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HomeMy WebLinkAboutzR-4248setLEGEND co (V � SIGN SS SANITARY SEWER LINE MANHOLE SD STORM DRAINAGE LINE FIRE HYDRANT W WATER LINE W El WM WATER METER G GAS LINE DQ GV GAS VALVE OVERHEAD POWER OHP U INLET OVERHEAD TELEPHONE OHT CB (TYPE-1) p WOOD FENCE co MWV WATER VALVE I I VINYL FENCE N ❑ COL COLUMN 0 13 HOGWIRE FENCE (V I GUY ANCHOR X X CHAIN LINK FENCE DF DOUGLAS FIR \ \ \ \ \ \ \ \ \ \ \ \ BUILDING LINE ❑EM ELECTRIC METER WALL OEPP ELECTRIC POWER POLE O RESIDENTIAL MAILBOX FOUND SECTION CORNER co APPROX. LOC., W-0-4 FOUND 1/4 SECTION CORNER PER PAINT MARKS (TYP) CV EX. 6" WATER MAIN ►fit FOUND MONUMENT IN CASE SET/FOUND BOUNDARY MARKER, APPROX. LOG. GAS LINE, N AS DESCRIBED PER PAINT MARKS (TYP) EX GAS MAIN SDMH �) RIM=297.55' IE(S)=294.47' 8"CONC (NUMEROUS OTHER PIPES) GV N I ;•� SET/FOUND NAIL AS DESCRIBED ASPHALT SURFACE P a a o . CONCRETE SURFACE FOUND REBAR/CAP D- PLOG",o 0.09'W X 0.06'N ROCKERY OF PROP COR ACCESS DRIVEWAY AS PER w U z w 0 C) w cc H U) T U SE 1 /4, SW 1 /4, SEC. 9, T. 23 N., R. 5 E., W.M. LEGAL DESCRIPTION LOT 2, CITY OF RENTON SHORT PLAT NO. LUA18-000445, RECORDING NO. 20181113900001, RECORDS OF KING COUNTY, WASHINGTON I I I 1 �tio I PPS ��8 op o Iti • '. WM a Lo Lo I QP� �$006 P : I HOUSE ? SET REBAR W/CAP, LS 46876 BASIS OF BEARINGS NAD 83(2011) - WASHINGTON NORTH ZONE - PER CITY OF RENTON CONTROL POINT NOS. 612 & 398 PER SHORT PLAT, BASED ON MONUMENTS FOUND IN CASE, PER PLAT. VERTICAL DATUM & CONTOUR INTERVAL NAVD88 PER GNSS OBSERVATIONS, DERIVED FROM WASHINGTON STATE REFERENCE NETWORK 2.0' CONTOUR INTERVAL ARE DERIVED FROM DIRECT FIELD OBSERVATIONS - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 CONTOUR INTERVAL OR ± 1.0' FOR THIS PROJECT PROJECT INFORMATION TAX PARCEL NUMBER: PROJECT ADDRESS: ZONING: JURISDICTION: PARCEL ACREAGE PL 25.0' ROW 7227800631 2900 NE 5TH PL RENTON, WA 98056 R- 8 RENTON 5,682± S.F. (0.13± ACRES) AS SURVEYED +13.0' APR. LOC. + SEX. 8" SS MAIN 011 � FOUND REBAR W/CAP, LS el SET REBAR W/CAP, I B&H, ' LS 46876 130"DF FENCE END 0.15'W FENCE END 1.3'N OF PROP COR 2 0.9'S I 0 a : o . 1.5' FENCE ROCKERY DIED ATED ROW 0.6'S , N 88 11 49" E 143.51 O.7'E 4 - ---- 78. 6 ----- I z ROCKERY 5's.Y.s, FENCE END I .. I COR STD DETAIL 104.3 .9:.: G_* 2.VN I I O 1.6 E GRAVEL SURFACE V f: ' 99• -� ;... L'.k �.'.'.'.' .': • z FENCE END I I ABANDON EXISTING SEWER STUB a L� : I % !.;�••;,•`:') FrARCEL NLLO..�. ;•. / T _1. PAVER SURFACE 12� "' " 2278006�51 .T {'' / U' 1 I (AS PER CITY COMMENTS) -..-, };: "':3 �'• �I w 1 c+ SS ` • d ' /•' f '� ' S? it w k o. :• .'i . C(fl' U� UI C? j s .:• .,�. '. l wl• �6.82f.. S.C4....'�. ":•;r• TOO OF RW C-1 RE ROOF ELEVATION ° ROCKERY �GF.006 FILED ADJUST EXISTING WA VALVE :� •: T •Q5't•:•:A. 3�05.5 : SE REBAR AP- ! g 1.6 W ....... T W I FF FINISH FLOOR ELEVATION TO GRADE ' . Q : •s : RI 297.4 `�•'•"'•'�•'• • :' - LS 46876 6' IE 295.4 ...1........... j.. ,4 (v,�/DDWNTURN ... • 1............. lo••. • ,1 , I .% E •'•'•'•'4• .88;6'• 6F• 4 lOt� FOUND REBAR W/CAP, WALL i�00. PRO CONCRETE SURFACE Pa ' i�:•, N. •', i LS 11332, X-X ... . : , N:. • .:.I X1X P;I OP. ..EQ.'.'.'.'.'.'. ::•:' I• � co CONTRACTOR TO VERIFY 0.05'N X 0.02'E Q F2ES;ID , , ; ;�E; ; ; ; ; ;1 I`•.::;.' • ��. LOT 1 ROCKERY U� ........................, •'; LOCATION OF SIDE SEWER AND OF PROP CO!•a. ....... Dc '�� PROPOSED TREE PARCEL N0. 0.8'E PRO PLANTER .FF.'.EL' 4.:37....::.i ,. IE PRIOR TO Z ` ��O Dc T"P' 7227800630 SET REBAR W/CAP, SETTING FINISHED FLOOR EX. SIDE SEWER I �' / ` +••""""""' (SEE LANDSCAPE PLAN / � .• •VERIFY AND RLlOCATE•SS•GO EPP / b' •' I' 1 FOR DETAIL) LS 46876 our.Oi.WA WAT.?........ ELEVATION OF THE NEW HOME. (APPROX. LOG) �'�D.. •�'�' .:I I � • • •-+�••••.3Q•�•�,•••••••�/•••• :•' �' `�,n \ REMOVE INLET S : •''/ I ... ..'..a'.aVC.'o'MIN'2a1.'.'.'.'. '`••'!• R „'�, 7685E S.F. PLUG THE PIPE X. NL • ' i '` •, .r 6.D• I / cIN:COVER-6 i� , s,Na�••••• 'T,s 5, 8 \\ 0.1764E ACRES \ SEE NEW CB ON SHEEP 4 RIM=295.42' \ •' . A. ' ' ' ,1` '� IM29 .B ' ✓•'•,•;•,I.•,•,• • • • • •........ IP.:pDz. • \ \ \ \ " 1 • I IE 2 S (ALL) ;, 0unxr ` FENCE LINE IE(S)=294.22 6 PVC o's" ' I .... " " " \ FENCE \ rRIR� IE 3B \ a .'i.: \'�..• 1�..• , J I '•' � \\ \ 3.3'SE M 2.7'SE \ \ « ° �55A cV \ 00 OF PROP COR \ EX. SDMH o :•'� :. z�� ° O Sig \\ `\\ ^R� \ f I RIM=296.75' /:.• • �/ • \ \ 6 �S'S. -, az LF\ \ \ IE N 293.91' 8"GONG �' : '!� \ cM soo `� *� (CONN. TO�X wM) \ FENCE END / \ ( ) P Fl ADJI¢f .. 297 (ALL) �\ V \ `) O IE(S)=293.42' 12"CPP \ C T-1\ .O Q� S§. 3.3'SE RI 7.7 y 1Q NCH RECORD G / 20181212000868 IE(W)=18"(PLUGGED) fn ' `•. •�.s z9. w/PE a D PIPE FOUND CONIC MON IE E -8" PLUGGED' STREET `I\x/ SET REBAR EM 8 ,h ( )- ( ) (\ \ W/BRASS DISK, 6"N NOT VISIBLE t :SIGN' .,. '• CAP, \\ / 0�0 DOWN 1.2' IN CASE L= i W �.v • • ` • ,\ �!<S 46876 \\ a' %� . `DIY • ,6' N 88°56'33" W 1160.28> -=54'39" ''• 6.9.4' �\ • `�\6?8, > i i 4.'' EX. SMH RIM=296.06' IE(E)=285.03' 8"PVC IE(S)=285.13' 8"PVC IE(W)=285.40' 8"PVC IE(N)=285.23' 8"PVC SHEET INDEX GRADING/DRAINAGE UTILITY PLAN SH 1 OF 7 GRADING/DRAINAGE/ UTILITY STD DETAILS SH 2 OF 7 GRADING/DRAINAGE/ UTILITY STD DETAILS SH 3 OF 7 GRADING DRAINAGE EXHIBIT PLAN SH 4 OF 7 TESC PLAN SH 5 OF 7 TESC STD DETAILS SH 6 OF 7 LANDSCAPING PLAN SH 7 OF 7 WSDOT STD PLAN F45.10-03 BY '• `\\2•: .. .'�• S6'�2�"• •.0 \ \� �� � •. . • � �\ HOUSE 1 O• 0'0&.: ' ... ��\ a v I I CONIC PP�'I800 `10g00 O ��- Y- °0•�'. n..�y 6wLn1:rwM : • . \\ ? I 1.VNW v\: �. ///��� ^���• D SERNCE Ulf , . O .: 1 �• \ a I �� w �O ej. �' `� ; a \ i ' ' o SET TACK IN LEAD R�Se�O \ Qg... W/WASHER EPP FOUND CONIC MON W/BRASS DISK, DOWN 1.1' IN CASE EX. SDMH RIM=296.92' IE(SE)=291.05' 18"CPP IE(W)=291.05' 18"CPP IE(N)=293.36' 12"CPP IE(S)=291.60' 12"CPP :•' : GV ' �' :. : ` • ; ' @i � °� ... , `\\ LS 46876 43 SS V a' ° • BAR' •� � •• • •� •' : � °� °• �� ..WV 9,ON g' STOP' EX. CB WV �.. RIM=295.99' P. t• ... .•. • ��0 . WM IE(N)=293.29' 12"CPP OHP i I APPROX. LOC., \ EX. SMH OHP RIM=301.68' I : ' PER PAINT MARKS (TYP) IE(NW)=295.24' 8"PVC EPP , T. ;: � EX. 10" WATER MAIN IE(SE)=295.79' 8"PVC a \ APPROX. LOC. GAS LINE, oyp PER PAINT MARKS (TYP) EX. GAS MAIN 'r \ \ oyA FO %DON SC MON ASSDISK, DOWN' IN Effective EngineeringPEEC CIVIL ENGINEERS 8627 NE 180th Street, Bothell, WA 98011 Phone: (206) 303-7639 Email: admin@effectiveenaineerinaDllc.com EPP SURVEYED: SCALE: SURVEYED VERTICAL: NAVD 1988 SCALE HORIZONTAL: NAD 1983/1991 DESIGNED: DESIGNED DRAWN: DRAWN ONE INCH DATU M CHECKED: AT FULL SCALE CHECKED IF NOT ONE INCH NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY APPROVED PL PRO GRADE 5.0' 25.0' AL 13.0' 8. 0' PLANTER 5' 5' EIN WA MAIN X - X (SCALE 1 "=10') (INDEX AVE) PL 30.0' ROW 60.0• 16.5' PAVED 0. 5' Exy CURB 8.0' 5.0' PLANTER INALI _P_ LPRO GRADE EX. WA MAIN-/ Y-Y (SCALE 1 "=10') (NE 5TH PL (HALF)) APR. LOC. EX. 8" DS GRADE MIN 2:1 VICINITY MAP N TS 1.5' '• ROW LOT 2 PARCEL# - 7227800631 TOTAL AREA- 5,682 S.F. (0.130 AC) DEDICATED ROW - 101 SF -EX GRADE TARGET LOT AREA - 5,581 S.F. (0.128 AC) EXISTING DRIVE- 756 SF (0.017 AC) PRO. ROOF - 1,591 SF (0.037 AC) PRO. DRIVE/WALK CONC. - 788 SF (0.018 AC) TOTAL TARGET NEW/REPLACED IMPERVIOUS- 2,379 SF (0.055 AC) 42.6% PRO. WALK WAY (CONC.) IN ROW 1,002 SF (0.023 AC) CUT - 270 CU YD NOTE: 1. CALL 811 BEFORE DIG, THE LOCATION EXISTING UTILITIES SHOWN ARE APPROXIMATE AS FROM FROM THE BEST AVAILABLE INFORMATION 2. CONTRACTOR HAS TO VERIFY DEPTH OF EXITING UTILITIES BEFORE CONSTRICTION TO PROTECT. 3. POST -CONSTRUCTION SOIL QUALITY AND DEPTH IN ACCORDANCE WITH BMP T5.13 WILL BE IMPLEMENTED TO ALL LANDSCAPED AREA ON SITE. 4. SEE SURVEY DRAWING FOR LOT BOUNDARY LINES LENGTH, BEARINGS AND CONTROLS 5. PROTECT EX. UTILITIES DURING WALKWAY AND CURB CONSTRUCTION 6. ADA RAMP TYPE PERPENDICULAR B (WITH BUFFER) PER WSDOT STD PLAN F-40.15-04 7. SEE LANDSCAPE SHEET FOR PROPOSING LANDSCAPING 8. MAX 1.5% CROSS SLOPE AND MAX 8.3% LONGITUDINAL SLOPE ON WALKWAY 9. "'METER WILL BE CUT AND CAPPED AT THE MAINLINE BY CITY FORCES. A METER "CU T AND CAP" PERMIT REQUIRED. A WATER METER PERMIT IS REQUIRED FOR THE NEW 1" METER AND SETTER. 11/02/2023 %R CITY OF RENTON Planning/Building/Public Works Dept. LO O O O N A U 0' 20' 40' 60' DEVELOPMENT ENGINEERING yqi 11 /27/2023 1 "=20' S-424801 R-424801 W-424801 ir IN COMPLIANCE WITH CITY OF RENTON STANDARDS m z SURFACE WATER UTILITY WATER UTILITY ABDOUL GAFOUR 11/22/2023 0 jfarah 11 /15/2023 I W REGIONAL FIRE AUTHORITY EN To U APPROVED o'p WASTEWATER UTILITY z dhomas 11/14/2023 jStOwell 11 /14/2023 Q DATE: DON_BORA _SFR_RESIDENCE 09Bo K.6-2022 Cn F W PAGE: Cc GRADING DRAWING N0- : I DRAINAGE c - UTILITIES -PLAN SHEET: OF: 1 OF-7 W F- W U z W r� V J W rr 01�I rrLL VJ fill OF CLM ,a iff- r 1r2PR. t. ri. t a( 1 T01D6F 1? Ft RQA,Dw4Y i T � CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE # A[IJAIrEMT F-1 � 0 wr FLUgM W TH GOTT41 PAN AT SIDrETIA'AILR Wd11R ENTRANCE ';'I%' 1:24 TIOP OF tAiR RU•�Al' a---7 e i T• �' DEPRESSED CURE SECTION AT SEEVVALK PAAtr3 3W b" CEbIEr+fl CJTL Im' ll s" R SmE4T" RAND CH LAN Ii'Li VAR1E5 FROM I IF To0 ti r 3RF• PREJAXDED JRt1iVr Fill" CEMENT CONCRETE PEDEBTITIAFRI III AT SKE"ll AM LAAptGYEh`GS FAMOFAIDJACENT LJ RB i a tA•�`_ 6FP WPWS,8W T`M® t]E Tale_ T HT5 91EE.T 7.73 Toll 1 _ 4 1- iJ2' R. Rt}RCPhA► J I _ ' L DEPRESSED CURB SECTiON AT REEDENTIAL CRIM@4YAYS Call FOR COMMOICK PRh C-WAYS WE 5T4 PLAN JJW.1' FACE GF C'LO40 FACk 4F A}Lf.1A .tTQM k; F � ` trA"f�Eii AILA�� +°�ItrIL a law 1111.101. E FULL -CFI €X PANS ON JI XNT S 117 -� L ropof RQ/Aa1VAw 1 E I •t, CEMENT CONCRETE / TRAFFIC CURB DEPRESSED Cl DETAX VAT RE94DIE NTFA1L OR DOMMIEFICIAL LRIYEWAYI AND ALIZ'YS GEl4I AAL Pj0T LY.s 7 Hlls iMrAdalydd+�s tDtt,E1d 181 i tar nrN I1ATA11TAYCTD aPld 4a1+IASL�P++�rr'IC�"e 