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Home My WebLink AboutW-042201Lake Washington Boeing I \ Pac &Car o Foundry ° ,Q ue CITY HALL VICINITY MAP O / 2 3 4 ®000 SCALE 11V FEET S 192nd ST I (( PROIJEGT AREAS I ake SE =200thST ` Youngs Panther l\ Lake S 208th ST MISCELLANEOUS ABBREVIATIONS AB ANCHOR BOLT ENGR ENGINEER: MIN MINIMUM STD STANDARD APPROX APPROXIMATE EW EACH WAY N NORTH STL STEEL B, 001 -T BOTTOM EXST EXISTING NF NEAR FACE STP. STRAIGHT CO CATCH BASIN EXP JT EXPANSION JOINT NTS NOT TO SCALE STRUCT STRUCTURES C /C, C -C CENTER TO CENTER FB FLAT BAR OC ON CENTERS SYMM SYMMETRICAL CJ CONSTRUCTION JOINT FDN FOUNDATION OD OUTSIDE DIAMETER T TOP CENTER LINE FF FAR FACE 0 -0 OUT TO OUT TB THRUST BLOCK CLR CLEARANCE FIN GR FINISH GRADE OPNG OPENING TC TOP OF CONCRETE CONN CONNECT FTG FOOTING It PLATE TYP TYPICAL CONC CONCRETE GALV GALVANIZED RC REINFORCED CONCRETE VERT VERTICAL CONST JT CONSTRUCTION JOINT GS GALVANIZED STEEL REINF REINFORCED W WEST CONT CONTINUOUS HORIZ HORIZONTAL REQ'D REQUIRED WS WATERSTOP OR CTR CENTER ID INSIDE DIMENSION S SOUTH WATER SURFACE DET DETAIL IF INSIDE FACE SCHED SCHEDULE WWM WELDED WIRE MESH DIA, 0 DIAMETER IIN INVERT SHT, SH SHEET W/ WITH DWG DRAWING LONGIT LONGITUDINAL SIM SIMILAR V VALVE E EAST MAX MAXIMUM SL SLOPE. ALT ALTERNATE. EA EACH MB MACHINE BOLTS SPECS SPECIFICATIONS BLDG BUILDING EF EACH FACE MFR MANUFACTURER SQUARE FEET DIAG DIAGONAL EL, ELEV ELEVATION MH MANHOLE NIC NOT IN CONTRACT HT. HEIGHT u R L'ST1 �°QQ yP�UF WASy�cd DES. AL-5 CI I2 0 DR. CRC/BKM 4 n ■ ®1 1ILL CHK. JPT c%y6 ��02D Df�f1K/(/JG mot• AFC /STEREO 4x411 _FSe.,.. _�,c \��;dr APPD. APJFS NO. i DATE REVISION NOTES: I, IN GENERAL EXISTING STRUCTURES ARE SHOWN IN LIGHT LINE WEIGHTS. 2. IN GENERAL NEW STRUCTURES ARE SHOWN IN HEAVY LINE WEIGHTS. 3, FINISH GRADES Sh,.LL SLOPE UNIFORMLY BETWEEN SPOT ELEVATIONS SHOWN. 4. CLEAR AND GRUB TO LIMITS SHOWN OR SPECIFIED. - 5. BORROW AND WASTE ONLY IN INDICATED AREAS. 6. ALL SYMBOLS IN LEGEND BELOW ARE NOT NECESSARILY USED IN THE PROJEC TOPOGR49V LEGEND; — EXISTING STRUCTURES NEW STRUCTURES — PROPERTY LINE x— x EXISTING FENCE EXISTING STRUCTURE TO BE REMOVED (CROSS HATCHED WHERE REQUI:,ED FOR CLARITY) GRAVEL SURFACE ..(.ROADWAYS)_._ - GRAVEL MEDIA (INFILTRATION GALLERIES) -...�_ DRAINAGE DITCH �IOGO- EXISTING CONTOUR �— 1000— NEW CONTOUR 01000 FINISH GRADE I Y �.;I EXISTING EMBANKMENT - SLOPE AS INDICATED TT_ NEW EMBANKMENT - SLOPE AS INDICATED @O MANHOLE ( EXISTING SHOWN. WITH LIGHT LINES ) El CATCH BASIN T— GRASS BENCHMARK RIPRAP PIPE USE IDENTIFICATION: D STORM DRAIN V; WATER PIPE MATERIALS CI CAST IRON CMP CORRUGATED METAL PIPE CONC CONCRETE GS GALVANIZED STEEL - PVC. POLYVINYL CHLORIDE .` WS WELDED STEEL .D1, DUCTILE IRON. --� } I-- OR BUTTERFLY VALVE, BV —�Q -- OR C===><= GATE VALVE, GTV OR EXISTING PIPE TO BE REMOVED OR EXISTING PIPE TO REMAIN OR NEW PIPE ..�► FLOW DIRECTION GENERAL PIPING NOTES: I: LAY. PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. 2: SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED, TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE NOTED. IDED WITH THRUST TIES OR SCUDS UNLESS OTHERWISE NOT THRUS OTECTION SHALL BE ADEQUATE FOR TEST PREESSSU SPECIFIED. 4. ALL BURIED PI EXCEPT FLANGED OR SCREWED 'SPECIFIED TO BE PRESSURE TESTED SHALL BE PR ED WITH CONCRETE T ST BLOCKS AT ALL DIRECTION CHANGES, UNLESS OTHERWI OTED. M -0Uld AREA OF THRUST BLOCK POURED AGAINST UNDISTURBED E HALL BE AS FOLLOWS: SIZE OF PIPE X441 ID 455 BEf THRUST BLOCK /I /// �- 90° BEND 45° BEND''- 22' -O BEND 4" 2 SF 2 SF 2, F 6 " -8" 3 SF 3 SF 2 SF ' -12" n 4 SF 3 SF 2 SF i o— .��-,ao ovTsf- -PER '500# T,4. f" 5. SYMBOLS, LEGENDS AND USE IDENTIFICATIONS WHICH ARE SHOWN ARE FOLLOWED THROUGHOUT THE PLANS WHEREVER APPLICABLE. ALL OF THE VARIOUS .PIPING APPLICATIONS ARE NOT NECESSARILY UTILIZED IN THE PROJECT. INDEX TO DRAWINGS SHEET NO TITLE 1 VICINITY MAP, LEGEND, .ABBREVIATIONS AND INDEX TO DRAWINGS 2 SITE PLAN 3 MAIN INFILTRATION GALLERY PLAN, SECTIONS AND DETAILS 4 LOWER INFILTRATION GALLERY PLAN, SECTIONS AND DETAILS 5 MISCELLANEOUS DETAILS PIPE AND FITTING END PATTERNS D & S BELL AND SPIGOT — E F- FLANGE —� Mi MECHANICAL JOINT �C PE PLAIN END MJ PE F ABOVE. DENOTES MECHANICAL JOINT x PLAIN END x FLANGED TEE SECTION OR DETAIL. A DESIGNATION 12 SHEET WHERE SECTION OR DETAIL IS SHOWN SHEET WHERE SECTION OR DETAIL IS TAKEN SECTION DESIGNATION *42Z SHEET 1 CITY OF RENTON, WASHINGTON VICINITY MAP, LEGEND, ABBREVIATIONS, OF 5 SPRINGBROOK SPRINGS AND INDEX TO DRAWINGS DATE DEC. 1975 IMPROVEMENTS `� NOG C9554 "1