _ .. 4" COMPACTED SAND OR GRAVEL BACKFI ILL FOR DRAINS PEA WSDOT II-M.1114)- I. I r'1 FA IT RICrR SFr NGTF) .`..L1 CLEAAIOUT RISER I:- SAL TW9 45' BEND SEE NOTE � WYE SOIL TIGHT COUPLER UNDERWINFOOTING Ct(WORDRANCOLLE_I.. ROOF DRAIN COLLECTOR PIPE, SEE NOTE 1 CLEANOUT RISER LOCATED YYITHI N BIORETENTION PONDING AREA TO OVERFLOW r"r , - `:r-•L.. STRUCTURE OR STORM MAIN .y, LWECHANICAL PLUG OR r CONTINUED CON NECTION TYPICAL CLEANOUT CONFIGURATION NOTES, 1. DIAMETER TO BE &INCHES MINIMUM PRIVATE. 04NCHM M841MUM PUBUC- UNDERDRAIN PIPE PIER 511D. PLAN 7W-10- 2, CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCTS 3816x1PT AND, PT 387SAOR APPROVED EQUAL. COVER TO BE LOCYdNG WFTH ALLEN HEAD BOLT, MARKED -STD RM- OR •DRAIN" 4. FOR C r6 Y OR PAR7IAL Y WITHIN UNPAVE AREAS OUTSIDE F EiOR NTI N PO NOING AREA POUR 8" THICK. 2.2" SQUARE CONCRETE COLLAR Ln PRA FULL L D ❑ 8 OE ❑ E7E 0 A Rr111NR rRA}4F C.r)NI•:RFTF Y'1111 AS. SHAI I HAVE A MINIMI IM [`r7W7RFC41VF S71iPFHlTH t1r A IY+fI PAP GENE RAL HOTES: FUR T I R P 1, CLEAHDLITS 9 VNDERDWIIN, FOOTING DRAIN C44LE4T4R, AND 44F BRAN COLLECTOR IF ES SF44LL ESE HNSTALLEp AT MINIMUM OF EVERY 100 FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES- 1 ALL FITTINGS SHALL OF SOL TIGHT. 3. CLEANOUT RIB ER SHALL RE LOCATED, OUTSIDE OF SICKTENT16N PONnINO WHERE POSSIBLE. 4, CLEANOLRS SHALL HOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY, UNLE55 OTHERWISE NOTE), )IAWING IS NU"O SCgiE STD. PLAN - 226.00 • PUBLIC WORKS DEPARTMENT STORM SYSTEM CLEANOUT artjn Pastuclla 8113 0 DA FIRE HYDRANT SHALL 9E COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYRE SUCH AS CLOY! MEDALLION: M & H 929, MUELL.ER SUPER CENTURION 200, AND WATFROUS PACER WITH 6" MECHANICAL JOINT INLET WITH L,UOS. 5-1/4' MAIN VALVE 0PENiN5. TWC HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEAT TLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/T STAINLESS STEEL CABLE 1-1 /4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT, KELLY- MOOR E/PRESERVATIYE PAINT No- 5780-563 DTM ACRYLIC CLASS. SAFETY YELLOW OR APPROVED EQUAL PUMPER CONNECTION TD FACE ROADWAY OR AS DIRECTED BY RErMN FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO. BE USED IF REQUIRED- MIN, 10" TO 20' DENINO BACK Of CURD OR 12" BEHIND BACK OF 3' 51DEWALK THAT 15 ADJACENT TO CURB 4.875" x 5- STORZ 5'%5'xE" THICK CONCRETE PAD AROUND HYDRANT FINISH TO MATCH SIDEWALK 7C EXPANSION JOINT AT • BACK OF SI➢EWALIC 2"-j CONCRETE SIDEWALK OR PLANTING STRIP r_ 06' MIN COVER r-- TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY