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Home My WebLink AboutApproved - Civil PlansSITE 05-YD COVER SHEET G0 G0 PERMIT SUBMITTALTED-40-4137BOEING COMMERCIAL AIRPLANES PROJECT LOCATION VICINITY MAP PROJECT SITE LEGAL DESCRIPTIONLEGAL DESCRIPTION HORIZONTAL & VERTICAL DATUM GALVANIZATION NOTE PROJECT SUMMARY CITY OF RENTON PERMIT NUMBER APRON A - SITE STORMWATER IMPROVEMENTS PROJECT LOCATION PROJECT TEAM R-413701 DEVELOPMENT ENGINEERING jchavez 05/05/2021 PERMIT SUBMITTALTED-40-4137SITE 05-YD KEY SHEET-SITE G1 G1 R-413702 SITE 05-YD INDEX-SITE G2 G2 PERMIT SUBMITTALTED-40-4137DRAWING INDEX DRAWING NUMBER SHEET SEQUENCE NUMBER REV DRAWING TITLE STRUCTURAL                     ELECTRICAL                                                                                                   GALVANIZATION NOTE  DRAWING INDEX DRAWING NUMBER SHEET SEQUENCE NUMBER REV DRAWING TITLE GENERAL                CIVIL                                                                                                                                                                                  R-413703 SITE 05-YD CIVIL GENERAL NOTES C2 C1 PERMIT SUBMITTALTED-40-4137GALVANIZATION NOTE R-413704 DEVELOPMENT ENGINEERING jchavez 05/05/2021 SITE 05-YD CIVIL NOTES C3 C2 “” GALVANIZATION NOTE · · · · · PERMIT SUBMITTAL R-413705TED-40-4137DEVELOPMENT ENGINEERING jchavez 05/05/2021 STOPPERMIT SUBMITTALTED-40-4137NORTH BOEING FIELD CONSTRUCTION PHASING & STAGING PLAN C4 C3 R-413706 r-("') """" I """" I 0 UJ I- w :::r:: (/) Al Mi iGiii �- D 1 BLDG 5-108 LEGEND -x- -□- -o- I + f PHASE 1 DEWATERING FACILI TY FOO/SECURI TY FENCE LOW PROFILE FOO BARRIER CONSTRUC TION FENCE CONSTRUC TION GATE WORK AREA CON TRACTOR STAGING AREA CON TRACTOR HAUL ROUTE ♦■■■♦ BOEING VEHICLE ROUTE SYM - - - -PROPERTY LEASE BOUNDARY ----- ]1------1[ ---- CONSTRUC TION PHASE AREAS DEWA TERI NG PIPE RAMP DEWA TERI NG DISCHARGE HOSE DEWA TERI NG PIPE LINE CON TROL POIN T FLAGGER BARRICADES R�SION ORIG 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT -CITY OF RENTON PERMIT REVIEW COMMENTS -APRON A Cl PROJECT -SITE DCN-01 -APRON A Cl PROJECT -SITE DCN-02 -APRON A Cl PROJECT -SITE DCN-03 BY RT RT RT RT RT 1.THE CONTRACTOR SHALL NOT UTILIZE THE BRIDGE OR AIRPORT ACCESS GATE WITHOUT PRIORAUTHORIZATION FROM BOEING SECURllY AND UNDER SECURllY SUPERVISION. 2.CONTRACTOR SHALL SECURE THE WORK AREA WITH FOD/SECURllY FENCE FOR THE DURATION OFCONSTRUCTION. SECURllY FENCING SHALL BE IN PLACE PRIOR TO REMOVAL OF EXISTING SECURllYFENCING 3.THE CONTRACTOR SHALL NOT IMPACT STALL OPERATIONS AT ANY TIME DURING CONSTRUCTION. IF STALLIMPACTS ARE REQUIRED THE CONTRACTOR SHALL COORDINATE WITH THE BOEING PROJECT MANAGER AMINIMUM OF 1 WEEK PRIOR TO NEEDING TO IMPACT OPERATIONS OR ACCESS THE STALL. 4.APRON D BRIDGE ACCESS SHALL BE MAINTAINED AT ALL TIMES. 5.THE TOWPATH FOR APRON D SHALL BE MAINTAINED AT ALL TIMES. 6.BOEING VEHICLE AND EMPLOYEE ACCESS TO BE PROVIDED THROUGH THE SITE AT ALL TIMES. UNLESSSHOWN IN THESE DOCUMENTS THE CONTRACTOR SHALL PROVIDE ACCESS PLANS THROUGH THECONSTRUCTION PLANS AS REQUESTED BY THE BOEING PROJECT MANAGER. 7.MAINTAIN ACCESS TO THE 05-43 BUILDING (RESTROOMS) AT ALL TIMES DURING CONSTRUCTION. 8.FLAGGERS SHALL BE PROVIDED AT ALL CONSTRUCTION GATES AT ALL TIMES WHEN GATES AREUNLOCKED. ALL CONSTRUCTION GATES SHALL BE LOCKED AND SECURED OUTSIDE OF WORK HOURS. 9.METAL TRACKED EQUIPMENT SHALL NOT BE USED ON ASPHALT PAVEMENTS ON THE AIRPORT. ALLEQUIPMENT USED ON WITHIN THE SECURllY FENCING ON THE AIRPORT SHALL UTILIZE RUBBER TRACKSOR TIRES. THE CONTRACTOR SHALL REPLACE OR REPAIR ALL ASPHALT PAVEMENT ON THE PROJECTSITE DAMAGED BY CONSTRUCTION ACTIVITIES OUTSIDE OF WORK SHOW IN THESE DOCUMENTS ASDIRECTED BY THE BOEING CONSTRUCTION MANAGER. APPROVED TWN TWN TWN TWN TWN DATE 04.13.16 SYM REVISION -APRON A Cl PROJECT -SITE DCN-06 05.23.16 -RECORD DRAWING -737 MAX FLIGHTLINE UTILITIES 06.13.16 -APRON A SITE STORMWATER IMPROVEMENTS-30% 07.19.16 -APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC 08.05.16 -APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS BY APPROVED DATE RT TWN 09.27.16 RT TWN 10.28.16 RT TWN 01.17.18 RT TWN 07.14.20 RT TWN 09.29.20 f-- CONTROL POINT (CP) TABLE POINT DISCRIPTION 204 205 206 207 209 210 211 212 213 214 215 216 217 219 16420 NORTHING EASTING DESCRIPTION 181684.37 1299247.98 Z SCRIBE SET 181732.81 1299493.60 Z PKW DC 181358.63 1299557.54 Z PKW DC 181479.81 1299449.72 Z PKW SET 181406.82 1299484.22 Z PKW SET 181005.45 1299667.39 Z HM SET 181562.50 1299510.39 Z PKW SET 180996.51 1299512.17 Z PKW SET 181026.79 1299435.21 Z SET SCRIBE 181336.47 1299433.08 Z SET PKW 181528.67 1299421.51 Z SET PKW 181178.46 1299456.61 Z MAG SET 180985.90 1299456.85 Z MAG SET 181686.28 1299222.06 Z MAG SET 181740.53 1299491.91 Z FND PKW DHA-63 PERMIT SUBMITTAL DESIGN BY _,D=O_,__,_,WL�--DATE 09.29.20 1.UNLESS OTHERWISE APPROVED BY THE BOEING PROJECT MANAGER THE CONTRACTOR SHALL ONLY HAVE CONSTRUCTION ACTIVITIES, EQUIPMENT, MATERIAL OR PERSONNEL IN ONE PHASE AREA IDENTIFIED WITHIN THESE PLANS AT ANY ONE TIME. 2.THE CONTRACTOR MAY BE REQUIRED TO OPEN UP A PORTION OR ALL OF ANY CONSTRUCTION PHASING AREA AT THE DIRECT OF THE BOEING PROJECT MANAGER AS NEEDED TO MAINTAIN BOEING SITE OPERATIONS. 