Loading...
HomeMy WebLinkAboutzR-4246setI I 0 LU 73 LU 0 z 0 Q rr H LU rr 0 I- 0 T N It C" 3 0 0 O 0 I Z I 0 I x x I x x I 0 CD 0 0 N to N O N o Q Q c N O _I C 0 U IT 0 J 0 x x o I O N N U t 0 a_ h / U w J ,k, c 91 IN ILI VICINITY MAP 0 2500 5000 ft �r ■ I VIIIIIII � IIlr�®`'� ,J IIIIV` /, JMEN XPO LOGISTICS RENTON STORMWATER FILTRATION SYSTEM 400 SW 34th STREETco CD RENTON, WASHINGTON 98055CD co APRIL 2023 PROJECT NUMBER: 11207014 ILl AREA MAP 0 250 500 ft kEwEhmmg FOR CITY PERMITTING 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 SURVEYED: DESIGNED: FM DRAWN: JB CHECKED AP P R APPROVED: AV DRAWING INDEX SHEET No. SHEET TITLE G-0001 COVER SHEET C-0001 CIVIL GENERAL NOTES C-1001 SITE PLAN C-1002 AS BUILT SURVEY C-1003 OUTFALL #1 (SOUTH) C-1004 OUTFALL #2 (NORTH) C-6001 EROSION CONTROL DETAILS C-6002 SITE DETAILS M-0001 PROCESS FLOW DIAGRAMS S-0001 STRUCTURAL NOTES S-6001 STRUCTURAL DETAILS GHD Inc. ' 9725 Third Avenue NE Suite 204 Seattle Washington 98115 USA T 1 425 563 6500 �■ www.ghd.com Conditions of Use PURPOSES This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD's client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. SCALE:VER`n_ HORIZONTAL- NAD 1983/1991 AS NOTED %R] CITY 0 F RENTON ONE INCH DATU M VAWSV AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY ii MARO ��ofwUj �sy� UPI, h Z R 22032365 V J I%.— ss, Cl) R-424601 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS O a SURFACE WATER UTILITY DEVELOPMENT ENGINEERING All IIr JFarah 04/14/2023 yqi 04/13/2023 J LL REGIONAL FIRE AUTHORITY APPROVED Uj c � W cthomas 04/17/2023 y4f NEP I— XPO LOGISTICS RENTON �-s-2023 Q STORMWATER FILTRATION SYSTEM FIELDBOOK: 5� PAGE: G 11207014 DRAWING NO: COVER SHEET G-0001 0 SHEET: 1 OF:+ 1 Cfl It CV 0 LU 2 LU v! z O a J_ LL Ir LU a C� G rr O CV C) CV yo- GENERAL CONSTRUCTION NOTES: 1. THE DESIGN AND CONSTRUCTION OF ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST REVISION AND/OR VERSION OF ALL CODES AND REFERENCE STANDARDS. 2. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AND MEASUREMENTS AT THE SITE AND REPORT TO THE ENGINEER ANY DISCREPANCIES OR UNSATISFACTORY CONDITIONS WHICH MAY ADVERSELY AFFECT THE PROPER COMPLETION OF THE JOB BEFORE PROCEEDING WITH THE WORK. 3. DO NOT SCALE DRAWINGS. 4. ALL DIMENSIONS ON THE DRAWINGS ARE IN FEET AND INCHES UNLESS NOTED OTHERWISE. 5. MAINTAIN A SET OF DRAWINGS ON SITE AND UPDATE FREQUENTLY WITH CONSTRUCTION RECORD INFORMATION. 6. THE LANDOWNER/OPERATOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL PERMITS AND EASEMENTS. THIS INCLUDES ALL FEDERAL, STATE AND LOCAL PERMITS. THE LANDOWNER/OPERATOR IS TO ENSURE THAT THE CONTRACTOR HAS ACQUIRED ALL PERMITS. 7. THE LANDOWNER/OPERATOR IS RESPONSIBLE FOR CHECKING AND COMPLYING WITH ALL LOCAL ORDINANCES THAT MAY AFFECT THE PROJECT. 8. ALL CONSTRUCTION SHALL BE CARRIED OUT IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. ALL COMPONENTS OF THE COMPLETED SYSTEM SHALL CONFORM TO THE LINES, GRADES, ELEVATIONS, DIMENSIONS AND MATERIALS SHOWN ON THE PLANS. 9. ANY CHANGES IN THE PLANS OR SPECIFICATIONS MUST BE APPROVED BY GHD PRIOR TO BEING MADE. CHANGES ARE TO BE REVIEWED BY THE LANDOWNER/OPERATOR FOR CONCURRENCE. SUBSTITUTIONS FROM SPECIFIED PRODUCTS AND MATERIALS SHALL BE APPROVED BY THE ENGINEER PRIOR TO ORDERING OF MATERIALS. 10. APPROVED SHALL MEAN APPROVED IN WRITING BY THE ENGINEER OF RECORD. 11. GHD MAKES NO REPRESENTATION AS TO THE EXISTENCE OR NONEXISTENCE OF ANY UTILITIES AT THE CONSTRUCTION SITE. IT IS THE RESPONSIBILITY OF THE LANDOWNER/OPERATORS AND CONTRACTORS TO ASSURE THEMSELVES THAT NO HAZARD EXISTS OR THAT NO DAMAGE WILL OCCUR TO UTILITIES. DIGGERS HOTLINE SHOULD BE NOTIFIED AT 811 (JULIEBEFOREYOUDIG.COM) AT LEAST 3 FULL BUSINESS DAYS PRIOR TO EXCAVATION. 12. ALL DISTURBED AREAS SHALL BE RESTORED TO PRECONSTRUCTION CONDITIONS SUCH AS CONCRETE FINISH TOPSOILED, FERTILIZED, SEEDED, AND MULCHED OR OTHERWISE STABILIZED AS REQUIRED ON THE CONSTRUCTION PLANS. 13. CLEAR AND GRUB ALL AREAS NECESSARY FOR THE CONSTRUCTION OF ALL STRUCTURES. 14. DELIVER, HANDLE, AND STORE ALL MATERIALS IN A MANNER AS TO AVOID ANY DAMAGE. HEALTH AND SAFETY NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR KNOWING AND FOLLOWING ALL APPROPRIATE SAFETY STANDARDS. 2. HARD HATS MUST BE WORN BY ANYONE ON THE SITE WHO MAY BE EXPOSED TO FALLING OBJECTS OR ANYONE WITHIN OPERATING RANGE OF OVERHEAD CONSTRUCTION EQUIPMENT. OVERHEAD CONSTRUCTION EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, BACKHOES, CRANES, DRAGLINES AND FRONT-END LOADERS. EQUIPMENT OPERATORS WITHIN ENCLOSED VEHICLES ARE ALSO REQUIRED TO WEAR HARD HATS. FOUNDATION, EXCAVATION AND BACKFILL NOTES 1. BACKFILL MATERIAL AROUND WALLS SHALL BE NATIVE MATERIAL FREE FROM ORGANIC AND DELETERIOUS MATERIAL. SOFT CLAY MATERIAL SHALL NOT BE USED AS BACKFILL MATERIAL UNLESS APPROVED BY THE GEOTECHNICAL ENGINEER. 