C STANDARD Er TOP SECTION WITH REGULAR B SECTION LENGTH TO FIT. VALVE NUT EXTENSIO AS REQUIRED_ RAISED PAVEMENT MARKER TYPE N STIMSONITE TWO-WAY BLUE REFtEC JIF ONCRETE BLOCKING `•ICRETE J -HRUST BLOCK MAIN LINE TEE, WITH 6- FLANGE SIDE OUTLET, S" GATE VALVE (FL X MJ) AWWA C-509. RESILIENT SEAT 6° TJLICTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4' C➢R-TEN STEEL TIE RODS. 16' ■ 3' x 4° MININUM T/2 YARD OF 1-1/4' WASHED DRAIN ROCK CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE B MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND MIN 3' RADIUS MIN 3' RADIUS Ah ONE MAN R-OCK 9 1 18. T 1 i 6" CONCRETE PAD Ilj`fj /6" CONCRETE PAD CUT FILL. HYDRANT LOCATION IN CUT OR FILL PL]HLTC ArORii FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 i� D UARTME, N T MARCH 2010 9AW LAYER SEE NOTE 5 PERVIOUS GONGRETEIPOROUS ASPHALT MINIMUM MATERIAL THICKNESS JIM)- r IIAEC, TE B I r MIN ABOVE SEASONAL HIGH GROUNDWATER OR HYIIRAULICALLY RESTRICTIVE LAYER RESIDENTIAL STREETS AND PEDESTRIAN ALLEYS PERVIOUS POROUS PERVIOUS POROUS LAYER MAFEPJALTYPE' CONCRETE ASPHALT CONCRETE ASPHALT IIH) (IN) (NI (IN) OPERMEABLE PAVEMENT, SEE NOTE 1 0 6 S 4 { B. CHOKER COURSE, SEE NOTE 2 0 2 0 2 6= AGGREOA'TE BASE SfE NOTE a A 6 S 4 NOTES: + PERMEABLE PAV'EUIEMT rHICKNF ME -S LISTF_L1 POP PrIROIiS ASPHALT RECLIUDF. ASAIRIIJG CL'9URSK AIJO AAP11ALT TREATELI PE RN E ABLE BASE (ATPB1 WHEN UTILIZED. PERMEABLE ASPHALT TREATED BASE (PATH) SHAD. CONFORM 70 THE REQUIREMENTS OF APWA OSP 4SW. CHOKER COURSE REQUIRED WHEN ATP8 IS USED 2. CRUSHED SURFAC 103 CHOKER CCU RSE (C56G)I SHALL CONFORM TO THE RECUIREM ENTS OF APWA GSP 4.04.a(sA03-8(2}I.CPi2. 3- AGGREGATE BASE SHALL CONFORM TO THE REQU IROAFMTS OF APWA SSP 4-m-A$.G3-9I;!II.OPT1. RUNOFF STORAGE REQUIREMENTS MAY REQUIRE A THICKER AGGREGATE BASE HYDRAULIC MODELING RESULTS SHOWING THE REQUIRED AGGREGATE BASE THICKNESS FOR STORMWATER CONTROL MUST BE SUBMI rTEL. 4. PREPARE AND PROTECT SUBGRAOE PER APWA GSP 2.05.3(3) SUBGR,ADE FOR PERMEABLE PAVEMENTS. COMPACT TO A OEM OF 8' TO 9Q5F02% OF MA CIMUM DENSITY PER WSOOT 24M.3[14)D. OVERGCWPACTED SUBGRAOE SHALL BE SCARIFIED TO W MIN. AND RECOMPACTEO. 5- PERMEABLE PAVEMENT SLEIJECT TO VEHICULAR USE IPOLLUTION-GENNERATING) SHALL BE DESIGNED WHERE THE SOIL BENEATH THE BMP MEETS A MINIMUM ORGANIC MATTER CONTWTOF I.WL AND A MINJMUN CATION EXCHANGE CAPACITY OF 5 MELLIECU1VALENTS PER IQQ GRAMS WHERE THE NATIVE. SOIL DOES NOT MEET THESE PROP ERTIC3, A &INCH SANE] LAYER IS REDUIRED BENEATH THE AGGREGATE SASE LAYER OF THE PERMEABLE PAVEMENT 6. PAVEMENT BASE SHALL BE INSTALLED PER APW A GSP 4•04 315E SHAPNG AND COMPACTION GENERAL NOTES: 1. REFER TO YJSDOT LOCAL AGENCY GENERAL SPECIAL PROVISIONS ICIVN) DIVISIONS 2-9 APWA GS%, AND WSDOT STANDARD SPECIFICATIONS. Z POROUS LIMA SI TALL C,OHronPA TC RGOu MR rp4TS Or ArwA GG' SH14. 