Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans
BU P2007-00437/SIT2007-00027 TIGARD RESERVOIR 13001 SW BULL MOUNTAIN RD . 11111.1111111 I _ aliall ---)"--'\ 1 Ott ,, ..r...tvio CITY OF TIGARD rx.fe " i-NS ()C L- rolur5 Approved*QM-041•1414. 9411.0140a4t7 I X I NI CIPT11( OF TIGARD \ ' 1(24,:1:7 F S qi-C( 6 - Conditionally Approved For onIV the rk as described in: i I PEAMit NOrtatalleitMail_____ AttaCh,.-- iti I Job Atitittl:ttfPL-Ssa-U11-6-te---9-t- --,,,t, , AUG 2 1 2007 If'P," STRUCTURAL REVLEW COMPLETE PERMIT 07 - 004W71 " a , . By':—LLAS---..---- Date:iez =,t2.-_ -L .0 g . &if-, DATE I°NO 7BY 61AI , . .3., I REA vi 1 i III . all F.e-I 1r: rin,rfa r--,--- , MILLER CONSULTING ENGINEERS 0 - iii • 1}.1 I ION . .-, DEFERRED Fire Sprinkbse ,,,,,..,„ Fire Alarm 3 . 01\4G 550 FOOT RESERVOIR IN4.(:) .112111iN ( _han_l_a4 _______ _ ....,„ TIGARD Plumbing Electrical Truss Engineering „.„,,,,, Shop Drawinp ,,...„, CITY OF TIGARD Other am,..• Approved-UT 4, vutiok [WI 4rilottilli pc,tr AUGUST 2007 VOLUME 3 OF 3 — DRAWINGS See Lotter to: AttaCh dv,, i P* arm._ ,, D.w , .. w........_ ,) - wilimmilmmormimMOMP °1 \ 511---vj 71;---- INDEX OF DRAWINGS „ ,__ ,, ' // __ - ___— -1) \ , APPROVED PLANS INCLUDE UN-ATTACHE i ---> \ ‘ ,-- , - GENERAL STRUCTURAL ›< STRUCTURAL CALCS ) ) ,., 1 G- I COVER/T1TLE SHEET 28 S- 1 GENERAL STRUCTURAL NOTES—LATERALCALCS / cl--) \--', 1 , TRUSSES / „...,,, G-2 SYMBOLS AND LEGEND 29 S-2 QUALITY ASSURANCE PLAN . X OTHER 4101-4 04 i 1,4 firsiog As r 7-------. ----- - --\- ''''.!'_,_____F___7_ :cliPc, L,,,,, s41111111111111114,:;€1Ti r:i la I-0 , , • - — 3 G-3 ABBREVIATIONS I AT I ONS 30 S-3 FLOOR PLAN / r rriii- (\\ 3 / \1\ e -',z- 4 G-4 GENERAL AND EROSION I ON CONTROL NOTES 31 S-4 TANK SECTION / / -- \ lulu .(2 n r 32 S-5 ROOF PLAN MIL ii -----, ,- :-.„„\ 1 , • c — . 33 S-6 ROOF REINFORCEMENT DETAILS AND jjil 4 ----- - N \,.... ) 1 1 5 C- 1 SITE LAYOUT PLAN OPTIONAL ROOF JOINT DETAIL r '' ”- //' ‘‘ 6 C-2 GRADING, TREE REMOVAL, AND EROSION CONTROL PLAN 34 S-7 WALL AND WALL FOOTING DETAILS 0 -----I, ' NMI ; _ ,..--- ' , W ' ---i / \ _ 1, /: i:, 11,___: ,,, ‘ __ I_-- 2 ; L \44/11 0 7 C-3 S I TE P I P I NG PLAN AND DRA I NAGE PLAN 35 S-8 DETAILS i j 7, 111111L \ ‘\., \ 8 0-4 ON-S I TE P I P I NG PROF I LES 36 S-9 DETAILS 11111111 ,,-. \ „") N'O -----, \ •, i , ,1 r•-•' , ...I //, *%■- 9 C-5 OFF-S I TE WATERL I NE PLAN & PROF I LE STA2+50 TO STA8+20 37 S- I 0 I NTER I OR LADDER AND ACCESS HATCH DETA I LS \\ • . C-6 OFF-S I TE WATERL I NE PLAN & PROF 1 LE STA8+20 TO STAI4+00 38 S- I I COLUMN FOOT I NG DETA I LS I i i I I C-7 OFF-S I TE WATERL 1 NE PLAN & PROF I LE STAI4+00W I TO STA19+68W1 39 S- I 2 P I PE ENTRANCE DETA I LS 1 , .., , 2 C-8 OFF-S I TE WATERL I NE GREENF I ELD DR 40 S- I 3 P I PE ENTRANCE DETA I LS / PLAN & PROF I LE STA0+00 TO STA5+88 „/i 41 S- 14 ROOF VENT AND INLET/OUTLET PIPING DETAILS \ / I / c z , .// 13 C-9 RESERVOIR SECT I ON AND UNDERDRA1N DETAILS C I TY OF T IARD / „ /1 42 S- I 5 ROOF OPEN I NG ADD I T I ONAL REINFORCING DETAILS 4 0 .,----- \ __ -- 14 C- I 0 M I SCELLANEOUS S I TEWORK DETA I LS - ,----. Q.) ni-Thi 1 L I 5 C- 1 I STORMWATER DETENT I ON FAC I L I TY DETA I LS ELECTRICAL / 1 ? /I ., ( E , co I 6 0- 12 WATERL I NE VAULT PLANS, SECT I ONS AND DETAILS 43 E- I ELECTRICAL S I TE PLAN / L 7' III A. -.* \ c\I OAS / PROJEC , / D is ,,,3 I 7 C- 13 M I SCELLANEOUS WATERL I NE DETA I LS 44 E-2 ELECTR I CAL DETA I LS (;:i -75-- / •Z` S/Wil GA A l : f ' AI") r--, SITE //" 1 c) 18 C- 14 STANDARD WATERLINE DETAILS 45 E-3 ELECTRICAL DETAILS /7 zzo 7 N. Si.) t 19 C- 15 HALF-STREET I MPROVEMENTS STA I TO STA 6+60 INSTRUMENTATION I , c-- , Lims ST ; 1 1 0 q r 1 20 0- 16 HALF-STREET I MPROVEMENTS STA 0+00 TO STA 1 +40 > - c) AND STA 6+60 TO STA 8+60 46 I - 1 PROCESS AND INSTRUMENTATION D I AGRAM < /I/ It // 7----111 . -C7'. °) D I I - , I 1 , = ,-_----_ D cy) 2 I C- 17 ROADWAY SECT I ONS AND DETA I LS LANDSCAPING _ 1 1 )- ---____4 1 Loc ') -, - 22 C- I 8 RESERVOIR RETA I N I NG WALL ELEVAT I ON AND DETAIL qiw,- 47 L I PLANT I NG PLAN F ,, 1 1 -"c I 41111111 1 CD _.> i 23 c- I 9 STANDARD STORM DETA I LS 48 L-2 LANDSCAPE DETA I LS 1 0 i 6 I 2 4 0-20 TEMPORARY TRAFF I C CONTROL PLAN 49 L-3 EROSION CONTROL DETAILS ■Nllth IllF -""" WANT A*A-1 RD ..,i- . I pi c\i 25 C-21 STRIPING PLAN AND DETAILS (//04r 1 50 L-4 SITE TE FURN I SH I NG DETAILS LS ti2 1 LJ \- G, Ili 26 C-22 STRIPING DETAILS ' - ...i co 51 L-5 MAZE PLAN AND DETAILS eiroaig 0 - 1 --- i 27 0-23 PERMANENT S I GNING LEGEND r-o 52 L-6 PLAYGROUND PLAN AND DETAILS 1 I 1 P 0 • 1 • 410° 1 '6 53 L-7 I RR I GAT I ON PLAN i A 00 or iii I 1 Murray Soth&Associates Inc. a At i ilkpb..-Amii 7 --=-7, 1 ..- ) , 54 L-8 IRRIGATION DETA I LS ,t- o A Engineers/Planners LOCATION MAP CN _ _ _ _____ 0) : - c' SURVEY CONTROL BASED ON WASH I NGTON COUNTY - - - - - - -i121 S.W. Salmon, Suite 900 PHONE 503-225-9010 GEODETIC CONTROL POINTS GC_022- I 19 (ELEVATION SCALE 1"=1000' OFFICE COPY - - - Portland, Oregon 97204 FAX 503-225-9022 589.60') AND GC_022-0961 (ELEVAT I ON 430.22') ,/ L 03-0619.204 - . . 0 ......, , . --= ,P I PE SYMBOLS, VALVE SYMBOLS, TOPOGRAPH I C LEGEND & NOTES CALLOUT SYMBOLS PLANT SCHEMATIC BURIED PLANT SCHEMATIC I C EXISTING PROPOSED SLIP ON JOINT PIPE (SP) I WELDED JOINT 0 - 1:::::2 BUTTERFLY VALVE WATERLINE - - - - 16"W - - - - . 'i 6 'W RESTRAINED JOINT PIPE ( R ) ELECTRICITY _ If FLANGED JOINT 0 1><[ >< GATE VALVE GAS - - -- - - 4"G - - - COMPACTED NATIVE BACKF I LL AND N — - - NATIVE SURFACE RESTORATION * * ,-- - _ ti 0 GROOVED END JO I NT 0 1)14 >I GLOBE VALVE TELEPHONE/TELEMETERY , _ __ T - - - ,..., COMPACTED GRANULAR BACKF I LL AND G ( /- - GRANULAR SURFACE RESTORATION * * ri 0 MECHANICAL JOINT 0041 -L ®( BALL VALVE CABLE TELEVISION , - - -2- - -CATv-:- --:-- - - -- \__ _ COMPACTED GRANULAR BACKF I LL AC SANITARY SEWER L I NE - - - - -8"SS- - - - - ' 8"SS ' & AC SURFACE RESTORATION * * ( /- C PUSH-ON JOINT (RUBBER GASKET) icl5t ----0 BALANCING VALVE \-- SANITARY SEWER FORCE MAIN - - - - -6"FM- - - - - _, Elf FLANGED COUPLING ADAPTER " ti 'fl DIAPHRAGM VALVE STORM DRAIN - - - - -8"SD- - - - - ' 8"SD. _ •10111101. ---0 0— DOUBLE BALL FLEXIBLE EXTENSION COUPLING • 0 —<> PLUG VALVE (TOP) DRAINAGE DITCH — •— — —•••—•••—•••-- , ( ) (-4-) FLEXIBLE COUPLING W/THRUST RING -Li iA PLUG VALVE (S I DE) CULVERT , . ■ CHA I NL I NK FENCE x x x X X X (i 0 I ELBOW UP 1111 1111*710111111 ---> f--- 3-WAY PLUG VALVE WOOD/V I NYL FENCE • • • , • -0,--Ha----o - ---o --,,. ._ C I ELBOW DOWN X-7: CENTERL I NE - — - ? \- __'.- SW I NG CHECK VALVE EASEMENT/PROPERTY L I NE - - 01■11 ••••■• 11111(5 1 (i 01 TEE UP -\\.\\--- DOUBLE CHECK ASSEMBLY EDGE OF PAVEMENT/AC ,___J I0 I TEE DOWN . - ? - <:[ --4z4--- BALL SWING CHECK CURB . , Linna I 0) I LATERAL UP ? °-- '4 Ci .4714 - S I LENT- CHECK VALVE STRUCTURE OR FACILITY I ri I 01 LATERAL DOWN r TREE/BUSH LINE 1111111"11111111 >< PRESSURE REDUCING VALVE GUARDRAIL 0 0 o 0 0 0 0 - - > CONCENTRIC REDUCER ? .]>?<[ >l< ALTITUDE CONTROL VALVE ROCK WALL [1:12:1 11] H ECCENTRIC REDUCER II 11 CONTOUR MINOR = -- __ __ b El \-: III UN I ON 111111144111111111 ■4 SOLENO I D VALVE CONTOUR MAJOR ___ _____/-)nc, ___- _----- 4 ,,,,,)- ---- .....- „,----200--------- I II BL I ND FLANGE A.10111111 'a:1T REL I EF VALVE 2" GRIND AND OVERLAY MANHOLE 0 = 0 h - ] CAP MI BLOW-OFF ASSEMBLY 1 .1— LONG SLEEVE ? M 't NEEDLE VALVE A I R RELEASE ASSEMBLY HD __c 0 F- r. ....n.,- FLEXIBLE COUPLING HOSE VALVE FIRE HYDRANT ASSEMBLY F-C THRUST BLOCK A „ [ CAPPED END OR PLUGGED END 2.X1 -1><- REDUCED PRESSURE BACKFLOW m PREVENTER W/GATE VALVES c) UTILITY POLE -o- f< ,CI FITTING ?) Os< HOSE B I BB GUY WIRE ) El SECT I ON AND DETA I L DES I GNAT I ONS ,MISCELLANEOUS PIPING SYMBOLS CATCH BASIN/FIELD INLET 1=1 WATER METER EH 61 (6 — SECTION DESIGNATIONS, DETAIL DESIGNATIONS, 1--- I ., 1 y STRAINER SIGN -77- CD SECTION LETTER DESIGNATION DETAIL NUMBER Q. At . A Aft 0 S I GHT GLASS CLEAN-OUT -, 0 00 c\I Mr IVY c PULL BOX/JUNCT I ON BOX SHEET WHERE SECT I ON I S SHOWN * SHEET WHERE DETAIL I S SHOWN * 0 BENCH MARK PRESSURE GAUGE W/COCK 0, -cp SECT I ON LETTER DESIGNATION ! PRESSURE SW I TCH W/COCK TREE (DEC I DUOUS/CON I FER) ,r'''). l \-L,) ii e,t,,, (-) SECT I ON AL SECT I ON TREE TO BE REMOVED (>k 0 SCALE: VIPY SCALE: rti THERMOMETER LIGHT POST * - SHEET FROM WHICH SECTION SHEET FROM WHICH DETAIL Q WAS TAKEN * I S CALLED OUT * 1 c\I ROTAMETER SURFACE ELEVAT I ON + 176.63 + 176.63 0-) co FINAL GRAD I NG SLOPES o , * NOTE: I F PLAN AND SECTION FOR DETAIL CALL-OUT AND DETAIL M METER I zi_Fix, v-T T 4H:Ti v T N) ARE SHOWN ON THE SAME DRAWING, DRAWING NUMBER I S REPLACED WITH A DASH. SIDEWALK S/W , c: < 0 NOTICE to PROF SHEET MCS . 1- , 1",to I Nt.t 411_ -E----- -±7±-=--- Murray Sffiith&Associates Inc C DESIGNED c\J 0 h 1 4,t, 1) 19195 CITY' OF TIGARD immensmimmi HCM 4c, : im ill SYMBOLS AND LEGEND 0, 3.0 MG 550-FOOT G- 2 DRAWN 1110gmd e = Engineers/Planners . . , co. IF THIS BAR DOES OREGON 0 1* ve/ t;\ '-s• / NOT MEASURE 1" MLH -1,. o' 1 5, \lb A..44 E- ----__---:-.__. :7:1:•-• E _____ 2_--- 7---_-_. 121 S.W. Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 , THEN DRAWING IS CHECKED *4/ L. ‘k\C) TIGARD 0 NOT TO SCALE ...■••■■•■ Portland, Oregon 97204 FAX 503-225-9022 , ,-- - 6 NO. DATE BY REVISION EXPIRES 6-30-09 PROJECT NO.: 03-0619.204 I SCALE: AS SHOWN I DATE: AUGUST 2007 2 of 54 i r - @ AT CLO CLOSET FLG FLANGE KW KILOWATT PNL PANEL SW SIDEWALK AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY CLR CLEAR FLL FLOW LINE KWY KEYWAY PNT PAINT SWD S I DEWATER DEPTH & TRANSPORTATION OFFICIALS CMP CORRUGATED METAL PIPE FLR FLOOR POC POINT ON CURVE SWGR SW I TCHGEAR AB ANCHOR BOLT CMU CONCRETE MASONRY UNIT FM FORCE MAIN L LENGTH OF CURVE POT POINT ON TANGENCY SYMM SYMMETRICAL AB.AN ABANDON(ED) CND CONDUIT FN FENCE LAB LABORATORY PP POWER POLE SYS SYSTEM ABC AGGREGATE BASE COURSE CO CLEANOUT FND FOUND LAV LAVATORY PRC POINT OF REVERSE CURVE ABS ACRYLON I TR I LE BUTADIENE STYRENE COAG COAGULANT FOC FACE OF CONCRETE LC LONG CHORD PROST PRECAST T TELEPHONE ABV ABOVE COL COLUMN FOF FACE OF FINISH LF LINEAL FOOT PREP PREPARATION T & B TOP & BOTTOM AC ASPHALTIC CONCRETE COMB COMBINATION FOM FACE OF MASONRY L I N LINEAL, LINEAR PRESS PRESSURE TANG TANGENT ACP ASPHALTIC CONCRETE PAVING COMPL COMPLETE FOS FACE OF STUDS LN LANE PRKG PARKING TB THRUST BLOCK ACU AIR CONDITIONING UNIT CONC CONCRETE FPM FEET PER MINUTE LOC LOCATION PROP PROPERTY TBM TEMPORARY BENCH MARK ADJ ADJUSTABLE CONN CONNECTION FPS FEET PER SECOND LONG LONGITUDINAL PRV PRESSURE REDUCING VALVE T & G TONGUE & GROOVE ADJC ADJACENT CONST CONSTRUCTION FPT FEMALE PIPE THREAD LOS LOCKOUT STOP PS PUMP STATION TC TOP OF CONCRETE/TOP OF CURB AFF ABOVE FINISHED FLOOR CONT CONT I NUOUS(AT I ON) FR FOREWARD—REVERSE LP LOW PRESSURE PSF POUNDS PER SQUARE FOOT TDH TOTAL DYNAMIC HEAD AFG ABOVE FINISHED GRADE CONTR CONTRACT(OR) FRP FIBERGLASS REINFORCED PLASTIC LPT LOW POINT PSPT PIPE SUPPORT TEL TELEPHONE AHR ANCHOR COORD COORDINATE FT FEET, FOOT LP—X LOCAL PANEL NO. X PS I G POUNDS PER SQUARE I NCH GAGE TEMP TEMPORARY AHU AIR HANDLING UNIT COP COPPER F I TG FITTING LR LOCAL REMOTE PSL PIPE SLEEVE THK THICKNESS AL ALUMINUM CORP CORPORATION FIG FOOTING LRG LARGE PT POINT/PRESSURE TREATED THRD THREAD(ED) ALM ALARM CORR CORRUGATED FUT FUTURE LS LUMP SUM PTVC POINT OF TANGENCY ON VERTICAL CURVE THRU THROUGH ALT ALTERNATE CP CONTROL POINT FXTR FIXTURE LT LEFT PV PLUG VALVE TOT TOTAL AM AUTO—MANUAL CPLG COUPLING LVL LEVEL PVC POLYVINYL CHLORIDE TP TEST PIT/TOP OF PAVEMENT AMP AMPERE CPVC CHLORINATED POLYVINYL CHORR 1 DE G GAS LVR LOUVER PVI POINT OF VERTICAL INTERSECTION TR TOP OF R I M ANR ANCHOR CRN CROWN GA GAUGE LWL LOW WATER LINE PVMT PAVEMENT TRANS TRANSITION ANSI AMERICAN NATIONAL STANDARDS INSTITUTE CR CRUSHED ROCK GAL GALLON TSL TOP OF SLAB APPROX APPROXIMATE CSP CONCRETE SEWER PIPE GALV GALVANIZED MA MANUAL AUTO RAD RADIUS TSP TR I —SODIUM PHOSPHATE APPVD APPROVED CT CLEAR TUBING GC GROOVED COUPLING MAN MANUAL RBR RUBBER TST TOP OF STEEL APWA AMERICAN PUBLIC WORKS ASSOCIATION CU CUBIC GFA GROOVED FLANGE ADAPTER MAIL MATERIAL RC REINFORCED CONRETE TURB TURB I T I TY ARV AIR RELEASE VALVE CUH CABINET UNIT HEATER GI GALVANIZED IRON MAX MAXIMUM RCP REINFORCED CONCRETE PIPE TW TOP OF WALL ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS CV CONTROL VALVE GIP GALVANIZED IRON PIPE MC MODULATE CLOSE RD ROOF DRAIN, RAIN DRAIN TYP TYPICAL ASPH ASPHALT CW CLOCKWISE/COLD WATER GL GLASS MCC MOTOR CONTROL CENTER RDCR ASSN ASSOCIATION CY CUBIC YARDS GLV GLOBE VALVE MCC—X MOTOR CONTROL CENTER NO. X or RED REDUCER UG UNDERGROUND ASSY ASSEMBLY CYL CYLINDER LOCK GND GROUND MCP MASTER CONTROL PANEL REF REFERENCE UH UNIT HEATER ASTM AMERICAN SOCIETY FOR TESTING GPD GALLONS PER DAY MECH MECHANICAL RE I NF RE I NFORCE(D)( I NG)(MENT) UN UNION - & MATERIALS D DRAIN GPH GALLONS PER HOUR MET METAL REQ'D REQUIRED UN I F UNIFORM ATM ATMOSPHERE DC DIRECT CURRENT GPM GALLONS PER MINUTE MFR MANUFACTURER RESTR RESTRAINT, RESTRAINED UON UNLESS OTHERWISE NOTED AUTO AUTOMATIC DEFL DEFLECT( ION) GPS GALLONS PER SECOND MGD MILLION GALLONS PER DAY RFG ROOFING USA UNIFIED SEWERAGE AGENCY AUX AUXILIARY DET DETAIL GR GRADE MH MANHOLE RHB RECESSED HOSE B I BB USGS UNITED STATES GEOLOGIC DATUM DI DUCTILE IRON AVE AVENUE D I A DIAMETER GR LN GRADE LINE MIN MINIMUM RLG RAILING AVG AVERAGE DIM DIMENSION GRTG GRATING GV MISC MISCELLANEOUS RM ROOM V VENT/VOLT AWWA AMERICAN WATER WORKS ASSOCIATION D I R DIRECTION GATE VALVE MJ MECHANICAL JOINT RND ROUND VAC VACUUM D I ST DISTANCE GVL GRAVEL MOD MOTOR OPERATED DAMPER RO ROUGH OPENING VB VACUUM BREAKER/VALVE BOX BC BOLT CIRCLE DN DOWN GYP GYPSUM MON MONUMENT/MONOLITHIC ROW RIGHT OF WAY VC VERTICAL CURVE BETW BETWEEN DR DRIVE MOT MOTOR RPM REVOLUTIONS PER MINUTE VERT VERTICAL BF BOTH FACES DS DOWNSPOUT MPT MALE PIPE THREAD RPC RED PLASTIC CAP VFD VARIABLE FREQUENCY DRIVE BHP BRAKE HORSEPOWER DWG DRAWING HB HOSE B I BB MS MILD STEEL RR RAILROAD VOL VOLUME BTF BOTTOM FACE DWL DOWEL HC HOLLOW CORE MSL MEAN SEA LEVEL RST REINFORCING STEEL VTR VENT THROUGH ROOF BFV BUTTERFLY VALVE DWV DRAIN WASTE AND VENT HDPE HIGH DENSITY POLYETHELENE MTD MOUNTED RT RIGHT BKGD BACKGROUND DWY DRIVEWAY HDR HEADER RV ROOF VENTILATOR W/ WITH BL BASE LINE HDWE HARDWARE NA NOT APPLICABLE W/O WITHOUT BLDG BUILDING EA EACH HGR HANGER NC NORMALLY CLOSED W/W WALL TO WALL BLK BLOCK ECC ECCENTRIC HGT HEIGHT NF NEAR FACE SA SAMPLE WD WOOD/WIDTH BLT BOLT EF EACH FACE HH HANDHOLE N I C NOT IN CONTRACT SALV SALVAGE WF WIDE FLANGE BLVD BOULEVARD EL ELEVATION HM HOLLOW METAL NO NORMALLY OPEN/NUMBER SAN SANITARY WH WALL HYDRANT BLW BELOW ELB ELBOW HNDRL HAND RAIL NOM NOMINAL SC SOLID CORE WHIR WATER HEATER BM BENCH MARK/BEAM ELEC HOA HAND—OFF—AUTO NRCP NON REINFORCED CONCRETE PIPE SCD STREAMING CURRENT DETECTOR W I WROUGHT IRON BO BLOWOFF or E ELECTRICAL HOR HAND—OFF—REMOTE NRS NON—RISING STEM SCHED SCHEDULE WLD WELD(ED) BOC BACK OF CURB ENCL ENCLOSURE HOR I Z HORIZONTAL NTS NOT TO SCALE SD STORM DRAIN WP WORKING POINT, WATERPROOFING BOT BOTTOM EOP EDGE OF PAVEMENT HP HIGH PRESSURE/HORSEPOWER SDL SADDLE WS WATER STOP, WELDED STEEL, BRG BEARING EQ EQUAL HPG HIGH PRESSURE GAS 0 TO 0 SECT SECTION WT WEIGHT BSMT BASEMENT EQL SP EQUALLY SPACED HPT H I GH POINT or 0 0 OUT TO OUT SF SLOWER—FASTER WTP WATER TREATMENT PLANT BSTL BLACK STEEL EQUIP EQUIPMENT / ESC EROSION & SEDIMENT CONTROL HR HOUR OBS OBSERVATION SHLDR SHOULDER WWTP WASTE WATER TREATMENT PLANT BS BOTH SIDES ESMT EASEMENT HSB HIGH STRENGTH BOLT 0/C OPEN—CLOSE SHT SHEET WTR BTF BOTTOM FACE EW EACH WAY HV HOSE VALVE OC ON CENTER S I M SIMILAR or W WATER BTU BRITISH THERMAL UNIT EWH ELECTRICAL WATER HEATER HVAC HEATING, VENTILATION, AIR CONDITIONING OCA OPEN—CLOSE—AUTO SLP SLOPE WTRT WATERTIGHT o BV BALL VALVE EXC EXCAVATE HWL HIGH WATER LINE OD OUTSIDE DIAMETER SLV SLEEVE WWF WELDED WIRE FABRIC h BW BOTH WAYS EXH EXHAUST HWY HIGHWAY ODOT OREGON DEPARTMENT OF TRANSPORTATION SOC SOCKET EXP EXPANSION HYD HYDRANT OF OVERFLOW, OUTSIDE FACE SOLN SOLUTION XDCR TRANSDUCER C CELSIUS DEGREES EXP BT EXPANSION BOLT HYDR HYDRAULIC 00 ON—OFF SP SOIL PIPE X SECT CROSS SECTION C TO C EXP JT EXPANSION JOINT OOA ON—OFF—AUTO SPCL SPECIAL XFMR TRANSFORMER or C/C CENTER TO CENTER EXIST EXISTING I B NLET BASIN OOR ON—OFF—REMOTE SPEC(S) SPECIFICATION c-N CAB CABINET EXIST GR EX I ST I NG GRADE I D NSIDE DIAMETER OPNG OPENING SPG SPACING YD YARD DRAIN (.6 CARV COMBINATION AIR RELEASE VALVE EXT EXTERIOR I E NVERT ELEVATION OPP OPPOSITE SPL SPOOL YH YARD HYDRANT CB CATCH BASIN I F NSIDE FACE OR I G ORIGINAL SPRT SUPPORT YPC YELLOW PLASTIC CAP o CCP CONCRETE CYLINDER PIPE F FAHRENHEIT DEGREES I MPVT MPROVEMENT OSC OPEN—STOP—CLOSE SQ SQUARE CCW COUNTER CLOCKWISE F TO F IN NCH OSHD OREGON STATE HIGHWAY DIVISION SQ FT SQUARE FOOT - CFM CUBIC FEET PER MINUTE or F/F FACE TO FACE I NCC NCLUDE(D)( I NG) OVHD OVERHEAD SQ IN SQUARE I NCH CFS CUBIC FEET PER SECOND FL FLOOR LINE IND ND I CATOR SQ YD SQUARE YARD - CHAN CHANNEL FAB FABRICATE INSTL NSTALLAT I ON/INSTALL PB PUSHBUTTON. SS SANITARY SEWER/START STOP CHEM CHEMICAL FB FLAT BAR I NSTR NSTRUMENT P.B.O. PROVIDED BY OTHERS SSC SUPERVISORY SET POINT CONTROL 0' CHFR CHAMFER FCA FLANGED COUPLING ADAPTER I NSUL NSULAT I ON PC PIECE SST STAINLESS STEEL CHKV CHECK VALVE FCO FLOOR CLEANOUT INTER NTERCEPTOR PCC PORTLAND CEMENT CONCRETE ST STREET � ' CI CAST IRON FCP FILTER CONTROL PANEL INTLK NTERLOCK PCVC POINT OF R STA STATION CU NATURE ON VERTICAL CURVE CD CIMJ CAST IRON MECHANICAL JOINT FD FLOOR DRAIN INTR NTERIOR PE PLAIN END STD STANDARD c C I P CAST IRON PIPE FDN FOUNDATION INV NVERT PERF PERFORATED STL STEEL ° CIPC CAST IN PLACE CONCRETE FDR FEEDER IP RON PIPE PERP PERPENDICULAR STN STRAINER 1- CIR CIRCLULAR FEXT FIRE EXTINGUISHER IPT RON PIPE THREAD PG PRESSURE GAUGE STOR STORAGE o C I SP CAST IRON SOIL PIPE FF FAR FACE . I R RON ROD PH PIPE HANGER STP SEWAGE TREATMENT PLANT 1 CJ CONSTRUCTION JOINT FGL FIBERGLASS PI POINT OF INTERSECTION STR STRAIGHT CL or C CENTER LINE FH FIRE HYDRANT JT JOINT P I VC POINT OF INTERSECTION ON VERTICAL CURVE STRUCT STRUCTURE o CL2 CHLORINE F I N FL F I N I S H FLOOR P & I D PROCESS & INSTRUMENTATION DIAGRAM SUBMG SUBMERGED CLG CEILING FIN GR FINISH GRADE KPL KICK PLATE PL PROPERTY LINE, PLATE SUCT SUCTION j CLJ CONTROL JOINT FLEX C FLEXIBLE COUPLING, FLEXIBLE CONNECTION KVA KILOVOLT AMPHERES PLBG PLUMBING SV SOLENOID VALVE 0 ©c O NOTICE M CS ��D PROFFf - _ SHEET .,,_ o DESIGNED s °iN14 <6.0, -._- — — MurraySfflith&Associates,Inc.19195 —N r� - _ - CITY OF TIGARD I - � HCM/BAH `� = _ _ _ _ � . '' ABBREViATIONS G- 3 DRAWN x° 11111��rS a111��rs 3.0 MG 550-FOOT Co IF THIS BAR DOES OREGON / .= _ _ _ NOT MEASURE 1" MLH �q�,`�Gty t5, ' k'' - _ - _ _ _ �'`� THEN DRAWING IS r �C'� — _ _ 121 S Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 T 0 NOT TO SCALE CHECKED yFW �, N Portland, Ore on 97204 FAX 503-225-9022 TIGARD NO. DATE BY REVISION EXPIRES 6-30-09 Oregon 3 of 64 PROJECT NO.: 03-06 I9.204 I SCALE: AS SHOWN l DATE: AUGUST 2007 N\ GENERAL NOTES: I . THE CONTRACTOR SHALL POTHOLE AND VERIFY LOCATIONS, ELEVATIONS, TYPES AND SIZES OF ALL 27. WHERE A WATERLINE CROSSES A SANITARY SEWER LINE, ONE PIPE LENGTH OF THE WATERLINE SED I MENT FENCE NOTES: EXISTING UTILITIES PRIOR TO CONSTRUCTING NEW PIPING FAR ENOUGH IN ADVANCE TO ALLOW MUST BE CENTERED AT THE CROSSING. COMPLY W/OAR CHAPTER 333 RULES FOR REQUIRED NECESSARY ADJUSTMENTS IN GRADE AND SHALL NOTIFY ENGINEER OF NEED TO ADJUST PIPING WATERL I NE-SEWERL I NE SEPARATION AND CROSSING REQUIRED. 18. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE INSTALLATION ACCORDINGLY. POTHOLING SHALL SUFFICIENTLY PRECEDE LAYING OF PIPE TO ALLOW BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED REQU I RED ELEVATION ADJUSTMENTS TO BE ACCOMPLISHED WITHOUT REWORK. ELEVATION 28. PIPE DEFLECTION LIMITED O THE ONE-HALF MANUFACTURER'S RECOMMENDATIONS. TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6- INCH OVERLAP AND BOTH ENDS SECURELY ADJUSTMENTS SHALL BE EXPECTED AND ARE INCIDENTAL TO THE WORK. DEFLECT PIPE AS REQUIRED FASTENED TO THE POST. AND WITHIN MANUFACTURER'S TOLERANCES TO AVOID EXISTING UTILITIES AND COMPLETE TIE- INS. 29. NOT USED 19. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. 2. ALL PIPING TO BE RESTRAINED JOINT PIPING (I) UNLESS OTHERWISE SPECIFICALLY IDENTIFIED 30. UNLESS OTHERWISE NOTED ALL SITE WATERLINES AND FITTINGS SHALL BE RESTRAINED. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 8 FEET APART AND DRIVEN SECURELY INTO THE AS SP FOR STANDARD PUSH-ON JOINT PIPING. SEE SPECS FOR APPROVED TYPES OF RESTRAINT. GROUND A MINIMUM OF 24 INCHES. 31 . MAINLINE VALVE OPERATOR NUTS TO BE PLACED ON SIDE CLOSEST TO EDGE OF PAYMENT. 3. NOT USED 20. WHEN STANDARD STRENGTH FILTER FABRIC I S USED, A WIRE SUPPORT FENCE SHALL BE 32. NOT USED FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT 4. BORE HOLES ARE REFERENCED I N GEOTECHN I CAL INVESTIGATION REPORT OF DECEMBER 2003. LEAST I INCH LONG, TIE WIRE OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A THIS REPORT IS INCLUDED AS SUPPLEMENTARY INFORMATION AND IS FOR CONTRACTOR REFERENCE 33. MANHOLES AND OTHER STORM DRAINAGE FACILITIES IN THE PUBLIC RIGHT-OF-WAY SHALL BE MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL ONLY AND IS NOT A PART OF THE CONTRACT DOCUMENTS. CONSTRUCTED IN ACCORDANCE WITH WASHINGTON COUNTY STANDARD PLANS AND SPECIFICATIONS. GROUND SURFACE. 5. NOT USED 34. MANHOLE COVERS SHALL BE SET FLUSH WITH FINISH GRADE. 2 I . THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 12 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND 6. ALL CONCRETE SHALL BE A MINIMUM OF 3000 PSI STRENGTH. MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 7. NOT USED EROS I ON CONTROL NOTES: 22. WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH 8. LOCATIONS OF EXISTING U T I L I T I E S ARE BASED ON INFORMATION SUPPLIED BY THE U T I L I T I E S SUPPORT FENCE MAY BE ELIMINATED. I N SUCH A CASE, THE FILTER FABRIC I S STAPLED OR WIRED AND CONSIDERED APPROXIMATE ONLY. I . CONTRACTOR SHALL INSTALL AND MAINTAIN EROS I ON/SEDIMENTATION CONTROL DURING DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF THE ABOVE STANDARD NOTE FOR CONSTRUCTION (ANY TIME OF YEAR) PER THE CLEAN WATER SERVICES EROSION PREVENTION AND STANDARD STRENGTH FILTER FABRIC APPLYING. 9. RESTRAIN ALL VALVES, TEES, BENDS, AND FITTINGS UNLESS OTHERWISE NOTED. ALL FITTINGS TO SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL, FEBRUARY 2003, THE STANDARD BE MECHANICAL JOINT UNLESS OTHERWISE NOTED. CONSTRUCTION SPECIFICATIONS FOR THIS PROJECT AND THE EROSION CONTROL NOTES INCLUDED 23. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT BELOW AND WITHIN THESE PLANS. NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 0. ALL FLANGED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWWA C 115 AND C207, LATEST EDITION. 2. APPROVAL OF THIS EROSION SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN 24. SEDIMENT FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G.: SIZE AND LOCATION OF ROADS, PIPES, AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE I I . PROVIDE POLYETHYLENE ENCASEMENT FOR ALL PIPING WITHIN TEN ( 10) FEET OF EXISTING GAS RESTRICTIONS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). IMMEDIATELY. MAIN ACCORDING TO ANSI /AWWA C 105/A2 I .5. 3. THE IMPLEMENTATION OF THESE EROSION/SEDIMENTATION CONTROL (ESC) PLANS AND THE 25. SEDIMENT FENCES SHALL BE INSTALLED AT THE TOE OF FILL SLOPES AND OTHER AREAS IN SUCH 12. DESIGN PRESSURE FOR ALL WATER PIPING TO BE 150 PSI UNLESS OTHERWISE NOTED. CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION I S COMPLETED AND APPROVED AND 13. HYDROSTATIC FIELD TEST PRESSURE SHALL BE 150 PSI AT THE POINT OF THE HIGHEST VEGETATION/LANDSCAPING IS ESTABLISHED. ELEVATION OF THE PIPE BEING TESTED. B I O-FILTER BAG NOTES: 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THESE PLANS SHALL BE CLEARLY FLAGGED 4. UNLESS NOTED ON THE DRAWINGS OR SPECIFIED OTHERWISE, ALL WORK IS TO BE CONSTRUCTED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE 26. B I 0-FILTER BAGS SHOULD BE CLEAN 100% RECYCLED WOOD PRODUCT WASTE. IN ACCORDANCE WITH THE MOST RECENT VERSION OF THE CITY OF TIGARD, WASHINGTON COUNTY BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED AND CLEAN WATER SERVICES STANDARDS AND THE OREGON ADMINISTRATIVE RULES (OAR), CHAPTER BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 27. B I 0-F I LTER BAGS SHALL BE STANDARD SIZE 10" x 8" x 30", WEIGHING APPROXIMATELY 45 333. POUNDS WITH ) 1 2 PLASTIC NETTING. 5. THE ESC FACILITIES SHOWN ON THESE PLANS MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL 5. CONTRACTOR SHALL PROVIDE TEMPORARY TAPS AND BLOWOFFS AND THRUST BLOCKING AS CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND 28. USE 2 - I " x 2" STAKES PER BAG, DRIVEN 12- INCHES I NTO GROUND. REQUIRED TO FACILITATE FLUSHING, TESTING AND DISINFECTION OF WATERLINES. AT COMPLETION SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE OF DISINFECTION, REMOVE TEMPORARY TEST TAPS AND REPLACE WITH PERMANENT DUCTILE IRON OR WATER STANDARDS. 29. OVERLAP ENDS OF ADJACENT BAGS 6- INCHES TO PREVENT PIPING BETWEEN JOINTS. BRASS PLUGS. SEE SHEET C- 14 FOR TEMPORARY BLOWOFF DETAIL. 6. THE ESC FACILITIES SHOWN ON THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR 30. ROUTINELY INSPECT BAGS. CHECK THAT STAKES ARE SECURE, ENDS OF BAGS ARE OVERLAPPED 16. NOT USED ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THE ESC FACILITIES SHALL AND PLASTIC MESH BAGS HAVE NO TEARS. BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND 3 I . REMOVE SEDIMENT WHEN I T HAS ACCUMULATED TO Y3 HEIGHT OF BAG. 7. ALL EXISTING FEATURES INCLUDING BUT NOT LIMITED TO ROADWAYS, STRUCTURES, LOTS, CURBS, SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. SIDEWALKS, FENCES, WALLS, PLANTING, DITCHES, MAILBOXES, SIGNS, PIPING AND UTILITIES DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITION UNLESS OTHERWISE 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS SPECIFIED. CONTRACTOR SHALL REPAIR ALL UTILITY SERVICES DAMAGED DURING CONSTRUCTION NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONALITY. 2 AND SUCH REPAIR SHALL BE CONSIDERED INCIDENTAL. U °' 8. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF '- 18. CONTRACTOR TO OBTAIN AND COMPLY WITH CITY AND WASHINGTON COUNTY PERMITS AND U) REQUIREMENTS FOR WORK IN, AND RESTORATION OF, CITY AND COUNTY ROADWAYS. ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. - 9. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A � 19. ALL PIPING SHALL HAVE A MINI MUM OF 3 FEET OF COVER FROM TOP OF PIPE BELL TO STREET ? GRADE OR OTHER FINISH GRADE, UNLESS OTHERWISE SHOWN OR APPROVED BY ENGINEER. TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE 20. DO NOT REMOVE TREES UNLESS THEY HAVE BEEN PREVIOUSLY IDENTIFIED I N THE FIELD FOR DOWNSTREAM SYSTEM. E REMOVAL PER ENGINEER. 10. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY 2 I . FINAL LOCATIONS OF ALL VALVE BOXES, WATER QUALITY STATIONS, AIR RELEASE VALVES AND N BLOWOFFS, SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION PER ENGINEER. BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. SEE PLANS FOR GRAVEL CONSTRUCTION ENTRANCE. - 22. PROVIDE "AS CONSTRUCTED" DRAWINGS INDICATING ALL CHANGES I N GRADE, ALIGNMENT, I I . FILTER FABRIC INLET BARRIERS SHALL BE INSTALLED AT NEW AND EXISTING STORM INLETS TO o FITTINGS AND MATERIALS INSTALLED AND ANY OTHER UTILITIES OR OBSTACLES NOT SO INDICATED PREVENT SEDIMENT AND SEDIMENT LADEN WATER FROM ENTERING THE STORM DRAINAGE SYSTEM. N) ON THESE PLANS. c 12. CONTRACTOR SHALL PROVIDE DUST CONTROL AS REQUIRED, SEE SPECIFICATIONS. °0 23. AT THE END OF EACH WORK DAY ALL OPEN TRENCHES SHALL BE BACKF I LLED AND ALL TRENCHES ,f- WITHIN STREETS SHALL BE TEMPORARILY PAVED OR COVERED TO THE SATISFACTION OF THE 13. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. 0 ENGINEER. � 24. CONTRACTOR SHALL COMPLY WITH ALL OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) 14. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER I FOR EACH PHASE OF REQUIREMENTS I N THE DISPOSAL OF CHLORINATED WATER. SEE SPECIFICATIONS...,t: CONSTRUCTION. 1 15. IF THERE ARE EXPOSED SOILS OR SOILS NOT FULLY STABILIZED FROM NOVEMBER I THROUGH 25. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING CONSTRUCTION SURVEYS. PRIOR TO APRIL 30, THE WET WEATHER EROSION CONTROL MEASURES WILL BE IN EFFECT ACCORDING TO THE CONSTRUCTION, FIELD LAYOUT SHALL BE APPROVED BY ENGINEER (MSA). SEE CONTRACT DOCUMENTS TECHNICAL GUIDANCE HANDBOOK. FOR SURVEY REQUIREMENTS. 0 16. ESC MEASURES SHALL BE REMOVED BY THE CONTRACTOR WHEN VEGETATION IS FULLY N 26. ATTENTION: OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW THE RULES ADOPTED BY THE ESTABLISHED. j) OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001 -0010 THROUGH OAR 952-001 -0090. THE CONTRACTOR MAY OBTAIN COPIES OF THE RULES BY CALLING 17. NOTIFY ENGINEER 24 HOURS PRIOR TO ANY WORK ON SITE. CD THE UTILITY NOTIFICATION CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY ,!) NOTIFICATION CENTER I S 503-246-6699. /0 / NOTICE MCS c�►� PROF ' SHEET O- DESIGNED � �x$� `f�4 _\II_ urra ml ssocla es nc.1....=,.......J _ OF TIGARD GENERAL AND EROSION HCM/BAH -DRAWN - n sneers anners ; . 3o MG ��o-FOO-r G- 4 IF THIS BAR DOES , _ _ CONTROL NOTES/ NOT MEASURE 1" M LH �g�G1 Y 15. ' - _ - = 121 S.W. Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 o THEN NOT DRAWING S CHECKED yFw L. - - Portland, Oregon 97204 FAX 503-225-9022 TIGARD NO. DATE BY REVISION EXPIRES 6-30-09 PROJECT NO.: 03--0619.204 SCALE: AS SHOWN DATE: AUGUST 2007 4 of 54- -----.4414---1,._.........._.-. . irtaini- - - - - --, \ \ \ ,„ •,, , 1 „. I . , I N, \ \ \ \ \ \ „, t • , I : `,, \ . ; I `‘, \ \ , , , , X ' ‘\ X \ ir ,. , , ,.. ,'' i• ; I ,„ „., \ \ \ , -.. _ • ,, , \ , \ \ \ ' \ - _ - , . . .. , „ \ CURVE PC RAD I US LENGTH ACCESS ROAD CONTROL L I NE CURVE DATA DELTA \ \ \ \ , h> ._ / b N., / \ ____ _.... ...... ..._ _ ___ ..._ .. ., \ \ ..„. , . . / , --- \ \ . i,.. __ ,..... .._ , , , ! , „ STA 1 +36.64 STA I +50.67 ,,, . „ „ -- ./ / --- / \ , „ \ .. ,/ . ; :, \ . --- -- „..„ ....., \ N . \/ / , ,.. • \ '''....-4:z•,j/ • 1 I i \ "'ti' - N \ „,, • _. __ ..._ -- .._.. ___ --- / I/ 1600 I 4.03 50° I 4' 1 911 \ __ .„/ , \ I 1 \ i , „„ ___ _ ,/ , , NN ---.. ____ ....._ _.._ ___ „„ , --- ' _„,•-' i . , „.._ .... _ „..... __ __, , . i \ . , „ 0 EN L6......4 55 65 07 7.2.9,./, E 7 6 0 8 5 5 7. I I EN L.6.4 55 65 61 35.3,./_9, E 7 6 0 8 5 6 9 5 7 „ , „ STA I +50.67 STA 3+47.64 , _ __. _.- \ I ... __ ___ ._ ...//,/// \ , , - • - 1 1 2.00 1 96.97 1 0004515711 1 \ • , / \ i i ' 0# , i \ ,•.'' 1 / '. , . '\, __ I ''' --- ____ .._ ---- -REPLA-CE R IST S/W W I-TH 61111110N.C- ...''. ...„.....„.... / , 0 EN L6.4 55 65 61 35.39, E 7 6 0 8 5 6 9 5 7 NE L6=4 55 64 00!35.0/.4, E 7 6 0 8 7 4 2 0 4 ; , k , , , „„ ...„. . 1 .,„ , ./ \ I i - - , / . , , - „, , „ ,- „ _ _ , \ , / ... .___ ...... ___ ___. ...-- _ STA 3+47.64 STA 5+ 1 3.60 \ . _if_ \ _ I H \ „ \ ,/ „... ___. __ ,..... .. .. „„ _ _ , _ ..,--,- - -..„, •_ „- ......... ......... ......., „„ ,\ _ ..„, - , ,,, 0' ,- \ , . ._ /' I \ At..:9-- . / \ -,..., ,...., \ , / „-- . \ /' ' __ (E.) V - _. ..._ __ SW FORAN TE •' 2"AGEN(PR I VATE R-OAD - ..„, , , , , _... - .\,, ..__ __ __ ___ \ /7 ,.... , , - . .. _. ...._ _..... , \ E7608742.04 EN[L6,..s.4..._5 5_ 4_45,03603/4.2, E7608746.23 I 3 1 .00 1 65.96 72035107 \ „ / // ,- -- . i--(Y / , „ „,„,„ , \ , ., \ \ ,/ / ,- _-•--,...„ ,.-, \ STA 0+00---------_ NEL6=4556406!304/-4,,, •••_ _.•__ NOTES: \ / ( i / ,, 7 - _ ' , - -# / ' -- GA .;'..-( -.... t viimirmumiNsw ' '' N6456 1 1 .86, E7608*20„.53 / , .: :•: 7.,,,,,--..... I 1 / „N\N \ 1 i ..* ' Tilfri - ..- -... ....,,, 121 . 1 2 I . SEE SHT L-2 FOR PAND-1, ---DtTA I LS. „, / i / „ --- , -..,... ,,,, „.„ --1/4r/ -,,''/ ,s,':....,..1:;:'.1: CONNECT TO EX 1ST PR I VA-T-E._ DR I VE, MATCH EX I ST GRADE 1 ,/ //I / , ‘-- -,. •: AMWAIIIIk--__ SO I 37 -5.1----W- ...- -- -- - - - . - --- , . , , , / /- , N -X X / ' / , ,. _ , ,____ _ 2. SE SHT C- I 8 FOR FENCING AROUND PAR!<. , r __ - - _X.-7T_ 11 _.„„„ , , i ,.' / / • • 0 - ... , r. ._. ...„. ‘,.,_ , , \ / , , / ' • ./.. / / ''' , 7 : ,.:;:• c.5\ 1 I - \ ; .....„ .„..,, it --... \ I . \ .•.t• _ ___ _.„. _ ---. ___, ,__ ,,..., _ ....._,,, _ . ..._ „...... ___ ,. \ i ' / , ,s. / 6'7/ 4C---. / : :/...;:t / \ -- \ , a, 1 2' GATE, SEE SHT C- 1 8 __ ....._ ..._ „.... __ ,....„..„ , • . , 4 / -.. - / ,,-, A..: •-/ l , , i i / _, _,.... .„ ,..- --- ---- -..... / -- '''' ---\ --' '`, / / -, / „ / l i / x- .... ..„ ,, ,,... \ . i ., / /"/6'1,,I .,,, ,,,,,,,,,, '''/ . , :/..A'i:;:\ / PAR-K.- -A-R'E-A--- -' --- - - ----- -.„ 1 , . ..„ / , I' , POINT LOCAT I ON EDGE OF PAVEMENT DATA „„ N.. / / A- ' r• • , , HALF STREET1MPROVEMENT, CEDAR SITE FENC 1 NG \ , / / 1 ' i''''' ':..,:i:l.,:'I - " --111 - -• " -SE- E'SH T- L--6-- __ ..„. - _ .., / / , /......, •:•,,1::,' . / / -- ---- -_,.-_ 11 ,, ___I....„ ___ ii STA 5+27.66 I I 8.5 I R / A 1 --4...-7,„ ct . :,::,::, : ,•,.• -- -___ ___ __. ___ .._ __. \ \ ,,,..,„•, 1 , , , . , , . . , . , , T/YP I CAL ALONG SW BULL -- --,„ / . ...._ 1.....i - ,......„_____. ...„ ...., \ ' Z\ ( ' , ,,,,-- ----N6454-7-9.Q7 ,,......Elaclal 4.94-- __ ..__. _ ..,,_ „ /1 „ MOUNTAIN NI ROAD, ROADWAY C/L '--- , ,„, /STAT 1 ON NC 2+20 TO 6+40, SEE „ ,. , - -- ---• ___ ..„ -"- --- ---- __ .„,_ ___ _ ...,. , , 7- i• /, / - , ___ __„ ,- .„ _ , E7608727.28 , , I ./ .*, / -,P.- 1 ..../.:2,, / \- ' „„ / /s„ ...„„ A, i ,,..s.:,.i, ,, , ,-;•;-- N. IP- o -- -, , / ----- -- _ , __•-c.,1 , ... ... _ ..„, , , , / .. .. „ \ NEL6=455443I ?659, ,,, c.i ,.., , . / / SH TS C/L- 1 5 & C- I 6 _._ ,,,,,‘, / l7 /1///// 1(Y / ...:.:)17,:t. mi,, ,, , / rz. r, , _ ,,,,..... -1---- ----... ___ . 1,1,1.0_,,CN a LN 000 .. . . ./ „,. _________________ „, . / a i , / ,--3,- ' ,.. • , „ , . \ EPLC==5N4614.50439.58, E7608727.28 ,- • tA.1 I , / ...„. , .. , ,/ „" CO \ \ „-,' A PT=N6454 1 6.25, E760870 1 .49 / / / ! 7/ / ,., ,..., - ...„, __ / / -.:..„. .,--/ --- ----- ct- ..,, , „- _ .... , ,,- -- , : :,,• -,,,0 ,,, , , / „, ,..., , , --TAX LOT 2500 „ I , / l / . i V--• „ :j::./.7 . ,, , ,., „ ...,-.0. . N. \ , ■ , EL=542.61 R=25.00 , . . _ , _ „.. .. „, / / /// •41 6,- -- : i ••A,,4111, + STA 5+51 .82 60.46 R . .. ,, \ , - --- „ „„ , , „,,, , -, . , , , , , I (1:2T,' '\ / . :,.(.. ,- I ' Lc; , ' / 07 .-._ %Si „,, _ ,,,, N ,,..„ , \, . , /\ '' ___. ____ -, / / /1\2Y ''''' ':: •//*: / n ."1111.° '''' -. 9 -5' \A/ LED, ,E,,,,, 6-0NC -PATH ,...._ „-- \ A N645416.81 , E7608684.55 / / - 111 • -11111.,._ ' \ 1 a__________ \ / --./ :,.:::' ,, ....-----.---- . 6,,,-- -',.,, Q.,) ---- - 1Q EL=543.5 , , G..> ---- - ::,,.:• • •• --- I ----, CEDAR S 1 TE FENC I NG , _ - , ____ ____ , ,_ _ , // ,--- . / / _ STA 5+63.82 60.46 R .„.._ _ „. „.... _ ' J / / 4f// , 1 i • , . . . // .„, ,../ , , . :. ....-- , , , / i I , 1 ...., r ,I i . .• / / 1.1%11.111k I 1 / ./Y.-- --- --0)--- --- ---, . / ..._ .__ _. ...... \ , .,-- , , , , A ENL6,45544034.5.82, E7608684. I 5 ..._ .... , . 1PP 114.414_,.. -S-0-i- 5-3-42 V--,----------,--• , .:. STA 5+63.82 18.50 R , ,/ _._. ... , \ ...... -- - , / : ..• : • „,„ .,,,_ , \ L\ N645403.43, E7608726.08 c.:. G.,- ,,-- „ . / ......, _... ...._ ___ \ ,--- 1 I 3.0 MG R. SERVO 1 R , , . , -_, , , , 6' W 1 DE S 1 DEWACK/P A TH '-' I / / //// ___ ___ /...___ ;_,S___ --:::).1zi: „ „ 1, \\ I \ i ,,,,- r- --. . / \ \\ : #14%"/// / c; : • . / ‘1114/4 11111114: I r , '„ I \ STA 5+96.82 18.50 R , , 1 --,, 1 ‘,, \ A\ ' / ,::::L4,/ ,„ - , 1 . , i , . ,„, , „„ ,.„. .„ .,...._ ,......_ ...,.._ _, \ ENL6.45534740.0.45, E7608724.99 •,„ \ , • \ .. _. .._... _... / ,,,?:.):::h - -- ---- ... ,_,.. _.,_ ._ . .--- --- ---- --- ------- - • _. ...,._ _______ ko ... I NS I DE D I A' ETER= 160 e-r- ---- „„ __._.... ____..„,--- __ i / , / ‘, STA 5+83.06 18.5C L _ , „s, .. , „, / „,„ - ) i / -..„. .„- /„- -''N)cc•i * ii ,./ .1 , '--- \ A , . „,, ..„-- , . s , 4, ..._. .,.a.., ___ _/- \ CEN TE 1 ,-.- .:...,,N1..K,_ _ 2:1 ... .. ___, ._1\--:N, „ s._._ __ ...._ -_ ‘....._._ .._... , __.---.,. ,„, \ PROPERTY LINE,NE, TYP -„„ / // / ,-- •::::- - , 7- ... . u), :;::<..,0, . _ i EX I STING;R/W LINE .....- I NEL64=:5534842.0.98' i / /6,- 0,4,3,---___-,- ct. : :_,:•• , ..,30-___ E7,608;6-33..7_8___, ___ _ ,,,, „,„ „. , ----• -„,. .___ ___ ____... __ „..- --- ,.., --- ...- , i -- „„ .,„ , / i ,r / / / - -/ •••,•,-f : , ...,... „, , „„ „„ ,,, -„. ,___ - 1 /1 • , / ct://,, ....// i 5 z ,„.:'H .„, .,„ ..„„ „„„ NS T6A4544+768.40.97,3 E766.008076L5.5 1 , / / --„, „., -„, / „, / , / „ .-../ f . // DE / /• ' h :::.:.::--- /4- DE., ''' / .„, 1 --, .,,, ,.....„ ii:„., ,,. ---- ...,. .,_ ..,, , . ..._ __, - ---- .„„ .-- . . _ - .._„. \,,,, EL=538.5 - , ---...1- ---:iN009001-00--"E- _ ....._ .) , PROPOSD RW L 1 NE,I ( fi/ .: ::i- ... „ , „ ,:,:::., / iz ,/, /. LANTE1, -/ , ! , :%;4":1(';',' / ... ,,,_,. ...... ...,••• .-^`-`.. •••..,s, -.•,..•.- ••••••• •...... . •.. ., ,,,1 4' 11.: ',(' //4 '.°Stfrr15./' ---------,,,,,, , - ,/, / / .:-,. ---'' 4' --- ..... --- . , .„ .„„. '- ‘7 4 ,,_ .--- ;00...."..11°' ...,,, z . / I -, ,4 --,. / 7 I 21---AQ-T, ACCESS-. R.„9AD EX I ST GRAVE12 CONSTRUCT I ON AC CESS / /i /, // •::';./...7:7` -* * ... - ...... ..... _o4 Hi ..AH)1 NG Hi... il3NLKA CFKE NPoVEC C 0 A T E D ----14 FURN I SR /& I NSTALL GATE, , I ak. lilil•a4'..4'i A:::dIP'; .1-'6'''P:.:41 1:---- 7-- 47 •:;':(Y:. ,' 4411 --:.3•33. ._ ,_,,E,,,T17, ---...--- • I , / 2 / • .‘ ; , .::/•,;J• , ..... ___ I\ . '• - ----- „. HATCH -0.---4. ..._ , , , , , / , .„„ ----, , SEE SHT C 1 8 PAVE 1 6 WIDTH , , 1 , / . „ , I ...... m ' • - ...._ ___ .... .._ „„„ „.„ ,„.. '-•-•,„„, 7' / ::,;;'../. . ON CONSTRUCT I ON ACCESS ROAD ; . , .. , . I /_,--- - -- .„., - 1 , „.„ ... ...... / , .••,:. , * i _ „ ,- - / ,I // / /, .:.i:i.- , /7/ 4,P FUTURE. • - --- - ...... „. _ ,... ,•„, ______________________._.__„„ „„ 1 --- A _,,,. --„,„_,. ...N. I „,`.---) \,!\' .,, , , N.. --' --- -- \ ),*(:4,. : - ._.:_. DR-A-1-N,AGE / / /6,/ , ct. I .::':/:' ,,/, , ,... , , - s.- / 7 I I ,i;/4,,,/- ---.., -...., • ; .i / 17// 1 __'-.)/.., .._,( : .... ......... ‘,,, .......:::....„.......:.....„,,,:. ,.::::, ,c:,,,,,c;,,,,.z._ T_oLo.sQEiFi.:iF:I:I--•t,_t ',i,,,'',,,:,,,/,',„,',//,,':,,.,;,:;_,,•,/,,.:j„,:,.,/,,S,.f.,,,i,,,,,,,Hr.::,,,,/2i,,:,'i,,'C.„,,,,/,,:-/'i',-',,,-,,,y,,',,,1A'.''9,i,'/,,/-,,,:;;,,-,--„:,:,:,;DF:,,:;A/E‘,y;Ec,T:E,:,iI_:sN,L,._,i.,,_HT,j.:_T_r.,.I._,-O,,,,y,,:GN, :.,„,.:.,,,i\i,.,11,1..sil:---z,--- ....... ........ ......,_. ,.._, 2 _ s„, ..,r 11,, .i ,,,,1,,r 1,,,„ 4IIIIIIINNM11111 I i ...,:•t. i / , ‘ litAll'il')'. ...........:E•RS),:i I.--,,,1 .,‘, •/ i 441 '44***4.4.4.044,. I / , immi - -- ---- ---- -._ _ ■ I '''' - ;?