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OA' <br />LEGEND <br />EMBED PLATE 699 PRECAST PANEL DENOTES TYPE AND LOCATION OF REINFORCED <br />S521-9 TYP 9 LOCS WALLS, SEEFO (E) BLDG 109-01P �"/ CONCRETE LID PANELS. ARROW INDICATES <br />552�1-5 g <br />PRIMARY REINFORCING DIRECTION. <br />5 INDICATES STEP IN CONCRETE ELEVATION, <br />1P 5 C526--12 A52 S521-4 S521-4 I <br />3€1.13° 16 CIP SLAB <br />S521-4 LINE OF WALL TYP 2 ®®CD <br />BELOW LOCS � C <br />2 _ FCn <br />Cn <br />L S521-8 - GENERAL NOTES <br />- —-- <br />��� I I� /� 1,2� <br />, S521-7 1 VAULT LIDS HAVE BEEN DESIGNED <br />_0 HATCH, SEE ARCH FOR LIVE LOAD 100 PSF AND 300 LBS <br />3 9 �� \ I CONCENTRATED LOAD. <br />9 ti <br />PS EMBED 9 , 1 CD ® m / <br />3 6 PL, SEE �` 01 3 I I I C 2 BRIDGE COVERS HAVE BEEN DESIGNED FOR LIVE <br />8 N' S521-9 SPSF 3Q0 BS CONCENTRAT LOAD. <br />Lf <br />�,� LOAD 2 AND L EDS521-6 <br />CONCRETE LIFT -OUT `� 8 / - -- I� <br />PANELS, EQ SIZE I L`�' / / `� I 3. NOT USED. <br />I S521-10 <br />� I a _ <br />S5221 5 <br />TYP W8x 10 <br />1%" CORRUGATED I 79_ HH `� ��0 / 30 —1 <br />METAL DECK (18GA) <br />W/ 2" CONCRETE 1 >_lp", �3H9Ln J3"' <br />� <br />TYP <br />(TOTAL DEPTH=3Y2") I / <br />TYP — m - — (6) CONCRETE LIFT -OUT <br />30"D CONC BM L4x4x% LEDGER, PANELS, EQ SIZE <br />m I TYP L PRECAST TO CIP VAULT <br />S521-10 S521---5 <br />2 5 T&B >P 99 CONN BY OTHERS, TYP <br />1 I O# I 33y CONC ON 3 <br />EMBED PL, I 52-1-10 P TRIM BARS, MTL DK (16 GA) <br />SEE o I I TYP <br />1 I 10" CIP SLAB, TYP, �/A U LT 1 P A ® AT GRAD L <br />5521-10 CD I CL I �- 0- I 5 @ 6" TOP EW PH 9 9> <br />I EMBED w I SCALE: 1 /4 =1 -0 <br />CL 5'—p199I PL (�, IJ & 6 @ 6" BOT EW <br />EMBE a ------ I PHASE 2 PHASE 3 <br />00 <br />PL 2" 0 <br />S521-10 <br />TYP <br />L� j_-- _ (E) LID <br />_tL <br />EMBED PL, ® P Pe (N) BEAM AT EL <br />SEE CL I 4- 0 OPNG FOR GRATE, <br />CHANGE <br />EMBED `�' - - - --- -- - SEE <br />PL EMBED PL, TYP <br />S521-9 3,H 7 LOCS SEE 1 <br />S521-5 <br />W -0 > N CONCRETE LIFT -OUT <br />TYP TYP S521-4 CIP CONCRETE -_ ( ) <br />CD SURFACE UTILIDOR PANELS, TYP <br />_00 L <br />CL B TYP 3 TO WALL ELEVATION m UNDERSIDE <br />EMBED--- ---- - OF LIFT -OUT PANEL <br />PL 8 _3'P _ <br />CONCRETE LIFT -OUT <br />S521-5 PANELS, EQ SIZE (10 <br />8" WALLS C SURFACE Lli <br />UTILIDOR, TYP -- - _ _-- _ __ _ ._ _ _ _ __-.�� __.