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HomeMy WebLinkAboutzS-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_ 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