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HomeMy WebLinkAboutP_Ng Building_Approved Civil Cosntruction Plans_20150715.pdfa a a CONTROL DETAIL I I I I I 589791021E NAD&; I FND CONC MON IN1525.83 CITY OF RENTON NO. 1147-. CASE W/LEAD PLUG & FND CONC. MON IN CA .'I PUNCH 2-11-13 TACK IN LEAD 5-1-15 N178,066.816 GRAPHIC SCALE 10 0 5 10 SCALE: 1 " = 10' T Vr V Tn t XIS [ING FEA TURES LEGAL DESCRIPTION THAT PORTION OF GOVERNMENT LOT 11, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS. - COMMENCING AT THE INTERSECTION OF THE CENTER LINES OF THE CITY OF SEATTLE'S CEDAR RIVER PIPELINE AND RAINIER AVENUE SOUTH (PRIMARY STATE HIGHWAY NO. 5) AS NOW ESTABLISHED; T HENCE SOUTH 337'35" WEST ALONG THE CEN 1 FRLINE OF SAID RAINIER AVENUE SOUTH A DISTANCE OF 317.37 FEET TO THE INTERSECTION OF SOUTHWEST HARRIS PLACE MITCHELL STREET); THENCE SOUTH 752447" WEST ALONG SAID CENTERLINE A DISTANCE OF 311.83 FEET TO THE INTERSECTION OF THE NORTHERLY EXTENSION OF A LINE 0.50 FEET WEST AND PARALLEL TO AN EXISTING 8 INCH CONCRETE WALL; THENCE SOUTH 007228" EAST ALONG SAID LINE A DISTANCE OF 11.87 FEET TO THE TRUF POINT OF BEGINNING, SAID POINT ALSO BEING ON THE NORTHERLY UNE OF PARCEL "B" AS rESCRIBED IN THAT CERTAIN VACATION ORDINANCE OF THE CITY OF RENTON N0. 3204 AND FILED UNDER KING COUNTY RECORDING NUMBER 7803270680; THENCE COINTINUING SC's FH 007228" EAST A DISTANCE OF 77.27 FEET TO THE NORTHERLY UNE OF SOU THRES T SUNS: r OULEVARD (PRIMARY STATF HIGHWAY NO. 2) SAID PAINT BEING ON A CURVE, THE CEI OF WHICH BEARS SOUTH 0258'07" EAST; THENCE WESTERLY ALONG SAID NORTHERr ' 'LINE CIV A CURVE TO THE LEFT WITH A RADIUS OF 1005 FEET, A DISTANCE 0 F 100.00 FE[-, TO A POINT OF REVERSE CURVE THE CENTER OF W41CH BEARS NORTH 13'40'13' WEST; THENCE ALONG SAID CURVE TO THE RIGHT WTH A RADIUS OF 1115 FEET, A DISTANCE OF 87.21 FEET TO A POINT OF COMPOUND Section 18, Township 23 N, Range 5 E W.M. RENTON COMMERCIAL I E1,297,669.801 I I NOD T AS ESCRM CURVE, THE CENTER OF WHICH BEARS NORTH 09'11'06" WEST,• THENCE ALONG SAID CURVE TO THE RIGHT WITH A RADIUS OF 16 FEET, A DISTANCE OF 31.12 FEET TO A POINT KAL z x I FOUND GARNER OF TANGENCY,- THENCE NORTH 19'42'20" EAST A DISTANCE OF 2619 FEET TO A POINT OF :Y KAL KAL I U ( REVISIONS PER CITY COMMENTS AS DESCRIBED CURVE; THENCE ALONG SAID CURVE TO THE RIGHT Wl TN A RADIUS OF 42.37 FEET A3 COOj p SET AS DESCRIBED DISTANCE OF 41.20 FEET TO A POINT OF TANGENCY SAID POINTID BEING OF INE NOR lNERL Y crNCORNER I 1 LUMINAIRE µLINE OF SAID PARCEL B ; THENCE NORTH 75447" EAST ALONG SAID NORTHERLY UNE A o I o C/) I REVISIONKAL c DISTANCE OF 167.30 FEET TO INE 1RUE POINT OF BEGINNING --- w, s APPR mmvm- KAL LIGHT PACE W/CHAIN_.- tit, CITY OF RENTON N0. 1898 FND I O CHAIN PACE SUBJECT TO CONDI T10NS, RESTRICTION AND EASEMENTS OF RECORD. ` CONC. MON /N CASE W/1-1/2'"' SE RR/ SPIKE Call 2 Working Days Before You Dig 811 Utilities Underground Location Center ID,MT9NDg0R, WA) STAMP NOT VALID UNLESS SIGNED AND DATED LITCHFIELD ENGINEERING 12840 81ST AVENUE NE Kirkland, WA 98034 Tel (425) 821-5038 Fax (425) 821- 5739 Copyrights 2000 Litchfield Engineering, Inc. All rights reserved. CITY OF RENTON NO. 1898 TOP OF CONCRETE MONUMENT IN CASE WITH DOMED CAP AND PUNCH LOCA TED A T THE INTFRSEC77ON OF SHA TTUCK A VE. S AND S 6TH ST. x 42s N176, 367. 485 CENTO& W E1,299,156. 685 6 UPDATED SURVEY INFORMATION KAL 7-14-15 KAL 5 REVISIONS PER CITY COMMENTS KAL KAL 5-04- 15 3-13- 15 KAL KAL SUP& M: JHS 4 REVISIONS PER CITY COMMENTS 3 REVISIONS PER CITY COMMENTS REVISIONS PER CITY COMMENTS gym, KAL KAL 1-29-15 KAL 2 KAL 11-12-14 KALKAL1REVISIONSPERCITYCOMMENTSKAL9-5-14 KAL N0. REVISIONKAL c BY DATE APPR mmvm- KAL 1 "= 10' ONE MW AT nAl SCALE F NOT ONE RICH SCALE ACCORDWOLY VERTICAL Novo HORIZONTAL• 9W%, ft, DATUM CITY OE RENTON Planning/Building/Public Works Dept. VICINITY MAP NOT TO SCALE PROJECT DA TA PROPERTY ADDRESS: 60 SW SUNSET BLVD, RENTON, WA. 98055 TAX LOT NUMBER: 182305- 9100 SI TE AREA: 12,659 SF WORK AREA: 12,659 SF ZONING: COMMERCIAL PROJECT CONTACTS APPLI CAN T.• SK YWA Y GEN. CON TRA C TORS, INC. 6622 S 124TH STREET SEATTLE, WA 98178- 3629 206) 772- 1886 Cl WL ENGINEER: Ll TCHFIELD ENGINEERING 12840 81ST AVE NE KIRKLAND, WA 98034 425) 821- 5038 M CONTACT: KEITH LI TCHFIELD, PE U o ARCHI TEC T.- DESIGN do PERMI T71NG SERVICES, LLC ZD 16518 203RD PLACE NE LJ WOODINWLLE, WA. 98077 206) 947- 9494 CONTACT.- DICK CAUSEY SURVEYOR: TRI -COUNTY LAND SURVEYING CO. 4610 200 7H ST. S W. SUITE A LYNN WOOD, WA. 98036 425)776- 2926 EARTHWORK Q UANIT Y ESTIMATE CUT= 20 CY' S FILL = 5 CY' S NOTES• 1. CUT GENERA TED DURING THE PROSECT WILL BE HAULED TO 4 AN APPROVED FILL LOCA TION OFF SI TE AS DETERMINED BY THE CONTRACTOR. 4 -- 2. THE QUANTITIES SHOWN ARE PRELIMINARY ESTIMATES ONLY AND FOR MUNICIPAL PERMITTING AND REVIEW FEES THE CONTRACTOR SHALL IGNORE THESE QUANTITIES. THESE VOLUMES SHALL NOT BE USED BY THE CONTRACTOR AS A BASIS FOR ANY CONTRACTUAL INFORMATION. THE CONTRACTOR SHALL PREPARE THEIR OWN EARTHWiORK QUAN1 TIES BASED ON THE INFORMA TION PROVIDED IN THE CONTRACT DOCUMENTS BENCH MARK — NA VD 88 CITY OF RENTON BM N0. 754 TOP OF MON IN CASE AT THE INTERSECTION OF SW 7TH STAND SENECA AVE. S. E. ELEV. = 22.31 FEET SHEET INDEX 1 COVER SHEET 2 T ESCIDEMOL1 TION PLAN 3 TESC DETAILS 4 GRADING, DRAINAGE & PAVING PLAN 5 SITE & DRAINAGE DETAILS 6 WA TER & SEWER PLAN 7 WATER & SEWER DETAILS & NOTES 4F R ION APPROVED BY DA TE. DATE: APPROVED B AI383701 S I - APPROVED BY.- DATE: APPROVED BY DATE: Renton Commercial DATE 14 60 S. W. Sunset Blvd. Fly: Renton, WA 98055 PAGE: DOWNG NO: COVER SHEET I I *w= 1 OF: 7 Q- 38-3-701 1 1 1 1 1 a a J W M LEGEND EXISTING FEA TURES FOUND MONUMENT AS DESCRIBED FOUND CORNER AS DESCRIBED SET CORNER AS DESCRIBED GRAPHIC SCALE ry X LUMINAIRE 10 0 5 10 12 LIGHT POLE WICHAIN 9 CHAIN POLE SCALE: 1 " = 10' CATCH BARN SAN1 TARY SEWER MANHOLE CONSTRUCTION SEQUENCE A. CONDUCT PRE—CONSTRUC71ON MEETING. B. FLAG OR FENCE CLEARING LIMITS C. POST SIGN WITH NAME AND PHONE NUMBER OF 7ESC SUPERVISOR. D. INSTALL CATCH BASIN PR07EC71ON IF REQUIRED. E. GRADE AND INSTALL CONSTRUCTION EN7RANCE(S). F. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). G. CONSTRUCT SEDIMENT PONDS AND TRAPS (IF NEEDED) NOT ANTICIPATED. H. GRADE AND STABILIZE CONSTRUCTION ROADS. 1. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. J. MAINTAIN EROSION CONTROL MEASURE IN ACCORDANCE W 774 CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. K. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE COND177ONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY 7ESC MINIMUM REQUIREMENTS Section 18, Township 23 N, Range 5 E W.M. RENTON COMMERCIAL 342 RiM 36,58 p z 4 S tda z Ld Q 3 0 z 0 0 X 0 Cr a- 0 - PERMIT a Q f3 1 2: adXPERMITWt1HTHEONPERMITiPE__.v_ a y k r Lt ry t 4 4 • F, CB 3 6s4 ,. v i ........................ q}}::•}iiiiiii'r: rf„ ,: w:n s., x , r.• RR/SPIKE EPTLEP1 r ': :.. ...” ..:..;::•' ,.;. .._ R=M-33.91 y z 98 SF ri s WQUW H tv.: YVsEXIST. ASPHALT f ALT T.B.R. " INLET FILTER PR01ECNOW T10W v,. E'ER DETAIL r ii...i:r»»»f 5f f fSSf f' 1, •V h y .... yj;j7R+.