/Z,.., 'I li/i lltiit;,t81,7,., •I/1/,//7111,.//,, „..1( --- "/ft--,/, ' it,I/-7."' , ' ',Ili il I//I'h„ iii W VA II __ _.__ ...-... "*".. _ __.- _...- .- --_ __.. - ..- -..- -- - I "I* A , . . , / ,./7 , \ 'it * ;ii c.t ::,::./: , / • ma miumwm Aigky,, Ao._.,„ ....... ..._ _ __ _ _L._ ._._ _.... .. ,,, ,•,,,„„ . I „ i- ,,, „,, ,..„7,„ ,„,„11, / 7-`:./::::/4--1.4 ....--4, ..,1: ir , - _.. ...,•_•• --",,,,. ,,,, i , ,,„,„, ,,,,., 1„„ „,,,,, . .4,, 07P lilt fig //./.4, t ,,. I :,4 I ,,,,„i ..10..-... ..iiiilai -- • ,„) ' , -- -._ .._ _ 1 ' 1 -;-?,-• ,2---,„,\-- , 0 \ • ' '' Hjiii/// /11 /P-1.-I 1.,1/ii p . -., CURVE PC LOCATION S I DEWAPTLLKo/cAPTAI ON H Q. DATA• RAD 1 US LENGTH DELTA (* / - -- -- '-.1-117:&#/ i, ' - -- II __c ---- _ , _ ........_. ---, - - - , - 1 1 t::.. r.,--.) / / , „ . „., .„ ,4:::,- am o - i 11 ,.,--- . ..„, , - ..y E.1 ••••:/ 4.' ''' ''- 'N -- "I -0 i---• ' I -----4: --"' , ,... i , / / / fi „ii ., icci),! ,f1:k 16' '`. '. ''' s '; .-..; 7 1 23.00' 1 7.75' . .„,.... c-N \ ,..... - , . : . ,I 2 IL) ii \Al i. ' .: ' . : (-\' 7 '.... , ,. ---.., ENL6.4554683940 E7608460.23 ENL6.4554682668: E7608477.35 ____,----- / ; /' 1 1 ,,,,_ CID 1 tl 1::. a / ,--,-. 1.-- ,,,ii / . .7:- ,,.::: atfr::::::_: ■A1 _ i.: 1.1 ":1(41)ii, (7., -') ---- --- --- -- _ , \_,\E; ,::., ._, _......a.....__.. ..7 . :-...:1....2-..........................mommili,.--"-------"S- - , ...iiiiip_.....1.4r4.00060 _ - _. a:..,:. Ammo . ' N645486.82 E7608477.35 1 • • 1----- (' , , . ,/ / , Lc) : , EL=562.0+/- , , , / I I ,f ; 4,,fik. ........ „._ , iil\I 66.44 41-460 840..F3 EE 77 66 00 88 55 21 68..67 68 ,-- N645464.20 E76085 1 6.68 33.00' 50.02 8464: 0 1 . ,Il 1---- / .,, i i . ; 1 I, ,... - •--, --• __ ____ ... , MWIIIIIMj'" ilk _ , - .,. „„,_ _, 3 27.00' 20.09' EL=560.0+/- EL=558.0+/- , _ , 1 .... „ N-) , 1 Is I I I.4 ! ' C51:5',:‘ti\--::\:-::::::----* '1,.--------PARK ING AREA (....., , ..„. ,-- _ A • .. _. ,, 417 r ,.„ s , : _ ,,,,,, i fa , , 4 , A --. ,..,,, , \ IlL6..._=.4.553551 86 16 E760868 1 .35 NE11.6_455351223.53 E7608798.09 oo I/ 0 fsp „„,ie \ \ \ \ ; i ,.. ______ _ 7- , , '0 ' . . -- - „,..... _. .._ ......_..... _. _. .._ ...._ . ..._ -........ ........._. _ I ‘ 1 4, \ ,., I i , ___ '- BLOCK RETA lN'INCNIWAL,17,,,, ,..n --,.. SE SHT c7iI.8 ________ „-- / , , 1 , C-9 co . .. .. ,,,. . 'i-41 fir\ \ \ \ \ , \ \ \ . , , I 1 I cai, - , , , -- -., ' „ ---- .. 5 386.00' 12590 4182°4351 82111II04-11 :451i11t1 - _ _ / 1 i -b ; , ___, .... __,---,-2.a*____. ........ - --,---, ,_,., ---. _„.„ _...,, ___ ',, l• • N6453 I 0.92 E7608805.68 ENL6.455350290.0.) E7608832.25 _ _ (...) \ 0 i i ill-- ' --, 7--- .-.! _ ' . __ _____ :__' -2. , //7--: -11---- ,:,..:------•••••-•-__ ,:„.-. ..„-__L__- _----_.:..,,_______ , ..'. „s„. _ . ------,:‘,2 . - . \ \ H...._„.....i -- - ., I i n rvil ILIIIII 7 11 , / EL=552.3+/- 97.00', 26.73' I 5°47' 14" / , _ --- --- 445. I 9 1 .. „.... .... ,---..._ 6 \ 1 i 10/011141 1 I ''' , , , , , \ ,, ,,,,. ..„..„ x ._, ..„.„ „ ... ..„ - ,, / P / , , .--- ..., „,... --7.„. ENL6=45535029.69/1 E7608832.25 ENL6.45535028.0.3717 E7608852.36 -•_. -„, , , , , ii /- I NO I °5314811E ,, __ _ _ ..„.. ....., .... ....... „.„ ._. N --. / i 4 1 I ii, I 1. If „i. I , , , ,,- I _ ._.__ ___ ....„. .. ,...„ „ I ', ( ,„„„,, N645446.62 E7608532.3 I N645489.97 E7608528. 1 0 , , ,, \ , _ .„_. ....... ....... 7 1 0277000, 2500..61 75,1 I 01 71 ° °3 1 157" .) . , „„ „- 1 I I I i , . I >5 , , , , ; / 1 EL=558.0i/- EL=557.0+/- 1 212511 ....., „" / I „_ ...._ ....... ,.... * - --- 41-}-1 HIGH BLACK PVO--COAT„E_D CHAIN LI-N.It FENCE -. ; I I I /g 1 r, q , ! EXTEND S I DWAL.A' TO '. \ / ,', N645486.01 E7608495.58 N645493.95 E7608533.30 1 ....... ._. _ _ - ,. , 1, . , , CONNEdT TOI EX I T I NG' \ \ / „.. 8 38.00' 40.43 600571 I 411 ,/ , , I I I l i 1 f 1 ' , ‘, ‘,. EL=560.5+/- EL=557.0+/- , I i ,„ 8 , , ).< , i I l SA DEW,Ai LK, $EE SHT C-t- I 5 ii ) ,,-- - -- -- --- _ _,, __ ..... , ,„ N645493.95 E7608533.30 N6455 I I .54 E7608539. 1 7 1 I • -...„ i ,, WOQDFORD ESTATES „.._ __... .._.. ...._,. ... -, .,. , i t( 1 6 i Lic. HI , , , ,, 1 1 I ...„. 9 EL=557.0+/- EL=557.0+/- / ' , , i N , / , I , i , , , / _ .._ ., . 7 , (NI ' ..„ , , , . , N6455 1 154 E7608539. I 7 , , II I # , , , --3...... .....-....... ......_ ..._ ___ ,_ . \ , \ , PLAN _. ____, .. ., - „„ ,. , \ \ ,.. , / . , ' / \ 1 0, ,i. 1/I I ill I : ; , : \ \ r I \ EL=557.0+/- , , i. i I SCALE I =30 I\Eli6_455559680. 13/44- E7608570.78 ,, , I I ;, , 1 i ; . . . , \ , 1 ___... ........„._._. X I 1909..0000 11 9169.7396,1 6581 :32037'0163'' 1 7.00' 1 6.22 54°4 -.... I3 1 ___ ____ _., ____ I / ' I i i 1 , , , . , . . „,,, --.. l I I - ( , .: N , 11 i ii 1 N \ +1/...4 E7608570.78 ENL6.455655I 2.5.46 E7608577.02 /I , 1 i 1 i i . I- /' N, \ 0 \ ' I 1 I . 0. 1 1 ; 1 1 ,I , / ' ,, . , NE L6=4 55 55 96!30. , , „,-- \ / , • 1 , , ' . SHEET CI:r < Po ROI' o NOTICE M CS 41/4%.- ,t4.0iN.4.4, 4/10,_ / - 1-• DESIGNED 41 4 19195 4 T. .-77---- -- -- 4 Murray,Sinith&Assodates,Inc. • CITY OF TIGARD 0 0 1h 1 1111 SITE LAYOUT PLAN C- I CN I DAK oc 10-* -= _. =____ _. ___± 1111111 1 - $ . 3 0 MG 550-FOOT DRAWN mobt.efit , ___:___,:. ____ ______... L.__ = ______ ____ _ _ _ ____ , _-_-__ Engineers/Planners . . , . OREGON = = ____ c.CD IF THIS BAR DOES -\ 4, RESERVOIR NO. 2 - 121 S.W. Salmon, Suite 900 PHONE 503-225-9010 TIGARD 0 NOT MEASURE 1 ff MLH S vort, sto (‹, -9>. , 1 5, ' A. = ______= ___ _ / THEN DRAWING IS CHECKED l'ile W L. \''‘\ ' _ , r-,-) - - - Portland, Oregon 97204 FAX 503-225-9022 5 of 54 o NOT TO SCALE o PROJECT NO.: 03-0619.204 SCALE: AS SHOWN DATE: AUGUST 2007 ..-'- NO. DATE BY REVISION EXPIRES 6-30-09 • • - - ---- --- .- ..-- -- - ..- ..-- -- - - .---- ---- -- :-...',-.*- \11.. --iii'l'' ,.....„.,.. - - „. .. 6, /' . Y. / ----- ,...,,, ..„„. .._.._ . .. _ . i : SAN 1 TARY SEWER P I P I NG SCHEDULE _ WATER P I P 1 NG SCHEDULE, STORM P 1 P I NG NOTES: // t--- ,,, / -',/c)A1,„ . ::/..,::•„. ,,,,, / , / ,• •. • . .1•:,. 1 II 24" WATER P I P I NG ASR FLUSHING LINE. SCHEDULE I .ALL 12" HIGH PRESSURE PIPING I S 4 4,0 2. 'i''''''' ---''4/r-''' '''' / ...... _...._ - „ 7 / / ., / ' --, ,t- . .„. .,. i II I N645388.98, E7608719.27 INCLUDED IN THE ON-SITE PAYMENT /%' ' / '',"/••,„ , . :: .'-'.' '. • , ------ •-•-., FURNISH & INSTALL: I 0 STA I +00W I C) STA 0+00W3 0 SDMH I ITEMS. / /*/ ilk /,, „. 7 .. . i• .s•-. .•;.. - . . „,. . • 1 -8" CAP/ PLUG, IE=538.0+/- N645455.68, E7608699.24 N645399.85, E7608723.44 STA 0+61SD , / ---- , 6-1 / N-A) . ,. i. : ././::!. • / --- --- '.-- ---- ---- - --- -- - ---.,,,. .., 1 MARK W/GREEN, PT 2x4 FURN I SH & INSTALL: FURNISH & INSTALL: N645367.95, E7608728.51 2. ALL ONS I TE WATER P I P I NG SHALL / '--- : • • Ii'••:'• '‘‘‘ /, ' , / IS .1". , '-- : •/, ://: :,' / ,., "/* - - - - - - -- ---- --- -- ,,,- 7-- - 1 ).; x-x- 1 -24" VALVE ACCESS MH, 1 - 121' CAP/ PLUG, MJ FURNISH & I NSTALL: BE RESTRAINED. / -(7-N,„ // ...) -.,. / . :.:,:•, ,/ . / ' ---- -- -- ---- •.._ ...„.... _ _...... J-7 ------- -L__-td 2 N645387.34, E7608768.97 1 -24" GV, MJ 1 -48" SD MH / , -- ---- <. - -- ,•. ,/. ----1 . •. . ./. „--,,,_. _.... ____ ...._ . ... _...... ....._ ___. ____ ......„ , --- --- ....,„ _.. ___ i . . .! 111 FURN I SH & INSTALL: SEE DET_, SHT_ C) STA 0+39W3 / // /'• /-- C -..-- / , ----- '---• •• .I':/ ' PARK 'AREA--- __ „._.. ,.. . ____ ._, . 3. TUNNEL OR HAND D I G FOR 18" SD „ / - • :',/: .•;: * , „ - 7 , „ 1 . 1 -48" SS MH, N645398.57, E7608762.08 0 SDMH 2 INSTALLATION TO PROTECT TREES. f/ // -7- -/ : •(/• /: ,--_ _ __ _ _ ._ -- I , .•._ R I M=54 1 .0+/- 1 0 STA I +09W1 FURNISH & INSTALL N645427.69, E7608715.62 ,--• •,0--/.. ./.. ./ ./. . ,:,:/:2. / .,z,. ,-/ -- .„„ ••_ ..,,,._, • . • -x--x_ I E IN (W)=537.8 N645447.89, E7608706.5 I 1 - 12" 90° BEND, MJ, FURNISH & INSTALL: 4. FURN I SH AND I NTSALL 21 FLEXTEND / - ---- // - ,,,, ----- ,,,,,, , / ''' " .„... .• . v. ., ,/ '''' .-'-:; /:' ' , „- „, / -- ---- ---- ---- --- ---- __ --- ,,,,. •- I OUT (N)=537.7 FURN I SH & I NSTALL: ROLLED UP 1 -48'' MONITORING MH ON THE 2" WASHDOWN P I P 1 NG BETWEEN / - , / /// / %■,., ' -„. / . • ./ ./. -\ • . . ./. ./• . „ ,- .,, / ,--/' , _.„ .. • - 11 1 -24" FLEX TEND ASSY, MJ SEE DET 4, SHT C- 10 / ,g,'' / . • -/: •/: . ,-- . ., „ „„..„„..,/- -•••, _ __ I i . .„„ „,„ „,.. ,2)6,---) 1 1 3 N645640.30, E7608777.34 1 C) STA 1 +40WI C) STA 2+05W3 ,--' RESERVOIR MANHOLE AND A 211 ..'7. 7 . : , :„•!:/- ‘.„- -'''' - ---- ----• , „. ...... i .r, N645564.78, E7608767.58 a SDMH 3 . /// / 1ST" o c•,,- ''' '.\-- .•/ :/.1. : N/ GATE VALVE 1 N THE ACCESS MANHOLE. _.„ -------/ -A„1 /.„ ,.,,,,y:,,,Q, .,,.:... ./ ,,,,52 / -/,t,.„, . • . :.,:/::: v:• I '')662 /■----- /40 ,,, 7 , 7 7 -..„,. ,__ ' ''''' --'"-- „,,,, , FURNISH & INSTALL: I -48" SS MH, I N645426.42, E7608726.52 FURNISH & INSTALL FURNISH & INSTALL: STA 2+63SD ,, '';?/ . . .. .f'/• ,....„,, ,..„-- , •/-DRINK-I-14G * ----- -,_ ,_.„. __ '''' 1 , MJ BEND, MJ, N645564.52, E7608770.74 / / / / ' 0 ' '' • FO,UNtA I N --' 6" FDN DR-A-1N- --H-1-qH PT, 1'"'--„ ,,„ 1 ,\...___ ....._., ,.... I, E__ 4.,.1* 1 I N (S)=536.8 I - 12" BFV, MJ ROLLED UP FURNISH & INSTALL / .e7 / • •,.:. N .„„. .,,: •/". : --,, ,„.,. ,,,' '- .„, -7 , ,,..,. - ,„. ,_, _, i-Et--534.2, SLP @ 025%, ,i i 11 I E 8" I N (N)=536.8 1 -48" SDMH „ /7 / / . • ;•/: • - ..„. „ - , W ,, 7 _ .,..„ ,_, ,,, .., _..._ , i I ( ) STA 1 +53W1 ( ) STA 3+02W3 - --- „. 6" RING DRA IN,.1-,-) IGH ,PT, ..i-., 11 I E 4" IN (W)=536.0+/- ___. _ , . //,/,,,,/ //,,amik7., / /7 ---.' ., 4%. • :/* : /;, /- •-- -„ (1) ,,,, 1 „ I 1 N645416.24, E7608736.01 N645653.76, E7608732.59 -- -„... c) -- [-E,----,536.0, SLP @ '0:57? I E 4"OUT (E)=535.9-V- (4-1-) SDMH 4 4-' ..$111° / „„. „- „.„ // ' • . . - -, „, ...., . . . FURNISH & I NSTALL: FURNISH & I N STALL: ' i• / / : \ \ ---- -- IRR„.1-G-■ ' I OV-' „ ., ' ''' -, 1 ' 1 II 1 -24" 45° BEND, BEND, MJ, STA 3+53SD -/ e/ / .... ..„, : - -- -. ,..„ . 1 4 N645732.41 , E7608783.01 6.5 SF THRUST BLOCK VERT N645649.47, E7608740. I0 / A./ / ...., , FURNISH & I NSTALL: - „. / / / / . : : :: : :• , --.00.0.... FURN I SH & I NSTALL: ' --- -- . .t., / • :/* : :* i •• / . - ----- -., „NAT- 49 7SER-V I CE .....,10671-- lia.,.„ _ -" .,.,.‘ , 1 I -ASR I NLET MH, 1 -481' ASR OUTLET MH, 9 7/-7- -- 7/ ff • • • • : • :/: : : / ,, L lE •-- um . -- --- -- -- ---- ,,,, : I E=536.37 1 0 STA I +65W I SEE DET 2, SHT C- I I 1 N645406.89, E7608735.70 ■,,,... --- ---- ----- - -- ----::'• :"..-T. ;*---* '-- -- ---• - - ---- --- --•.: _ // / ,. 1 -8" CAP/PLUG, I E=536.47 FURN I SH & I NSTALL: / / ' - ---- -- :: : :. :.: i • ---" - „ I -2411x12" TEE, MJ 0 N645732.65, E7608775.96 / 7, - • - „„, FURN I SH & I NSTALL: //// Q7/ / . . . . . „..„ -- -- - ___ ■ \ \ \ ...... I - 1 2" BFV, MJ ASR STORAGE FAC I L I TY I -48" SD MH / / / ,,, :(0.::._: • •. • : : • / . . . .•. ' .. . , F..._cl->- .--- „, .,,, , „ ,,, „, .„ .„„ ---, „ -,...„., ,. , -••._ , aim, ' .„, - ---- --- --- _6.0_6_ ___,,,735.5. __ , 1 i■ \\.\\_ .___ ___ _ s_.\,_ ___. .,,..:_ ___ , _.. i ROOF DR'AIN- H,I GH P T, I E=-' 562+/- . . . _...,. ..._ _..„ Vps STA 2+23W I C) NE CORNER R I M=542.07- 1'),,0 . ---SLP @ 1 %, SEE OET,„ I , SHT C-.1-0„ N645348.79, E7608733.78 N7608760.75 / / ., . -„ \ 1 - 18" HDPE SPOOL / A .....„*" ...._./___ _- -4-- -- ---. i: :: : - // /_ _ . 7,- . : / 611 -RESER-V-01-R__ ..._._. .7-0,1.. \ \ --- •-- -- ---\\- -- -- ___\ , „.„ , .,,,, „„ ,..,, --„, ...„ ,, ---„, „,, „_, FURN I SH & INSTALL E645714. 13 , WITH 18" CAP/PLUG / -4w •,;-„ii / C9/ . . . . . • „ UNDERDRA I N r, IF, BEGIN 36" STEEL CASING 1E IN 18"(N)=537.6 .,- / / • • . . ./ _ __. ....._ -,.., •„, --- --- ---- ---- - v \ , lE=534.2 NW CORNER - -N . , e ,./ . :.,./: / 3.0 MG RESERVOIR - '4- - ,..„ ,•01. \\ _.., .„. '''. . II , 1E OUT 18'1=537.5 ,-` /4,c• / As,t / -/ /// t,' /7 / „, • : •/:;<• / : •,•.--• : • i „„, __ _ „, __ •. __ - --- --.. .._ ____. _ . __ _„„ ,„,;:•?oe.„," \ \ \ I \ \ 1 ., .,'.s.'... „, ',.'''...‘,.,',','.' ' ' ,, „, ..,N .. , ..,,.. „„ ,, .. ..,. \ ‘, 0 STA 2+48W1 N7608728.27 E645727. 18 , 7 // / .:7: : : :/ ./ „ \:_\.n. ..._ ,, ,,, „,, , , N645323.81 , E7608732.95 /.-z , / --- ___ ____ _ ...„. _ ... -- ; 0 N645563.04, E7608812.20 // • „, ,/„:" --- --•-:4: ,- - `601------- ---- ___ \ . „.„, .„ „, ,. FURNISH & I NSTALL: SW CORNER „_. REMOVE EXIST CB /el ' . . . ,, .. _ ...,„,,, , , . ...„, „,, .,.,„, , .„, ; - END 36" STEEL CAS I NG N7608702. 18 .„,, --- .-; 7-- '''''-.- -- --. - (-80--- 1...)--..- '' - -- --- .---• _ ___ ..,_ ,....._ ____dj_:\.__., ' ..) • ,, ,,,, -,.). -„ '-,J FURNISH & INSTALL // ,,/ ,„ --- -I- - :/:• :-• ,/ . •,. .. •• - . . . . , , , ' - - '---- ', ___. „ ....„ . „•••••• _ .. ___ .......„ _ ........ ,.... . ....._ ,,. (s) . \ --- --- - ...,,.....__,I.A..._, _.... .....„\\ . „ ..„„ „ '•-• „„„ I , lE=534.0 E645662.22 / - / : :/H:: -- / , - ----• -- - - ,,,....\ 0 , ,, -„„ "-- -„„ ---- ,,,, „N SEE DET 6, SHT C- 10 . ,.., 1 -48" SDMH W/ GRATED / GAS ,-;, / •-• , r ,, ,,---' -- -- --- - -- - --- ------ .7:46- - --... . . -,.... ,...„ ,._ .,.,, COVER ,,,.._, .H:,",:// ,- „, ,•,... -, . / 9 / /./-- --- 24" I NLET/OUTLET - "--- - - ---- --- „.. INLET VALVE, TYP ___._____.-•••------ • „. \,. SE CORNER . i/..; :i'.. ;: ,z• ........,„„ : .'-c-,- -,... -,....., •,„ --- ---- C) NOT USED N7608734.65 1E IN 18'1=526.90 / / i / ■ -- •-• •-•-‘ - ---7-- -- ,-/ ROOF---D-R.A I N I E OUT 18'1=526.80 / / ,/, / / - • • - ,,- // - . . , . s.-..,.1.,. .,--r,,,,_L-0...'2.-W:,-_-__Pw--T'1,.*s--H'IE--D01-5-w---5-N-9..51c ,__O..,..,:u_Tii.,..E,,..T _ ...._ --4-_-_- ......_ ...-m - _ -- ----_1\FCra°F°°ILE --- - - - : • , ,,, .„,, ---„..„,„ ....„ „.„, .,.., .... /- , - • :/. :: :: / -7 „-- _ •\ , , „ , -,. .„,, .„, __. __ __ -II- - -C) NOT USED (1), SDMH 6 / c'/ .: it:: : • ./ ,- . , „I _ ' \ 1 ' ----- ',,.,,, , , „„. --, ,,,,,, „„„ ....„ ,..,„ _ „.., ...,,, 11 OVERFLOW PIPING / A i i..---------- ----- 41 ,,,,/ / - \I : -,.... . , . , ,.,,, ..„,.. ..„,_ STA 3+27SD / , / . • .•• : • : • 41)- , , . .. ,‘,... „ .„,.. N645623.94, E7608749.34 / * ,/,/c)' :/ :: •- ----- . / §EE S .T.-- - 15 L... ,, „„,. --- --- .._ ,,,, - -., ..„. - __ „_._ I 2" WATER PIPING - it . •: • . • : _4.4- ---- ip „ _ _ HATCH i '''-•---• -, -„ ----- „„ -•„... C) N645443.22, E76087 I 6.78 ll • :„*.'-'*/...:1-.:- • ,. -- •-----• , , --- ..„._ •-... ,,, „„ / „•------ -..• __. ,' '-------„, „ -„, -- ---. ._ __ ...„.. 0 STA 0+94W2 FURN I SH & I NSTALL: 1 E 1 N 18"(NW)=536.4 ,„.,,,, /7- , -, :/: • ,44..,, ---- ----A ..„ ----- - -- -/ , / -•-• --'• --•-• --- ---- •------ - ..-1 -•„, -------„,,, .....„ „.„ ..,... „. „,„ .„„ N645374.52, E7608738.76 I - 18" 45° BEND, MJ 1E IN 18"(NE)=536.4 7' 4•. .7.":'S';j::: ;41'44 ft-4P- --- '--tim I T FOR 0 --7-S/SITE ,... - --- - --- --- ---- --• .._ „,, ..„„„„.„.„,„.„,„.. .„, .„„ ..„ -,. 11 FURNISH & INSTALL. I E=533.40 ,,,,, - ,,, . ,. - 4 ir ...06.# , -- -„, , *- --- I. _....,_. I - 12" 90° BEND, MJ 6.0 SF THRUST BLOCK • - - 4. PAY ,.1„,TEMS- ---- -_ . •-•-• .--- --- -._ ___ _ _ ., : H-- „„ , „„ „„._ „„,„,„.„,„„,„„„,„.„.„,„„ I E OUT 18 (SE)=536.2 / /7' :::/, :,;•:`:• ' : ,7 40P .„ ._.- --- - ., , ,,,,, „, _ ,„./ :: :/:/. i r A. - - -- -... • ii :. _6.--_ -I--NG DRA I N „.- . __ ---- VA--L VES _ _.... ___ __..... .......... a .... ____ a _ „, , , „ , .1 -..y,._. --- ,._ „ -- ,,, „._ C) STA I +34W2 C) N645452.55, E7608708.06 , _ _ ,_ ,„„ c8) SDMH 5 0 '`----o, // .: :,Z:,/: • 1 47 -- --- ---- - LO ', PT, 1E-„,.-,--5-34.6 . "--• - 6" ROOF --- _______ _ „„ ____ /i r -„,.41 i■ • , ,, I '''' -„,„ „,''',„,,,,.,,.,,,,, _, 111/4f, 1/41171/4„/ 71/#171; /1417/1/1/1/11147/ .„„ '''. ,....,, ._,,,_ __.. N645406.75, E7608739.77 FURNISH 8c INSTALL. STA I +37SD + b i . .:/. :,,.:), ,/■„/ . _...Q,"_.TT-Foi,N1: b-k A I N , ____ -- ---- - - _.,.,,,,,,,_. __ ....... ___ -- SY ' 0 - --- _ 12" TANK DRAIN RING DRA I N ,„„ , 'ER-FLOW AND ASR„._,,, FURN I SH & I NSTALL: 1 - 18" FLEX TEND ASSY, MJ N645442.37, E7608739.58 Lc) Cs4 4," ,.,/:1,1,7-i: ///i,.._ -,At A\ . • ---- --- ' LoV4 "T, I E=532.38 Ami7\ \-- - ..__,. .„._ .., ,„ ..._ _ -- ---. --.•-• -_ ___ ..._ ....._ ___. HATCH - •- • • --- ---- --- - . - - •-.... ___ _.._.., __ '-- -./--1-- „ 1 , , ./ i ---, I .,' ,,,,,.. -,.. -- -- ---- FLUSHING-WATER -----• 11 ---.._ 1 - 12" 90° BEND, MJ 1 -48" SDMI- 1 / : ./. .: • i'4' , m _ ...„ •-- _ - , , ' „„,„ I - 18"x18" TEE, MJ SEE DET 6, SHT C- 10 0 44C // •:0:/i'' / (//' • - -v.-- __ . / 1-- .„.„ / . --DETEN T I ON '1"-'DIP-ES, SEE ..C- STA 0+94W2 I E=533.80 _ .-- - • _ ....-- ------ ---- -__ _ ..,_, IF .■*** ,.),‘,". _....• ___ .... VENTS .,\ - -- -- -- ----,/, 1 / .„. 11-------- 1_ I- - / . ::''',i/:.' i // a* -- ------ - • 4 ' . j - -- --- --- -- - - - - --- --- - "-- - - ----- - --- - .. „ ,i, . - .„. I - 18" 90 BEND, v1J ,...., „--- c/) f..--_,) ‘ .. _ 18" OF - -.- -__ ___ _. --.--.. __ ___ ......,_. /, .,/ i / -- , , „.„ „„, •,„ _„ liti V) ,/‘' ,/ / / ir - ......„ „ _FUTURE ASR co co . N\N`../.../..... - MAINTENANCE- -,. N645377.35, E7608745.23 --,- -- „__. ____ _______,.. ....tt.,__ ___ __ ..._ __ ___ ' -1) i -•,-.-•, A a-CESS M H --- FURN I SH & I NST ALL: I - 18"x12" REDUCR 1 G, / •: •/:/: / / ,' * h.) -• ----- -.--Ari). ii I' ' : .;: /: • ; / * r-* .• (BY OTHERS .__ ___:-. . ...... „ 400_ _.... ,._..... VALVE VAULT, I - 12" VALVE ACCESS MH, 1.1.1 I i:/:;„/: ' , / / ,4 ...,..... . --- \ • • //II i b '0'7' - ,.,... SEE DEf- 3,--„SHT 1/"' -'-' --- -- '''---.' /.//// „.„, .c„,•._1 I -11 SEE DET I , SHT C- 12 SEE DET 3, SHT C- 13 E __ _ ... ./ ; , u...i - /:•,:./: / ' / / it 1 t ,/i _E --I Allik-, ,, , ,,, ., ■ \ - # // (4), AL , . ,_ ___. ___-- -c\ le. -- •..... __ __,1110_11)._ __ ._,.. ....._." / ,„ STA 0+79W2 /:/ r 401.- -.- --'1' */...w1WiliPillit/h,...*_1•7//////// '-' '' - ° FNu6R4N531s6H2.08c8, IEN7s6T0A8L71...5. 1 .23 m grapy, / _. / , N c) l'i, / , { # iala / 11180.00 ' . ...1 r. .. * .. , . .--- ---- -- - ---/-• -- •___ _...._• _.... __... _.._. .__.... ...__ ......_ ._... ..._. ......_ __ .._.., _,.. \ _ 7- ----. --- --4 lit / „., "-- - '-.<7:" .MI 430 , .. ::_,,,.„ ... .,...,.. ..., ....,. , IRRIGATION PIPING 66 I 2" H I GH PRESSURE LINE, f.---- , / ,1 / At' , •7 __ 9 o• , 0 , ..,...„ ____ _,..._ a /t !'--,-''' imp le .", _ _ _ --.. ; _ / 18" D I OVERFLOW __._ __ _ .._ .s._.. _ \ / ,_ / I - 12"x12" TEE, MJ _ ._. .__,. _ . SEE NOTE 1 < 14010,-.0.,-00.0.40%...~.3 : , / / 7 --._ ..._... lb' -", , l' „.,, , ty rilik7■11tralltriklMai ., ii ---- .--- , 0 ,11.,,,,, -'22( 4r.:2,-- :::, -2, ',1-,„41) s, i"411, : mim-rvpiillir ...„ ,, --- - ---\A'r - ..- - __,... ' I 4,..10 /It/ i kit ifili it '^•„ , ''',. ' -... V-) /. / ''' ..41.• \ . '.-- , ..,._ Il II 1 II 22 lilt 9GOV°' MBEND, MJ /.• / I I O / f : , „-- - , c-, , , , T'----"------------------ ,,,•,'" ____ ,- „, , „ , „ , .„,.. IN' -„, C) FNU6R4N53I S6H2.98C2' , _ IEN7s6T0A8L7L2: 8.70 , co . , / ,...-____t____T„........_....._____....../ nallin11 --„, CD STA 0+26W2 1 -2" SADDLE l' t:Iffift/ /47f4yi. „„,4,0/ ---. N II 0 .„, . 9:LIF @ SLP=0.4 \ -- II N645309.25, E7608749.48 1 -2" BURIED GV, THRD /,' / , • • / /: . ; ;I I2 DI 11 W : : ' i -....,..._--- ... -- - --CO 1-) . I 1 ... j ": :: . ‹,-,1\- -s' , • - , I i I 1 i or) / .. s Am . . ..• ----- .s,.. 2,..-___ -1 , I, / / t--\--) 1 ,_„ : , , , . : . 1 . : :7 i• / i ,-:-...- 1 i , in 0 ; , .y. ? _._ -, -- -- - -- .._____ _..,.....!.....„.....;... ._.. ...._ srl.... _.. ..__ _ _,....... _ _ ____ ... _ '6---' , sys...