7 EAPMLiM jWnL "1114 &A "IS, If#' l GyM7I3l&-dJI [ ice. 3. For Desimssad Wanalmic i mmw3V G.rb-A CwroeirS*cwr. T4Ha Stweare W-;in `C; 2 PUBLIC WORKS NT DEPARTMENTGr-'MENT CONCRETE CLIRELS 31DE'1MALlI < M. FLAN - 101 CE MEt•IT CQ14� C�J!111110 84 31.T ER t C GUMA ILITH.G flff DETAITHIS SHIll TYPE C29 - ISOMETRIC VIEW (COMMERCIAL, WITH BUFFER) NOTES Vrlhen a dnval width exneeds 15 fee:, 09ag1rud a full del erlpenslon Iointwtn 3M' jolnt Mlet, e""Ailv&wayy WArle Ilnda TAMOFCM e11D (aold plan IM. Construct expansion hints pElrattal whh the SEE C NMDEFKIRI&M CLft DETAA aen'srilne me required a115' mulmuln "*V When LkfVawey coNT+ATtr oh ia•F I Vil on T 1sr,EEr widths eacca1d30•. amlw,lc I�-rl. 1r117R 1t7P 01F 2. Soe srd, plan 102 for Odaxetk dalalls, , N reDsDRIAr 3. Curb and gutter shown, Gthur curb dedi" may Do spodied. � I aid. plan 101 far curb detalls d- Not used R I 5 iho sin glnow tiW 11 dnlgn all drhrewitys to Ircutle ele Ya loni at all MORE: DA1~6gm2 rlalldll@MBIDK poinrg mprked with Fymbd I)L"- All eI0v#yon5 am at the back of DEP14EMM RIC= r1rICCLgFBiOUrr8tDETAIL crab Ilop oh upbil sk3eL •E,.. Ill usad. T For Ddvewely Widtits we DRIVEWAY STANDARD$ (See NOTE 10). The erponsiloA joirth (sea etd plsrl 102) shall be spaced on shown in the corresponding faarnwi tc Arm. 0 Slopas shell carnply wkh Bec5unri R3i)3.2.1 at R303.2.2 or FAC9 CIE ADJACENT CuI& R3D3 2.3 of the Ravimd Draft Guidelines for Acowniblo Pubkc - f' Rigbts-tell VN-oveko eF 23, 2005 (PPIOWAG), y e g- Gwb reltima PO(" Type G-MAX Drtveway may Ins Axinaved on ( i e cowl1b -c3d6 basis. P s� Rr - 4aJTTER RMAM 10. STREET STANLDAADS= Renton Munlopal Code (RMCj t, Title Ill OrMcittirnent peRula o-m CHAPTER G STTIEET All D LIPLITI' STM UMO S -' lm . s = - Seedian 4-6-es0SWITS AN1)ARIn WYRESSED CIB DETAIL AT REAtbownfill 04=41IIIAIDIAL OFWE MAIM N41)ALLEYII LIRiVEWAY STANDARD a Pit fit CIO Mjfill cipil code (Rtnc} Title N 0 me april RtgulAlenls �)f11tEtAlEy rnp1Bn TYIsE G°i® CRAFTER 4 3i Qiaulaatd7al Cos rarlsncBl f L a CFTY-VIVO( PROPERTY DEVELOPMENT STANDARDS thWAbwdLa . -- Section 4-4-ON PARKING, LOADItIG AND ORNEWAY ( Law oxw-a" REGULATIONS b-fluflorlmillarrdrEairlp)Nka B9(Vr PUBLIC WORK,` CEMENT CONCRETE 13F11rJEWAY I - PtAX - 1".2 i ILTARTUENT ENTRANCES - 140TES AND DETAILS RAISED EDGE DETAIL +' P s WALK LEVEL i7a' �ITEpp519KWA-KIRANSVOIZE T.0' 1'.@' wrLIAIIPF'ILYpLDEDj0MTFLLETR L3'nMLR JLAMTS TQ IRGLUEE FMSED EDGE rvP1r F, rrlsEas APFLCAkAE µ RUuI D1nG I�.Dx I err FNl a friPI FOR CUR&COAtS • •� gyp,. + 1.5% ` SEE SW PLAN 101 1`ILtq R • F . F a mp rr 'Lr '. ,• � .. r • eRt"'In", o ROCK LAA SEE FW &W EDGE �TYPIG/1L UNDER �1cc 1'-C S�EwALR DETAIL -Till SP SIOLWIUJC CRUSSTED ®TURF SaQaD T16 Pr+•7 C+41+ LIT Ste! t Mr WITH RAISED EDGE IUNLESS REOUIREMENT"WANED BY 1rT IHj R. (TYP.) ENOWEEFn rYPII:A1. UPICER ALL CURS. GLITTER& 51UE'WALBC Il UNDER FORCUREM74L5 CLIR96 pIjIT'ER Ti16E 6-h9GNNEgj GF'1 1-57L SEE STp (RAN 101 NIATCkt EAS71NGR4AGIYAYCRUSRC.DRBldt U.ZF.L WHICHEVIERtS RFA7ERi'M1'A-h�7R :I;Tss • .., ALL CURB a glrrTE as It �; t FINISHED GRADE 1' 11NF BELOW + t z-MT s1DTSLYJux TOP OF CONCRETE SIL!"ACE AD.JAC F!NT TO CVRB �,.pT 1••P YIN DING Ur (IN) R r1'R? I 1� 1 FOR CURB DLTAJL3 t 1S1G !;xa STD IrL. 101 aRl^JDE DR PEDESTRWJ 93 � � La.'t RUU LING-� SW FMSR t6,RB OL 1AJLs ADJACENT TO CUIRB CARRIER - SCE 34 QfWALK STE STD PLAN 10 (STEEP FILL SLOIFE>7 GPRTRArT PLAN ALL Oft PAINWR 1rr(S,IIR rrwy 1 SIDEWALK FLUSH ! e • T Nis% y�'�F' trt Try lit VIE RTIGhL WALL- .y N •• ' wx v •F _ - SEE DETAI. +• , 37t' nN1 PRE?ADLCED Z)IW rLLER , ADJACENT TO CUR5 AND RAILING OR WALL la) PREM gLDi� JOINT FILLER Fd0. 51C TREATMENT glpETgALK eleFFrJR STPJP SIDEWALK ADJACENT TO WALL DETAIL tcrarllm SIDEWALK ISEE NOTE 10) SECTIONS fAT f INF R FOR STOP s r •.L{...-r... 1,Si YLL11 � SEE STD PLAN 1N 101td1 BA-O0LMFDI FIH13H !..1 GR MATCH EXIST1NC � ' f r. Pr a- LL1 DL. sraLTDrll 7 $"E rR WYLLED PL'AIk1E'1E0. FIN15N'01 CRADE I- IIN) BELOW TOP OF CONGP'FFE f z SURFACE FO RPLANT ING- FLUSH F PVtVEp ,.• -.� 117r d'Y ,��'11 / llrR ti`. cimcm SUNGRE TE CURB ADJACENT TO BUFFER STRIP {1 f � L � FalUp mis "•'+a'+NI SFF SID PLAN 101 C NOTES 1. Four W of thin eakwalkwldth Phan !` tPthe .minimuTn pedestrian ��` INSIDEW+I 4Ar6>- � t M• #�'1L xe Pcceaslble rollle 1PHF Fran of veroral ,1v -' G - and harC�+O�Vel Dhslruetions. Gratings, zl • • F ! .Ir AGCE551.4V40T5,JUI7C1iCn@QxC3, xZ�i FI)1L-0iPTI1E7tAAN5NiNJOINT INACTH Cable Vaults, Pull DDitas and other GURU 4Np SIDCYI ALK �*EL€➢P AAI ]➢L.17 appunenunms v ..hln the sldewass iY• G CONTRAGTICN JO[NT must be slush wfm aurrsca. anp rn61CD gmec a r the slda va lk .POINT AND FINISH oETiUL .. r • ■ 2-NoriciEthlcCelnentConcrete Cult Arid `�-"• a` �. 51di-Ak I$ W prTr•ktid In n1+Y FOr other refere NOTES ggq constru cllen Wfi En rtpl'sefdtiedl l.eh STD PLAN 1D4.2. e '' n 4CpxilarL'T v Monvlllhic Cemcrlt CDnff@t6 Curb b.ddd per W $DI)T JOINT PRE MC4il)=E FILUER StiIvrd Plan F-70- m31. Pavad surlaca±s rl CCrnply with E FULL QEPfFI 3- concrein ID hL 4,W0 PSI. STO PLAN 102 1 as applirabie. EXPANSION JOINT M. PIAN - 102 PUBLIC WORKS DEMENT CONCRETE T'1'lilrl 1;[} DEPARTMENT SIDEWALf - �frll( _Iljl;'Ti�%I / IM IaI E aRheYAY OF POM Lr m�nl IA Lt1r I -- lraM G .711 �C .L�rrr RtaPlalNia(1Y� {i a*�It+' B � �CaiYiDOFRDI�a EFLaStTAiU f IvFMIAPFP C10H A Rt� WaONlEM wel�AMrww+Oa PLAN MEW e �e@_Ica1N1I81R Yarn �RT9rTA_�77R111 -,,�� aOil�Fri�wa, PIOY�7FIL7lIr Y47[Cwi WNW �DIIMM ■JlJEl10 T1Y OOIJr L rYN `a•srll u"j euumm 1T-� T�yPIb�:I91L�/Gr�71i��1L 0 ALL !>IA�RY rnIVIO� � � Y�lsd�i�lr7e♦-, {liller� +vaeRGarr�lDreYgL =---- --.. - W Fee Ew SLOP! rIfD13 b-om Emakw nsil �_ ` •� 1 ah - 7. -1,lYY am I. Y 7 XnaAIRE+Y` IMIATIka CENCT v OWN" TYPE R1 B - ISOMETRIC M EW (REBIDENnAL, WITH BUFI'M Du1Ba rrrrrr Ns IISrLN FOR NOTED STi31 PLM 1042 1 CEMENT CONCRETE DR1YEWAY STD_ PT au - 104_3 * + PUBLIC WORKS ENTRI�Ii�E TYPE 1�110 APPROVED: DEPARTMENT DATE CaPIG11RAT1CN DN YGFlNG CAULIND DOV041r41JF PnTN CLEARCUr FILTER. 4EE OET WL -.. 7 f2"K4- EXPANSION MATERIAL LLEANOU'r PER STD PLAY r3B 110 1 /i"R FT JDRITS t 10 Not LEV&i I IMNLn L11Tt1 _ 1 PEAFOFihTED PI'E. 5EE NOTE 1 112 Ai- {XPANSNCN MATERIAL CEM. CONIC CURB ANIDt STUTTER - Ydhl IIA-R AT JQINTS 1I A Ii WIN SCORE LINES TO II CUM wo GUTICRA[k;L yl A 0 � • 4R I } or I CUT PER If2"X4- -EXPANSION YArMAL SrO'FCN41sYiI:9 114-R AT JOINTS SCORE LINES _ _- _' _ i _ _i __ _- __ _-TO-TsSAM Di v=8r5rEFr B PDD7g64KALRP6YW►55 i -rlr-111I STP PI OF SOEWALIC VK yM, i AN Talc r PER I -- Sri? N iT04.t'T4RIU Lx4AAN NY. I kN FILTER,I3BEBET L%L IC WIN AVEL,TREE-1IMITI PE,1FORATE-1PI`E, 5EEN-37E G4MFrAR11i1ON cisrLATDRIP'6NW PLAN 1fi� OF PARCEL MUPACTIED TDPSD1l on oTHED GLEAN rLL r NONWOVEN GEQTEX1`IUE FOR SEPMAT04 it 61A Nsr. S¢j ON TOP AND MINES Of TRERCH PER •Ar9DOT PERFOFRATEED PVC_ EFEGIFICA,TIDNS SECTION 9=73.2I1 j TABLE 3 Sit gy PdR ASTU CMN - 1/2'x-5' E�►FLS3DN _ sclLgs+' 1/14-AI. SLOPE MOPAtLLY DAD RI fURI a WAVES 1/2"R 1/e/". SLOPE YIY e o 4� 1 Ti iA R -PAVIEWNT AS PER PLAIRS FILTER WMEN W.1 11S WAS CHAIN GL7CIL 7 ON. GRAVEL BACOIFILL FQFA 4- 1 PAVO CH T AS P" PLANS i xarnIELL a PER SECTIOMIDNOTN a -1 r4• TO -I-� r SPEGIFTCAi10N BECTADN 9•P3.T21FJ STJNNDIAM CEL. Core_ FAAKWAV- �- STANDARD I ENIL c,FR❑uPro CLMB Am WMA CONC, CLARB AND - GU T IER, F,frIL SEC'PON A -A SECTION B-6 I-NDSTURBIEDNATfA 30L � TWICAL DIDVWMSPO IT MIN.rABOwEBEASONAL HIGH FILTER DlTJUL GROIUNDINATFA TABLE SEE SHECT 2.&1 FCR ROA V^Y KE aQPNII It STANDAM SINTIGM A MKITEsr 1. TRENCH LENGTM TU BE 1D FEEL IN LENGTH FOR EVERT SAM SF OF CDNIREUPPAG IYFER41OLIS aJWAGF- DR 35.UUD SF OF N(W-rrve 0eft14U4.$W0C1, 00 OW1010 It"e ep GENERAL h0rL`•: GENEikAL NOTE& .IQh r,.- Gy"T x1Ar5 FLL 4•JRE PLAGm NOT W Eiaxw IV T.%k MGM L[ss IIIA.+ III;C& -ET WALL 1. 1NFLTRAT7ON TRENCHES LIMITED TO ROOF FNIIOFF FFIDY BakiLE,FAMILY OR OL1PLEX HOMES OR TO DCX4TR:OL h0l rK Litt MAh -1),V N WaCRACK AhC *,au. K (WKNDLS i• BLtcv TK W11011 Art 1/7' L%MNoMT PL44AIIG p�I5LLT 1Ma O.Rl1RTN4/(r�dCp465G7 P;GWiTIQiS FAR IJTQ1i�R171RaLT IN,aT„ilpY 7H.Rv 10INr5 1--ALL BE f4.ACeb AT OLL GOLD JMkTS At MCCTO dY DICaiTA AP2 SNMi DIEM e' CONTROL FRO RAM NH-) FOR OTHER TYPES: OF RLN"DFF ItdLlWi DiFW8 T. Ell CMNERC-c P I(fERAI\7ll9 AREA9 LAFEDER THAN Te,mfl51=AND ACJM-NATNfE PERV10L19 AREAS LARGER THAN 35 ROG 8F MAY RECLINE %"LEL M LWAIALN 6 ruau. PLAUD AWAM WC [106 arra G1iiI1L bd 4WIt #tau IN A OM LARiIOPIPE AND SHDI.LDNDEVGWDBYAtC&ILIEMAW%R ,16a1L VA'B Y LK^N t9N 10ayMAL $TALL D( IILAUIo (Isar i.G$ Id f•.L'J AI ALL CUM d(RA RL T,/7W ELPJNII4m axlIfti eL "- L M /iA CM AT Elf kr ir"Tw ttaElYut PAS, I TIE PERFOPAIM PIPE MAW NOTBE PLACED NIA CRITICAL A REA BLF'FEA IDR wa SLOPESSTEEPER THMI 26%- iNC [Ip1Y,RC[ LAX till s1uL7llad BULL DDII W TB 's[ REaLat"Cmilt or W" B (me) III AA IEWWOrTML 4L BEE CIONSTRINI;TIONFiMISPDASPECIFIC FroXillREQJR71BKNTG 1HF CMCMX S P" oaim .A WON nwl Yrdi AL DIM HAMFC A 2 1/2- TWM f1FL4t •OasilAad ms•acmm SMALL r' sm R1PaorM mixal TYPICALL SIDEWALK ADOPTED IAN.ESS#TI#TW15'E WED. DM'hiNG r5A14TmiSTbL# i;FFr'I CM OF RENT11121' STi1. PLAN - M1,4Ip t STANTUN+ PUBLIC WORKS PERFORATED STUB-11I F LST DAMa410A 'a DEPARTMENT CONNECTION A+1a PaSt(JOl"IB FFfi?E+450. LATE nwr: NLArAr. mil sP PL11T�•Fm7 1-.�.,�,r�,"� Effecfive Eng*meer*ngPCEC CIVIL ENGINEERS 8627 NE 180th Street, Bothell, WA 98011 Phone: (206) 303-7639 Email: admin@effectiveenaineerinaDIIC.COm NO. REVISION SURVEYED: SURVEYED DESIGNED: DESIGNED DRAWN: DRAWN CHECKED: CHECKED BY DATE APPR APPROVED: APPROVED SCALE: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY EXISTING ASPHA PAVEMENT SAWCUT 4 (SEE NOTE 2) - G RTERIAL STREF 7" HMA (or ACP Class B) j (SEE NOTE 1). OVER Ii 6" CRUSHED ROCK C HMA (or ACP Class B) (SEE NOTE 1), OVER 1 CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL RE POSITIONED V - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GLITTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURIOS. STD, PLAN - 103 PUBLIC WORKS CURB AND GUTTER PPR02l DEPARTMENT REPLACEMENT DETAIL flldlGW TRENCH WIDTH. SEE NOTE 9 PIPE PONE BEDDING AND eAC10;ILL. SEE NOTE.