3.IT IS ANTICIPATED THAT CONSTRUCTION ACTIVITIES WITHIN PHASE 1 AND PHASE 2 AND PHASE 4 AND PHASE 5 COULD HAPPEN CONCURRENTLY. WORK IN PHASE 2 AND PHASE 3 SHALL NOT OCCUR CONCURRENTLY. NO WORK SHALL START IN A NEW PHASE OR PAIR OF PHASES OR IN ANY AREA OUTSIDE OF THE ACTIVE WORK AREA UNTIL ALL WORK IS COMPLETED IN THE CURRENT PHASE/WORK AREA AND THE PHASE/WORK AREA IS RETURNED TO ACTIVE BOEING STATUS UNLESS OTHERWISE APPROVED IN WRITING BY BOEING. 4.CONTRACTOR STAGING FOR WORK WITHIN PHASE 1 & 2 SHALL OCCUR IN THE PHASE 2 CONTRACTOR STAGING AREA. CONTRACTOR STAGING FOR WORK WITHIN PHASES 3, 4 & 5 SHALL OCCUR WITHIN PHASE 3 CONTRACTOR STAGING AREA UNLESS OTHERWISE APPROVED BY BOEING CONSTRUCTION MANAGER. 5.THE DEWATERING FACILITIES AND PIPELINE LOCATIONS SHOWN ARE RECOMMENDED OPTIONS. THE CONTRACTOR SHALL PROVIDE FOR REVIEW AND APPROVAL OF THESE DEWATERING PLANS. 6.DEWATERING PIPELINES SHALL BE RIDGED WATER TIGHT GLUED OR FUSED PRESSURE RATED PVC OR HOPE PIPE. 7.THE CONTRACTOR SHALL PROVIDE TRAFFIC RATED VEHICULAR RAMPS AS NEEDED TO PROTECT DEWATERING PIPELINES. 8.DEWATERING DISCHARGE HOSES SHALL HAVE WATER TIGHT CORRECTIONS AND SHALL ONLY BE IN PLACE DURING ACTIVE DISCHARGE AND SHALL BE REMOVED AS NEEDED AND DIRECTED BY BOEING CONSTRUCTION MANAGER TO MAINTAIN AIRPLANE AND VEHICULAR TRAFFIC ACROSS THE BRIDGE AND MAINTAIN PEDESTRIAN ACCESS ALONG THE TRAIL. 9.CONSTRUCTION ACTIVITIES WITHIN PHASE 1 AND PHASE 5 SHALL BE COORDINATED WITH BOEING CONSTRUCTION MANAGER TO MAINTAIN STALL AND PAINT HANGAR ACCESS AT ALL TIMES. 10.LOW PROFILE BARRICADES SHALL BE PLACED BETWEEN THE WORK AREAS WITHIN PHASES 4-5 AND TAXIWAY B OUTSIDE OF WORK HOURS. BARRICADES SHALL BE IN PLACE UNTIL PAVEMENT WITHIN THOSE WORK AREAS IS REOPENED FOR TRAFFIC AND ALL EQUIPMENT AND MATERIALS OR REMOVED OR AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER. DRAWN DATE SUBTITLE R-413707 ACCEPTABILITY R.TEMPLADO 09.29.20 THIS DESIGN AND/OR CHECKED CONSTRUCTION PHASING & STAGING PLAN �OWL CURRENT REVISION SYMBOL W3689354 SPECIFICATION IS APPROVED T. NEU 09.29.20 1---...::::...::==_:;:...:.::..:..:.::.;.::::..._---tCl'IGll'lrrl<--I-ITilli�Ai,i:;;:;;:;-.---;::;:,;:---;::,:;:;-;:;-;,;.;,:;:;=;:,,-.-.-;:;;;;;:;;,n,r=�;;;:;,-;:c,;-:,-;�---j SHEET TITLE APRON A-SITE STORMWATER IMPROVEMENTS (STALLS A3-A7) APPROVED BY DEPT. DATE T. NEU 09.29.20 DATE 09.29.20 SEQUENCE NO. r{)-IID.EIND" CHECKED D.MURATA 09.29.20 NORTH BOEING FIELD en 1-----------+--------l cs C4 0.tfAL APPROVED CIVIL MASTER 1-cc=�------�-------1 0.. RENTON, WA DWG NO. 05-APRON-A-CS NORTH BOEING FIELD CONSTRUCTION PHASING & STAGING PLAN C6 C5 PERMIT SUBMITTALTED-40-4137R-413708 STOPC81 SITE 05-YD CIVIL SITE & TESC PLAN C81 C6 GALVANIZATION NOTE PERMIT SUBMITTALTED-40-4137R-413709 PERMIT SUBMITTALTED-40-413710' MAX. (TYP) RENTON SITE TESC DETAILS C82 C7 R-413710 DEVELOPMENT ENGINEERING jchavez 05/05/2021 STOPC150 C151C152C153 PERMIT SUBMITTALTED-40-4137SITE 05-YD GRADING PLAN C151 C8 R-413711 STOPC150 C151C152C153 PERMIT SUBMITTALTED-40-4137SITE 05-YD GRADING PLAN C152 C9 R-413712 STOPC150 C151C152C153 PERMIT SUBMITTALTED-40-4137SITE 05-YD GRADING PLAN C153 C10 R-413713 3C5021 C502 1 C5021C511 STOPC220 C221C222C223 PERMIT SUBMITTALTED-40-4137SITE 05-YD PAVING PLAN C221 C11 R-413714 3C5023C5021C511STOPC220 C221C222C223 PERMIT SUBMITTALTED-40-4137SITE 05-YD PAVING PLAN C222 C12 R-413715 2C5023C5021C511STOPC220 C221C222C223 PERMIT SUBMITTALTED-40-4137SITE 05-YD PAVING PLAN C223 C13 R-413716 STOPC225 C226C227C228 PERMIT SUBMITTALTED-40-4137SITE 05-YD PAVEMENT MARKING PLAN C226 C14 R-413717 STOPC225 C226C227C228 PERMIT SUBMITTALTED-40-4137SITE 05-YD PAVEMENT MARKING PLAN C227 C15 R-413718 STOPC225 C226C227C228 PERMIT SUBMITTALTED-40-4137SITE 05-YD PAVEMENT MARKING PLAN C228 C16 R-413719 1 1 2 3 4 5 5 STOPC295 C296C302C303 PERMIT SUBMITTALTED-40-4137SITE 05-YD STORM DRAINAGE PLAN C296 C17 1 2 3 4 5 R-413720 DEVELOPMENT ENGINEERING jchavez 05/05/2021 STOPC295 C296C302C303 1 2 1 PERMIT SUBMITTALTED-40-4137SITE 05-YD STORM DRAINAGE PLAN C302 C18 1 2 R-413721 DEVELOPMENT ENGINEERING jchavez 05/05/2021 STOPC295 C296C302C303 1 1 PERMIT SUBMITTALTED-40-4137SITE 05-YD STORM DRAINAGE PLAN C303 C19 1 R-413722 DEVELOPMENT ENGINEERING jchavez 05/05/2021 PERMIT SUBMITTALTED-40-4137SITE 05-YD STORM DRAINAGE PROFILES C304 C20 1 R-413723 DEVELOPMENT ENGINEERING jchavez 05/05/2021 SITE 05-YD STORM DRAINAGE PROFILES C305 C21 1 2 3 4PERMIT SUBMITTAL R-413724TED-40-4137DEVELOPMENT ENGINEERING jchavez 05/05/2021 PERMIT SUBMITTALTED-40-4137SITE 05-YD STORM DRAINAGE