}y':;:;:Yjiiii$ii?:riiii$$ii:}} r::?'•?;}CC:•i:i •' (/ 7 mss'-!!:YY;:$:::•;:::'::;'::::::'ti::$::::'::;::::::$::$::::::;:•:::: :.y.iii pBMno.` %s V. / EXIST AALT TBR - Call 2 Working Days Before You Dig 811 Utilities Underground Location Center lD,MT,ND,aR,WA) T.B.R. — ... SITE' ENCH 5 yC OPL Y +II• uS• T OF RR SPIKE i 5ii ® .•^°"""`' . '^ ms'"".`. µ,,..-', 3, EL/— 43.9 s,..,.. _ , s. T.B.R. 4' RV 189 F " BO w. 2 g 709QUARRY SPA 12' n CHECK DAM TYP DETAIL, SHEET` s PER IL, 3 n 7 ry ,. c UP mss, •w, ;`: ',.5,.,y, , -_ va crrr, ms, µ, .rte ,., ...,....,w^ ,. d z,., a.. Fv. rte., ; PER 10 Ty U IREN ON y v, TO. s _ ` SE OFR CAR, TOR lrcH T B• N, u"ti LK ".' WAIN N E1EKIST- E,CURB TO F" n nn.wN, v., y.,:, N F aM y EXIST• ASPHALT T.B R• r ) n, n va„L,y, ,. '' =ar' ', , 4, ,. r „S,” a: ,, a 4 W J A% ,,,-• s,, s" 4 : r y o.,: iwy .. .,,. ve s 1 y fy Vii& e n d' ' .v x S :, s,... may' LS# 1 449,3 a s CLEARING LIMITS CCy Y V w:.,. 6r. • O ON I& % Ga ' i I t d g47 ISTER v 1', Sr0NAL 5 STAMP NOT VALID UNLESS SIGNED AND DATED a KAL L. COVER ALL AREAS WI THIN THE SPECIFIED 77ME FRAME IN17H STRAW, WOOD FIBER MULCH, COMPOST, y O SSMC- --343 BENCH MARK — NA VD SS x WATER VALVE 3 PLAS71C SHEETING, CRUSHED ROCK OR EQUIVALENT. 2 k=37 2 BM NO. REN TON 754 y NO. M. N. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. v " .. U y, r " " 9-5-14 TOP OF MON IN CASE AT THE INTERSECTION OF CHWXM.• KAL WATER METER 0. UPON COMPLE77ON OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST KAL SW 7TH STAND SENECA AVE.S. E.% FIRE HYDRANT MANAGEMENT PRAC77CES REMOVED IF APPROPRIATE. n:. xnsy mM h ELEV = 22.31 FEET a 39. 29 µ POWER POLE POWER RISER ij PEDISTRIAN PUSH BUTTON PEDESTAL f JUNCTION Box p z 4 S tda z Ld Q 3 0 z 0 0 X 0 Cr a- 0 - PERMIT a Qf312: ad X PERMIT Wt1H THE ON PER MIT iPE__.v_ a y k r Lt ry t 4 4 • F, CB 3 6 s 4 ,. v i ........................ q}}::•}iiiiiii'r: r f„ ,: w: n s., x , r.• RR/SPIKE E P TLE P1 r ': :.. ...” ..:..;::•' ,.;. .._ R= M- 33.91 yz 98 SF r is WQUWHtv.: YVs EXIST. ASPHALT f ALT T. B.R. " INLET FILTER PR01EC NOW T10W v,. E'ER DETAIL r ii...i:r»»»f 5f f fSSf f' 1, •Vhy .... yj;j 7 R+.}y':;:;: Yjiiii$ii?:riiii$$ii:}} r::?'•?;} CC:•i:i •' (/ 7 mss'-!!: YY;:$:::•;:::'::;'::::::'ti::$::::'::;::::::$::$::::::;:•:::: :.y.iii pBMno.` %s V. / EXIST AALT TBR - Call 2 Working Days Before You Dig 811 Utilities Underground Location Center lD, MT,ND,aR,WA) T.B.R. — ... SITE' ENCH 5 y COPLY +II• u S• T OF RR SPIKE i 5ii ® .•^°"""`' . '^ms'"".`.µ,,..-', 3, EL/— 43.9 s,..,.. _ , s. T. B.R. 4' RV 189 F " BOw. 2 g 7 09 QUARRY SPA 12' n CHECK DAM TYP DETAIL, SHEET` s PER IL, 3 n 7 ry ,. c UP mss, •w, ;`: ',. 5,., y, , -_ va crrr, ms,µ, . rte ,., ...,...., w^ ,.d z,., a..Fv. rte., ; PER 10 Ty U IREN ON y v, TO. s _ ` SE OFR CAR, TOR lrcHT B• N,u" ti LK ".' WAIN N E 1 E KIST- E,CURB TO F" n nn. wN, v.,y.,:, N F aMy EXIST• ASPHALT T. B R• n, n va„µ> L,y, ,. '' =ar' ', , 4, ,. r „S,” a: ,,a 4 W J A% ,,,-•s,, s" 4 : r y o.,: iwy .. .,,.ve s 1 y fy Vii& e n d' ' .v x S :, s,... may' LS# 449,3 a s CLEARING LIMITS CCyY V w:.,. 6r. • O ON I& % Ga ' i I t d g47 ISTER v 1', Sr0NAL 5 STAMP NOT VALID UNLESS SIGNED AND DATED LITCHFIELD ENGINEERING 12840 81ST AVENUE NE Kirkland, WA 98034 Tel ( 425) 821-5038 Fax (425 821-5739 Copyright Q 2000LitchfieldEngineering, Inc. All rights reserved. KAL 6 UPDATED SURVEY INFORMATION 5 REVISIONS PER CITY COMMENTS 4 REVISIONS PER CITY COMMENTS 3 REVISIONS PER CITY COMMENTS 2 REVISIONS PER CITY COMMENTS 1 REVISIONS PER CITY COMMENTS NO. KAL REVISION KAL 7-14-15 KAL KAL 5-04-15 KAL SURVEYO: JHSKAL3-13-15 KAL DMGNM KAL KAL 1-29- 15 KAL KAL 11-12-14 KAL DRAM: KAL KAL 9-5- 14 KAL CHWXM.• KAL BY DATE APPR KAL APPROVED BY.- M7_( 5a' R= DATE: APPROVED BY DA TE.- APPROVED E: APPROVED BY DATE: APPROVED BY: DA7E.- SCAM E:S MM- 'AD 1 ' Renton Commercial s-25-14 1 »= 10, NAD „ ,>a, Al C1 TY OF 60 S. W. Sunset Blvd. Fl oNE INCIi °°' RENTON DATUM Renton, WA 98055 W. AT FULL SOME Planning/Building/Public Works Dept. IF NGT ONE W CH SCAS ACCGR°" MY TESL/DEMOLITION z LLIU ry IL MP0404'IL.: FASNO 0116 I I AT POST& Afi 006ft 4106 VM t* II 5I YA1 ANT" M kTTA did WV^ AVUrm G MS's VAU W40 It IMMAM0, W00I T, 12 ITS XrOMISM FANIM FMAC lm's IaL U WIrl SMI, Ram, II V4.11I Milli 1. CCWVION to Uft 1.1. SILT FENCE MAY ' II D 00VOISLOPE OF ALL DIST EIS AMOAa 1.2.41L"1' F E A1CT INTI! T C . FLOC NOR IB INTEI I3IEC+ TREAT IlII31 TA#VTt+ L I +1=I1LAN FLOW. ANY TED FLow MWT Be 0074 ILEI? THRI .ISH THE DRAiNAGE B#BTSm TC A 9MMENT TRAP OR Poo. 2. II la> T. W. XDTEXTILE J ED MOST NET THE STANIDARD LII BEAIIIOW. A OOPY OF TI* 4"ACTLRM FAMio YSCIF40ATKwe tM IAVAILABLEONWE. 1 701 Aly. 2-L STANDARD STRIEWTH FABRIC REQUIRES WIDE I4II+0I TO ITN E 7HE #TRL&#GTH OF THE FENCE. MAE 0XXIII OR CLOWR POSTSPACINGMAY111ER,EQU0*13 FOR exrM #TRamm FA OC IF FMC) PgNOWW CE A(MVIIANTIS A WRCM>BER FENCE. WMERIE THE F'EN'CE 19 INSTALL.01, THE SLOPE GHAI..L M10T 9E BTEEM THAN 2H: IPArYMALaILTIrENjto . Ib, 1 4 STANOA11M :4W 'TRENCH ICY NOT 01 AS LOW At tIB! NKtttM I 040i Kl OP T EIL"T INCEISVMLLKJRII113ANDWWREINATPMOHTHATBTA3ILIENSTHEOFINE FENCE. C DOES NOT WATER TOIItY'P1 UNDERMINE TMSILT dAN ITIANI; ETPIi 1. ANY CA"t SHALL W KIFAW IttIIE AT Y. IF Ci' ' . TRATSO FLOES ARE EVIDENT LIPAL OC THE FENCE, T ,4:V N UST BE WTEilICf zI AND Ca#yEyED TO A SEDIMENT TIS OR PCNL. IT Ie N C AIT.>+IT T0THE I,J+iIVi BIDS OF TIS Frrii POA 4I4M OF THi: , , F CL Iaw l A AOlN;+ 4 T>C I«L :SICTHMCAUSINGCHARONLIZATV4OFFLCI" PARALLEL, T'1; r,46 FIVMIS;E. IF THtE 000AWSEDIMENT. RBPL Rt:E TSE F1 OR I E I TMTI~I 1. aRDIMEINT WST BE M.I WHM Sec lim :NT 116 a wMa II M. IF 71HFS ALTO Ic tosomwmLZ mm caTGRIOAA7 0 DUG TO.ULTRAVII SIIEr 41 COWK IT SNAIL U ALW,4rAC. FluaLIC Iia DEPARTMENT DRAWAawn Tlt , ?lRa4'T1i r v" ;+k t: SECTMV11114 NHL ii . + din w -V 1 1*1 aI {EIII !son AWK aft1dumb VA SII. T64 8100 Wail trr h m 1 IN '0b%A'V1*ywC1 mw I111 v ft also I I soliq t*L 001 molilblilll. A. P60ftM WAIMWWAU In II! WAMOM SPA4111kAkM E. . PUBLIC 'W10RX8 fin il n\,.1-.,.r. i./-..-___ JV./ :`__.n``-"1._._. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center ID,MT,ND,QR,WA) ZATCH SABIN FIL" AVN d 29+76 I S, V, G ONAL STAMP NOT VALID UNLESS SIGNED AND DATED PLAN — 218.30 A CFi 2008 W"aft LNWoTO'ltd OF RIC.TO IWA..I. TI N O TBS. 1 N ao-wmmnra I#.Dwv r Is ma4umm iwT Tyr VIA MACAU 01' MR 09W "ADS WWN. THIS I id 1—TM IN of Uft C TRO"ON 194TRANCE SKULOE STABI LI ZEC WHENEVER TRARMAILL BE LEAVING A C0,146TRQCM0iN 8ffE,.AN07RAVaUNGN PA R OT14M PAVIED AREAS WITHIN 1,,WO FEET OF SITE. I 19M U6 ... 4 ) mft MN, WILI CMT,r10144T14'" I it MN, 74,I iI3R,T11DII VIII I w NM tt °. ,` ifs u o .. y, "• : . dp ;. • p r M x,131:%C IKCR ilt.l>NM. PIAN 911110 1. DEPAW HENTONS " IUCTION @NTRAN Z : RCR LITCHFIELD ENGINEERING 12840 81ST AVENUE NE Kirkland, WA 98034 Tel (425) 821-5038 Fax (425)821-5739 Copyright cO 2000 Litchfield Engineering, Inc. All rights reserved. FLOW ROCK CHECK DAM N. T.S. 1 2 2 , SUMP BEHIND CHECK DAM INSPECT DAILY AND CLEAN AS NECESSARYRYC ROCK CHECK DAM SECTION N. T. S SA = 2 x QA.tIW% REQUIRED SURFACE AREA: 198 Sf = 2 X 0.052 cFs / O.Oa096 Maintenance Standards 1. S ffmt shill be m=v ad. theuR I h 1 %t in depth. 