2. BACKFILL TO BE PLACED AND COMPACTED IN ACCORDANCE WITH IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS DIVISION 2 - EARTHWORK. 3. THE LINE OF SLOPE BETWEEN ADJACENT EXCAVATIONS FOR FOOTINGS SHALL NOT EXCEED THE LIMITS DETERMINED BY THE GEOTECHNICAL ENGINEER. DESIGN AND CONSTRUCT ADEQUATE SHORING AS REQUIRED. SHORING IS TO BE DESIGNED BY A PROFESSIONAL ENGINEER. 4. MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 1,500 PSF, MINIMUM SOIL SUBGRADE MODULUS OF K=100 PCI. CAST -IN -PLACE CONCRETE NOTES 1. ALL MATERIALS AND CONSTRUCTION PRACTICES SHALL BE IN ACCORDANCE WITH THE LATEST APPLICABLE ACI SPECIFICATIONS/GUIDELINES. THESE INCLUDE, BUT ARE NOT LIMITED TO, ACI 301, 304R, 305, 306, 308, 315. 2. CONCRETE DESIGN IN ACCORDANCE WITH ACI 318-14. MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,500 PSI AT 28 DAYS. CONTRACTOR MUST PROVIDE MIX DESIGN TO OWNER FOR APPROVAL. 3. CONCRETE FORMS SHALL HAVE SUFFICIENT STRENGTH AND RIGIDITY TO HOLD THE CONCRETE AND WITHSTAND THE NECESSARY PRESSURE, TAMPING, AND VIBRATION WITHOUT DEFLECTION FROM THE PRESCRIBED LINES. THEY SHALL BE MORTAR -TIGHT AND CONSTRUCTED SO THAT THEY CAN BE REMOVED WITHOUT HAMMERING OR PRYING AGAINST THE CONCRETE. THE INSIDE OF THE FORMS SHALL BE OILED WITH A NON -STAINING MINERAL OIL OR THOROUGHLY WETTED BEFORE CONCRETE IS PLACED. 4. METAL TIES OR ANCHORAGES SHALL BE FULL DIMENSION. NOMINAL SIZE WALL TIES ARE NOT PERMITTED. WALL TIE ENDS MUST BE BROKEN OFF MINIMUM 1/2" INSIDE THE WALL AND PATCHED WITH AN APPROVED PATCHING MATERIAL. TIE PATCHING IS REQUIRED ON BOTH THE INSIDE AND OUTSIDE OF CONCRETE STRUCTURES. 5. ALL CONCRETE FOR WALLS SHALL BE CONSOLIDATED WITH INTERNAL TYPE MECHANICAL VIBRATORS. CONCRETE SHALL BE PLACED CONTINUOUSLY IN HORIZONTAL LIFTS NOT GREATER THAN 20 INCHES AND AS TO NOT CREATE COLD JOINTS. CONCRETE BEING PLACED SHALL NOT BE DROPPED FROM A HEIGHT GREATER THAN 6 FEET. 6. DO NOT PLACE BACKFILL LOADS ON WALLS UNTIL THE CONCRETE HAS ACHIEVED 100% OF THE 28-DAY DESIGN STRENGTH. 7. NO CUTTING OR DRILLING IN HARDENED CONCRETE IS PERMITTED WITHOUT APPROVAL FROM THE ENGINEER. 8. PIPES, HOLES, AND PENETRATIONS TO BE INSTALLED BETWEEN REINFORCING. DO NOT CUT REBAR FOR PIPES, HOLES, AND OTHER PENETRATIONS, UNLESS DONE IN ACCORDANCE WITH DRAWINGS. 9. PROVIDE 1" CHAMFER ON ALL EXPOSED CONCRETE EDGES. 10. THE STEEL REINFORCED CONCRETE PADS LOAD BEARING CAPACITIES WERE DESIGNED WITH A PRESUMPTIVE LOAD BEARING ASSUMPTION OF SOIL BEARING CAPACITY OF 1,500 LBS/SF PER SECTION 1806.2 AND PRESUMPTIVE LOAD BEARING VALUES TABLE 1806.2 11. REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 SPECIFICATIONS. ALL REINFORCING MATERIAL SHALL BE FREE OF DIRT, LOOSE RUST, SCALE OIL, PAINT OR OTHER COATINGS. WELDING OF REINFORCEMENT STEEL IS NOT PERMITTED. 12. REINFORCING STEEL AND WATERSTOP SHALL BE ACCURATELY PLACED IN POSITION AS SHOWN ON THE PLANS AND FIRMLY ANCHORED TO PREVENT DISPLACEMENT DURING PLACEMENT OF CONCRETE. INSERTION OF STEEL INTO FRESH CONCRETE IS NOT PERMITTED. 13. BAR SPLICE AND DEVELOPMENT LENGTHS ARE TO BE IN ACCORDANCE WITH ACI 318-11 CL. 12.2.3, AS LISTED BELOW. UNLESS NOTED OTHERWISE ON DRAWINGS. BAR SIZE LAP SPLICE LENGTH (FOR SLABS) DEVELOPMENT LENGTH HOOK LENGTH HOOK DEVELOPMENT LENGTH #3 12" 9" 6" 7" #4 15" 12" 8" 101, #5 191, 15" 101, 12" #6 23" 181, 12" 15" #7 33" 25" 14" 17" #8 371' 291' 16" 191, (BASED ON STANDARD WEIGHT CONCRETE, GRADE 60 REINFORCING BARS, F'C = 4,500 PSI) MULTIPLY THE LAP & DEVELOPMENT LENGTHS ABOVE BY 1.3 FOR TOP BARS AND 1.5 FOR EPDXY COATED BARS MULTIPLY THE HOOK DEVELOPMENT LENGTHS ABOVE BY 1.2 FOR EPDXY COATED BARS. 14. WHEN BARS OF DIFFERENT SIZE ARE LAP SPLICED, LAP LENGTH SHALL BE THE LARGER OF: A) DEVELOPMENT LENGTH OF LARGER BAR B) LAP LENGTH OF SMALLER BAR 15. THE MIN. CLEAR DISTANCE BETWEEN REINFORCING STEEL AND SURFACE OF CONCRETE MUST BE AS FOLLOWS: WALLS: 2" TO EXT. & INT. FACE FOOTINGS & SLABS: 3" TO BOTTOM FACE CAST AGAINST EARTH, 2" TO TOP FACE AND SIDES 16. REINFORCING IS TO BE GENERALLY DETAILED IN ACCORDANCE WITH CRSI MANUAL OF STANDARD PRACTICE (LATEST EDITION). 17. IF THE DEPTH OF A FOOTING/FOUNDATION IS SUCH THAT A HOOK DEVELOPMENT LENGTH CANNOT BE ACHIEVED FOR THE VERTICAL WALL DOWELS, THE HORIZONTAL LEG LENGTH OF THE DOWEL SHALL BE EQUIVALENT TO THE DEVELOPMENT LENGTH OF THE BAR. 18. BARS LABELED "MID" TO BE LOCATED AT MID -DEPTH OF THE SECTION. 19. ALL REINFORCING AND WATERSTOP TO BE INSPECTED BY THE ENGINEER BEFORE POURING CONCRETE. 