3. MINIMUM UTILITY SETBACKS AND PROTECTION MEASURES MUST CONFORM TO CURRENT CITY STANDARDS. $TO PLAINS Z85-W. 265.10. AND 265.20- AND OTHER UTILITY PROVIDER REQUIREMENTS. COORDINATE WR}I CITY ENGINEER IN THE EVENT OF UTILITY CROSSINGS OR CONFLICTS. 4- PERMEASLE PAVFMEN7 SHALL RE DESIGNED OR REVIEWED BY A LICENSED ENGINEERING GEOLOGIST OR GEO TECHNICAL ENGINEER. FOR ALL APPLICATIONS. PAVEMENT DESIGNS MUST BE PREPARED BY AN ENGINEER LI CENSEO IN WASH IwTCN STATE 5- ACCEPTANCE TESTING FOR SIDEWALKS, PATHS AND VEHICULAR PAVEMENT LESS THAN 2.000 SF SHALL BE AS FOLLOWS- PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER R IMMEDIAT Y AFTER "FACE MILS BEEN D C HOUR 4 A MIEITE CONTINUOUSLY FOR AT LEAST 10 MINUTES APPROVAL WITH 5 GALLON BUCKET TEST, WATER TRUCK, OR ASTM C1701 USFNG A f24WH RING SEALED AT THE PAVIOMEMT SURFACE F INFILTRATION 1 6. ACCEPTANCE TESTING FOR ROADWAYS AND PARKING AREAS OF 2-ODD S OR GREATER SHALL HAVE A MIN NF LTRATKRN RATE OF 00 1WHRPER A2TMC 701 ANDAPWAGSPEA43ANDS-M_ 8. 1 3I 1 7_ ROADWAYS, DRIVEWAYS, PAD PARKING LOTS SUBJECT TO VEHICLE LOADING SHALL MEET STRUCTURAL REQUIREMENTS OF CITY OF RENTON TRANSPORTATION 'DEPARTMENT STANDARDS FOR EQU IVALENT NON -PERMEABLE PAVEMENT TYPES S. FOR PERMEABLE PAVEMENT NSTALLArONS ON SLOPES GREATER THAN 55- CHECK DAMS AREA REQUIRED PER STD. PLAN 261-20. H. SEE CONSTRUCTION PLANS FOR 5PECIFIC PROJECT FEEQUIREMENT5. UNLESSNFRWISE NOTE), DRAWING I$ NUTTO SCALE PERMEABLE PAVEMENT MATERIAL STD. PLAN -61.10 a PUBLIC WORKS SECTIONS - PERVIOUS CONCRETE AND 11 DEPARTMENT Martin PaStUChB POROUS ASPHALT r MARKER MARKER 11 7 � T I TWO LANE ROAD OFFSET MARKER TO INDICATE WWCH SIDE OF STREET HYDRANT IS ON (4- FROM DOTS OR PAINTED LINE) MARKER I FOUR LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT 1S ON (4" FROM DOTS 0R PAINTED LANE DIVIDER) HYDR4TNT MARKERS a®® k- 4' RAISED PAVMENT MARKER TYPE 86 AB STIMSONITE TWO-WAY (BLUE) MARKER t ON SIDE STREETS WHERE THE HYDRANT IS WITHIN 20' OF A MAIN TRAVELED STREET, THE MARKER IS TO BE INSTALLED ON THAT MAIN STREET MARKER R - 4 11 - FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT 15 ON (4" FROM DOTS OR PAINTED LANE DIVIDER) PUBLTC WORK STD. PLAN - 310.3 + + DEPARTA'MEN'I• HYDRANT MARKER LAYOUT MARCH 2010 ■ '�I-! Fro ► _ i ��i�r�•YI��►`�*'� L �' '�T�`rIi'uwTTI ■ L1� >. V� �...' -. •r R _r"..:r1..:r•...:r• r;. : r. �.