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HomeMy WebLinkAboutR-4337010295LF 1-1 4" WATER 'S _ �STs� LEGEND: o 617-14 No -14 STS �' \ / � G .S � � DI CL 52 � SERVICE TYPE K COPPER T TOP 21.2 CB -I SA SEE SHEET C15E FOR INV .88 \ � M EE SHFF � 96 LF 12" DIP ; _, � - N184119.85 LIMIT OF WORK �; cp CONTINUATION. I 91=0.0050 0-P-1300444.68 IE W 18.91 96 LF 12" DIP r SD SD STORM DRAIN LINE C)�'= o S=0.0050 WS 18.6 6242'0 DEC 12s� 7.36 r1o. _I�o �, J - -RD- - -RD-ROOD DRAIN LINE S0 -23" o RIM 21.84 IS S 20.14 G� ® STORM DRAIN INLET No. 617_ 14 I 19.04 Y o CB -I WS 19.09 CB 617C-14 2"PO 2 N-184119.85 ROOF DRAIN POINT OF CONNECTION RIM 21.05 BOT 17.59 N-184146.39 UP E-1300444.68 IE E 18.65 ; - E-1300415.53 -5 A 295LF 1- 4t' TER TOP = 21.68 l / \ = � DE,, ,�� 1EcS,Q865 NR_624A- � .��,., - \ /I% "°„ /SP SDCB #5A 61 r = RIM=23.44; N=183948.62 C29 ELECTRICAL SHOWN FOR 627 INFORMATION ONLY, SEE ELECTRICAL PLANS �� - C3VnSn' i o0 � N � o\ ATM -� .22 L . ' � RIM-21.25 \ \ T T - It ly.l5 KUUr UKAIN U.U. \ Quad Po king E SE1109.12 - 15 D WS 19 10 IE=20.40 ; E IE W 1 2 IEI = .2 BOT 17.35 N=183935.30 SDCB #3 1T ` > - E=1300370.63 N No. 618A 14 RIM 23.34 \ - C290 C502 C\) BADGE OFFICE GATE CB -I CO� bU N=183935.22 EMERGENCY �r' HO RIM 23.03 �� � _ ° ��j - , E=1300424.21 �i O 4 TRAFFI 1 IE N 17.53 n Q� _i��SHUTOFF VALVE __ TOP 24.21 (ROWS-009 TOP 20,4 NV 1 /A NV SIN 1/ 3OT KUW - TOP I V F NV S' OT 1 (PVC) SAS 1 RD/UG 4 \ RD/UG DHA 2887-4 LEAD/TACK & WASHER N 183785.565 E 1300456.256 -KIa No. 622-14 CB -I RIM 23.40 IE W 19.35 WS 19.30 BOT 17.65 20' 10' 2 d. o .K, • c GENERAL NOTES: 1. SEE BOEING EROSION CONTROL NOTES AND TESC NOTES ON SHEET C2-1. 2. SEE REMOVAL PLANS FOR LIMITS OF DEMO. NEW BUILDING, SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 4. LOCATION OF STRUCTURES ARE TO CENTER OF STRUCTURE. = 5. HORIZONTAL AND VERTICAL DATUMS ARE BASED ON THE PROJECT SURVEY BY DUANE HARTMAN AND ASSOCIATES DATED 9/10/2024. CONSTRUCTION NOTES: RESET EXISTING STRUCTURES TO GRADE EXISTING FIRE HYDRANT TO REMAIN EXISTING STREET LIGHT TO REMAIN ® 4" ROOF DRAIN @ 2% MIN. INTERCEPT EX ROOF DRAIN AND ROUTE TO EXISTING MAIN @ 2% MIN. © ALTERNATE: INTERCEPT EX SS FORCEMAIN AND ROUTE 4" DI W/3' COVER TO NEXT STRUCTURE DOWNSTREAM AND RESTORE SURFACE IN -KIND 7. DRAINAGE PIPE SHALL BE FUSION -BUTT WELDED BLACK HDPE (PE 3408) PIPE PER WSDOT STANDARD SPECIFICATION 9-05.23 WITH A MAXIMUM SDR OF 17 UNLESS NOTED OTHERWISE. C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 20' 40' KEY PLAN SCALE : NONE A B C D E F G H J K L ET 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R-4337101 ISSUE FOR PERMIT SEPTEMBER 16, 2024 nA OF WAS DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE < SIN `�� _ ACCEPTABILITY C.MOUA 09.16.24 PARTIAL SITE C �� - `. THIS DESIGN AND/OR CHECKED 42657 I 09.16.24 ORIG RELOCATE MEDICAL CENTER 42657 S. MEURN P. KASITYAP 09.16.24 F RFI #82 KPFF P. KASITYAP 05.19.25 �. UTILITY PLAN P.CRAWFORD 09.16.24 - - SPECIFICATION IS APPROVED SHEET SEQUENCE No. j ENGINEER TITLE A PERMIT RESPONSES #1 KPFF P. KASITYAP 12.16.24 Q� 9 APPROVED BY DEPT. DATE P.CRAWFORD 09.16.24 RELOCATE MEDICAL CENTER C290 � Q �/ 41830 CHECKED Q Q (8 B PERMIT RESPONSES #2 KPFF P. KASITYAP 01.20.25 `I'o�y ��GISTERF� ���4 S.MEURN 09.16.24 BUILDING 04-0 V V C RFI #26 KPFF P. KASITYAP 02.03.25 �`sSIONAL E�APPROVED 42657 D RFI #37.1 KPFF P. KASITYAP 03.04.25 05/19/2025 APPROVED CIVIL MASTER RENTON, NIA DWG No. RTN-YD-C290 O CM Ln O N