__ _ d _ 3"CD <br />EDGE OF LIFT -OUT PANEL <br />_ 3" I CURB INTEGRAL WITH PANEL <br />Ln <br />g 1 � 6 I <br />S521-6 S521-4 <br />CL I I 36" DIA MANHOLE <br />69-0 <br />Pi 12P-099 ( _-_ EMBED I ( A I OPNG, SEE 1 (SIM) <br />PL C <br />59-0 ' I ( I S521-4 <br />_, _, EMBED PL J -J <br />- - <br />CD <br />PS-1 SIM, u U.- i _Tp <br />SEE 1 ! <br />�k_ I . @ <br />2 5 <br />A� <br />S521-6 C'i I S521-8 <br />zi <br />- <br />, <br />REMOVE (E) WALL AS REQ'D, <br />1 LEAVE 6" HIGH CURB <br />1= FOR CONTAINMENT <br />� 5521-5 <br />VAULT N4 PLAN AT GRADE 2 <br />SCALE: 1 /4,H®1 i-®„ 5521-2j <br />2 <br />I <br />P 2 <br />BRIDGE TROUGHCn <br />, <br />4 UTILITY CLOSURE LAYOUT. <br />-4S" SLAB ON <br />NEW BOLLARD. SEE CIVIL AND ARCHITECTURAL FOR <br />- I GRADE TYPE AND LOCATIONS. <br />- - — <br />SEE ARCH I 6 MANHOLE, EAST JORDAN IRON WORKS 181OA2VH <br />j COVER W/ BOLT RING OR APPROVED EQUAL. <br />FOR PANEL JOINT <br />1 DETAIL SEE 1 D FTG, �, /� 7 ACCESS LADDER, SEE CIVIL. <br />-- S5217 TYP 2 PLCS j ,o <br />S521-4 l�s 5521-1 <br />SEE ARCH ► AT ROOF REFERENCE DRAWINGS <br />FOR TYP HSS BASE <br />SEE ARCH DETAIL SEE CONSTRUCTION NOTES <br />S521---1 I v A530--1 4 551 5 <br />1. COORDINATE WORK WITH MECHANICAL <br />AND ELECTRICAL DRAWINGS, <br />2 6" PIPE PENETRATION PER MECHANICAL. <br />SCAN CONCRETE TO LOCATE AND <br />MINIMIZE THE CUTTING OF EXISTING <br />REINFORCEMENT. <br />A <br />0-9-54 40-21 40--22 40--23 <br />� I <br />40-51 <br />o T <br />45-52 <br />0 <br />145 - 01 145-0.3 45-04 <br />45®06 <br />45-02 <br />KEY PLAN <br />SCALE: NONE <br />4' 2' 0 2' 4' 6' <br />SCALE. 1 /4"-1'-0" <br />VAULT N 3PLAN � AT GRADE <br />CD <br />SCALE: 1 /4 =1 -099 S521--1 N <br />0 <br />I <br />- DRAWN DATE SUBTITLE <br />SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY R. REEVES 05.03.12 <br />Cr ORIG SITE — BRIDGE TO 40-021 — STEAM UPGRADES 11578401 CEI EO 05,0112 �j� ®F w� �� THIS DESIGN AND/OR CHECKED <br />SPECIFICATION IS APPROVED K. ROTHROCK 05.03.12 <br />® �NGI TITLE <br />A PIW UPGRADES ADDENDUM C 20808468 SITTS BKL 02.22.21 s # APPROVED BY DEPT. DATE K. ROTHROCK 05.03.12 <br />CHECKED <br />E. OJALA 05.0112 <br />® 3 APPROVED <br />O <br />csa <br />r Az APPROVED STRUCTURAL MASTER <br />T �F I <br />ISSUED FOR CONSTRUCTION; <br />EBRUARY 22,2021 <br />t <br />'01 <br />sl fttsir-,' h"ll <br />1� Nk <br />IN <br />CIVIL I <br />STRUCTURAL I SURVEY <br />4815 CENTER STREET I TACOMA, WA. 98409 <br />PHONE: (253) 474-9449 I FAX: (253) 474-0153 <br />http://vAm.sittshill.com/ <br />Project No.: <br />17659 <br />Project Mgr.: BKL <br />Proj. Engineer: <br />EMF <br />Proj. Drafter: JDK <br />