PROFILES C306 C22 5 R-413725 DEVELOPMENT ENGINEERING jchavez 05/05/2021 1 1 2 4 3 4 A A B PERMIT SUBMITTALTED-40-4137RENTON SITE ENLARGED STORM DRAIN PLAN C450 C23 1 3 4 A B 2 R-413726 DEVELOPMENT ENGINEERING jchavez 05/05/2021 STOPC470C471C472 PERMIT SUBMITTALTED-40-4137SITE 05-YD FENCING PLAN C470 C24 R-413727 STOPC470C471C472 PERMIT SUBMITTALTED-40-4137SITE 05-YD FENCING PLAN C471 C25 R-413728 STOPC470C471C472 PERMIT SUBMITTALTED-40-4137SITE 05-YD FENCING PLAN C472 C26 R-413729 SITE 05-YD CIVIL DETAILS C502 C27 PERMIT SUBMITTALTED-40-4137R-413730 SITE 05-YD PAVEMENT MARKING DETAILS C503 C28 PERMIT SUBMITTALTED-40-4137R-413731 SITE 05-YD FENCING AND GATE DETAILS C504 C29 PERMIT SUBMITTALTED-40-4137R-413732 SITE 05-YD STORM DRAINAGE DETAILS C507 C30 PERMIT SUBMITTALTED-40-4137R-413733 DEVELOPMENT ENGINEERING jchavez 05/05/2021 r-("') T""" """" I """" I 0 UJ I- SYM ORIG ira;vpp ii.8,;: IMNb l:JI!'"'" 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RARTIALL.Y , W!Jt:llM j)t_,IPAVEO AREAS ·ouTSIDE_Qf Bl08ETEN.lj_9_�J•LoNOING1-MEA:. �Uf3'-'8_· TtllCK, 2'x2�UAR�_OONCREJE C�R rfiROUNC!�flRAMEi, �orrcirETeC01.t:A!!!l $1-1,f,,Lt,IHAV� MINIM!:JMCOMPftE"SS:"lv� :sTffENGTi;n)1';;-:'fOCf1H•Sl, " -., 13.lCi.EMfQUJ'.BIS.ER.Stt&i-iffr:.;j 00AIEP'001simf Of ffiOREIENTION P� Wl:!E.BE.£OSS.1!il.E. r.i, rci.E.AN.OUT,sL sHALW NO"l\"B�LOCA. TEQ WITHIH TTHE'.5TRETT"TFlAVEL � l1Nl� ioTl1ERW!5E--�'i'.P�EO:!l'1; 'THE err,! . _ " PJNl;f��.OTMl�W\5(,NOHO;'OM_WING I\ OTfTO;�CAlE"N�� P�BLlt;WORKSI iDT�)IRTMrnT -�-Ty_o_R_M_S_Y_S _TE _M_C_L_E _A _N_O_U_T_D_E_T A_I _L ___ c+-�----C-8 3----lC296, C302-C303 R�SION BY APPROVED DATE SYM REVISION 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT RT TWN 04.13.16 APRON A Cl PROJECT -SITE DCN-06 CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 RECORD DRAWING -737 MAX FLIGHTLINE UTILITIES APRON A Cl PROJECT -SITE DCN-01 RT TWN 06.13.16 APRON A SITE STORMWATER IMPR0VEMENTS-30% APRON A Cl PROJECT -SITE DCN-02 RT TWN 07.19.16 APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC APRON A Cl PROJECT -SITE DCN-03 RT TWN 08.05.16 APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS BY APPROVED DATE RT TWN 09.27.16 RT TWN 10.28.16 RT TWN 01.17.18 RT TWN 07.14.20 RT TWN 09.29.20 IE=1757 I,) NEENAH R-3498-R2S, SPRING ASSISTED AIRCRAFT RATED HATCH PER DETAIL 4/C512 12" HDPE (OUT) ' I,, .' - FRAME AND BOLT DOWN LID NEENAH R-3487 '.' • • 3" MIN ....•... , . " .. · "'. . .. "' . .. . •-. , B" DI PIPE THROUGH IE=18.33 SECTION A-A SCALE: 1 "=1' . .. ·. • CLEANOUT ADAPTER WITH PLUG .. ·,. ... - 2 #5 REBAR HOOP HDPE OR PVCPIPE -�-�-r-�-�-N(_U_T ______ c-+-@-8�4 C---<296, C302-C303 NOTES: .,; .. �----,,_ -..• : <I • •• " ... . .. • • . .. . ". FRAME AND BOLT DOWN LID NEENAH R-6461-BH SEE NOTES. ' . ' ...... : . "·. ' ........ '. •.. -----2 #5 REBAR HOOP CAST IRON VALVE BOX, RICH-SEATTLE TYPE OR OLYMPIC FOUNDRY 1.STORM LINE VALVE LIDS SHALL BE MARKED "STORM"AND SEWER VALVE LIDS MARKED "SEWER". RIM EL=21.10 12'' HDPE (IN) -�T-�_T E_V_A_L_V _E _A _N _D_B_O _X_D_E _T A_I_L_c-+-GJ)-8 5-----<c296,c302-c303,c450 ACCEPTABILITY DRAWN R.TEMPLADOTHIS DESIGN AND/OR CHECKED T. NEU ., I' I I I I IE=17.57 8" DI (IN) /', IE=18.34 , 1 B" DI PIPE THROUGH 12" HDPE IN OUT IE=17.57 NEENAH R-3498-R2S, SPRING ASSISTED AIRCRAFT RATED HATCH PER DETAIL 4/C512 RIM EL=21.10 B" DI (OUT) IE=18.31 BASE BASE EL=15.57± EL=15.57± SUBGRADE SE CTION B-B SCALE: 1''=1' I 9LF 12" HDPE --i: � : NEENAH R-3498-R2S, SPRING ASSISTED AIRCRAFT RATED HATCH PER DETAIL 4/C512 LINK SEAL OR KOR-N-SEAL BOOTS (TYP) ( ) -<>: AIRPORT STORM BYPASS INLET � __ 1 _ -:- ,· I I I I ,/ ,/-/ ./ '.,.,..,,. 1 I -1-----L t,--�cl> g--l -+----------------------,--!--SFl-==.;;i=i,---- � \ \, - --1' I '\ --------,' \ \ I I --�--�---------�---------�--;--- \I // / '' �-4LF B" HDPE (FROM ONSITE DURASLOT DRAIN) .,,.,,,,,,4LF 8" HDPE 6LF B" DI (SOLID PIPE THROUGH) 7LF 12" HDPE (AIRPORT STORM BYPASS OUTLET) 1 ---I -<>: ....I I JI I I I ---1 I I I I I I I CONNECT TO DURASLOT DRAIN (TO WO TREATMENT) P LA N ®NTS S DMH-1160-20, AIR PORT ST ORM BYPA SS ST RUCTURE 60"0 TYP E 2 6 SCALE: 1 "=1' C508 C296,C305,C450 DATE SUBTITLE 09.29.20 STORM DRAINAGE DETAILS 09.29.20 PERMIT SUBMITTAL DESIGN BY �D�O=WL�-- R-413734 �OWL CURRENT REVISION SYMBOL W5184605 DATE 09.29.20 DATE 09.29.20 rt}---110.EIND" SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE T. NEU 09.29.20 SHEET l-....:'.'....:::::::.:::�:._:;:...::..:..:.:�--trm=r---r--lTTITLITLEr-t,ADPRDrO:;;;:N1AA--:Csrr1T°f"E <'sTiTo'ii:R>UMWWAATT�ER�IMIDPQ!Ro'ii:vrnEMWEci:NinTs:Tc(s�TAAILl<LS�A3 �-Jo.A�7)1-1 C508 SEQUENCE NO. C31 CHECKED D.MURATA 09.29.20 SITE 05-YD APPROVED CIVIL MASTER 1---------------+----------l o, -�=----------�----------1 RENTON, WA DWG NO. 05-APRON-A-C508 � DEVELOPMENT ENGINEERING jchavez 05/05/2021 r-("') T""" """" I """" I 0 UJ I- SITE SPECIFIC DATA PROJECT NUMBER 10472 PROJECT NAME BOEING /lPRON A PROJECT LOCATION RENTON, WA TREATMENT REQUIRED VOLUME BASED (CF) TREATMENT FLOW (CFS) 0.5288 PEAK BYPASS REQUIRED (CFS) -IF APPLJCABLE PIPE DATA I.E.MATERIAL INLET PIPE 17. 