2. AnydamptcthetMp or dopw sh" be ro& x av ups,, a n r r SURFACE A6*[A D TERMINED A" ?'CP *OF SIR S 44 'WIN, VIN,tfVE'LBIM 1'z='!Le9 3,5 4—esd F -AT BOTTOM NDTz., -TAP MAY BE fT3II'I AED BY BERM CR BY PARTIAL. OR COMPLETE EXCAVATION WA;I;HE3 01AVEL \ DEOTEXTILE DIBCHAB4E TO STABILIZED OON`I EWANCE, OUT! 'ET CR LEVEL SPREADER yv. 4 1 x E 4SHEN 13RAVEL KING COUNTY SEDIMENT TRAP DETAIL N. TS. C1 TY OF RENTON Planning/Building/Public Works Dept. GENERAL EROSION & SED AUENT CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT AC71 W TY OCCURS, A PRECONS7RUC77ON MEETING MUST BE HELD WITH THE CITY OF RENTON'S PUBLIC WORKS DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETA RON> PRESERVA RON AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONS7RUC770N. 1 ALL. REQUIRED SEDIMENTA TIONIEROSION CONTROL FACILI TIES MUST BE XWSTRUC7ED AND IN OPERA 71ON PRIOR TO LAND CLEARING AND/OR C0NS7RUC770N TO ENSURE THAT SEDIMENT LADEN WA TER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY COND17ION UNTIL SUCH TIME THAT CLt ARING AND/OR CONS7RUC110N IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPL&A0V TA 71M AAWV IENANCE, REPLACEMENT AMD AD 1WW TO EROSION/SEDWMAI Com, SYSTEMS SHALL BE THE RESDONSMJ TY OF THE . 4. THE EROSION AND SEDWNTA 71ON CONTROL SYSTEMS DEPICTED ON THE DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED S17E CONDI TIONS AS CONSTRUCRON PROGRESSES AND UNEXPECTED OR SEASONAL COND17IONS DICTA TE, THE PERMI TEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTA 71ON CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SEDIMENTA77ON CONTROL ON THE PROPOSED SITE: DURING THE COURSE OF CONST RUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERM1 T EE TO ADDRESS ANY NEW CONDI T IONS THAT MA Y BE CREA TED BY THE ACTT W TIES AND TO PROVIDE ADDI71ONAL FACILI71ES OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPER71ES AND WA TER QUALITY OF 7HE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONS71 TUTF AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE, NOR LOCA TION OF PIPES, RESNICTORS, CHANNELS, OR RETENTION FACtLI77 6. DURING THE 71ME PERIOD OF OCTOBER 1ST 774ROUGH APRIL 307H ALL PROJECT DISTRIBUTED SOIL AREAS GREA 7ER 7HAN 5, 000 FT.2, TNA T ARE TO BE LEFT UN-1410RKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLAS7IC COVERING. Z IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETA 71ON AND WHERE NO FURTHER WORK IS AN 1TCIPA TED FOR A PERIOD 30 DAYS OR MORE, ALL DISTRIBUTED AREAS MUST BE IMMEDIATELY STABILIZED NTH MULCHING, GRASS PLAN 77NG OR 0 T HER APPROVED EROSION CONTROL 7REA 7MEN T APPLICABLE TO 7HE 77ME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING 774E MONTHS OF APRIL 774ROUGH SEP7EMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS 1N 7HE IN7FREST OF THE PERM17EE, BUT MUST BE AUGMENTED NTH MULCHING, NET77NG OR 0 774E 7REATMENT APPROVED BY THE CITY OF RENTON, OU7SIDE 774E SPECIFIED TIME PERIOD. 8. FOR ALL EROSIONISEDIMENT4710N CONTROL PONDS WHERE 774E DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED NTH A MINIMUM HEIGHT OF 3 FT., 3.-1 SIDE SLOPES. 9. USE OF CONS7RUC770N ENTRANCE ONLY FOR INGRESS AND EGRESS. WY OF BION APPROVED BY.-WDATE: APPROVED BY: I DATE: 1 APPROVED BY: DATE: APPROVED BY DATE: Renton Commercial 6-25-1 60 S. W. Sunset Blvd • FIELDBOOK: PAGE: Renton, WA 98055 DRAIIIING NIt TESC DETAILS 3g 3703 swmr' 3 OF. 7 Su JHS SCALE. 1 =10 t is>>t DATU M 4 REVISIONS PER CITY COMMENTS KAL 5-04-15 KAL mmmm: KAL3REVISIONSPERCITYCOMMENTSKAL1-26-15 KAL 2 REVISIONS PER CITY COMMENTS KAL 11-12-14 KAL KAL OW INC" AT FiJLL SCALE IF NOT ONE INCH SCALEAC00RD14I 1 REVISIONS PER CITY COMMENTS KAL 9-5-14 KAL CHECKEDK N0. REVISION BY DATE AP P R AL C1 TY OF RENTON Planning/Building/Public Works Dept. GENERAL EROSION & SED AUENT CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT AC71 W TY OCCURS, A PRECONS7RUC77ON MEETING MUST BE HELD WITH THE CITY OF RENTON'S PUBLIC WORKS DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETA RON> PRESERVA RON AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONS7RUC770N. 1 ALL. REQUIRED SEDIMENTA TIONIEROSION CONTROL FACILI TIES MUST BE XWSTRUC7ED AND IN OPERA 71ON PRIOR TO LAND CLEARING AND/OR C0NS7RUC770N TO ENSURE THAT SEDIMENT LADEN WA TER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY COND17ION UNTIL SUCH TIME THAT CLt ARING AND/OR CONS7RUC110N IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPL&A0V TA 71M AAWV IENANCE, REPLACEMENT AMD AD 1WW TO EROSION/SEDWMAI Com, SYSTEMS SHALL BE THE RESDONSMJ TY OF THE . 4. THE EROSION AND SEDWNTA 71ON CONTROL SYSTEMS DEPICTED ON THE DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED S17E CONDI TIONS AS CONSTRUCRON PROGRESSES AND UNEXPECTED OR SEASONAL COND17IONS DICTA TE, THE PERMI TEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTA 71ON CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SEDIMENTA77ON CONTROL ON THE PROPOSED SITE: DURING THE COURSE OF CONST RUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERM1 T EE TO ADDRESS ANY NEW CONDI T IONS THAT MA Y BE CREA TED BY THE ACTT W TIES AND TO PROVIDE ADDI71ONAL FACILI71ES OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPER71ES AND WA TER QUALITY OF 7HE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONS71 TUTF AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE, NOR LOCA TION OF PIPES, RESNICTORS, CHANNELS, OR RETENTION FACtLI77 6. DURING THE 71ME PERIOD OF OCTOBER 1ST 774ROUGH APRIL 307H ALL PROJECT DISTRIBUTED SOIL AREAS GREA 7ER 7HAN 5, 000 FT.2, TNA T ARE TO BE LEFT UN-1410RKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLAS7IC COVERING. Z IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETA 71ON AND WHERE NO FURTHER WORK IS AN 1TCIPA TED FOR A PERIOD 30 DAYS OR MORE, ALL DISTRIBUTED AREAS MUST BE IMMEDIATELY STABILIZED NTH MULCHING, GRASS PLAN 77NG OR 0 T HER APPROVED EROSION CONTROL 7REA 7MEN T APPLICABLE TO 7HE 77ME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING 774E MONTHS OF APRIL 774ROUGH SEP7EMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS 1N 7HE IN7FREST OF THE PERM17EE, BUT MUST BE AUGMENTED NTH MULCHING, NET77NG OR 0 774E 7REATMENT APPROVED BY THE CITY OF RENTON, OU7SIDE 774E SPECIFIED TIME PERIOD. 8. FOR ALL EROSIONISEDIMENT4710N CONTROL PONDS WHERE 774E DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED NTH A MINIMUM HEIGHT OF 3 FT., 3.-1 SIDE SLOPES. 9. USE OF CONS7RUC770N ENTRANCE ONLY FOR INGRESS AND EGRESS. WY OF BION APPROVED BY.