20. CONSTRUCTION JOINTS SHALL BE MADE AND LOCATED SO AS NOT TO IMPAIR THE STRENGTH OF THE STRUCTURE. IF CONSTRUCTION JOINTS ARE NOT SPECIFICALLY LOCATED ON THE DRAWINGS AND THERE IS ANY DOUBT CONCERNING THE LOCATION, THE CONTRACTOR MUST CONSULT WITH THE ENGINEER. 21. WHERE A CONSTRUCTION JOINT IS TO BE MADE, THE SURFACE OF THE SET CONCRETE SHALL BE THOROUGHLY CLEANED AND BE IN DAMP CONDITION WITH NO FREE WATER ON THE SURFACE, IMMEDIATELY BEFORE PLACING ADJACENT CONCRETE. REINFORCING STEEL PROJECTED THROUGH A CONSTRUCTION JOINT SHALL BE THOROUGHLY CLEANED OF FLAKY RUST, MUD, OIL, DRIED CONCRETE OR ANY OTHER COATINGS THAT WOULD COMPROMISE THE BOND. 22. CONSTRUCTION JOINTS AS SHOWN ON DRAWING. 23. WATERSTOP SHALL BE MADE OF PVC OR HYDROPHILIC COMPOUND. THE WATERSTOP SHALL BE THE TYPE AND SIZE SPECIFIED ON THE CONSTRUCTION DRAWINGS. ALL PVC WATERSTOP INTERSECTIONS SHALL BE FACTORY WELDED. WATERSTOP SHALL BE THOSE LISTED BELOW OR ENGINEER APPROVED EQUIVALENT. 6-INCH WATERSTOP SHALL BE GREENSTREAK NO. 709 OR ENGINEER APPROVED EQUIVALENT 24. ALL SPECIFIED SEALANTS SHALL BE THOSE LISTED BELOW, AND/OR ENGINEER APPROVED EQUIVALENT. SIKAFLEX 1A - ONE COMPONENT, POLYURETHANE BASED ELASTOMERIC SEALANT 25. CURING COMPOUND SHALL BE A LIQUID MEMBRANE -FORMING COMPOUND SUITABLE FOR SPRAYING ON THE CONCRETE SURFACE. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF ASTM C309 TYPE 2 (WHITE PIGMENTED). 26. ISOLATION JOINT MATERIAL SHALL BE MIN. 1/2" THICK ASPHALT IMPREGNATED FIBERBOARD, TO ASTM D1751. 27. EPDXY ANCHORING COMPOUND SHALL BE ULTRABOND1 TWO COMPONENT EPDXY ANCHORING GEL, TESTED IN ACCORDANCE WITH ASTM E488-10 & ASTM E1512-01, OR ENGINEER APPROVED EQUIVALENT. 28. FIELD TEST SHALL BE CONDUCTED ON THE CONCRETE DURING PLACEMENT AND SHALL CONFORM TO A CONCRETE STRENGTH OF 4,500 PSI, AIR ENTRAINMENT OF 6% + OR -, AND A SLUMP OF 5 INCHES. APPROXIMATELY 6 CONCRETE CYLINDERS SHALL BE CAST EVERY 150 CUBIC YARDS AND STRENGTH TESTED AT 7 DAYS AND 28 DAYS. SOIL NOTES 1. SUBGRADE SOILS SHALL BE COMPACTED TO STANDARD PROCTOR 95% MAXIMUM DRY DENSITY PER ASTM D698. 2. SUBBASE SHALL BE 12" GRAVEL TO MEET THE REQUIREMENTS OF SECTION 9-03.12(1)(B) -CLASS B DIVISION 9 MATERIALS - 2023 STANDARD SPECIFICATIONS WSDoT. Irgl MARO�1 of w�sy� UPI, 4- z R-424602 0 W[■ IN COMPLIANCE WITH CITY OF RENTON STANDARDS GHD Inc. ' 9725 Third Avenue NE Suite 204 DEVELOPMENT ENGINEERING Seattle Washington 98115 USA I T 1 425 563 6500 ■� yqi 04/13/2023 www.ghd.com Conditions of Use This document and the ideas and designs incorporated herein, as an instrument professional service, is the property of FOR CITY PERMITTING PURPOSES n who GHD has agreed can use this GHD. This document may only be used by GHD's client (and any other person document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. SURVEYED: D ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS 4-5-2023 DESIGNED C ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS 3-16-2023 B ISSUE FOR PERMIT 1-9-2023 DRAWN: JB A ISSUE FOR PRELIMINARY 12-20-2022 CHECKED NO. REVISION BY DATE APPR APPROVEAV SCALE: DATE: NONE HOR ONiAL• NAD 1983/1991 CITY OF X P O LOGISTICS R E N TO N 4-5-2023 RENTON STORMWATER FILTRATION SYSTEM FIELDBOOK: %R]11207014 PAGE: ONE INCH DATUM 17 * DRAWING N0: AT FULL SCALE Planning/Building/Public Works Dept. CIVIL GENERAL NOTES C-000 IF NOT ONE INCH SCALE ACCORDINGLY SHEET: 2 OF, + LO C) C) C) M CV U 2 LU U) z O a J_ LL Ir LU a O Ir-^ V J (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 ,W'Nej I'; LEGAL DESCRIPTION: ASBUILT SURVEY A PORTION OF THE SE 1/4 OF THE NW 1/4 AND A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SECTION 30, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON �cm m o �ww ¢ m < m J e� yy��'4�yit��y31y11 �••m8�88 a � 6. � ""' -------------- ---- - - - - -- - 15g S $$ w r---------- =e_^ 4521W�M ' "q11fY$�W 3=<SG> LOTS 5 AND 8, BLOCK 1 BURLINGTON NORTHERN ORILLA INDUSTRIAL PARK RENTON DIVISION NO.1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME IDS OF PLATS, PAGES 12 AND 13. RECORDS OF KING COUNTY, WASHINGTON SITUATE IN THE COUNTY OF KING. STATE OF WASHINGTON. BASIS OF BEARING: GRID NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS1 LAMBERT GRID WASHINGTON STATE NORTH ZONE COOROINATES.THE NORTH AMERICAN DATUM OF 1983/2011 (NAD 83/2011 EPOCH 2O10.00) GRID COORDINATES WERE FOUND TO BE 166923.525/ 1297760.869 AT A MONUMENT INCASED, LOCATED AT THE INTERSECTION OF SOUTHWEST 34TH STREET AND EAST VALLEY HIGHWAY. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 1. 