�..�_� "U�J��1.�*IE��11�'' �' w T _ _ _ � •i�B . � i Y� CONTROLLEV DENSITY FILL - - - - • - SVI35URFAC IF CHECK PANT PFR WSDOT SECTION 2A4.3(1)E i DE81WR TO SPECIFY CHECK DAM HEIGHT 3-A•11N LOFT 1 (TYP. )- CHECKDAM REQUIRED 17 MIN. FQR SLr PE.9TEE PER THAN SW. yjl DESISNER TO SPECIFY SuBGRACE PER 19LOTTEO UN❑ERDRAIN. STD. PLAN 261.1$ 6"MIN. BEDDING SEE NOTES 2 AND 3 CONTROLLED DENSITY FILL BUBSURFACE CNECK DAM CONTROL JOINT mp-j IAERVIOUS 00"CRETE ONLY) DESIGNER TO SPECIFY DESIGN WATER SURFACE SPACING ELEVATION CONTROLLED BY OUTLET 901E MAK. store I- MIN. C HEC K DAM ':'T-'T-"• CLEARANCE SEE PER MEARLE 1 PAVEMENT SECTION _ STD- PLAN 201.19 d 8UBGRADE PER STD PLAN 26 1.10 M1 DESIGNER TO SPECIFY T COMMERCIAL CONCRETE 4- MIN. SUBSURFACE CHECK 1 SUBSURFACE CHLOK D-W PE9 DAM HEIGHT 3. MIN. KF,Y WSDCT SECTION 642. kZ)B CTYP.1. SLOTTED UNDEFiDRAiIN, CHECKDAM REQUIRED FOR SEE NOTES 2 AND 3 SLOPE STEEPER THAN 6% r MN' BEDDING CONCRETE BAND SUBSURFACE CHECK DAM C LEANOUT PER STD PI,AN NSM WATER LEVEL CONTROLLED BY OUTLET ELEVATION, OUTLET ELEVATION DESIGNER TO SPECIFY SEE PERMEABLE TYPE 1L CATCH BASIN PAVEMENT SECTION - PER STD . PLAN 200-10 OR STD. PLAN 201 16 �', IT MIN x- MIN, 3'MAK• a EITHER STRUCTURE WI i APPROVAL 111N1h11hll1111!l1m11!l11II1 illill11111illlllllllllllllllll1111� 4• j REMOVABLE PLUG FOR MAINTENANCE UNDERDRAIN AGGREGAT E, I ' • A - SEE NOTE t - ;{t SANR•ARY TEE CLEAR WITH OPTIONAL SLOTTED UNDERDRAIN PIPE. RISEid WPE SEE NOTES 2 AND 3 SLOW R SUBGRALDE PER STD PLAN 261 10 12' MIN SUMP UNDERDRAIN AND OVERFLOW NOTESI CONTROL STRUCTURE WITH RISER 4 1, UNDERDRAIN AGGREGATE SHALL MEET GRAVEL BACKFILL FOR DRAINS PER WSOOT STO. SPECIFICATION SECTION B-03-1214) 2 LI DERDRAIN TO BE V MIN. PRIVATE B" MIN PUBLIC SLOTTED PVC. SOR 35 PER A57M 03034. SLOTS SHOULD BE CUT PERPENDICULAR TO THE LONG AXIS OF THE PI i I. I I ANO BE 0.04 TO 0.088INCHES BY 1 INCH LONG AND BE SPACED 0.25INCHES MART (SPACED LONGITUDINALLY - SLOTS SHOULD BE ARRANGED IN FOUR ROWS SPACED 4&DEGREE CENTERS AND, COMER ll2 OF THE OIRCUMFEREHCE OF THE PIPE SLOPE PIPE AT 0.6h MIN UNLESS OTHERWISE SPECIFIED. PR❑VrOE ONE CLEANOUT A'IkN. PER 100 FEET OF 1JNDERDRAIN, AND AT EACH END. SEE STD. PLAN 228-00- 9 PIPE WIL L HAVE A MINIMUM COVER DEPTH OF I 0040 BEDONG DEPTH OF V GENERAL NOTES- 1 LOCATE UNDERDRAIN BELOW STRUCTURAL PAVEMENT SASE DEATH. 