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HomeMy WebLinkAboutzS-4027SetO i 0 W I- A PORTION OF THE NW 1/4 iOF SECTION 19, TOWNSHIP 23 NORTH, RANGE 05 EAST, Wi M., KING COUNTY, WASHINGTON TYPE II _ � RIM=20.31 I IE=14.71, 12"CMP E IE=14.52, 12"CMP(N) / Ss IE=14.66, 12"CMP(V" ss I � IE=14.52 12" PVC SDR 35 S - I Ss So � so - SS STORM CATCH BASIN o TYPE II I so _ RIM=18.98 I I A��� 1 ss so so ' - cn o IE=14.98, 12"CMP(W) N _ ' / SD _ - I E=15.18, 12 "CMP(E) 11 J - so - o SS �•1 � `� I 0 j 1 I / SS SS �ss ' SD _ S � sD (� � ' I v I SS � SS SD � SD SD z L ' ss 8 so \ g _ I ' Ss T _ \ � - I ISS (15000' PLAT) SD -SD ' � / i�/ __'// i'-� \ 4 SS SD 1 / ' ' � ��+, I' I /SS' -SDIJ� Q J SS SS LSD I SO n I ' SS SD Q - /SS -SD SD SS 0 L--- s5 sD 0 so Q - /ss � -so A� __- ___- _-_- _-- ��/ �- � \'� // J I I I SS / 0 / SS so sD ILL, SS so __--so ILL, SS / ss so so - - _ _ - - - _ - 1 \ I // / i I io _� - I� 1 \ I / so SO 05 x�` FILTERRA 02 \ \ `\ \ I x Itl (PRIVATE) \ 1 \ Sb\ SEE GRADING AND STORM 1 1 SID �g5 DRAINAGE PLAN (PRIVATE) S I II LL- 1 x� ° S x T6. g 6 \ SD to I Il�bl I I l\ I 2� x� SD D 11 I CB 01, TYYPE 1 /�\ \\I �I II v \ I (PRIVATE) SD RIM-X9.90 17��N 33404 805 IE�15.23 8" E x 2 �� 15.23 8" W / ` / I cv �/ I SD \ 1 g _ - - - IE=14.90 12" S FILTERRA 01 ` \ 1 x tig _ . - IE=14.90 12" N \? I I g1 1 - ,' j W/ SOLID LOCKING LID PRIVATE o I I I _ \ SEE GRADING AND STORM � L - x - - - - - - -1 _ 29 -28' -.DRAINAGE PLAN (PRIVATE) - _ _ _ _ -� wI of I I I I ���'Lo I __ 1 ---- -o _- L--- 20 I 25 \ NI I I I I \�� N I 1----- / x NI I I I I �� � -26 CD x \--\ \ II I I I II I 6 _25 Ix� / -- I I I►I rk III TPN 3340404785 I I I I I I I � \� \ � /3 �� X-� I x ° 1 \ A�\ //vQi /z I CB 02, TYPE 1 \ I I 2- I I RPM= ZTE)�): IIY I I 20 \_ ��\ 1 / �,�� - 2 8" S _-'� \ � I �J Ll, 71)3 x -A\ 1 x �3 W/ SOLID LOCKING LID AND CONCRETE COLLAR PER _ 21_ - - / 20 0, i g DETAIL 6/C3.4 _ I _---------22----xll�' I - gP 20.58 I\ 1 - _ , , _ PROPOSED ROW \ 0�\I\ 14.5' RIGHT OF -WAY Ix EXISTING ROW _ 1- DIC-ATION - g 5 I �, I I \I - 20.34 _ 6 - § 4 1 1 0 0.36 \ �PP , S - I 20.47 1_ 1 L 20.45 2b. 5 _ _ - - ' 20.01 S=0.81% (PUBLIC l 2p 2027. 20 I 17 -w__- - I - I G=LU.15 oHP" FL=19.65 o _w--- 1 --w- _w- X1,w -_w-- - _w- 20.38 N TC=19.86 � - P FL=19.36 w M�20 30 B% 5 ° FL=19.60 \- L, TC=20.13 N FL=19.63 O-A845 �1295760.59 EL "'MG NAIL I 19.4t N: 174009.87 MATCH E. 1295760.62 EXIST. ELEV.• 19.34 TC=19.99 S I• TC=19.59 FL=19.49 w 2 H FL=19.51 ILTERRA 03 S' HIV . 