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n n V C Ll 0 No. 689A CB-II-48 TOP 2030 w INV W 17.50 > INV S 14.80 I. 7 5 CONIC No. 689E o w CB -I LANDING TOP 18.20 NV N 15.80 CONC STAIRS INV W 15,80 INV E 15.50 CB -I TOP 18.09 U- INV W 15,09 L INV N 14L99 INV E 14.7 89 S"(S I BOT 14.69 cj STS METAL STAIRS / o 4 LOADING \ 'A ELEVATOR \\ \ pl N 2 No. 680 SO CB-1 TOP 21.95 INV N 17.80 INV S 17.70 INV E 1T80 `BOT 16.70 I d 13.eKV No. 679 .93 U TOP 13.8KV- ASPHALT INV N 1717.6060 INV S 1.60 I BOLLARDS (4}� BOT 16.60 FH35 0 00 FIN 8. FW 4- - CW CW 6" A --- A_- A gy �----UGT -----+ - - i o S ` x X 18" / 0 0 o No. 54 0 o ows- 10 OR 2420 N 653 PER W DI IV Eel 25 TOP 24.24 INV W 17.65 YDRAIN BOT 139 DOT 22.38 I MATCH LINE - FOR CONTINUATION SEE SHEET C17E-R -- --psi - -- -- o ---- CB-II-48 B< TOP 20.44 15 NV S/N 17.8 NV E 17 9 No, 690E OT 15A CB-II-48 \ OP .40 NV N 17 17.90 o. 681 INV S 17.85 CB -I BOT 16.15 'f TOP 20.81 0 No. 689C INV E 18.4 ASPHALT \ PUMP STATION ro INV S 18.1 TOP 18.21 7 INV W 18.0 \ INV N 14.20 INV N 18.0 BOT 16.9 k INV W 15.40 F q \ INV S 15.10 \\ SZ �pEP A8 I I I 1 VAULT Al EMH 1 RIM 2320 ASPHALT No. 690A CB-11-48 TOP SEE NO INV N 1T90 INV E 17.90 INV W 17.90 No, A 480V PWR---♦ -WV M� A v� ----_UGT_--+------------ o-------------HUGT-r-----. (3) 2' UG SPARE I INV IN 20 8 6" E 20.9 FL 17,80 2" UG 4-66 2" UG SPARE MIN 7y III BOT 20?90 PVC 3#6, #6GND 7 22.88 - - - CB-692 TYPE 650 TOP=22,88 NV=20.88 n G O -1 P 61 LF 4" PV 0 O.f -ply- - -A480V PWR- - - 6" A A-_--------- 10 O LF 8 R35®@\ x, 669 \= 23.5 IA ST CTURE 2 - �/ 7308 C P (N LE. _ C P (SE) LE. _ WALL FI L I T ST JMEHJ A221 REMOVE AIR VAULT TU -PER-kEMIL NOTE 1 B-690 TYPE 650 TOP=22.85 INV=20.85 EDGE RIM 48" TYPE INV N 19A INV E 19A BOT 18.5 -�N�11'!�l•S41 INV S 17.2 WL 191 u BOTT_5.5 - C. #0 / &A f / No 662 / DMH / ty TOP 604 i NV E 21.8 F\ .9 664 2x2 65 l 19.88 LEGEND -------- SAWCUT / PROJECT OMITS • - I REMOVE ASPHALT PAVEMENT DCB 670 T/T 2.1^' X 1.7'6INNER DIM Tj l HYDROBLST EXISTING PAINT MARKS TYPE 1 - #77333 L 18" CMP (N) I.E. = 1 18" CMP (SE) LE. = 1 8" PVC (W) I.E. = 20. - - GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, 4 I NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGV129 + 3.60 FEET, CW 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR Ng .669 ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY C -I-2x .5 I PAINTED OR COATED TO PREVENT EXPOSURE OF THE 07-52" 