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Home My WebLink AboutR-385804CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUE S. RENTON, WA 98055 >1 w r ARCC H 1 T E C T S WEAVER ARCHITECTS, INC. 141 1 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 eng i neer ng p11cwww.Ipdengineering.com W�p PrAd A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue — Suite 100 — Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayFaget.com Professional seal J. p WASHl�, 30766 `IS'I0NAI. No. Issue Description Date 1 PERMIT SET 5.08.15 2 FIRE ACCESS DRIVEWAY 6.12.15 3 PERMIT REVISIONS 8.31.15 A W4 CONSTRUCTION DOCUMENTS 9.15.15 5 TESC 9.25.15 6 B PERMIT REVISIONS 10.07.15 0 Drawn by: JLC Reviewed by: LJP 0 Project No: 06071-2015-01 TESC DETAILS Original drawing is 22" x 34". Scale entities accordingly if reduced 0 � D z �m a, 'it* 2"x2" BY 14 Ga. WIRE z ' 0 C) 1^�1� -p C Cm � OR Z 00 z (410A m m En EQUIVALENT, IF 0 D STANDARD STRENGTH FABRIC USED FILTER FABRIC 2' MIN [� I IZ =1 11= =III.,III� III- ADAPTER wl I J Z1 I CL SKIRT RETRIEVAL�I I o Ill_ MINIMUM 4"x4" STRAP METAL SUPPORT -1 �� 1 o1 TRENCH 12" MIN POST 6'-8' ON �� CENTER SPACING, = BACKFILL TRENCH MIN 5 HT. E- WITH NATIVE SOIL OR 0 3/4"-1.5„ WASHED Oo�U OaJOINTS GRAVEL 2"x4" WOOD POSTS, a� BARRICADE FENCING `n IN FILTER FABRIC SHALL BE SPLICED AT POSTS, USE STAPLES, STEEL FENCE POSTS, 0 00��0�00�0�00��0�00 0 �o O g O go O (ORANGE CONSTRUCTION MIN 4' HT. WIRE RINGS, OR EQUIVALENT TO REBAR, OR EQUIVALENT aFENCE) N POST SURROUND TREE OR ATTACH FABRIC TO POSTS. 00�00000�00000 o�OoQo�O X00 BURIAL GROUP OF TREES AT DEPTH 2"x2" BY 14 Ga. � DRIP LINE OR AS SHOWN WIRE OR OVERFLOW`�v � o ON PLANS EQUIVALENT, IF (TO BYPASS PEAK STANDARD STRENGTH GEOT EXTILE FABRIC FLOWS) a FABRIC USED 25'R OR R—AS �J�'�� aC. NOTED ��12 MIN. DEPTH uo �NOTES: GEO—TEXTILE 1. A 4 FOOT HIGH TEMPORARY FENCE MUST BE PLACED AT THE DRIP LINE OF FABRIC TREES PRIOR TO THE COMMENCEMENT OF CLEARING OR EARTHWORK. NOTIFY I ( I SEDIMENT 4” — 8" QUARRY THE CLEARING AND GRADING INSPECTOR TO GET BOTH THE INSPECTION AND ACCUMULATOR SPALLS WRITTEN APPROVAL OF FLAGGED TREES AND TEMPORARY PROTECTION FENCING I I I (MIN. 0.5 CF AROUND TREES TO BE SAVED PER THE APPROVED CLEARING AND GRADING STORAGE) PLAN. r. low SCHEMATIC DETAIL 2. NO STOCKPILING OF MATERIAL AND NO VEHICULAR TRAFFIC ARE ALLOWED — — — — — — — — — — — — II I Ii lI I I i lII I III 1I I I� �I I I� �I I III II I II I I I II I II I I� �I I II II I III II I I�,III, ;,III ; ,III,, ,I I 1-1 WITHIN THE LIMITS OF THE DRIPLINE, THE TEMPORARY FENCING, UNLESS PROVIDE "STREAMGUARD SEDIMENT CATCH BASIN INSERT" OR APPROVED EQUAL APPROVED BY THE ARBORIST. FILLING, EXCAVATION, AND CLEARING MUST BE ACCOMPLISHED BY HAND METHODS ONLY UNLESS APPROVED BY ARBORIST. ( II MANUFACTURER'S NAME: BOWHEAD ENVIRONMENTAL & SAFETY 6 MAX MINIMUM ADDRESS. P.O. BOX 375 PRESTON, WA 98050 3. ROOTS OF TREES TO BE SAVED WHICH ARE DAMAGED DURING CONSTRUCTION POST SPACING MAY BE 4x4 " TELEPHONE: (800) 909-3677 MUST BE TREATED IN THE FOLLOWING WAY: FOR DAMAGED ROOTS OVER 1 to IN INCREASED TO 8' IF WIRE BACKING IS USED TRENCH WWW.SHOPBOWHEAD.COM DIAMETER MAKE A CLEAN STRAIGHT CUT TO REMOVE THE DAMAGED PORTION OF THE ROOT ALL EXPOSED ROOTS WILL BE TEMPORARILY COVERED WITH DAMP BURLAP OR WOOD SHAVINGS TO PREVENT DRYING AND COVERED WITH EARTH 2"x4" WOOD POSTS, AS SOON AS POSSIBLE. STEEL FENCE POSTS, REBAR, OR