____. 18.1„1,H:"PpEv:ss- ----2- / isi'i--- "Mk ' ' --it ill W/2" OPERATING NUT CD 7, „..___ ___ ____ _ ,„:_,., __ __ .,.._ 2.1...21t.L W_....„. _...... _ _ ...... , _, / - ' 1 .-' / • i Li-'.)) i 1 1 41) ,:1- li • n_ „.r...„._...... _ ...... TT._ 1FURNISH- 12u BFv&, mI NJSTALL: • .,,,, . i I • , 1 1 j •, .., ;11. •".„„-"1 - --- :,.-..;;..:"1.7._'....1....,.. ....... ..S?, \- o'- .Aro---'? -. ---41140 ,, i ---.v.k.x: ----- . ...„. C I TY TO INSTALL WM / / i i 1 ....."---...,.........,-,.............. N -_ ----• „. ,. / . .,,. 1 1 ---, 1 ..„ : 1 1 - •./• . •..., ! [ , _•-• --„,„,_.._ --2---'5.-3-- LF- -0S-LP----0-47------:----- 40,,, ___ ......._ __ „...... __,.. ._ _-0-----_-„7.?......_ _ : - ro .„._ ...... „N, „ .„.„, ,.. 0 STA 0+00W2 0 N645476.33, E7608527.64 ; , , ..... • - 11rrb-7L7---F:• e7:-tt:TTP.--.'L.t.47:7'•7-l'---------r--- - , 1 1 a ..,, . ". , _ ...,.... .2.-2_2._...._ ..,_ ,_ . __ _. _ _ _ ... 0 i ; i ' -- -- .__ N. til _ , , -4:ILPVC SS' ___ _.,.. , -, N., \„, N645283. 18, E7608748.62 , / --• FUR\I I SH & I NSTALL c.) / I . . ‹., , .,- „---imr- -;-- --_-_ ,---- 7,------- r 1 1 (g.' i - • • • , \ -, ,rig i , , , , , -- •....... ____ -.. _„. .-.. _ - -- _ . FURN I SH & I NSTALL: / . :• : • \ \ (,),,,,,au 1 2 i . 0 0 , __ - ..„_ _...... _ ._ ......._...... _.. _„. .._ I -DF, BACKFLOW , , / / 1 ,' 1 1/ 1 i . : : : , , 0 iig ., c, . . -7-*, . , i •,-,•,,- Lc , •,, , „.,.. .„..„. - -R. _,.. ,..„ ...,,„ 1 - 16"x12" TEE, IV J PREVENTER ASSY ,. o ' ' le '- \ \ \' • , • , ' , , , „ ,_ --- "-- o w-„. „„_ -- •-•-•- -,3 -„, s.„, ---,.......„ ,...._ . - \ I - 16" LS, MJ I b , , / • :: .(/) . . . - - i dig\ '\. \ \ \•, ' , , : - -- © • 1--- --- . „.. _ - \ '-‘, li CONNECT TO EX I ST P I P I NG SEE SHT L-2 , 1 i , 1-- tr, III ,,,c); : . : . to. \ \ \ \ ‘‘, '., ‘ , I ' . 0 : • : • I , , . f • SANITARY SEWER .... .0. - 0 - - -- ••__ ._, _ ,,, , -CON N ECT TO Ekt-S-T4_11$S 4, o i ,''' : 1 i , -- - - - - -. - ' - . -i---...,...,,z - ______. ___ .s, it ....- - CN , 1 1 :: :7 : H :(// ifikit:\ \ \ \ \\ \, 1 ' , i , , i . croR FUTURE ASR •_. - -*- „ ,,, POTHOLE & CONFIRM -E)( IST-\ s,-- ( ) N645479.00, E7608525.67 , . , ), 1 1 • ;`) • . ar . ., , , , , ; , , , , , . - -00 co cl- t.--ii --- -,.......... - 1.- is........_ --,, „. N, PIPE PE I E-"PR-1-0-R-_TO $S , , ,, , , , , • ' - --2----X-"----- -4- - -„.... C) SN 6 453-6297802 E 760' 873i .95 FURNISH & INSTALL i , I/ 1 - i .1/ 1 \ ' . \ .... --, ...- -, ., ' , . , , ,... I / . .._ s, . , FURNISH & INSTALL I -2" BUR I ED GV, THRD , , o , - _*".•,,,,,.pi -.., N. INSTALLATION • , , I ' - / k PIPING CONNECT I ON TO - _...... --- __ r.---x---.x - - - „...... ___ ---- - ----- --,- x.„... ..„.„.„...r. A___.A_____ , „..._ ii..... -- \ W/2" OPERATING re / I,/ , I - PA* i 713' ZONE PIPING ..r.i „JP," • ,„..._../...._ ___,,..... . _ _..".,_ N-------- .: ......i.,,../.// _ - ,,, . ._ ,,;, 0 SCALE: 1 '1=20 \ W 0 0 D -- 0 R D >i< __- S T A T S - -- ' - ---------. \ •----____--- - SEE TIGARD STANDARDS .----- ,J 1 I : I / : I. , • k i ' . ' C2) < SHEET 0 NOTICE 41/4iS) PROF r / M CS s s - i-. 0 I Nt4, 0.1:L_ 7- - - _ MurraySmith&Associates,Inc. CITY OF TIGARD SITE PIPING PLAN & 0 0 1h 1 DESIGNED 4$1 + 19195 4 ' ... _ . _ . _ cN RI I ■ I DAK 17:771- -77.- ---:.- '72-'7-7- ---7-4 ----------- Engineers/Planners II . 3.0 MG 550-FOOT DRAINAGE PLAN cy) 0- 3 r EN - , DRAWN lit4ft(21214, (f). IF THIS BAR DOES - (2) - MLH S voz _____, ___ NOT MEASURE 1" li, k 1 5, ‘‘c Nic.<(' IT :7-7- ------- -- 121 S.Y. Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 ,-- - - - 1,0 THEN DRAWING IS CHECKED 1ievti L. \‘ TIGARD o NOT TO SCALE - - - Portland, Oregon 97204 FAX 503-225-9022 7 of.511* DATE NO. AE (I.6 BY REVISION EXPIRES 6-30-09 PROJECT NO.: 03-0619.204 SCALE: In=201-0" DATE: AUGUST 2007 a o !i EXIST GROUND AT 12"W + F._ 0 ° � o 0• 0 PROPOSED GRADE AT Q_ SD N W .-z� `� w N W N N N N 555 <- � ON�t- w I V) ? wo m s � s o a � � �_ w 555 560 0 I N o 0 0o o a_ J N = a 560 (1) _ U) (I) 0 0) = N N 0) in - - _ O N N 0) ro in + Nc� d' ,� N + tNa 0 W � � + N + Jad- �. + .4r--: + - r.C) + J0d- o 0 0 o a cfl w m - O OWwr� - rr) - rt - WwV) CL ; 0 -� cn cn 0 cn M co r� d- Q _x J �t _ _ `� x -' 'n > °- �n a- -� �n I < O I I 0 ro in p r� _ 00 �: rn = - I� _ r t) p r I I < _ Q ° -� I I (� <C O I I `� O I I <t ° -r I F-- CI! N O = - -- d- - d' cv t f) 0 .. LU tf) N-) F- _ 0 I- N N W I- I- O O I- 0 I- F- O O w , LOU 00 I I I r\ r� (n - - - - (n N Cn 0) C� w ar t/) a_ w cn a_ w to 01 C� w U) Q_ _ - N , + - c0 + N + Nin c ) + - r� o II r� 550 u ' z .. _ "` — in - cr o0 "1 a_ '� N = w 'r' ij 550 555 - w 555 I + _ + �- � a_ � O � o- 1 = 6, _ d• .` o `er + cfl �' zz + `VIII- > N \ / o = 0 ,� `� O I '� O I I '� O I I = II in ....... ' I- z D - _ , o_ u, I--- 0 W I- w I- 0 w _ r� N r7 I--- w 'n = I I z z = O r_. ` � , <C1 - 0 < 0 II U) a_ _ U) a_ _ U) a_ _ 0 NroNIL�) (/) Cl- <t � � - `C � > I- a I- to '-� I I I --- EXIST GROUND A T SD N '� - I- a - ~ ° `' to cn w w (n o_ w r C° II _ '"� ND cn to w w w (n (n W ' -- I- .. I t.C) �W (/') 545 M I-- °- �- II `� 545 550 _ `�- N 550 f - = a z z z D II r--. II ''3.3 N E : w - -- - _ -- I- W W W W N Z Z - N d' --- _ = l l - o \ -- tN < : : - - -- - _ F-- a W W W • _..- x_ ___ ____ __ _ ___ ___ _ _ _ _ - - - -540 ` - 540 545 �1. F d- 545 �9OZ -- _ _ - \8"SD ��% \\ • �� D 5-4.O% S=4.0 ° Alt . - _0 18 S ~ -535 535 540 - 540 0 0 /2"SD S� I 11 • ----6.0z. 18 SD S=-0.5% N, 0 12 11 W 530 530 535 \MI , f 1i 1IO 535 , 0 525 - 525 530 R R 530 S 4 N N AC AC 1 N N AC & SIDEWALK AC• 520 •=0. �` • • •520 525 •----... ♦ • 525 0+OOSD 0+20SD 0+40SD 0+60SD 0+80SD I +OOSD I +20SD I +40SD I +60SD I +80SD 2+OOSD 2+20SD 2+40SD 2+60SD 2+80SD 3+OOSD 3+20SD 3+40SD 0+00W2 0+20W2 0+40W2 0+60W2 0+80W2 I +OOW2 I +20W2 PROF I LE— STORM DRA I NL I N E ( SD ) I I 2 " WATERL I NE SCALE: 111=201 HOR I Z, I "=5' VERT SCALE: I "=20' HOR I Z, I "=5' VERT z cn r° p rr) r0 rt) in 565 w - 565 555 rn cn 1 rn a_ 0 555-_ 0 �� ONE' _ + - d- + N + N N + - 4 + o {./) r7 m <c EXIST GROUND AT 24"W 00 = a_ it O a_ ►� o r`� o ram' • ,� o ,� °w oo � r� in a � ,_._ O W PROPOSED GRADE AT _ 24"W a_ to a_ Lo a. ,.,7 J _ o �, U) o > `n �� � w I`t- II F- II 11 � oO -� + � a + woo + -' '-� FINISH GRADE AT 24"W 00 a - 00 mw 00 CL CL 00 en CI_ Lo Nww N > � 560 Q < - 560 550 ,� ° J ,� o 550 I- up o I- o ii I- d' w °- - (n d- 00 rn W cn N _ _ p - W in I- LO N 555 3: W + - Ci *I- c�I s 2 I�. 555 545 545 rr) p c0 I- d- x N cV o 0000 LL) 0 cN L - + - c'i + �N ° dlj F - + - N-i + d- r< + - r, j -- - EXIST GROUND AT ASR FLUSHING L 1 NE �� - 0_ 2 — - a_ _ U) N a_ 2 a. t ) N a_ ,S► Q 0 II ::;Q =X Q O II Q o � .� O II V) a w I— d- \ to C W F- 0 W F- CL' w 0 -`' _ __ .-- 550 to N cn a_ _ (I) a_ _ ,- LO 550 540 __ _ - -.-��- r - 540 E \ / / / CNI 0 N 545 1— F-- 545 535 0 0 Q S.--=5-2-% 535 w r Ld— -- W L S=0.4 ° 0 �o r_ E W h) 540 540 530 530 E -J d- E clp U 0 0 S=-0.5% 1111•111■1111 F.. 535 -� - _. `� 535 525 525 -0 KR ) 0 - E 4 K 0 0 R-) U • 0 N N AC AC 1 N N AC AC N N 0 530 �-4 4---=+ 530 520 ~� �" �� 520 .- I +00W1 I +20W1 I +40W1 I +60W I I +80W1 2+00W1 2+20W1 2+40W1 2+60W I 0+00W3 0+20W3 0+40W3 0+60W3 0+80W3 I +OOW3 I +20W3 I +40W3 I +60W3 I +80W3 2+00W3 2+2OW3 2+40W3 2+60W3 2+80W3 3+00W3 0 N PROF I LE- 24 " WATERL I NE ( W I PROF I LE-- ASR FLUSH I NG L I NE o SCALE: I '1=20' HOR I Z, 1 '1=5' VERT SCALE: I "=20' HOR I Z, I "=5' VERT N 0 a - 0 NOTICE MCS 4"- I1iSA , , SHEET o DESIGNED � urra ss l n ,oc a es c 0 h �, crry OF TIGARD 1 HCM _ _ M _ ON-'' ITE PIPING PROFILES _G, D RAWN _ n sneers anners • ; . _F T C 4 - co o �N __ o 550 00 1F THIS BAR DOES — j NOT MEASURE 1" M LH �yTGl y ,5, 121 S. . Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 0 THEN NOT DRAWING CHECKED '�'FW L• N\C' Portland, Ore on 97204 F� 503-225-9022 I I (1 A R ��immi■s 6 NO. DATE BY REVISION EXPIRES 6-30-09 PROJECT NO.: 03-0619.204 I SCALE: AS SHOWN I DATE: AUGUST 2007 8 of 54 1 , WATER PIPING SCHEDULE - _J 1 �"Y�r ��- \ I STA 2+63W I STA 6+67W I =STA O+OOW4 "� >1 \ 1.11 I N645308.73, E7608732.45 N645287.83, E7609130.56 0..- - r \ -- I I FURNISH & I NSTALL: 4 FURNISH & INSTALL: I Li_ �N�� 1 1 -24" 45° BEND, MJ i -24"x 18" TEE, MJ 'f..�+o- I ��N� � STA 2+71W1 STA 0+29W4 ` ..... LI J I N645302.73, E7608738.07 N645258.47, E7609131 .63 4 / \ i L,i..J I CD FURNISH & I NSTALL: 5 FURNISH & I NSTALL: . i ° ( 1 -24" 222° BEND, MJ I - 18" BFV, MJ PROTECT EXISTING 4" N (..7 I 1 -24" 114° BEND, MJ SEE SHE i GASL I NE DURING o N STA 3+39W 1 `� I STA 6+67W I — N645283.63, E7608802.93 T 0-3 ARR I CASE WATERLINE INSTALLATION, — MA T(; .,. " , ,-- 3 FURNISH & I NSTALL. STA 2+50W END CONS. W , SEE NOTE 4 X 1 STA O+00W4 °� •� '" "' SW I I -24 i I BEND MJ - ....;_. . 24 W 3° HOR I Z DEFLECT � .- - rr o � . -. , ,,,. iari _ I 1 I E=534.31/ 1 * sN. '� ----._---- X. 2 GRIND & 1 N L A Y, TYP - ��t,. ,.,� o ----- ....., __,72 ',. ' ' 40'` CUP- o " Alliiiiiipi -- -77 ..=. 27-17. - ��. E X L CD - - - _...._ .._ r._r. _ Aip. 4 ,,,e41P:4PirA., .... ':. ... c.) / � _ / / X x„, 1 T,, 0 - ‘,,,..),..-5_41w#40. 40404,„....cmit4s041 . ; +44.7e--, •-,.._ ____ 0 .�� ----- = EXIST WESTB QUN D FOG L 1 N E -- ° __._ - _ �- - ` _.._ ._..._ _ ' co-- - — ---- x ,;,,x_......_.. ..1...:_x_----_. _1 ± ' fJ�` i i 8 W- — — -- 44'4%. 44., 4//ir Air ----- Are-vvarAdtretWv”,`i 7 , ' Ir///.►.a1'. '/.I�'.I. I'.�F'.ffa�.1�'.///.�/�'.� /Ai* , -„, „,-,. 7104, , , — — — — ---- — — , _ r — A 1 .._ 8+00 \ � 9'+00 `\ `,, '.9+5fi.0�; '' 1 �` , � ' '� W to\ --- - - - -16,,x/- __ __ ` 1 1 `1 i W SEE S H T C-3 - _ --- -� --- _12„W — -- -= - _ __ -__ __ —�— _ `, l ` ( cn --, - .,_ limmir -,„ - __ � BULL TN R - - - - _— `` �1 ; „ SEE SHT -8 FOR V1�4 PROFILE E jr) \', i NOTES: Q EXIST WESTBOUND LANE LINE EXIST LEFT TURN LANE LINE + -� . SEE SHEET G-4 FOR EROSION CONTROL NOTES. `- _ ------ - _ _ _ _ _ _ _ 2. MA ! NTA I N 24” WATERL 1 NE TRENCH LIMITS TO WITHIN LIMITS OF a EXIST WESTBOUND PROTECT EXISTING I6"W \ ° �, WESTBOUND LANE. 24" WATERL I Q. ROADWAY STAT I ONII NG FOR HALF STREET I MPROVI MENT oo I LANE LINES DURING WA E L NE I -- 3. GRIND EXISTING PAVEMENT TO 2" DEPTH AND INLAY WESTBOUND LANE INSTALLATION, SEE NOTE 4 I I LIMINIIINIMINIO _i 1 FOLLOWING WATERLINE INSTALLATION. PROTECT EXISTING STRIPING. 1 MATCHL I NE STA 0+60W4 ' CONTRACTOR SHALL RESTR I PE I N ACCORDANCE W I TH WASHINGTON COUNTY SEE SHEET 0-8 STANDARDS. COORDINATE WITH WASHINGTON COUNTY FOR STRIPING REPLACEMENT AS NEEDED. TYP I CAL WATERLINE STA 2+50W I TO STA 19+68W I . 4. POTHOLE EX I ST I NG GASL I NE AND WATERL I NE PR I OR TO EXCAVAT I NG FOR PLAN NEW 24" WATERLINE. REVIEW UTILITY LOCATIONS WITH ENGINEER. TYP I CAL FOR WATERLINE I N SW BULL MTN. ROAD. SCALE: 1 "=20' 555 - . i 555 AC - - - - - - - - - - - - - - - - - - - EXIST GROUND T Q_ WATERLINE z z z AC / 550 - 550 - + c + 0 cN -I- 0 - + 0 6i - CO _ (0 V) N rr) N. N � - < -x < < ct < LY_ t II — '� I- d- 1- W W F- W W F- W W -� 545 - - - -- _ _ V) N > _V) V) > _ (f) > _ 545 E ......_ - _ 7--- ...._ o 0 ~' -- _ 0 o 1.0 - N lc 540 -}° �- N + 540 Co co o I I 0 < -,- < 0 ' H- I 24" D I W __ I-- k-- 00 535 w a, _ S=-0.5% — w 535\ ru w ` W z ' ~ � w -0 cd 530 T - -_ __6 0� 530 I 0 0 0 < < c..) T 525 - — - - - 525 0 1 1K< R > < R > <SP> KSP) �, ► .-. .---► 44 t 520 520 2+60W1 2+80W1 3+00W1 3+20W I 3+40W I 3+60W I 3+80W1 4+00W1 4+20W I 4+4OW I 4+60W I 4+80W I 5+OOW I 5+20W I 5+40W I 5+60W I 5+80W I 6+00W1 6+20W I 6+40W I 6+60W I 6+80W1 7+OOW I 7+20W I 7+40W 1 7+60W I 7+80W I 8+OOW I (0 PROF I LE- 24 " WATERL I NE ( WI T SCALE: I "=20' HO'R I Z, I "= 5' VERT o SHEET o ` NOTICE MCS t�� KOFFfJ' _ i o - DESIGNED �-. INty►►�, . _ 4fI I FF- '►ITE WATERLI N E 0 �' �P . =- � - _ _ _ _ �, CITY OJT TIGARD I H CM ,� _ _ _ _ _ PLAN & PROFILE_ _ Ellgilleers/P!anners , . 3.0 C- 5 DRAWN 0 . .4. .r._ �' IF THIS BAR DOES v ' ' �'' <, - — — j NOT MEASURE 1" BMG 4 �yUgRY A‘, <(4%4% -jYALLJ:L-1_ T 121 S. . Salmon, Suite 90 503-225-9010 - RESERVOIR NO. 2 STA 2+50 TO STA 8+20 NC) THEN DRAWING IS CHECKED i'/q �y�� Ul e o PHONE G R - NOT TO SCALE N M. �! Portland, Oregon 97204 FAX 503-225-9022 9 of 54 NO. DATE BY REVISION EXPIRES 6-30-09 PROJECT NO.: 03-0619.204 I SCALE: AS SHOWN I DATE: AUGUST 2007 I NOTES: I I I . SEE SHEET G-4 FOR EROS I ON CONTROL NOTES. 1 LU I I >I fl I 2. 24 WATERLINE TRENCH LIMITS TO BE W 1 TH I N LIMITS OF WESTBOUND LANE. 3. GRIND EXISTING PAVEMENT TO 2" DEPTH AND INLAY WESTBOUND LANE EXIST WESTBOUND FOG LINE FOLLOWING WATERLINE INSTALLATION. PROTECT EXISTING STRIPING. J I CONTRACTOR SHALL RESTR 1 PE I N ACCORDANCE W I TH WASHINGTON COUNTY I I--- I STANDARDS. COORDINATE WITH WASHINGTON COUNTY FOR STRIPING I (Q REPLACEMENT AS NEEDED. TYP I CAL WATERL I NE STA 2+50W I TO STA 19+68W 1 . x N „__ 2 GRIND & INLAY, TYP x / --... 3: _ _ ______� - - - - SEE NOTE 3 - - - - - _ - - - 4. POTHOLE EXISTING GASL I NE AND WATERLINE PRIOR TO EXCAVATING FOR NEW 0 24 WATERLINE. REVIEW UTILITY LOCATIONS WITH ENGINEER. TYP I CAL FOR x _ _ /- 0 _. _.. --_ __.. ._..__ -.-- _.._ _._. ..- EXIST WESTBOUND FOG L I NE + � �.~- -..X... � X X_ - � :�j� x' �� WATERL I N I N SW BULL MTN. ROAD. x _ + � x,�' � � X X X X .CO(,� tj _..if ,rat �� + 1. \ / `. - - - _ .. • __ __ 41\:4\..,. ..;,: ``'..� :) -__ --- 1._ --- . �. \ �. ,c:-----4 I t 1 i c z ! 1 ! r 1 ,• ��I AI A AI�A� i �.�A i Wr dihr:WIriel , i ��ti ��/ r• r �"�E�•~ E'�EEEE��EE�'����A'�E'�A w � '. , �����������'�r1'WA �.��������������i� � ���//�.�.�./�//.1/./�./�..�i�'.11►.r.///���//il��ili��i�1�.IE/.,E�I� i��iEi�� �' W i w .ii..r!idreA EP.r.E.i�, . OPIO®.,rAlrar®rrdFA ,�A./ r 4IPrAP'eAr/. ®..�./. /' FA.� E W E t; i ® i i I j � I , f I Z w ,4 i �w1 I I SW B ULL Iss,.1 TN ' RD �. ;,- -- �,, , , , �_ { ! -.-- _i- ( .i { i .f- _+'_ .i `! 1 ' I G 3 W 1 i I i ! J/I l I -� __ _ _ _ i! — _ —'— —ti t` — ___ - — 1 _ _ __ -- __ — — ? ___ __ -- - ;-- .-__ — - \ - - T I211W— '-- -- - -1i - - --t i L__ ;f ? I - - I _ — — _ -- -84-- - --- -� – i 1 ; i f i ? i t I I { , , 1 , ` E 1 t / f 1 ! !1! E / 0 1 I POCK ' NED D I TCr- — 1 \ ;/ CD E , < EXIST WESTBOUND LANE LINE ,' ,i ` E f- - - - - - - -- - - - - _ _ - - - _ - - W ND CURB END CURB \ I I ti So > I I I I I \ \\ < I I I \ Cr I \ I EXIST WESTBOUND LANE LINE \ W \\ #--- I I I I \ I I I I P LAN I 1 I E� I I I I I SCALE: I "=20' i I V) 540 a is, - AC w --- U _ 530 - _ _ f--- 530 515 51 5 -_ IL ,t w W 0 }- CD O N S= Et-± D tl) — p If) > _ LL — W 525 - - `�` - �' —x Q EL s: Lo n 525 510 - ° 510 4---._ , _S Q X4 '1 + } o AC w w �.� x :- z Go 520 •• w - ; - ; - - - `� 505 7 W - w I- w o ,_,_, ( ) m 0 _ LLI Z .` W F--' t- _1 W -` 515 I -t- �. d- ---. _ - , 515 O 500 LL.E 0 ` I L o r, w L - -_ + 0 r� c I- 00 z cNI 00 N j - �-- w o w w �� - EXIST GROUND AT WATERLINE cn > a Cn > w '\ 5 I 0 _ � _ : .. � ` 495 , c) -,_ , A ''-' ■, ,,,. __,, 4-. .\ , ___ -- S, _z �' — r- � 505 ` � ' - ..� 505 490 �?�� i � I 490 C i� -- _ , / 7'0 f-- v U3 w T— ` S, W (n o 500 Ii '500 485 - -E w 485 I I w E I I s.� 0 I 4 9 5 '/.4z i--- \ I 495 480 < 480 � - E CD N <SP> <SP> T. 490 ? 490 475 •f—. 475 Co 8+40W1 8+60W1 8+80W1 9+00W1 9+20W I 9+40W1 9+60W I 9+80W1 10+00W1 10+20W1 I 0+4oW I 10+60W1 I 0+8oW I I I +OOW I I I +20W1 1 I +4oW 111 +60W1 I I +8oW I 1 2+00W1 12+20W1 12+40W I 12+60W1 12+8oW I 13+00W1 13+20W 1 13+40W I 13+60W1 1 3+8oW I I PROF I LE24u WATERL I NE ( W I 0 .i SCALE: 1 "=-20' HOR I Z, 1 "= 5' VERT a < 485 SHEET E NOTICE M CS �'�� PR��1�f ---,M -- o - - DESIGNED ����I GIN.k IA, Murray,Smith&Assodates,Inc. QFE-SITE WATERLI N E c\i 0 '�'I '' - �, CrTY OF T HCM _ _ Engineers/Planners PLAN & PROFILE _DRAWN i 111. 3.0 MG 550-FOOT co IF THIS BAR DOES _\ BMG :4;I:G .dc, . 121 S. . Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 ' STA 8+20 TQ SSA 14+00 THEN DRAWING IS CHECKED • - T I G A R D N �\ Portland, Oregon 97204 FAX 503-225-9022 NO. DATE BY REVISION EXPIRES 6-30-09 PROJECT NO.: 03-0619.204 SCALE: AS SHOWN DATE: AUGUST 2007 10 of 54 Lod I > I PAY L I M ITS FOR PAY L I M ITS FOR < 1 I ALTERNATIVE I - C.LI ALTERNATIVE 2- 1 18"W TO FUTURE PUMP > 18"W & 16"W TO I Z I STATION. RESTRAIN 18" < EXISTING 10MG RESERVOIR SITE FUTURE PUMP STAT I SON. x PIPING. COORDINATE l RESTRAIN 16" & 18 I W/ CITY ■- x EX I ST WESTBOUND FOG L I NE P I P I NG. COORD I NATE CNJ I DEFLECT AROUND EXIST SD MH AS W/ CITY x I .,�� REQ'D, 6" M I N CLEARANCE. POTHOLE 2" GR I ND & I NLAY, TYP _ x x N PRIOR TO SETTING 24" x18" TEE SEE NOTE 3, SHT C-5 I 0 ' x x x x x x x x x x x x x x x x x x x x x x x 4 EXIST WESTBOUND FOG LINE ao>i<(f 3 LOCATE B 0 M H PER ENGINEER = : ..._:�:_.:_ _...._ ....._ ' T _�. r-. . i /, / �� - ��, JET ' <" POT1 OLE PRIOR TO SETT k NG 4"x6' TEE L '___ ` - -r \ w ,w ........... . .►AVAI �r. IIIV VAIN . r.®.I./. ►.Al!%"►/ .Q././ .Ii�►w�. .v i.�✓r%.v..�►.a�.�►.�LS.�/►.�/:/!! ► .�.� .� ..� - _ �.�.��iei�irigt./.�/.. i��//.�i/® ////!.//.rl//////. ®/.L�►./.. ► ►ir. ►=. .rte., Will.. .P►.IVAN ��r AIVA►iI.��i�r.�®�211/iyg ate:.- _ t ',, � i i � t, t r �,i (, 0 st W i' (f) ....... , , „W � i } , , , , , , ' BULL 1I11IJ RE i, :• , „ , , z , . , „, - -O- - - - ---4- - - -f- - - r- - i-1 6"W-1— - -- 1- - - 00 0I -2 i i • , IT 1 I � f I V . - t -1 I — I.. t i i I W — --"Y\-- -7- - - 4: --El < 1 N EXIST WESTBOUND LANE LINE 1 EXIST WESTBOUND LANE LINES � ' D-CURB _ _ _ _ - - - - - - - - - - (� � I f END CURB I \ \ � / 1 : E I I I I WATER P I P I NG SCHEDULE 1 \ I I I 1 730, STA 16+46W1 STA 19+57W I STA 16+85 (,f) } I N645320.35, E7610109.41 2 N645330.07, E7610420.43 3 N64532I .73, E7610I48.44 \ ""0 F ( URN I S-I & INSTALL: FURNISH & INSTALL: FURNISH & INSTALL: \ j""'t°'i I -24"x 18" TEE, MJ, I -24"x I 8" TEE, MJ I -24"x6" TEE, MJ I \ z \ 1 I I I 2-24" BFV, MJ 2-24" BFV, MJ I -6" BO ASSY, SEE SHT C- 14 PAN I ' 1 - 18" BFV, MJ 1 - 18" BFV, MJ I ,.\. 0 APPROX 60 LF I 8" D I , RESTR APPROX 40 LF 18" D 1 , RESTR SCAL : I -20 1 - 18" CAP/PLUG W/2" BO ASSY, I - 18" CAP/PLUG W/2" BO ASSY, SEE SHT \ 17) SEE SHT C- 14 C- 14 \ I I 1 - 1 6"x 16 TEE, MJ I 'NOTES: 1 - 16 LS, MJ, CONNECT TO EXIST PIPING APPROX 60 LF 16" D 1 , RESTR I . SEE SHEET G-4 FOR EROS I ON CONTROL NOTES. - 16" BFV, MJ 1 - 16" CAP/PLUG W/2" BO ASSY, SEE SHT 2. 24" WATERL 1 NE TRENCH L 1 M 1 TS TO BE W I TH I N C- 14 LIMITS OF WESTBOUND LANE. 495 ¢ ` ,--. cL Q- .-. 495 : D N _.__ AC <' I— � � I— - - - W - t-- - - - - I- � o - - mow - AC o o r.: S-[-- W O I`� _ Co W O UO N U) W C Co b_ N I' W 00 Q I- + C� -; + > _ `�, N'r) F- M) N d- F-- Q in C0 0 00 O 00 W N Li_ -I- W O U 'i "' LO E-- Q to z U to Lf 7 W c) M L, U O + c F- O -I- _ + _ z + L J Lo + v) + U) + F--- _.F_ W 00 1--, 0 (5i + co + _ -I- _ 490 + _ wN — > w � — zLUN cow Uoo .o co - coop co co co _ r- 0N — co F- — - — a, — o, - z c� d- tZ 490 �. Q C L�� ¢ -I d' - -I d- - > W QD - F-- -- W to - I- - F- - F- d- (n _- N I- w w II II d- U) x F- d- U) x d' II x F-- U 11 ow U � r � � (nmC� W - zw �-+ 1- La.] < 0L_ H < — <= _j < 0 II <t — < — < : Q � II I- � o_ 1,,j X < 0 < - I U) W 0 - m - F--- z W W F- X F-- �'- <t I- W W I-- X I-- X I- , I- W W U) > D __ W < F- z - U) W CJ ._... U) W U) N ,--, Cl) > - U) W U) W (t) N Cl) > _ U) r1 U) N � V) W N U < 485 w ,.. \ - - - , 485 E iti 1EXIST GROUND AT WATERLINE / , - ---- --- - - - - - -- - -- -- o bid Z , , rc 480 J '` - 480 . - z 1 0 0 S2: I.-:()/ W - - - , - -- - m 0 , 0o Q S� ` -` _ - - i 475 _ _ W 475 ti� % I -- - _ _ _ _ � _ _ _ _ 2� p s-_-_-5-0 v S- 5 z l -- .