( - TRENCH WIDTH. SEE NOTE a PIPE 20NE BEDDING AND SPAN �s 6AtkFILI_ s`EE NOTE < F011FAATION LEYFi CE RJECKI ED SEE N M6. IF AEaIIIREP SEE MIME 5 Awl! PPE NOTES.1. PIPE COWAFT10MLIMFMSUWN ONTHISPLANARE FORPPE CG NSTRUCT IN AN EMBANKMENT. FOR PIPE CONSTRUCTION IN A FRENCH, THE RORQONFAL UNIFTS OF TH€ PIPE COMPACTION TONE SHALL HE THE WALLS OF TILE TF*NO , T. O.a. I5 f[R1AL TO TEN: OUTSIDE (%AMETEK A PIPE OR THE OUTSIDEWPa OF P0.£y1RCM. 3. sFEsralloaRaLNsrwnAPWASPEcIncLrwnssEcrwNs.mAFDR TREI{OH W IPTH 4- PIPE ZON€ IIEDDNG AND RACKFILL MATERIAL STALL BE PLACED IN 6" LOOS€ LAYERS AND CONIPaCTED TO BS% MUNIUM DENSITY. g I:xA-1YINUTA@6€I-TERL% P47A+174 FIReT 991k AMP REF4A4E WIT" FOUNDA-11 MATERIAL CLA55 A OR B PER 5TANDARD W SDOTIAMA SPECIFICATIONS SECTION M3.17. GRRYEL BACKFILL FCR PIPE ZONES@DRIG IWSOOT aua.irl3)1 OR MAaITEIIANCE ROCK IWSD0T9 N'3(4)1 rINLNvr ALIawa1P INawNL i PIPE TYPE C0Y€R LFTI PI/rJC7 PRMATE7 D€ THE ARRT Tr'C�R45i/•TEG 2U YFR YES YES 3TEII PIPE SPIRAL RIB STEEL 2G YES YES YES PIPE PLAIN CCNCRETE PIPE IPCP) 29 PIa Y@a Nil REINFORCED CIMCRETE PPE I-' 1.d YES YES N0 DUCTILE WON PIPE i.a YES YES YES gRCIMR YRE 01AINETER M1eWM 0181ADOM tlETvrE1LN @ NZI.8 iTTow lr jr To Sirp1A1LET@: f 7 1�ro lea• 4C PPE RBN SPAN i&MAkHAh&7ANtE @ETIYEEN@Mr�LS 10-TO 3W IS 4T TO 14T SPAN (7 _ HL• TO 19et _ 10" PUBLIC WORK5 PIPE ZONE BEDDING AND R OvARTMENT COMPACTION - RIGID PIPE LESS LATH FRIYCSE N6iE0, OR0.WPYG v5 NUYTO3CAl1 [Mt51 STD, PLAN - 220,00 A PPS Martin Pastucha 10/19) CIA CURB ALL AROUND 0 o vI m r*, N 10' C0Ld SLOPE I SLOPE - I I-------------- --J I o � � m m 10/01/2023 MY OF 1;%R) RENTON Planning/Building/Public Works Dept. 4" THICK CONCRETE APRON ALL AROUND DETAIL "C" R-424802 Ln TM�•y•� 10 t'J C) t-J N IN Q Ir IN COMPLIANCE WITH CITY OF RENTON STANDARDS 00 z DEVELOPMENT ENGINEERING e� QO yqi 11 /27/2023�+ W U DON_BORA_SFR_RESIDENCE GRADING DRAINAGE UTILITIES STD DETAILS z W 0 DATE: 6-2022 1 F09- PAGE: - DRAWING NO: C-2 LL SHEET: 2 OF: OF-7 (n F_ 00 V N I I w I- 00 V I N I-sm i N RT• w U Z w Q Cl) w rr It �LL v / - , r--1-r 1 SEYIER LIMN I I I I i l PR_O'ER_Y LINE y 'SPOOL (LENGTH AS NEEDED) i Y-0' SKIN I I I O I 5" SEWER STUB I +r FUTURE r SIDE SEWER --- i 2N;L 4'" STUD MPARKMNG POST PAINTED 1�� I I I I "L I S. CAP YWBTE IMTN THE ~FORD 'SEWER' SWINDLED "SEVAE'R MAIM TEE X 6" TEE i I IN 3" MOM BLACK LETTERS AND +6 WIRE I • ? VRA'PPEIG AR'g411ND THE STUD AND $IDEhY,4L.1( q EXTENDED TO THE TOP OF THE STUD COUPLING (TYP) l I I # n(s'x$" 'SURrA.CE OLEANOur T11TH CAST IRON R+NG AND -COVER (IEAST JORDAN IRON WORKS IPkODUCT NO 00357502 OR = APPROVED EQUAL, 5PECIFY "SEWER' ON LID). CLIEANOU'r TO BE CEN.TEREO IN MI 2'r2` COFNCR1ErE PAD W. CONCRETE PAD TO BE B' IN DEPTH FT----- I. REQUIRED EJU'S9NG SANITARY SEYIER MAIN MIN OP -� FUTURE 4' SIDE SEWER VI`WLR \-6" SEWER STUB 5'A5"X5" WrE VuTURE $"N 4" REDUCER MAIN S17E % 6" TEE ACCEPTABLE PROCEDURES FOR SIDES EWM CON NEC710M5 TO FM$TING SEWER OWN A 'VITRIFIED CLAY MAIN - CUT IN A NEW PVC 'TEE` USING 'SFRONG-BACK' FLEXIBLE coAPLNGS (rERNICO OR APPROVED EOUAL). U CONCRETE MAIN - CUT IN A NEW PVC "TEE` USING 'sTRDNG-BACK' FLEXIBLE COUPLINGS CFERNCO OR APPROVED EQUAL) C PVC 1c C900 PVC AnNN - CUT TIN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED IWTIR A ROM, 5AIOOLE (NOR APPRDVED EQUAL) D. DUCTILE IRON MAIN - (CORE-OR'ILLED WITH A R04WAC SADDLE IDR APPROVED EOUALj E LINEO MAIN - CONNECTION TO SEWER MAINS THAT HAVE SEEN LINED (CIPP, ETC}, CUT IN A NEW P'n 'TEf,' USING 'STRDNO-BACK' FLEMBLE COUPLINGS (TERNICO 04 APPRt7'WIED COUAL). F HOPE - CORE-ORILILED WITH A RCMIAAC SADDLE `NNSERTA-TEE" MAY BE USED DN SEWER MAINS 12' DIAMETER OR LARGER G MANMXE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MAMUFAGTVREO MNOOK--OUTS OR THE STRUCTURE SHALL ETE '4ORL-DRILLED AND USE KOR-N-SFAL BOOTS OR APPROVED fOUAL N©TES, 1 PRIOR TO INSTALLATION OT A. SANITARY SEWER STUB, A.. SLOE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLE55 ❑THERWASE SHCV04 ON PLAN, BIDE SEWER SHALL HAVE A M1,41NON 2 S' COVER AT PROPERTY LINC OR 3-5' LOYIER THAN THE LOWEST HOUSE ELEVATION. Wl-ICHEVER IS LOWEIT 3 ~SIDE SEWERS SHALL WALE A MIMMUM 2 X SLOPE UNLESS APPROVED BY THE iPLOBLIC WORKS 04SPECTOP 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSK-CTICN PHONE NUMBER 15 ON THE SIDE SEWER 'STUB PERMIT SITE MUST f7E READY FIAT INSPECTION AND A IREPRESEMTATPvE ON SITE W4CM INSPECTOR ARRIVES AT THE APPONTEO TIME 00 NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN IBY THE INSPECTOR 5 ALL 19ENCH 14ESTORATID04 FOR SICK SE*ER'S IN THE %D-iC RICHIT-OF-WAY SHALL CONFORM TD S-ANDAR0 PLAN 110 4R 1102 6 THE SIM 51WER 5YU0 5FIA._ I.IAVI PIPF BEDDING IN ACCORDANCE'MTh STANDARD PLAN AGS 7 ALL SJOE SEWER STUBS 7­- RE INSTALLED OY A CONTRACTOA LICENSED AND SONOEO IN THE STAB OF WA91iIN6TON SIDE SEWER STUB FLMaji � . PLAIIU-+14�1 PUBLIC WCRKS INSTALLATIC}N O'EPARTMENT �aStI cW216/202 (SEWER MAIN TO PROPERTY LINE) I 171A1E SURFACE WATER STANDARD PLAN NOTES: T F 1V1 IE A I TIH EN R N T THIAT E RATED IN THE AINAU T. TH T E u R TH - MOT NDT TAIN T❑ EVERY THE GLi4 TUG - L B A7 pF O E PL C E9 5HAL4 E FIC OR-F'D ❑R - E PL.°&A EE ALL ENO E _ O E LLy I _ F°ERR PRCVHECT. THE APPLICANT OR-DWMER. HEREBY REFERRED TC A5 APPLICANT. MAY5TRIKE QUT IRRELEVANT NO-FE5 If NOT APPLICABLE TO TIME FRUJECT HOWEVER. THE APPIUCAFAT SHALL NOR RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDEDL FOR SPECAFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE *AT ER STANDARD PLAN NOTES. I. BEFORE "v CCNSrRL1CTIOPI6A DEvELOPMEINT ACTIVIT'Yb=uRt. A- M&COUSTALICTION MEErINGSJiALL DE HELD AMONG THE CITY OF AENTON. HEAFAY REFERRED TO A5 THE CITY. -THE APPLIFJAMY. ANO THE APPLICANT'S CONTRACTOR. 2. THE APPLIDJWJT SHALL BE.R€SPONSIBLE FOR SECURIN}ALL NECESSARY CITY, STATE, ANDIFEDERAL PERMITS PRFOR10 CONSTRUC-TION. i ALL S76AMORAINACE IMPROVEMENTS SIAALL GE DE SA6NEDAMD CnmSiTRLIOTED IN ACCOADIA,NCE OATH THE LATEST E17IrK%OF THE CITY OF RENrON SURFACE - AT R U MAUAL RENTOVSYYDM R NTONM ICIPALCODE RM ANDTH.. TA. IFI 5 FDRR RA ANIDM IPA W E OESIGAV [ 1. E LIN ( Ch. E S NDArrIT $OPEC C,4TIpN OAT]. B OE lJN C. L CONSTRUCTION FREPAUREDBY WSDDT AND THE AMERICAN PUBLIC WORKS ASSOCIATION VPWA]. IT SF44LL BE THE 90LE REB,PONSIBIL'ITY OF TINE APPLI'.,ANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND N THE PLANS. ALL CORRECTODHS-SHALL BE AT NO ADD ITIONALCID SY TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING, PARKING,. BUILDING, AM DRA04AGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION IE.G,WATEP. SEY4ER, GAS, ELECTRFCAL- ETC,), PLANS FOR -STRUCTURES 9UCH AS BRIDGES, VAULTS,M40 R.ETA04ING WALLS RECARR'EASEPARATE REVIEW AND APPROVAL BY THE CITY PMK* TO CGINSTRUCTION. THE SURFACE wATERDRAIIMAGESIrSTEM SMALLBE CONSTRJCIEDACGLORDING TO THEAPPROvEDPLANS.ANY DEVLATION FROM THE AFFR OVE9 PLANS VVI-L REQUIRE GOURD I NATION FOLLOWED BY riAITT€N APFR OVAL FROM THE CITY I$ &COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER QQN$TRMGTTON IFr II PR40RE$$ 6. THE LOCATIONSOF ALL EXSTING UTILJTIES SHOVWM HERECN HAVE BEEN ESTABLdHED BY FIELD SURVEYCA 0&T*NED4R0M AVAILABLE. RECOADSAND SHALL THEREFORE BE CONSIDEREDAPPROXt1ATE ONLY AM NOT IJE(.'ESBARILY COMPLETE ITN$ THE SALE RESPCRJ81BLITY OF THE APPLICANT AND THE APPLICANTH- C ONTRA C7'0 R TO LN DE P ENC ENTLY V ERIIFY THE AZCURACY OF ALL UTILITY LOCATIONS SHOWN. AND TO FURTHER DISCOVER AND W140 ANY OTHER UTILITIES NOT SHOWN HERE.ONTHAT MAY BE AFFECTED BY'THE IMPLEMENTATION Of 7419 PLAN. THE APPLICANT SHALL RECCAD ON THEAS-SUILTDRAW%IIHG9ALL UNDOCUMENTED UTILITIESOISCUI EREDANDANY CHANGESTOTHE APPROVED PLANS. THE APPUCAMTSHALL IMMEDIATELY N071FYTIHEENGINEEROFREC#RDFA (CONFLICT EYJ575. 7. VERTIC ALOAT UM SHALL BENAVD BB AND HORIZONTAL OATUMSHALL BE NADa2 CAA STA.TE PLANE, NORTH, UNLESS 0rHERWISEAPPROVE0 &Y THE CITY - REFERENCE BENCHMARK. DATUM, AND ELEVA1I0I16 SNAJ.L 6E NLOTE'OIaN rWr PLANS A ALL 01IL11N IFWNrH BACI(FILLAND ROADWAY SUBZRi SHALL BE CC MPACTE D 10 96%MA:CIMUM DRY DENSITY PEA SECT" 2.0 LN1I)D. f;OMPACTIONAND MOISTURE CONTROL TESTS OF THE WSDOT 6TANDARO SPECIFICATION LB. IN FIRM E ABLE PAVEMENT AN 0, 0T HER NFIL TROT ION A REASS, ALL TRFW.H BACYF ILL SHALL OF FORM AND LPN Y I ELDIF+5 BU'T IN NO CASE SHALL BE COMPACTED TO MORE THAN SLOB OF MAXIMUM DRY :DEN BI TY. 9 OPEN CUTTINGCIF E04BITIP7 ROADWAYl FOR STORM DFAIRAQE V*RIC 18 N07ALL01AW VNLE-55 SPECIFICALLY APPRDDEO BY THE CITY AND NOTEV ON rHEBE APPROVED PLANS. ANY OPEN CLIT SHALL BE RESTCRED IN ACCORDANCE WITH THE CITY TRENCH RE3TORAW'r46N $7AND AADS. ID, ALL P I P E AN D STR XPURE B SHtA L L BE STAA E D FO R B URV E Y LINE AND GRADE PRI OR. TO THE STAFF 0F'C ONSTR LHCTON, W H ER E SHOWN ON THE PLAN5 O R WH E RE 01 RECTED BY THE CITY, THE EKISTING MANHOLES. CAT CH BASINS, OR INLETS SHALL BE AUJUSTEO TO THE GRADE AS STAKED. 