19.7t - w - " w (PUBLIC) so - 0 STORM CATCH BASIN o TYPE I RIM=19.86 IE=15.56, 12"CMP(W) IE=15.66, 12"CPP(E) IE=15.66, 12"CMP(S) APPROX. LOCATION o OF RECORD STRUCTURt NOT LOCATED FOR THIS SURVEY I � I 19.8f MATCH EXIST. 20.1 f MATCH EXIST. TPN 3340404705 I F. U) U) U) 0 jl 1g STORM CA TC1-' IA-1 RIM=19.67 IE=16.32, 24 cMr iv r �c - I E=16.52, 8 "CPP, S 1 _ x X 9 x 1g 1g 1 _ p - �E T. B. M. x1g5� _oHP-- MAG NAIL N: 174051.16 E.1295963.40 o ELEV.19.80 55 b w -ea _ w-- _w-- w / o / x°. - w RIM=19.86 I IE=15.82, 12" N 1y -� NORTH I 2 p�Q, I X "\ 19.6t pie MATCH EXIST. �5 • Call 811 • ® two business days before you dig WIFIN HORIZONTAL SCALE: 1 =10 GRADING AND STORM DRAINAGE PLAN (PUBLIC) 10 0 10 20 SCALE: 1"=10' SURVEYED: SCALE: VERHORIZONTAL:TICA• NAD D 1988 991 ' DESIGNED: AS NOTEDFRI C TY OF KH LEGEND PROPOSED FEATURES- ■ TYPE 1 CATCH BASIN SD STORM DRAIN PIPE 20 CONTOUR - BP - ELECTRICAL CONDUIT FOR FUTURE USE 20.05 SPOT ELEVATION TC TOP OF CURB BC BOTTOM OF CURB o FILTERRA GENERAL NOTES 1. SEE SHEET C0.1 FOR SURVEY INFORMATION. 2. SEE SHEET C3.2 FOR GENERAL GRADING AND DRAINAGE NOTES. 3. ALL RADII DIMENSIONS ARE TO THE FACE OF THE CURB/FLOWLINE, UNLESS OTHERWISE NOTED. 4. COORDINATE WITH HORIZONTAL CONTROL/SITE/PAVING PLAN, SHEET C2.1. KEY NOTES FILTERRA UNIT TO BE INSTALLED PER DETAILS 01 /C3.3 AND 02/C3.3. 2� MATCH ELEVATION OF EXISTING ASPHALT PAVEMENT PER 03/C2.4. :� TYPE 1 CATCH BASIN PER CITY OF RENTON STD PLAN 200.00 (DETAIL 01/C3.4) WITH FRAME PER STD PLAN 204.00 (DETAIL 02/C3.4) AND SOLID COVER PER STD PLAN 204.10 (DETAIL 03/C3.4). 4�152LF PROPOSED 6" PVC ELECTRICAL CONDUIT FOR FUTURE USE BY PSE. CAP BOTH ENDS. PROVIDE 3' MINIMUM COVER. SEE PSE JOINT TRENCH DETAIL (DETAIL 5/C3.4) FOR CONDUIT TRENCHING AND BACKFILL. :� 152LF PROPOSED 2" PVC ELECTRICAL CONDUIT FOR FUTURE USE BY CITY OF RENTON TRANSPORTATION. CAP BOTH ENDS. PROVIDE 3' MINIMUM COVER. SEE PSE JOINT TRENCH DETAIL (DETAIL 5/C3.4) FOR CONDUIT TRENCHING AND BACKFILL. INSTALL STORM DRAIN PIPE PER CITY OF RENTON STD PLAN 220.10 AND STD PLAN 220.20 (DETAILS 03/C3.3 AND 04/C3.3, RESPECTIVELY). PIPE LENGTH, DIAMETER, TYPE, AND SLOPE AS NOTED PER PLAN. :INSTALL FOUNDATION AND BACKFILL AT PROPOSED STRUCTURE PER DETAIL 04/C3.4. CONNECT INTO EXISTING STRUCTURE. SITTS & HILL ENGINEERS, INC. CIVIL ■ STRUCTURAL ■ SURVEYING 4815 CENTER STREET TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-0153 http://www.sittshill.com/ Project No.: 17668 Project Mgr.: KH Proj. Engineer: MBK Proj. Drafter: JMW R-402715 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 0 SURFACE WATER UTILITY bbannwarth 11 /13/2018 rstraka 11 /13/2018 WSADA PARKING LOT DATE: DRAWN: RENT 0 N PAGE: JMW ONE INCH DATUM � DRAWING N0: CHECKED: AT FULL SCALE Planning/Building/Public works Dept. GRADING AND STORM DRAINAGE AND COMPOSITE UTILITY PLAN C3. 1 MBK IF NOT ONE INCH N O . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY (PUBLIC) SHEET: 1 5 OF: KH LO O 00 T LJ W co O O i 06 O J 0 z LL a Ir) U/ bOCU$igtt EcavelopE I0.6EECF= 61602A4E4A-e- 36-:A37VAA62,M Vow (rnETlV-00 lIMtEECF 6-fi0V 4E4AJB436,A3 7AA63887,8 DocuSign€mv6I*0-Wlb: 6E€CF586=602A4E414JM 'AI&17AA636675 OR DIAMETER N I O 0 W I— O �J'RJ V Z rr < n Q 97 :.i�o'e4 e� ��PIPE 14LIQ1HA1�iCES PIPS, MATERM �Iaaxl�Ql� - naSIDE_ �IAME7ER'. CONCRETE D.r+gPE�k �D,S:20:. ,xS71^Lc 20 L5_'¢6_J_SPIC'A'I1�{4 t`€314AL PYC: I spa.=sREc 1 (2�; -;JgRRty�.oTEO;POiL-E Y♦'ENE 'FARMI, SE"Ek - ACCEPT BLEAALTERhiATIVES QIOE REB} i IiQWN 1UV SHE PRt�A$7i6A5E SECTION ;FIBERS (EI:AC�i11N� ACCORDANCE" W ITH'STANDARD:ISPECIFICATION '9=05;60rSJJJpR WIRE"MESH HAVING A'MINIMUM-AREA OF 412 SQUARE INCHES P,ERFOOT:SHALL18E USED WITH THEIR NIMUM REOUIRED REAAR-$HQYVr4 iN THE ALTERNATME RR SECTK)11 W11 MES}1'.. SHALL NOT 8E PLACED I', THE KNpCKQUT5:.J15'AN' ACCEPTABLE AI RNATIVE TO THE E9 kO�k�J.iT4: THE RECTANGULAR AOT45T ME7iIT S CTI N, WIRE- HAVINGAIAINIMkIMAREA OFb126 UAAEINCHESPER, E007 Mki`-iEEMEV 2 THE KNOCKOUT 01AMETER $HAL -1 0T BE GREATER THANZD'L:KNOCKOUTS SI LHAVEAWALi YHICK�j bF 2 MINIMUlJM 70 2 6" IMAXIM : PROVIDE A 11.51 MINIMUM=BTE0WEEN,THE NMOCPCW WALL I;ND--�HE'. OUTSIDE OF, THE PIPErAF7ER THE PIPFJ7C$JNSTALLE© .FILLTHE-GAFWITHJOINTMORTAR.IN ISCOTCIANCE WITr. STANDARD -5-U3-. 1: THEM MUMIDEPTNfRDM iI E�If 5HE6.GRi%DE?6' THEL STETP, ''.5FIE 4 THEFRAMAftlCi�RA'fEiMi�.ST10 i1NSTAL6E 'NI�T;HT Fy' FLANGE DOWN S. THE PRECAST 3ASE SECTIORlyIAYiAAVE A ROUF�ED_ _ FLOOR, AND THE WALLS MAY BE$LOPEDAT1ti'RATE;QP TH 24V OR STEEPER. s. TnEoPELsri..EEaf�7nEa4P -PRECAS'G IBASE `Crtot+h bVIffiK Z. ALi PICKUP+HOLES SHALL iRE IGROUT€D FULi�A R-ERINIE IwLET_ 6EEN PLACED-178E GRGDT TNPE zTC11 NON SHRINK APPLICATIONS IN ACCORDANCE WIT. i1gTANDARD SPECIFiCAT" 9 20'". FOE 1i-GRADE RING5+4ND CA5'[gVCa$513A4L-�B€SE?dNJ MORTAR IN ACCOROANCE,WITH STANDARD' ISPEGIFJCATaON %04.3: THENJ�PPLY,MORTAR, VTl51N' MDR, Mn OUTSIDE OF ALLAOINTBIRPHOS: RISERSI.iOt 7 (FRAMES [ ! NORTA.All BE MI%EQAND APP IEDPEij. MANUFAOT,URER 5 DERECT�ONS `OF (FRAME SHALL BE-ADJUSTE�FO �AVEfrSENy �"iRADE Rr' 11APPING UNTILFRAME IS FLU8H VWTH PAVEMENT AS., :DETERMINED WYTH-A-STRAfGHTEDGE OF SUFFICIENT JENGTH, IS 51AALLBE-MIN- UPON GOMPLEwow A LTERN'ATFyt 0R6CAsrAsASE :9ECTFON; _ IwscaFimur. ut-cr4]' .0�9MYJliy FS N-GTTIQ` cfA NTSi p,uBucwaRxS CATCH BASIN TYPE -1 f A r- DEPARTMENT ` -AZ i PRECfAST 1BA8� iSEtTFON CATCH BASIN TYPE 1 SCALE: N.T.S. Back -nit for In Condit- The backfiil layer shall he soil that is free from c)nstruction debris, glass, sharp rocks, frozen clods, and rocks larger than 8" in diameter, Excavated Dirt Pile 32" Typlcai (Power. Gas. 2+4" miln Final Grade Phone & Cable) To Enevated Dirt Plle 24" Min 12" Min 12" Min to ', Separ'atiarr Separation I 36" Max Cover 3X 12" Min Separation Sackilil for Oonduh Free of rocks larger Man 3" in diameter 36" M111`41MUM COVER IN FLIGHT OF WAY Gas Service LirGe - —TV %1� T> EfMde Service Cable in CronduI1 in Condilil 3" Schedule 40 Grey PVC Schedule 40 Yellow PVC ,JOINT TRENCH DETAIL Joint Service Line in Conduit (NTS) NOTES: 1. COORDINATE WITH PSE FOR SIZE OF CONDUIT FOR FUTURE POWER USE. 2. CONDUITS IN PUBLIC RIGHT OF WAY SHALL BE INSTALLED WITH 36" MINIMUM COVER. DRY UTILITY TRENCH SECTION SCALE: N.T.S. 45 ,AI BOCPDOWN HOLE I�TYP -SIB� - 11NC,'SEEOETAIi-AND O I TOP 4< -001 4. Lrre1< - ft/e (/ 'THIS�FRATi+fE3S DESTGNED TO,ADCCA71M0➢iST�£�0` ,2a-GriA3l;sonaDal7ERs,' jI a CSEESTi1MDARDPLANS'244.74112O9424.244'�9:'ANBP394A01 �N!h1�AfiA04i,4ii�L`i[$3i€OHIAEE110NSAU-FFES..RiRAtoS._ _ RS'' LIESSI07HEf!SREDfFIrypp:IP,ROVI6J �!'klgL4r '�N_�1?,i��___. FOAM! rt NER7ICAF 1 M Ail(,MED.W1$1. E GRTE #1I2-DER sI 5 I� - ,' 1'HEF� 1�1Sf44J..UACC-. 'TH S[8':'1.1117C z.2:.WLLEN' EADCAPSOREW Y IBEINGTAPAEOIOR*Tfl APPROVE6-ME6FIANr.M.'LQCATION.oF -- �BCLI-VUVW TPIULE v1ffT1€SET-IGf CrFACTc7RER jR'E O;STiA1'jpAR(I�4PEClF/CAa1QF7 ',06.1512[FIJR+tW{OITIONAi IRE GiIR_E_IMTS., RECTANGULAR FRAME SCALE: N.T.S. 3000 PSI CONCRETE, FORM WITH PLYWOOD 01 2x LUMBER TO ACHIEVE CONCRETE COLLAR, PROVIDE TROWELED EDG TOOLED CONTROL JOINT (TYP.) FINISH GRADE (VARIES) RECTANGULAR FRAME PLAN 12" 1 12" -#4 REBAR (CENTERED) 4 CONCRETE COLLAR FOR TYPE 1 CB DETAIL SCALE: N.T.S. • Call 811 • a two business days before you dig NO. BHERWISE NOTED. DRAWING IS HDT TO EERIE IP, STD. PLAN • 204.00 ,2018 I G AZ REVISION PROVIDE A LIGHT BROOM FINISH WITH 4" SHINER