-WDATE: APPROVED BY: I DATE: 1 APPROVED BY: DATE: APPROVED BY DATE: Renton Commercial 6-25-1 60 S. W. Sunset Blvd • FIELDBOOK: PAGE: Renton, WA 98055 DRAIIIING NIt TESC DETAILS 3g 3703 swmr' 3 OF. 7 LLJ 2 z I-- Ld I 0 ry a- F m Eft ! I 10 in, 1 C 4 Q w4*4 0 t w4a C4) ba z z Q 40) t 4124 it CA) C4 LEGEND EXISTING FEA TURES FOUND MONUMEN T AS DESCRIBED 0 FOUND CORNER AS DESCRIBED 0 SET CORNER AS DESCRIBED LUMINAIRE LIGHT POLE WICHAIN @ CHAIN POLE F1 CA TCH BASIN GRAPHIC SCALE (1) SANITARY SEWR MANHOLE 10 0 5 10 WV I I I I N WA 7EER VAL W N = E WM SCALE: 1 " = 1 O' Z WA IER ME7ER C RRE HYDRANT cU3 PONER POLE PH PONER RISER 1§1 PEDIS7RIAN PUSH BUTTON PEDESTAL X JUNC 7701V BOX BENCH MARK — NA VD 88 BM NO. REN TON 754 TOP OF MON IN CASE AT THE IN TERSEC 71ON OF SIN 77H ST AND SENECA AVE. S,E ELEV = 22.Jl FEET HORIZONTAL — DATUM NAD83(1991) CITY OF RENTON Na 1140 PK NAIL NEXT TO MONUMENT CASE LOCATED AT THE 1N7ERSECI70N OF SHATTUCK AVE. S, AND S. 3RD ST N178,048.6J4 Ell, 299t 195.520 Cl TY OF REN TON NO. 1898 TOP OF CONCRETE MONUMENT IN CASE W7H DOMED CAP AND PUNCH LOCATED AT THE INTERSECTION OF SHAT77JCK AVE. S. AND S. 6TH ST N176,J67485 E1,2999156.685 Section 18, Township 23 N, Range 5 E Wem's RENTON COMMERCIAL EARTHWORK QUANITY ESTIMATE CUT = 20 CYS FILL = 5 C Y'S NOTES. - 1. CUT GENERA TED DURING THE PROJECT WLL BE HAULED TO AN APPROVED FILL LOCATION OFF S17E AS DETERMINED BY THE CON TRA C TOR. 2 THE QUAN7777ES SHOWV ARE PRELIMINARY ES71MA TES ONLY AND FOR MUNICIPAL PERMIT71NG AND REWEW FEES. THE CON7RACTOR SHALL IGNORE THESE QUANTITIES. THESE VOLUMES SHALL NOT BE USED BY THE CONTRACTOR AS A BASIS FOR ANY CON7RACTUAL INFORMATION. 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All rights reserved. 6 UPDATED SURVEY INFORMATION KAL 7-14-15 KAL 5 REVISIONS PER CITY COMMENTS KAL 5-04-15 KAL SURVEYM: JHS 4 REVISIONS PER CITY COMMENTS KAL DMGNM. KAL3REVISIONSPERCITYCOMMENTSKAL1-29-15 KAL 2 REVISIONS PER C17Y COMMENTS KAL DMM:— KAL 1 REVISIONS PER CITY COMMENTS KAL 9-5-14 KAL CHECKM. KAL NO. REVISION BY KAL 1 " =10, I ONE INCH I I AT FULL MALE I IF NOT ONE NOCH SCALE ACCIORMLY VERnCAL. NAWD 190 HORIZMAU NAD 1963/1991 DATU M SSV,H --- 347 R Ml= 34,06 GENERAL CONSTRUCUM NOTES 1. ALL WORK MA TERIAL SHALL BE IN CONFORMANCE W714 THE STANDARDS AND SPECIFICATIONS OF 714E CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS DEPARTMENT AND THE LATEST ED177ON OF THE WSDOTIAPWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN 714E RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON S17E AT ALL 71MES DURING CONSTRUCTION. I I 2. A COPY OF THE APPROVED PLANS MUST BE ON SITE I WHENEVER CONSTRUCTION IS IN PROGRESS. II I J. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED 1. FOR WORK W7HIN 774E PUBLIC RIGHT-OF-WAY II 1: I 11 II 4. PAVED SUFACES INCLUDING ROADWA)'S SIDEWALKS AND i II1. CURBS THA T ARE DAMAGED BY NEW CONSTRUCTION IN 11 PUBLIC RIGHT-OF-WAY SHALL BE REPAIRED AS REQUIREDIII e III BY THE CITY OF RENTON INSPECTOR AND THE C.O.R. t, i-551 TRENCH RESTORATION & OVERLAY STANDARDS M, II I < i M I11I e -r, 5. 774E CONTRACTOR SHALL N07IFY THE FIRE DEPARTMENT I CD F DISPATCHER TWENTY-FOUR (24) HOURS IN ADVANCE OF I c-, ALL WATER SERWCE INTERRUPTIONS, HYDRANT SHUTOFFS. ry 0 I-) AND STREET CLOSURES OR 07HER ACCESS BLOCKAGE. THE 1 ul CONTRACTOR SHALL ALSO N07IFY 714E DISPATCHER OF ALLQ II I rx" NEW, RELOCATED, OR ELIMINATED HYDRANTS RESUL77NG UJI" I fl - II FROM THIS WORK. 1 11 I'llW 6. ALL LOCA77ONS OF EXIS77NG U71LI71ES SHOWN HEREON HAVE 1. H BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM o I - AVAILABLE RECORDS AND SHOULD THEREFORE BEI ;, I L II r CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY1, -, I z COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE I I= P,,<. CONTRACTOR TO INDEPENDENTLY VERIFY 714E ACCURACY OF C) i 0 9 0 FURTHER DISCO VERi - ALL U71LITY LOCATION SHOWV AND T j 11 ; AND AVOID ANY 07HER U71LI71ES NOT SHOWN HEREON o X, 14HICH MY BE AFFECTED BY THE IMPLEMENTA77ON OF THIS fi- 10- 9 I PLAN. 1I 3: II 7. THE CONTRACTOR SHALL LOCATE AND PR07ECT ALLL-- CAS71NG AND U71LI71ES DURING CONSTRUCTION AND SHALL CONTACT 714E UNDERGROUND U71LI71ES LOCATOR SERWCE 81 1) A T LEA S T 72 HOURS PRIOR TO CONS TRUC TION. 774E CONTRACTOR SHALL ADJUST ALL EXIS77NG MAINTENANCE HOLE RIMS DRAINAGE STRUCTURE LIDS, VALVE BOXES, AND U71LITY ACCESS STRUCTURE TO FINISH GRADE WTHIN AREAS AFFECTED BY 714E IMPROVEMENTS. 1 a THE ON mA TESTS REQUIRED BY THE CITY OF RENTON INSPECTOR FOR WORK IN 714IN THE PUBLIC RIGH I- OF- WA Y. 12 STREET RIGHT -OF- WAY WILL BE 4 THE CONNACTOR'S RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS, ALLOWING PROPER T RECONSTRUCTION OF 17EMS 774AT DO NOT MEET CITY 1 STANDARDS OR 714AT WERE CONSTRUCTED WTHOUT INSPECTION. ANY RECONSTRUCTION SHALL BE AT CON IRA C TOR "S EXPENSE. 13 ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WTH 774E TRAFFIC CONTROL MANUAL. A CITY OF RENTON APPROVED TRAFFIC CONTROL PLAN WILL BE REQUIRED PRIOR TO ISSUANCE OF PERMIT 14. CARE SHALL BE EXERCISED WIEN EXCAVA77ON NEAR ANY EXIS77NG U71LITY LINES ANDIOR W714IN TREE CRI71CAL ROOT ZONES. 15. 774E CON7RACTOR SHALL SUBMIT CONSTRUCTION HAUL ROUTES TO CITY OF RENTON PRIOR TO CONSTRUCTION. 16. IN 714E EVENT N07ES CONFLICT THE CITY OF RENTON STANDARD N07ES SHALL RULE. ADDITIONAL NOTE: BUILDING PERMIT REQUIRED FOR ALL WALLS GREATER THAN OR EQUAL TO 4 FEET IN HEIGHT CXW OF RE -WON I APPROVED BY.- CV1--`- If DA7E.- 1"(4541 W ----- APPROVED BY.- .,.- - d *--- T - D A 7E.- -7/2./A I WIIIIIIIIIIII . . I /E -n n V. n A Tr'. Mf-f-rNU I APPROVED BY.- DA 7E. - DAM A C1 TY OF Renton Commercial 60 S.W. Sunset Blvd. FEU)BOOK: PPAF- RENTON Renton, WA 98055 D W" - Plan ning/Building/Pu blic Works Dept. GRADING & STORM DRAINA GE PLAN SHmr'- 4 OF. 7 1 - 58 1 7 C-1 I I I I I I I I jl - 9 Mz 1 I = z .; 4 0fn3 W [] -0 r- z n 171 rM Tj i )I K i , Z z M M i 0 I > I I I j Cn n S a M M M0 0 C3 U C: Z-4 M C-) 0 --4 M Go Uj E -< I z re ,;, M 4 != - Z V K T 1 am, 0 I :0 'a JE (M T r" Ln 5 i, i - Z z M Cn I > L- I n n 0 0 X -TIMC 100 M r- 4 W F X rr (M Cn A -< a I- 044i tsLd Oka V Z W 0 Ow a_ w 0 W Lq EARTHWORK AND GRADING NOTES 1. NONCOMPLIANCE WITH EROSION CONTROL REQUIREMEN754 WATER QUALITY REQUIRLWW 7S AND CLEARING LIMI7S MAY RESULT IN REVOCA 710N OF PROECT PERMITS, PLAN APPROVAL AND BOND FORECLOSURES 2. PRIOR TO ANY WORK INCLUCING GROUND DISTURBANCE, THE CONIRACTaR SHALL CONTACT THE CITY OF REN70N TO SCHEDULE A PRE-CONS7RUC710N MEETING, J. PRIOR TO ANY SITE CONSTRUC710N (WNIICH INCLUDES CLEARIN/LOGGIN, DEMOLI710N, OR GRADING THE SITE), CLEARING LIMITS SHALL BE LOCA 7ED AND FIELD IDEN71RED BY 714E CONTRACTOR'S SURVEYOR. 4. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH CITY OF RENTON STANDARDS 5. ALL STRUCTURAL FILLS SHALL BE COMPACTED TO A MINIMUM OF 95X OF MAXIMUM DENSITY BY MODIFIED PROCTOR TEST UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE SPECIFICATIONS 6 APPROVAL BY CITY OF RENTON OF 714E DRAINAGE AND TEMPORARY EROSI CONTROL PLANS DOES NOT INCLUDE APPROVAL OF 714E GRADING AC71W71ES SHO HEREIN. GRADING AC71 W 71ES IMTHIN THE RIGHT -OF- WA Y REQUIRE A PERMI T FROM AHJ. GRADING AC71W77ES ON ADJACENT PROPERTIES REQUIRES WRITTEN APPROVA BY THE ADJACENT PROPERTY OWER Z GRADING AND EXPOSED SOILS MUST BE STABILIZED BY OCTOBER 15714 AND NO EXCAVATION TO BE PERFORMED BETWEEN OCTOBER 31ST AND APRIL IST UNLESS CONTRACTOR HAS OBTAINED WIRITTEN APPROVAL BY CITY OF RENTAN. 