6000026554 AND THE GRID SCALE FACTOR OF 1, 0000098718 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. VERTICAL DATUM: BASE: HELD CITY OF RENTON BENCHMARK NO.1544 ELEVATION: 19.757 FEET (NAVD 88) SITE: TOP OF BRASS DISC, INCASED. IN THE CENTER OF THE CUL-DE-SAC AT THE EAST ENO OF SOUTHWEST 29TH STREET. ELEVATION: 19.74 FEET m mm ¢ Cn . $ W QQ = W 3 aoF-ar Z a � aoa�� ccI—W O H 11CC u Lu N i J H OJ Y m > SURVEYOR NOTES: 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A TWO (2) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (TRIMBLE S61AND REAL TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM (GPS) (TRIMBLE RIO). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090. 2) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS THEY EXISTED NOVEMBER 15. 2022. THE DATE OF THIS FIELD SURVEY. 3) UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE OF THEIR INSTALLATION ARE SHOWN HEREON. 4) THE LEGAL DESCRIPTION SHOWN HEREON IS AS PROVIDED BY THE CLIENT. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. 5) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES. 6) THE PURPOSE OF THIS SURVEY IS TO LOCATE THE STORM SYSTEM ON SITE. 7) ELEVATION CONTOURS SHOWN HEREON ARE DERIVED FROM FIELD MEASUREMENTS AND MEET OR EXCEEED THE MINIMUM ACCURACY CRITERIA OF THE NATIONAL MAPPING STANDARD, BEING ONE-HALF THE CONTOUR INTERVAL. ----- --- --- � I I ;( I $ A Oh��eb I e I I I I I I I RAILRTIOAO RIGHTHT-OF-WAY I — — — —SO '19'36•M .24'(CI — — — 1446.34'(P) li I d I I I I � I I � I '$ I I 1485.85- (C) Sm� Z CV !Z Q1 ^1Mw = W 3 $� C 4 mz�ar C, 0CL wo 1Lo CC U H x J =Cr J H m o> Y Ig156'f0'E 1551.56DO / 1551.57-(P) LIND AVENUE EASEMENT NOTES: L7 O i H— w C9co m O CO' LC O J � Z � 8R LD ¢ O ¢ �I,55 FS7Pi y 'VC �� g4a`Ir $ a $$ Uo )) a =$$ � $R$$ amn '6z.86.5" — — — — 6' CYCL FENCE — — — — — — — — — — — — — I ro ) � I 1. 10' LANDSCAPING AND UTILITY EASEMENTS. FILED UNDER RECORDING N0.7809250902. SHOWN HEREON. AFFECTS NORTH, EAST AND SOUTH PROPERTY LIDS AND THE COMMON PROPERTY LINE BETWEEN LOTS 5 AND B OF BLOCK 1 BURLINGTON NORTHERN ORILLA INDUSTRIAL PARK. 2. AN ELECTRICAL TRANSMISSION AND/OR DISTRIBUTION SYSTEM EASEMENT FILED UNDER RECORDING NO.7906060702. AS SHOWN ON DOCUMENT FILED UNDER RECORDING NO.20221104160652104, AFFECTS THE WEST PROPERTY LINE. EASEMENT DOCUMENT CANNOT BE FOUND ON-LINE. 3, A 20' RAILROAD EASEMENT, FILED UNDER RECORDING NO.7903130592. AS SHOWN ON DOCUMENT FILED UNDER RECORDING NO.20221104160652104 AFFECTS THE WEST PROPERTY LINE. EASEMENT DOCUMENT CANNOT BE FOVN0 ON-LINE. A. A 15' CITY OF RENTON UTILITY EASEMENT, FILED UNDER RECORDING NO. 8012290366 AS SHOWN ON DOCUMENT FILED UNDER RECORDING NO. 20221104160652104, AFFECTS THE WEST PROPERTY LINE. EASEMENT DOCUMENT CANNOT BE FOUND ON-LINE. 5. A 10' WALK AND LANDSCAPE EASEMENT FILED UNDER RECORDING NO. 8101120506 AS SHOWN ON DOCUMENT FILED UNDER RECORDING NO. 20221104160652104, AFFECTS THE NORTH PROPERTY LINE. EASEMENT DOCUMENT CANNOT BE FOUND ON-LINE. A. A 20' WATER EASEMENT, FILED UNDER RECORDING NO.7505210388, AS SHOWN ON DOCUMENT FILED UNDER RECORDING NO.20221104160652104, AFFECTS THE NORTH PROPERTY LINE. EASEMENT DOCUMENT CANNOT BE FOUND ON-LINE. e �8e m4$ S4 "' .y Lu :z =Y W C _ 81 r-i mZa>L2 � LOO2�—CD CJ )Z YU C:) O JmC. �,Zy cr H J Y m W > CC LEGEND: 0 = MONUMENT FOUND AS NOTED, VISITED 11-8-2022. = SET /4 REBAR WITH RED PLASTIC CAP STAMPED 'CONTOUR PLS 3B965'. X SET TACK IN LEAD WITH WASHER STAMPED 'LS 38965'. - FOUND REBAR AS NOTED. p = FOUND TACK IN LEAD AS NOTED. •, I �!2 a V] $$ .y� � e F n ww 8' CYCLONE FENCE I EGam I m� p =IM p 11i I 60 120 N C) 0 W 5 LU C/) z O a LL rr LU Q 5� rr O C/) LO O OUTFALL #1 SOUTH CATCH BASIN 18 STANDARD GRATE TYPE II RIM 21.48 TOP OF 18" CMP STANDPIPE 20.18 BOTTOM OF 18" STANDPIPE 14.54 BOTTOM OF STRUCTURE 10.32 12" CONIC NW 15.30 IE 18" CMP SE 13.80 IE 12" CMP NE 14.17 IE 8" PVC SE 17.98 IE *TOP OF 8" PVC SITTING IN 18" CMP PIPE. PIPE RUNS SE TO NW, TURNING UP AT THE NW. THIS COMES UP INTO RETURN LINE TO PUMP, 14.66, *8" PVC UNDER WATER COMES UP TO SUPPLY LINE TO FILTERS AND HOLDING TRUCK, 11.57. CATCH BASIN 17 STANDARD GRATE RIM 19.63 12" CMP E 15.48 IE 12" CMP N 15.65 IE 0 0 J Q Li V) z m 0 CV ------ j___ II I I �I �II BUILDING �❑ �I CATCH BASIN 1 \\ STANDARD GRATE \�\ 21.0 RIM 19.68 12" CMP SE 16.05 IE\�\ 12" CMP N 16.22 IE \\ I ❑:I I� �I SITE PARKING II (SEE NOTE 3) +II I I I I LLJ z W L� W z 0 J 0 0 00 (D PROPOSED CONCRETE PAD K 1 ZO 2 NOTE: A CERTIFIED ARBORIST WILL BE PRESENT DURING EXCAVATION ACTIVITIES TO ENSURE THE PROTECTION OF THE TREES AND THEIR ROOT SYSTEMS. EROSION CONTROL PLAN SCALE: N.T.S. III I II I I I II I I I II I 111 III I I I II I � I I 21' II I 5 II �2 I III II I I I II ICATCH BASIN 16 II STANDARD GRATE II RIM 19.54 II 12" CMP S 15.89 IE 12" CMP NW 15.94 IE t<II II I I I I I ' II CATCH BASIN 14 II STANDARD GRATE RIM 20.05 II 12" CMP S 15.30 IE �II 12" CMP N 15.28 IE II J� J GENERAL NOTES: c 1. REFER TO CERTIFIED ARBORIST'S REPORT DATED 3-3-2023 FOR SITE RECOMMENDATIONS ON BEST MANAGEMENT PRACTICES. w 0 2. DIESEL PUMP IS EQUIPPED WITH AN AUTO START/STOP CAPABLE CONTROL PANEL z ' { Li PROGRAMMED TO COMMUNICATE WITH PRESSURE TRANSDUCERS/FLOATS SET AT PRE -DETERMINED WATER LEVELS OF THE CATCH BASIN. w 3. THE SITE HAS A TOTAL OF 54 PARKING SPACES. THE CRITERIA FOR PARKING IS 1 SPACE U PER 1,500 SQUARE FEET OF NET FLOOR AREA. THE TWO BUILDINGS TOTAL 50,660 SQUARE 'Cfl L J FEET / 1,500 = 34 SPACES REQUIRED. 