EQUIVALENT NTS CATCH BASIN INLET PROTECTION NTS NTS NTS CONSTRUCTION ENTRANCE2 TREE PROTECTION FENCING SILT FENCE PROVIDE SOLID COVER 4 e` d RUNOFF WITH SEDIMENT A e d • ° ° ° ° d q ° n FM FOR DISCHARGE OF ° 4 °° •° APRON 4a ° ACCEPTABLE SEDIMENT FREE ° STORMWATER TO APPROVED . ° a • a a ° OUTLET PER PLAN 6 OVERLAP- q o d ° ° , _. CONSTRUCTION AREA OR 0 •n •. e q °° � a ° °. a q. 3 O i\\�i FILTERED , / 0 RUNOFF STOCKPILE v ° a ° LI0oo \\ 0 X0 O AREA °`4 q°° °4 °• z TOP OF SEDIMENT TRAP W ;��i \\/� PROVIDE 6,� MIN CLEAN FLOE ° a A> ° ` d° •Q e e ° ° ° ° ° ° ° �e ' �° • STRETCHER BAR (TYP) SADDLE CLAMP (TYP) MOVABLE SUMP &PUMP O��o !\\ Q W \/ GRAVEL 0 0\�� GRAVEL AROUND �o ,�/� PERIMETER pQ00 �. 4 e ° a ° C1.2 O Q a gQ \ ° . ° ° ° ° °° WATER SURFACE 0 0� WRAP WITH FILTER FABRIC DIKE SECTION\/ ��// o O O oUJ �j o o a O //�//�/�//37 cc _ \ ��\ °000 O/\\- 8� '` 24" DIAMETER OR \� NOTE: /�///�//� �/ ,y O F— •� ///�` �/� O O O O /�//�//��//�//� 'Q -t' ° �' �/ j/�� / �`//i iIF 00 GREATER PIPE OR DRUM g BE OF NON F THE SURFACE AREA IS CONCRETE, .� /� 0 0 0 0 -' v (MUST 0 \ LEACHABLE MATERIAL) W/ ADHESIVES SUCH AS LIQUID NAIL OR SAND BAGS SHALL BE USED. IF IT � O O O O \\O W O 2"DIA WEEP HOLES IS AN ASPHALT SURFACE, 00 /, A RUBBERIZED ASPHALT EMULSION CAN BE USED. THE TACKING AGENT MUST BE IF IF GROUNDWATER IS WIRE TIES APPLIED UNDER THE FULL LENGTH OF THE/�/ OBSERVED UPON WATER LEVEL SUMP PUMP AND MOTOR BARRIER SECTION AND THE APRON. —i l 1= 1 11=111=I I I=1 I- I l i=1 —_ _ _ 1=1 I I -I 11=1 I I -I 11=1 I I 1=1 — — _ _ — _. 1 I -=i l 1=1 i 1=1 i �=1 i =11 �=1 I- I I(=1 11=1 11=i l 1=1 11—I 11—III—I 11-1 I l-1 I I _ 11=1 11=1 11=1 11=1 11=1 I -1 =1 I I-1 11=1 11=1 11=1 11=1 I I-1 1 1=111=1''- "' ' _'-"'-"'-I //�� ,�/�\\r EXCAVATION, LINE REMOVE SEDIMENTATION WITH 6 BETONITE " �i�\\\ \\ii%%\�\/ '''/''\'\ \// /�;�'.��!��'/�,'/'''',''',''', ,''' W/CAPACITY AS NECESSARY -III ; 111,;,1 I I,;,I i 1=1 I 1--,I I I� �I 111 i II I II i l) I II �I I I, ; ,III—'' AFTER SITE IS STABILZED & CLAY OR HDPE LINER. 2" x 2" MESH, 11 GAUGE T.E.S.C. MEASURES ARE ANCHOR TO AVOID REMOVED. EXCAVATE CONSTRUCTION APRO LIMITS OF SEDIMENT MIN PROVIDE SECURE FLOATING. BIORETENTION POND AS BLOCKS AS NECESSARY AREA CONTROLLED AREA ATTACHMENT AROUND ENTIRE REQUIRED. CONCRETE BLOCK FENCE PANEL WIN 80 LBS SECTION A—A 0 NTS MOVEABLE SUMP AND PUMP IN COMPLIANCE WITH CITY Of RENTON STANDARDS A5 BY: Dom/ DaM: •? NTS NTS NTS BY: Dale: SILT DIKE CONSTRUCTION FENCING SEDIMENT TRAP7 BY: Dais: CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUE S. RENTON, WA 98055 >1 w r ARCC H 1 T E C T S WEAVER ARCHITECTS, INC. 141 1 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 eng i neer ng p11cwww.Ipdengineering.com W�p PrAd A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue — Suite 100 — Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayFaget.com Professional seal J. p WASHl�, 30766 `IS'I0NAI. No. Issue Description Date 1 PERMIT SET 5.08.15 2 FIRE ACCESS DRIVEWAY 6.12.15 3 PERMIT REVISIONS 8.31.15 A W4 CONSTRUCTION DOCUMENTS 9.15.15 5 TESC 9.25.15 6 B PERMIT REVISIONS 10.07.15 0 Drawn by: JLC Reviewed by: LJP 0 Project No: 06071-2015-01 TESC DETAILS Original drawing is 22" x 34". Scale entities accordingly if reduced 0 � D z �m a, 'it* z ' 0 C) 1^�1� -p C Cm � 't N Z 00 z (410A m m En m 0 D II D n O GO C < m m D D tTJ O � � y �E < C) 1^�1� -p O > y � W�O Z 00 (410A 00 D n O �E < �+