11 ALL PLC" CCN rR at FACILITIE3 SH ALL BE INSTALLED AND IN OPE RATKN PRIOR TO. OR IN DCNJUNCTIOM WITH, ANY C ON'&TRU CTRON A+CTWITY UNLESS OTHEA"SE APPROVED SY THE CITY. 12' ALL PIPE AND APPURTENANCESSHALL BE LAID ON A,PROPERLY PREPARED FOUNDATION IN AGCORU&WE WITH THE CURRENT 8706TE OF WYASHINOTUR STANDARD SPECIFICATION FOR ROAD API] BRIDGE -CONSTRUCTION- THIS SHALL INCLUDE NECESSARYLEVELING Of THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATIONL MATERIAL, AS WELL AS PLACEMENT AND COMPAC71 D 14 OF REQUIRED BEDDING MATERIAL TO UNIFORM GRACE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORT -[I ON,4UNIFOFTMLY DENSE, LNYIEUDING BASE ,DLL PPE BEDUING Ali) BACKF ILL SHALL Sr AS SHOWN ON THE CltY STANDARD PLAN 22011IR, 221) 10, AND 22P 21Y 13. STEEL PIPE SMALL BE ALUMINIZED, ORGALVAMLZED WIHASPHALT TR€ATMENr 1, L flR l INSIDE AND OUTSIDE. IA. ALL DRAINAGE STRUCTURES SUCH ASCATCH BASINS AND MANHOLES SHALL BE FITTED LATH DUCTILE IRON, BOLTLDCKING LIDS PER THE CITY STANDARD PLAN 04I1 aEW.2U 204. ]DU 4O AND 20143D. STRUCi PIES SHALL H4VE' 2 ay. LJ • UC"TANGULAR,01A ROUND SOLID LIDS WHEN NDr COLLECTING PIUHCIFF, AM DI- IJOE OF THE RiftotmAW. • ROUND, SOLD LIDS WHEN NOT COLLECTING RUNOFF, AND LOL"AT6DVA7H IN THE ROADWAY. BUT OUTSIDE OF THE CURBIGUTTER LIME. ■ Rt'RAM. SOLID BID SCAS RAYING THE CITY LOCOWUHIENN MTHIN THE PLPALICAII HT.OF.VdAY OR N AN EASEMENT TG THE CITY. PRIVATE STRUCTURE DID OUTSIDE P LI®LIC RIGHT-DF-WAY AND EASEMENTS TO THE CITY SHLALL NDT OI.,PLAY THE CITY LOGO. I& RU I LJOINGS ANO 0T14FR STRUCT LIME E. SMALL BE PLACED IN ACCORDANCE WITH TABLE 4-1 EASEMENT VIM THfi AND 91U[LINN C. SIP TBACICP LINES OF THE RE NT 6N SL4DIU. % LIDSCF TIMAINHOLESICATCH BASINS WIHIN PUBLIC RIGHT-CF-WVAY'SMALL NOT RE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING_ ALL MLANHIDLEXATCH BASIN RIMS SHALL B6 AI0UU6TED rOBE FLU&H VflTH FINAL FINISH€QC,PA1D€S, LMLE" OrlHCFri JIBE t,mb AN. ALL DRIYFWAYCULVERTSLDC:ATED'WITI•rJ CITY RIGHT-OF•WAY SH4LL BE OF "&UPPICIENTLENG,THTOPROVIDE A -MINIMUM 2 1 COPE FROM THE EDGE OF THE O RNP-Ai AV Tfl INE HATTOM GI! TN£ L71T11 4_ UFRL'S5 CTI4MWIIE NOTED, IM&WWMG B. N Dt"M RLALL(N' STD. PLAIN - 267,D0 } PUBLIC WDRKS SURFACE WATER STANDARD PLAN lcf*n,eF: T OfPARTMrNT NOTES (1 OF 22) lartin Pastucha8/131202'0 �I"Ilyal i9EGwYLr CAT( E,. 13NX24' PLASTIC METER BOX E©UAL TO MID -STATES PLASTIC, INC, 6:CF SERIES MSBCf 1324-16 WITH 1.75' THICK DUCTILE IRON DIAMOND PLATE COVER EOUTAL TO MID -STATES PLASTICS, INC, MSEHC-1324-R WITH READER LID AND 2- DRILLED HOLE FOR IDUCHREAD PIT LID (SU DETAIL A -A] � 9" MIN 12' MAX FINISH GRADE , 2 x 0 R!," MIN COVER I lei NEW DUCTILE IRON WATERMAIN 14 TV FN NA.IE ZMD alIN UNIMPR04ED RIGHT CF =I WAY INSTALL DETER BOX AT PROPERTY LINE WITH 12" LONG COPPER TAILPIECE: EL (rI SIDEWALK I - " 5 IOUCHREAD WATER METER TO BE SUPPLIED BY THE C17Y TYPE 'K' SOFT _ /_ COPPER TUBING IF SERVICE UNE TO HOUSE IS 3/4- OR 1" TD IE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FIPT PLUG a COMPRESSION COUPLING f rr LODE' COWSN 70 CENTERLINES f OF WATER MAIN TO PROVIDE SLACK IN COPPER CDPPER5ET7ER FOR 5ITS"c3j4' METER: FORD SERVICE LINE TO METER- VSH72-156-4JI-33G. OR WDONALD BRASS-- 21-215YFCW33. OR MUELLER: 3/4-EI-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD CDfP RP T1 R FDR 1" METER- FCRD VSH72-15W-44-44G, OR TAPERED THREAD (CC). DUCK ONT WDONALD BRASS: 21-415W=44, OR MUELLER: 1-8-247D-2 (3/4" FB.100O-3-q) OR AY MCDCNALD 4701E SDTH INLET AND OUTLET WITH QUICK JOINT. P'ADLDCK VANGS ON (I- FOIOOO-4-0) OR AY MCDONALD 4701D INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE TWTH IOUICK JOINT. NOTE: ALL METER BOKES INSTALLED WITHIN DONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY, EXPANSION JOINTS MUSH 'BE ITSTALLED ON BOTH SIDES OF METER BOX. A- - - DRILL 2' DIA. HOLE FOR AMR (AUTOMATIC METER READ) TODCHREAD DEVICE L _ 2-1/2" MIN. FROM NEARE5T r AND FRONT EDGE OF PIT uD I TYPICAL RIB NOTE: THE CENTER OF THE HOLE MUST €E AT LEAST 1' FROM UNDERHEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE R1Q- +� P'LIBLIC WORKS AND 1" WATER SERVICE SM. PLAN - 320.1 DEPARTMENT liOVEMBER w J 3URFACE WATER STANDARD PLANT NESTES- THE FCJLLOWNrr IB A LISTIIIO OF UENERAL M070 7H AT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET ALL THE NOTES ON THE LIST MAY NOT FTERTAIM TO F •- PRI7.FECT. THE APPIICANT OR CM HEFT. HEREBY REFERRED TO AS APPLICANT. MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT HOWEVER ' APPUCAW SHALLNOT RENUMBER NOR EDIT THE REMAININENOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTIERTHC SURFACE WA7ERSTANDARD PLAN NOTES. 1 & ROCK, FOR ERLUIDN PRDT"TION OF ROADSIDE DITCHES. WHERE REQUIRED, SHALL BE OF BOUND QUARRY RQGK PLAOEDTO A MINIMUM DEPTH OF ONE {1,1 FOOT AND 5HALLMEET THE FOLLCWIN9SFEGIFIGRTION5 + 4-8INCH ROCK A40-7C%PASISINO: 2 - 41NOH R QCK l 30 -40% FA53IND; 414D + LESSTHAAN2INCH NOCKJ10-20%PASMG 1 P FOOD T I NG GRAIN ALGE SYSTEMS AND R13QF DOWNSPOUT 5Y5TEM5 SHALL NOT BE INTERCIONNECTED AND SHALL SEPARATELY CONVEY CGLLECTED FLOWS TO THE C ONVEY AMC SYSTEM OR FLOW CONTROL FACILITY ON THE SITE. UNLESS APPROVED BY THE. CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO C.7N-5 TE BM PS 20. THE END OF EACH STORM DRAIN STUB STALL BE CAPPED, A CLEANOLTT TOPPED WITH A 90LT19C1040 LID MARKED'STORM' OR'DRAW" BFIAL L BE LCICATEDAT THE FIR OPEPITY LINE OR AT THE POINT Of CCNNECTION OF A PRIVATE STORM DRAINAGE DOHVEYA.NCE SYSTEM PER THE CITY STANDARD PLA14 227 09. 21, ALL STORM SYSTEM E7S.TENS0N5 SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICEN8E0 IN WASHIN61ON STATE- AND CUT BHEETSSHALL BE PROVIDED TO TH E CITY PHI OR TO CON STIRUCTION- 2'Z,ALL NEYAILY4NSTALUEV AND NEWLY-REHABILI TATE D (PUBLIC A14D PRYATE) STORM CONVEYANCE SYSTEMS SHALL BE IN!SFECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CI7YSTAINDARD PLAN 2M.00.. CCTV INSPECTIONSAND REPORTS 3KALL BE SUBMITTED TOTHE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND,IOR PAVEMENT. J. ALL STORM SYSTEMS AND CONNECTTCNS TO EXISTING MANS SMALL ISE TESTED IN AMORO.ANCE WITH SECTION 74M3(11 OF THE WEDOT STANDARD SPECIFICAT$ONF AND IN rHE PRESENCE OF A REPRESENTATIVE OF THE CMTY- STORM ORAiN STUBS SHALL BE TESTED rOA ACCEPTAAATCE AT THE SAME TIME THE MAIN STORM IS TESTEU. 74. FOR ALL DISTURBED PERV)DUS AREAS (COMPACTED, GRADED, LANDSCAPED, EIC)CIF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND PEDI37ROU7E THIE EXISTING OUFF LAYER AND HAT NE TOA90IL OR AMEN0 THE S41 W T H COLAPOST N ACCOR0A5 NCE WITH STANDARD PLAN 21114.0. 25.. ISSUANCE OF THE BUILDING OR CONSTRUCTIOFI PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE COWNLING LEGAL OBLIGATION AHOI'OR LIABILITY C ONNECTUO WITH STORMYVATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNC7ION11413 AND MANTENA NCE OF THE STORM SYSTEM PROVIDED DURINGCONSTRUCTION. 20. ADEQUATEWEGUARD 5,WETYDEN ICES.PROTECTTYEEQUIPMENT.FLAC-GERS. AND A14YOTHERACTI0HSNEEDEDTOPROTECT THE LIFE. HCAL TH-AND SAFETY OF THE PUBLC. AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SILALL BE PROVDED. ANY WORK WITHIN THE TRAVELED RIGHl,OF-WAY THAr MAY INTERRUPT NORMAL TRAFFIC FLOW SK06LL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CRY. ALL SECTIONS OF THE ASCOT STANDARD SF-ECIFIICA71048 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY 27. FIR 0 JEC15 LCC0,TE D WITHIN THE C I rY5 AOUI FER PROTECT ION AREA LAPA)SHALL COMPLY WITH 5PECI96L REOUIRENENT 06 OF THE RENTON SWUM AN AO LAFER FROrE,CTION REOULATIOMS IRMC L3-D59]. 20. PLACEMENT OF SURFACE APPURTEHAHCES (CATCH BASINIALPNHME LIDS, CLEANOUTS, NLET15, M.) N THE WMEET TRAVEL LANE WHEEL PATH, INTER IEOTION5 OF STREET TRAVEL LANES, BNCE LANES. SIDEWALKS. AM CROITSWALKS SHALL BE AVODEDWVHENEVER POSSIBLE. ANY SURFACE APPIRTENANCE PLACED FM A S I OEWALK OR CROSS WALK SHALL BE FATED WRH A NONFSLiP OR NON-SKID MD PER ADA REQUIREMENTS. 29, CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MANTAINED BY THE APPLICANT W. MINIMUM COVER OVER STORMDRAINAOEPIPE:5HALLOONFORMTOTABLE4,2.1AZOfTHE RENTONSWDM. 31 CONSTRUCTED PER.NEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSOHB WATER AT A MINIMUM RATE OF 29 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE H65 BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPL LANCE WITH THIS MINIMUM RATE 5MAALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLWNCE MAY BE CHECKED USING A SAMPLE BLICKET TEST IN WHICH 5 GALLONS OF WATER. IS POURED ONTO THE PAVEMENT SURFACE ALL AT OMCE. IF ONLY A MIN M AMOUNT OF WATER PONOS OR RUNS.OFF THE SURFACE. THEN THE PAVEMENT IS CON&MEIEDT6 MEET THE MINIMUM RATE OF AELUMPTION AT LEAST ONE TEST SHALL BE OONDUCTEO PER 1, DOD SCIUARE FEET 13F PERMEABLE PAVEMENT. IF THIS TEST IS NOT OCINICILUSIVE. THEN ANOTHER TEST PER A9TM C17UI SHALL BE CONDUCTED FOR LARGE AREAS (E 0. PARKING AREAS,M1. TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND ASLDINLY MOVING WATER TRUCK DISCH4RGNG WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM ClIm. UNLESS 9TRElSWVISE NC?ELI, WIA.Wt7NG E NG I ' STD. PLAN - 267.10 NI PUBLIC WORKS SURFACE WATER STANDARD PLAN w��+ 1*I 01!PA.RTMENT NOTES (2 OF 2) artin PastuchA/13/2020 II.LSL:1m4 ""D DATT Effective Eng*meer*ngPEEC CIVIL ENGINEERS 8627 NE 180th Street, Bothell, WA 98011 Phone: (206) 303-7639 Email: admin@effectiveenaineerinapllc.com N0. REVISION FRAME AND VANED GRATE '. V. Hi'- I T. OR 2r' ONE n EAR MCC P PER. r HMGHT INCREMENT CSFACEDEOUALLY7 SEE NOTE i RECTANGULJ411 ADJUSTMENT SECTION YL4" i19 PAR EACH SCORNER I 03 BAR ENCH SIDE TOO AND BOrTOM 5 ONE X: EIAR ACR099 BOTTOM 77&AA EACH CORNER IF ((MIN IFS BARHOOP SEE HA77E i ALTERNATIVE PRECAST RASE SECTION RlPUBLIC WORKS DEPARTMENT UNDISTURBED NATIVE VE126TATION LIIOWN FWEDNATNE 5QI r 4" ARBDRIST WOOD CHIP MULCH, BEE STD, PLAN 242.60 TOF OCMPOST INC OFLPORATED INTO 5- OF 9 TIE SOIL (T'OTAL AMENDED DEPTH OF 9.5'. FOR A SETTLED DEPTH OF V) _,JBSOIL SCARIFIEDP BELOVA GO MP US I A141END�E D LAY E R (12' BELOW! BOIL SURFACE) PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE OIAMETER REINFORCED OR PLAIN GONCAETE 17- ALL METAL PIPE EIS` WEEP', T2' SYD. SPEC. 9- 1120 SOLIDwALL PVC. STD SPEC"- 9105. 