7 PARKING SPACES ARE NEEDED FOR THE 00 INSTALLATION OF THE FILTER. THIS LEAVES 47 SPACES AVAILABLE FOR PARKING. O O 4. THE EXISTING LANDSCAPING WILL BE USED IN CONJUNCTION WITH THE TEMPORARY O SECURITY FENCING TO SCREEN THE SURFACE MOUNTED EQUIPMENT. THE TEMPORARY N FENCING WILL BE 8 FEET TALL CHAIN LINK WITH PRIVACY SCREEN (SEE DETAIL ON SHEET V N C-6002). u I I : I� � C j'❑ Ir 7// PROPERTY 1 I BOUNDARY II II I � 11 11 �II I : < CATCH BASIN 15 1 , STANDARD GRATE �� RIM 19.57 12" CMP SW 14.83 IE 12" CMP N 15.01 IE 2 \ I \ „„ „ FOUND X ON 1 1/8 ALUMINUM CAP, ON REBAR (UNREADABLE) VISITED 11,/17/2022 N68'0045W 0.18 FROM J CALCULATED POSITION �♦ w\� �( �w wl, d�`w �v/ W W \W I I I� �'w w w w `40 � W W W W W W W �W W W ' ✓ W W W W W W V -4(�°iVCr 265.02' C 265.00'�P� EXISTING TREE DRIP LINE (TYP.) N87°51'30"W 1316.52'(C) / 1316.45'(P) - - CATCH BASIN SW 34TH STREET STANDARD GRATE RIM 20.36 8" CONIC N 17.26 IE 8" CONIC S 17.61 IE (COULD NOT FIND NORTHERLY CONNECTION) 10' LANDSCAPING & (UTILITY EASEMENT RECORDIN� NO,7809250902 of of of I I STORM DRAINAGE MANHOLE KEY NOTES: ORAISE TREE CANOPIES AS SHOWN (SEE CERTIFIED ARBORIST'S REPORT DATED 3-3-2023). O2 INSTALL A 6' TALL, TEMPORARY TREE PROTECTION FENCE AS SHOWN ON THE PLAN PRIOR TO COMMENCEMENT OF ANY PROJECT WORK. FENCE LOCATION SHOWN IS FROM THE CERTIFIED ARBORIST'S REPORT. FENCE TO REMAIN IN PLACE UNTIL ALL WORK IS COMPLETED. OSAW CUT EXISTING ASPHALT AND EXCAVATE FOR INSTALLATION OF PROPOSED 32'-6" x 1 V-0" CONCRETE SLAB FOR AQUIP 210S FILTER SYSTEM. OAFTER SLAB HAS CURED, INSTALL THE AQUIP 210S FILTER SYSTEM, DIESEL PUMP, ASSOCIATED PIPING AND ELECTRICAL EQUIPMENT. O5 INSTALL AN 8' TALL TEMPORARY SECURITY FENCE WITH PRIVACY SCREEN AROUND THE FILTER EQUIPMENT AS SHOWN. O6 STRAW WATTLE WILL BE PLACED AROUND CATCH BASIN 17 DURING EXCAVATION ACTIVITIES FOR THE CONCRETE SLAB INSTALLATION TO PREVENT SILT / SEDIMENT CONTAMINATION. REFER TO DETAILS ON SHEET C-6001. LEGEND: '1 El1 -- ' EXISITING CATCH BASIN LL ==JJ I O11 EXISTING MANHOLE - - - - - - EXISTING STORMWATER PIPE PROPOSED EQUIPMENT PIPING PROPOSED FLEXIBLE EQUIPMENT PIPING STRAW WATTLE 8"-10" 0 TEMPORARY SECURITY FENCE TEMPORARY TREE PROTECTION FENCE EXISTING TREE WITH DRIP LINE APPROXIMATE LIMIT OF EXISTING SHRUB VEGETATION APPROXIMATE LIMIT OF RECOMMENDED 14 FOOT HIGH CANOPY APPROXIMATE LIMIT OF RECOMMENDED 8 FOOT HIGH CANOPY TYPE II RIM 20.74 0X MAI?0 24" CONIC 10.66 IE 15.48 IE 4P WAS �/,i, 18" CMP NW (PLUGGED) AND TO OF yeti HIGH IN STRUCTURE TO MEASURE 12" CONIC E 10.62 IE `' z 36" STEEL W 10.58 IE LU 12" CONIC SE 10.62 IE �r R 22032365 �s'S�AliA7i, � �_ C/) R-424605 z M■ IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 GHD Inc. ~ 9725 Third Avenue NE Suite 204 Q NOTE: SITE REFERENCE BASED ON FIELD SURVEY BY ' Seattle Washington 98115 USA SURFACE WATER UTILITY DEVELOPMENT ENGINEERING �' CONTOUR ENGINEERING, LLC DATED DECEMBER 19, 2022 T 1 425 563 6500 N■ J Farah 04/14/2023 yq i 04/13/2023 J (INCLUDED WITH THIS SUBMITTAL) www.ghd.com LL Conditions of Use CURRENT PLANNING FOR CITY PERMITTING PURPOSES This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of M Herrera 04/13/2023 GHD. This document may only be used by GHD's client (and any other person who GHD has agreed can use this LLI 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: DATE, Q HORIZONTAL- NAD 1983/1991 CITY OF XPO LOGISTICS RENTON 4-5-2023 D ISSUE FOR PERMIT CORRECTED PER CITY COMMENTS 4 5 2023 DESIGNED: 1 =20 C ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS 3-16-2023 FM PAGE. STORMWATER FILTRATION SYSTEM OK: B ISSUE FOR PERMIT 1-9-2023 DRAwN. JB RENTON 11207014 PAGE. ONE IN DATUM DRAWING N0: A ISSUE FOR PRELIMINARY 12-20-2022 CHECKED Dept.SOUTH SITE PLAN AT FULL SCALE Planning/Building/Public Works IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED• D: SCALE ACCORDINGLY OUTFALL #1 SHEET: OF: 5 N CC N 0 LU 5 LU C/) Cn z 0 a LL rr LU Q L rr 0 C/) It 3 0 0 I U I CD 0 I x x I x x I 0 c� I 0 r- 0 04 a� a� t N 0 N o Q % g C a� o I dD� 0 % O d 41 s U 0 __J 0 d x O 0 o N N V) U .0 0 a_ U 0 wz 40 FENCE LINE (2) 6" SCH 40 PVC 11_011+ PIPE OR EQUAL i \ VARIES SAW CUT EXISTING SIDEWALK AT EXISTING JOINTS O RIM 20.82' EXIST. 