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Home My WebLink AboutWTR2703005.20 M N ABBREVIATIONS ____ - ____ AB ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE ADDL ADDITIONAL ADJ ADJACENT, ADJUSTABLE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AL ALUMINUM ALT ALTERNATE ANCH ANCHOR APPROX APPROXIMATE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY B/ BOTTOM OF BAL BALANCE BLK BLOCK, BLOCKING BOT BOTTOM BRG BEARING BTWN BETWEEN BU BUILT-UP C CAMBER, CHANNEL CAP CAPACITY CC CENTER -TO -CENTER CIP CAST -IN -PLACE OR CAST IRON PIPE CJ CONSTRUCTION JOINT OR CONTROL JOINT CL, CENTERLINE CLR CLEAR COL COLUMN CONC CONCRETE CONN CONNECTION CONS] CONSTRUCTION CONT CONTINUE, CONTINUOUS CONTR CONTRACTOR COORD COORDINATE CTR CENTER CY CUBIC YARD DBL DOUBLE DEG, DEGREE DET DETAIL DIA, DIAMETER DIAL DIAGONAL DIM DIMENSION DIP DUCTILE IRON PIPE DO DITTO DWL DOWEL (E) EXISTING EA EACH EL ELEVATION EMBED EMBEDMENT ENGR ENGINEER EQ EARTHQUAKE, EQUAL EQUIP EQUIPMENT ES EACH SIDE EW EACH WAY EXP EXPANSION OR EXPANDED EXT EXTERIOR FB FLAT BAR FDN FOUNDATION FEMA FEDERAL EMERGENCY MANAGEMENT ASSOCIATION FLG FLANGE FS FAR SIDE FT, FEET FTG FOOTING GA GAGE GALV GALVANIZED GR GRADE GV GATE VALVE HORIZ, H HORIZONTAL HT HEIGHT ID INSIDE DIAMETER IN, INCH INCL INCLUDE INFO INFORMATION SYMBOL LEGEND K KIP (1,000 LB) GENERAL SYMBOLS" KSF KIPS PER SQUARE FOOT KSI KIPS PER SQUARE INCH -- E GRID BUBBLE L LENGTH, ANGLE LB, # POUND LF LINEAL FOOT GRID LINE LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL NORTH ARROW LOC LOCATION, LOCATE LONGIT LONGITUDINAL I UNDISTURBED SOIL LP LOW POINT LSH LONG SLOTTED HOLE COMPACTED SOIL MAIL MATERIAL MAX MAXIMUM I 'c) T MECH MECHANICAL 'U-- nugp�n�3p�nQRO� GRAVEL VIER MANUFACTURER MIN MINIMUM OPENING IN FLOOR OI' WALL_ MISC MISCELLANEOUS MTL METAL MATCHLINE NOM NOMINAL NO, # NUMBER __ REFERENCE LINE, EXI`.:)'IING OR NS NEAR SIDE, NONSHRINK ARCHITECTURAL ELEMI [,ITS NTS NOT TO SCALE 43'-6" TOP OF STRUCTURE [LE-VATION OC ON CENTER TEL (TOP OF ELEMENT INDICATED) OD OUTSIDE DIAMETER OPNG OPENING [-14"] ELEVATION POINT OPP OPPOSITE (TOP OF ELEMENT INI)IC;ATED) OSH OVERSIZED HOLE ze WORKPOINT PERP PERPENDICULAR PL, fE PLATE, PROPERTY LINE PLCS PLACES DIRECTION OF SPAN PP PARTIAL PENETRATION PREFAB PREFABRICATED LIMIT OF SPAN PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH _ SLOPE PT POINT, PRESSURE TREATED 77�� SURFACE - SLOPE UP R, RAID RADIUS REF REFERENCE SURFACE - SLOPE DOWN REINF REINFORCING READ REQUIRED SURFACE - SLOPf= 1WO WAYS RJ RESTRAINED JOINT RND ROUND SURFACE - STEPPED RO ROUGH OPENING RTN RETURN SC SLIP CRITICAL SCHED SCHEDULE SECT SECTION STEEL SYMBOLS SHT SHEET - --- SIT SIMILAR BEAM GIRDER SPC SPACE, SPACING SPEC SPECIFICATION BEAM/COLUMN SPLICE SQ SQUARE SSH SHORT SLOTTED HOLE BRACING SST STAINLESS STEEL f-1= I -I DIAGONAL