12I I a 1$' PROFILE WALLPVC, STD. SPEC.9L01L12I25 15� 'CORRUGATED POLYETHYLENE STORM MYERIPIPE N CITIE3: 1, AS ACCEPTABLEALTERNATIVES TOIHE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACCED N AC$OFWANCE WITH EI713NDARD EP&-cmc ATION A-175 EICB)I. CR WW E MESH HAYIN U A THIN IMUM A FEA OF P.1 Y:513U AR E INCHES.PER FOOTSHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST HOPESEC7Ml4. WIRE MESH SHALL NOT U PLACED IN THE KNOCKBDTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBA R 5:HKMI4 RH THE RECTANGULARAUJUUTMENT SECTION'WIRE MESH HAVING A MINIMUM JAFIEA OIF D-T2 IN CH NCHES PER FC*T MAY BE USED. 2: THE KNOGKour DIAMETER SHALL HOT BE G3REA.TER THAN 113 KNOCKOUTS SHALL HAVE WALL TlHICKNE9S OFT MINIAIUMTO2.FMAXI MUM. PAID V DE A 1, 5' MIN I MU M GAP MTVe'EEN THE KNOCKOUT WALL AND THE OUTSIDE CIF THE FIFE. AFTER THE PIPE IS INSTALLED. FILL THE GAP WITH joMr MTJRTAR ITS AOCORDANDE VVIrH STANDARD SPEOFICATION 9-0I.9. iI. 714F MA.XIUUU DEPTH PROM TH@ FINISHED CJ AE59 TO THE ILGWEBT PIPE INVERT SHALL WE 5. 4. THE FRAME AND GRAPE SHNILL BE INSTALJLED W NTH THE FLANGE DCMN, 5 THE PRECRSTBASE 9ECTOOIJ MAY FIAVEA ROUNDED FLOOR. AMC THE WVALLS MAYBE SLOPED AT A RATE OF tiH:24V OR STEEPER- 5 THE $TPPRaTi,IIiE CI'E MIN[ DlUtNS14 N$ SHALL BE MEA51,11RED ATTHE TOP OF THE PRECASTBAV ESE0THON. 7.. ,ALL PICKUP'HOLESSIK&LL BE GROUTED FULL AFTER THE INLET m AS B€EN PLACED. UM.3.ROUTTIIPE 1 FOR NDN,9HRINIL APPL;II IN AM WRtIANgE W1ITH STANDARD SPEGI FIOATION 9-20.5(2). 5. ALL GRADE RINGS ANDQkSTINES SHALL OE SET IN MORTAR IN ACCOROMC-15 WITH STAN13ARDSPECFIC'ATIL741 "3. THEN APPLY MURIAR TO 1145LDE AND HJUTUIDE OF ALL JOINTS. RINGS. RISERS. ARID FRAh.ES- k MOHIARSHALL I3EMIXED ANC]APPLIED K'l% M0.UF.WC7URER'9 DIREGTIOHS 1O. FRAM ESHALL 8E.&o&IsTIED TOPAVEMENT GRhDEBY' TAPPING UI4TIL FRAME IS FLUSH WITH PAVEM6NIT AS C]ET I;IA11NE13 WITHA 5TNAJCHr EDGE 4f 3LIFPI IeNT LENGTH IT. ALL MORTARJOINTSSHALLBETRIMMED FLLISTHAND REMAIN U1918LE LA%m COmpt ETION. UNLESS CDLHERWSE NOTED,'�RAWNG IS NOT -C-SCALE INT51 STD. PLOW - 200+30 gn CONCRETE INLET GAi DATE PLANT IM:. BEDSLI ND 151 LJR BED UN 7119TI I RRF D TU RF CI.&VM)AREAS VEGETATION. SEE NOTE 1 SEE NOTE 1 y GRASS: SEED OR SOD R ��.. UN015TU UEP NATIVE WIL f} OPTION 1 - NO DISTURBANCE PLANTING BEGS I" rURP(L NAN) A HEAD GRASS: SEED€7R SOO 'N.76"Of. NCO MPO'HT IN CCRPORATEO INTO 6.25' OF SITE SOILMTOTAL AMENDED DEPTH OF 519. FOR A SETTLED DEPTH OF B'H SUBWIL SCARIFIED 4' BFLCA4 G9MPO5T AMENDED LAYER 112-SELOIN S©IL SUIIFACEI OPTIONS 2, 2. AND III - AMEND IN PLACE OR STOCKPILE AND AMEND PLANTING BEDS Y-4' AROCRIST W 00-D CHIP MU LGH. SEE BTD F LAN 252 60 r IMPORTED TOPS04L MIx XCIMPACTED LTr�rHs SLI 301L IS SCARI FEU l- 06" IMPORTED r0 P SOIL MIT{. TLAR.F ILAWWNF AREAS D GRASS: SEED OR SOD I - NOTES¢ I. AREAS OF NO OISTURRMU TORE FENDED ATNU LA 15 rINCo- VEC.LTAIION AN U SUIL TQ @E _ PROTECTED FROM -CONSTRUCTION IMPACTS - B' IHAPM]RAED I I _ TOPSOIL MIN{ GENERIAL. NIATE$I I'COMPACrEI7 s- I.Ifll IFUII II ill7lI I I, DEPTHH 1, TOMEASURE5ETTLEDDEPITH. WATER SDIL T ICI �D- .F �I SUFFICIENTLY 10 FLRLV SATURATE WITHOUT iIIIII11.. -1_ C-MJ81NP3 EN7N f 1- Il L �-( I SUBSOIL IS Z• COMPOST TOIAIEET STD. PLAH282,60. L-C AAIIFIE D T BELOW IP TIED 3. COMPACTION OF TOPSOIL IWHERE RECIUIREDI _ TO'P,SOIL MIX ITE TQ Ellldl .'7F $.TAN TIARB PRO C:TCR; I 4, SEE COHSTRUCTICII PLAHSFOR SPECIFIC 12` PPLOJ ECT RE4UIREM E NTS. DP7r14R# S • IINP ITED TDPS*ll+ UNLESS L7TTIEfl'W'£,E NOTE q. iYFLO'AAIHC IS NOT TO SCALE INT51. STD. PLAN -264A0 s PUBLIC WORKS DEPARTMENT SOIL AMENDMENT SECTIONS GR ADZ 9/28/2018 I wk45yry y.wv,..Iv (IAI( SURVEYED: SURVEYED DESIGNED: DESIGNED DRAWN: DRAWN CHECKED: CHECKED BY DATE APPR APPROVEAPPROVED SCALE: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM r, r. r, r.1r ae Tlr L OpA Pi IIFIA N*DTAr P(�HI4 #IQHT IhIC1"F7IT (MPACEL LO JALLYI, SEE NOTE 1 MCTAN4ULAR IAZlI.M6TPffXT EECTOON =H&kEAiSII I" F m I ti I f ■T OJIFI 1EMCAM BID( � yF- 03 MAR ext. wT PRLEC.A/T dARiE SECTION 83 BAR AC PP P3 BAR EJAU1 CFIFTNUR rR MEN S8E 4IQIE 1 ALTERNATIVE PRECAIIT BL"E SECTION T� PUBLK WORKS, DEPAIRTMENI PIPE ALLOWANCES WANCES Pl4i (MATERIAL ICE DYYAREfER RfFJTCWIICEDURPLAIN 1,r Ca merA TB hUL hwlo% PIPE 11g CPESF", 1Y ITDA IFEC..§Ll 5 3LM VOI L F%r 157E SI'EC 9+$i12 1T Td< PIw9FI.1 Y4MLPMF, WD OKI; FftTaft +r +OOI�NFgIMTTN0PDi117ATfYLNi almowM Pm TMOTE& 1 A.s ACCTIPTAW,Ii Atlifd01Li1ME'0.R97Fi RiYIIIR �iDYVIJ IV IME F,? CAS7 dAM SECTII514.FIdERdIPuW6AUNw .■€LLORDANCE WITH I.TAFEARD SPECIFICATION N-as Nx9 I KfA W 10.E MESH NAVIY6 A MINIMUM A, UM A3*OF 1 a 17 594A■4 IIKAWS PIR Fir}r IP-WA N LINT v wmm SHE MI•I I ILIU RMU TRIM N SHEIM IN THE .Y lERF1AlfVF" IIREI�W T 11A 4E `-TIRJN 'WMIW MESH SHALL ALL NOT BE PLACED IN THE KNIDWOUT 8 AS AN A DUEPtPALE A0011101IVE TO THE REBAJR 5110 AN IN THE RECTANGULAR JILNffiTMEW SEC:'T03VJ VIRE KES H HAWK A MMINIMM AFfLA QF 1)12 $OIAAFtl IblG3Kg Pf4 FBGT "Y OE LIVID t !V* IMIXI UT NJIMERER. IW:LL Hi7T iE &IEAT'EB TMAN 74' 14IOCIr}7UTI N•lRL 14LyE JL FABLLI 11•IGxHEALS OF F MINIMILIM 70 2 S HAKMUM. PROVIDE A I S MINIMUM GUP'BETWIAWER THE KNOCKOUT WALL AA V TW Ou"SiDE CO I11t A1KI 0iFTEiRTW PIPR IS PICTAILE0.. FILL T"E GAP MTTH JONI MORTAR, N AGGONTYFVDE YTTTINI ITANDiIH9 SREETICATION" I T. THE MUOI" DEPTH FROM THE F MISHED Gnikcf TO THE LOWEST FIE lh*RI SHALL BE S IEE'T. 4 IKE. FfIVIAW +4MB TJ14ME 1i%AFF WE IMIT4LL1IFQ WtM TH€ FLANEW DOM L WIE IFPIECA37 9^X S!>CTil 4 WAY WOVE 4 ktuNCED MCCIL AND TINE WALL( b AY HE SLOPED AT A RATE OF 1M:yLAA O0. 9TEEPE0. E. THE GPEmimil SMALL BE MEASURED AT THE 70P OF THE PRECAST E.4.511i SECTION. T. ALL PIPPJR F41LE'F BKALL @E 1Y14WU73P TLRL AF1 THE ll FT HAS BEEN PLACED USE GAOUT TYPE 2 FM NON- U APPUCAT*W5 IN A{4CQR4.MMM MT14 STANDAW VIRV ID.AVOR 8-29 3QI L ALL GRAM RI UM AND CASTINGS SHALL BE W T N kK TAIR IN ACCDWIVGE VMTM STAMOPJ%D $PEL$C ATMIN O-GA i THEN N*LT MCTAT4k 10 11 AND CIL1TSME OF ALL !DATE, kHgn5. RISERS AM FIIAMES E. MORTAR SHALL LIE UIiED AID APPIIED FIER YANUFACT1i1EW5 DIFLEf,TIONS M FRAME SMALL BE ADJUSTED TO PAVEMENT 01111I5DE.. IY TAPEIM3 UNTIL FRAME IS Fa.Ugpi vWTH PA'V7MN7 A* DTiTI1RA4mI D WITH A %TRAIT WF 01A Of SNIIFigLI fiT LIFN61" TI ALL MDHrAR J17If73 SHALL ft TRIMLY FUAMH AND PEAAA14 %III .F IPFY`J ,CARP ETInN Ft4LF$s oT+lelrl+A IrGtTD. ❑uwlrq LNfWapT1O IC,YY IIn� STOL P111N - 7i01D 00 CATCH BASIN TYPE 1 1[;pZ 5A'28l201S I E MANDMID P 110110,111 ANO III PA NT EE LAND,O2, FOR 4>Ef,9E I r T PESTGRA. 19V♦ RE4 WEFEM 9 $ U RPACE RESr4RA710N A5 SPECIFIED IN CONTRACT DOCUMMIS i I IT MIN E><I@rH9 PAW4RJEIUr SV RFAGE -__- - - - - - ---------�------- lk E- Mm, SEE NOTE 4 O I � FEAT LINE TRENC H -CrRL15HEG sash ACING 70A COUR5E-PEN W5001 STD SPEC 903. 9(3), COMPACTED TO 95%OF MAXIMUM DENSITY 9 a 'CRU-VN EU SURFACN0 TOP COURSE' PER WSPGT BTP OPEC HOT. HJ).TANH RUN - OPAVEL FOR TRENCH IAVWILL• PER d WSDOTSTD SPEC 9W.I0.0R'GPAVEL BORROW- PIER VASOOT STD. SPEC 9A1-14(1). COMPACTED 70 %%OF RIAXINUM DrMrJIY BENCH AS NEE DIED RIM SNORING SYSTEM WHEN DEPTH 194' OR GREATER PIPE PPE KITE BEDD INC AND BACKFILL PER STD PLANS 22V-00 MO 220 1R �! r~ SEE NOTE I �.•( UNPAVED AREAS I PAVED ARlA9 I NOTE* I 6EF W961}rrAR4rA 9tpNpARO 6PEGIFIGATGN4 9EGflGN 5-49� FOR MEASUREMENT OF TRENCH WIDTH, 2. EXCAVATIONS OVER& DEEP SHALLCOMPLW MAIN THE SAFETY STANDARD D€SCRIBED IN CHAPTER 295155 PAMT N OF THL WAC. 5. UAXIUUU BACKFILLDEPTNADWE PIPE SMALL NYTBE EXCEEDED.A8 DETERMINED NY PIPE MANUFACTURER. 4. IN PAVED AREAS, IF PIPE HAS LESS THm. Y OF COVER, USE -CRUSHED 5URFAC:RI5TOP COURSE- FOR THE ENTIRE BACHFILl DEPTH ABOVE PIPE EONS. 5. SEE CONSTRUCTION PIONS FOR SPECIFIC PROJECT REQUIREMENTS. UNUS5 GRIER,Y6E NOTED, I WIN 15 NOT-05CAU INnI STD. PLAN - 220.20 PUBLIC WORKS TYPICAL TRENCH AND BACKFILL P1 JL� 9/28/2018 GF Z DEPARTMENT V 3/20/2023 C TY OF RENTON Planning/Building/Public Works Dept. S-424802 R-424803 W-424802 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 00 Z DEVELOPMENT ENGINEERING O 0 yqi 11 /27/2023 W U WASTEWATER UTILITY le Z jstowell 11 /14/2023 w DON_BORA_SFR_RESIDENCE 09-26-2022 0 GRA D I N G FIELDBOOK: - LLI CL DRAINAGE PAGE: - DRAWING NO: cr UTILITIES E 3 STD DETAILS SHEET: OF: 3 O -7 (n W N i A w w U z W 0 U) w rr U- �I U SE 1 /4, SW 1 /4, SEC. 9, T. 23 N., R. 5 E., W.M. MATCH I WITH EX. PAVEMENT ACCESS DRIVEWAY �S PER COR STD DETAIL 1 4.3 REMOVE INLET PLUG THE PIPE EX. SDMH RIM=296.75' IE(N)=293.91' 8"CONC IE(S)=293.42' 12"CPP — IE(W)=18"(PLUGGED) IE(E)=8"(PLUGGED) 6"N NOT VISIBLE r UUINU W/BRASS DOWN 1.1' IN X. SDMH RIM=296.92' E(SE)=291.0 18"CPP IE(W)=291.0 18"CPP IE(N)=293.3 ' 12"CPP IE(S)=291.6 ' 12"CPP EXHIBIT 11/02/2023 &TE BY BMPs AND Legal Description: LOT 2, CITY OF RENTON SHORT PLAT NO. LUA 18-000445, RECORDING NO. 20181113900001, RECORDS OF KING COUNTY, WASHINGTON SEE DETAIL "A" v�viL.h I LV U V V EX. CB T-1 RIM=295.99' IE(N)=293.29' 12"CPP FRONTAGE WPROVEMENT Effective EngineeringPEEC CIVIL ENGINEERS 8627 NE 180th Street, Bothell, WA 98011 Phone: (206) 303-7639 Email: admin@effectiveenaineerinaDllc.com NO. nc70 -1 -1 9 A n99 � MATCH WITH EX. PAVEMENT 0 Sri *2CP WE *2g6. �C-Ti 1 , 0 (OUTLET WITH LOT DOWNTURN ELBOW) PARCEL NO. 7227800630 60 / 2' WIDE SCUPPER IN CURB FOR FLOW TO CB SEE DETAIL "C" ON SHEET-2 EX. INLET RIM=295.42' IE(S)=294.22' 6"PVC (REMOVE THE EXISTING CB PLUG THE PIPE) FOUND CONC MON W/BRASS DISK, DOWN 1.1' IN CASE I-o PROP. CORNER EL `' } ° ° ° ° CONC. BLOCK WALL 1 H <2' 1 • ° . ° ° MAX / 2. ° °° �° 1 (/ D R.:I V. . VAY n ° 9 I° ° .