4' DIAM. CATCH BASIN TYPE II 4' ± \ TOC \ \ \ \ \ \ \ z ° \ PIPE COLLAR / (SEE DETAIL THIS SHEET) \ FIELD ADJUST AS \ NECESSARY \\ \ e NOTE: 1. CONTRACTOR TO FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. 17H STREET (� PROPOSED PIPING AT CATCH BASIN 21 (OUTFALL 92) S88'25'08■E 722.25'(M) / 722.27'(P) PROPERTY BOUNDARY CATCH BASIN 7 STANDARD GRATE RIM 20.60 8" PVC S 18.37 IE 4" PVC E 18.93 IE 4" PVC E 18.15 IE 4" PVC N 18.83 IE 10 SCALE: N.T.S. 10' LANDSCAPING & UTILITY EASEMENT RECORDING NO.7809250902 OUTFALL 2 NORTH CATCH BA IN 21 STANDARD GRATE TYPE II RIM 20.82 TOP OF 12" CMP STANDPIPE 18.30 BOTTOM OF STRUCTURE 11.11 12" CMP S 16.26 IE 12" CMP SW 14.55 IE 12" CMP NE 14.54 IE *TOP OF 8" PVC SITTING IN 12" CMP PIPE. PIPE RUNS NE AND SW TO 90' UP BEND, TO BROUND LEVEL TO SITE (TRUCK), 15.09. 4" PVC SE 18.47 IE +/ \\ PIPE COLL^� (TY 6" SCH 40 PVC PIPE S88°25'08"E 196.36' W W W 8' CYCLONE FENCE 5 -9 X� X X ,. X-� X X s IV 2 \ - 2 4 21.01 FLOW LINE OF VERTICAL CURB INFLUENT PIPING TRANSITION /�� 21 14- \/21.54 DIESEL PUMP (SEE NOTE 2) \/ 4 NOTE: A CERTIFIED ARBORIST WILL BE 20.54 I OVERHANG --- PRESENT DURING EXCAVATION ACTIVITIES I TO ENSURE THE PROTECTION OF THE \/ \ I TREES AND THEIR ROOT SYSTEMS. C PROPOSED CONCRETE PAD 21.3 I // CATCH BASIN 19 I // STANDARD GRATE I // RIM 20.06 12" CMP SW 15.46 IE I // 4" PVC SW 17.79 IE I // 12" CMP NE 15.35 IE \\ I BUILDING CA ST RI 112 12 I I CATCH BASIN 8 STANDARD GRATE RIM 21.22 \\ I 4" PVC NW 19.14 IE \\ // 12" CMP NE 15.87 IE 12" CMP SW 16.05 IE 21.4 \\ F NOTE: SITE REFERENCE BASED ON FIELD SURVEY BY CONTOUR ENGINEERING, LLC DATED DECEMBER 19, 2022 (INCLUDED WITH THIS SUBMITTAL) 4 CATCH BASIN WALL 11, �II I I 20.80 / I I I I I I I I I I I I I I I I II� I I I I TCH BASIN 20 II 60.39' S OF OUTFALL #2) II ANDARD GRATE II M 20.07 CMP S 16.94 IE CMP N 16.84 IE II I I I I �.� IT- II II ❑ II II I I A C-1004 PIPE COLLAR DETAIL SCALE: N.T.S. 6" SCH 40 PVC 90' BEND FOUND PUNCH IN 2" BRASS DISC, ENCASED, IN THE CENTER OF CUL-DE-SAC ON SW 29TH STREET. VISITED 11 /8/2022 SITE BENCHMARK ELEVATION: 19,74 FEET .�0XI TIN TREE FOUND TACK IN LEAD nk IN WALK. VISITED 11/17/2022 STORM DRAINAGE TYPE 11 ' 20.97 LIGHT POLE BASE OR CITY PERMITTING D ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS C ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS B ISSUE FOR PERMIT A ISSUE FOR PRELIMINARY NO. REVISION BY SURVEYED: 4-5-2023 DESIGNED 3-16-2023 1-9-2023 DRAWN: JB 12-20-2022 CHECKED DATE APPR APPROVED: AV - RIM 21.81 18" CONC S 13.21 IE (0.5' OF MUD IN CULVERT) 18" CONC NE 13.21 IE 18" CONC NW 13.20 IE EXISTING LANDSCAPING (SEE NOTE 3) CATCH BASIN STANDARD GRATE RIM 19.40 8" CONC S 16.54 IE .4 � 0 �■ 0 GHD Inc. I ' 9725 Third Avenue NE Suite 204 Seattle Washington 98115 USA IT 1 425 563 6500 �■ ■ www.ghd.com Conditions of Use PURPOSES This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD's client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. SCALE: VER'nI V 1 M=20' HORI ONI N D1983/1991 CITY OF RENTON ONE INCH I DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY GENERAL NOTES: 1. REFER TO CERTIFIED ARBORIST'S REPORT DATED 3-3-2023 FOR SITE RECOMMENDATIONS ON BEST MANAGEMENT PRACTICES. 2. DIESEL PUMP IS EQUIPPED WITH AN AUTO START/STOP CAPABLE CONTROL PANEL PROGRAMMED TO COMMUNICATE WITH PRESSURE TRANSDUCERS/FLOATS SET AT PRE -DETERMINED WATER LEVELS OF THE CATCH BASIN. 3. THE EXISTING LANDSCAPING CONSISTING OF THE TREE CANOPY AND LARGE SHRUBS WILL PROVIDE A VISUAL BARRIER TO SCREEN THE SURFACE MOUNTED UTILITY EQUIPMENT. KEY NOTES: O1 REMOVE TREES AS SHOWN AND INDICATED BY CERTIFIED ARBORIST'S REPORT DATED 3-3-2023 INCLUDED WITH THIS SUBMITTAL. (1) PIN OAK WITH FUNGAL GROWTH AT THE BASE AND (3) CEDAR TREES THAT ARE 90% NECROTIC ARE TO BE REMOVED TO GRADE. O2 INSTALL A 6' TALL, TEMPORARY TREE PROTECTION FENCE AS SHOWN ON THE PLAN PRIOR TO COMMENCEMENT OF ANY PROJECT WORK. FENCE LOCATION SHOWN IS FROM THE CERTIFIED ARBORIST'S REPORT. FENCE TO REMAIN IN PLACE UNTIL ALL WORK IS COMPLETED. OSAW CUT EXISTING ASPHALT AND EXCAVATE FOR INSTALLATION OF PROPOSED 32'-6" x 1 V-0" CONCRETE SLAB FOR AQUIP 210S FILTER SYSTEM. O4 AFTER SLAB HAS CURED, INSTALL THE AQUIP 210S FILTER SYSTEM, DIESEL PUMP, ASSOCIATED PIPING AND ELECTRICAL EQUIPMENT. SAW CUT EXISTING SIDEWALK, OPEN TRENCH, AND INSTALL (2) 6" SCH 40 PVC WATER LINES (SEE SECTION "A" THIS SHEET). REPLACE SIDEWALK TO MATCH EXISTING. THE SIDEWALK SHALL BE REPLACED TO THE NEAREST JOINT. O5 