8. MATCH EXISTING GRADES AT EDGE COIVD171ONS AND PROVIDE SMOOTH TRANSI710N. 9 SLOPE FINISHED SURFACE A MINIMUM OF 2X AWAY FROM THE BUILDING FAR AT LEAST TWO FEET ON ALL SIDES OF THE BUILDING UNLESS N07ED OTHERWISE. 1D. COORDINATE FINE GRADING FOR SURFACE DRAINAGE WITH LANDSCAPE INSTALLA 7100V. FINE GRADING FOR SURFACE DRAINAGE SHALL OCCUR PRIOR TO PLAN71NG AND MULCHING GRADE TO PROWDE POSITIVE DRAINAGE AWAY FROM AT B07H SUBGRADE AND FINISH GRADE. 11. UNLESS INDICATED OTHERWISE, THE FART RK RK OPERATION SMALL AMEND THE SOILS FOR NON -PAVED AREAS WITH 714E FOLLOWING MINIMUM. 3 -INCHES OF COMPOST TILLED IN70 1HE TOP 12 INCHES OF NON-STRUCTURAL FILL AND NA71W SOILS ONCE AMENDED PROTECT SOILS FROM OVERCOMPACHON. IF AMENDED SOILS BECOME OVERCOMPAC7ED THEN RESTORE AT NO ADDITIONAL COST TO OWNER 12. FINISHED GRADING, FINE GRADE BENDS TO CONTOUR LINES AND GRADES SHOW ON DRAWING, 1/4" BELOW THE LEVEL OF ADJACENT WALLS, WALKS AND CURBS UNLESS NOTES 0714ERWISE. ALLOW ROOM IN PLANT BEDS, COORDINATE W 17 LANDSCAPING PLANS FINE RNISI4 TOPSOIL TO MAKE SMOOTH AND EVEN AND REMOVING ALL EXTRANEOUS MATTER. STORM DRAINAGE GENERAL NOTES I. BEFORE ANY CONSTRUC710N OR DEVELOPMENT AC7IWTY OCCURS, A PRECONSTRUC710N 15 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRO WDING ADEQUATE SAFEGUARD, MEETING MUST BE HELD WITH THE CITY OF REN701V PLAN REVIEWER. SAFETY DEWCES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2014 STANDARD AC71ONS TO PR07ECT 7HE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TOSPECIFICATIONSFORROAD, BRIDGE AND MUNICIPAL CONSTRUC770N PREPARED BY PROTECT PROPERTY IN CONNECTION WrTH THE PERFORMANCE OF WORK COVERED BYWSDOTAND7HEAMERICANPUBLICWORKSASSOCIA7101V (APWA), AS AMENDED BY THE CONTRACT. ANY WORK WITHIN THE IRAWE7ED RIGHT OF WAY THAT MAYTHECITYOFRENTONPUBLICWORKSDEPARTMENT. INTERRUPT NORMAL 7RAMC FLOW SHALL REQUIRE A TRAMC CONTROL PLAN 3. THE SURFACE W47ER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED BY 774E PUBLIC WORKS DEPARTJMENT, 7RANSPORTA7701V SYSTEMS DIWS ON. APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT, ANY ALL SEC7101VS OF THE WSDOT STANDARD SPECIRCA71ONS 1-07.23 TRAFFIC CONTROL DEWA7IAN FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE SHALL APPLY. CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE W47ER U77LITY SECTION. 16. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF 774E PROJIECT LOCATION IS 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB 97E WNIENEVER WITHIN THE AQUIFER PR07EC71ON AREA (APA). CONSTRUC710N IS IN PROGRESS 5. ALL SFDIMENTA710NIEROS70N FACILITIES MUST BE IN OPERA71ON PRIOR TO CLEARING STORM DRAINAGE NOTESANDBUILDINGCONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION HAS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS I. 714E STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THEPASSED. APPROVED DRAINAGE CONTROL PLAN IN 711E APPROVED BUILDING PERMIT PLAN SET. WHICH6ALLRE7EN710N/OETEN710N FACILITIES MUST BE INSTALLED AND IN OPERA77ON PRIOR IS ON FILE W714 THE CITY OF RENTON. ANY DEWA7101V FROM 7HE APPROVED PLANS WILLTOORINCOINJINC71ONWITHALLCONSTRUCTIONAC71W7YUNLESSOTHERWISEREQUIREWRITTENAPPROVALFROMTHECITYOFRENTONANDTHEOWNER'SAPPROVEDBY7HEPUBLICWORKSDEPARTUENT, SURFACE WATER U71UTY SEC710N. REPRESENTA71VEOINZGRASSSLEDMAYBEAPPLIEDBYHYDROSEEDINGTHEGRASSSEEDMIXTURE, 0714ER IMV THAN CITY OF REN701V APPROVED STANDARD MIXES, MALL BE SUBMITTED BY A 2 A COPY OF 7HE APPROVED DRAINAGE CONTROL PLANS MUST BE ON THE JOB SITELANDSCAPEARCHITECTANDAPPROVEDBY7HEPUBLICWORKSDEPARTMENT, WHENEVER CONSTRUC710N IS IN PROGRESSLSURFACEWATERU71UTYSECTION. 8. ALL PIPE AND APPURTENANCES SHALL BE LAID AN A PROPERLY PREPARED J. ALL REQUIRED STORM WATER FACILITIES MUST BE CONSTRUCTED AND IN OPERA 7101VFOUNDA7101VINACCORDANCEWITHSEC7101V7-02.3(1) OF THE CURRENT STATE OF PRIOR TO CONSTRUC710N OF IMPERVIOUS SURFACING UNLESS OTHERWISE APPROVED BYWASHINGTONSTANDARDSPEanCA710NFARROADANDBRIDGECONSTRUCTION, THIS THE C17Y OF RENTON AND THE OWNER'S REPRESENTATIVE. SHALL INCLUDE NECESSARY LEVEUNG OF 714E TRENCH BOTTOM OR THE TOP OF 7HE FOUNDAT70N MATEIRIAL, AS NELL AS PLACEMENT AND COMPAC710N OF REQUIRED 4. CONNECT ALL ROCKERY, WALL, AND BUILDING FOOTING DRAINS TO 774E STORMBEDDINGMATERIAL70UNIFORMGRADESOTHATTHEETVTIRELENGTHOFTHEPIPESYSTEMATACATCHBASINUNLESS07HERWISENOTED. IMLL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE ALL PIPE BEDDING SHALL BY APWA GLASS 'C; WITH 7HE EXCEP7101V OF PVC PIPE. ALL TRENCH 5. PROVIDE F007ING DRAIN CLEANOUTS AT A MAXIMUM 100' ON CENTER AND PROWDEBACKFILLSHALLBECOMPACTEDTOMINIMUM95% FOR PAVEMENT AND STRUCTURAL NO FENER THAN TWO PER STRUCTURE. COORDINATE LOCATION WITH THE ONNER'SFILLAND90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 ARCHITECT AND ENGINEER. CONTRACTOR SHALL DOCUMENT AS -BUILT LOCATION OFINCHESOVERANDUNDERPVCPIPE. INSTALLED GLEANOUIS ON CONTRACTOR'S AS -GUILTS MAINTAIN AS -GUILTS AS WfORK9. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FT OF INE SPRING LINE OF ANY PROGRESSS701RMDRAINAGEPIPE, OR 15 FT. FROM THE TOP OF ANY CHANNEL BANK. 10. ALL CATCH BASIN GRATES SHALL BY DEPRESSED .1 FT. BELOW PAMWENT LEVEL. 6. ROOF DOWNSPOUT 71G4TLINES CONVEYING S70RMWAIER FROM ONE DOWNSPOUT11.OPEN CUT ROAD CROSSINGS THROUGH EX1S11NG PUBLIC RIGHT OF WAY WILL NOT BE SHALL BE OF 4 -INCH DIAMETER PVC STORM DRAIN, ROOF DOWNSPOUT 11G4TLINES PG4NNING/l UILD/NG/!'UBUC WORKS ADMINISTRATOR UNLESS SPECIFlCALL Y APPROVED BY CITY OF RENTON CONVEYING STOIRMWA TER FROM TWO OR MORE DOWNSPOUTS SHALL BE OF 6 -INCH 12. ROCK FOR EROSION PR07EC7701V OF ROADSIDE DITCHES, WHERE REQUIRED, 5SHALL BE DIAMETER PVC STARM DRAIN. OF SOUND QUARRY ROCK PLACES TO A DEP714 OF ONE (1) FT. AND MUST MEET THE 7 TYPE 1 AND TYPE 2 CATCH BASIN SIRUCIURES PER THE CITY OF RENTONFOLLOWNGSPECIFICA710164-8 IN. ROCK / 40-7OX PASSING; 2-4 IN. ROCK / STANDARD PLANS AND SPECIRCA71016 30-40% PASSING; AND LESS THAN 2 IN. ROCK / 10-20% PASSING, 13. ALL BUILDING DOWNSPOUTS AND F007ING DRAINS SHALL BE CONNECTED TO 714E 6 PROWDE A MINIMUM OF 2.0X SLOPE CIV ALL DRAINAGE AND DOWNSPOUTSTORMDRAINAGESYSTEM, UNLESS APPROVED BY 7HE CITY PLAN REWEWER OR CONNEC710V ONES, UNLESS NOTED OTHERWISE: SURFACE WA 7ER U71UTY SEC 770N. AN ACCURA TEL Y DIMENSIONED, CER71RED AS -BUIL T DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON 9. PROVIDE STORM DRAIN STENCILING IN PAVEMENT AT ALL STORM DRAIN CATCHCOMPLE710NBASINS, INLETS AND AREA DRAINS 714AT ARE IN OR WITHIN ONE FOOT OF A PAVED AREA. 14. ISSUANCE OF THE BUILDING OR CONSTRUC710N PERMI7S BY THE CITY OF RENTON STENCILING SHALL BE IN ACCORDANCE WI774 PUBLIC AGENCY STANDARDS DOES NOT RELIEVE THE OWNER OF THE CON71NUING LEGAL OBUGA71ON AND/AR LIABILITY CONNECTED WITH S70RM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OB1JGA71ON FOR 774E PROPER FUNCTIONING AND MAINTENANCE OF 774E SYSTEM PROVIDED DURING CONSTRUCTION Mi% l4 GI 1 N b s E TN - it V MIN. E OONM%A= PLANS PEDERTRIAN 011311119 1. Ttft plan is to tw used *ftre padeWan crollialng In one direction 4 not SEE RIOT 10 Geld. eXPANBION JOINT SEE STAMA111111110 2. Curb nmW to shail bo plawdvA11 tw wft of the anociated