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HomeMy WebLinkAboutR-4137351 Q 1 0 W SITE SPECIFIC DATA PROJECT NUMBER 10472 PROJECT NAME BOEING APRON A PROJECT LOCATION RENTON, WA 7REATMENT REQUIRED VOLUME BASED (CF) TREATMENT FLOW (CFS) 0.5288 PEAK BYPASS REQUIRED (CfS) - IF APPLICABLE 2.45 PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE 17.72 N/K 12' OUTLET PIPE 14.66 N/K 12" PRETREATMENT 870ft IRA 71ON DISCHARGE RIM ELEVATION 21.68 21.68 21.68 SURFACE LOAD LOAD LEVEL 9 PER ASTM C1802 FRAME If COVER 2 EA 36' X 36'I3 EA 36' X 36' 024" TOTAL INDUSTRIAL MEDIA VOLUME (CY) 7.96 ORIFICE SIZE (DIA. INCHES) 5 EA 0 1.92' N07ES. INDUSTRIAL MEDIA MIX REQUIRED. INDUSTRIAL �� MEDA BED PATENTED ______________________.___ .................................. 'k. ' ................. PERIMETER .� t,. .:=%,�� .si+�:a'a• ' - �:" -s• F :.;•N % ��� _ -: 5:=y.• .�,..;;•s.;!?'>., '�-�:'' �+.-•' .la ,s.�-•••kr Fr,:'t s3: �_,�... ..;• •ra :?:*-ss'�:._, , 5 K w,� ti,.�.. nl�`,'G . fF� � �.;- ±�•;+ik„Y ��'. _. .� r• q-,.3'?' ; ri'' .rtia'�s�rs�. ,� I VOID AREA s' VERTICAL -. •, , S ��i.�.4pisC ryyA�3� :5 . Y�e ,,� �_�i' yt'iW^t. f YT"�nl-4 Y''„ yLT�n Sli+ S .i?.�S��L,'tL::i•_ 3 w w :. '+.`4 L-y-'A�'-,t'�. Y�,,f.� � V. '� 9�'S�.S -Wr I. UNDERDRAIN I }.a fit.;-VY Y �. N f.� .: :�s Y'Ai^r,�-9`„~.•;i., , 4� _3^�,4 ; a,_•;: ,4 �•zv;^I 4.-UM T�' MANIFOLD 1 PRE-RLTER CARTRIDGEC! ❑ ID - ❑ ' ... ❑ ❑ ❑ [ --- -- INLET PIPE _ OUTLET PIPE SEENO1ES NEZ7VAF! FOUNDRY SEE NOTES H47CH R-3498-R2S PLAN VIEW INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE 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 TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND NEENAH FOUNDRY APPURTENANCES /N ACCORDANCE W17H THIS DRAWING AND THE HA7CH R-3498-R2S MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED /N 21.66 MANUFACTURERS CONTRACT. RIMIFS 2. UNIT MUST BE INSTALLED ON LEVEL 84SE: MANUFACIURER RECOMMENDS A MINIMUM 6' LEVEL ROCK BASE UNLESS SPEClF7ED BY THE PROJECT ENGINEER CONTRACTOR IS RESPONSIBLE TO VERIFY 177 PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS IE IN 3. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OU7TZOW PIPE 17.71 MUST BE FLUSH W17H DISCHARGE CHAMBER FLOOR. ALL GAPS PEAK Ha AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS NEENAH FOUNDRY - MANHOLE R-3491-GL NEENAH FOUNDRY MANHOLE R-3491-GL I FLOW I ]- a CONTROL 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING IE OUT PIPES 6'- I 24'-0' 1,6' 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, t25'-O" MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND TELEVATION VIEW C ES ES C FE W E HA H TO MATCH R NlS HED S URF ACE UNL S SPEI/ D OTERH lS 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UN17S W1774 VEGETATION. 7. CONTRACTOR RESPONSIBLE FOR CONTACTING MODULAR WETLANDS FOR AC77VAT/ON OF UNIT. MANUFACTURES WARRANTY /S VOID W17H OUT PROPER ACTIVATION BY A MODULAR WETLANDS REPRESENTATIVE. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 7w mwor oar u4r eE PR 2 ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO f%WU70 Br ONE OR MORE OF CHANGE: FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGH7S 7W f0U.0WX us PAOn 7,425,264 7,470,36z 7,674,37R PC PRO AND ACCESSORIES PLEASE CONTACT MANUFACTURER. a•X816� MAIM FORM R& MOO OR BA#R PA780 PEi W PR MODULAR WETLAND STRUCTURE STANDARD DETAIL (RTU-27-20 SCALE: NTS it ,I C/L 1 1 1 1 1 1 1 1 1 1 9'-4' , r\ LEFT END VIEW CA. 1 i ��N. , 0 Q I Harp _ •_ - I,, : RIGHT END VIEW C509 I C296,C450 NOTES: SECTION A -A N CITIES: SECTION B- B 1. ALL STRUCTURE PENETRATIONS SHALL UTILIZE LINK SEAL CONNECTION. IF LINK SEAL CANNOT 3. FUEL CONTAINMENT VAULTS SHALL BE PRECAST, GEOMETRY AND DESIGN CONFIGURATION NTS 1. ALL RIM ELEVATIONS ON THIS SHEET ARE SHOWN AT THE CENTER NTS BE UTILIZED DUE TO WALL THICKNESS OR PIPE ANGLES KOR-N-SEAL BOOTS SHALL BE SHOWN ON THIS SHEET. SEE STRUCTURAL PLAN SHEET S286 FOR DETAILED STRUCTURAL OF THE GRATE OR LID. - - USED. KOR-N-SEAL BOOTS SHALL BE GROUTED PRIOR TO BACK FILLING STRUCTURES. DESIGN OR THE CONCRETE VAULT. 12" HDPE (OUT TO FUEL CONTAINMENT VAULT) 2. UNLESS NOTED, STORM DRAIN PIPE IS 12" HDPE. 2. ALL STORM DRAINAGE STRUCTURES SHALL HAVE THERE NAME ENGRAVED INTO THE LID, 4. PROVIDE TEGRASEAL 1000 WATERPROOF MEMBRANE SYSTEM AROUND THE OUTSIDE PERIMETER 3 GRATE OR HATCH AFTER INSTALLATION. ENGRAVING SHALL BE AS FOLLOWS: OF THE VAULT TO WITHIN 4' OF THE RIM ELEVATION. 3. ALL PIPE CONNECTIONS TO INLETS, 60" AND LARGER ? SDMH/CBXX-20 (XX = SDMH/CB # IN PLANS) 5LF 12" DI MANHOLES, CATCH BASINS AND VAULTS SHALL BE LINK SEAL. IN COMPLIANCE WITH CITY OF RENTON STANDARDS r ? OWS-XX (XX = OWS # IN PLANS) 5. PROVIDE VANDEX CRYSTALLINE WATERPROOFING TO INSIDE OF VAULT. VANDEX CRYSTALLINE / � ¢� / / � � 4. ALL STRUCTURE PENETRATIONS SHALL UTILIZE LINK SEAL DEVELOPMENT ENGINEERING ul ? LS-XX (XX = LS # IN PLANS) ADMIXTURES SHALL BE UTILIZED IN ALL GROUT/MORTAR USED ON THE VAULTS. I O 1 6 I O 1 CONNECTION. IF LINK SEAL CANNOT BE UTILIZED DUE TO WALL jchavez 05/05/2021 ? URE-XXX XXX = URE IN PLANS \ / \ / THICKNESS OR PIPE ANGLES KOR-N-SEAL BOOTS SHALL BE ( # ) � -� 7 � ? RTU-XXX (XXX =RTU # IN PLANS) 0.5LF 12" DI PIPE SPOOL USED. KOR-N-SEAL BOOTS SHALL BE GROUTED PRIOR TO � � BACK FILLING STRUCTURES. BANK RUN GRAVEL FOR TRENCH BACKFILL PER WSDOT STD. SPEC. W/ RESTRICTOR PLATE y ` a 1 9.03.19. COMPACT BACKFILL PER REQUIREMENTS BY ONSITE GEOTECHNICAL SITE INSPECTOR OR AS DIRECTED BY THE GEOTECHNICAL / 4 fill / (TYP) ENGINEERS RECOMMENDATIONS. SEE PAVING SHEETS AND CIVIL DETAILS I III 1 ` 9 ( CONSTRUCTION NOTES FOR FINAL SURFACE IMPROVEMENTS. - • ,I�1�1�1�1�1�1�1�1� �1-I \ ff FILL PIPE - _ _ _ _ _ ! 1=1- \ 1 PROVIDE 96 TYPE 2 CATCH BASIN PER 9� INSTALL LADDER PER CITY OF RENTON MISC. I-I-I-1 <Y \ \ \ ` 1�1�1�1�1�1�1�1�1�1�1�1�1-�-I-I a l WITH CONCRETE w '��` - - - - - - / / '�- -?_I \/\ \ \ 4 I 7 6 DETAIL 2 SHEET C507 AND SOLID LID. DETAIL 1 SHEET C508. " y - - - - - 12" DI g 5 I'�� ��; ;�I'B PROVIDE ROMAC 40ORG COUPLING. 1 FLOWSERVE LIMITORQUE ELECTRICAL 26� 0 4 SCH. 40 STEEL PIPE Z%�\/�\ �\ 24 DI v .