STRAW WATTLE WILL BE PLACED AROUND CATCH BASIN 19 AND OUTFALL #2 DURING EXCAVATION ACTIVITIES FOR THE CONCRETE SLAB AND EQUIPMENT INSTALLATION TO PREVENT SILT / SEDIMENT CONTAMINATION. REFER TO DETAILS ON SHEET C-6001. O6 EQUIPMENT INFLUENT PIPING TRANSITION FROM 6" SCHEDULE 40 PVC PIPING TO 4" FLEXIBLE PIPING. THE EXACT LOCATION OF THE TRANSITION WILL BE DETERMINED IN THE FIELD. ALL FLEXIBLE 4 PIPING SHALL BE ABOVE GROUND. LEGEND: rr==, EXISITING CATCH BASIN EXISTING MANHOLE - - - - - - EXISTING STORMWATER PIPE PROPOSED 6 PVC EQUIPMENT PIPING - - - - - - PROPOSED 6" PVC UNDERGROUND EQUIPMENT PIPING PROPOSED 4" FLEXIBLE EQUIPMENT PIPING STRAW WATTLE 8"-10" 0 TEMPORARY SECURITY FENCE TEMPORARY TREE PROTECTION FENCE EXISTING TREE WITH \�\ NI I DRIP LINE APPROXIMATE LIMIT OF EXISTING SHRUB VEGETATION Ln O O N 6 1 u 0� WASy�� c h z LU R 22032365 v ) Cn R-424606 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 Q CURRENT PLANNING Ar% IL DEVELOPMENT ENGINEERING MHerrera 04/13/2023 yCII 04/1 3/2023 J LL IIr LU DATE: Q XPO LOGISTICS RENTON 4-5-2023 STORMWATER FILTRATION SYSTEM FlELDBOOK: PAGE, 11207014 DRAWING N0: NORTH SITE PLAN C-1004 0 OUTFALL #2 SHE: s °F11 C j Q0 N i LU I- 1 ` N so DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NITS) AO% 4STD. PLAN - 268.00 • PUBLIC WORKS EROSION AND SEDIMENT CONTROL PPR D: DEPARTMENT GAZ 9/28/2018 1 STANDARD PLAN NOTES Public Works Administrator DATE DnnD I ICT• BASED ON 2022 SURFACE WATER DESIGN MANUAL FOR THE CITY OF RENTON, WASHINGTON: • WATTLES - COR STD Detail 213.40 - THIS SHEET • STORM DRAIN INLET PROTECTION - COR STD Detail 216.30 - THIS SHEET • CONCRETE HANDLING - COR 2022 SWDM, APPENDIX D - D.2.2.1 & D.2.2.2 • SAWCUTTING AND SURFACING POLLUTION PREVENTION - COR 2022 SWDM, APPENDIX D - D.2.2.3 • DELIVERY, STORAGE, AND CONTAINMENT - COR 2022 SWDM, APPENDIX D - D.2.2.4 NOTE: REFERENCE THE 2022 SURFACE WATER DESIGN MANUAL FOR THE CITY OF RENTON, WASHINGTON AVAILABLE ON THE CITY OF RENTON, WA WEBSITE: https://rentonwa.gov/city hall/public_works/utility_systems/surface_water_utility_engineering/surface_water_design_standards SPECIFICALLY APPENDIX D - CONSTRUCTION STORMWATER POLLUTION PREVENTION STANDARDS :45 An DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 T-30', SEE NOTE 2.3 EDIMENT, ORGANIC MATTER, ND NATIVE SEEDS ARE APTURED BEHIND THE ROLLS STRAW ROLLS MUST BE PLACED ALONG SLOPE CONTOURS IACENT ROLLS SHALL HTLY ABUT WOODEN STAKE O" DIA. NOTES: 1. CONDITIONS OF USE 1.1. INSTALL ON DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. 1.2. USE ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. 1.3. CAN BE USED ALONG THE PERIMETER OF A PROJECT, AS A CHECK DAM IN UNLINED DITCHES AND AROUND TEMPORARY STOCKPILES. 1.4. WATTLES CAN BE STAKED TO THE GROUND USING WILLOW CUTTINGS FOR ADDED REVEGETATION. 1.5. RILLING CAN OCCUR BENEATH AND BETWEEN WATTLES IF NOT PROPERLY ENTRENCHED, ALLOWING WATER TO PASS BELOW AND BETWEEN WATTLES. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. IT IS CRITICAL THAT WATTLES ARE INSTALLED PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. 2.2. NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE, ON CONTOUR, TO A DEPTH OF 3 TO 5 INCHES ON CLAY SOILS AND SOILS WITH GRADUAL SLOPES. ON LOOSE SOILS, STEEP SLOPES, AND DURING HIGH RAINFALL EVENTS, THE TRENCHES SHOULD BE DUG TO A DEPTH OF 5 TO 7 INCHES, OR 1/2 TO 2/3 OF THE THICKNESS OF THE WATTLE. 2.3. START CONSTRUCTION OF TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UPHILL. EXCAVATED MATERIAL SHOULD BE SPREAD EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHOD. CONSTRUCT TRENCHES AT CONTOUR INTERVALS OF 3 TO 30 FEET APART DEPENDING ON THE STEEPNESS OF THE SLOPE, SOIL TYPE, AND RAINFALL. THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES SHOULD BE CONSTRUCTED. VERTICAL DISTANCE BETWEEN WATTLES IS NOT TO EXCEED 10 FEET. 2.4. INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END. DO NOT OVERLAP THE ENDS. 2.5. INSTALL STAKES AT EACH END OF THE WATTLE, AND AT 4 FOOT CENTERS ALONG THE ENTIRE LENGTH OF THE WATTLE. 2.6. IF REQUIRED, INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE AND INTO THE SOIL. 2.7. AT A MINIMUM, WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES. WILLOW CUTTINGS OR 3/8-INCH REBAR CAN ALSO BE USED FOR STAKES. 2.8. STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. 