5 GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR TOP 238 COMPLETION OF CONSTRUCTION. INV SE 20.4 2 INV SE 1EXISTING UNDERGROUND UTILITY INFORMATION AND TOPOGRAPHIC BOT 19.7 DATA SHOWN ON PLAN ARE COMPILED FROM SITE SURVEY AND 9• AVAILABLE BUILT INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL UTILITIES AND Ian I I P%T CONNECTION POINTS BEFORE COMMENCING WORN. CONSTRUCTION NOTES / 1� PROTECT EXISTING STORM TO REMAIN / 661 Of DI PAVEMENT REMOVAL AS REQUIRED TO CONSTRUCT NEW P 23.2 L� BIORETENTION CELLS INV E 21.3 INV SW 20. U 3� HYDROBLAST EXISTING PAINT MARKINGS BST •_ JAL!PROTECT EXISTING DOMESTIC WATER MAIN 4I S 5 PROTECT EXISTING FIRE PROTECTION MAIN � -;:`•� W © PAVEMENT REMOVAL LIMIT =a�IFS LLLJ Z TO 23 U INVN 192 INV s 19z'r z .-,BOT.zs3 •'Iz 0 U 0 W Z J KEY PLAN SCALE : NONE a ®. -7 , .• 19.93 \ CIO UP a Cl2 S C13 C14 f NO 706C NO 7088 01 C15 CB-1 CB 1 aa..„ 1 .BKV Clfi M' TEL. VAULT RIM=23.20 RIM= 80 INV=18.00 INV=18.0 138KV CI7 Qo C18 No. C19 DI x 1' PVC 3#6, #6GND TOP U41 C20 N }� INV E C21 ti BO 20.8 .8 h 4 �r < C23 Y' r Dp C24 25 I �: r aaaa r r C26 1' PVC #6, M CND C27 CA)}�C28 C29 AC, I C30 x as L - - - - - - �- - - - - - - - - J� - ➢l� a - - - - - - � -I - - L i - - - - - IN COMPLIANCE WITH CITY OF REWON 41 ANDARO�S 1 L" WSP 300AC 1 BBBo`BN,WA BOOMH REMOVAL CALL 4S HOURS wID300 20 2O 40 ,)[CIVIEPER M I T fetleral Way, WA960012Kb BEFORE YOU DIG TEE: R061+s1-2250 1-800424-5555 FAX: (za61 VIBE-zzso scale feet SYM REVISION BY APPROVED DALE SYM -- "IS^T BY APPROVED DATE ACCEPTABILITY JDM 07/09/21 DRAWN DATE suBnnE CURRENT N Yu E A TE N APRON R - CENTRAL C180242 WSP SPT 07/09/21 K FIRE MAIN REPLACEMENT 11523990 MON M.J. JONES 06/29/11 �¢N P T THIS DESIGN AND/OR H rc PARTIAL SITE REMOVAL PLAN Cl$0242 N 07/09/21 w".r„wcgG SPECIFICATION IS APPROVED SOT 07/09/21 SHEET - INCORPORATE JOB W2492141 WS - 04/26/18 L DRAWING OF RECORD 11523990 M.K.A. M.J. JONES 4/00/12BOE/NG APPROVED BY I DEPT. I DATE JDM 07/09/21 TONLE APRON R - CENTRAL C 1 8 E- R C 1 7 G DRAWING OF RECORD J#140882 NET DIED 12/12/07 M REPLACE FIRE MAIN AND HYDRANT W2544587 KARALUS GAK 05/08/14 t A CHECKED DMP ND. H INSTALL 3 BENCHES 10571988 PJG - 05/04/10 - RENTON ASBUILTS W5365113-34353 KPFF KPFF 01 /15/18 o"TM"aNq` �o�� ry„ APPROVED RENTON SITE JOB NO C180242 J AS -BUILT 4-75 LOADING DOCK MODIFICATIONS 1068510 MJS - 10/27/10 APPROVED CIVIL MASTER RENTON, WA DWG NO, RTN-YD-18E-R