� I I -I I -I I -I I- I -I (OUT) EXPLOSION AND WEATHER PROOF ACTUATORS. PAINT TRAFFIC YELLOW / - - - - - _ (IN) 3 PROVIDE HDPE PIPE INSTALL PER DETAIL / - COMPACTED GRAVEL BACKFILL WQ �� 3 ° SHEET C509. �j °oo °oo°000 0°0 ooOoO°°o°0°°00° / Z °° °° FOR PIPE ZONE BEDDING 7 4 � PIPE SUPPORT; BLINE BY EATON B3088ST I - o °oo°O° °Oo °Oo°Ooo°°o ° o °o � ' 1 FIN.FL. C, °°° °°° o°° O° ° 0 °° / r °o° °°oo°°oao0 °°° o °° / THREADED SEISMIC BASE STAND WITH B3094 ° ° ° °°° °°°° °°00 WSDOT STD. SPEC. 9-03.12(3) \ / 4 ®PROVIDE MULLER LINESEAL III BUTTERFLY FLANGE SUPPORT OR APPROVED EQUAL. °°O°°°° 0 0 O°°00 °OO 00 a O°O°O°O°O° °°O°°OOOO°O°O / / a ` I J / O°OO °00 ° O °°O °O ° / \ v / VALVE CLASS 150B w/ABOVE GRADE. 00000 ,O o00 00 ( O ^ PROVIDE BOLLARDS PER DETAIL 2 SHEET °°°0°°°0 0°°°0 °O / \ 4 i �_� 5 LW PRODUCTS ACCESS HATCH MODEL ' c a °0°°°°° °°°° �_� - C509. INSTALL 1.25 FROM EDGE OF 0°0°0 °00°0°° ° °° WORK BEDDING UNDER �� HHS 2B (30 X 36) CAST INTO THE LID STRUCTURE ©4' SPACING. h _ Z 00° °°°°°° °°0000°°0 000° PIPE HAUNCHES ° °°° o, °° °°° °°°°o° °°° ��a <F PER DETAIL 5/C510. CONCRETE BASE -�� °ao°°o °o°°oa °00� oo ' _ 1 PROVIDE SEALS AND DRAINS. 3000 PSI © 28 DAYS I I ' . W, \� , ,,,�/,, I 4 ©PROVIDE DI PIPE SPOOL. I I TOP OF UNDISTURBED / � / � UNDISTURBED NEW PIPE DIA. SUBGRADE OR TOP OF I � 1 7 6 ( Q 1 7�PROVIDE LINK -SEAL PIPE PENETRATION � PROVIDE 12" DI WATER QUALITY OUTLET U SUBGRADE 30" (WHEN D <= 12") FOUNDATION MATERIAL \ / ¢� \ _ / SEAL. RESTRICTOR PLATE WITH 10.4"� ORIFICE. WSDOT STANDARD \ a STABILIZE SUBGRADE PER 1.5D + 18 (WHEN D >= 14) 5LF 18 DI ONSITE GEOTECHNICAL SPEC. 9-03.18 ®OVER-EXCAVTE 24", PLACE 18" QUARRY (BYPASS OUTLET) 2 SPALLS, PLACE ONE LAYER TENSAR BX1500 II SITE INSPECTOR GEOGRID, PLACE 6 CLEAN CRUSHED ROCK. 3 PAN COMPACT CRUSHED ROCK BACKFILL TO A PERMIT SUBMITTAL 18" HDPE NTS - III 1'-4" DIA. (4") (BYPASS OUTLET) i� z FIRM, FLAT AND UNYIELDING SURFACE STORM DRAINAGE (STS) II USING A VIBRATORY COMPACTOR HAVING A DESIGN BY DOWL DATE 09.29.20- DETAIL - TYPE 2 BOLLARD 2 TYPICAL TRENCH SECTION 3 SDMH-1163-20, FLOW SPLITTER (96 3) 0 TYPE 2) MINIMUM WEIGHT OF 800 POUNDS. SCALE: NONE SCALE: NONE C509 C296 SCALE: 1 "=2' C509L29'6,C450 R 413735 BOWL SYM DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY R. TEMPLADO 09.29.20 W5184605 - 09.29.20 CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 �� Sy THIS DESIGN AND/OR CHECKED STORM DRAINAGE DETAILS h�Q� WASy,L � � SPECIFICATION IS APPROVED I T. NEU 09.29.20�T� \I II = � SHEET SEQUENCE NO. APRON A Cl PROJECT - SITE DCN-01 RT TWN 06.13.16 = APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 ® APPROVED BY DEPT. DATE T. NEU 09.29.20 APRON A -SITE STORMWATER IMPRO MENTS (STALLSPf3 A7) C509 C32 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 1 CHECKED 948 D. MURATA 09.29.20 SITE 05-YD - 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 '�F��\ APPROVED 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 k CIVIL MASTER RENTON, WA DWG N0. 05-APRON-A-0509 N C N