72 N/K OUTLET PIPE 14. 66 N/K 2.45 0/AMETER 12" 12· PRETREATl/£NT 8/0F/LTRAT/ON DISCHARGE RIM ELEVATION 21.68 21.68 21.68 SURFACE LOAD LOAD LEVEL 9 PER ASTM C/802 FRAME & COVER 2 EA 36" X 36" 3 EA 36" X 35• TOTAL INDUSTRIAL MEDIA VOLUME {CY} 7.96 ORIFICE SIZE (DIA. INCHES) 5 EA ,1.92" NOTES: INDUSTRIAL MEDIA MIX REQUIRED. INTERNAL BYPASS DISCLOSURE: THE DESIGN ANO CAPACIIY OF THE PEAK CO!NITANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. INSTALLATION NOTES 1.CONTRACTOR 7D P/1(}1/DE ALL iABOR, EQUIPMENT, MATERIALS ANDINCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM ANDAPPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THEMANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED INMANUFACTURERS CONTRACT.2.UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BYTHE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFYPROJECT ENGINEERS RECOMMENDED BASE SPECIF/CATIONS.3.ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF COi/CRETE. {PIPES CANNOT INTRUDE BEYOND FLUSH}. INVERT OF 0/HFLOW PIPEMUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. All GAPSAROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON-SHRINKGROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALLMEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS.4, CONTRACTOR TO SUPPLY AND INSTAll ALL EXTERNAL CONNECTING PIPES. 5.CONTRACTOR RESPONSIBLE FOR INSTALiATION OF ALL RISERS,MANHOLES, AND HATCHES. CONTRACTOR TD GROUT ALL MANHOLES ANDHATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE.6.DRIP OR SPRAY IRRIGATION REQUIRED ON All UN/75 WITH VEGETATION.7.CONTRACTOR RESPONSIBLE FOR CONTACTING MODULAR WETLANDS FORACTIVATION OF UNIT. MANUFACTURES WARRANTY IS VOID WITH OUTPROPER ACTIVATION BY A MDOUIAR WETLANDS REPRESENTATNc. GENERAL NOTES I.MANUFACTURER TD P/1(}1/DE ALL MATERIALS UNLESS OTHERWISE NOTED. INOIJSTTI/AI. M£[)fA BED PA7ENTEO PEIIIAl£Tfll VOID AREA PRE-FILTER CARTRIDG£ 21.68 RIM/FS PEAK HGL 6" 2.ALL DIMENSIONS. ELEVATIONS. SPEG/FICAnONS AND CAPACmES ARE SUBJECT TOCHANGE. FDR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTSANO ACCESSORIES PLEASE CONTACT MANUFACTURER. C/! ·---------------------------------------------------------------------, I �� !!Ile ' ''''C/! ·'- +========--.c=======-=======EFC:...-1-:S, d J j 1/W/AH FOUi/ORY HATCH l/-3498-R2S I/WWI FOUNDRY HATCH R-J498-R2S ... . --------------------------- OUTLET PIPE SEE NOTES PLAN VIEW NEENAH FOIJNlJRY MANHDlE R-3491-Gl , ------------------1------------- 1-----------2s·-o·-----------1 ELEVATION VIEW NEENAH FOUNOHY I.IANHOlE R-3491-GL >---�� J " LEFT END VIEW -.,L--+0---- RIGHT END VIEW TREATMENT FLOW {CFS) OPERATING HEAD {FT) PRETREATl.iENT LOADING RATE (GPM/SF) ' "' ' ' ' 0.5288 2.5 1.5 INDUSTRIAL MEDIA LOOING RATE {GPM/sF) 1.0 THE PROOUCf DESr:RtJ£D "4Y BE PROm:TcD Br ONf OR UORC Of THE FOWJWINfJ /JS PATENTS: ,.�� 7,4� 7,�14,Jm,• 6,J()J.816; RfZA1EV fORE1GN PROP/1/ETARY AND CONFID£NT/AL: 1HC INRJINATION CCNlANED IN THIS DRAWING IS TH£ Sat.£ PROPERTY OF liODlJlAR wrnJNDS � ANY REPROOIJCllON lH PMr OR AS A WHO/I 'MTHOIJT THE WRJl1EN P£RIIJSSIONCF/KJl/l.JU!Rwrn.ANDS�ISPI/OHltJtrfD.. Bio e-Clean MWS-L-8-24-5'-8"-V-UG STORM WATER 8/0FILTRA TION SYSTEM STANDARD DETAIL PATENTS OR O'nfER PA'TENTS PENDING A Fortarra Com I IE=17.00 MODULAR WETLAND STRUCTURE STANDARD DETAIL RTU-27-20 1 SCALE: NTS NOTES: 1.ALL STRUCTURE PENETRATIONS SHALL UTILIZE LINK SEAL CONNECTION. IF LINK SEAL CANNOTBE UTILIZED DUE TO WALL THICKNESS OR PIPE ANGLES KOR-N-SEAL BOOTS SHALL BEUSED. KOR-N-SEAL BOOTS SHALL BE GROUTED PRIOR TO BACK FILLING STRUCTURES. 2.ALL STORM DRAINAGE STRUCTURES SHALL HAVE THERE NAME ENGRAVED INTO THE LID,GRATE OR HATCH AFTER INSTALLATION. ENGRAVING SHALL BE AS FOLLOWS: ? SDMH/CBXX-20 (XX = SDMH/CB # IN PLANS) ? OWS-XX (XX = OWS # IN PLANS) ? LS-XX (XX = LS # IN PLANS) ? URE-XXX (XXX = URE # IN PLANS) ? RTU-XXX (XXX = RTU # IN PLANS) --FILL PIPEWITH CON CRETE 0::1 w C509 C296,C450 3.FUEL CONTAINMENT VAULTS SHALL BE PRECAST, GEOMETRY AND DESIGN CONFIGURATIONSHOWN ON THIS SHEET. SEE STRUCTURAL PLAN SHEET S286 FOR DETAILED STRUCTURALDESIGN OR THE CONCRETE VAULT. 4.PROVIDE TEGRASEAL 1000 WATERPROOF MEMBRANE SYSTEM AROUND THE OUTSIDE PERIMETER OF THE VAULT TO WITHIN 4' OF THE RIM ELEVATION. 5.PROVIDE VANDEX CRYSTALLINE WATERPROOFING TO INSIDE OF VAULT. VANDEX CRYSTALLINE ADMIXTURES SHALL BE UTILIZED IN ALL GROUT/MORTAR USED ON THE VAULTS. BANK RUN GRAVEL FOR TRENCH BACKFILL PER WSDOT STD. SPEC. 9.03.19. COMPACT BACKFILL PER REQUIREMENTS BY ONSITE GEOTECHNICAL SITE INSPECTOR OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. SEE PAVING SHEETS AND CIVIL DETAILS FOR FINAL SURFACE IMPROVEMENTS. 