�- --- -- _" 00 470 - S`'J'• ` vIL 470 0 S-------- 1 .7% 1 S-2.5� I I U I 465 465 0 I -4- ° SP SP< 4< :> <: 4< >SP (SP K R R .)1 CO 460 1 4+00W1 14+20W1 1 4+40W1 14+60W1 1 4+80W I 15+OOW I 15+20W1 15+40W I 15+60W1 1 5+80W1 16+00W1 16+20W I 16+4OW I 1 6+60W1 16+80W1 17+00W1 17+20W 1 1 7+40W I 17+60W1 1 7+80W I 18+00W I I OW 11 +4 9+60W1 460 o 8+2 8 OW 1 18+6OW I 1 8+80W I 19+OOW I 1 9+20W I 1 9+40W I 1 I 11 ,v--) PROF I LE- 24 WATERL I NE ( W I i SCALE: I "=20' HOR I Z, I "= 5' VERT 0 Q 0 NOTICE M CS �v� Marts _ e SHEET DESIGNED N� jfi it (� OFF-SITE WATERLINE 4 47 — L�rra ��� s s V �a es n i 0 �' ,, CITY CAF TIGARD HCM I . — _ _- Efigilleers/Planners PLAN & PROFILE DRAWN .�--� . ,� ,, _ _ _ _ . . , 3.0 _ C 7 ,► - MG 55fl Ft3t�T ITHIS BAR DOES .'STA 14+OOW1 TO STA 19+�8W1 j NOT MEASURE 1" BMG �, 9'y04RY 11,z°°�� _ _ -- _ - _ 121 S.W. Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 THEN DRAWING IS CHECKED ��q .\ - - - — - TIGARD NOT TO SCALE N ��N Portland, Oregon 97204 FAX 503-225-9022 I I of 54 NO. DATE BY REVISION EXPIRES 6-30-09 PROJECT NO.: 03-06 SCALE: AS SHOWN DATE: AUGUST 2007 c:3 1 WATER P I P 1 NG S (-. \ . STA I + I 4W4 STA I +83W4 I - r------ --N645173.49, E7609134.72 4 N645108.63, E7609141 . 17 I FURNISH & INSTALL: I — 18" 22Y2° BEND, MJ FURNISH & INSTALL: I — 18" 22Y2° BEND, MJ I ® I STA I +45W4 STA 5+88W4 I I w 2 N645145.43, E7609147.58 N644704.50, E7609131 .49 F-- _ — — I FURNISH & I NSTALL: I — 18" 22y2° BEND, MJ CONNECT TO EX i ST 20"W > I STA I +63W4 5 FURNISH & INSTALL: 0 I I 3 N645127.44, E7609 1 48. 17 I —20"x 18" TEE, MJ I I I FURNISH & INSTALL: I — 18" 22Y2° BEND, MJ H2O '�� LS, MJ I 0 I F__ 1 - 18 BFV, MJ CD I I z I I I I _4.1 if) 1 1 1 1 ._,rte 1 1 1 1 SS LAT (TYP) I SS LAT TYP RELOCATE SURVEY I HOR I Z DEFLECTION SS LAT TYP HOR I Z DEFLECTION ell CONTROL POINT PER _ _ _ - - — _ _ _ - - _ _ - - _ _ — - - ,� CITY SURVEYOR �. _ ,� . (f) j) , (,) i \. ` I 1 cc, — N, ‘----1„ 0 1 \O ---V--- _ -T �-�- �-' --6 W 4- i r T - -4 - ;-6 tt W- --r - 1, - ( 1 ! 1 - - - - «= - 1 ___ ` i % \ 3+fi00W F I ± I I rt 't \.1it 1 !12 SD- 1 — k — — — I — — ' —I 2 SD— +, _ t 12- SOW4 I 18"D l UI; f 1 ' I I .l 8 1D l W >. 0 1 k-- tI ,� �� - _ - 1 r I I I - __ 1— - -I- __ __ — - - - -' 8„SS- 1 - I ! r` ! t j f ; +- i--- U (_ 0 flit 4 i J oi f t i t I !t I + I I I f 1 ( 1 j 1 i /\ 1 ---- — — L-- — — — 011 I n �� �...... I 1SED1 t DR I; 1 LL' „1 1 o 1 ' i ji ITS h[g���w�1____ ■; iE■■ Lim 1 ■s %: toW \,, r ,:C I SEE NOTE 2 EH Luz1---- _4 _ — _ _ — - - - - - - - - — H I _ _ _ _ _ _ _ _ _ _ _ — - - - - _..i _ _ I I I I _ _ 1 I I I CONNECT TO EXISTING 2011W 0 _ -- ,.___---- (j) u ( I I I POTHOLE PR I OR TO 118” I �"" I v' J-- 1 1 1 WATERLINE INSTALLATION 1 NOTES: I I I , I 1 . SEE SHEET G-4 FOR EROS I ON CONTROL NOTES. I 1 2. POTHOLE EXISTING SANITARY SEWER AND STORM DRA I NL I NE PRIOR I I I I I I I TO BEG I NN I NG WATERL I NE I NSTALLAT I ON. POTHOLE AT CROSS I NGS AND PLAN I I I I I AT MINI MUM 200' INTERVALS FOR HORIZONTAL AL I GNMENT. I 1 SCALE: 1 '1=20' I I - I 1 z U w w z o 550 — — -- Q --i ¢ : 550 AC I— I— o > > > 1— v) �- 1- ° AC v) cn v) v) cn ( �- a CC w : < V) E X w &DLQ N � N cn � v) �.. w u = Oo oLi Oo ai 545 —-- --- — _ . v) v) v) v) I C) + N I— - 1--- N N) N I— N ha as a 54 — _ _ --- z r) I- N) I- I- f-- t '�: to `f` v) In I-- c� cn t O cn - — _ -- -- -` --- -- - II — ,,,) to � Cfl Cl) v) + w (r3 — Q [r — _ .._.._ X X X X <C0 - - N > N I-- N X f1 I- w 11 X 11 d' - -_ W W W wW I- wW XW X X X in V) Lo Ww V) > — Ww ow 7 : T- 7 O � Op NV.> > > > --- - wN 540 540 + c�i � + o cv O0Qlf) 6 a ` — W I— N 11 Q �- w `� EXISTING GROUND ALONG P I PE V) if) < m — u) N — — ? 1>±1 Lfv I— ww �' / a W 535 18" D e ' = U) L Lii id 535 V — — , _ i! --c:w w w r< cK cn O z --- _' - 0 CN = Z — _ - - — LX w W =� I— ZO if") --� W Q d- W 0 N o IX 530 co --' S--z-. ; — • v) cn v' 530 0 •° w _ — 1 v) 0 v) i.o = co v W d- — Imo- = 00 v) Et) Z � — h (O — w — — — — --1 — I I N j < + c� co 4 00 — I f ° x W W I- --- I- U t.C) - I- - I- o I-- w W ■ _ c.n L() V) 0 I— In to t ) to L( v) O , t o ° ° -_ -� X I) X W I- W ( X I1 X L;j X CO 525 ` — �. ww 1-1_1 to > w ww w — w 525 oo — �, 18" MIN CLR FROM — / 8" Di i — SS CROSS 1 NGS AND _ ;z 3 S__ `~ _ _ = z Ld od 520 PARAH I Fl SS MAIN co - `�•2Z — — _ ° = 520 — U a ' —r ___ ___ — _ _ Ln 4 0 5 I 5 -0 S 6,oz 515 (0 (..) ii ,,- a ° < R > <SP>R <SP> < R > < R >) 1 5 I 0 •�'' • • ► 5 I 0 Co 0+00W4 0+20W4 0+40W4 0+60W4 0+80W4 I +00W4 I +20W4 I +40W4 I +60W4 I +80W4 2+00W4 2+20W4 2+40W4 2+60W4 2+80W4 3+00W4 3+20W4 3+40W4 3+60W4 3+80W4 4+00W4 4+20W4 4+40W4 4+60W4 4+80W4 5+00W4 5+20W4 5+40W4 5+60W4 5+80W4 r,r) PROF I LE— I 8 11 WATERL I NE 0 .,- , SCALE: 1 "--=20' HOR I Z, I "= 5' VERT SHEET j - NOTICE M CS 05) PRO,�Jr' -DESIG NED v4' - ffl I�FF-'.aITE WATERLINE c.N urra Ali ssocia es nc`0 1111 O ITY OF T �, I H CM —�—� _1%JI : Li r G REEN FI EL.D DR PLAN & PROFILE ,..,_D RAW N /i ` t n ineel s anners . . . . , 3.0 MG s ,, co IF THIS BAR DOES h j NOT MEASURE 1" BMG "-Aqy 11,E°� - _ _ RESERVOI STA 0+00 TO STA 5+88 � / � . _ _ 121 S W. Salmon, Suite 900 PHONE 503 225-9010 � R NO. 2 a NOT TO SCALE CHECKED �N M GIN Portland, Oregon 97204 FAX 503-225-9022 T G R D EXPIRES 6-30-09 12 of 54 NO. DATE BY REVISION PROJECT NO.: 03-0619.204 SCALE: AS SHOWN DATE: AUGUST 2007 CUT SLOPE DRAIN ROCK, SEE DET 2 & M 1 RAF I ! 40N - --- EXIST GRADE 3, THIS SH T GEOTEXT I LE OR 30 MIL PVC -� APPVD EQ, 12" \�' `' `' `� \�' \� \� �� � OVERLAP MIN 12'-0" ,- 6" i��' �'\� MEMBRANE ////////////////////////////�,///�//\///�// //\//\,r/\//\//\//\// , . // PROPOSED ROADWAY/PARKING AREA \\\\%\\%\\i'\\%\\%\\i'\\% /\%\\%\\/\\/\\/\\%\\/\\/\\/\\/\\/\\/ /\/ /, N ,/ / / / / j : // //\ /\//\_/ \\\46/\ /\//\// / /\/ //\/\ �/' A P P R 0 X I �\ '44 ',�: i \� � �;'• ���o�' oo \ 7 O =:. �. / \ A P P R O X i, \ '�:�*�0000 ooTho�o ooQ000 oo0 •s o70*I ecSoao 000 o ©o° oao o oS-7,7 42.,. / // '/ / FINISH 2 Vh'61•, c),Ociivgpoc)07..ocb,Oooec x00 oO0 WoOO 00 000 *000 000 W )00 000'•!•00 \\\\\\\\\\\\ EXIST SL=2% _.A1 GRADE FILL S L0 P E , , d ' cc o° oco o° oco o°%000 c,°Qooa o°�ooQ Ool'i0,0,9oo© / / / /\/\ GRADE - 2H: I V \`. �4�� J�.i/.r..,����.- � -- ....,t!it�� 1. .c.. •. ��....-.:• t • / ,( .: .' / / 'r, �\ \<i�i\'i• �\��\ �; �,�% %iA/A �A' 6{ (TYP) - 4 4 ° 1 �t. 1 I —0 60 � OO1 /\//\//,//,/\///\//\///i\, / g ° d 9 M I N �•�a .a 3/ -0" CRUSHED DRAIN ROCK �.' 2 d- I a �;_ ;0d ," ; 4 2 - I " LIFTS OF MIN 4' MAX :: > ° ° .. °OoOQ.P C, •o* M I RAF I 600X ) . `� - I I 100 •oDo� O! 6 MIN " ��00 ��©,� Qr, GEOTEXT I LE CLASS B AC OVER 8" .._f_______ 'o1`O'�Qoa°��►1Q0/►°°1 FABRIC OF 3/4"-0" CR BASE ��� � !C00 1)bQOQO•. o,"VIA 30 M I L PVC MEMBRANE, OPEN AT TOP P�OQ°o �'ooao ��,Q�� COURSE SURFACE t I ' ''''' .,\ a o 0 Oo ,011 T 6 PERF HDPE ROOF DRA I N p( °a�4 QC:, 4.4toi I E=562+/- AT HIGH POINT BENCHES (TYP) 10o0Q• �!»o=`ta-.•-�1 I E____+/ AT LOW POINT ACCESS ROAD -- TYP I CAL CUT SECT I ON • ------_ ,, 0 0 o�Q IOo°�QO6-5St°_ ,„ SCALE: NTS 5I 46)aC 97u° 0007 itod),-,'a)0,1 -'f000°0 NOTES: M I N 0 0o fl�oo�o SURFACE OVER SURFACE NOT OVER a °°�oao ° I . STRUCTURAL FILL MATERIALS PLACED ON EXISTING SLOPES STEEPER �,�/ �� 0RESERVOIR RESERVO I R Oo Oo Q AF 1 140N THAN 5H: I V SHALL PROCEED I N HORIZONTAL LIFTS FROM A MAXIMUM CORE Oo �QO°-a0� M I R 8-FT W I HOR I �Qo�0000 GEOTEXT I LE OR SL- �� 3,4"-0" DE O ZONTAL BENCH EXCAVATED I NTO THE FACE OF WALL IIOOOo0Qoc)000 \ -2 0% 8 OF CR EX I ST I NG SLOPE AT THE TOE OF THE NEW F I LL SLOPE. ° ,�Q o 0 oofloQ APPVD EQ '\i�`i�`i�`i�`i\`\\\ \\i\\i\i\i\i\i\�\�v v,7/,7, -,o ao� Oo 30 NIL. PVC \ i i�ii��i�ii�ii•,ii�ii��i�ii��i�ii�ii��i��i��i��i�i /v/K/\<,-K7, � ��� ��i��r �o�aQO MEMBRANE ������������������,������r�����������������������,���������/ / ; ��/��/�� � � �� �� � � ��,\�/ 2. FILL SLOPES SHALL BE OVERBUILT THEN CUT BACK TO FINAL GRADE. ° i 0 0 0o000�01 ,.ice : oQ a\ -. .r•°�,. 001, ... 4r0 ,�`��, - i �I ooQOoQ OoQ� ,•c).,o� %o�o%oc�oPooc jo*.o�CP9o•`•000c�o�ooc�jCP0oc jo``1cVno o,:•' I 0 OF TOP SO I L 0 4- Q6 400 s 000•, 006 006 000Vg 000 000 , 00o`��j 000W& 00e•6 000•; ° P 0o Q o C) 0 0 3/4"-0" 10.w:Q:90%��Q9O. (2Q.0...a,.0. ? °,Q.boc.)Z BOO�•sO ��QOD O°� O�jOO�•- ° Ica• *°0°°C) CRUSHED --- a ° ° 4 �OoOQ� 0 0 •1 DRAIN ROCK a °Q. . TYPICAL DETAIL FOR M I RAF I 140N 4 a 4 I GEOTEXT I LE OR FILLING ON SLOPES • -0 2 -0 APPVD.-_. RESERVOIR D EQ SCALE: NTS ROOF SELECT NAT I VE OR 1 . CAP ROOF DRAIN AT HIGH POINT AND SLOPE AT APPROXIMATELY STRUCTURAL F 1 LL, 1 .0% I N EACH D I RECT I ON AROUND TANK AND ROUTE TO SD MH 2, SEE SEE SPECS SI-EET C-3. ROOF R I N DETAIL 4Ib TYP I CAL DRAIN ROCK & SOIL SURFACE DETAIL /111 ..„SCALE: 3/4"= I '-0" SCALE: NTS SD MH 2 SD MH 5 EL=557+/- EL=556+/- � ° p° •• •o.�� �i°i°OowoO°�°O�••o�O i� .o p;!��oo••o�OO�o�o��� \�•�Ooo•d •poe•d�p�o�odo�o dooms p „!lQ•p8i14i.�Jo�oodO.� �°p�°po���r�p d�O^opodOo`'27���d��-�°°°•J•pdo.O O°00°0° •..• o 0 o°i�i�i p° •'•i•♦'-i�•-<�• •o�'I I•!!•°.°da!• .°p;!�•o•O(� 4i�n o� Ooo gg oO�_2OeoOp��i�i•eo0.'.��, \..�-Opoo�p ppdo�o�0 od�o°p('�DdooVop(I?OooO oCT o ,ci ofIodoodpo`�(Jd°Odo"V° a ° O (7 X0080 Od�O�$OCp80-- O 8 f�0 (� non_ o d , a a a 36" D I A STL CAS I NG, Y2" WALL I 2'-O" OC FOR CARR I ER P 1 PE OR AS � �-a0" THICKNESS, FOR 16" P I PE, SEE RECOMMENDED BY MFR - M I N 2 I NSULATORS _ a ' a S I TE PLANS, CAS I NG PROF I LES & PER P I PE LENGTH. I NSTALL AT 3'-0" FROM NOTE 1 BELL END & 3'-0" FROM PLA I N END a a CEMENT GROUT CAP TYP 11/2" MAX CLR BETWEEN -�--- 4'-O" --- 25'-0" a CASING & TOP OF SKIDS NEW 16" D 1 PIPE 6" ROOF DRAIN 1 N `1 i ' _ \\&i7\��;��\;��;'���;,, \y, CASING INSULATOR (NW) I E=538.0 E ° • ,:\ r ` \ W/CENTERED -g -a �/ ri.', CO NFIGURATION a --g - _�i -� SK I DS (SEE SPECS).M I N 10 SD i N 12 N, i_ SEE NOTE 3. (NE) 1E=532.5 - - - - _- TYP 1 _ i_ c --t-t-fg- -�-to-t- � =`��'� 6" RING DRAIN I N 41�► _ 18 SD OUT -- a --� (N) I E--5 3 I .8 ° .. .. . . . .. . . . . . '' �� (NW) I E=534.4 16 D I CARRIER g '� a° 1140 PIPE SEE NOTE 2 :".F5D3N2.:R AIN I N �I��I► _ r 8 _,W I =co E 32 6 � SLP -- 2.'- I -7- 4%/ „ o �ir�� SLP--2.4% SLP 0.5% ° CASING I NSULATORS W/ STL CASING / NOTES: BELL/FITTING, PLASTIC SKIDS -- SEE EL=530.8 c; RESTR 2 -0 MAX SPECS. SEE NOTE 3 I I . NEW 36" ANSI /AWWA C200 STEEL CASING AS GROUT CHANNEL 1 0" SD I N 10" SD I N (TYP EA END) REQU I RED (SEE PLANS AND SPEC I F I CAT I ONS). NOTES: (5) 1 E=53 I .9 (SW) 1E=531 .9 1 FILL ANNULAR SPACE W/ GROUT CHANNEL �i CLEAN WASHED DRY SAND 2. PROV I DE 2" M I N I MUM CLEARANCE BETWEEN I . PROV I DE FLAP VALVES AT MANHOLE ENTRANCES FOR RESERVO I R 18" SD I N o CASING AND CARR 1 ER P 1 PE BELLS AND AND FOUNDATION DRAINS. RESTRAIN VALVES TO DRAIN PIPES. (W) I E=532.4 4 END DETA I L. SECT I ON A—A APPURTENANCES. SEE NOTE I ° 2. MON I TOR I NG MANHOLE SHALL BE CONSTRUCTED TO CLEAN WATER 3. CONTRACTOR TO VERIFY CASING SIZES SERVICES STANDARDS. PRIOR TO ORDERING AND SIZING CASING 0 CAS I NG D I L 6 INSULATORS. RESERVOIR MON I TOR I NC & OVERFLOW MANHOLES 4 1 SCALE: NTS -- SCALE: 3/8" = I '-0" — j 4. ALL CARRIER PIPE TO BE RESTRAINED, Q j- NOTICE M CS �� PRO��C.r --- SHEET o DESIGNED x∎11,0, 'IN44 f mi a nc.Q h 1 19195 '¢ = ssoc a Ls t� cN, � 141 Murray > �, CITY OF TIGARD 0 o.-) DAK = - _ _ MISCELLANEOUS SITEWORK DE:TAIL''DRAWN ` t t d — - - — n ineers anners . . 3.0 MG C I co OREGON - - .._. o IF THIS BAR DOES _ _ ,,� NOT MEASURE 1" M MLH 4 "r 15, ,,�\ tip' — — - = 121 S,WL Salmon, Suite 900 - - RESERVOIR NO. 2 THEN DRAWING IS ' C�`' - — _ _ _ _ + PHONE 503 225 9010 o NOT TO SCALE CHECKED tiFw L. N� Portland, Ore on 97204 FAX 503-225-9022 TIGARD NO. DATE BY REVISION EXPIRES 6-30-09 PROJECT NO.: 03-0619.204 SCALE: AS SHOWN DATE: AUGUST 2007 14 of 9'-0" MH FRAME & h h COVER W/BOLT 1 DOWN COVER 48" FLAT MH TOP PUMP TO CUT R I SER TO SEE NOTE 1 WASTE FROM FINAL ELEV I N PIPE COLLAR WELL HOUSE FIELD AS �� i... �__ NECESSARY ;:e.4a , �� 41 ... ,/■Y7 - ■ \� ' , 111111 ° `� / //j-0 � i I _I DEPTH VARIES I 0 COMPACTED SUBGRADE 0. ) I i oo ��� N ■ /� 42" ROUND CMP RISER - TO PIPE-ARCH �'` DETENTION PIPES NOTE: I I . FLEXIBLE JOINT BETWEEN P I PE RISER AND CONCRETE COLLAR TO BE SUFF I C I ENTLY R I G I D TO PREVENT ANY PLAN CONTACT BETWEEN PIPE AND CONCRETE. 2. I NSTALL ACCESS LADDER I N R I SER. PIPING, SLAB, GRATE & FRAME MA I NTENANCE ACCESS MANHOLE 4111 PER BASE BID SCALE: 1/2"= 11-0" DETAILS(---; / • ,,, I 1 I / I M I N L I M I TS OF COMPACTED / N = SELECT GRANULAR BF I LL / 6" CUT RISER ° z i I I — SEE NOTE I I - l TO FINAL N m SEE SEE — NOTE NOTE / 1— I ELEV 1 N r _ EL-543. I I \ FIELD !�--F--H — ,�� 4 l _ • I a.', NORMAL EMBANKMENT I /\ \./ \,\, , F— PIPE COLLAR 8 /������ /������ I !; F I ALL ABOVE M I N 1' f #4 6"� ���� � �� �� �` 12 COVER �� @ 6 OC, EW CUT R I SER TO /i. / / 7 %//, _ 0 FINAL ELEVATION %%�/r.� .,, COMPACTED SUBGRADE \ -co . • IN FIELD AS w► I0 : IH ,, it oP,„,∎'....�,.`, lb._ I/ 4-83"x57"x7O'L �_I�I j l $�/�/ .''� �*� 42" ROUND CMP RISER l-1 _�� sir_ CORRUGATED METAL _ ,.� SLAB EDGE DETAIL I TO PIPE—ARCH _111 11{= P I PE—ARCHES 1=111-111=1 SCALE: 2"= I '-0" / DETENTION PIPES -111E11l-III= Mil PIPE ARCH N ELEVATION I=III=111={I I_ -- . NOTE: -1 I I-1 I I=1 I ICI I I t 1=1_____ _ I I=1 11=1 I I-I I I E=537.3..A■AANA Ammar ��� ����■ `AA•�I�� 1 . FLEX IBLE JOINT BETWEEN PIPE R I SER AND CONCRETE _I-II-III-IImIEE11 •=-=- -----7 -III—III—I�I—III—I 1 I � �_..._._._._._._. ._._._._._._._._. COLLAR TO BE SUFFICIENTLY RIGID TO PREVENT ANY 1=III=111—III-111—III—�E► _ � � _. ,_. __% CONTACT BETWEEN PIPE AND CONCRETE. _ e��.���.cr •.... ...� -III-I1 -Ill-Ill-Ill--111--III-I •-.-,,..^�, �:�:�:�• MH GRATE & FRAME 1�iI11 III-111-111-111-111-111-111-1 ire �'`=Nf- W/BOLT DOWN COVER DETENTION SYSTEM I NLET MANHOLE'',, RIM EL=542.5 UNCOMPACTED BEDD I NG Ti___ SCALE: I/ "= I '—0" NATURAL U AL I 2 UNDISTURBED BLANKET, SEE NOTE 5 17 r EMBANKMENT c ___ 1 J : — ACCESS • r At CR I T I CAL BACKF I LL ZONE, PRESSURE ON SOIL GREATEST HERE.--":''''s MEI LADDER , EL=541 .2 MIA E INITIAL LIFTS OVER CROWN OF STRUCTURE AS INDICATED BY SHADED AREA TO 48" FLAT TOP : BE COMPACTED TO REQUIRED DENSITY WITH HAND OPERATED EQUIPMENT OR MANHOLE WITH SMALL TRACTOR (D-4 OR SMALLER) DRAWN EQUIPMENT. N i 4'-0" GALV STL CHAIN SELECT GRANULAR STRUCTURAL BACKF I LL LIMITS. N I2 SD FROM CAPABLE OF PUMP TO WASTE • LIFTING 250 LBS DETENTION SYSTEM ,\ P : 0 NOTES: 0 --- TO SD SYSTEM M N 12 SD �.--. 6 FLAP VALVE I . COMPACT BACKF I LL TO 90 PERCENT DENS I TY PER AASHTO T- 180, SEE 9 EL=537.2 I , �EL=536. I " FERNCO FLEX CPLG W/ « 2. COMPLETE AND REGULAR MON I TOR I NG OF THE CORRUGATED METAL PIPE 0 SST STRAPS " ARCH SHAPE 1 S NECESSARY DURING ALL BACKF 1 LL I NG OF THE STRUCTURE. 0, A 12" C I M & H FLAP VALVE « lip = z W/ 12" LONG SPIGOT " 3. PREVENT EXCESSIVE DISTORTION OF SHAPE AS NECESSARY BY VARYING COMPACTION o — * s o CONNECT CHAIN I — "ORIFICE I N METHODS AND EQUIPMENT. m FLAP VALVE W/ CHAIN M w W/DOUBLE CLEV I S FLAP, I E=537.3 0 & ORIFICE SEE DET 4, THIS SHT • N 4. MINI MUM SPACING BETWEEN PIPES SHALL BE Y3 THE WIDTH OF THE PIPE ARCH SPAN. • o 12" OUTLET I E=537.0 " • 5. MINI MUM BEDDING TH I CKN I TW I THE CORRUGATION DEPTH. MINI MUM BEDDING ,� � � ,� ESS S CE E o W I DTH I S HALF THE CORRUGATED METAL P I PE SPAN. N CORRUGATED METAL PIPE- ARCH 0 FLAP VALVE W I TH ORIFICE 4 PUMP TO WASTE OUTLET MAN H OLE TYP I CAL BACKF I LL SECT ION 0 41110 SCALE: I/2"= 11-0" SCALE: I "= I '-0" — SCALE: NTS CM ■ < SHEET 0 NOTICE M CS � =_ ' 'o DESIGN ED g ;PrOr4 _ — u a � {► s {i ies nV.� � 195 � — � O`�'j� `�'N 0 r� 1 _ _ , OF TIGARD STORMWATER DETENTION --- I — BAH C— I DRAWN _ n lneerS annerS 3.0 MG 550 Fool OREGON - FACILITY DETAILS IF THIS BAR DOES RESERVOIR No■ 2 � NOT MEASURE 1" MLH 'q, Glr 15, 121 S. V. Salmon, Suite 900 PHONE 503-225-9019 0 THEN NOT DRAWING S CHECKED ry4� �, N\ ' 'i''- - Portland, Ore on 97204 FAX 503-225-9022 1 I (' A R D NO. • DATE BY REVISION EXPIRES 6-30-09 PROJECT NO.: 03-0619.204 SCALE: AS SHOWN DATE: AUGUST 2007 15 of MATERIAL LIST O 10" FLG x PE SPL, LENGTH AS REQ'D from-,,_,_ I GRAVITY DRAIN 0 10" FLG COUPLING ADAPTOR (EBAA MEGAFLANGE OR APPVD EQUAL) IV:1 5 q PRECAST CONC VAULT (UT I L I TY VAULT 810-LA OR APPVD EQUAL)A(I) ' t_17 t7 ------ 0 0 2' CONC VAULT RISER (UTILITY VAULT 810-2X OR APPVD EQUAL) 2' -1-• 3' 48x48 (CLEAR OPEN I NG) ALUM I NUM ACCESS HATCH W/DOUBLE LEAF, LOCKABLE, 3' 2' �, FLOW I a 0 � I SPRING ASSISTED DOORS, DRAIN CHANNELS AND H-20 LOADING CAPACITY M I N (B I LCO JD-3ALH 20 OR APPVD EQUAL) o o _ - . GALV STL LADDER, OSHA APPVD, LENGTH AS REQ'D W/I " PULL UP EXTENS I ON t--- I► r _ _ o II �� ►_ I1 _ 1 /I ,. . � �I _ _ _I 1 .4 o � -I I 1 ADJ PIPE SUPPORT, BOLT TO FLOOR, (STANDON MODEL S89 OR A VD UAL) I '� (I I iii _ 8 PRE CAST VAULT WALL 111 I ° - H �; ►� SEAL W/ NON-SHRINK GROUT II 0 1 I 0 I 0 PRESSURE SUSTA I N I NG ALT I TUDE VALVE, FLG (CLA-VAL MODEL 210-03 OR . 2.5 APPVD EQUAL, SEE SPECS.) � o o I _ -� � �� PVC THREADED CPLG °�. -; CORE DRILL @ 0 1p:Ii1k ro 0111.41 I 0 ANT I -CAV I TAT I ON PRV VALVE, FLG (CLA-VAL MODEL 90-0 I KO OR APPVD P 1 PE OUTSIDE IV o 111111 t�1 1 1 _ EQUAL, SEE SPECS.) rDIA + I M I N 0 0 I o� -- � � .1-----SCHED 80 PVC ELBOW 15' CO I O X 12 MJ REDUCER L _ _ _ _ _ _ _ SCHED 80 PVC SUMP SCHED 80 PVC DISCHARGE PIPE 411) MIN FLOW ' ,r . I 0 PE X FLG SPL, LENGTH AS REQUIRED DISCHARGE PIPE OR CONDUIT OR CONDUIT ,. W/ M I N 2'-6 COVER A o• 0 0 BFV, FLG - GALV THREADED N I PPLE . Øo •eØ 00 0 0 . 2" RESERVOIR WASHDOWN/LEVEL SENSING LINE. SLOPE AT 2% UPWARD SLOPE 6' TO RESERVOIR SEE DET 4, THIS SHT a., - -- � PRESSURE GAUGE AND TRANSDUCER PIPING, SEE DET 4, THIS SHT AND DET 2, I NLET OUTLET VAULT PLAN SHT C- I3 WALE PENETRATION Apx 411 SCALE: '/2"= I '-0" W SCALE: NTS 24"x24" (CLEAR OPENING) ALUM I N I UM ACCES HATCH W/ LOCKABLE SPR I NG ASSISTED DOOR, DRAIN CHANELS ARE H2O LOADING CAPACITY B I LEU OR APPROVED EQUAL APPROX RIM EL=542{/- MATCH FINISH GRADE o 1 1. A _J El El 1 o _ VAULT RISERS AS NEEDED v v 0 a D a n 1 c. 9' 411 D a ELBOW & HOSE FTG AS REQ'D 1111 0 AWWA GV W/ OPERATING NUT r;_ -- LEGEND EL=535 /- III -i ;I ' ILII_ _iIIi : COLLA R TB W/RE I NF & 2 SERVICE SADDLE ROMAC 2025 & __ _ __ __ PIPE CLAMPS AS REQ D, CORP STOP MUELLER H- 1 0046 OR III4 -o- p - SEE NOTE I APPROVED EQUAL 0 D °° 4 0 A © 2" BV, THRD VAULT I E=532.25+/- , - I F l , ) GALV ELBOW y2"COP SENSING L 1 NE D AD D I I WATERMA 1 N I��yi�fl�i r=7, - © PRESS GAUGE ASSY, SEE DET 2, SHT GALV STL PIPE C- 13 OD U _J INT (74) y2" xy2" TEE, THRD 0 0 SECTION A MJ JT CAP W I PS TAP 'SCALE: 11/2"= I '-O" W/RETAINER GLAND 2" x Y2" TEE, THRD 10 0 o NOTES: 0 PRESS GAUGE ASSY, (W/0 PRESS I��o � TRANSDUCER) SEE DET 2, SHT C- 13 Mlili„j� o ��SHEET NOTES: - �- llk° o o _ ��� - 1 . FOR TEMPORARY BLOW-OFFS, CONTRACTOR TO PROV I DE II co 1 . PROV I DE RESTRA I NED JT ON P I P 1 NG, 2' FROM OUTS I DE EDGE OF VAULTS, TYP. TEMPORARY THRUST RESTRAINT AS REQUIRED. 0 �2 BV, THRD c" II 0'-9 8" --._ ! / I 2. PROVIDE ALL IN VAULT BUTTERFLY VALVES WITH GEARED HAND WHEEL OPERATORS SEE SPECS. 2. D ISPOSAL/DECHLOR I NAT I ON FOR SUPERCHLOR I NATED WATER PER CITY AND DEQ REQUIREMENTS. 3. VALVE OPERATORS TO BE PLACED ON THE SIDE CLOSEST TO CENTER OF VAULT. NOTES: -0 3. PROVIDE LARGER BLOW-OFF PIPING MATERIALS AT N 4. WALL PENETRAT I ONS FOR P I P I NG TO BE PRECAST l N VAULTS, PROV I DE NON-SHR I NK GROUT SEAL AROUND P I PE. CONTRACTOR OPTION. I . ROUTE 2" PIPING TO RESERV01 R, SEE SHT 0-3, PROV ! DE BRONZE 1 FITTINGS AS REQ'D. I 5. ANCHORS FOR SMALL PIPING SUPPORTS I N VAULT TO BE EXPANSION BOLTS AND S I ZED APPROPRIATELY FOR THE SPECIFIED 4. FOR CONCRETE CYLINDER PIPE OR STEEL PIPE, PROVIDE o SUPPORT (y4" M IN D I A), SEE SPECS. S I M I LAR ASSEMBLY AT TEST HEADS. 