K or as Wxwn in the ContrilIlIat Playa SlDeAIALK y Y b DYB j the entilre Nthe g de. by surbw pWm shW1 be 4ush, i or appurian- wKw ftnt of the curb ramp or an any part of ft curb rwmp or l"Ing. s¢ z Sea ft Co*vd Documents fbr the curb design afte Shm*m! fte 11-10.112 W Ca&, Curb and Gutter, "m"ad Curb RL v and Pedestrian II . RMAC R' p- I ' `TA ki'II i O 1'J E w4 Gutter Conte _ alk The bid itern v.: CRAP P n P R T I14 Irl SURE CAft d Gam), "wW Curb wd Gam, Pedestrian FAM, OMR Curb or Siilciewalk, or f LL - Weft Otero sign. CURS PIAN VEW 8. Tbe curb rwnI yarn running ellops ihallwire ft Imp *Vth to IWE I111111OU DIRECTION 15 f6ft tO SWW ming ft islope Indefinbly to stop grsd". ng to 9 In"it"nurlmiing INTERCEPTOR TRENCH SECTION N. T. S. 10" 6" MIN. 1. EXTRUDED CEMENT CONCRETE CURB SHALL BE BONDED TO THE PA VEMENT NTH TACK COA T OR SLURRY MIXTURE ADHESIVE 2. JOINTS IN EXTRUDED CEMENT CONCRETE CURB SHALL BE CUT VERTICALLY AT 10 FOOT INTERVALS TO A MINIMUM DEPTH OF 5 INCHES. SAWED CUTS SHALL BE 1/8 INCH MINIMUM WIDTH. T2x/ T TTT TT ____- - __ __ N. T.S. L. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center ID,MT,N%0R,WA) SEC F N A CEANEhWr CONCRETE CURB RAMP AFTYPE 8IN(NA DIRECT110N" PAY LIMIT M'7 r 79476 S' II'E SNA L 5' STAMP NOT VALID UNLESS SIGNED AND DATED OOMETFUC VIEW TM 13111140 AR.R PAY UNrT LITCHFIELD ENGINEERING C 414 rid pipe Cott NO TE: ACTION IEV') A -A 4 i to scald THIS DETAIL IS PROVIDED FOR REFERENCE, SEE PLAN VIEW FOR MINOR MODIFICATIONS KING COUNTY TYPICAL RAIN GARDEN N. T. S. 1Y -'4"'R AT JOIN74 1/2-X4' EXPANSION MATEIAL AT J00INTM A t,ce++cw s SCORE S TO BE 0 CU AND 7_ '; a 4-- I /2"X4" X 7 .# SI to i T MATER zi" :4n 1/4"R '} T 'JC I'~QTS h.Ypl ) 3 J$ x'I r NIA AL URS RETJRA F 0 15 NO G ? TTS x ¢ ,:, N f .4P{ yf y y y` 0. ryµw y q.yt a l J y Xwwwv 'xA isY t S. itit S .A' XD "}4 4., TO Su.a!4 pj''iWM 1 fu F'+. 1, 09 SS f e`l I V 9AY`ilRe. THE Sm ALL 7i T 4E LESS n4A'i 3/'1#- h 714iMSSS A.N0 &HALL V& EXT{OEID 2° SELaW THE OUTM Iter 7/20 THWU JOINTS SHAU BE °-LACE AT A.R. CC&D JONTS AS DRECTED BY ENGINEER AND "A__ LKTENC, f" ERE x4' IC 4X V1;, f1LA AJAINS- THE y"f iR AND G -W , HENr.-`Mv. m 74 x' 2" Z.VAAH 4 ,ATE IAL ` Heli. BE L C PROP,.::." 1Q P,V AT ALL nEirupot Expmsjok ' A'A AIA"' SHAu, €" PLACED AT EVERY F0V r'EW P : L. CZN f f{= ` S : R 3 T THE R WME TS OV C 9 ..Y ` ,04 AIF TfiE " H04M A w 1 'A A wcepA # 1 TH ALL MMS HAA"6 A 2 lwtwr 80 STA*MMD PLAN F4M4 OEM, COQ -;. CURB AND 0"J-tE rA"--, 1VE'AT AS PEP FLANS fir` . r i PARK WAYA_-' T ,# 1 k CEL-', c N1 66- 18 AND GUTTER E -, ADOPTED MY OF RLWON 11TAKIMM PLAIM 1 IC U' v'VG, NA -i\,1. F-0017 P PAGE:: Flvf 7 o m ome r Ormm IMM M&AM porgy dWh 13 I= Qmm, b gw shrubs u x tie", t 1 P wt { 0 4 800 TEN'TIO AREA M NO TE: ACTION IEV') A -A 4 i to scald THIS DETAIL IS PROVIDED FOR REFERENCE, SEE PLAN VIEW FOR MINOR MODIFICATIONS KING COUNTY TYPICAL RAIN GARDEN N. T. S. 1Y -' 4"'R AT JOIN74 1/ 2-X4' EXPANSION MATEIAL AT J00INTM A t,ce++cw s SCORE S TO BE 0 CU AND 7_ '; a 4-- I / 2"X4" X 7 .# SI to i T MATER zi" :4n 1/ 4"R '} T 'JC I'~QTS h. Ypl ) 3 J$ x'I r NIA AL URS RETJRA F 0 15 NO G ? TTS x ¢ ,:, N f .4P{ yf y y y` 0. ryµw y q.yt 9 l J y Xw wwv 'xA isY t S. itit S .A' XD "}4 4., TO Su.a!4 pj''iWM 1 fu F'+. 1, 09 SS f e`l I V 9AY`ilRe. THE Sm ALL 7i T 4E LESS n4A'i 3/'1#- h 714iMSSS A.N0 &HALL V& EXT{OEID 2° SELaW THE OUTM Iter 7/20 THWU JOINTS SHAU BE °-LACE AT A.R. CC&D JONTS AS DRECTED BY ENGINEER AND "A__ LKTENC, f" ERE x4' IC 4X V1;, f1LA AJAINS- THE y"f iR AND G -W , HENr.-`Mv. m 74 x'2" Z.VAAH 4 ,ATE IAL ` Heli. BE L C PROP,.::." 1Q P,V AT ALL nEirupot Expmsjok 'A' A AIA"' SHAu, €" PLACED AT EVERY F0V r'EW P : L. CZN f f{= ` S : R 3 T THE R WME TS OV C 9 ..Y ` ,04 AIF TfiE " H04M A w 1 'A A wcepA # 1 TH ALL MMS HAA"6 A 2 lwtwr 80 STA* MMD PLAN F4M4 OEM, COQ -;. CURB AND 0"J-tE rA"--,1VE' AT AS PEP FLANS fir` .t i PARK WAYA_-' T ,# 1 k CEL-', c N1 66-18 AND GUTTER E -, ADOPTED MY OF RLWON 11TAKIMM PLAIM 1 IC U'v' VG, NA -i\,1. F-0017 P PAGE:: Flvf 7 040,0000" . 46-5 1 -N 0- ___k" C r TRUNCATM DOW 9WTW* nA oo o m ome r Ormm 13 I= Qmm, t 1 P 4 M 040, 0000" . 46-5 1 -N 0- ___k" C r TRUNCATM DOW 9WTW* nA oo o m ome Ormm 13 I= Qmm, DAM. 81 ST AVENUE NE Su JHS sem. -, Renton Commercial 6-25-14 Kirkland, WA 98034 4 REVISIONS PER CITY COMMENTS KAL 5-04-15 KAL : 1 =10 Hor zro : w /s CITY 0 3 REVISIONS PER CITY COMMENTS KAL 1-29-15 KAL K- 6o S. W. Sunset Blvd. F°°°°"` Tel (425) 821-5938 Fax (425) 821-5739 2 REVISIONS PER CITY COMMENTS KAL 11-12-14 KAL DPAW: - _ RENTON PAW -1 1 REVISIONS PER CITY COMMENTS KAL 9-5-14 KAL CHECK KAL °NE INW DATU M Renton, WA 98055 AT FtXt WALE I Plan ning/Building/Public Works Dept. IF NOT ONE WCH CopyrightcU 2000 Litchfield Engineering, Inc. All rights reserved. 140. REVISION BY DATE APPR Z Y SITE..,"D STORM DRAINAGE DETAILS SHEET: oF: 5 7 R- 383 705 IN w Q z LLJU D of CL GRAPHIC SCALE 10 0 5 10 SCALE: 1" = 10' BENCH MARK — NA VD 88 BY NO. RENTON 754 TOP OF MON IN CASE AT THE INTERSECTION OF SW 7TH STAND SENECA AVE S E. ELEV. = 22.31 FEET T "Z -V "A T TI EXISTING FEA TURES FOUND MONUMENT AS DESCRIBED FOUND CORNER AS DESCRIBED O SET CORNER AS DESCRIBED t LUMINAIRE X UGHT POLE W/CHAIN p CHAIN POLE CATCH BASIN Q SANITARY SEWER MANHOLE WV M WATER VALVE WM WATER METER FIRE HYDRANT M -i, POWER POLE IN POWER RISER D PEDISTRIAN PUSH BUTTON PEDESTAL m y JUNC77ON BOX ;r HORIZONTAL —DATUM NAD83(1991 CITY OF RENTON NO. 1140 PK NAIL NEXT TO MONUMENT CASE LOCATED AT THE INTERSECTION OF SHA TTUCK AVE S, AND S 3RD ST. N178, 048.634 E1,299,195.520 CITY OF RENTON NO. 1898 TOP OF CONCRETE MONUMENT IN CASE WITH DOMED CAP AND PUNCH LOCA TED AT THE INTERSECTION OF SHA TTUCK AVE. S ANDS 67H ST. N176, 367.485 E1,299,156.685 t - ay n Nr r s,Nr q s a Ssti' 4 i''y n f M e» g q MM •' y ' X , a a oPR i k + q. "ria NF K R R,, x , RM OS ATA. 10+05,RT. 5. 3.- 111N12" X 10' TEE MJ X FL) N E,--zz 9,41 t-1-10' GATE VAL (FL X MJ) =-- 9 3a 1-12 GATE VAL1 (MJ X FL) y 1N12' SLEEVE ul 0( CIlk?ey.! 11 CONC. BLOWN , y, ii tt" w 1 1 y i i' G ry x.. a SITE BENCH y` y TOP, OF RR SPIKE ELS = 43. 9 4' x t. h0 C i w q v ' v o 4F Call 2 Working Days Before You Dig 811 Utilities Underground Location Center lD,MT,ND,0R,WA) A-. L I T C of WAS, f op d 294_76 IUI STE ANAL 1, 15 STAMP NOT VALID UNLESS SIGNED AND DATED MMS 1 u tit y q tyG a y q Y ,Y4 y OWFHR JN e Section 18, Township 23 N, Range 5 E W.M. RENTON COMMERCIAL 18.5aa LITCHFIELD ENGINEERING 6 UPDATED SURVEY INFORMATION KAL 7-14-15 KAL 5 REVISIONS PER CITY COMMENTS ML 5-04-15 KAL Sum JHS1284081STAVENUENE4REVISIONSPERCITYCOMMENTSKAL3-13-15 KAL Kirkland, WA 98034 °ESMI KAL3REVISIONSPERCITYCOMMENTSKAL1-29-15 KAL Tel 1425) 821-5038 Fax (425) 821-5739 2 REVISIONS PER CITY COMMENTS KAL 11-12-14 KAL KAL 1 REVISIONS PER CITY COMMENTS KAL 9-5-14 KAL c"ECI(M. KAL Copyright Q 2000 Litchfield Engineering, Inc. All rights reserved. NO. REVISION BY DATE APPR A mmm KAL 1 =10, ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACOORDWOLY VERTICAL. RAM , HORMWAL- NAD ,,, ,99, DATU M 4 - UUNC. F0014 PIS TO BUILDING pyo, C3 w. f NO, 39.29 q - t AL CITY OE RENTON Planning/Building/Public Works Dept. B- 342 RIM=36,58 i5 kvr. z Z 3 w Cr ct Li a_ W Z 3ce Q 3 i b d aa'tr. CB— 346 RI:M=33.91 383101 5- 383101 d Y OF R APPROVED BY.