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HomeMy WebLinkAboutR-424603(D CV O W 5 LU Ir—/)`n Z 0 I — a J_ LL irr LU 5� rr 0 I— O rr' 0 M of W W Z o� c��mzv> \ Q� LJ Ujp- M O + = w w � w U 0 7 M = J w a=N"t�Ua > � � U����a Wa OJ C3 ?0 Q0 NNU(n (nZ�a OO� N ma aaawa = S D N O O D U U U N U > Q a pO N N N �C4 �CO OZO c c> n�a---� -Q� SCOPE OF WORK I I IJ W W a O Z J SEE SHEET C-1004 FOR o z z Q a N aoo ' z WJLJw ENLARGED SITE PLAN o �oowo��� J N m< M �, S � OF OUTFALL #2 NORTH w w �� o J o�� U = N Z \ UZ U �'-� Cn N ¢ w=} U Y U(~�c0 Z Lj �QW� �� �O W \ \ W 6�00 OJ �_ L�jW NLZ _ Uz JD��w� U Q Ul=ZZ ~ CO Cc W Of W o CD O�H Q N Z J N 0 Z J M¢ M ~.� \ O 0ZwZZ ZC� wz�cUZ co W w W W L'J W U LLJ W Za¢�oU U)m=�~U)UO Cq - Ow p�w¢o OJO -N000UC)0 awr-- �Z mQom z Ld ter` w m� z0 ww � CD o woC=L_ CD =�H Z W m� I tj O �Ln 0)O W D Cc Z�- W _ o �� M- =0N Q W coc0M OCO pZj I Oa�cOpcO CO C-) �� HQ a Q ZU Q 000 �� W c1l CD 0 W = p ¢�-¢ cn cn O cn ¢ �� Z oO n� �a�= =c> c>cnac> N Qom z� nz Qo m za z wo OW Mof r`a (n coZ QOM wZ ZU U (nZ �¢� U m 00aa cnz c> na�� � =oa cam» m�r`aa ¢0i�: CD QoLn m��aa 8El Qf>�� ow I 21. w UZ a ¢ai:2 SD-C>C> Z mRoaa w�� 21.4 HQ�� SD�UU UZ�� I - O O Q H- Na U Z Q H N N W = O N U U p U) U(n O__c0 QH�NN U(n O_�� OO U(~�NN I J Ln¢� /.LLJ _ U na�� ¢�-NN z W i � D O W w --� — �o 21.4 _CD _ w w w - - o�.a� J °� I I F_ 1446.3 36- 1446.24'(C) _ 8' CYCLONE FENCE N�OF21.3 � coJ�cNp�o CD I � --- — -- I ----------------- 21.3 --- ¢ U�� 20.7 w CDa�o� y o u Y _ I I 000b I Q zzE`' U') • � — — — — OVERHANG --_. _ w � •v-- �� —r— --�--------------- G N \ QPO wo i Www /---------------$--------- N > >= n oLLJ a- ----- o C�o�zo�o �0�0 L.Jw I �_ I I �U��O0INCON w I I o� 6 n�aN� i co \ z C, w� Q w — = w � \ m � N z = � Cn z cn ^ _'m SEE SHEET C-1003 FOR CD \ PROPOSED PUMP = o N m °� a a =o a ^ CO ENLARGED SITE PLAN s I N z J AND FILTER SYSTEM a s = o a z Z� I I OF OUTFALL #1 SOUTH \ �� Q H N NCn UZ W Qp^ ?i- O co O �H \ QH�NN cJ> mm a o �� o •� w. I I�.o� �' �.�•� �.� L�LJw �z as I I z0 °� n s • oU I / _ \ Q0 O ¢�.N= w� -� wwl �� �> I oo � \ • l fhl I� M N U (n CO c9 LLiJ 00 Z (n Z L6 '6 I VL U HO w W ' I Q LLJ 0000 LJ W O I I QU mO � a a W � OI �s �o / I 1-0 N O Z = U W I \ Z U W W N Lo W Z Q O Q � • 2� J N N '6- w z n ^I v� �z n o =o� zCL mo A' ¢' O . N w 00 �o w ��� \ m�a zaa �^ JZ �zQ�_ _ ���wz o� w 1 Cnn o zo z� ��� co cD arnc>�� c�N �O sc>na�� mao ��� co ��z i I\ Z I I =� v aw Nc� C" z �Q��c>c> m�oaa c> ca =o �o I o 0 } co QOC. U, I mOW • Z \ UU7���� ' I� U 0~ mQO�U� I \ U(n�c0- - Zw =O M= a_ QH�NN I = — — — I Vj g� �Q a I I b N ¢ H � Nx N > I O] � � I Z I I I oL� Unm���------ _ / I--------- 0 0 i —— / o� o� 21.4� — — — — — — — — j%Tf� ------ Cam}------- 2,.3 IIN o� p I -----------$----------- --.—.—. .Jo PROPOSED PUMP O I — —e AND FILTER SYSTEMLO N01'49'38"E 1485.86'(C) o zo 1485.95'(P) W W U r` W NSF RAILROAD oz RIGHT-OF-WAY �� 8' CYCLONE FENCE z w CIA ZD � w w w w o co ¢ o Z O Uj I—M L()M ww W i z0 I mQOZZOw ¢ MO�-� O� wo SONOOJS (Z� ���� ¢ ��cNO W W W W �� QZ¢�UUCDo mCD�(nLLLJLLLJZ ZCD �U CcoW 0� WW DU I U(n�0000�Z 200N»» mOCOa"o Ld Q r< 000 M— I ¢� c>z aaaa arn�c>c> za oc w o�! I n w� z� o¢ U(% ����� UZ as QDO�ZW QOV')Z �0 �w QH�Nc - m[)f mCY r`aa ZU W �� =0-U» SD-UU U Z a s U Z m a a N N W Z Z w UN�Cv cOO QH:�NN 2��UU awl ZC' OJC� c>cno UZ �a U UN�NN UQWw ZtYQW WU� QZ[L L�J LJ �w� ¢= O- w w a 0 U H Y U UU) Mr ores-U1 a- Li W ) H := W-� 4 O j a U J W a m � U � U % � � � � a � z = � WWU � U z� V) U 0o LL LL U) Z W 00 a W m� 00 00zaa011a~� oU) O O =0 NOoo UUU> Uc ZU~C)_ Q¢a�a0 O ONO3N� n w Up 00 =z�a� UU mm INSTALL STORMWATER TREATMENT SYSTEM AT TWO LOCATIONS AS SHOWN. WORK AT EACH LOCATION WILL INCLUDE THE FOLLOWING: 1. MOBILIZE; CONDUCT PUBLIC AND PRIVATE UTILITY LOCATES. 