BRACING STD STANDARD STIFF STIFFENER STEEL IN CROSS `.F CTION STL STEEL STRUC STRUCTURAL SYM SYMMETRICAL CONNECTORS T/ TOP OF �— T&B TOP AND BOTTOM PLAN SECTION —� DESCRIPTION THK THICK(NESS) CONCRETE ANCHORBOL1 TOF TOP OF FOOTING TOS TOP OF STEEL + TRANS TRANSVERSE �11 DRILLED IN CONCf\'I I L= ANCHOR TYP TYPICAL + BOLT UBC UNIFORM BUILDING CODE + UNO UNLESS NOTED OTHERWISE T NAIL VERT, V VERTICAL W/ WITH W/0 WITHOUT WP WORK POINT WV WATER VALVE RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, OR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. RECORD DRAWING BID SET REVISION MISCELLANEOUS TITLES ENLARGED SITE PLAN SECTION OR DETAIL NUMBER SECTION OR DETAIL SH1.0 1 /8"=1'-0" SCALE�� SHEET SECTION, DETAIL OR ELEVATION IS TAKEN FROM SECTION, DETAIL AND ELEVATION IDENTIFIERS INDICATES �� DIRECTION OF ^ CUTTING PLANE 2/SH 1.0 SHEET SECTION IS LOCATED ON SECTION NUMBER ELEVATION OR DETAIL NUMBER SHEET ELEVATION 'SHEET DETAIL IS IS LOCATED ON LOCATED ON ELEVATION DETAIL S 1116THI ST S 1 12011H ST 2N Z z > Q N 8T ST v Z CL 0 6TH ST —r_ z �I Q z W N 4TH ST Q 91P ; ST / S 2ND ST J��; S 3RD ST �I sw sth cr s w 5tir e� 67 V 0 SW 7th St cf' S a y sill „< wnv S Renton Villog PI ' _1C NE 0 T H 4 w Q w z NE I GT-I -- �,T _ --- — i � NE 112TH ST AH Rk -- °F 9 w L cF) atli SE I_GHLAND"5 ESER�VOIIR 2INE 2nd St SE 5th St sF 6�h II I vl6k �I NE 10TH `,T NE 4th 3t 1 NE 3rd LI CE 1_t m 1 _ft 2nd i -r-- ROLLING HILLS RESERVOIR ve/ ed' I C h, �o C°� Hills Dr SE� %' SF SW 16th t � St 15th S � ode �o �� 16th S�<& SE 16th PI `C co )SE 18th � s 8 s lairCD ,W 19th st �� -- — 6u1�Ing ' — �`0y �/ '� Ntl p sE % fh U C 16 7) T �� Pu9et D i ° SW 21;i v — Q a G C ?7rd St S '' d t SE 161at St �E 160th S SE 160fh �i5+h SE 161St St C E ih0fh PI US SE 162nd SC7gc"I7 F'� o�SF Q Elf a �E 162nd St a p ,_. SE 163rd ,t V S 'th S SE 163rd St 5- SE 164th St S 27th St S'E h�5� SCo.w�C �S1 SW 27th St a 164 ou e 3 Q SE 165it)�' v° y S 28th �b�r Pos v SE 16"th St w 1 > 1� SW 29th St S > <r 515) SW 30th St S 31st �- SE 168th� St _ SE 168th St S 32nd PI Q SE 169th t "' SE 169th _ t s� > CD>> Q Q Q Q SE 169th L C a °r7 SEI70th �t 5W 34th St � sf N N N SE 170t a �; — �� SE 172nd t SE 172 d St - E 171vt F FF'tr Petrovikk,v Rd `,E SE PetrovitS6 Rd VICINITY MAP NOT TO SCALE w-3ooso2 __ — SURVEYED: SCALE: DATE: VERTICAL: NAVE, 03/1 RENTON EL EVA TED WATER TANKS 8 OK 19 / 0 3 NONE HORIZONTAL NAD 1983/1991 �� CITY F DESIGNED: �� }Z 1 FIELDBOOK: KKY SEISMIC REPAIR AND REHABILITATION PAGE: ` ��` � RENTON DRAWN:ONE INCH \ KKY 8/19/03 GPM — DRAWING NO: DAT � � 1 KKY 10/1/02 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. ABBRFMATIONS, LEGENDAND VICINITYMAP GO. ] �— �BS IF NOT ONE INCH I' BY DA E APPR APPROVED: SCALE ACCORDINGLY y SHEET: OF: 2 18 fR�.r�� wJ:3lo__l_o_t5"SCANNED MAR 2 8 �10# I,1. _ n CIO n, y r_' � Z Nc c' ° d s i rS