• V T DATE.- 383706 G'i'l n Ii K DATE.• APPROVED B i 1p, APPROVED BY.• Z60- kc"„!1 DATE: 7 161 APPROVED BY.• _ yW eO YIIDA TE: , I Commercial DAM 6-25-14 60 S. W. Sunset Blvd. FIEL°'°°W Renton, WA 98455 WATER & SEWER PLAN T 6 ° 7 S- W - 3B -yw Iw_3g-'oi Fam E11" Eft I Ld z 041) II-_ z0 LLJ 3 z 0 w 0 - j47 Lq z At V! V41"-j k T_1IqU#!t =77771'm' qP w Alii*j, ILI' A- Ill All -011 4 toll' "S 1411giolt I 1 0, 1 1 All] 61.1-M I T "I kA - 1711117iEF J 4'.'Yj I I Aw ]ITT T11 a d_', vt I -4!A ILW.&- 1- A A 0 -4, 1 E E'l k kF , I rT T L V T7 f M1 "wil 'V f, f 1 _6 il I A R1 16 1 -711, 111 ca -41:., 14.-,;, to] J21* I w"111104CAK d-i"i jmglj VZ W 14LAiF.3 rw l 'd', A A 11 kf" 11111 t 3_11[1 4 1 __4 447 11"1111:11f4widw loll 4 -X -it i 4 TA I :L --- 7f '1 X 4:(of-11111A t jo 1 L -T-1 I I j T N: 7u 7L: Tol W: ImTT - Lj 7_ 4!# -4 " - IfICA1 _ -14 SANITARY S.E71WER NOTES AND SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WTH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND SPECIFICA 77ONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICA 77ONS FOR MUNICIPAL PUBLIC WORKS CONS TRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIA770N, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICA 77ONS. 3. ALL LOCA77ONS OF EXISTING UTILITIES SHOWV 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— CONS TRUC77ON CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONS7RUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION KILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO N077FY 7HE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCT70N. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS, AND SEQUENCES OF CONSTRUCTION AND FOR 7HE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUC77ON SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY 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. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUC77ON IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS—BUILT DRAWNG OF THE SANITARY SEWER & WATER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center lDqMT9NDj0RjWA) C7 or 29476 0, OP I A L STAMP NOT VALID UNLESS SIGNED AND DATED y ti IN UNIV'*0V_=- ME7tpAT_jQj: VALVZ- 30W, SHOULD F,.,OT 94!EST CC BO,',', Ar PRODPER-Y LINE WTAW -1" IN ARE's". i0F VA"LVE 0% 12A _ 040 00*PEP -AI,P CEXUL) CAU'201-E 34r,AKACF OF tHE SEP40E., A 0RI:_L V D A, 10-E FOR, TOLICAPEAD OCW`Z COUPLINII x IoP' CA S 40ti OR DUCTILE MON "WATERNAIN ww FROW NEARES m Tt,,, 4X FRONT EDOE OF PIT LIC CENTIEV tic 40)11_, MUST X '4 L 'AS, 4 0NDERNEATH -TB8 UALEWS T4E RIS WAC'11'40 ALU)*T, H- NUT 'D 7IGf-'7EK A' NST THE 02EN SIDE OFill, 4A O -At 0,19, LT*W-11A_ R13 J31 1,14 R hz- 1K P rrk, wat kr ey#:k%l 1, 2, t;lppii W, cm n*,w irmq br-m r7p 1 1. 1P , -2, +0 br4sa -tip, t w]W +r*,Oed am&. 'Niip;0, 4 , ple m, 2" ou". fjal:4 ytilw rAtf, 0rimui tri -is, sqJare -zoet"O'kin"; njL 3, 2 t4miliarlt smt 'Itki's vc-vm 'with th'1111an1m:. a.-at4. squa"A o vm0rg rit, 4.3ml 0rd 04v# nerAt oxtwsivo it r*qw'r+-J (sov iatcrftrd civ,0 17, 1741", V111100 111A #141"AIMMU if !,Sqww,*l 14;d' z w ioi ,Olvo t X, stoemyj li" fz;*- %o pie,# tott 111"tt) bog' stof-jarp, 8" dp -. ttofit. 1ug` Ie*# ,%4vrw. 21 brocs ur'1f.q 4,11 IFT w, fit, 2' X i - 1 /2 fi tx tv U%4_jf q jtv-- s FIFr.1, I acch '-1 412' troam nr 2 aczh 2", ,mb w brtvire f lt pm a" l4n;t 9-wicuid. cift, I 400ei t-rcyrzo ni2pia-z 19" if-raoded Inft 2 Lr jo- Lr rz* x h f org 4, ftnwy. ":PT Ftrd 31 - q 'a cr vhq-jc,;, 4, f 0, Z" e40, m*,pa, utfrg y to p4r tub) -,q tp* K twum !"iprju IPT A IT 2 " hr*01m: _mm 0 I -/2t k;V1_-C-SJ bf'om 90' 81L (,Y 7crd _44-777 v 0, 1' 0,jzt?y7,&#-tvr *At,, t y--c&s FcrJ.,, 'Aj,5'-4 $6 --20 -fl -T! 0 1 (,74 1 -- tm, oy F 7 1 J03,715"10'""713 w, W44w f,,iq*A 131- i 'Acrwold Bectir, 3CA812INDF178ft. kiefliv 5-1427-1 1/2", w4t t".31I -Jlve ri a podluxmic Mqs _*v,, *-At, aid, mt)-gra t:h44_ 4'aw. vitj, ,Q d angi-V W; v* wd pnl-.04. v&qs on inkit, ord wd* d*,soi ow.lst, ball vchv ,sn bV wvaefwlt'i wodlo olrlg, 04111 vake zutot, b111 ave On bypts wl+ p oj;Ir k wkip. to," varc,2W "el*t m- aftor !a r pliw ojc_, ina jjc R ioll 0, matow awmat*", ton be rusp,Iec ml 'in f-oltv utier rproamorte, 00 S jr O i w.w, tr ao -,.or, 11, Wzk*.- rtttw fh01 to ouppl"Od crt hrgl'01144 bv CRY of FAkor uptfi A,ater -natw snall 1)& suprifime tind InWoe 01ty .0i RkanLan payliwt of III tillated, mow 404 Af d rr"'.JL-a cro pa)mwft -f 01 (41-rw,Od ,4 to, iaa pmbeurq wirl pulty tw.s, Wult'l. 1 2 1, 11% J0, P-ut j nStjr b Q K Q qjCj 'o Mit—Sto m n a nc i 12, 1 7',X_V plawiz frato( 'm4ro-ij 04d-Stc 4* 74a.4V 1347 Sks(Itt MS15:40F 1710-116 Wt h 2" 'dicrm''d PlItt acyto Is"01, w %C, A+ 2", w1co )kootilha 'ifore 0pm,=141 co."w" 14 g, i Q ja tt ml-d-stc 'aa watim, Iw3 oiltn 10 A.'C-S'444 pitisiti"', A§W t0kJChF%,0 lit arm 'rogtb, rf(,d 114 'zt4,*,emwa pit, lid. Y1!, 1" mwo1fig ("wmprsvelwl X, !Yi#- 2", plv,- FOrie, FIFV4 whin pLiq VIPT), F-yJ bavyof rftl,2011Wo* fcr 3-4 TrW11% I " I t '. ALL teC W 5-0XV5 114STALLE-C 4 CONCort-ITE OR PAYZED Ic 14, A, y S SAA -11., FiX CAST-Wsah EOUAL TO C-YNRIC S _EXPANSIONMwlkroNUSTBE161ETAL E '2" 'Alt,_i1ew -T, Bk"ri-, OF %4FT:1_R -0-ox:: 1 U"AND 2"WATER SERVICE LOCATED SM. f%" - 320.2 B I 1C 'W l R KS D [ P A R VA, UN `7 IN PLANTING STRIP V' 11`, ARCUI 2,001C, 10. BACKFILL 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 7RENCH. MATERIALS TO COMPLETE THE FILL OVER THE 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. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 12. DATUM SHALL BE CITY OF RENTON, 1988 NAVD UNLESS OTHERWISE SHOWN. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY OF RENTON FOR THE PREVENTION OF ON—SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE MTH SECTION 7-13.3 OF THE CURRENT STATE OF WASHINGTON SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OF THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL. TO UNIFORM GRADE SO THAT EN77RE 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 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 MAXIMUM 12 INCHES ABOVE FINISHED GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECT70NS TO MATCH PAVING. LITCHFIELD ENGINEERING 12840 8 1 ST AVENUE NE Kirkland, WA 98034 Tel (425) 821-5038 Fax (425) 821-5739 Copyright @ 2000 Litchfield Engineering, Inc. All rights reserved. 3 REVISIONS PER CITY COMMENTS 2 REVISIONS PER CITY COMMENTS 1 REVISIONS PER CITY COMMENTS NO. REVISION 4' FL,mPl, CU0'1,z- 1,R, CLASS 12 MENT ur ED IS" FR0 4 A'S RJ1PP_1ED PACIFIC INAM "NORKS DW -PLY C0 INI"". P t VA TE C I TY t T) -ij TE L' t! V;AUVI- t==fj Fl_ x IAS T___ i# _ 7_7 T -E ASSEWJ kY SHIAL_ 9E 14CL,)ED- AS PART X 1-1t- PE'TSCTOR tS '--ART OF 17HE CTO R -E ::Hw_-CX VALVE AssomILY, T0. C_, RE A C -9 - L SENSIOR JCUN`EO CIN S -EE- nL47E OVER T- 1- 40UG11- 2i CIA, I RILLED 1-101M Pj P, E --409Y NCt4-SH40vK GIRCUT i--4," DU0%,E 114% '-_ASS Z4 14 7 YF IF tX'MENt JINED, LENVH tO Fll- 0EAD4AV eLOCK REQUIRED TO eUiLDING w V" IVE 'M "" 'N'TA 'NIDICATOR PCST, 4" 41ATE VAL' 0111 Ce-'44t;RE'F, BUZ.