2 SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREA4ENTS. UNLESS 01HERMSE NOTED, DRAWING IS N97Y TO SCALE $TO. PLAN - 261.20 a PUBLIC WORKS PERMEABLE PAVEMENT - SUBSUREACE DEPARTMENT CHECK DAMS AND UNDERDRAIN Martin Pastucha 11/ 80E1 N1FD5BB.Li9p DA 13"K24" PLASTIC METER BOX EQUAL TO. MID -STATES PLASTIC, INC- ECF SERIES MSRCF 1)24-18 WITH 1-75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCMREAD PIT LID (SEE DETAIL A -A) S' MIN 12'- MA; FINISH GRADE pG 3v MIR COVER Ow PRIVATE PIPING HPIMC IIN UNIMPROVED R;OfiT OF J I WAY INSTALL METER SOX AT PROPERTY LINE WITH 12" � w LONG COPPER TAILPIECE w a l SIDEWALK w I 'y TWCHREAD WATER METER TO HE ,�lJ 12" z SUPPLIED SY THE rdTY TYPE 'K- SCFr �l COPPER TUBING "I NEW DUCNTILE' IRO WATERMAiN IF SERVICE LINE rQ HOUSE 15 TO BE INSTALLED IN THE FUTURE INSTALL FORT} G14-33 OR 44 FIPT x COMPRESSION COUPLING LOOP DOM TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER WPPFRSEI'TPR FOR FORD SERVICE LIKE TO METER, VSH72--15V1-44-33G, OR McUONALD BRASS: 21-215W00033, OR MUELUM: 3/4-8-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHEOS VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSE`T7ER FOR 1- METER: FORD VBH72-15W-44-44G. OR TAPERED THREAD (CC). OUICC JOINT Mc➢ONAL➢ BRASS! 2)-415WC0044. OR MUELLER- 1-B-247a-2 (3/4" 1791000-3•-0) OR AY MCDONAW 4701E 130TH INLET AND QUTLrT WITH QUICK JOINT. PADLOCK WINGS ON (1' FEIlODd-4-Q) OR AT MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SRALL BE WITH QUICK JOINT. N OTE: ALL METER BOXES INSTALLED WITHIN CONCRETE DR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY_ EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF DIETER BOX. A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCIIREAD DENSE L _ 2-1/2" MIN, FROM NEAREST F - AND FRONT EDGE OF PIT [it) �_+ TYPICAL I RHG 3/4" DR 1 ' GALVANIZED PLUG NOTE: THE CENTER OF THE HOLE MUST 13E AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN[ AGAINST THE OPEN 'SIDE OF MORE THAN ONE RIB. Pti BLTC WORK 3q" AND i" WATER SERVICE SM.. PLAN - 320.1 DEPARTIINI* W BE SUPPLIED BY CITY FORCES NOVEMBE-IR 2009 1 REVISIONS PER CITY OF RENTON FIRST ROUND COMMENTS LMT 3/31/211 SURVEYED: GOLDSMITH 2 RECORD DRAWINGS PER CITY OF RENTON REQUIREMENTS 9/9/22 DESIONm: AUREZ4 RAMEZANI, PE DRAWN: ALLEN BREWER CHECKED: YANNICK METS, PE NO. REVISION BY DATE APPR Awwwm: SCALE, AS NOTED ONE INCH AT FELL SCALE F NOT ONE INC" SCALE ACCORDINGLY VERTICAL KW 1 HONZONTAL: NAP low 1901 DATUM PLANTING BEDWNDISTURBED UNDISTURBED TURF ILAWN) AREAS. VEGETATION• SEE NOTE 1 SEE NOT'£ 1 III UNDISTURBED :, GRASS_ SEED OR SOD NATIVE VEGETATION .••:.L.,.'