18" DI (OUT) RIM EL=21.53 . . IE=17.86 ===tl='\24" DI IN -�=;;;=�IE=17.80 SECTION A-A NTS 11 11 11 11 11 11 11 ., 12" HOPE (OUT TO FUEL CONTAINMENT VAULT) 0.5LF 12" DI PIPE SPOOL W/ RESTRICTOR PLATE 3 5LF 12'' DI •I ----/ '\ ( 0 ' \ I ..... _,,, / ..- J-./ / / 4 / 1 ' .. • OVERFLOW ELEVATION EL=18.80 12" DI (OUT) ----/ '\ I O I\ J ..... _,,, IE=16.83 MIN. BASE EL=14.83± SUBGRADE ( ---�(TYP) \ I ..... _,,, 11 11 11 11 11 11 11 RIM EL=21.53 I I a . I • I, . I I• I I•. [ 12'' DI (OUT) IE=17.86 i I 24" DI (IN) ) /. 8" DI (OUT) IE=17.00 12" DI OUT IE=16.83 SECTION B-B NOTES: NTS 1.ALL RIM ELEVATIONS ON THIS SHEET ARE SHOWN AT THE CENTEROF THE GRATE OR LID. 2.UNLESS NOTED, STORM DRAIN PIPE IS 12" HOPE. 3.ALL PIPE CONNECTIONS TO INLETS, 60" AND LARGER MANHOLES, CATCH BASINS AND VAULTS SHALL BE LINK SEAL. 4.ALL STRUCTURE PENETRATIONS SHALL UTILIZE LINK SEAL CONNECTION. IF LINK SEAL CANNOT BE UTILIZED DUE TO WALL THICKNESS OR PIPE ANGLES KOR-N-SEAL BOOTS SHALL BE USED. KOR-N-SEAL BOOTS SHALL BE GROUTED PRIOR TO BACK FILLING STRUCTURES. CONSTRUCTION NOTES ( II - -'..! IE= 17.80 BASE EL=14.83± SUBGRADE []::>PROVIDE 96" TYPE 2 CATCH BASIN PER DETAIL 2 SHEET C507 AND SOLID LID. @:> INSTALL LADDER PER CITY OF RENTON MISC. DETAIL 1 SHEET C508. 4" SCH. 40 STEEL PIPE -12" DI ===�=....i..; B ..4 rr----PROVIDE ROMAC 400RG COUPLING.24"01 � [Q:> FLOWSERVE LIMITORQUE � ELECTRICAL EXPLOSION AND WEATHER PROOF ACTUATORS. SYM I r<") ' <''" <D I N PAINT TRAFFIC YELLOW > •< • CONCRETE BASE ...._ 3000 PSI @ 28 DAYS ' <D ' " -'¾ " / FIN i � " . • > I I , < ., •.J I • . . . 1 · · I· . .• I I I I . ' .LJ . .. . . • . •. • "''!;;'i>::J>«��Y;) ��'Y$ 0��)»? 1'-4" DIA. ( 4") .FL. UNDISTURBED SUBGRADE STABILIZE SUBGRADE PER ONSITE GEOTECHNICAL SITE INSPECTOR DETAIL TYPE 2 BOLLARD C�6,C450 SCALE: NONE R�SION BY APPROVED DATE SYM NEW PIPE DIA. -30" (WHEN D <= 12") 1.50 + 18"(WHEN D >= 14") ,,,;,:.......-COMPACTED GRAVEL BACKFILL FOR PIPE ZONE BEDDING WSDOT STD. SPEC. 9-03.12(3) TOP OF UNDISTURBED SUBGRADE OR TOP OF FOUNDATION MATERIAL WSDOT STANDARD SPEC. 9-03.18 STORM DRAINAGE (STS) IcY�IS!L TRENCH SECTION C@6 REVISION BY APPROVED DATE (OUT) WQ ----/ '\ ( 0 ' \ I ..... -/ ----/ '\ ( 0 ' \ I ..... _,,, 5LF 18" DI-� ( BYPASS OUT LET) 18" HOPE --�-N (BYPASS OUTLET) J SDMH-1163-20 FLOW SP LITTER SCALE: 1 "=2' ACCEPTABILITY THIS DESIGN ANO/OR ----/ '\ ( 0 ' \ I ..... -/ (IN) [t>PROVIDE HOPE PIPE. INSTALL PER DETAIL 3 =i======-� SHEET C509. ----/ '\ ( 0 ' \ I ..... -/ [!:>PROVIDE MULLER LINESEAL Ill BUTTERFLY VALVE CLASS 150B w / ABOVE GRADE. @::>LW PRODUCTS ACCESS HATCH MODEL HHS-2B (30" X 36") CAST INTO THE LID PER DETAIL 5/C510 . @:::>PROVIDE DI PIPE SPOOL. [t:>PROVIDE LINK-SEAL PIPE PENETRATION SEAL. []:>ovER-EXCAVTE 24", PLACE 18" QUARRY _P _LA_N ___ � NTS � SPALLS, PLACE ONE LAYER TENSAR BX1500 GEOGRID, PLACE 6" CLEAN CRUSHED ROCK. COMPACT CRUSHED ROCK BACKFILL TO A FIRM, FLAT AND UNYIELDING SURFACE USING A VIBRATORY COMPACTOR HAVING A MINIMUM WEIGHT OF 800 POUNDS. 9 6"0 TYPE 2 4 [D:> PIPE SUPPORT; BLINE BY EATON B3088ST THREADED SEISMIC BASE STAND WITH B3094 FLANGE SUPPORT OR APPROVED EQUAL. I];:> PROVIDE BOLLARDS PER DITAIL 2 SHEIT C509. INSTALL 1.25' FROM EDGE OF STRUCTURE @ 4' SPACING. ll):> PROVIDE SEALS AND DRAINS. [!> PROVIDE 12'' DI WATER QUALITY OUTLET RESTRICTOR PLATE WITH 10.4"11l ORIFICE. PERMIT SUBMITTAL DESIGN BY �D�O=WL�--DATE 09.29.20 C509 C296,C450 R-413735 �OWL ORAWN DATE SUBTITLE CURRENT REVISION SYMB OL DATE R.TEMPLADO 09.29.20 CHECKED STORM DRAINAGE DETAILS W5184605 09.29.20 CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 APRON A Cl PROJECT -SITE DCN-01 RT TWN 06.13.16 APRON A Cl PROJECT -SITE DCN-02 RT TWN 07.19.16 APRON A Cl PROJECT -SITE DCN-03 RT TWN 08.05.16 RECORD DRAWING -737 MAX FLIGHTLINE UTILITIES APRON A SITE STORMWATER IMPROVEMENTS-JO% APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 10.28.16 rt}---110.EIND" RT TWN 01.17.18 RT TWN 07.14.20 RT TWN 09.29.20 � T. NEU 09.29.20 SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE T. NEU 09.29.20 l-..:'.'..:::::::.::::::.:::.:....:;:..::..:.:.:�--trm=r---r--lTTITLITLEr-/\ADPR DrO:;;;:N1AA..-:Csrr1r"f"E CSTrTO=;i;RiiAMWWAATT�ER�IMIDPQ!Ro'ii:vrnEMWEci:NinTs:Tc(s�TAAILl<LS�A3�-J>.A�7)1-1 SHEET SEQUENCE NO. C509 C32 �CHECKED D. MURATA 09.29.20 SITE 05-YD >------------>---------ls � APRON A Cl PROJECT -SITE DCN-06 RT TWN 09.27.16 APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 04.20.21 APPROVED CIVIL MASTER '"=��--------�-------< RENTON, WA OWG NO, 05-APRON-A-C509 DEVELOPMENT ENGINEERING jchavez 05/05/2021 BRACKET MOUNTING SITE 05-YD STORM DRAINAGE DETAILS C510 C33 PERMIT SUBMITTALTED-40-4137· · · · · R-413736 DEVELOPMENT ENGINEERING jchavez 05/05/2021 SITE 05-YD STORM DRAINAGE DETAILS C511 C34 PERMIT SUBMITTALTED-40-4137Size per plan (ALUMINUM) 1/2 #13 304 STAINLESS STEEL EXPANDED METAL GRATING AIRPLANE RATED STRUCTURAL FOUNDATION R-413737 DEVELOPMENT ENGINEERING jchavez 05/05/2021 SITE 05-YD STORM DRAINAGE DETAILS C512 C35 PERMIT SUBMITTALTED-40-4137R-413738 DEVELOPMENT ENGINEERING jchavez 05/05/2021 r-("') T""" """" I """" I 0 UJ I- SYM I I TOP 8-Ton Lift Anchor( 4 Places in Top) 816-LA No. 816-7-T-42EE (Shown) -� 1 7,320 lbs. BASE No. 816-B 28,820 lbs. 1" Dia. Ground Rod Knockout 8-Ton Pull/Lift Anchor (2 Each End) 18 "' X 24" Knockout ( 4 Each Side, 4 Each End) OPTIONAL TOP 16 1-11" Custom Accesses as Required Vories 1'-9"-5'-9" 7'-0" (Optional Heights Available) 12'-o" Long Sta.,len steel •c• O,annel (3 Each Side) LW PRODUCTS ACCESS HATCH MODEL HHS-2B (30" X 36j CAST INTO THE LIO PER DETAIL 5/C510. 