° (' i-�-• I � 1.5' 5.0' WALKWAY DETAIL "A" SCALE 1 "=5' PRO. CB —TYPE 1 (ON EXISTING LINE) RIM—295.35 IE — 293.99 (ALL) DEDICATED ROW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F45.10-03 TYP. DETAIL "B" * ELEVATION ON OUTSIDE CURB NOTE: FOR location and bearing of CENTER LINE OF NE 5th PL and Index Ave Surebvy TOPO and Sheet 1 PL VICINITY MAP N TS LOT 2 PARCEL# — 7227800631 TOTAL AREA— 5,682 S.F. (0.130 AC) DEDICATED ROW — 101 SF TARGET LOT AREA — 5,581 S.F. (0.128 AC) EXISTING DRIVE— 756 SF (0.017 AC) PRO. ROOF — 1,591 SF (0.037 AC) PRO. DRIVE/WALK CONC. — 788 SF (0.018 AC) TOTAL TARGET NEW/REPLACED IMPERVIOUS— 2,379 SF (0.055 AC) 42.6% PRO. WALK WAY (CONC.) IN ROW 1,002 SF (0.023 AC) PROJECT INFORMATION TAX PARCEL NUMBER: PROJECT ADDRESS: ZONING: JURISDICTION: 7227800631 2900 NE 5TH PL RENTON, WA 98056 RENTON PARCEL ACREAGE: 5,682± S.F. (0.13± ACRES) AS SURVEYED LEGEND PRO CONCRETE SURFACE PRO PLANTER Ln co O M N A U NOTE: 1. ALL DESIGN ELEVATIONS APPROXIMATE AS CALCULATED BETWEEN CONTOURS, R-424804 < FIELD ADJUST PER EXISTING SPOT ELEVATIONS m IN COMPLIANCE WITH CITY OF RENTON STANDARDS 2. MAX 1.5% CROSS SLOPE AND MAX 8.3% LONGITUDINAL SLOPE ON WALK WAY z O 3. POST -CONSTRUCTION SOIL QUALITY AND DEPTH IN ACCORDANCE WITH BM T5.13 DEVELOPMEN ERING LUI WILL BE IMPLEMENTED TO ALL LANDSCAPED AREA ON SITE. yqi 11/27/2023/2023 w 4. A SEPARATE BUILDING PERMIT IS REQUIRED FOR RETAINING WALLS THAT EXCEED 4 U z FEET IN HEIGHT PER RMC 4-4-040 Lu SURVEYED: SURVEYED SCALE: SCALE 1988 NA 1983/1 HORIZONTAL:: HORIZONTAL: NAD 1983/1991 DATUM CITY 0 E PRI RENTON Planning/Building/Public Works Dept. DON_BORA SFR_RESIDENCE _ _ _ _ _ _ _ GRADING DRAINAGE EXHIBIT PLAN — DATE: 09-26-2022 0 U) W 1 L LL U) DESIGNED: DESIGNED FIELDBOOK: - PAGE: - DRAWN: DRAWN ONE INCH DRAWING NO: C-4 CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY REVISION BY DATE APPR APPROVED: APPROVED SHEET: OF: 4 OF-7 w U Z w 0 CIO W rr rr H cn LEGEND SIGN SS (�) MANHOLE SD 0D FIRE HYDRANT W ❑ WM WATER METER G N GV GAS VALVE OHP L-� INLET OHT CB (TYPE-1) OWV WATER VALVE ❑ COL COLUMN O GUY ANCHOR X X DF DOUGLAS FIR ❑ EM ELECTRIC METER O EPP ELECTRIC POWER POLE O RESIDENTIAL MAILBOX SANITARY SEWER LINE STORM DRAINAGE LINE WATER LINE GAS LINE OVERHEAD POWER OVERHEAD TELEPHONE WOOD FENCE VINYL FENCE HOGWIRE FENCE CHAIN LINK FENCE BUILDING LINE WALL SDMH RIM=297.55' IE(S)=294.47' 8"CONC (NUMEROUS OTHER PIPES) EPP Off, 0 ff �- SE 1 /4, SW 1 /4, SEC. 9, T. 23 N., R. 5 E., W.M. LEGAL DESCRIPTION LOT 2, CITY OF RENTON SHORT PLAT NO. LUA18-000445, RECORDING NO. 20181113900001, RECORDS OF KING COUNTY, WASHINGTON 0 0 I 0% I PO Soot Q ONST4CTION ENTRANCE 50'x15' PER COF 215.10 DTL BASIS OF BEARINGS NAD 83(2011) - WASHINGTON NORTH ZONE - PER CITY OF RENTON CONTROL POINT NOS. 612 & 398 PER SHORT PLAT, BASED ON MONUMENTS FOUND IN CASE, PER PLAT. VERTICAL DATUM 8s CONTOUR INTERVAL NAVD88 PER GNSS OBSERVATIONS, DERIVED FROM WASHINGTON STATE REFERENCE NETWORK 2.0' CONTOUR INTERVAL ARE DERIVED FROM DIRECT FIELD OBSERVATIONS - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 CONTOUR INTERVAL OR ± 1.0' FOR THIS PROJECT PROJECT INFORMATION TAX PARCEL NUMBER: PROJECT ADDRESS: ZONING: JURISDICTION: PARCEL ACREAGE FOUND SECTION CORNER WM PER PAINTMARKSTX. OYP � � ►O-0 FOUND 1 /4 SECTION CORNER ( ) HOUSE ° N � O• FOUND MONUMENT IN CASE O►7.4 APPROX. LOC. GAS LINE, ET REBAR W/CAP, ® SET/FOUND BOUNDARY MARKER, U LS 46876 PER PAINT MARKS TYP I �22 AS DESCRIBED ( ) O FOUND REBAR W/CAP, LS �•� SET /FOUND NAIL AS DESCRIBED 5 SET REBAR W/CAP, B&H, i FENCE E LS 46876 130"DF FENCE END 0.15'W 'S I 1.3'N I OF PROP COR ASPHALT SURFACE 1.5' FENCE P FOUND REBAR/CAP a- 0 DE ATED OW 1I 0.6'S ROCKERY CONCRETE SURFACE "PLOD", zo 1 N 88° 1 1 49 E 143.51 o.7'E 0.09'W X 0.06'N 0 ROCKERY OF PROP COR 78`9= 64.60 ______ ----, S.Y.S. FENCE END it i z ROOKE17RY ERY — 2.1'N O - ��� STAGING z FENCE END GRAVEL SURFACE W O OO OO II AREA C� 0 1.6'N G C� O ooC ooC O I W - - - - —U-1 � PAVER SURFACE Z Ii� �- - 00 ROCKERY RE ROOF ELEVATION O� �O SET REBAR W�/GAP - 18.6' ::E1.6,W �- LS 46876 i Qp0�0 FF FINISH FLOOR ELEVATION O a ° J L2 FOUND REBAR W/CAP, WALL ° WV L� L _ _ a a a a �� ° i CLEARING LIMIT LS 11332, X VIROP ED �I I 0.05'N X 0.02'E W o ` RESID CE ° p� LOT ROCKERY SILT FENCE (AS PER COR 214 DTL) OF PROP COR a o a L J �? ° I 1\° � 11 �� �Co PARCEL NO. 0.8E SET REBAR W/CAP, CONSTRUCTION ENTRANCE EPP z �` O 1 ° PARCEL N0. j �� 7227800630 LS 46876 S \ _ 720800631 7685± S.R. ® CATCH BASIN (INLET) INLET 1 / 5. EBA PROTECTION TYP L (0.1764± ACRES) ( ) ^\ ^^RIM=295^42'�_ i V �I I 5682± S.jF. I 876 FENCE LINE E,. Effective Eng*meer*mgPEEC CIVIL ENGINEERS 8627 NE 180th Street, Bothell, WA 98011 Phone: (206) 303-7639 Email: admin@effectiveenaineerinaDllc.com SURVEYED: SCALE: SURVEYED VERTICAL: NAVD 1988 SCALE HORIZONTAL: NAD 1983/1991 DESIGNED: DESIGNED DRAWN: DRAWN i ONE INCH DATUM CHECKED: AT FULL SCALE CHECKED IF NOT ONE INCH NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY APPROVED 7227800631 2900 NE 5TH PL RENTON, WA 98056 R- 8 RENTON 5,682± S.F. (0.13± ACRES) AS SURVEYED 10/01/2023 'D C TY OF RENTON Planning/Building/Public Works Dept. A LJ V C N TY MAP N TS LOT 2 PARCEL# — 7227800631 TOTAL AREA— 5,682 S.F. (0.130 AC) DEDICATED ROW — 101 SE TARGET LOT AREA — 5,581 S.F. (0.128 AC) EXISTING DRIVE— 756 SF (0,017 AC) PRO. ROOF — PRO. DRIVE/WALK CONIC, — 1, 591 SE (0.037 AC) 788 SE (0.018 AC) TOTAL- TARGET NEW/REPLACED IMPERVIOUS— 2,379 SE (0.055 AC) 42.6% PRO. WALK WAY (CONC.) IN ROW 1,002 SE (0.023 AC) CUT 270 CU YD LAND DISTURBED 6500 SE CONSTRUCTION SEQUENCE 1. SCHEDULE A PRE -CONSTRUCTION CONFERENCE. 2. INSTALL SILT FENCE AND CONSTRUCTION ENTRANCE ON SITE 3. FLAG CLEARING LIMITS. 4. CLEAR AND GRADE SITE WITHIN CLEARING LIMITS. INSTALL ROCKERIES PER PLAN AND DETAIL. 5. INSTALL UTILITIES AND STORM DRAINAGE FACILITIES. PROVIDE CATCH BASIN INLET PROTECTION. 6. BEGIN BUILDING CONSTRUCTION. 7. FINISH GRADE & PAVE PER PLANS. 8. STABILIZE ALL DISTURBED AREAS. 9. FLUSH & CLEAN STORM DRAINAGE FACILITIES. 10. INSTALL LANDSCAPING. 11. UPON FINAL SITE STABILIZATION, CLEAN SITE AND REMOVE REMAINING EROSION AND SEDIMENTATION CONTROL MEASURES UPON SITE STABILIZATION. R-424805 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 010 Z DEVELOPMENT ENGINEERING Q yqi 11 /27/2023 jai W U Z W 0 DATE: DON_BORA_SFR_RESIDENCE 09-26-2022 0 EXISTING —CONDITIONS FIELDBOOK:- Lu AND PAGE: - Ir DRAWING NO: TESC C 5 oC LL PLAN SHEET: OF: 5 OR-7 (n rr LL Cn JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES. WIRE RINGS. DR EQUIVALENT TO ATTACH FABRIC TO POSTS 2-x2-14 GAUGE WIRE. OR EQUIVALENT. IF STANDARD STRENGTH FABRIC USED FILTER FABRIC T FAIN I 6 MAx �j I I I 12'Mu� F+OST SPACING MAY EIIE INCREASED 4'R4' MIN. 7REWG11 I TO B' IF WIRE RACKING IS USED BiLGI[FILLTAENCH WITH NATIVE SQiL OR 314-TO i-Vr' WASHED GRAVEL _/ 2W WOOD POSTS. STEEL FENCE POSTS, OR EOUIVAUENT ITYP P NOTES; i. 1:OtADrrms OF USE I.1. SILT FENCE MAY BE USED DQ'LVNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED 70TREAT CONCENTRATED FLOWS, NOR 15 IT INTENDED TO TREAT. SUBSTANTIAL AMOUNTS OF OVERLAND FLOW ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED WAY MEET tHE STANDRDD LASTED BELLOW. A COPY OF THE MANUFACTURETYS FABRIC SPECIFICATIONS MUST Be AVAILABLE ON SITE, AQ$ IASTM D4751} 30-1 D¢ SIEVE SIZE W 00-0 15mmF FOR SILT FILM %I p4,51EV1E SIZE (D 30-0 15mm) FOR OTHER FABRICS WATER PERMITTIVRY(AS11,I D4491) 0.02 SEG'MRIIMUM GRAB TENSILE STRENGTH OSTM D4532) 18D LUS. MIN. FOR EXTRA STRENGTH FABRIC IOU LBS. MIN. FOR 5TANOARD STRENGTH FABRIC 43RM TENSILE ELONGATION (ASTM 0402) 3D% MAX- (WOVEN) ULTRAVIOLET RESISTANCE (ASTM 04955E 7D% MIN 2.2. STANDARD STRFNGT" FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE, WIRE BACKIN13 OR CLOSER. POST SPACIMO MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. INHERE THE FENCE IS INSTALLED. THE SLOPE SHALL NOT BE STEEPER THAN 21HAV 2.4. IF A TYPICAL SILT FENCE IS USED_ THE S7ANDARD4'XV TRENCH MAY BE REDUCEDWAS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED Am SECURE IN A TRENCH THAT ,STABILIZES THE FENCE AND DOE$ NOT ALLOW WATER TO BYPA$S OR UNDERMINE THE SILT FENCE. 2.5. FILTER FAIRS FENCES SHALL HE INSTALLEDALGNG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE 37ANDARDS 3.1. AMY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF L`DN�GEN IRATED FLOW'S ARE EVIDENT UPHILL OF THE FENCE- THEY MUST BE INTERtf tFb AND CONVEYED TO A SEDIMENT TRAP OR POND 3.3. IT IS IMPOR[ANT T10 CHECK THE UPHILL SIDE OF THE FENCE FOR SKINS OF THE FENCE CLOGGING AND ACTING AS BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT 15 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC 1WGECTEXTILE0 HAS DETERIORATED DUE TO ULTRAVIOLET I}REAKDOIMII, IT SHALL BE REPLACED. LJNLLa 6THEkWISL Nb1Eft, bHAW INifi IS N61T6 kA.1JE dr,1 %; DEPARTMENT STD, PLAN- Z14,iME1 QEP PLJBLIR MESILT FENCE 9/28/2018 1 NT �A� wY.w s/.-.sr-sgr "Ti: FIA'.0 DRANOW GRATE T11II11 DIUTE FRAME - d LERFL.-DW BMPi SS A MEi:GW *LEI SRAI E.. 11 EVIM SEDI IRO AN D CIE LI= LYs FILTERED *ATER laICT'I001 NEW DRlV P458E f.P,h'TE AWCIAWULAAA ❑RA1h d.+:") -T RENFn EYA1 S" NEu mYY;- dA4fA>FLbLrBIrPJLSS[TrP p 8�171T IFLL I C+1 ff OEVOM tSQIA1�TRlC YI ICMf 1. MTeCTIDN &OL L Be PRi W DEIT Pon ALL STORM, D14A11 "T8114W46LOP! AhO MUM 9#G f EE 1 OF A IDI S T IA1iEED OR f 0Pff KJMM5N AREA UNI.-M TIE &Ak Wr THAT FMr M T141 CATCH BA W 1MLL W MIF�EYE.O T D A SECW 0 POND M I MAP. T "JET' PE TTECIlm AIdALL. LIE Low Topso l= THE nuAl"m I1 mrEm. s INS GONTTIIIA,AII'KU IFiA MM AWA LMW NWT FILE LAPI'AE7! THAN ONE ACM 4 MIN TEE IIIA ILOIN IIIUFT MTITkIf bPVltf IIIMl FOR THE S`TCftMkTFM BTrMICTLIAE 11 WILL W&*Ytf. I THE SiGD SHALL Nk EAi.BLILI-N HIAH-FLOW RELIEF 372 TELL ICFFEARPLOW BYPAS&L 4 To* IdINJ*VA1SVSIEUMJSFALL61VR#tOWASOET14E i4ATHOW1'SPILL!'.!"efttEV1110M'T"AL T PERFORM APiWED WI UE M !