-CXINCA -2' ALL ARr%JNV/ 4 TCP PMT VAL'VE SAW S,ZV AS 0JSLE 04, PAIN-EID RED. CHECK VA FLAW3ED OiOUPJNG AD.47EA EMAL TO RCMACt ALJ_ (DETECTOP ""HECK VA',LV1' ASSEkt8JES SI A , SlHi F' HA11, 14CJJXX Si -5 'Wr J 1`0 F CHECK VAL'f AME%j&Y WXUDES Tvrj VAL*vES ANC MST KS X140 CAP& AND, 4ESLIENT SEATE) S1UT-!YF vALYES, APPROVEID ASSEMBLIES DER 0:9 -1 -LS, LAT -3T APPRO,'VED L.ST, L N MUCH ;REA,) Pi, 0 SENSOR U UPREC-42T CChiCRETE, 19'ALLT "141H 2 Sxl HII 4#-S,, MOUNTEC 0-4 SPEEL PLAM STEE_ Fl, -A' -E bw@4SOW x 7-!D` w "'-G' e 9.0Q0H 2" Nk411VIER _H AOLE I% 00%`ER, UTILIT" `,iAlULT C:a, 5"77 -LA OR ECAJAL, GALVAN: ZEC IT 48" VIM WWI r Jyp) A r_0H#x,'R_z_'7E W`PPORT PADS OR, Al), PIIE 9J--PCRTS. ELE'VATION 6' WIN, 01RIAl"IN tc, NLa1_711_,L DAYLIGHT OR STOW INS"AL- GAL*,,A%J.1Z'E,,`J LA!Dv'Z4 FOP. ACCES& DRAIN SYVEW AFTFIR FIE__` 14S-ALILATCN, 'WAIIN AVD. 0,Y-PAS5 %\—COMPACTED Faj'DATJOK DC'VA MUS- BE TMSTEM SAT1F.4CT0;RJL'*,' 9'' A C'E'_-. Cf ORAVEL HEALTH CERVIE; 9,ACKF-N, ASSEMBLY 1STER, TE -ST RE4COT `T D ;'E SL,,F3fAirT_--rj TO 01re -:r- REfT;14 WATEF JTJTY Et+51NEER,0+5 DEP-, PI, PRIOR ACn"iATION 1F INE, IIINSr, - -4 TEST C.0,2`KS `M -H 9 -A -AE O'Aps,, PLTBUC WORKS 4" ODCV ASSEMBLY WITHOUT DEPARTMENT STANDPIPE OUTSIDE INSTALLATION MARCH 2010 45' BEND 90" BEND THRUST BLOCK BEARINO ARIE-A IN SOUAK 4:EET (SM INVTS) FOR HORIZONTAL AND DOWNWARD WMAL BOOS SoIL RRN SILT OR FIRM SILTY SAND 0OWACT S" OOMPACT' SANO & GotAVEL 4Y SEND 11 1/4' 96 -- ------ 4!r 904 454 BEND FITTINO WND TFX CAP OR PLUG 22 1/2' UND TM CAP OR PLUG Z 1/2' MNO 7M CAP OR PLUG 22 1/2' REND BEND VEND 14 _F7_ _76- T.0 1.6 10 1511114- 4.7 11 313 1.4 23.3 16,7 15.7 6.7 111 7 i L4 11.4 3.4 L8 1 8.3 2.5 12- 53.0 1 =1.5 15.0 1 2L5 11&3 1 I&S 1 7.6 12&0 114.0 14,13 RA AREAS CALCULATED ON 300 PSI TEST PWSSURE, V-0* WN. WWR FOR WATERMAIN UESS 7HAN 12'. 4!-0" MIN, COVER OR WATUNAIN 12m OR OWATER. CHECKM. KAL MAX. HEJOH7 OF THRUST BLOCK (FT) 0,5 x DEPTH OF TREM04 MIN, HEIGH7 OF THRUST BLOCK FT) 0& PIPE + LO' KAI Mail A W_ kEA NOW 'TO' kiz Of SLOW M IN SWARt nwT N!Qma; 1. LOCATION AMD SZE OF OUX30110 FOR PIPE LARW THAN 12'DIAMETER AND FOR SOIL rYPES DIFFERENT THAN SHOM SHALL BE DEM11MME11) BY THE SNOWEER. 2, ALL BLOCKING SHALL BE POURED IN PLACE AGAIINS7 UkDtSTIURIBW NATIVE GROUND. 3, ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER WN. I DAY. PtWSSURE. TESTING SHALL OCCUR AF7ER 0ONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4, ALL 8LOMNO 'SHALL M CONCRET11 CL 5 5. BLOCKANO AGAiNST FITTINGS SHALL SEAR AGAWST THE GREATE57 FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT CO" OR ENCLOSE KU DOS. JOW BOLTS OR GLANDS REASONABLE AOCESS TO BMTS AND QLANDS IIIHALL BE PROVIDED. CONCRETE BLOCKING FOR HORIZONTAL AND DOVVNWARD VERTICAL BENDS 1 " =10' ONE INCH AT FUILL SOME IF NOT ONE IINCH SCALE ACCORDW44LY VERTICAL- NAM ION HORMITAL- NAD 1983/1991 DATU M MD. PLAN - W0.9 MARCH 2010 PROPERTY LINE FUTURE 8" BUILDING SEWER PIPE BUILDING SEWER 4" STUD MARKING POST PAINTM TEE WTH 6* 4 SIDE OUTLET 6*X6`,Xr WYE WHITE Wj1H 'THE WORD *SE%ER` STENCLED 1JRFACE CLE-ANOUT WITH CAST IRON RINO 00VER IN Y" W10H BLACK LETTERS AND #0 VARE ST JORDAN IRCIN VMXS MAPPED AROUND THE STUD AN0 975 '00 APPIROVM EQUAL, EXTENDED TO THE TOP OF THE STUD. SPEOFY *SEAE ON LID. SEE 117D. PLAN 403.1 FOR A" SOL SEW AND NJILMrA Km INSTAL-AlION) ACCEPTABLE PROCEDURES FOR S40E SEVER CONNECTfONS 70 MAIN UMSE ARE AS F-OLII-OW& Fin A. 14TRIFIED CLAY MAIN - 'CUT IN A NEW SEC11ION OF SEVWR M.&AN 'WTH z A NEW 1t9 USING FLtABLE 00LIPLINOS as Z rn FEANOO CR APPROAD EOUAL). CD8 CCINCRETE 4NN - OUT IN A NEW SECTION OF SEVfiR *01IN VATH m A NEW, TEE USINO FLEXRE =PUMOS !T( IFERNIC0 OR APPR)O W EQUAL). -7 C, PVC MAIN - CORE -DRILLED WITH A ROMA4 SAODLE OR APPROVED mEQUAL) OR CUT IN A NEW TEE USING RJOID COUPUNGS Cn 0 0. DUCRILE IRON MAIIN - CORE-DMLED WITH A IROMAC SAOME (OR > APPROVED EQUAL) E, MANHOLE ONNECTiON - ALL CONNECTIONS TO MANHMS SHALL BE AT MANUFACTURED KNOCK-WTS OR THE STRUCTURE SKALL BE CORE-DRILLEDA e110 ALLOWABLE MAX., FOR CAST IRON PIPE OR DUCTILE IRON PIPE, 1 3: 5 MIX OONCRE7E SLOCKING7. 60. 2 Y4, _m I.N SLOPE SEWER MAIN U,QTEi UNLESS OTHERWSE SHOW4 ON PLAN, SIDE SEVER SHALL HAVE A MINIMUM 15' COVS AT PROPERTY LINE OR 3-5' LOnR THAN THE LOWEST HOUSE ELEVA71 o MICHE)0 IS LOWER, STANORMID SIDS IN111MIIIIIIIIIIIIIII111t lop PUB11C W01tKS 11111141TALLATION DEPAMENT 48MMIt MAIN TO PROVER11rY LIP=) CITY OF RENTON Planning/Building/Public Works Dept. m CrrY OF m0ffON APPROVED BY: w DA7E.- A 7E. - APPROVED P, APPROVED BY: DA 7E. - APPROVED BY: DA 7E. - DATE. Renton Commercial 6-25-14 60 S. wrr e Sunset -Blvd. FELDBOOK: Pw_1 Renton, WA 98055 DRAIIIIIIIIING NO. WA TER & S WER DE TA IL S & NO TES vmr., 7 0` 7 383-70 -7 t --- 1D CD CD SURVEYM: JHS DESIGNM. KALKAL5-04-15 KAL KAL 11-12-14 KAL DRAW: " L KAL 9-5-14 KAL CHECKM. KAL BY DATE APPR KAI CONCRETE BLOCKING FOR HORIZONTAL AND DOVVNWARD VERTICAL BENDS 1 " =10' ONE INCH AT FUILL SOME IF NOT ONE IINCH SCALE ACCORDW44LY VERTICAL- NAM ION HORMITAL- NAD 1983/1991 DATU M MD. PLAN - W0.9 MARCH 2010 PROPERTY LINE FUTURE 8" BUILDING SEWER PIPE BUILDING SEWER 4" STUD MARKING POST PAINTM TEE WTH 6* 4 SIDE OUTLET 6*X6`,Xr WYE WHITE Wj1H 'THE WORD *SE%ER` STENCLED 1JRFACE CLE-ANOUT WITH CAST IRON RINO 00VER IN Y" W10H BLACK LETTERS AND #0 VARE ST JORDAN IRCIN VMXS MAPPED AROUND THE STUD AN0 975 '00 APPIROVM EQUAL, EXTENDED TO THE TOP OF THE STUD. SPEOFY *SEAE ON LID. SEE 117D. PLAN 403.1 FOR A" SOL SEW AND NJILMrA Km INSTAL-AlION) ACCEPTABLE PROCEDURES FOR S40E SEVER CONNECTfONS 70 MAIN UMSE ARE AS F-OLII-OW& Fin A. 14TRIFIED CLAY MAIN - 'CUT IN A NEW SEC11ION OF SEVWR M.&AN 'WTH z A NEW 1t9 USING FLtABLE 00LIPLINOS as Z rn FEANOO CR APPROAD EOUAL). CD8 CCINCRETE 4NN - OUT IN A NEW SECTION OF SEVfiR *01IN VATH m A NEW, TEE USINO FLEXRE =PUMOS !T( IFERNIC0 OR APPR)O W EQUAL). -7 C, PVC MAIN - CORE -DRILLED WITH A ROMA4 SAODLE OR APPROVED mEQUAL) OR CUT IN A NEW TEE USING RJOID COUPUNGS Cn 0 0. DUCRILE IRON MAIIN - CORE-DMLED WITH A IROMAC SAOME (OR > APPROVED EQUAL) E, MANHOLE ONNECTiON - ALL CONNECTIONS TO MANHMS SHALL BE AT MANUFACTURED KNOCK-WTS OR THE STRUCTURE SKALL BE CORE-DRILLEDA e110 ALLOWABLE MAX., FOR CAST IRON PIPE OR DUCTILE IRON PIPE, 1 3: 5 MIX OONCRE7E SLOCKING7. 60. 2 Y4, _m I.N SLOPE SEWER MAIN U,QTEi UNLESS OTHERWSE SHOW4 ON PLAN, SIDE SEVER SHALL HAVE A MINIMUM 15' COVS AT PROPERTY LINE OR 3-5' LOnR THAN THE LOWEST HOUSE ELEVA71 o MICHE)0 IS LOWER, STANORMID SIDS IN111MIIIIIIIIIIIIIII111t lop PUB11C W01tKS 11111141TALLATION DEPAMENT 48MMIt MAIN TO PROVER11rY LIP=) CITY OF RENTON Planning/Building/Public Works Dept. m CrrY OF m0ffON APPROVED BY: w DA7E.- A 7E. - APPROVED P, APPROVED BY: DA 7E. - APPROVED BY: DA 7E. - DATE. Renton Commercial 6-25-14 60 S. wrr e Sunset -Blvd. FELDBOOK: Pw_1 Renton, WA 98055 DRAIIIIIIIIING NO. WA TER & S WER DE TA IL S & NO TES vmr., 7 0` 7 383-70 -7 t --- 1D CD CD