9'-f' 1'-9" B'-2" (See Chart) 6'-5" 12•-2· Note: 6'-5" Max. -Contractor is responsible for supplying crone to set and assemble voult. VARIABLE HEIGHT CHART Vault Inside Tap Tap No. Height Height Weight 816-LA-7 7'-0" 1'-9" 17.320 816-LA-8 a'-o" 2'-9" 20.520 816-LA-9 9'-0" 3'-9" 23,390 816-LA-10 10'-0"4'-9" 26,600 816-LA-11 11'-0"5'-9" 29,670 Overall Mox. Soll Height Cover B'-2" s·-o· 9'-2" 4'-o" 10'-2" 3'-0" 11'-2" 2·-0·12'-2" 1'-o· 0 Oldcastle Precast ®816-LA 816-LA File Name: 020-816LA 8x 16 PO Box 323, Wilsonville, Oregon 97070-0323 Issue Date: 2016 POWER / WATER/ GAS Tel: (503) 682-2844 Fax: (503) 682-2657 oldcastleprecast.com/wilsonville 31.0 I I I I I I I I I I F==�=====================�==� I I I I L---------------------------� r----------------------------1 I I I I I I 816-LA A ' (XJ I T ' <D ---------16'-11" ________ ___, ,__ ________ 16'-1�" ---------i -------12'-3" ------- ------10·-11" ------ -�;;:�1::•:-·',. .,:'., I ,f t�; lr!fT't � W�i ' � 0 f:i I i�,!J 'N i ll""rT'tl t �� 'bW�i I f· �� Nllr.l.:iM-dl t ...... • �1:- (4)-8-Ton Lift Anchors PLAN VIEW u esin ea an \12'-0" Long Stalnles9 Stoel ·c· Channel (3 Each Side) \ BtylR"S I1 (�;�f�r.;:�t�?P'.2fr?f:;;:-:::��:'.;-i:;;r.!��>, \ r:f'''·",. ·•···•1\ ,;:1:�'. \ (:; t'T�'t �m: fh ;� "'..111....L.:-IJ f, II' 'II' ..... r:.;·�m: Q•., �j ��..,. i.:.J. :,:-.·-> ' <D 1 B n )( 24" Knockout (4 Each End, 4 Each Side) �-----�-----------L----� ( ________________________ J I I ------------------------- -· :·,.:, ;:-· ;�-:; :-,: ·: .. _ :i �;; -�::.:-7,;� ;>;:-.�:.:;; :-�:; ��; ;·:J :·�; :.:i,¥�1:,;,ii,t ;·;1 l�:��:i: �;, ;:.: •-�-: :; ..: !:.-'.: ;�; :·:.::;:;�: ,:,:�: '.' ;:::::; -�: l:'-: ,,--t __ 1 (2 Each End)\ '-._ 1 • Dia. Graund Rad Knockout \ 12· Dia. Sump 8-Ton Pull/Lift Anchor 4'-5" 1'-6" SECTION AA END VIEW 0 Oldcastle Precast ®816-LA 816-LA File Name: 020-616LA 8 X 16 PO Box 323, Wilsonville, Oregon 97070-0323 Issue Date: 2016 POWER/ WATER/ GAS Tel: (503) 682-2844 Fax: (503) 682-2657 oldcastleprecast.com/wilsonville 31.1 LW PRODUCTS ACCESS HATCH MODEL HHS-2B (30" X 36") CAST INTO THE LID PER DETAIL 5/C510. RIM=21.56 RIM=21.34 1-:r: <.!> w :r: o:::<( = I-- � c..��= � c..� �0::: i'5 _J (.) 818 GA TOP 01 (SPECIAL) F---- -- ----, 11 INSIDE TOP=19.30 11 IL ____________ _JI +----+-,----- - - - - - - - - - -7 c.. � I r---- 1 ��-- MAX. WATER SURFACE EL=17.50 I ----------.----"'!- I I 12" HOPE w r-i'f-+----------------------> b I � I � --,1-+-.----=-1 :l!w � 12" TIDEFLEX CHECKMATE 0::: 0 =WO INLINE DOWNSTREAM CLAMP "---ilf-+----------------------"i'+---+ i'5 _J (.) C/l N z I o::: CHECK VALVE � on w I I L ___________________________ � EXISTING SPILL VAULT R�SION BY APPROVED DATE SYM REVISION BY APPROVED DATE I ·r---L ____ ! _ VAULT SECTION NTS URE 795 FUEL CONTAINMENT VAULT DETAILS URE-795 NTS *NOTE: FOR STRUCTURAL DESIGN, SEE SHEET S286. ACCEPTABILITY DRAWN R. TEMPLADO DATE 09.29.20 ORIG 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT RT TWN 04.13.16 APRON A Cl PROJECT -SITE DCN-06 RT TWN 09.27.16 THIS DESIGN AND/OR CHECKED T. NEU 09.29.20 t BASE SLAB THICKNESS t 1 . . . I--WALL I THICKNESS ,__--+--1 '-6" [450 mm]#4 [10 M) THREADED -· - INSERTS@ 18" [457mm] O.C. L_·".. . • • A • 4 .·<II ·· ,II..-,II • <II -II. •• --• •• 1/2 BASE SLAB THICKNESS ROU GHEN MATING SURFACE BEFORE CASTING EXTENSION #4 [10 M] THREADED RODS@ 18" [457mm] O.C . --,i--1 ½" l 1'-0" [305mm] (3)#4 [10 M] BARS CONTINUOUS EVENLY SPACED CAS T-IN-PLACE ANTI-FLOATATION COLLAR (TYPICAL AROUND TANK PERIMETER) ANTIFLOATATION COLLAR NTS GALVANIZATION NOTE THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. TOP=19.97 BOTTOM= 11.80 SUBTITLE NOTES: 1.ALL STRUCTURE PENETRATIONS SHALL UTILIZE LINK SEAL CONNECTION. IF LINK SEAL CANNOTBE UTILIZED DUE TO WALL THICKNESS OR PIPE ANGLES KOR-N-SEAL BOOTS SHALL BE USED. KOR-N-SEAL BOOTS SHALL BE GROUTED PRIOR TO BACK FILLING STRUCTURES. 2.ALL STORM DRAINAGE STRUCTURES SHALL HAVE THERE NAME ENGRAVED INTO THE LID,GRATE OR HATCH AFTER INSTALLATION. ENGRAVING SHALL BE AS FOLLOWS: •SDMH/CBXX-20 (XX = SDMH/CB # IN PLANS) •OWS-XX (XX = OWS # IN PLANS) •LS-XX (XX = LS # IN PLANS) •URE-XXX (XXX = URE # IN PLANS) •RTU-XXX (XXX = RTU # IN PLANS) 3.FUEL CONTAINMENT VAULTS SHALL BE PRECAST AND SHALL MEET HS-25 LOAD RATING. 4.PROVIDE TEGRASEAL 1000 WATERPROOF MEMBRANE SYSTEM AROUND THE OUTSIDE PERIMETER OF THE VAULT TO WITHIN 4' OF THE RIM ELEVATION. 