2. ALL 2" P ! P I NG SHALL BE REGULAR TH I CKNESS, THREADED BRASS I PIPING CONFORMING TO ASTM B43. 0 6. POSITION ACT ! VE LEAF OF ACCESS DOOR OVER LADDER. 5. PROVIDE PIPING TO ACHIEVE 2.5 FTS I N WATERMA I N FOR N FLUSHING, 6" MINI MUM. 3. SLOPE ALL SENSING PIPING AT 2% MIN SLOPE UP TO RESERVOIR. 0) 7. SUPPORT SMALL P I P I NG W/ UN 1 STRUT SUPPORTS OR APPVD EQUAL. CHANNELS TO BE P 1 000 H3 MOUNTED TO CONCRETE W / o P2072 POST BASE AND STRAP TO PIPE W/ P2038 CLAMP. CONNECT MEMBERS AS PER MFR REQUIREMENTS. TEM P O R A R Y LOW-BOFF ASSES BLY 411 SEN S I N G UVASH D ODUN PIPING DETAIL 4 N) 8. PAINT PIPING AND SPECIALS I N VAULT. SEE SPECS. SCALE: NTS SCALE: 3/8"= I '-O - 0 / o < - / NOTICE MCS ��'�A PR�Ie�.!' _ —— SHEET o DESIGNED �� ��Ix,�g►�, f/� _ N 0 : 19,95 — _ Murray n c.w _ CITY OF TIGARD WATERLINE VAULT PLANS,c/ _ 1 DAK � DRAWNa� -_ = Engineers/Planners : 3.a MG 55a-EDDY SECTIONS C— 12 GREG O AND o co IF THIS BAR DOES �, ,� - / NOT MEASURE 1" MLH fit,. �'�r 15, 1gs ��4 _ _ - _ _ _ __ 121 SIV, Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 o THEN NOT DRAWING IS CHECKED 7i/t14/ L NAG ''"''— Portland, Oregon 97204 FAX 503-225-9022 TIGARD NO. DATE BY REVISION EXPIRES 6-30-09 g 16 0 f 54 c� PROJECT NO.: 03-06I9.204 I SCALE: AS SHOWN ' DATE: AUGUST 2007 K * y — � I I PRESS TRANSDUCER I I 1 __ 3i/2" P G ° 44 ; 4 d. i' Y2" BV, (NO) ' INSTALL NO. 2 (8Y2") 41111111 4' x 4' HATCH i (110 ° ■i iii o Y2" BRASS TEE THRD SNUBBER LOCKING VALVE r _ _` _ ■ I _ _ I NSUL SLV (LENGTH EQ 0.0 I y2" BRASS TEE, THRD COVER BOX e . I ' TO I/16" LESS THAN INSIDE DIM DR 1 PLED i - 2.5' x 2.5' HATCH �l BV (NO)--N 1 n n n n d BETW STL WASHERS) 2 BV, {NO) ,�, . : ` e INSTALL N0. 2 8Y"' . °. a I ( 2 ) N' �� • „ . '; II I a LOCKING VALVE 0411115, �2 BV, (NC) • �� COVER BOX! NSUL WASHER II y2 B V, (N 0) "" W u - � °— ilt .11 — . NOTES: MIMEO 11Pr I . INSTALL PRESSURE TRANSDUCER AND STL WASHER PRESSURE GAUGE ASSEMBLY AS SHOWN ON e 2" x y" BRONZE TEE. I 1 1 I 2. ALL y2" PIPE SHALL BE COPPER. b. \,. I A/r Al L. INSUL GASKET PRESSURE TRANSDUCER AND , PLAN, PLAN - 1 NSULAT I NC FLANGED JO I NT PRESSURE GAUGE ASSEMBLY PROVIDE 2" OPERATING PROVIDE 2" OPERATING SCALE: NTS SCALE: NTS NUT ON TOP OF SHAFT NUT ON TOP OF SHAFT C ! VALVE BOX C I VALVE BOX /2" EPDXY ANCHOR BOLT & COVER & COVER EMBED 3", TYP 2" W I DE x 3/g" THK BAR INSTALL APPROVED —� INSTALL APPROVED -� 6" CUSTOM MH TOP, SEE M IN CUSTOM MH TOP, SEE M I N 1 /4" SPECS PIPE CLAMP SPECS _ / Y8" GREATER I D THAN SHAFT OD _ GROUND EL=558+/- _ GROUND EL=558+/- I THE SHAFT SHALL TURN FREELY 7-� 1 ' : ° 1 a 1 I `/./:\ - --/7/7/-->;j__, ' - 4[ 1° . 1 i ; - i \,\//' ; N THE PIPE CLAMP \\',`,� o E.\\ .,\, ` a I '\`.\.%\ 1 INSTALL 2" D I A HOLLOW � 4- ° 18" / INSTALL 2" D I A HOLLOW ' / / ;, VALVE SHAFT, .2" WALL E /////4.40--.... 6" _ 6" "`� ..°.,/ VALVE SHAFT, 0.2" WALL � .-• 6 .. :/\ N THICKNESS '�"" r" \� THICKNESS ,: '°` I'' /`� • /\ 0 'd \/ / I ° d' /� 2" OD STEM SHAFT \ \ �� ._ 1 I \/ e,,/ / „ ,>, 2'8 1 . 4\',' 0 0 \ ' o ° II \ II ” II ' ` 1 3 INSTALL HORIZ PIPE ,' INSTALL HORIZ PIPE ' ' %' 4 x4 x/8 THK PLATE SUPPORT BRACKET AT % d ° : ° �J ° O ° /'` \ SUPPORT BRACKET AT \ /\ 2 I0' VERT SPACING. \E ° oa Y/ 10' VERTICAL SPACING. >/ ;\ 0 SEE DET 5, THIS SHT /4 ''v *`/ SEE DET 5, THIS SHT �`'�' ° ..: f— I 1 I °�, '' i 1 d I) \d 72 ° ° ,\° 1 48" O °. /\\ . ..,,I t So. \` ,/,\/ err► /\ HOR I Z. PIPE SUPPORT BRACKET --' SCALE: HALF INSTALL VERT P 1 PE /\ d / \ a SCALE � / INSTALL VERT P 1 PE \' /,,', a SUPPORT BRACKET, SUPPORT BRACKET, r< 6 SEE DET 6, TH ! S SHT \ ° .. ° SEE DET 6, THIS SHT I ih / . ; 2" WASH DOWN 24" BFV ° �: \\.. ' 0 (1}-�- PIPING I �/� U \\ v.6L i vd �- 1 4,, 2"0 x )4 THK R I NG WELDED TO SHAFT \°. �1 ..',`� \! e AT VERTICAL SUPPORT BRACKET \; ST \ ° a/ , / O / 66 \I\ ,/ ; Ic .0 • ' ° \�" \/1/' ! 2" BFV ° I 1 t '\Y , ' ° \7,/ 4 I ° . ,\ OI I C ] I = C .C • 0 7° `\�° 0 '' 1--) N 1 /4"\ d , I ,/\\. '---' . cj-- 0 • \ PIPE IE=535.5 zis 1 , \ s ,\:\/ 4 ii • \-- '. 1 /1 /4" PIPE I E=534.2 0 /2" EPDXY ANCHOR BOLT 1 1 _ �� ;. '\ \a`. ; / � EMBED 3", TYP OF 4 PER --� 2" OD SHAFT STAND ON ° \� — + STAND—ON PIPE \�..eQ, — 'a _ + -0 I •�'�' PIPE SUPPORI`i\ : . ;`./ FLR EL-533 /- SUPPORT i • BRACKET /� d' , d . °• .. .. . ° e- FLR EL-533 /- NOTE: �\/\,r �<//\ �<//\ /.\�� .<1/ \/\, \/\ \\/\ c\ \ /\8" E � 8" FLOOR DRAIN E FLOOR DRAIN CD r ° ► _ I . I NSTALL BRACKET AND SHAFT SUCH SECTION SECTION d- I I THAT THE WEIGHT OF THE SHAFT DOES ' ° _ NOT BEAR ON THE OPERAT I NG NUT. 0' II 8 24 " VALVE ACCESS MANHOLE 3 12 VALVE ACCESS M AN H OLE 4 VERT. PIPE SUP P DR T BRACKET 6 _ II_ I II — m) SCALE: HALF SCALE — SCALE. I /2 — I --0 SCALE. I /2 — I --0 0 0 o NOTICE PRO SHEET Mcs ���` PROF tiki!OL:::A DESIGNED ,� * urra mlt 1 n ,ssoc ates c Q �' '�' v, CITY OF TIGARD -' — DAK - ' MISCELLANEOUS WATERLINE DETAILS _ _ _ =_ — - _ Engineers/Plailners C— 13 DRAWN 3.0 MG CD IF THIS BAR DOES OREGON - - - - - -- / NOT MEASURE 1" M LH Sq,.), °P 15., 19�/w�` _ _ _ _ _ _ _ RESERVOIR NO. 2 I c�. _ _ _ 121 S, . Salmon, Suite 90o PIIONE 503 225 9010 o THEN NOT DRAWING SCALE CHECKED /./t VV i. �\ Portland, Ore on 97204 FAX 503_225_9022 I I C..J A R L) NO. DATE BY REVISION EXPIRES 6-30-09 PROJECT NO.: 03-0619.204 SCALE: AS SHOWN DATE: AUGUST 2007 17 of , ‘1111111■ ,„ ,±-t_iiii - ..----- _ !-1--IL - ..-- OUTSIDE PAVEMENT WITHIN PAVEMENT il __ -.,,..1•.,--111-- .'..-!:...'....,7-ll , .:. • . -,.1._ 1 --•11-i.k, -- - SAWCUT ---------"-- _. _ 7 'INN , ......•., •..,....- , -a \ SURFACING PROVIDE VALVE OPERATING 111.LIN 311141E111+: -11 _____:V.,',.:*. 3111111111 i ff-T \ z MATCH EXISTING MATERIAL 18" CAST IRON 910 BOX NUT EXTENSION SEE DETAIL W5 FINISH GRADE 18" CAST IRON 910 Mr' ,pill 'i. N - TOPSOIL I VALVE BOX TOP \ m OR AS I I MEM , le \ DIRECTED BASE MATERIAL / _, - w c=> 1 L PLUGGED TEE PLUGGED CROSS BEND PLUG OR CAP c". / LL Y al -I 0 -1- / 0 < _lit Alp. MEM d \ 0 , z ___, , y < Z 2' I co FINISHED GRADE N i.e. -.. 4_ i al • I_ - _ IL,-. .-, • I \ < ! I 0 u) D ''Z I CD` UI = >EE 2,1-0 z 5-'s tx <1.0 \CK 0 I ;. / - 00 11111111+111111 111111111111111; _ CI-I- [sr)C) Li-i M 0 iAr .-: :.. .. ... anis NIL < <7igia ' -■aN AWN '/-\L-/GO gar do, x < _ ...., 0‹...._. i a_ .-.:i:,..;*::...;•. ...:•;•::i .:*: •:''' \ tum co'-+-' 0.;:t (.2con _j / m ' Iu °c7WEI,4d mu \-r2n4OP Jur-n7)/-)°°4404 \ <w (nu) 0 --„, .....J cK < 0 - 1.7_4 .-.En.„--..: / 0 , \/ //•-` -,-- ,7 ' - /' -77, / \/ \/ \,/,,,,y 1" SCH. 80 STEEL PIPE SHAFT -a' 111 _1,•-= \cni--= <rx cn •-• LLI 2" SQ. OPER. NUT-----. ...m OR 1" SOLID STEEL ROD < -d° (I) F- F- I / LATERAL PLUGGED CROSS TEE Z 0 < -E.. < \ X/, LI o\ (.--)j m 7 HAND TAMP BACKFILL \\ _ ____ L ___/ AROUND TOP SECTION i \ / > -"I 1/8" MINIMUM CONCRETE THRUST BLOCK SCHEDULE U. I f;0,‘ ..._... , Z < \ ' / < . ...--------1/4" MAXIMUM CLEARANCE Lu QQ Ea i- m > = , . i FITTING( Qo (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) S.' I o --1 _ ... ,, „- 6" ASTM 3034 PIPE CLASS B BACKFILL iir 1 z V2'ELI I = BUTTERFLY VALVE lo IN- BOTTOM SECTION --'11- 1`-'-' --'..'''''.- _____ 90'BEND, TEE, OR SIZE (INCHES) PLUGGED CROSS 45' BEND 22 1/2' 11 1/4° BEND BEND TO BE USED UNDER cc D m Lu o 1 Lu (./) LL.1 Z D F- ENDS TO BE MJ ---- --NN,,, --f-- ROCK GUARD 1/4" STL. PLATE ROADWAYS = _ 4 01.9 01.3 -- -- c•NI 1-,J 0_ \ MOO LLI 41 TO BE 5 3/4" DIAMETER - > u.,- w W/HOLE IN CENTER TO 6 04.0 02.1 01.3 -- 1 ° U- CO 0 b)cj \ a_b CD - 10 ACCOMMODATE MOVEMENT 8 07.1 03.9 02.0 01.3 I < elk, \ 0._. < OF SHAFT 1 12 16.0 08.8 04.5 02.3 MIN ro . (d) SUPPORT COLLAR WELDED 16 28.4 15.5 08.0 04.0 12" AX ColliV 12" MAX i 2 1/2"x 2 1/2"x 3/8" LONG TO SHAFT 1 1-111 m`-1 o LOW \"/\/\/\ .1 \\/\,\. \/\ ' STEEL FLAT BAR 24 64.0 34.9 18.1 09.1 6" MIN BEDDING I z = 1.,1 BELOW OUTSIDE V 1 2 o < c.-i w 0 WOW /\ \ \ \/ - \ /\ BUTTERFLY VALVE TO -... ASTM 3034 PVC PIPE ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN OF PIPE BELL . Do-I ao (x NOTES: BE PRATT GROUNDHOG ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO . , s , 741, CD 0 3"x 3"x 3/8"x 2" LONG , .\\ ' GEAR OPERATOR BFV OR APPVD EQ COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING iiip So(1 u_i I o a_= STEEL SQUARE TUBE •,,,eatf )4fi•V/ - ,i- < 1) VALVE BOX NOT TO REST STRESSES USE THE FOLLOWING EQUATION: a.---... "<7. I 1-,-) ON OPERATING ASSEMBLY. _..... BEARING AREAS = (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABLE VALUE) / 2) OPERATING NUT EXTENSION ' NOTES: .. ,• REQUIRED WHEN VALVE NUT 1. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE I I SEE DETAIL NO. 561 IS DEEPER THAN 3 FEET 2. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. TRENCH FOUNDATION FROM FINISHED GRADE. W - --v,-- - 3. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. STABILIZATION, SEE DETAIL W5. '1 24" 4. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN AS REQUIRED ENCIRCLED ON THE PLANS : e.g. 15 INDICATES 15 SQUARE FEET BEARING 3) CENTER VALVE BOX ON AREA REQUIRED. NOTE: AXIS OF OPER. NUT. NOTE: 5. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS 1) EXTEND 2" NUT TO WITHIN 18" OF FINISH GRADE INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING 4) PROVIDE 24" SQUARE BY 4" THICK WHEN VALVE NUT IS DEEPER THAN 3 FEET FROM PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE OR TYPICAL ROAD PAVEMNET SECTION DRAWING, DETAIL 1 BELOW. CONCRETE PAD AROUND VALVE BOX L. 24" -.1 FINISHED GRADE SPECIAL PROVISIONS. OUTSIDE OF PAVED AREAS AS 6. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE 2. JOINTS TO BE TACK AND SANDED. SHOWN IN CONCRETE PAD DETAIL PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON CONCRETE PAD THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCKS ARE IN SQUARE 3. SAWCUT SHALL BE TACK COATED WITH BITUMINOUS ASPHALT EMULSION. FEET. APPROVED BY: NO SCALE I APPROVED BY: NO SCALE APPROVED BY: NO SCALE APPROVED BY: NO SCALE ENGINEERING DEPARTMENT TMEN T AGUSTIN P. DUENAS OTY ENGINEER TRENCH DWG. NO. ENGINEERING DEPARTMENT AGUSTIN P. DUENAS CITY ENGINEER TYPICAL BUTTERFLY DWG. NO. ENGINEERING DEPARTMENT AGUSTIN P. DUENAS CITY ENGINEER OPERATING NUT DWG. NO. ENGINEERING DEPARTMENT AGUSTIN P. DUENAS CITY ENGINEER STANDARD THRUST DWG. NO. /110/1000,,, 13125 S.W.HALL BLVD. //NAITO,6, 13125 S.W.HALL BLVD. kingfipplik 13125 S.W.HALL BLVD. Awithigfit, `.\ 13125 S.W.HAM.BLVD. ____,,, TIGARD.OREGON 97223 BACKFILL 180 ___,..tiLiclak TIGARD,OREGON 97223 IL&A TIGARD,OREGON 97223 _laticlak TIGARD,OREGON 97223 Fr ral:It:V27917 AUGUST 1998 VF°1:: &I ler= MARCH 1998 VALVE 504 valf. flg 21::117917 MARCH 1998 EXTENSION 505 WIT: Rai:384-911917 MARCH 1998 BLOCK 560 CITY OF TIGARD CITY OF 'TIGARD CITY OF TIGARD CITY OF TIGARD OREGON APPROVAL DATE OREGON APPROVAL DATE OREGON APPROVAL DATE OREGON APPROVAL DATE 18" CAST IRON 910 BOXES NOTES: FINISHED GRADE -. N161411111 3'-O" --'14 1 4" MAX. .. . STREET AREAS OUT OF STREET AREAS -MANHOLE DESIGN TO CONFORM WITH ASTM C-478 AND DRAWING NO. 010-SA °i:: . °• "4 .•0 0? >\ i . . hill 0 c.,4 0 . , 0 RESURFACING v" , 2" BRASS PLUG TYP GATE VALVE 1 1 , HAND TIGHT 6" PLUG MJ -\ • .(4 q .i, (SEE DETAIL NO. 503) , 2" ADAPTER COPPER 4 ,. tl -\ 1 SWEAT TO FIPT 6" 90° BEND MJ 4. Q / \ '■ \\/ STANDARD VALVE BOX 2" COPPER TUBING ,.....ri---,_ . .-c SEE DETAIL NO. 503 ' 4 4 s . • / c.) 11114-1YPICAL) / / • •e' . 6.1 6. a) .,, •; 1 p Alkw,. I-- , . _...---- 41 1 It ,411,/v CONCRETE PAD _ 1.. .r-L, 1'-6" MIN. / . / .0.. 48" • 4. ' 4 .i, • 4> . it . / CLASS A • (f) a ..:11- , , Iva Am*, Ic \/ / Q , p / • / .- <1. ENCAPSULATED 5" .' 4 1111111111111.031 9 11//:/ / BACKFILL LL c). • / .,. . 4112.- '1,.01*,,i.. 4014tilaitOr 2" ELL COPPER RUBBER GASKET . .v• I 4.• ___I / // CI . ,c)i,././ • , ;\ E__ 4 ,..._... • ...41,22:14.444einv. :. kolltomistiv SLIP \ ,\/' \'',? ' ' CLASS B D t) .4 . . .„ s ' 0 co)" /,‘4\ \ , , :<..\:ati, . -.1,-.-do...,.... ,-,--, / /, // s\ / 12' -7' . • / 1 /,'\ /\ . . / 0 , 15.: ,LS (f) > 0 * :o'f,\ . '\/\4, /. \. \'\ //'7// /\\_ /\ A ,• / 3/4"GRANULAR \ c> . q .//. ,• 4 • n- 0 ,, .4 , %;do. \ ' -.... „..,`• • • \ X BACKFILL //\./\/ 4 .i p• •7///. • / LL 0 . .. ..\,\\), / ,<\,/, ,/. _ x 6" TEE MJ x FW\ \ •/ 1 { .., . . 4. -/,,,,, si, 2" ADAPTER COPPER / ,i- 4 SWEAT TO MIPT ROTATED DOWN 45° ' / . <3 . / -/1/ \ PVC 4e.,•. • 1 / / A .5' .// . • / INTERCEPTOR 12"MINIMUM A TYPICAL STRADDLE BLOCK CONCRETE PIER BLOCK / LENGTH VARIES / I- 4. -----.. (SEE DETAIL NO. 561) 2 - 6" 7 //\ / ' 4 . •Q r/1/.//• \ 0.- PIPE FOR CONCRETE . - .4 • I..d E 2" TAPPED DIA. \ o 4 ' ..6.- 0 NOTE: TYTON JOINT PLUG OR .... .:... •: • / / < • • 1/1/. • / / • 4.- .t.' \ -c 1. THREADED BRASS PIPING M.J. CAP WITH MEGALUG •! '. 7 X. • / LL1 _...i SANDED ;/)- : - - ,I• .0 \ ' ;° PIPE . I. n -...__, BELL FITTING ' O.D. i- •i MAY BE USED IN PLACE OF RETAINER GLAND .. 1--m-- LENGTH --o■-- > \\//\//\/ ‹) .c) / / . // , .:..7.7.4.1. ______.4 (., .,, 7 ":\•- -\.-1 00 COPPER TUBING /.': .1 Alm ._. VARIES \. / < dl- V\N • 4 - Od PERMANENT / . . ' /.:: If \ ... - . - FAM -a t.. -1-- -- ......m..... , 1 lar::'-' \ /\ THRUST BLOCK Lu z 0 N 6" / / 4 s '`' 4 •i■, 4' / , ,c), . 4 4 <-3 • 4 S . / > PVC SANDED BELL ( LA--)'-'4.. 1'•-•' A •0 •Cl• *•-t,,• • ; . . • , •:i •, * .1.1 ,. ....-- \ \/ .o 4() - 4() •C) . / \\„„,,// . 6.,:-: 1 r-- 7 /:::.-..,.. ..,' ..... A.A111181111111. Mill / ui a. \\ 000 .. .9-, •i ja. .-:,.. .. ,9-. .,4 .., : ..4.• .5. . .1. 6 MIN. ,,0 o o■ 0 o „r) o 0 0 0 UNDISTURBED RETAINER GLANDS STREET PLUG OR / ' ''d 4---. .- - '1Ulialir'• 1 ... " .,,,:i4/2 \ a._--- I , 0/ // Q • (y/C). ,.. • • °0- 93°07e) °C3`7:)% 0 4:), r-r) EARTH (2) REQUIRED [EDGE OF PAVEMENT \ t7, I•- Id • . • . ., . g 0 8 s°00 86'0(?)°O ° 4 s 00 -e. '7> ..••='..., \ _._...>...., 7\, • , J ' 4 4( 4 4b.--'• 00 co 0°08°000 0 o o° ° 0 0 oo MJ GATE VALVE \ \ ,,imir \ L (±) i Q . 'P' ' ;' ‹) K OR NB AND - •**S7 0 8 o 0 0 0 0 08 Of,000 0000, - AND VALVE BOX ,\\, \s// \ \ \ E Ate 0 c, 0 0 0 000 8)0 oNo 6000 888% - COMPLETE A\vx;c07,-,- 0 • 4 4 9 STAINLESS INTERNAL " 4))00% 0 o o 0 0 0,0000 0 ,..., 0 0 1'-0" MIN. •e.. LI 4 . 4 9 . • '() • // STEEL BAND 0 , /,\., . . , \Y co 4” • it 4 . \\\ ■4 : NON-SHRINKING GROUT CONSTRUCT CHANNEL P. MEGALUG RETAINER 6" 90° BEND MJ - \/ .. • 'BE ai FOR CONCRETE PIPE AND SHELF IN FIELD (7) 1■11i,74111 minium LININI 6" 45° BEND FLG \\/ \/\\X\ ' 41111111111111111111ra ji 1 MIMING 111.11.111111.1 GLANDS (TYP.) INTERCEPT III ' \ \ /\ /\\/\\/\ ei 1 t. \ s 6" GATE VALVE MJ x FLG PIPE V-) -----1 ''\ \\'>/ 5 -4141E 2'+ NOM. O.D. -I' i 11 m ,... ...,, CONC. PIER BLOCK K /: BACKFILL IN STREET AREAS PIPE BASE 4 . . 4, . .A. U ••\./` 1 . IF S/W IS AGAINST CURB, FILL ROCK TO .41• : . r FLEXIBLE - - 1 . .v 2'-0" 18" BACK OF S/W 10' 0" CONNECTOR 0 MIN MIN 2. IF S/W IS NOT AGAINST CURB, FILL ROCK 2' di- BACK FROM CURB KORNSEAL BOOT o TEMPORARY c-N 0) 17.:-. 1 WASHINGTON COUNTY PIPE BEDDING AND °No 00.80800oz - APPROVED BY: NO SCALE APPROVED BY: NO SCALE ' '' ':--1- l-\,: DEPARTMENT OF LAND USE CO AGUSTIN P. DU ENAS AGUSTIN P. DUENAS P ENGINEERING DEPARTMENT 2" STANDARD ENGINEERING DEPARTMENT ' AND TRANSPORTATION BACKFILL DETAILS PRECAST CONCRETE DWG. NO. DWG. NO. CITY ENGINEER CITY ENGINEER kildhiii•i 4. 13125 S.W.NALL BLVD. 4,014100, 13125 S.W.HALL BLVD. 6" BLOWOFF MANHOLE BASE CleanWater cervices . I ) ,,„ TIGARD,OREGON 97223 BLOWOFF 570 TIGARD,OREGON 97223 REVISION DATE WASH. COUNTY NO. cp vaccP ROgi:=17 MARCH 1998 VF%1.P igg31:0:47917 MARCH 1998 571 M-406 CITY OF TIGARD CITY OF 'TIGARD OREGON APPROVAL DATE OREGON APPROVAL DATE .---,-..--,.-......................-....--....- DRAWING NO. 020-SA REVISED 03-05 Our commitment is clear. 0 1 < o NOTICE 0.0 PRO, SHEET / MCS • 1 d- ,_ lto I Nit* I& :==. _ Murray,Snutn&Associates Inc D DESIGNED CN 0 1/2 1 4.1.? 9 19195 + Vo CITY OF TIGARD .. if!!!!!: J DAK 41c r" q O) STANDARD WATERLINE DETAILS - DRAWN 11141040 Xs9 ==----- 1.------ ----=-- -31:- :::--------- ----- = Engineers/Planners .111 . 3.0 MG 550-FOOT C- I 4 (.0 IF THIS BAR DOES OREGON•\ -1. - - - - - - - . C) 1° ve/ /- NOT MEASURE 1" MLH 1/). 0' 15. 121 SI, Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 ._ - - V-) THEN DRAWING IS CHECKED 76, t - - - - - - 'H G A R I) EIN L. o - NOT TO SCALE Portland, Oregon 97204 FAX 503-225-9022 c..6 NO. DATE BY REVISION EXPIRES 6-30-09 PROJECT NO.: 03-0619.204 SCALE.. AS SHOWN I DATE.. AUGUST 2007 I 8 of 5'f .......i....fr _ - \ C, SW BULL MTN ROAD • \ \ \\ `i ;jti`' �"S'� , % .-:'.n� t\ `\ ll ` t 'i t= i ../ 1, / ,t / / /r /t \ 1" \ - TA I N ORIZONTAL•\ i, / f RE I INC NG WALL ': \ \ \ r ', ';• / / /'; / / SEE DET I SHT C- 18 CURVE DATA„ ,,` \ \ `\ :�:i%,5q ii i� 4 } \ - i `\ 1'l 1 1t; 1l 1 ; )/, / / /;; `Y / \ \ \ \ P�j 4+83.65• \ / / ,� i i/ �� \ FURNISH & ! NSTALL 20' GATE, PT- 7+22 ■ t `� / i l \ i SEE DET 5 SH T A US- 420 0.,”" •i , \`• \ � ~' �' \,' '` r r \ �` ,`,. ARC LENGTH 239.09` ', `"f%,. ; -� "� t ,,/ t �, �\ � \ END RETAINING WALL. o i �,= T A=\ �_ DEL 32 36 56 ASE T f`: PR P0S D 2C X80 \E - ci �.. i EQ STATION - Y,./ • I ! \ \ :� CHORD= 235.87' \ / / R1 +73=6+ 18, 38' LT \ 'ROPC)SED SID A.,_ ALIT, 'R- -- - - _ _ _ _ - \� r / �\ \\ � CHORD BEARING\ �\ \ \ -i'i \ S` E SRI' C-}. 1 FOR LAYOUT '" �,r r \ \ I \ \ _ i - SEE DET, I T C- �-._ _..._ /ter I c‘ ` \ : .4p l _ F: .,, -- - - ` - ,-- \ , / %` - „ :;4 REMOVE POLE , :w - T , . \ t z �- r , R I O F W A \ \ t! i ! ,,, ----- . ,„----- '\,‘,\ ' / / 11110-- 3,,,,A- - ')P-- '- PROPOSED EDGE H • , .( , \ ,. �:�.�•x:.�.x._F:.. � „ ,��, . CS 300 CURB �\ \ _ _ \'l►� - - \s,,,',,--; ---- --„4,.. k Y, SE D ,�, P 0 O , OF PAVEMENT i' 011143111111 ' �.. \ z T HIT. � G , • Eb STAT I ON ,_ � 0 , :.,•.>,,,,,,•:.,T,j.701..1.,,t,-.1, ..... 11 v. / . .•.•::::•:-• -.. . ..- c°1-‘ cl., ,9, ,........„.„---":"..__ _ ___ _0. ,,, \,,K ,s,_*: ,,,,,.\ .'''..— .. ,,.,„‘ .„ !. ,,..._,, . _ — y R0+00=4+33, 38 LT �■■ww■■■ ■�■■■../., , ,:,,,'?” =ALL.7.2..;N :'.-:,,'N. ,'.-,.,':'v::;,-,,,:- -t-,..,::#,,,, ,i;, ,,,,?:,..,,,, ,,:-,,,,,,,,,,.,, ■ ■w ► ■ ■ q N.: j$ , .i h , c ... , - .. 1. VII` I r i r S j ✓ "ice- • • � i;: t • ..,.. .....„- 7' W d I— REMOVE EXIST N _ ' - � PROPOSED PAVEMENT •- --- 6 0 CSC U CONC WALK OWNER TO RELOCATE n � �o N__ EX i S OP �° - -- -� S - -� E - - - - - C A S'N M =- E__ - _--•_ _ - ' .- - ; _ WIDENING �NA`R E A_ T Y P _ - _ , _, _ �C W WATEf METES3) ! o o o - - - - \^ - y W > ; cr ,� ; SAW CUT-& REMOVE NSTAL CB-CG-48 I `-� 4 i = W ; 2+00 I E� T ; a �. 4 3+0o �- ) II R1 N,I-NG WALL - - 1 I FT çFEXIST OP 4+0o �T _ I I ; - 1 - _ _ SEE DES, SHT C- 19 , 5+00 ,_ _ Q ` AT ! ON . ,'' , 1 RETAINING WALL.- �. �.+ 3�-5- "84, 37 LT N. T i VER I ZON TO !REMOVE t ;n OF OR l'G I NAL 40' R f W ' ` I �, _ oE.... �� _ SW BULL MT E STAT oN - , , = t, UTILITY POLlE TYP OF 3 cn : ; RD_ Q I �~ ��` REMOVE X I A PATH 0 '- - - cam, -- I 3 _ _ 14:2-2=5+6 - - _ ' `i w `. 16"W �? N V„R-1 - 7 LT_ ,___.- _ �" & EXIST CURB Q Q�ii i { _ — _ y o D \ : "i _-T - - - _ —\ \ \ \ _ LEFT OF CENTERLINE I N E--------O \ o \\ _ -----`" FULL ___ SUPERELEVAT 1 ON RELOCATE STREET - - - - - - - --..._.,_ - - - 4o0%/ � e =+4.0% SIGN BEHIND CURB VER I ZON TO REMOVE POLES STA 5+70 INSTALL 6" THK, 20' \ e 0„0.. ---° BEGIN CURB TAPER WIDE SW AT ACCESS \ 0% e=--2.0% . ''"� e =-2.0%,,,_ 0% \ \ ROAD \ REGULAR REGULAR \ \\ NOTES: CROSS SLOPE RIGHT OF CENTERLINE CROSS SLOPE I . SEE SHEET G-4 FOR EROSION CONTROL NOTES. - I 0% 3+34= 4+83= - 10% P TAM BEGIN TRANSITION TO BEGIN FULL \ \ 2. SEE SHEET C- 17 FOR ROADWAY SECT ! ONS. FULL SUPERELEVAT I ON SUPERELEVAT LON SCALE: I =20 T RANS I T I ON FR OM S UP ER ELEVAT I ON 3. VERTICAL AND HORIZONTAL CURVE DATA I S FOR EXISTING ROADWAY CENTERLINE PROV ! DED BY OTHERS. TO REGULAR CROSS SLOP E SCALE: NTS , U_ 1 Er Li > 0 o 150' VC 163' VC U 550' VC 570 + "" "��" 570 co o PV I STA=3+ 12 LOW PT STA=4+74 = - HIGH PT STA=6+ 12 PV 1 EL=557.4 LOW PT EL=552.2 f o N H 1 GH PT EL=553.4 Q --___ N A.D.