AROUND PERIMETER. PROVIDE 1 /2" ROUNDED CORNER (TYP.) "T 4 9�9 ecbwr .boom fSL'&T-arml-, d SEE NOTE 11 --- SECTION '8 -I'-OWN'CAPABILR'YIS'REt�kIfRELfbNLArFi�AME3- fGRATES, AN6DOVERS, IiNGESS_PTHERWISESP,ECIF ,, PROV10E TWO HOLES (N KHE (FRAME THAT ARE i -RT CALL'�ALIGN r. 7 R 1a� I EnwITH H� GRA � p� cove OW 'THE FRAME SHALL ACCEPT THE"578 1,11 INC K 2 ALLEM, :HEAD CAP SORE W Ev BEING TAPPED 1�R OTHER APPROVE& MEC HANISM LOCATION OF JBQ0 TFp, ._-__l; 5_ VARIE S BY N1AN UFACTURER, L2: 17y4TERNATI VE j$EINFORCINi, DESIGNSARE A=97AELE_W EU OF -THE Re ESIGN M R47FERTNO �7AflD�FD EP 4FlC IrT48fl d65_.T'k€2}F R, rAfl01TIONAL'R@QUIR@MENTS: ( (FOR FRAME DETgILS,ISLEpR',/,Of REHTQ17 PjTANDARff � LIAhA204 00- . " r; OEPAftTIAENT RECTANGULAR SOLID METAL COVER RECTANGULAR SOLID METAL COVER SCALE: N.T.S. GAZ 4s. cEw'a.w ,DArE UTILITY STRUCTURE z -1 I 2' — SUBGRADE 2' FIRM SOFT FOUNDATION FOUNDATION CONDITION CONDITION STRUCTURE + 4'-0" TRENCH EXCAVATION LIMITS �— PER OSHA/WISHA (TYP) FINAL IMPORT STRUCTURAL BACKFILL PER SECTION REQUIREMENTS. PIPE ZONE BACKFILL FLOW PER SECTION REQUIREMENTS. STRUCTURE BEDDING. COURSE PER SECTION REQUIREMENTS. FOUNDATION LEVEL AUTHORIZED TRENCH FOUNDATION OVEREXCAVATION AND BACKFILL, SEE NOTE 1. STRUCTURE ADAPTER (TYP) NOTE 1. AUTHORIZED OVEREXCAVATION WORK, DISPOSAL OF OVEREXCAVATED SOILS AND INSTALLATION OF AUTHORIZED OVEREXCAVATION TRENCH FOUNDATION BACKFILL MATERIALS SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER AND AUTHORIZED BY THE OWNER. STORM DRAIN SYSTEM TYPICAL UTILITY STRUCTURE CV^ A\/A'rl^kl n A ^VCII I nr!!!!M lkl^ A AIM C^l lKlM A-rl^kl SCALE: N.T.S. SITTS & HILL ENGINEERS, INC. CIVIL ■ STRUCTURAL ■ SURVEYING 4815 CENTER STREET TACOMA, WA. 98409 PHONE: (253) 474-9449 FAX: (253) 474-0153 http://www.sittshill.com/ Project No.: 17668 Project Mgr.: KH Proj. Engineer: MBK Proj. Drafter: JMW u C) W T o] �J O O O 06 rr In R-402718 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING AoftkW� SURFACE WATER UTILITY + bbannwarth 11 /13/2018 r rstraka 11 /13/2018 O J SURVEYED: SCALE: DATE: VERTICAL: NAVD • WSADA PARKING LOT z DESIGNED: AS NOTED HORIZONTAL: NAD 1983/183/1991 C T Y OF FIELDBOOK: KH R) DRAWN: RENTON PAGE: /// JMW ONE INCH DATUM DRAWING NO: �J CHECKED: BK AT FULL SCALE Planning/Building/Public works Dept. GRADING, STORM DRAINAGE, AND UTILITY DETAILS C3.4 I0- BY DATE APPR KH IF NOT ONE INCH (PRIVATE &PUBLIC) 18 25 Q APPROVED: SCALE ACCORDINGLY SHEET: OF: a