Loading...
HomeMy WebLinkAboutR-4337005\ / / �1��STS .PI, \ 295LF 1-1/4" WATER �� �G b - DI CL 52 617-14 No -14 /SAS STS LEGEND: C� SERVICE TYPE K COPPER EE SHFFT TOP 21.2 CB -I SSS` N-184119.85 LIMIT OF WORK M SEE SHEET C15E FOR INV .88 o 96 LE 12 DIP N co E-1 300444.68 CONTINUATION. •91=0.0050 r g IE W 18.91 96 LF 12" DIP TEMPORARY CHAINLINK 3 S=0.0050 --A„ o�P WS 18.6 0 7.36 o. 624 � " CONSTRUCTION FENCE C3 C50 20 12S CB .0 �o 0 Q 0 DEC gS 4 Wj F RIM 21.84 ?� �, ■ CATCH BASIN PROTECTION 2 a `' ��� N� IS S 20.14 G C3 C500 No. 617 14 19.04 o MOBILE SEDIMENT TANK 3 `S� CB -I WS 19.09 CB 617C-14 2» 2 POWE 2 N-184119.85 RIM 21.05 BOT 17.59 N-184146.39 BP /� IE E 18.65 E-1300415.53 �/ 3 E-1300444.68 DECTOP = 21.68 -o U DS SP > > > INTERCEPTOR SWALE J A 295LF 1- 4 TER � IE S 18.65 No. 624A- r', WS 18.65 CB -I o / SEE S EE C1 OR BOT N; BOT 17.05 RIM 22.36 IE NEW = 19.7900 u GEOTEXTILLE ENCASED CHECK DAM ICE TYP 0 4 IE N 20.91 J3C:5100 o. 17-B14 CONTIN° 2"TEL WS 20.91 DHA 3416-11 CB -I 617 2"SPARE BOT 18.71 0 55-GALLON DRUM WITH PUMP MAG WASHER G IE 1 2118 .26 o ftiL� CB-1 " " TC3C500 o N 18402 71� �y �2of IE 18.26 �� f�0oP221 60 �� �S�s ( / DHA 3416-10 Do TEMPORARY FORCE MAIN oved P /CW INo. 613A ROWS-009 TOP 20.4 INV E 17.9 INV SW 17.9 BOT 14.3 RUW TO P INV E INV S' 1BOT 1 / SAS 1 RD/UG 4 ' \ RD/UG k"v LL.`to E 18.61 SW 18.61 18.61 BOT 17.06 INV N 21.9 INV S 22.0 BOT 20.3 DHA SURVEY LIMIT APRIL 2019 ELECTRICAL SHOWN FOR INFORMATION ONLY, SEE cP, ELECTRICAL PLANS N N � �O % N 'o \ BN No. 629 EMERGENCY SHUTOFF VALVE TOP 24.21 DHA 2887-4 LEAD/TACK & WASHER N 183785.565 E 1300456.256 No. 622-14 CB -I RIM 23.40 IE W 19.35 WS 19.30 2� o BOT 17.65 20' 10' 0 IT \ GENERAL NOTES: SEE BOEING EROSION CONTROL NOTES AND TESC NOTES ON SHEET C2-1. SEE REMOVAL PLANS FOR LIMITS OF DEMO. CONSTRUCTION NOTES: CATCH BASIN FILTER TEMPORARY CHAINLINK CONSTRUCTION FENCE. FIELD LOCATE 55-GALLON DRUM WITH PUMP. ® FIELD LOCATE MOBILE SEDIMENT TANKS AND FILTRATION SYSTEM TEMPORARY INTERCEPTOR SWALE © GEOTEXTILE ENCASED CHECK DAM 7 TEMPORARY DISCHARGE LINE AND CONNECT TO EXISTING STORM DRAIN CATCH BASIN. POINT OF COMPLIANCE FOR SAMPLING CONSTRUCTION STORMWATER ® CONSTRUCTION GATE/ENTRANCE KEY PLAN SCALE : NONE A B C D E F G H J K L C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 ET 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R-433705 ISSUE FOR CONSTRUCTION JAN UARY 24, 2025 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE _ F ASxI` S DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE V4, � �ACCEPTABILITY C.MOUA 09.16.24 TESC PLAN 42657 0RIG 01.24.25 ORIG RELOCATE MEDICAL CENTER 42657 S.MEURN P.KASITYAP 09.16.24 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED P.CRAWFORD 09.16.24 SHEET SEQUENCE NO. ENGINEER TITLE RELOCATE MEDICAL CENTER�� �� APPROVED BY DEPT. DATE P.CRAWFORD 09.16.24 41830 CHECKED Q Q �g IOIST NALAPPROVED � S. 09.16.24 BUILDING 04-088 42657 09/17/2024 APPROVED CIVIL MASTER RENTON, WA Dwc No. RTN-YD-C3 0 M Lid O N W]