=4.0 PV I STA=3+63 r. (I) + N PV I STA=7+96 .. .. I— `- > K=37.2 PV I EL=556.9 N o 'I' PV I EL=556.9 ��'`_ E W A.D.=5.3 J 11 _ N II A.D.=-9.2 565 W K=30.8 < } - n rn EZ W K=60.0 < 565 W PROPOSED GRADE AT NORTH GUTTER W z Zz: EXIST GRADE AT RIGHT-OF WAY II _ x W o 0 i" °~'`�.,, _� EX I ST GRADE AT SOUTH GUTTER -co ,-- W z'In w iir 56 0 _J `*`" �.- ` o • I-- N cn Li z 560 ``r'. T `� -EXIST GRADE AT NORTH GUTTER — Ix F- a. I..- �'Li j I- `'` -..- -`` ----- --...... . `fi < II z � z O t� to T V)LLI T555 '`'-`�.:_—` --- ____ - - U 555 oo _._ ... Q C) __ aim I 0 z STA 4+49, 28'+/- LT 10„ z 550 - ° °_ 1 N STALL CB o o 550 . zQ RIM=5512 JQ = La °- � I OUT I0"=547.4 0 � Dw t? + PO - u SEE DET, SHT C- 19 t- 1-'- w = 545 '4) z p PLACE CB AT LOW POINT d- z � 545 0 1- f CHORD W/ ENG I NEER Q W � d �' ~ �' 150' TRANSITION TO SUPERELEVAT I ON FULL SUPERELEVAT ION o - - ...,_.,, _ _ N 0) - co I +40 1 +60 I +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 o ,,,-) PROF I LE ( STA I + 40 TO STA 6 + 60) o SCALE: I H= 20' HOR I Z, I "= 5' VERT 0 Q SHEET T NOTICE M CS �� PROteJr► lLiiO DESIGNED l_ � f..0.�o T CITY OF TIGARD HALF STREET IMPROVEMENTS C."."1. I 5 ( — 1 HCM =DRAWN ''''''' - .1L s 3.0 M G 550 FOOT IF THBAR DOES STA 1 +4� TO STA 6+60 o OREGON — NOT MEASURE 1" MLH - `eii y 15, X9°'1 r� — _ — _ �. _ :_ 121 S.W. Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 .,-- o A 7/25/07 MLH REVISED FOR COUNTY COMMENTS • THEN NOT TOASCALE S CHECKED T'/ 1. �\c) - — Portland, Oregon 97204 FAX 503-225-9022 T I A R D tW N0. DATE BY REVISION EXPIRES 6-30-09 PROJECT NO.: 03-0619.204 SCALE: AS SHOWN DATE: AUGUST 2007 19 of 54 / PROPOSED •S-300 CURB &STA 7+23\ 21 '_,,L,,,Tti,w\\\\\\\ BULL NMTN RD,,, \ / END EOP TAPER MATCH EXIST CURB it )(air X \ ._-:---,__ \ CD ir41-4-1"rk -- ------,x_ x _x ____x . :7---- 0 -0 .....-- _ \ gst- + ci ..._... (0 + r • -r;) II __ _ , , / /,. ..„ ,,\\,...,___,...____.- , - ,, ,,, ----- ,,, \\‘‘ 7 \ 7 , ---- c . , RVW , — ---- \ - -7- / N \ . \ P • < „,, N, , — — — \ -a .(2 f.,.. c---- .--- N ;_), _ \ \ r"' CN1 / , N. (--) \ \ „ \ __- i.'\ \ \ , , F-- '2 f) „..,, , \ t.,OF ORIGINAL 40\ R‘/WI- - \ \ . , \ .. __ - \ +00 \ \ \ , sl+00 ; \ LAJ — ____ ____ - — --,-. — \ , _ , ,_.: Ld I t- )I — \ \ I\ — '. 1--'-'7 -C,41`, , I ',.- ' I ; r„ — \ "I ± (T) LU LJJ — ---,---- — —12"W — ER74-707-E-70; -PI Af;"-VE-M ---:- ---17S7-717-77. : 8-:_ii°°•'±- - 1 -1\- —±----- - - ----- , w LLI 8 W :BULL MTN RD ''''\ EXIST DGE OF PAY/EMENT\", — LL, v) 27: I TO MATCH -PROPOSED 3 \ I , . , . Z OF ,C5R-1--G„) N AL 40' R/W '• • . ,„ - _ ____..,___ _ , \ 1 . ___. . -- -- _..„ \ - - - ' - ' R/w '_ , (&l m 0 --- _. \ • \\ ' - -.. . II IT F".. 44:r ‘" < - -- - - M -_:____ - - - - - - __ _ - - --- \ \ NOTES: 1 I \ I . SEE SHEET G-4 FOR EROSION CONTROL NOTES. \\\ PLAN PLAN , I SCALE: I H=20' SCALE: I H=201 1 585 o co 550' VC 580 ----:::- -------- ---„ . rim ,.. : . — a — , A 560 \ \ 560 ----.., + ' 111G11 PT STA=6+ 12 CO HIGH PT L=553.4 -._ j-EX I ST GRADE AT SOUTH GUTTER - PV I STA=7+96 --._ < PV I EL=556.9 ° -c ___..- --.,,-,..,, -, EX ST GRADE AT NORTH GUTTER 0 •Ct- 12 F- EX I4-T GRADE A T SOUTH GUTTER 575 --.., + 555 I a 555 K-60.0 -_, _____ 111.1.-.... (y) w ...---7--....- , ---___ 4ti , Z II --- -- - 5 — , _.,._ -_____._ ---- , --. --, 570 550 (1) - 550 --. 1-) 70 , ......„ ----., -... -, -.... ■ ......— C.0 - w Si: 0 EXIST GRADE AT R I GHT-OF-WAY Z ' F- 0 ......, w < EXIST GRADE AT NORTH GUTTER i j j 565 _ _i w 565 545 m 545 cy, -0 I _ PROPOSED GRADE AT NORTH GUTTER Lf3 0 I I— CD 560 5 560 ..Z o FULL SUPERELEVA I ON \/\-----1- -,1- c) eN cp cc) -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 I +00 I +20 I +40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 0 PROF I LE ( STA 0+ 00 TO STA 1 + 40) PROF I LE ( STA 6 + 60 TO STA 8+ 60) , 0 SCALE: I Il= 20' HOR I Z, I u= 5' VERT SCALE: I H= 20 HOR I Z, I Il= 5' VERT cD , SHEET U NOTICE f_01) PROF mos N. HALF STREET IMPROVEMENTS ,i- ,_ „tto iNt4, .ft„ =.---- :_-- — Murraykith&Assodates,Inc CD DESIGNED c-NI 0 1/2 1 4.1? 1) 191% 11' Ire . CIITY OF TIGARD - I . 1 HCM g= r-• 111 IIII STA 0+00 TO STA 1 +40 C- I 6 0-) , . DRAWN *MAX WI -77-1- 1 II- --1:-L L-1:- 7.------- ---7------- Engineers/Planners . . , 3.0 MG 550-FOOT Lc. IF THIS BAR DOES OREGON y 0 .--- NOT MEASURE 1" 15, \ .k.,<.<' - - _ _ _ -_-------_ 121 S.W. Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO, 2 STA 6+60 TO STA 8+60 ho THEN DRAWING IS CHECKED 7/levv L. 0c) TIGARD o NOT TO SCALE Portland, Oregon 97204 FAX 503-225-9022 - 20 of 64 (.„; NO. DATE BY REVISION EXPIRES 6-30-09 PROJECT NO.: 03-0619.204 SCALE: AS SHOWN DATE: AUGUST 2007 - .... , a_ o I APPROX Q. OF EX I ST ROAD APPROX Q_ OF EX I ST ROAD a ; ; , w 0 CL. a_ Lu i w o o v) Lu o w APPROX OF EXIST ROAD v) : o_ APPROX OF EXIST ROAD FINISH GRADE a_ FINISH GRADE Lu a_ 0 (r) w 570 0Cw(f1--)1 I / 570 565 - i 565 560 / -_ EX I ST GR ADE 560 560 "1 "- - - -- ,! ! A 1 560 F 1 N I SH GRADE - I F I N 1 SH GRADE r E Sr GRADE , C EX I ST GRADE , : \ , 0 x i \ - , , 565 565 560 560 555 v - 555 555 - - 555 \ MATCH - MATCH EX I ST . , , . : MATCH EX I Sf 1 , , . , 560 , 560 555 ' ' 555 550 ' ' ' 550 550 . ' 550 -0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40 -0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40 -0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40 -0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40 STA 2+ 00 STA 2+ 50 STA 3+ 00 STA 3+ 50 SCALE: I "=20' HOR; I "=5' VER 'SCALE: 1 '1=20' HOR; 111=5' VER ' SCALE: I "=20' HOR; 111=5' VER SCALE: I "=20' HOR; 111=5' VER FINISH I N I SH GRADE / a_ APPROX Q._ OF EXIST ROAD -FINISH GRADE 565 565 560 a. 560 o a_ fr__------APPROX Q.. OF EX I ST ROAD o w 0._ w o o APPROX Q. on EX I ST ROAD 0 w EXIST GRADE o w [ EXIST GRADE I APPROX Q.. OF EXIST ROAD - w 1- I w v) a_ I v) ___x. 0 cn 0 560 FINISH GRI DE Eazi 25-\\ 560 560 o 560 555 1 0- x 555 555 Y ei._ _— 1 -'-,■' 555 w 1 2 w - -- -- - y 2 >< --- w _ 0 0 o _.1- - - _ w 1- w Lu _ _ - v) 0 v) _ o - o 1- I I I a_ x "-EXIST GRADE a. v) EXIST I ST GRADE / / 0 1-1-1 Eir / - \ \__ 1 811 555 555 x 0 - 555 550 550 550 / 550 555 cL 1 / MATCH EXIST / MA-CH EXIST a_ 1 cl- Ld _ _ - / / „ _ - - F I N I SH GRADE / -- I I---7-,--_,, \--- - - - - / , -- -1 -- -1 _-- , FINISH FIN GRADE / - - MATCH EXIST 550 _ - - 550 550 MATCH EX I ST 550 545 545 _ _ - - 7 __ .,-;...... ,/..- 545 545 545 545 540 , 540 540 540 -0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40 -0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40 -0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40 -0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40 0+60 STA 4+ 00 STA 4-1- 50 STA 5+ 00 STA 5+ 50 SCALE: 1 "=201 HOR; 1 '1=5' VER ' SCALE: 1 '1=20' HOR; 1 '1=5' VER SCALE: I "=20' HOR; I "=5' VER SCALE: I "=20 NOR; 111=5' VER APPROX Q_ OF EX I ST ROAD-\ R/W OF EXIST ROAD c_. OF EXIST ROAD 560 I a 560 -.. 371-0" R/W I 37 -0" I ST GRADE 0 a_ EX LI 6" 6'-O" 51-6" 25'-0" -. I H z w o 6" 61-0" 51-6" 25 -0" o ..- -.al N.—.44 0 L 4'1 b-I SIDEWALK PLANTER i- v) I-- 171—6""V- SIDEWALK PLANTER < — 555 i 0 v) I STR I P -... ...- 17 -6"'V- > AND I L-0" I AND Lu CURB ...rv--CUT & REMOVE I 1 OF EX I ST PAVEMENT, I Ch I 1-0" CURB ... ..... 7,---CUT & REMOVE I ' OF EXIST ST PAVEMENT, Lu a_ REPLACE PAVEMENT SECT I ON a_ I REPLACE PAVEMENT SECTION r--. 1 / 2. EXIST EDGE N. I D 8r // ,• / Ad OF PAVEMENT " EX I ST PAVEMENT CROWN ?: / A, EXIST EDGE r:r3 _ 550 - Y A am v 550 $: ''41A- #\* -,.,. 2% 2.50% -/- 17- .%.iii„:1 OF PAVEMENT VARIES 7-EX I ST PAVEMENT ,,, ,i- 2% 2.50%-5.00% r-, .,„0-1_..,. i..,..,....i a,i 1 m,m,i,., Nati- Kcsswww<w: _,..t-- n4k,. - z -...."---- - / .,,ii(V•ws:1014:www,WWWWSSA Iwo — — — , . ... . . I-) z . ..,,.*, ,e A •..„;.% 0. 4M — — — — _ #0,:tv. .*-..../\/:N.WWWW>WWWW4,24.111.111 ,.............;.......; 0= = = = .-- ,a.i. .. . -752.°cc;a% 0.,4 / ..,koi M'e°.° ,/-°?*•*.s '' 91N1 . .6 o. *c)° . ° 0 SOO / •Vpo, AV4. ° ° 0 .°4 4t ea.° 0 ,. . - 545 , 545 VP*A1 k*"Vr w,s ,w ,,,,,,,,,,...„,../, r.-- , - 1)/2" CLASS IC1 AC OVER ,/,V.e:e e e CONC S I DEWALK PEFR IY2" CLASS 'CI AC OVER 4" CLASS 1B1 AC OVER CONC SIDEWALK PER C-) WASHINGTON COUNTY 4" CLASS 1B' AC OVER . 0) DETAIL NO. CS-305 2" (3/411-0") CRUSHED ROCK OVER WASH I NGTON COUNTY DETAIL NO. CS-305 2" (34'1-0") CRUSHED ROCK OVER ' 540 540 CURB & GUTTER 12" ( IY211-0") AGGREGATE BASE OVER 12 ( I) 11-011) AGGREGATE BASE OVER tri COMPACTED SUBGRADE (OR MATCH EX I ST I NG CURB & GUTTER -0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40.) SECTION, WHICHEVER IS GREATER.)1 SECT I ON, WHICHEVER I GREATER.) COMPACTED SUBGRADE (OR MATCH EXISTING C) i o STA 6 + 00 0 i SCALE: I "=201 HOR; 1 '1=5' VER NOTE: V I EWED I N D I RECT I ON OF I NCREAS I NG STAT I ON I NG. NOTE: V I EWED I N D I RECT I ON OF I NCREAS I NG STAT I ON I NG. -ci- CD CN I NOTE: STA 1 +94 TO STA 3+00 CROWN SECT I ON STA 3+00 TO STA 6+20 SUPER ELEVAT 1 ON 2-2 I . TYP I CAL WALL SECT I ONS VIEWED I N DIRECTION OF BULL MOUNTA I N ROAD — HALF STREET SECT 1 ON 0 BULL MOUNTA I N ROAD — HALF STREET SECT 1 ON 4111 8 I NCREAS I NG STAT I ON I NG. I SCALE: NTS SCALE: NTS N) o c) , 111111111111■11 SHEET C.) NOTICE ,,vt0 PRO, mcs - ,_ Ni.,,e,1 N.44, (i& ;---±— _ Murraykith&Assodates,Inc. DESIGNED 0 1/2 1 tr, l' 19195 4 TIP CITY OF TIGARD 611. 1.11.1.1 HCM r- 111 um ROADWAY SECTIONS AND DETAILS C— I 7 cy, iveig,.., e I Engineers/Planners . . 3.0 MG 550-FOOT DRAWN • la Co IF THIS BAR DOES OREGON / NOT MEASURE 1" MLH . ‘Y 1 5, Ns Nkf<' L-7 = = — — = -"-"-_-_" 121 S. Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 ho THEN DRAWING IS CHECKED j'il W L. Portland,, „ „,„„, TIGARD NOT TO SCALE .........■■=1 Foruana, uregon t 4 4 FAX 503-225-9022 ..-- 21 of 54 NO. DATE BY ' REVISION EXPIRES 6-30-09 PROJECT NO.: 03-0619.204 SCALE: AS SHOWN DATE: AUGUST 2007 c.D , R/W 128' EXISTING 20' WIDE ROADWAY- 3'-6�� 6'-0" 560 -- I- 30 560 PROPOSED z w - SIDEWALK TOP EL 552.5' I 550 4r AV����i�Arirr .���������.V Air���.�i��.���/.�������i���.���.�i������.��i�Ar AI Iv Ar c) PLANTER TER STRIP & CURB & GUTTTER I 550 Z -_.. 6 MIN _. At - � - .. 0 PROPOSED EDGE STA RO 16 EXIST SURFACE ELEVATION .__I 2% SLP OF PAVEMENT EL=546.I WALL t ONTROL L i NE !_ 540 - 540 < I :A tr7ZWr*Ww' Wc. R0+00 R0+ I 0 R0+20 R0+30 R0+40 R0+50 R0+60 R0+70 R0+80 R0+90 R 1 +00 R 1 + I 0 R I +20 R I +30 R I +40 R I +50 R I +60 R 1 +70 R I +80 "KEYSTONE" RETAINING �t�<,,�� ,,t..., .. , .. .�:.. ' .iii! ♦1 o-„ �i�r�s`•`s�r� r* �t,IT�/,� /G ..• .. 1��,•,�ut�.�=d•�:`.v.�ill�,.ham v��•���'�`v4'�` vn• •' ••• .• . • WALL OR AP VD EQL (WALL g :'./., .`��`Dy�`!i`�yi`�`'r�`4`�`�`D :., •. -. • •,,,-0 ;t„*,,1 `. ♦ ♦111, . ..•t.••; .. HEIGHT VAR I ES} -���� ,4,14:441.40p44.: ,a,x, /- GEOGRID AS REVD, TYP AR-r4, D1r�° 1✓ -0 ® '� ' ' NOTES: 11'” I . RETAINING WALL LAYOUT BASED ON RETAINING WALL CONTROL LINE STATIONING, SEE SHEET C- 15. STRUCTURAL REVIEWCOMPLETE ��!i1. : :�� 3/4 —0 CR STRUCTURAL FILL AS REQ'D 2. WALL CONTROL L f NE REPRESENTS APPROXIMATE PERMIT#,�jvP7 't dt34 3 - ���' GROUND ELEVAT 1 ON, NOT BASE OF WALL ELEVATION. �������` I NSTALL BOTTOM OF WALL AT M I N I MUM OF 18 1 NCHES BELOW EX I ST I NG GROUND SURFACE. > ��',�� ,=III- PER SPECS SLP VARIES VW: -)11- DATE �� � � BY. y , ' ; . �. .�������� -� ������� y�w�s MILLER CONSULTING ENGINEERS s��■��r ,j'�.G�:���!r��!��� 1 �' � G ` '•!� , , 4 PERF HDPE DRAIN PIPE .�: *,e,r A4ri4D,�✓r��OD*!'ri•..e.e ! D.-._. -i `�. %,o,��� �� z ,, .,,�, •r W/ADS DRAIN GUARD OR - A\ . . - -.,.,,,;K; ;4: -4.4 AP P V D EQ, SLP= I % M I N �' `�: titer ff rrr�� f FENCE NOTES: 6" MIN POST* BULL MOUNTA I N ROAD RETA I N 1 NC BALL ELEVATION (111 ® I . NOT USED. SCALE: I "= I 0' HOR I Z, I "= I 0' VERT 2. COORD I NATE WALL CONTROL L I NE HOR I ZONTAL AL 1 GNMENT W I TH WALL BATTER AND BLOCK SET POSITION OF D I MENS I ONS TO MA I NTA I N 6 I NCHES BETWEEN BACK OF S I DEWALK AND BACK OF BLOCK WALL. SLEEVE IMMEDIATELY BEHIND TOPMOST GEOGR I D DEPTH AND LENGTH FOR VARIOUS WALL HEIGHTS SRW UNIT SLEEVE-- I TTM 1224R ® i 2"0 x 24" DEEP HE I GHT FROM BOTTOM OF WALL CAP UNIT LAYER 4' WALL 6' WALL 8` WALL 1 IF F I LL SLEEVE W I TH CUT THE GEOGR I D AROUND THE 3 - 5.33' 7.33' 1 :.....*': CONCRETE, SET TM SLEEVE-- I T SYSTEM 2 3.33' 2.67' 4.67' III' ��.t..' FENCE POST AS NECESSARY I 0.6 7' 0.67' 2.00' X n ►. •:-® SRW UNIT COMPACT TO 95% MDD 'L PER ASTM D698 I CHT BLOCK RETA ** .ti STRA I N I WALL DETA I L � . # } REINFORCED 3/8'1= ' = -f=' BACKF I LL ZONE GEOGR I D �iTi4��•�T�7i1 SCALE: I -0 C-- 15 -:---,,q, *FENC I NG SYSTEMS APPROVED FOR USE W I TH SLEEVE- I TTMI 224R ARE L I M I TED TO THE FOLLOWING HEIGHTS: CHA I NL INK-UP TO 8-FT, PR I VACY-UP TO 6-FT (WOODEN, PVC, METAL). POST SIZE 4"x4" MAX. FENCE POST DETA I L 0 BRACE POSTS SCALE: NTS r-, LINE POST • • l o—o '� VARIES OC MAX -" N. o TERMINAL END, GATE OR CORNER POST TW I STED AND BARBED SELVAGE [FULL POST BRACE POST TOP HINGE �• ,�•-� ( 180° _ _ _ �,,.,J •i I�r���Jr��-f ��-�i.\�►`� ��I� w.►r 1.O_ �i.��,�iINV MI I/.►����'r����i ►�■i� ►�� �- ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ �r r' t• ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ` r �!iiiiii iii�0i• ii i• iii►- iiiii�l �►•iiiii ;•;��,►• S W 1 N G ;_-::. a r-- _..._._._-___-_._._.___.�-_.� ,�..__._._._. ..._________ TOP RA I L ♦♦♦�/♦ ♦�►♦ ♦� ► ♦♦♦♦♦11 I►♦♦♦♦♦ TOP RAIL ♦♦♦401♦ ♦♦♦♦♦II ,♦♦♦ CHAIN LINK FABRIC i. ♦ ,♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ice♦ ♦♦♦♦♦ co I i iA♦�♦♦♦♦ ♦♦���♦ ♦�/�♦ ♦♦�/�♦ SLEEVES ♦♦♦♦♦♦♦♦�, I ♦♦�'�♦♦♦♦♦ ♦♦�►�♦ ♦♦♦♦♦♦♦♦j►41 I►♦♦�'� •. A I/♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦� ►♦♦�I i►♦♦♦♦♦ FABR I C BAND ♦♦♦/►♦ ♦/►♦ ♦4/♦ ♦♦♦♦♦ :♦♦♦♦♦ ♦♦��►♦ ♦♦�►♦♦--- j♦♦♦♦��♦♦♦♦♦♦♦♦♦♦♦��♦♦♦�` ►♦♦♦♦�G,♦♦♦♦♦♦♦♦♦♦♦��i♦♦♦♦ ■ ♦♦♦♦♦ ♦♦♦ ♦♦♦�►♦ ♦/►♦ ♦�1♦ ♦♦♦♦♦I 4" STRETCHER BAR ♦♦'4►♦ ♦♦♦♦♦' 't♦♦♦♦♦��♦�♦♦♦♦♦♦♦ter►♦♦♦♦♦�1 i♦♦♦♦♦��♦♦♦♦♦♦♦♦,,��♦♦♦♦�� ►♦♦♦♦♦ �, ��♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦�/�♦ ♦�/�♦ ♦♦�'�♦ CHAIN LINK FABRIC ♦♦♦♦♦♦♦♦♦�� I aW ♦♦♦j♦j��j ♦♦♦♦♦♦♦♦♦�I �;►♦♦♦♦♦♦ . 41_►♦♦♦♦♦��►,♦♦♦♦��,,�1♦♦♦♦♦4I I ♦♦♦♦♦ 40 iji �!��!:�!�! ♦�i�i ►�♦ ♦�/�♦ - ♦♦�/��, ��i�i�����Aim. ����i�►►♦ ���������A j♦j♦j♦j♦j♦j♦♦�'j�j!��%,�♦ FA B R I S♦j�1 S T R E T CH E'♦�s�'i• ♦ ♦♦4I ��♦���♦,i►�� - 00 III- WV".∎111∎4 ♦ ♦/►♦ 1. . .. . .. .A1 • -"v.'''.10 10 ♦♦♦♦♦= ... �♦♦♦♦♦♦♦♦♦♦♦♦�♦ice♦♦♦♦♦♦��., ♦♦ ' _�♦BAR ♦♦♦♦♦♦♦�♦♦♦♦♦♦���. ROD ♦♦♦♦♦�_ IF^'" Q ♦♦♦♦ ♦♦♦�/♦ ♦/►♦ ♦�/.♦ BRACE RAIL ♦♦♦♦♦♦♦�� I�♦♦♦♦♦♦♦♦ ♦♦♦♦♦�►�♦ ♦j♦j♦j♦j♦j� i♦♦♦♦♦♦'�.♦♦♦♦♦♦���♦♦♦♦♦ ,� i♦♦♦♦♦♦,�.♦♦♦♦♦♦♦�� ♦♦♦ 4� ��♦♦♦j♦♦♦j♦ >•♦♦♦ /♦ ♦/■ ♦ ♦ /♦ ♦♦♦1♦ ♦♦♦♦♦ ♦♦' 4►♦ ♦♦♦♦♦ ♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦��♦♦♦♦ 4 -4 41 i c) Ill �► ' TENS .►♦♦♦♦/1 I ,. 4 W.W ;/♦�� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦�,.� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�'-- 1 WAS• o ♦♦�,.♦ ♦♦♦�►♦ ♦1►♦ ♦�1♦ ♦♦♦♦' '♦♦♦� TRUSS R 0 D ♦♦� ♦ %•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦,�♦♦♦♦♦♦♦♦♦♦���, .. _ ..♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��! � ,, ����♦�♦� - TRUSS ROD ♦♦���♦ ♦�/�♦ ♦♦4/.♦ WIRE ♦��♦`'♦'!►i��� ;��i�`�'1►�♦ ♦♦♦♦♦���♦ ,�����♦♦�I ���♦♦♦♦♦♦�♦�♦�♦i♦�♦�♦�♦�♦�♦�♦�♦�♦�♦��` ���♦♦ ♦♦ �♦��♦�♦�♦��♦������♦�4` 1 ♦♦♦�♦,�♦ ,k,,,,,,:<<\,<<N,,,,\,\\.....\\/,,,,/,p r i-;..\..,,,,,:<„„\K,,..ss K 0,..,<:,.\-..<,\K,,,,,K,.„\\K,,,K.\\\<,x\\K,-v-....\K,,s\-.<,\-...<,\v/K-,,.../<„,:i;;.:,11::;..f:,.,..,..--...<s,,,/! • / % %.: i > ::: :��i .;..-:'� !/ \/ I /\ ''\ i 2" ROUND SECTION � < - \: \ TW I STED & - / - -\ .: /\ NOTES: \ �� ..,/ , .,\,•o co , y\ BARBED ,\ • \ ,\\ /� \� .:�,�/\� \\,.; ;,• /� BOTTOM , '..,/ ��/�i/��/�i. // /, ' •*,'.. SELVAGE 7 /� /\ /< _ /�' •, %\ /� I . USE AS NECESSARY TO ..,.. • /� H I NGE I � �` ' . / - i�' /i. i /i . i� 2 `::" ,� :..'.> \/:• '`:' ( \/. ∎ 12 ROUND SECTION ON / \� o ,\� �,,/\ ,\ • ::.�� \�:. ::��� REPLACE DAMAGED OR � ': .?.:•% SWING} i /i 12 ROUND SECT I ON o �, _ �� �� ::�� r\<, :- :� /� REMOVED SECTIONS OF FENCE. ��::=:,.=:�• /< j : �- /' `7-''1:f.. / cL 2. HEIGHT VARIES FROM 4' TO 12" CHAIN LINK FENCE 4 6'. _ CHAIN LINK SECURITY GATE o SCALE: NTS - SCALE: NTS U 0 Q o SHEET NOTICE MCS li� PR Ff IJi1 =h DESIGNED '� �' Murray,Sniith&Assodates,Iflc. CITY OF TIGARD RESERVOIR RETAINING WALL .,--- — H CM —DRAWN �a ��, E utIA n sneers aners : . n�! -F E C 18 3 G 55� GO ELEVATION AND DETAIL I H1 BAR DOES - - —- ,-- NOT MEASURE 1" MLH9>.�G�r t5, �9°'1� _ - - _ = - - THEN DRAWING IS r G — _ — 121 SI Salmon, Suite 900 PHONE 503 225 9010 RESERVOIR NO.. 2 0 ® 1 0/03/07 MLH ISSUED FOR CONSTRUCTION -- CONFORMED SET NOT TO SCALE CHECKED yEW L. N� Portland, Oregon 97204 FAX 503-225-9022 1 1 �1 A R I) 6 NO. DATE BY REVISION EXPIRES 6-30-09 PROJECT NO.: 03--0619.204 I SCALE: AS SHOWN f DATE: AUGUST 2007 22 of 54 PRE-CAST 44." CONICAL PRE-CAST l' CONICAL SLOPE SHELF DETAIL B "I NOTES: HOLES(21 SANITARY HOLES Oa) STORM WATERTIGHT MANHOLE RING 3-BOLT DOWN COVER g NOTES: AS REQUIRED �;�'- t. ALL STEPS SHALL CONE©RM TC) THE COVER ONLY COVER ONLY 1. ALL JOINTS AND RUBBER GASKETS SHALL „gala al CONFT]RM To THE REQUIREMENTS OF RU56ER GASKET B �"�� B 'al...- . It of ASTM c-+7& SEE BOLT-DOWN " i•!•• 2. MANHOLE STEPS MUST BE TIGHT AND ASTM C-#�33. MIN. 8 '� -- DETAIL 2. ALL MANHOLE SECTIONS SHALL CONFORM FLAT TOP Ma •, •� = FIRMLY ES 'WIT EO __.1 y,.4. 3 ALL STEPS WITtNN A 1#ANHOLE SHALL i ::- •�TO c !:! HtRD E REENTS OF ASTM C-4? BE OF THE SAME DESIGN. TYPE• AND ANPPLIPROVISIONS OF STANC3P TI O N A L) ' =IE' _ , ,; A `.f// 2 B B MANHOLE, ZE» CHED STEPS"3. STE t 1 +. 1...•:4 ---•M.• 0+���1-11'8" h�1 m Els4" t�lA. r MANHOLE •� .!t•�► +I Fri •A O �t /1111111■11. 1 � ZB, ` STEP � � � 1 I' 1 F/ fr . 10 3/4" kIIIICIII"•ALL MANHOLE SECTIONS SHALL CONFORM 12" • {. x f ••.r '� z f y` TO.- THE REQUIREMENTS OF ASTM C-478 AND •AY:7-.14 • -' •, •• tom' Ea APPLICABLE PROVISIONS OF STD. DRAWING NO. MO �,;�-_'r ;-.• �• Cf j RUBBER GASKET �I ! " •- 10 NUL WITH STApYV1�55 'StEEL IOSE14 j*• 4 .'b. 12' 'r 24 3 4' ' I ONLY ONE DROP ALLOWED PER CLAMP OR STitW.E�.,'S5 PER LINO MO �✓ „r,,,r 4•t•• "t _ RUBBER GASKET FLAT TOP . - REINFORCEMENT MANHOLE ma ARE OF r W c� �4. .-. A • M 28 7/d '.•• COPOLYMER POLYPROPYLENE PLASTIC 14"-3/4° OR •STANDARD MANHOLE FLAT TOP t3Q" DIA. CABLE OR CHAIN �" •#; • `, �, :� ,,J •�' �1�11 Tla►RY STORM 2.�«�..�� .: o �l�IIFJ.Ff/Ff%_ in F .i II REINFORCEMENT Er ~ • •• ••• .1", ','� FASTENED AT a•• 1/2 GRADE 60 REINFORCEMENT f a .� i• �. .��l. • - 24-3 4 f -A SAME ELEVATION :1, .•,../1.,,,:.!• :•i . . • •u. •A•'= •• f BAR AROUND AS FIRST STEP •� v,•� - ' ''•�.'±; +' ._.�.� j ∎ 1/2" #6 OUTSIDE OF OPENING •>• •2.74 518" r•'" SECTION B-B #6 DIAGONALS BOTH SIDES OF OPENING •."; ,�, . �-•--13� CC, Mr. /.�'fffZtf/.�fri J',/iifi!/f/ rf��rE�it�l�''/r p i ,,� _ /, f �'��/ ,,,, 23• SEE is 6" DEFLECTION i't): 3-3 FOR �� f Ed.G. BOTH WAYS aQ 3j4 BOLT DOWN i• I PLATE + •• 'A'• t a DETAIL lb: •.•••�•'•*eV,. •.. DETAIL B I PLASTIC SAFETY STEP F I a ▪ ,,.W .; .; ,,., - (DETAIL C� w . { .t SECTION A-A NOTE; • . ;•..: '�• A A PARTITION 8--8-5/8 •s; ---., " 27» ° WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND COVER SHALL BE USED IN ALL EASEMENT AND OFF STREET AREAS. ;• • - INSPECTION .. ATTACHMENT ,'• '-•g'` m j+�1 48r . 