2. INSTALL A 6' HIGH, POST -DRIVEN, CHAIN -LINK, TEMPORARY TREE PROTECTION FENCE AROUND THE DRIP LINES OF ALL TREES TO BE RETAINED. THIS FENCE SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION ACTIVITIES HAVE CONCLUDED. 3. EXCAVATE FOR CONCRETE PAD FOUNDATIONS. 4. FORM, REINFORCE, AND POUR TWO CONCRETE PAD FOUNDATIONS. 5. PLACE AND ANCHOR STORMWATERx TREATMENT SYSTEM ON EACH PAD. 6. INSTALL PUMP SYSTEM. 7. INSTALL AN 8' HIGH, TEMPORARY SECURITY AND SCREENING FENCE AROUND EQUIPMENT ALLOWING SUFFICIENT SPACE FOR MAINTENANCE OF EQUIPMENT AND ANY ABOVE GROUND PIPING. 8. CORE DRILL VAULT LIDS OF ON -SITE PRIVATE STORMWATER OUTFALLS. 9. FURNISH AND INSTALL SCHEDULE 40 PVC PIPING AND CONNECTIONS, INCLUDING 4" PVC PIPING FROM PUMP OUTLET TO FILTRATION SYSTEM INLET AND 6" PVC PIPING FROM FILTRATION SYSTEM OUTLET TO EACH OUTFALL OUTLET. 10. FURNISH AND INSTALL PIPE SUPPORTS AS NECESSARY TO SECURE PIPE IN MANHOLES AND ABOVEGROUND. 11. PIPING AND SUPPORTS MENTIONED ABOVE ARE TEMPORARY FOR A PERIOD OF UP TO 12 MONTHS FROM THE PERMIT ISSUANCE DATE WHEN THEY WILL BE REPLACED WITH THE PERMANENT SYSTEM. IF THE PERIOD EXCEEDS 12 MONTHS, THE SYSTEM OPERATOR WILL NOTIFY THE CITY OF RENTON. 12. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED AT BOTH OUTFALLS AS INDICATED PER DETAILS ON SHEET C-6001. TOTAL REPLACED IMPERVIOUS SURFACE: 740 SF TOTAL DISTURBED AREA (EXCAVATION/BACKFILL): 800 SF 144 CY NOTE: REFERENCE BASED ON FIELD SURVEY BY CONTOUR ENGINEERING, LLC. DATED DECEMBER 19, 2022 (SEE ATTACHED SURVEY FOR REFERENCE ONLY) N01'56'10"E 1551.56'(M) / 1551.67'(P) M AVENUE r9x MARo`� 4 pF WAS I � I N CD O r` L0 O O C'7 CV 61 I I I W U) R-424603 O Ix 0 �' �■ IN COMPLIANCE WITH CITY OF RENTON STANDARDS '.M�Nffi GHD Inc. Q 9725 Third Avenue NE Suite 204 22032365 / SURFACE WATER UTILITY �, DEVELOPMENT ENGINEERING Seattle Washington 98115 USA %'+ IL ss, T 1 425 563 6500 %I. J Farah 04/14/2023 ' yq i 04/13/2023 ' J www.ghd.com — yr S�2oZ Conditions of Use FOR CITY PERMITTING PURPOSES This document and the ideas and designs incorporated herein, as an instrument professional service, is the property of n who GHD has agreed can use this GHD. This document may only be used by GHD's client (and any other person D ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS 4-5-2023 C ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS 3-16-2023 B ISSUE FOR PERMIT 1-9-2023 A ISSUE FOR PRELIMINARY 12-20-2022 NO. REVISION BY DATE document) for the purpose for which It was prepared and must not be used by any other person or for any other purpose SURVEYED: SCALE: 1 M=606 V HORI ONTAL• N D1983/1991 1, A DATU IVI - CITY OF RENTON Planning/Building/Public Works Dept. DESIGNED DRAWN: JB ONE INCH CHECKED AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLAV AP P R APPROVED: 0 60 120 SCALE: 1" = 60' XPO LOGISTICS RENTON STORMWATER FILTRATION SYSTEM 11207014 SITE PLAN LL Ir LU Q DATE: 4-5-2023 FIELDBOOK: PAGE. DRAWING NO: C-1001 0 CO SHEET: 3 OF, 11