5.PROVIDE VANDEX CRYSTALLINE WATERPROOFING TO INSIDE OF VAULT. VANDEX CRYSTALLINEADMIXTURES SHALL BE UTILIZED IN ALL GROUT/MORTAR USED ON THE VAULTS. PERMIT SUBMITTAL DESIGN BY �D�O=WL�-- R-413739 �OWL CURRENT REVISION SYMBOL DATE 09.29.20 DATE FUEL CONTAINMENT VAULT DETAILS W5184605 09.29.20 CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 RECORD DRAWING -737 MAX FLIGHTLINE UTILITIES r{)-IID.EIND" SPECIFICATION IS APPROVED RT TWN 10.28.16 APPROVED BY DEPT. DATE T. NEU 09.29.20 SHEET l-....:'.'....:::::::.::::::.:::.:...:;:..::..:..:.:�--lml=r----r--lTTITLITLE°"E IIADPRDrO:;;;:N1AA.-:CsrrIT"f°E <'sTiTo'ii:R>UMWWAATT�ER�IMIDPQ!Ro'ii:vrnEMWEci:NinTs:Tc(s�TAAILl<LS�A3�-J-.A�7)1-1 C513 SEQUENCE NO. C36 APRON A Cl PROJECT -SITE DCN-01 RT TWN 06.13.16 APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 APRON A Cl PROJECT -SITE DCN-02 RT TWN 07.19.16 APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 APRON A Cl PROJECT -SITE DCN-03 RT TWN 08.05.16 APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 CHECKED D.MURATA 09.29.20 RENTON SITE APPROVED CIVIL MASTER 1------------+---------l o, '"==��-------�--------< RENTON, WA DWG NO. OS-APRON-A-CS 13 � DEVELOPMENT ENGINEERING jchavez 05/05/2021 RENTON SITE FUEL SPILL DIAGRAM C514 C37 PERMIT SUBMITTALTED-40-4137R-413740 r-("') T""" """" I """" I 0 UJ I- STRUCTURAL GENERAL NOTES: 1.APPLICABLE SPECIFICATIONS AND CODESCONSTRUCTION AND DESIGN SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, AND WITH THE LATEST EDITION OF THE APPLICABLE SPECIFICATIONSAND THE REQUIREMENTS NOTED AS FOLLOWS. 2. SPECIAL INSPECTIONa.SOILS -TABLE 1705.6 OF THE IBCi.PERIODIC INSPECTION OF FOUNDATION SOIL BEARING CAPACITY, DEPTH, FILL MATERIALS CLASSIFICATION AND SUBGRADE PREPARATION AND COMPACTION.ii.FULL TIME INSPECTION OF ENGINEERED FILL PLACEMENT AND COMPACTION.b.CONCRETE -TABLE 1705.3 OF THE IBCi.PERIODIC INSPECTION OF REINFORCEMENT BEFORE CONCRETE IS PLACED.ii.FULL TIME INSPECTION OF ANCHOR RODS AND OTHER EMBEDDED ITEMS AS IDENTIFIED HEREIN. 111. FULL TIME INSPECTION DURING PLACEMENT OF CONCRETE INCLUDING THE TAKING OF TEST SPECIMENS, SLUMP AND AIR CONTENT MEASUREMENT. INSPECTION AND TESTING SHALL BELIMITED TO STRUCTURAL REINFORCED CONCRETE WITH TESTING FREQUENCY IN ACCORDANCE WITH THE PROJECT TECHNICAL SPECIFICATIONS. 3.DESIGN LOADSa.DESIGN LOADS AND LOAD APPLICATIONS SHALL BE IN ACCORDANCE WITH IBC.b.LIVE LOADS 1.VEHICULAR TRAFFIC - - - - - - - -AASHTO HS20-44 INCLUDING THE DESIGN TANDEM.HS20 AXLE LOAD = 32 KIPS ( 16 KIP WHEEL LOADS)DESIGN TANDEM = TWO 25 KIP AXLE LOADS SPACED 4 FEET APARTii.737 MAX SINGLE GEAR -- -- -- -- -- -- -- -96 KIP WHEEL LOADc.ADDITIONAL LOADS REFERENCED ON THE DRAWINGS. 4.CONSTRUCTION LOADSSTRUCTURES HAVE BEEN DESIGNED FOR DEAD LOADS AND THE DESIGN LOADS NOTED ABOVE. PROVIDE TEMPORARY BRACING, SHORING OR OTHER SUPPLEMENTAL SUPPORT DURING CONSTRUCTION AS NECESSARY TO PROTECT THE STRUCTURES FROM EXCESSIVE CONSTRUCTION LOADS. 5.FOUNDATIONSa.FOUNDATION DESIGN CRITERIAi.MAXIMUM ALLOWABLE SOIL BEARING PRESSURE - - - - - - - - - -1.370 PSFii.MODULUS OF SUBGRADE REACTION, k - - - - - - - - - - - - - - -100 PCI 111.LATERAL SOIL PRESSURE - - - - - - - - - - - - - - - - - - - -60 PCF EQUIVALENT FLUID PRESSUREb.AVOID EXCESSIVE WETTING OR DRYING OF THE FOUNDATION EXCAVATIONS DURING CONSTRUCTION.c.BACKFILL ON WALLS WITH FILL ON BOTH SIDES SHALL BE COMPACTED IN EQUAL LIFTS EACH SIDE OF WALL. 6.CONCRETEa.CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318).b.DETAILING, FABRICATION AND PLACEMENT OF REINFORCEMENT SHALL CONFORM TO DETAILS AND DETAILING OF CONCRETE REINFORCEMENT (ACI 315).c.MATERIALSi.CONCRETE (a)STRUCTURAL CAST -IN -PLACE - - - - - - - - - - -f'c = 4,000 PSIii.REINFORCING MATERIALS(a)REINFORCING BARS - - - - - - - - - - - - - - - - -ASTM A615, GRADE 60d.ALL BENT REINFORCING BARS SHALL BE SHOP FABRICATED ONLY. REBENDING OR WELDING OF REINFORCEMENT SHALL NOT BE PERMITTED UNLESS AUTHORIZED BY ENGINEER.e.END HOOKS IN REINFORCING BARS, SHOWN ON THE DRAWINGS BUT NOT DIMENSIONED, SHALL CONFORM TO ACI 318.f.CONCRETE COVER OVER REINFORCEMENT SHALL BE 2" CLEAR, EXCEPT FOR THE FOLLOWING, UNLESS OTHERWISE NOTED.i.CONCRETE PLACED AGAINST AND PERMANENTLYIN CONTACT WITH EARTH - - - - - - - - - - - - - - - - - -3" CLEARii.CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH OR WATER (a)BEAMS, COLUMNS - - - - - - - - - -- - - - - - - - -1 ½" CLEAR(b)WALLS - - - - - - - - - - - - - - - - - - - - - - 1 ½" CLEARg.REINFORCEMENT SPLICES NOT PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE ENGINEER. LAP REINFORCING BARS THE FOLLOWING MINIMUMS AT ALL SPLICES, CORNERS ANDINTERSECTIONS, UNLESS OTHERWISE INDICATED. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12'' OF CONCRETE CAST BELOW THE BAR. BAR SIZE REG BARS TOP BARS #4 - - - - - - - - - - - - - - - ---- - - - - -#5 - - - - - - - - - - - - - - - - - - - - - - - 1'-t' - - - - - - - - - - - - - - - - - - - - - - - - - - -2'-1"2' -o" - - - - - - - - - - - - - - - - - - - - - - - - - - -2' -7'' DATUM NOTE: #6 - - - - - - - - - - - - - - - - - - - - - - -#7 - - - - - - - - - - - - - - - - - - - - - - -#8 - - - - - - - - - - - - - - - - - - - - - - -#9 - - - - - - - - - - - - - - - - - - - - - - - PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. SYM R�SION BY APPROVED DATE SYM 2'-5" -.:5'-6" - 4'-o" -4'-6" - REVISION ORIG 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT RT MJM 04.13.16 APRON A Cl PROJECT -SITE DCN-06 -CITY OF RENTON PERMIT REVIEW COMMENTS -APRON A Cl PROJECT -SITE DCN-01 -APRON A Cl PROJECT -SITE DCN-02 -APRON A Cl PROJECT -SITE DCN-03 RT MJM RT SD RT SD RT SD 05.23.16 06.13.16 07.19.16 08.05.16 -RECORD DRAWING -737 MAX FLIGHTLINE UTILITIES APRON A SITE STORMWATER IMPROVEMENTS-30% APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS BY APPROVED RT MJM RT MJM RT MJM RT MJM RT MJM DATE 09.27.16 10.28.16 01.17.18 07.14.20 09.29.20 3'-1" 41 -6 11 5'-2'' 5' -10" rt}---110.EIND" STRUCTURAL GENERAL NOTES (CONTINUED): h.LAP WELDED WIRE FABRIC ONE FULL MESH AT SPLICES.i.STAGGER ADJACENT REINFORCEMENT LAP SPLICES IN WALLS 18" MINIMUM.j.PROVIDE BAR SUPPORTS TO PROPERLY SECURE AND SUPPORT REINFORCING BARS AND WELDED WIRE FABRIC AT POSITIONS SHOWN ON THE DRAWINGS. IN ADDITION TONORMAL ACCESSORIES PROVIDE #5 STANDEES AT 36" O.C. TO SUPPORT TOP REINFORCEMENT IN BASE SLABS, AND #3 U OR Z SHAPE SPACERS AT 72" O.C. EACH WAY IN WALLS WITH TWO CURTAINS OF REINFORCEMENT. k.DOWELS, PIPES AND OTHER INSTALLED MATERIALS AND ACCESSORIES SHALL BE HELD SECURELY IN POSITION DURING CONCRETE PLACEMENT.I.REINFORCING BARS AND ACCESSORIES SHALL NOT BE IN CONTACT WITH ANY PIPE, PIPE FLANGE OR METAL PART EMBEDDED IN CONCRETE. PROVIDE 2" CLEARANCE IN ALL CASESUNLESS OTHERWISE INDICATED. NO EMBEDDED ITEM SHALL BE SUSPENDED FROM, SUPPORTED BY, OR BRACED IN PLACE FROM THE STRUCTURAL REINFORCEMENT.m.UNLESS OTHERWISE SHOWN, PLACE 2-#5 (1 EACH FACE) WITH 2'-0" PROJECTIONS AROUND ALL OPENINGS IN CONCRETE WALLS OR SLABS. 7.STRUCTURAL STEELa.STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATION FOR THE DESIGN, FABRICATION ANDERECTION OF STRUCTURAL STEEL BUILDINGS.b.MATERIALi. STRUCTURAL STEEL PLATES, BARS,ANGLES, AND CHANNELS - - - - - - - - - - - - - - - - - - - ASTM A36 ii. HEADED ANCHOR STUDS (HAS) - - - - - - - - - - - - - ASTM A 108, TYPE Bc.ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE - STEEL (AWS D1 .1) AND WILL BE PERFORMED BY WELDERS QUALIFIED BY THEAPPROPRIATE AWS TEST FOR THE WELDING PERFORMED. 8. EXISTING CONSTRUCTION a.DIMENSIONS, ELEVATIONS AND DETAILS OF EXISTING CONSTRUCTION HAVE BEEN OBTAINED FROM FIELD INVESTIGATIONS AND AS -CONSTRUCTED DOCUMENTS. THE CONTRACTOR TOVERIFY ALL EXISTING CONDITIONS NECESSARY TO PROPERLY COORDINATE NEW AND EXISTING CONSTRUCTION AND IS REQUIRED TO NOTIFY THE ENGINEER OF ANY VARIATIONS IN THEDETAILS, DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION WITH THAT SHOWN ON THE DRAWINGS.b.CLEAN AND PREPARE ALL EXISTING SURFACES WHICH WILL BE IN CONTACT WITH NEW CONSTRUCTION AS INDICATED AND AS ACCEPTABLE TO ENGINEER. APPLY BONDING AGENT TO ALLEXISTING CONCRETE AND MASONRY SURFACES WHICH WILL BE IN CONTACT WITH NEW CONCRETE IMMEDIATELY PRIOR TO PLACEMENT. c.PROTECT EXISTING MATERIALS FROM DAMAGE DURING CONSTRUCTION.d.FURNISH AND INSTALL TEMPORARY SHORING OR BRACING AS NECESSARY TO PROVIDE SUPPORT AND STABILITY FOR EXISTING WALLS AND FRAMING DURING DEMOLITION ANDCONSTRUCTION. PERMIT SUBMITTAL �J-� ,0vn�,� � � \ -,,;;" ORAWN DATE ACCEPTABILITY R.TEMPLADO 09.29.20 THIS DESIGN AND/OR CHECKED M. METTLER 09.29.20 R-413741 SUBTITLE STRUCTURAL GENERAL NOTES DESIGN BY �D�O=WL�-- �OWL CURRENT REVISION SYMBOL W5184605 SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE M. METTLER 09.29.20 SHEET l-....:'.'....:::::::.::::::.:::.:....:;:...::..:..:.:�--trm=r----r--lTTITLITLEr-/\ADPR DrQ:;;;:N1ALISTIIT�E CSTrTQ'ii:R>UMWWAATT�ER�IMIDPQ!Ro'ii:vrnEMWEci:NinTs:Tc(s�TAAILl<LS�A3LlA�7)1-1 S285 CHECKED DATE 09.29.20 DATE 09.29.20 SEQUENCE NO. S1 I .o J6759 :Q:) D.MURATA 09.29.20 SITE 05-YD 1-------------+----------l o, �o,.4,�1..,¢S'4¾..P - ""1o.N"AL t,\\ APPROVED -·-'- VII STRUCTURAL MASTER !-==�-------�---------< RENTON, WA DWG NO.05-APRON-A-S286 � SITE 05-YD 48 INCH - MH REINFORCED CONCRETE COVER S286 S2 PERMIT SUBMITTALTED-40-4137R-413742 SITE 05-YD 60 INCH - MH REINFORCED CONCRETE COVER S287 S3 PERMIT SUBMITTALTED-40-4137R-413743 SITE 05-YD TYPE 1 CB - REINFORCED COVER DETAILS S288 S4 PERMIT SUBMITTALTED-40-4137R-413744 PERMIT SUBMITTALTED-40-4137RENTON SITE REINFORCEMENT DETAILS-MH & VAULT MAT FOUNDATION S289 S5 R-413745 PERMIT SUBMITTALTED-40-4137RENTON SITE ENLARGED SHORING PLAN S290 S6FOR REFERENCEONLYR-413746 PERMIT SUBMITTALTED-40-4137RENTON SITE SHORING EARTH PRESSURE DIAGRAM S291 S7 R-413747