+r�LP-IiPSiIIFE 4NM MT49ID4I;1 JFE1;;SI1;ATQ4 l41 ]{eII M A W 19 MRWW IN THE CATCH 9I.GII NGERT' GHALL BE REMDW Yi tWN 71,4E SEDWhrr+4ASI FUED oNE'-TRIG CF t91E AVAILAME STORAGE THE FILTER rAFQIAFOR TI#INISERTR-KLKCLEA4OR"PLACED A7LEMSTNI¢MrFLY OR114prt-LIME[Am01 D+IlOhcKIq*TXVAIJIN, t, smL Pt AN - 2.16- a PUBL11='44+ CATCH BASIN INSERT DIEPJ4RTMENT ENT E,. R = 2F MIN INSTALL DRIVEWAY CULVERT IF THERE IS ROADSIDE DITCH PRESENT_ AS PER CITY RCIAD STANDARDS �Ilaw 4"-8' QUARRY 51PALLS GEOTEXTILE 12" MIN. THICKNESS t DRIVEWAYS SHALL PAVED TO TIHL EDGE CIF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THIS COWTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY; 2, IT Q RECOMMENDED THAT THE ENTRANCE BE CROVMED 50 THAT RUWF DRAI19 OFF THE PAU 1G]' MIN. 15, MIN. PROVIDE FULL WIDTH OF INGRESSIEGRESS AREA NOTES: 1_ CONDITION OF USE 1.1_ C_0NSTRUCTION ENTRANCE SHALL BE 3TABALAZED WHEREVER TRAFFIC MILL BE LEAVING A CONSTRMTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 19DO FEET OFTHESITE. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IMAD0471ON TO THE, MAINSUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHWIDTH TO PROVIDE VEHICLE ACCESSIFARKING, BASED ON LOT SIZEICONFII3URATIOI9. 7, DE51GN AND INSTALLATION SPECIFICATIONS 2.1 A SEPARATION OEflTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS' GRAB TENSILE STRENGTH (AS'TM D"32F 200 LIES MIN GRAB TENSILE ELONGATION (ASTM 134"2) 3D% MAX. MOVEN) CIER PUNCTURE STRENGTH IASTM DB241) 495 LBS. MIN_ AOS 1ASTM D47511 2W451U_S STANDARD SIEVE SIZE) 2.2. DO NOT USE CRUSHED CONCRETE CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH LEVDLS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2-3. HOG FIPEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT RGADS HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS- THE INSPECTOR MAY AT ANYTIME REQUIRE THE USE OF QUARRY SPALLS. F THE HOG FUEL IS NOT PREVENTING REGIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HDG FUEL IS BEING CARRIED ONTO PAVEMENT_ 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. WHENEVER POSSIBLE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FORM. COMPACTED SUBIGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. D. MAINTENANCE STANDARDS 3-1- OUARRY SPALL5 5FIALL BE ADDED IF THE PAC IS ND LONGER IN ACCDRDA.NCE WITH THE 5PECIFIC'ATION5. 31 IF THE ENTRANCE 15 NOT PREVENTING SEDIMENT FROM REING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCRE&ZE IN THE IAMENSIUM5 OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED. IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OF POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING, THE SEDIMENT COLLECTED BY 5W'EEP114G SHALL BE REMOVED OR STNIILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING 15 INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS. ASMALL SUMP IAUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED LACK ONTO THE SITE AND CANNOT DISCHARGE TU SYSTEM TRIBUTARY TO SURFACE WATERS. 3.4. ANT QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMDVEO IMMEDIATELY. 3.5 1 F VEHICLES ARE ENTERING OR EXITING THE SITES AT POAiTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. LJNLM GTH;RWfE N0790, bMW LNG 11 N6T T6 SCALE IMTSI STD. PLAN-21S.10 % .. PUBLIC WORKS APPROVED DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/20119 •....: w«+�avOAT E L HOSM AND SOMME 47 C ON TR OL (ESC) STAkDAII D FILAN NCTn: rF*- FcH-LG IS A Lt&TMG C*GE-141E MOB ImT &Ilkm W-111 t AATED iN Thid. I filler }IIw1=N I cAmTRDL iF-SC I PLAt% :z�L I A-L THE N01E.S Cffi4 1HL LIsT MAW ItCT PERT?L11I TIC EVERY PROJECT. THE APIF7..ICAM ER ER HEJbEBV FEERREO 1.0 AS 1, MAY srFt!KE OUI IRRELEVANT NOTES IF NOT ^P9PUCASL E To rHik PROJECI. HOWEVER, THE F It T' &0 U WT MMUIMISCIIIIII NM W1 rft F40MPANO MM% IF AMFXMAAL NOTES IM NEEDEL; i-OR I- I: I BEF43RE ANY C{ MUAL OIN DA 0EVE1.10F WN r 4&l`1hA t Y' . A PGNZHSTRUCTICAI MUTT G SMOLL BE NOD AAN0IG NC 011Y 13f FtF-NTCp+I. svkREBv Ftr=FEF0iE0 TO AS THE CITY. THE APPLICANT AND THE fiPPIL.W.MTS CONTRACTOR CTaOR 2. THE "R'LICAANT 19 RE9FUNSIBLE FOR ORTAAJ jtG'rHE WASHN hi $TAATE DEPARTMENTor ECCADGY IEEOILL'GY) COMBITRLCT0114 13TC*&PNALTER {;Ei ERA L. PJRMIT. Ff IT I$ KQJIKD FQR TGIF PRMCT THIf AAPV%I IT SH A" PFIO W IPC TFif PITY C:C$ QF AL4 MOWTORAQ, RePORrS PRQvIDQ' TQ INOL Q1y ASSCOVED w1Tm THE COPWAUCT04 STORNWANP C#:mEI . PEW I- 3. TIME ERG P%AN SET SMALL INCLLIDE AN ESC CCINSTR ICTION SEOAIYCyE DL - AILJIwICr THE CIgCYr:PED STEPS TIAT SMALL BE PrOLLOVWD FROM CXW5TRLCIrKN CCIIIIINMN1FCEr,AENT TO POST-PR4X-CT CLEA M IN CMER TO FLILFILL fqICI jr° -- ESC REGL IEMEf -T9 .1. THE &OLIM DAIIRiL5 Q 1b& CLEJURO&O LdAIT1 `9ENAmIt1AE AND IHEIF b_I*F(EFt5 aJJ'IIQ APIM OF IIIIEGETALTH314 PF113L5tRvkT1ON AM I &E IRET>ENTIO A9 PRWRI11111" C;N 114 PLA"111 Imo. N MFANLY CICLItA t t[p V-P` P LNE.:IFN i A.N : I Ole: , rdCIW IN I ICI F*W IN MXCOCOMM WTH APPOM IG OP THR c11"r ()v FEM'T404 BAAIIFAIL E 'l rA DEVIM 65WOLL 119ENTON PFWI PRI11.19 TID Ti ar •. - 41?- I e 17r TRIK.TIgIN. IUMPt4 ItM -C4N@rf*,C" PMPW PO tR' L11II' E BEVOM THE CLEAIFJNQ L INAILL ME PEIglABTTED TF°E C:LEAR14G L"uu I_ 1=,%I F I Le. NED 15Y THE APP1.ICAI'lIT°rE3G 5UPIER'411101R F43M THE DOJFtATKM OF COIItSTRUCTIC0 s 51 rl�iL<LLE01_CMTRUC IF�Id41 ES 34ML SIE IN31ALILLk0 IN11 1 Fk ImI ^IN-4( �I I ., .. ILPL AND I�IiAIItItT�lh�� F� THE r�F.Fl�.rl�, rt�# THE 1 3��T OWKN tKw4A1 NRA3UMS. SUCH AS iw ILG V•'*11EL. Vr•A-�ta••I NIYMT f 1164!, . ::..1 k tAA'f N 10 tPOUFA twAl ALL.L OAVtIP AMEA4 Aft WtP t CA.EANA MAD rRACK4VT TO ACID IIRRMT GF WAY VC1111111 NOT,CCCLiR r.� T1,1l I Ia,A l P.-Jtq r -M,E FlIIIRIGIECT IF fiEL11iIrElyT IS rRACNXQ 4FF5ITE AID ROAM SHALL BE CLEANED TWOR01UGIHLY AT THE E1l+1D CIF EACH DAY, OR l.KM FFREOL.IEN 1 i' I III .+° I 'AIIEATHER .IkS NEC-E9'5AAv 'TD• PREVENT SEDIMENT PROM ENTEFWiG AA4TFIRS OF THE 9T1ATE a wAyFK-,+jIII F WW DATE ICI$ *HALL St PGOW*M OFF411E 43R IN 0L:,I.t,.A°°&.0 -2IIN _ Rk NIL W A.yF-F>rx.Ir AA CftV- Do NO I WA Obi N1 CCW RET^E TRrx-4K% ;INTD tilma QR4UND. MR to ffCM OMMOOR 0111ISII CMHM MAWTE MIMP94117r Or EXCESS CIP14CALIFfISKIIIII.LL MWY OCCIL11111 J04 M3113Mt1Ell ccwr4t T! N%AS}fir AREAS T ALL RECUMD ESC BKOPS SHALL E CDNSTWAJETED LAND IIN OPERA I FL- N P4110Ft 10 LAND GLJEMNG A NDOOR 43GMISTMJCTM TO PFtF—V VT TRANSPOMATIOIN 1.-'.•F 5EEx111IEN11' TO SLARFATCE WAJEFI, 1hAGE SVSTEMS AND ADIACENI PROPLRTIE.S. ALL E5C BRAT5 9mALL ME LLAdYTAA MED IN Ak SATR9FAACTOR41' TIC*d UK I IL $ijCH TIM 1 I I % 1 iC1,$Aj4IrAK1 lid *I'*LX I K)N IS t1: Aj40 PRO I. t<N1LQ, I cM m—s `Ilk FkxLJ:. IN I} "P UD ALI t ~:L: I 4L III F4ELIOVtL) AI t IKaJ7R'ti :Tlr '. IIrQLETEI; A41QID TM BIT>: �IA� 1-H F rAp41� D T4 EQIMRE I''OTEVI`AL 'FEM ON I v I'AIII ChM IMr1 r x�T T I l'Et'I+�EMTALTT�?� FOARTIENAW. 1 I LAC EM EST EiIA'LII,NC Ali"T AND R E FAG%, *L OF EGG IBMPS SFL4 L GE THE 19 E ff3`I3NIS IIB 1 L , -Y CE TIME AFWUCMT 0. JAhr'v r`L IL. Lj :. MAT L RLAILS OR LIM ID PR DDLIC T EI nH AA.T HAVE rE THE POT EMI LAL TO POLLUTE R LO OFF B11fINII>rL L BE CE P O SED CIF PFIC'ER.Y . 9 NE EK SAPS DEWTE a ON THM DR *MNMD TO BE RON m. P-,'F jI REMENTS TO E"T Ak71CjPATW SITE Crli N$7i�TII�MI S E ES LPN E,xPECT 9D OR � TI 7rCFATL. I ShALL Am1 COAwTE TmAT QE L W E ' O&k$LIFtf WMPL.IL It S110AtiTILN U•umrAOL. ON TF'ME .b SITE "NG W WL w _ I..1 1141aL.1 ION IT Swim W_ TW 0ftlGkn C*P A PO ftSV0N$6Lffw , .PPLICAAMT TOACC)RESS ALW NEW CDKWK)IO TKAT WAY E CREATED 19Y '1Ft= I'S_ ;I ° L a m4a ro PRD►IVIDE ADDFtNMW 119C MP13. OVER AND dAMUW- II11111111iiLM RE-DUIREJLMENT-9, AS RIMY ME NIEE.IDED. TO PROTECT ACMWXNT PROPERTIES Ato.a ; hAI.TLFL CAALLITY° Or THE RECENi11L7 E11SUNAAGE. RYISTE.M. -1: APPROVAL CPF TFK5 CFI 14 F ICE E X . ff UMS MW (MN3rFffV1f ASIF,I 4. n. i.iz �r, T I7:4I I'd CAE C)E 5j G%I . 5.QE NM LEI;XIMi OF PIIPE ,` Rrt 5 T R-C_ O,ONNELS. Olt STCORMWATER IfAICIL.ITIES 3 AN Y OE IIr' ATE FRIG SYSTEM M 4r-C ESMRY F M 71-111E C N OF ST DR Wi . `- I R F Alb-.. 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NEAM I NG AID} I r° IDLAL ESC :fEAS LJRE S , NIM 1REQtMFM13 I FA EDI A11E .IATTE NTIIION Ea -A- HE AADD RED VdTHIIIIN SEVEN I TI DAYS T EF THE ESC 6WIL CM 94,AC T r,' E' 4 K POPIECTW AND bNoWAINIM AT A MIN tII1K,ISII ° A4 MONTH OR IAA11I11)i 24 F STi fi I'NSKCTION i6WAITE S"L CKXXR MOM FIRMM T LY NECKP44D EY VILE ' �1 B-r'OR E COMM ENGENE4 , • F AW C41WT9L 1 AMA". CAT SAaP II WMRra PI[r19 THE CM STNJOAM PLIlkl+l 7116. N 0if.L BE PFKNIEMD FOR ALL 5TO11M DF9 WN I4:BTU DUW11SL0PE Alit}'I TTIHN GN FEET'(W A4IliISTURSED DR CDMEITRI,JC"TICI AJWAk. LP+ILESS THE FRRVDFF THAT ENTERS THE 14LJET WILL BE CCIRWE'r ED TO IA 9E}FAENT POND D •DR MP AIL L CALTCM SIN 160ERTS WAALL BE PIER COCAI L L )f IEIt9 PEDTSD AND REPLACED D AISF NECESSARY M ENSURE FIIAL.LY 1FkA@CTM fqr , CONDrrjcdq A . ,,r - 11 11 '1I'4AAL IN Im w U 11izN (LM-ct!0 ji3 oW T'M'IE cA rj6r,ITv rjIrmt CA5TCH I" I N BAIMAP AU CA tIDH NA4SW15 ANO C0+1f.-Yi% Ot L1F+�F11� 1 444L 1t 1 1. 11744 TID PAVING TIME CLILANIh1G • KRAT-011II ILL NOT Irk LIS.14 E-EI;IIAqEHT•LADEN IAMTER INTO TIE r REAM SYSTEM :•aL 'f - AT.DFJMATEjFt FACAlI'f LDCATI I N _I�Ea Ales NIL 5E ITLIIll: I'AS�i1 STALL ME i ED 1'WH THE I�EJSkRY E S A M SHALL I_ �: : 1=t f1LtUU.1 E 91�i7 LAGS. � IF THE QLLIIj=ikARY IFAICIL�I•'r IS T LJd1°FI4A.14I EL°Y LIJCTIOFII I AN1hlFit'T1 T11D1'y;JY9TEA11 IN ITS ANT STATE.1IFit I L:r�J1 uPALNT FACiLITY $I~{+kLL KI acum 13111101IND N I H1iiI 1MIL I *TT i A NrI sr* % Am AT LjA41 fmflft FNII AWvl TFh PftW OF 14§ F kAkrWAIIrkiaT E'III ou rY 11). A111111ASDEFOGNA1118DON THE. PI -AI, (94 NrAl IN&M ExignmG S TAT Ilk f AL I L I I E -, DR J* 91 E Bwft Qkmfm0W W&SL NOWIfxWK Pf IAA eLf PAYEmEhr ETC_F SMOLL 9E CLEARLY F D.AAkD PFIG•TECTM 11UNG E.SC dMPI TGAVDiL 3EUNiLNTAti1 sr.N #14E1 LOWAICT100114 [9i-IRIIING 2 RRK)R To THE IBEGIlI1F111NG OF THE VAFT SEA IOCTOOER I M° AL_L DtSTtMF AREAS SMALL EE iW TE D TO I ITiFY WIIFI" OW : :;.-Pil K 5ODDC-D OR SEEDED 04 PREPARATON FOR THE WINTER R DISTILANDAREM SWtL DL SC DOER OR SEECAE 0 WFTMN CIE'NWEK ,OF THE $E'er• V� b., .