.'t. . UNDISTURBED NATIVE SOIL UNDSTURBED NATIVE $OIL QPTIWi 7 - NO ptsLTVR;BA7110E Iy PLANTING BEDS +I {yTURF(LAWN)AREASr+� 3'-4• ARBORQTW000 CHIP MULCn-�Cli f i r'� kF/ ' SEE STD FLAN xB2.6Q n, � ORASSSEED OR SLID 3" OF COMPOST NCORPORATED INTO S" OF SITE SOIL. (TOTAL AMENDED DEPTH OF9.5•, FOR A Sr I [ Ltp ULH I H U. 6.1 a- 1.76.OF COMPOST INGORPORATED INTO 6.25" OF SITE BOIL {TOTAL AMENDED DEPTH OF S-S', FORA SErrLM DEPTH OF 1r] SUBSOIL SCARIFIED 4' BELOWT -y1- r COMPOST AMENIDED LAYER w COMPOST AMENDED LAYER �'" . (72' BELOW SOIL SURFACE] " s;j/ �' r (12-BELOW SOIL SURFACE I OPTIONS 2, 3, AND 4-AMENID IN PLACE OR STOCKPILE AND AMEND PLANTING BEDS TURF (LAWN) AREAS I I I +I+I a-i"ARBalvsr �f � ��r/ ; ��iRIIjl4I�IMI,�4lM�G��1+�14'I!��I'4.1 Y WOOD CHIP iJ'•f /f�� .II, �, I,,, ii 1 I, ', GRASS: SEED OR SOD rY I:i, ,, 1•I MULCH, SEE STD- PLAN 262.SQ 7 NOT161k 1. AREAS OF NO DISTURBANCE TO, BE FENCED AND EXISTING VEGETATION AND ML TO BE PROTECTED FROM CONSTRUCTION IMPACT 6" IMPORTED - 6• IMPORTED TOPSOIL MIX - TOPSOIL MIX GENERAL NOTE:lk (COMPACTED _ ICOMPACTED DEPTH) -I Ir DEP7H1 I- TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO FULLY SATURATE WITH CAUSING EROSION I_ I Z rET' • • - SUBSOIL IS x- cGMPDsr TO MEET srD. FLAN 262.60 SUB SOIL la • 4 ��' r' SCARiP1ED 8- W IM T 3- COMPACTION OF TOPSOIL INHERE REQUIR PdR EO 5CJ4iIFIEDG S' BELOW IMPORTED --�" _ I ' � _ _ \' TOPSOIL MIX TO BE TO 85%OF STANDARD PROCTOR. TOPS � _ •.�•;, 4 SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT RECUIREMENT8. 5 -IMPORTED TOPSOIL OPTION UNLESS OTHERW$El NOrE D. DRAVANG IS IIOT TO SCALE STD. PLAN - 264.00 a PUBLIC WORKS SOIL AMENDMENT SECTIONS GAZ 9/28/2018 DEPARTMENT 1 " MIN CHECK DAM CLEARANCE DESIGN WATER SURFACE ELEVA 77ON CONTROLLED BY NOUMET WSDOT SECT70N 6-02.3(2)B (T?P) CHECKDAM REQUIRED FOR SLOPE STEEPER THAN 5% SEE PERMEABLE 1 PA WENT SEC77ON S7D PLAN - 261.10 -. 4' MIN f 7.75' SUBGRADE PER SM PLAN 261.10 3" MIN KEY 6" 0 r CV O BLUELINE ^r' 25 CENTRAL WAY, SUITE 400, ` V KIRKLAND, WA 98033 P- 425-216-4051 F- 425-216-4052 WNW-THEBLU ELINEGR0UP-COM 1' MIN COVER �„ J 1 _ SLOTTED UNDERDRAIN 1, SEE 57D PLAN - 261.20 6" MIN BEDDING MODIFIED CONCRETE BAND SUBSURFACE CHECK DAM 9/9/22 CITY OF �1 15 RENTON Planning/Building/Public Works Dept. NOT TO SCALE R-417110 S-417105 O O O I CV J O CV n W-417105 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING _ PLANNIIV+S DIVISION �: y APPROVED IL Nathan Jandars 051Q312021 05/03/2021 jdirg O U) 9/ 12�22 J STANDARD DETAILS J "EMBQQK: BOOK Lu PAGE! PAGE _ MITCHELL SHORT PLAT DRAVANGNO: CIVIL CONSTRUCTION PERMIT oT--1:72 � 3342 700480 SHEIETy 0 Of. �