3. MAINTENANCE STANDARDS 3.1. INSPECT WATTLES PRIOR TO FORECASTED RAIN, DAILY DURING EXTENDED RAIN EVENTS, AFTER RAIN EVENTS, WEEKLY DURING THE WET SEASON, AND AT TWO WEEK INTERVALS AT ALL OTHER TIMES OF THE YEAR. 3.2. REPAIR OR REPLACE SPLIT, TORN, RAVELING, OR SLUMPING WATTLES 3.3. REMOVE SEDIMENT ACCUMULATIONS WHEN EXCEEDING 1/2 THE HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 213.40 • PUBLIC WORKS APPR ED: DEPARTMENT STRAW WATTLES GAZ 9/28/2018 1 Public Works Admiuls-to, DATE 1 STRAW WATTLE DETAIL C-6001 SCALE: N.T.S. STRAW WATTLE ROLL 8"-10" 0. SECURE WITH SANDBAGS AT REGULAR INTERVALS ON EACH SIDE EXISTING ASPHALT FLOW NOTE: STRAW WATTLES WILL BE USED ON PAVED AREAS DURING EXCAVATION TO REDUCE SILT / SEDIMENT FLOW INTO THE EXISTING CATCH BASINS. STRAW WATTLE @ EXISTING 3 PAVEMENT DETAIL C-6001 SCALE: N.T.S. :45 AN DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 CONSTRUCTION SWPPP CONTACT INFORMATION Saybr Contractors, Inc. Eric Martin, Project Manager (206) 730-8197 FOR CITY PERMITTING SURVEYED: D ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS 4-5-2023 DESIGNED C ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS 3-16-2023 B ISSUE FOR PERMIT 1-9-2023 DRAWN: J8 A ISSUE FOR PRELIMINARY 12-20-2022 CHECKED NO. REVISION BY DATE APPR APPROVED: AV PURPOSES I SCALE: AS SHOWN 5" MAX. DRAINAGE GRATE TRIM GRATEFRAME _ C- OVERFLOW BYPASS BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS`1'. "- FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NITS) STD. PLAN - 216.30 PUBLIC WORKS APPR ED: DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1 Public Works Administrator DATE CATCH BASIN INSERT DETAIL SCALE: N.T.S. NOTE: ALL CATCH BASINS ON THE FACILITY PROPERTY HAVE BEEN UPGRADED WITH INSERTS AS SHOWN ABOVE. ME&MIN GHD Inc. ' 9725 Third Avenue NE Suite 204 Seattle Washington 98115 USA T 1 425 563 6500 ■� www.ghd.com Conditions of Use This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD's client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. HOR OWiAL• NAD 1983/1991 CITY OF RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY :45 AP '(D LI J C) N , LJ ql MARo of WAS , UPI, y� c0 G z LU R 22032365 ss, U) R-424607 S/ZoZ Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 a DEVELOPMENT ENGINEERING yqi 04/13/2023 ~_ J U- lm LU I - DATE: a XPO LOGISTICS RENTON 4-5-2023 STORMWATER FILTRATION SYSTEM FIELDBOOK: PAGE. 11207014 DRAWING N0: EROSION CONTROL DETAILS C-6001 0 SHEET: 7 OF:+ + .i (D N 0 LJ J 75 W Cn Cn z 0 Q rr J_ LL rr W Q 75 rr 0 Cn y s 12'-0" TEMPORARY 8' SECURITY FENCE PANEL (TYP.) SCALE: N.T.S. 12'-0" NOTES: 1. THE TEMPORARY TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF ANY WORK AND REMAIN IN PLACE UNTIL ALL WORK IS COMPLETED. 2. THE TEMPORARY TREE PROTECTION FENCE SHALL BE A 6' TALL, CHAIN LINK FENCE SUPPORTED BY STEEL POSTS DRIVEN TO A SUFFICIENT DEPTH TO ENSURE THE FENCE REMAINS IN AN UPRIGHT POSITION FOR THE DURATION OF THE CURRENT WORK. TEMPORARY 6' TREE PROTECTION FENCE PANEL (TYP.) SCALE: N.T.S. )BAGS OR CONCRETE BLOCKS -1 DOWN FENCE LEGS. I Slide Gate with Vented Windscreen Features & Benefits • Great for Privacy and Dust Control • Easy to Install, Maintain and Remove • Creates Streamlined Appearance • Aids in Reducing Job Site Theft • Ideal for Construction Projects Specifications • Made of Resilient HDPE Polyethylene • Provides up to 88% Blockage • Reinforced vv/ Hemmed Edges and Steel Grommets • 5'8" for 6' Fence, 7'8" for 8' Fence OPTIONAL PRIVACY / WIND SCREENING FOR FENCE PANELS. CONTRACTOR MAY USE VENDOR OF THEIR CHOICE AS LONG AS THE FENCE HEIGHT AND SCREENING REQUIREMENTS ARE MET. GHD Inc. ' 9725 Third Avenue NE Suite 204 Seattle Washington 98115 USA T 1 425 563 6500 E N WIN I _OX MARO�1 of w�sy� UPI, z 4- Ef%S�?�OZ 0 �' �■ IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING %I. yqi 04/13/2023 www.ghd.com Conditions of Use This document and the ideas and designs incorporated herein, as an instrument professional service, is the property of FOR CITY PERMITTING PURPOSE S n who GHD has agreed can use this GHD. This document may only be used by GHD's client (and any other person document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. SURVEYED: D ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS 4-5-2023 DESIGNED C ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS 3-16-2023 B ISSUE FOR PERMIT 1-9-2023 DRAWN: J8 A ISSUE FOR PRELIMINARY 12-20-2022 CHECKED NO. REVISION BY DATE APPR APPROVEAV SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVE) 1988 HORIZONTAL• NAD 1983/1991 DATU M [%R1 CITY OF RENTON Planning/Building/Public Works Dept. XPO LOGISTICS RENTON STORMWATER FILTRATION SYSTEM 11207014 SITE DETAILS DATE: 4-5-2023 FIELDBOOK: PAGE: DRAWING N0: C-600, SHEET: Q OF:+ + C0 LO O O O M N u 2 LU 0 z 0 a J_ L.L Ir LU a 5� G 0 I— Cn Cc) LO Nt O O O C'7 N u G w U) z O a o� J_ L.L .i i (D LO It O O O M N Al 5 W z 0 a 1 J_ LL Ir w a 75 0 r� V (D LO It O O O M N 61 5 W z O a J_ LL Ir w a 0