-'IF THE syET SEMIS+ Apq EmilpT OF THE 01M 10 IE $Off OR REF- AND NOM AF11AS1el HILL uAw urkr_E7vLf•ILb &4ALL RE &AIM1711ib TO TFff CIT'Y took 4-vwhw. 21 PR FDIR TD FINAL CEMTKUTHIN ACCEPTANCE THE PfRC.E ACT SrTE S'H AL L BE - A r- I F -1 '70. PREVENT 6EDRA NT4 AKNEN WATEIR FTIOM LEAV14G TK PFRGUECT S ITF ALL E Gam& WWL. F,E RebbD%W. ANDSTOMIIIIIIIIIIIIIATUR QQ NVFYA N SS•Y•STEw -- 4Q I UT IE EI . AIM ON-`IB� 1TE OLWS SHALL 10C REUTORL911I TO THEIR FMBL,L'1r'' F C0NDT" ALL MTURBED AREAS (>F THE PROACTlATE ) H, .-.', --%Ti: -� (>R OTFE E P 'IAOCHrLY !STAII19LL . AT A .AIM.. MTUROW AP;€IS AIL.L K SODDED OR SEED D MD MAC4110 TO EKWRIL rljL 1 •:1. 1 It.1+1. 00YER VftL ,0P! I' TLY AFTER FII+I!'hIL APPFOV& MuLCH Idol rolCm,1 SEk1MW.3 LS ACILQUATLL &.(W AFRLAS 1{F Be- LaItiAI08CAMO 800ft OCTOaLL j = I 22 ROCKERIES ARE CONSADERED TO BE .A IIIET 0'= SAM 19TAB411-VATIOPW AND IEROSIDN CONTROL RDCXER1E35,%HIAL1. NOT BE COINSTRILICTED TO SERVE AS RETAItha WALL,$ AIAL R EFR1E$ IN •PTY RfWkD I bF *1> $-QFJjNAV SHAI I K CQ44$TKJr_TF.P 04 :5TArNV iFR0% R ER1E!$ QVMM IF RCAD R K;HT IF -WA 1r ALL- BE C04TMjCTE0 R JAC�'r,�'.olr,,�tAW .. -• --E iNTEQNATm-jKAL 10111JI1111LONG CODE ��PUBLIC GV4Rl� b€PAATMEN Ef f e c t i v e Eng*meer*mg PLLC SURVEYED SCALE SURVEYED VERTICAL: NAVD 1988 SCALE HORIZONTAL: NAD 1983/1991 DESIGNED: CIVIL ENGINEERS DRAWN: DESIGNED 8627 NE 180th Street, Bothell, WA 98011 DRAWN DATUM ONE INCH Phone: (206) 303-7639 CHECKED AT FULL SCALE CHECKED IF NOT ONE INCH Email: admin@effectiveenaineerinapllc.com No. REVISION BY DATE APPR APPROVE APPROVED SCALE ACCORDINGLY\--w STANDARD PLAN NOTF.� EROSION AND SEDIMENT CONTROL 3/20/2023 C TY OF RENTON Planning/Building/Public Works Dept. STD. PM - 2. co C) C) O N X, LJ R-424806 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Go ssssssZ DEVELOPMENT ENGINEERING0 O yqi 11 /27/2023 w U Z w 0 DATE: DON_BORA_SFR_RESIDENCE 09-26-2022 0 --------- FIELDBOOK: — w --------- PAGE: DRAWING NO: TESC C 6 lL DETAILS SHEET: 6 F: —7 Cn J J w ❑ J Z w U_ m ❑ A TRUNCATED DOME SPACING SEE NOTE 3 WALKWAY CURB RAMP E — C �Z L f B t D TRUNCATED DOME SECTION O SEE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE MIN. MAX. A 1.60" 2.40" B 0.65" — C 0.45" 0 90" D 0.9" 1.40" E 0.2" 0.2" TRUNCATED DOME DETAILS W Y ❑ ¢ O m LANDING OFFSET SEE NOTE 7 WIDTH OF WALKWAY DETECTABLE WARNING SURFACE (DWS) SEE NOTE 3 BACK OF CURB SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN CURB AND LANDING s 5 FT. FROM BACK OF CURB) (SEE NOTE 5) CURB RAMP WALKWAY w Y LANDING w � m BACK OF CURB - SEE NOTE 2 SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN CURB AND LANDING > 5 FT. FROM BACK OF CURB) (SEE NOTE 5) WHEELCHAIR DIRECTION OF TRAVEL WALKWAY CURB RAMP, LANDING, CUT - THROUGH OR WALKWAY SEE TRUNCATED DOME DETAIL - THIS SHEET BACK OF CURB SEE NOTE 2 DETECTABLE WARNING SURFACE (DWS) SEE NOTE 3 2' - 0" MIN. TYP. OF ALL APPLICATIONS CURB AND GUTTER 1 LANDING, CUT -THROUGH OR WALKWAY DETECTABLE WARNING SURFACE DETAIL W1IIB71kI[ei 9I_1Nq BACK OF CURB SEE NOTE 2 WALKWAY CURB RAMP FLARE DETECTABLE WARNING SURFACE (DWS) SEE NOTE 3 WIDTH OF CURB RAMP 7TWIDTH OF PERPENDICULAR CURB RAMP WALKWAY (SEE NOTE 6) WIDTH OF CURB RAMP, LANDING, OR WALKWAY DETECTABLE WARNING SURFACE (DWS) SEE NOTE 3 DETECTABLE WARNING SURFACE (DWS) SEE NOTES 3 & 6 CURB RAMP CURB RAMP WALKWAY � LANDING WALKWAY DETECTABLE SURFA SEE NOT WIDTH OF CUT - THROUGH (TYP.) i NOTES 1. Permanent Detectable Warning Surfaces (DWS) shall extend the full width of the curb ramp, landing, or other roadway entrance as applicable. Exception: If the Manufacturer of the DWS requires a concrete border around the DWS, a variance of up to 2" (in) on each side of the DWS is permitted. 2. Permanent Detectable Warning Surfaces (DWS) shall be placed on a minimum 4" (in) thick concrete pad. The DWS panel shall be placed adjacent to the back of the curb and with no more than a 2" (in) gap between the DWS and the back of the curb measured at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS requires a concrete border around the DWS, a variance of up to 2" (in) from the back of the curb is permitted (measured at the leading corners of the DWS panel). 3. The rows of truncated domes shall be aligned to be parallel to the direction of travel, and perpendicular to the grade break at the back of curb. 4. If curb and gutter are not present, such as a shared -use path connection, the Detectable Warning Surface shall be placed at the pavement edge. 5. See Standard Plans for sidewalk and curb ramp details. 6. If a curb ramp is required, the location of the Detectable Warning Surface must be at the bottom of the ramp and within the required distance from the rail crossing. 7. When the grade break between the curb ramp and the landing is less than or equal to 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the bottom of the curb ramp directly above the grade break. 8. Glued or stick down Detectable Warning Surfaces are allowed only for temporary work zone applications. WIDTH OF CUT -THROUGH (TYP.) 2'- 0" MIN. RB 2'-0„ MIN. LEGEND DIRECTION OF TRAVEL ®F WASy1Z zm) Aug 30, 2021 ETECTABLE WARNING W N O 0 w I- Irr O m z O Lu U z 0 W rr ~I U W z I W I Y W FILED ADJUzILBpX I I FILED ADJUST SI 23N PLANT SCHEDULE TREES BOTANICAL / COMMON NAME IVI J 3 � i . _ 11 — A A -7 r- I ) TPA P QI 0nl SIZE g Colocedrus decurrens / Incense Cedar 6 Ht min Cornus kousa chinensis / Kousa Dogwood 2" Cal STREET TREE BOTANICAL / COMMON NAME SIZE ADJACENT RESIDENCE 2906 NE 5TH PL, RENTON, WA 98056 SS EASEMENT RECORDING # 20181212000868 LOT 1 PARCtL, jNO. 7227800630 7685 SQ.Ff-,, Z \\ SCALE: 1 " = 10' PLANT SCHEDULE Q7y GROUND COVERS BOTANICAL / COMMON NAME Turf Sod Drought Tolerant Fescue Blend I Q7Y Ouercus coccinea / Scarlet Oak 2"-2.5" Cal E345 I STREET TREES SHALL. BE CHOSEN FROM CITY OF RENTON APPROVED STREET TREE LIST FOUND IN THE CITY`S DIGITAL RECORDS LIBRARY AT WWW.RENTONWA.GOV. THIS SPECIES IS NOT CURRENTLY ON LIST. APPROVED OAKS INCLUDE SKINNY GENES OAK / QUERCUS X ALBA OR SWAMP WHITE OAK / QUERCUS BICOLOR \RED BY Root Of Design 206.41 I .g545 2020 Maltby Rd Ste 7, PMB 570 Bothe I I, WA 15021 www.rootofdes ign.com (0. SIZE QTY TREE DENSITY LOT #2 SIGNIFICANT TREES NEW TREES REQUIRED 5,602 SE 2.5 2 ® 211 GAL TREE STAKE ROOTBALL TRUNK TREE STAKE PLASTIC TREE TIES 2% WOOD STAKE, STAKES SHOULD BE LOCATED OUTSIDE OF ROOTBALL ROOT FLARE SHALL BE LOCATED ABOVE GROUND LINE 3" MULCH LAYER, KEEP AWAY FROM TREE TRUNK 3" WATER BASIN SCARIFY SIDE & BOTTOM OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION CONCRETE SIDEWALK RECOMPACT SUBGRADE TO PREVENT SETTLING NOTES: 1. TREE PIT SHALL NOT BE LESS 4. TREE STAKES PERPENDICULAR THAN (3) TIMES ROOT BALL DIA. TO THE PREVAILING WIND 2. CUT ALL TIES AND FOLD BACK BURLAP 5. PLANT TREES 2" HIGHER THAN FROM UPPER 1/3 OF ROOT BALL DEPTH GROWN IN NURSERY 3. REMOVE ALL PLASTIC AND TWINE TYPICAL DECIDUOUS TREE PLANTING DETAIL 2 W T_ W W ff m RETAINED TREES 0 Ln co J O COMPLIANT O coCD YES N U *10 GAUGE IYL H05E OINT5 :QUAL 5PACED P 7E OF MULCH TAKE no =5 OCCUR ,EA5, PROVIDE :H CIRCLE. TYPICAL EVERGREEN TREE PLANTING DETAIL NTS NTS MULCH TREE PIT MIN 5-0" LENGTH X CL NOTES: FULL PLANTING STRIP WIDTH BETWEEN 1. PLANTING INCLUDES REMOVAL OF CURB AND SIDEWALK (FOR PLANTING STAKES ONE YEAR AFTER INSTALLATION. STRIPS LESS THAN 6'-0" WIDE) OR 2. SHAPE SOIL SURFACE TO PROVIDE 3" PROVIDE 5-0"DIA MULCH RING FOR DIAM WATERING RING. PLANTING STRIPS WIDER THAN 6'-0". 3. TREE CLEARANCE SHALL BE PER STD PLAN NO 030. 4. SEE STD PLAN NO 424 FOR TREE PIT DETAIL. 5. ADJUST TREE TIES DURING STAKE TREE WITH (2) TREATED ESTABLISHMENT TO ALLOW ROOM FOR .@ 1" SLACK 2" LODGEPOLE PINE DOWLED GROWTH ( ) TREE STAKES (8'-0" LENGTH) 6. ROOT BARRIER REQUIRED ALONG EDGE LOOP EACH TIE AROUND HALF OF ROADWAY, CURB, DRIVEWAY, TRAIL, TREE LOOSELY TO PROVIDE 1" SIDEWALK, OR OTHER STRUCTURES SLACK FOR TRUNK GROWTH. WHERE ROOTBALL IS WITHIN TWO FEET; "CHAINLOCK" OR EQUAL TREE TIE PLACE VERTICAL ROOT BARRIER AS MATERIAL (1" SIZED) NAIL OR 2'-0" 11" 3' -6" MIN STAPLE TREE TIE MATERIAL TO SHOWN IN STANDARD PLANS 424A OR STAKE TO HOLD VERTICALLY. 424B UNLESS OTHERWISE INDICATED IN LOOP EACH TIE AROUND HALF THE CONTRACT OR DIRECTED BY THE TREE LOOSELY TO PROVIDE 1 " SLACK FOR TRUNK GROWTH. ENGINEER. SET TOP OF ROOT CROWN 2"-3" MULCH DEPTH 2 ABOVE ADJACENT CURB &SIDEWALK GRADE. (TAPERED AT TRUNK) 3" TO 4" HIGH WATERING RING (SEE NOTE 2) SIDEWALK 24" ROOT BARRIER AT CURB. 18" ROOT BARRIER AT SIDEWALK sod 725 sf ROUGHEN SIDES OF PLANTING — HOLE TO MAXIMIZE EXCAVATED AREA WITHOUT UNDERMINING ADJACENT PAVING/CURB ROOT BARRIER; PLACE AT EDGE —A OF PAVEMENT/SIDEWALK/ETC.; PLACE PRIOR TO PLACEMENT OF Yj\ �� NEW SIDEWALK OR CURB TO j�\ PREVENT UNDERMINING. TOP SOIL TYPE B, OR AS APPROVED BY ENGINEER. AIN WIDTH OF TREE PIT = 2 TIMES ROOTBALL DIAMETE OR 5-0", WHICHEVER IS GREATER REMOVE ALL WIRE, STRINGS, AND OTHER NON -BURLAP MATERIAL; AND REMOVE MULCH AREA TO BE CLEAR OF GRASS, WEEDS, ETC. TO BURLAP FROM TOP 2/3 OF REDUCE COMPETITION WITH TREE ROOTS ROOTBALL. �1 DECIDUOUS TREE PLANTING IN PLANTING STRIP NTS I CHANGE TO PLANTER STRIP ELK 5.5.23 1 SURVEYED: 2 CHAN6E TO PLANTER STRIP ELK 10.II. 5 DESIGNED: 5 REMOVED RETAINING WALL DA 11.12. 3 DRAWN: CHECKED: NO. I REVISION I BY I DATE I APPR I APPROVED: SCALE: V=10'4' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M I RILL rI I ULr In = ROOTBALL DEPTH (MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION). DRIVE STAKES 6" TO '-0" INTO UNDISTURBED SOIL BELOW ROOTBALL. DRIVE STAKE AT ROOTBALL EDGE (TYP) (SEE NOTE 1) UNDISTURBED SUBGRADE (PROVIDES FIRM BASE SO THAT ROOTBALL WILL NOT SINK. CITY OF RENTON Planning/Building/Public Works Dept. a R-424807 °C 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS m CURRENT PLANNING A046 MHerrera 11/16/2023 ' DON_BORA_SFR_RESIDENCE z O 0 w 0 z LLI 0 DATE: 03-20-2023 U) FIELDBOOK: W PAGE: DRAWING NO: C-7 LL SHEET: OF: 7 OF-7