'AHD CX EANOUT 1 O MAX. DIA. i•4---wd 7 /16 .•.F.- ,,-:. .-A r fir% t�� OPENING REMOVABLE DEFLECTION PLATE (MIN. •- -• '4• *••v- ' ,'� •7' 0" DETAIL L C 12" WIDTH) MATERIAL: STAINLESS is f� ► yr "aii .-• STEEL, FIBERGLASS PLATE OR HOPE. 3 4" GALVANIZED BAR •: '• '�' 'f•'��� % }�'�•�' • ��' • 1. f 2 ! iMB / •� r►• •!'• +� 1,/2°-t3 N.C. X 1 1j8" � ��� I ., �� It lei j .. / f J- 8i STEEL•+ 'I ,ID, i•-� INSIDE DROP [30WL IS AN ALTERNATE '/ :�• ►. / •• 1' 't t 4' O.D. / •• 3 CRP SCREW. 1 . . Ni •••111'"-.,r. �' 12" 3 REQ'D. PER COVER. - •,- s. STEEL WASHER DETAIL A WHEN INSTALLED AS APPROVED, • - A, - / 1st • is .- ' GALVANIZED: 'j• �."•.• � .t's► • ,�/ ��:�%f 3j32° THICK _• _- ••. #B (3/4" DIA.) GALVANIZED DEFORMED REINFORCING BAR. . ..� 24-1 j2• I " T RUBBER•• •� +. +� . REINFORCING HAR GCNFORMING WITH ASTM A-fi15 GRADE 4T). t WASHER •r. P:ijf ■ ..•IV -•,a' "• •0 .' CUT MATCHES THE INVERT OF PLASTIC: •. „••- +►`• *� BOLT-DOWN THE INCOMING PIPE. THE Et p1J41 P*--�d 4.'-fi* I t.:. •.4 :• Q u o MATCH Di;,THAT THE CUT PIPE SHOULD STEEL REINFORCING BAR MINIMUU 1/2" GRADE 60. "i�� . . 4. ' �'•�•�':►'� ,.4.. -�4 . '�; MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED 1r N I NOTES: •"- •--- .1 • '' �''t, ' 'a ' WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS B-B DETAIL C WITH SERRATED SURFACES. 2- COVER AND FRAME SHALL BE CRAY CAST IRON ASTM A-48 CLASS 30. 1,/4"NEOPRENE GASKET SECTION B-B AMOR GALVANIZED STEP 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. NOTE: COVER AND FRAME SHALL BE OF GRAY CAST IRON 14.S.T.M. A-4Z CLASS 30. 4. NOTCH LID FOR LIFTING HOOK. TAMPER PROOF (REMOVE GASKETS) • FLAT TOP MANHOLE INSIDE DROP MANHOLE MANHOLE STEP SUBURBAN AND STANDARD WATERTIGHT MANHOLE W ii�c SCril cas +t cam Sienicea iii r Services MANHOLE FRAME AND COVER ean� FRAME AND COVER QeanWar Services DRAWING NO. 050 R='4�1SEC �O -O OWr .�r DRAWING N0� �Fi,1i= r; :,.; Oar a111iM■wltiralatll� DRAWING NO. 100 ;EASED 03 + 1■wtivdim DRAIMNC NO. 110-SA/ST kH As-II t I Our commitmentiede DRAWING NO. 120 R:"../SRC '�?_^ t)arcommitment isclear. B a 58 7/6" ATI?011 b. D D BAR AT TCP AND HOTTOM I z _ . • • s 4• LOLL F ► 6" A - A 1. AU..MANHOLE SECTIONS SHALL SEE NOTE 6. • :•.• •*- CONFORM TO THE REQUIREMENTS I�- •a• - • y ,•• • • w . „ _ _ ) FACE OF CURB OF ASTM C-478 AND APPLICABLE STREET WIDTH PROVISIONS OF STD. MANHOLE •W +-` ROAD SURFACE DRAWING NO. 010 3' : ( ":r - r '�' �' 28 3/4' -- 1 BATTER 3. PIiClVE7E SPECIAL DETAIL FOR OUTLET FLOW CONCRETE FOR CLOSURE COLLAR SHALL [3E ' .» I.I. ,�, ¢ k r 23 1 4" 6" -I---� » .• INLET tlUTLET CONTROL EXC EDtNG 18" QIA.• A 7'.-� --... _ ti •• i f a»� .♦, I. i12" MAX. .. , 12" MINIMUM MAXIMUM SUMP VOLUME AVAILABLE �'.; _ a » . I. . ■ 60" M.H. 58.9 CF 98.1 CF 1 1/2" B•• _ z •'�•'""'•+..,... A 6 '► - i • 4.••• 72" M.H.E. 84.8 CF 141.3 CF ,y.�, SEE STD. DRAWING NO. 255 MAW• SECTION D-D 44 . PLAN 84' M.H. 115.4 CF 1923 CF .4 - a'• .t1 i • • • ' - •U. - 4 . '' FOR FRAME AND GRATE ,1: .mss IF!f.+rs II 1 • ' •.'- .afll' .' �1 C • PROVIDE'�- i, ` REOUIREMEN EXCEEDING 92 VOLUME CF •� ,;. .., ,,,;\�► ', I PLAN VIEW :;•�;;:• :•�:: .,.:s:�s:;� T. .�;. ► • .,. 7,:--- ,.itt 2 Lamw-B ', p, A,, .:-. :,::=ice ..•p SUMP VOLUME REQUIREMENTS �- •-- •M n 6 3 -- `;' • H. . 4 tv BASE COURSE •,;� 20 CF/1.0 CFS OF INFLOW ••-! i 3 24" ;?i ',$:::::_,. 58.9 OF MINIMUM REQUIRED •- .1.:::10: " - 1 N Y BE REDUCED WITH '` :' FOR USE ALO G MEDIANS, GUTTERS GUTTERS MA R • t• t�`4i.: =I•• -- ••• •• .• # •1• ' •t' 1- - - = • - . 1 • PRIOR APPROVAL FROM THE COUNTY ENGINEER. '... REMOVABLE WATERTIGHT CAP• „------, i - ,�, - - •: ,5 BAR 24 314 OUTLET FLOW CONTROL E 4" •• - �. t -•` -• • ,,�.� 11 2. CONCRETE SHALL BE COMMERCIAL MIX, MIN. COMPRESSIVE PLASTIC OR DUC1ILE IRON PIPE "T' •• 6° FOR POURED IN �' 1N/'12 PROJ. /4 nee 0 .` •'' PLACE '*` , . I STRENGTH OF 3300 psi AT 28 DAYS. aR APPROVED EQUAL ---� -�- 5" WYITH -�• .: -�- .. 1/4" 3 1/2" x ," PLAN VIEW 'mr, INLET "''y`- OUTLET - . .. . REINFORCEMENT Q h 3. EXPANSION JOINTS. I F ,� "� _ . CUSTOM GALV. S t ttL �•. � ' d- w R r• FOR PRE CAST s • �, ! CHANNEL WITH 3 ANCHOR SECTION C-C A. TO BE PROVIDED: •°'• z C 6�,6y, .l 1 AT EACH COLD JOINT. 1: 8 a FORM AS APPROVED ' . k:a. = + .* I •. _ _ , MANHOLE FRAME 2 AT EACH END OF DRIVEWAYS. '4�*-- ► I SECTION B-s �� x `` _� 3 AT EACH SIDE OF INLET STRUCTURES. 0 /11.,............ - -■-, - • i +• BAR Wj12` PROD `� `j AND COVER 4) AT EACH POINT OF TANGENCY OF THE CURB. O I �' •, • - ,• +► MAX li S BAR '- 3 T/�• x 3 1/2" x t/4. 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. -. } VARIAt9LE SUMP �. I hr • 18' ANGLE .;.,, �� MAx 's•- ' DEPTH .5.•-•-�•-, 18" " • • 2 11x2" I 3/8""x 3" 4. CONSTRUCTION JOINTS. 60" MAXIMUM ANCHOR TO WALL MTH STAINLESS STEEL RISER • - A' 36" MINIMUM ;►.,,,,• 60" MINIMUM GUMP OR STiMrtL STEEL RAND AND STAINLESS 00 -• _ _ - • • LONG STUD A. SPACING TO BE NOT MORE THAN 15 FEET.I It NI . ;,.;i STEEL EXPANSION ANCHORS M. z Ptac>:s 54" B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. STEEL BAND TO BE MIN. OF 2.•MOE ;'•, -' - . ; ' •• , • SECTION A-A 3 1 " r:. ' x1•U . • • • •* •� . ; - -.,;• t� �/4* x 3 1 1/2" 1° CUSTOM BAR 5. BASE ROCK TO BE 2"-0" OR 3 4"-O" COMPACTED TO 95% 4.- _ : / OF AASHTO a.,°•i•�-''- .:�: -... .,, :...•,.°.::a A' SELF TAPPING CONCRETE ANCHOR ' ; " GALV. STEEL CHANNEL WITH " " T-99 AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 4" IN ex ' • i∎...a.; - `'*-"' -`•'•'t•`: " zV• .� PHIL 5-t2°S 'AL �- A,t,.•4 ,.r1 t•:i:'.;'1...•S•�c. .•+ oid�.�.'k•••9';•, rr1:S 0 2 1 2 DEPTH, WHICHEVER IS GREATER. -- xT STARLESS STEEL BOLT. "' ow. "'• '2�' r" " MANHOLE DIAMETER TD 8E DETERMINED - r,'-'.' � SECTION A-A •..•- 3 .. • -. BY SUMP VOLUME REQUIREMENTS. • •+'' • SECTION B-B 6. DRAINAGE BLOCKOUT .• ••-. o) FOUR A. 3" I.D. PLASTIC PIPE WITH COUPLING. i `�; ... NOTES: STEEL 1. ALL PRE CAST SECTIONS SHALL CONFORM�TO�REQUIREMENTS OF ASTM C-478. * • 112' CIA. X 8" X 1• J CHANNEL DETAIL B. DRAINAGE ACCESS THRU EXISTING CURB SHALL BE CORE DRILLED SECTION A-A 2. INSTALL STRUCTURE ON MIN. OF 5" OF 3 -O COMPACTED BASE MATERIAL OR CURB SAW CUT VERTICALLY 18 EACH SIDE OF DRAIN AND 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE DR BOLTS (GALV.) REPOURED TO FULL DEPTH OF CURB. WELDED WIRE MEETING ASTM A497. 45 BAR 48" MATERIAL SHALL BE NEW U_ 4. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.5.1. 4S N.T.S.AN 0 AND A SLUMP OF 2" TO 4°. STRUCTURAL ASTM A-36 CLAMP DETAIL I 5. CHANNEL REQUIRED IN FLOW THROUGH APPUCATIONS, AS APPROVED. ALL OTHER c STEEL {SEC NONE-h} OAPPLICATIONS REQUIRE AN 18• SUMP BELOW LOWEST PIPE INVERT. SECTION B-B WASHINGTON COUNTY EMERGENCY MOUNTABLE KT N CONCRETE MANHOLE - TOP-CURB INLET MANHOLE AND DEPARTMENT OF LAND USE 1 AREA DRAIN MODIFIED CURB INLET MANHOLE AND TRANSPORTATION CURB AND GUTTER WATER QUALITY CO CLOSURE COLLAR 02 03 Clean ater TYPE I I ry1 Rand' Oder Clean' " Ober Services �I �I WASH. COUNTY NO. Our commitment is dear. c Our co�amitmaat is clear.- CCG-48 M.H. AND MOD. CC-48 M.H.) MANHOLE Gleam Services O DRAWING NO. 130 r._�LCD 02 0 DRAWING NO. 220 TFE+�1.ED 32 �� , DRAWING NO. 370 k'-'411::1-u '2-:,h Sur Commitment is dear. CS- DRAWING NO. 515 REVISED t!!II-Q3 Out cem�itsRSati$Steer. I NO O 0 Q .- NOTICE MCS j. t+P 4 _ _ , . SHEET O 1 DESIGNED 19195 - - MurraySniith&Associates,Inc.° ' - = : _ CITY OF TIGARD _ _ HCM -_ '� STANDARD �'iTCRM DETAIL aii DRAWN - 9_ _ 11111 an�le�S I 3■0 MC 550-FOOT C- 1 9 CO O, IF THIS BAR DOES Oe N,� = = - - NOT MEASURE 1" MLH q�, G1Y 15, \ " -.- - - = 121 S.W. Salmon, Suite 900 - - RESERVOIR THEN DRAWING 1S G�' - � PHONE 503 225 9010 - 1110. 2 O NOT TO SCALE CHECKED ,if t• N� - Portland, Oregon 97204 FAX 503-225-9022 I t .`� 1� I EXPIRES 6-30-09 23 of St{ NO.:NO. DATE BY REVISION PROJECT NO 03-06I9.204 I SCALE: AS SHOWN I DATE: AUGUST 2007 NOTES: -T1 '`== ------ -_--`-`i----- (\ 1 I . PROVIDE TEMPORARY TRAFFIC CONTROL I N NO CONSTRUCT 10N 0 los _ - -------- '1 \ CONFORMANCE WITH THE CURRENT WASHINGTON COUNTY ACCESS ON t :� STANDARD CONSTRUCTION SPECIFICATIONS, AS AMENDED, 1 CONTRACT SPEC i F l CAT I ONS, AND THIS TRAFF I C FORAN TERRACE �' 1 CONTROL PLAN AS APPROVED. ANY DEVIATION FROM l ` \ ■ Ca THE APPROVED TRAFF I C CONTROL PLAN SHALL BE 60"x36" 1 : 1 _ - 1 _ _ _-----\ SUBMITTED TO THE COUNTY FOR APPROVAL.1 Z TYPE W I 1 I —_ .,.� END \ --- (MOUNTED ON TSS) ROAD WORK i 2. MAINTAIN ACCESS TO ASR CONSTRUCTION ACCESS o `'� - - 48"x24" I 1 `z ROAD AT ALL TIMES. :, ;_,.� \ TYPE "G20-2" ,> --n ��-�����-�•�__�� ._� .y. :�.�� � � .� :��•�-� . � (MOUNTED ON TSS \.\ / BE --'' 1 3. EXACT LOCAT I ON OF S I GNS TO BE APPROVED BY THE 1 { } ENG I NEER AND WASHINGTON COUNTY. -1--t-_ PREPARED \ -----. ,;..`„ 06 � ` _ -== M� i • II ' 4. TRAFF f C CONTROL WITH 1 N AND I N THE IMMEDIATE TO 5.:..... STOP ,Q..iiiNaik �. PRO SED CONST UCT I 0 VICINITY OF THE PROJECT SITE SHALL BE THE • I �� -- _:_--`- �. h p S E ACCESS RQ 1 RESPONS I B I L I TY OF THE CONTRACTOR AS DESCR I BED I N I ----RAT_ ;'---_.: .; 2 o I o s� r / 48"x48 �� .--� THE TRAFF 1 C CONTROL PROTECTION SECT I ON OF THE 1 L./ \ c� . . 1 PROPOSED R I GHT—OF—WAY TYPE W3-4 ���, � -.• ' : � � ����°� ��:�:�:::::.:.,, TECHNICAL SPECIFICATIONS. I Q, c) ,t,' , / Ix (MOUNTED ON TSS t / 5. A M I N I MUM OF TWO FLAGGERS SHALL BE USED TO /• �- PROPOSED S ALK SED CONSTRUCTION ON : :: .3 '. ._ ' � -, CONTROL TRAFFIC WHEN LARGE EQUIPMENT AND �� .,: :::: ::... r ; Z �, MATERIAL DEL I VERY VEHICLES ARE ENTERING OR I SW BULL MTN RD.: - _:. . . :I C PROPOSED EDGE OF PAVEMENT 'v:(1)3::::,1`...),i:_ Ai-- : '� ,. . : :::: ,: ::::.: -� :11- : pQ:- - . m LEAVING THE SITE. FLAGGERS SHALL BE POSITIONED I EXPECT DELAYS ' �: .. :...::::::::..:.. '*.• / �� " cam+ 0 STOP EASTBOUND AND/OR WESTBOUND LANE TRAFF 4')&.00 :-: AS REQUIRED TO ALLOW CONSTRUCTION TRAFFIC TO 3-07 TO 7-09 ROAD � '- � • � � . • � �� C S WORK ' fi° . ' �. . - _ . p0 ..- ._ �' - SAFELY ENTER AND LEAVE THE CONSTRUCT I ON A CES ' : _���- �'�- ' ROAD OFF OF SW BULL MOUNTAIN ROAD. .9 60x48 _ ^l AHEAD ..: •TYP .�:..:_,_E W I :_:�_ r_.'_.. S $. ....... .. .. ��",� •• _.�- . ' _._._.._ . . ' . . _,.: . : "' ���� . . �� �ti _ 6. SIGNING AND OTHER TCD Q. OF 0R I G I NAL ,-�__� '�:�.:,.,,. ':. . . '.� . ' . . ' . ' ' �' ' � ,- � D D TO DIRECT OR MOUNTED ON TSS ._., ,� . . . -.. , . © . . . . ' . . �� _ . . . � . . ' �8..�. . . .�;. . . . { ) I _ . . ' � . .: � . ' . • ' . ' � . . ' � . . ' . ' . . . . . . ' . . ���'� Y . . . ' . � GUIDE TRAFFIC IN ACTIVE CONSTRUCT . . •�► '� �• �"� � '' ION ZONES SHALL 40 R/W Y ',. , BE REMOVED OR COVERED WHEN WORK I S SUSPENDED FOR TYPE "W20- f -- =� :. : : - :' :. : :: :. :. ' .: ' . . :7+00::_:_.:_----_.,_..__.._:;.-_ :. ' --::: :::' :::' :. ._-- - BE -:... : --' 6-�-pQ, T..4: . _ \� SHORT PERIODS OF TIME. SIGNING AND OTHER TCD (MOUNTED ON TSS :: ;:. :' .':. : ::.� NECESSARY TO ENSURE SAFETY DURING PERIODS OF ) 1 PREPARED . ._, . • .' ' -.� ,.-�{�----� •.-.�.:�--=.--�--i,,,.`r.�• ��: �. �. •�.� �.:.:_:�..:.::.. �;°�:.:r�J�� . �_ \ TO :. ::. :. . _ :' _ -� INACTIVITY SHALL REMAIN 1 N PLACE. ALL TEMPORARY 1 STOP 1 : E•X:I .STI N.C.:.E 3G..E:...:OF.---PAVEMENT : EM i ��� p SIGNING AND OTHER TCD SHALL BE REMOVED •''�' i- - _ PERMANENTLY AS SOON AS PRACTICAL L WHEN THEY ARE• 48"x48" __ - -- ____ - _ 1 �'�� NO LONGER NEEDED. TYPE "W3-4" 1 (MOUNTED ON TSS) 0 1 1 \ \ 7. TEMPORARY TRAFFIC CONTROL SIGNING SHALL NOT END 48"x48" `- R E S T R I C T S I G H T D I S T A N C E S FOR VEHICLES ENTERING — 11 BULL MOUNTAIN ROAD FROM SIDE STREETS AND _ 1 1 ROAD WORK T E W20-7A LEGEND _ \ _ _ DRIVEWAYS. --r'��� 1 \ 48"x24" (MO NTED ON TSS) 48"x48" 1 ■ TYPE "G20-2" 1 ', 8. MAINTAIN AT LEAST ONE LANE OF TRAFFIC OPEN AT Iv `'' r WORK AREA T P F� \ (MOUNTED ON TSS) ALL TIMES DURING WATERLINE INSTALLATION. Ai E W20 7A \ } 1 1 - --- {MOUNTED ON TSS) 9. TEMPORARY TRAFFIC CONTROL PLAN AND S I GNAGE UNDER TRAFF I C ............................................._........_..._......-..1 SHOWN ARE TYP I CAL FOR ENTIRE PIPELINE PLAN INSTALLATION AND ROADWAY OVERLAY ON BULL -a- TEMPORARY SIGN LOCATION SCALE: 1 '1=40' MOUNTAIN ROAD. _ 1-Li - - -- ,_- _ _ _ _ w I _ _ --_ __ _ _ = -- _ 1 Q I I 1 I I CONSTRUCTION ON ROAD 1 I M I WORK I SW BULL MTN RD.: AHEAD F"- EXPECT DELAYS I (C)N (NI I I I 3-07 TO 7-09 I 48"x48" --- 60 x 48 O TYPE "W20- I " ___.. (N J I ROADWAY STATIONING 1 I I TYPE "W I " + (MOUNTED ON TSS) (MOUNTED ON TSS) --- _ _ x x x x x x x x x x l< ' —X— X X 1_7) ` .i 8 1 x LC) ---X X¢ X X X X cW _..._...._...._.... _._..._....._..-..- -o I I -x-00 12+00 13�-0�0 . . . . . . . . . . . . . . . . . . _..__..._,.._,_....-......._..._..........�..,.��.� . ._ _ . . . . . . ..�...:.-.:..�:-:.:.:�:............_ ........._�____.. : .�- L_.._...-19+00... - ............._.._ .__..._..�..._�....._....... 1 m to 14-�0 -�OO fi 0 —. . . . . .17-�00 L:.. O 2O 00 2 I +0 �:....:�,............_.__ C. Q I -I I --I" I -1__.___._- I --I I r I I I I "... I-- I I..... _ ...... -- _ — - _._..T. . . _...... _-:_ 2 2 _ ._... . . I I I• I' I -I . .I.......................--:-:L.:......... 4 —�_____. I _.--I- �1- • I ^._,__.............I--- I I -I__........._.______..L......_:...--.1:._:_:�...:......._�........._...—1.._.��.. .. _..._.....�—._Lr ...... �_._. -I- .. 1. ._I. . I _� I y.I. .I� _1 . I. . . .____{. - I �.�________�_....-:--':.�.}-__: _ I_ _ Z -•••— ••— "ROZR*LINEITITITCH—•'—••—•••— -- \ Cr -----7'---- —••—•—••—••' ROCK L'I NE'D B I TCH ai�_ _ u < I— S W BULL MTN R D 37, I u„,.1 �' I I I 1 I U I I I I I ! I I I I I I I ! I I I 1 i� 1 I I Q! 1 1 o Q N I I [� I I 1 o 0 PLAN � . ',r' SCALE: I "----40i V) i 0 < s;?- NOTICE JDH la PROF - + t SHEET N 0 i 1 DESIGNED t;., 1 19 1viurray, ffl1tntiAssociates,inc.Murray h �- ,, CITY OF T TEMPORARY 6, f I HCM —M_ - _ DRAWN '�� - - =- _ Engineers/Planners : s. : a M ��o-Fa t7T TRAFFIC - 2 0 — IF THBAR DOES PLAN / NOT MEASURE 1" MLH �q,,. 0' 15. ,g� ,kky = _ jI, 7 121 S.W. Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 THEN DRAWING IS CHECKED yF \ ' — - - — — - T I G A R D 0 NOT TO SCALE W �-. �' Portland, Oregon 97204 FAX 503-225-9022 NO DATE BY REVISION EXPIRES 6-30-09 PROJECT NO.: 03-0619.204 I SCALE: I 24 of 5 =40' I DATE: AUGUST 2007 i I \ \ \ \ STA 5+70, 25' LT BEGIN CURB TAPER, \--/\_\,. 0 STA 5+90, 28' LT NOTES: \ . , , STA 4+99.67, 18.71 ' LT CURVE I . SEE SHEETS C-22 FOR STRIPING DETAILS A-Ns i \ \ 2. SEE SHEET C-23 FOR S I GNAGE DETAILS / / P \-\ FoRNAONOTUETRLREATCE (EXISTING \\ ', ii RBE.G36I Nact.)J,RVE L= I82.82' R=344.,t414* 0, 0: . PROPOSED EDGE -1:„, S I GN) I ' STA 4+99.20, 6.72' LT ik Z \ , OF PAVEMENT , , Y,,./ _ P'" / i STA 3+00.00, 19 LT 1 BEGIN CURVE csk‘ \ A --1-1:F::1:4;''-- -- R STA 1 +80 TO STA 6+90 . .. ‘ \ Alik / / i BEGIN TAPER / I 1 R=372.00' L= 188.92' \ \ \ \ c,(\ STA 2+05, 28' LT /(71 \ /:.\ \ 111111" / 1 PROPOSED SIDEWALK \ \_ ,,,-- \ P"......„ <\ \ ____ s„) 4) STA 3+40 TO STA 4+80 .,,\_ \ Y,...\ C...i" ' ,,,., ___ , ID STA I +80,2T-6 ,-.._L)7 i. ,. ____ z/ / - N \ ,,, STA 3+40.00, 7.00' LT .,. /-PROPOSED R I GHT-OF-WAY i_ ...._ \\,_,—;----,-, 1.„,..-- ......._____ ,_.,,,- ., --z. - • a, .091 . __ , — ..,........ ....... _-- ...._ \ EX I ST .-- , -----"... ,----.. __ . - \ .,----)A A STRIP1N i EXIST R I 6-HT-OF-WAY ___ _ _ —_ cI 1°1- ''.-----1141.MM\) - LILIMIEEMEMIIIM AIMMIll ---------\-- _ ------- 111111111111111MIllig 1,3_ EP — STA 1 +64, 12.6' LT R 1111111111 IIIPIIIIIW 64-0° --- -- - ---‘-- ....- MATCH EX I ST STR I P I N 3+00 4+00 -__ . 1 _____ I ___ ..._ 41 IIII _ STA 1 +80 ----M A-TCH E-X4 ST STI3 I P I NG /* EXIST c\IIIIIIIIIIIIIIIIIIIIII7+00— MTN RD --,,,,,,, L SviTAATC6H+6E°X i ST 1101111.1.11.11.1111°111 _ ______ ._ ------0 -in _ * _ ---ir111111117: MED I AN STR 1 P I NG -------------- .01 P IMIIIIIIK rllIllIllIll=111M111111lMIIIIIIIIIIIIIIIIIIML c3 ______ 1 — \ 6\ ; 1 _ lik / esmTEAD 1 Ai +N8NoosE \ STA 3+40.00, 5.00' RT - - \ STA 1 +80 TO STA 6+30 _ STA 4+84.48, 4.83' RT INF STA 4+80 TO STA 6+90 \ \ STA 1 +80, 17' RT \ BEGIN CURVE \ \ BEGINNING OF \ \/ 2 , \ W-2" / \ R=425.00' STA 5+217' RT N \ \ STA 4+84.47, 16.83 RT L=208.23' ' EXISTING TR I P I NG ENDS \ \ BEGIN CURVE \ \ \ PLAN \ R=437.00 \ \ \ SCALE: I "=20' L= I51 .55' STA 6+70, 20' LT / N \ / / \\ \ END CURB TAPER STA 6+90 / MATCH EX I ST STR I P I NG \\\// \ " x EX I ST / - \/ x ....... / --x . 10.1Mi 1■ r ,...... 1 111111=11,1116... " • / 5 \/ \ ,. 4 \:, , __.____ 1/ \ /\/ - - - - - — _ — R/w — 0 0 / _ _ ____ ---- _ — F___ _ -------1— _____ 7.+Co _ ____ _,.... 8+00___---- _ 9+00 9+56.08 R I GHT-OF-WAY P 1 1 1 1 1 1 1 r---- (—) 1+00 0+00 c\I — I I — I — r--- SIN BULL MTN RD _ -----------1-EX I ST STR I P I NG o _____ 1---) _ _ EP_ -- \ — — - - - - R/W oo — " — — _ -N R i i \/ 0-, \ i i CN I I 1 C_) 1 1 ! CZ 0 PLAN PLAN . SCALE: 1 '1=20' SCALE: 1 '1=20' CN CD 0 V-) 0 / CD < SHEET 0 NOTICE 140 P A 0, .,-- JDH - i- i,Giiv.4,4, 42 I DESIGNED =:---- ' = ----L A MUrraY)SMith&ASSOdateS)InC c\si 0 1/2 1 41' 19195 + S • CITY' OF TIGARD STRIPING PLAN - I _ 1 HCM 414c e". II „ — —r cp — — — =A -----7---- Engineers/Planners 1111 . . 3.0 MG 550-FOOT AND DETAILS 0- 2 I — DRAWN gitikr#eXi — - ____. _ • im (9 IF THIS BAR DOES OREGON — — = = ...._ MLH .4, '/o/ _ / NOT MEASURE 1” -17), // 15,, Nil Nk,.. — — — 121 S.W. Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 1-,) THEN DRAWING IS CHECKED 4, ,\c, TIGARD tot L. r Portland, Oregon 97204 FAX 503-225-9022 0 NOT TO SCALE / ("6 NO. DATE BY REVISION EXPIRES 6-30-09 PROJECT NO.: 03-0619.204 I SCALE: AS SHOWN DATE: AUGUST 2007 25 of S 4 B - 20' A 1-. -- CENTER IN 12" D 2' 8' -- --1 6' r-- NOTES: --•-lit--.- TURN LANE * 8' �''" 8' 1. REMOVAL OF EXISTING STRIPING IS TO CENTER IN 6 MIN. 10 MAX. 12" g' 1 6" TYP. BE DETERMINED IN THE FIELD. STRIPING TURN LANE OPTIONAL �.* } SHALL BE GROUND OFF AS DIRECTED BY OPTIONAL ,j f____ Cr .•..( THE ENGINEER. ' ' BEGINNING -■-10' TO -0-i VARIES 10' -•-10' TO -■ VARIES 10' -�-OF FULL WIDTH L STOP BAR STOP BAR 2. ALL THERMOPLASTIC PAVEMENT MARKING BEGINNING OF OF TURN LANE. 50' MATERIAL SHALL BE INSTALLED AS PER FULL LANE WIDTH CROSSWALK - SPACE TWO WHITE LINES RAILROAD CROSSING - SHALL BE PREFORMED SECTION 00850 OF THE OREGON STANDARD LEFT TURN LANE MARKINGS - SPECIFICATIONS FOR HWY. CONSTUCTION. RIGHT TURN LANE MARKINGS - AS SHOWN ON PLANS. CROSSWALK SHALL WHITE PAINT AND INSTALLED PER DETAIL. SEE MUTCD FOR DETAILS. ARROWS SEE MUTCD FOR DETAILS. ARROWS BE HOT-LAID THERMOPLASTIC PAVEMENT PLACE PER P.U.C. DIRECTIONS. 3. ALL PAVEMENT MARKING SHALL CONFORM SHALL BE THERMOPLASTIC SHALL BE THERMOPLASTIC MARKING MATERIAL. LEGEND SHALL BE THERMOPLASTIC PAVEMENT TO THE MOST CURRENT ODOT PAVEMENT MARKING MATERIAL. PAVEMENT MARKING MATERIAL. MARKING MATERIAL SPECIFICATION. COPIES OF THE MATERIALS SPECIFICATIONS ARE AVAILABLE FROM: * ENGINEER OF MATERIALS AND RESEARCH 24" H 12'_g�� I. 12'-9" `'' HWY. MATERIALS LABORATORY VI 471 CENTER IN --J CENTER IN I•-�-- --4.-I A 10 600 AIRPORT ROAD S.E. „ TURN LANE �''''� TURN LANE m m m 4" SALEM OR. 97310 12 MIN m „_,,,, r- i 4,�h6"-�- (503) 986-3100 7.0., 10' TO DIM. SHOWN ON PLANS 1/2 D _____- 1i2 D CH RAISED MEDIAN a: PAVMT. 1 MARKER ° X SUBSCRIPT FOR PAVEMENT MARKING. STOP BAR -• D (VARIES) ..- ......•••• m CO 4" YELLOW DENOTES COLOR. (Y) YELLOW OR THRU AND TURN LANE MARKINGS - BI-DIRECTIONAL TYPE I STRIPE (W) WHITE. "ONLY" PAVEMENT LEGEND - CENTER "ONLY" YELLOW MARKERS A - A SEE MUTCD FOR DETAILS. LEGEND BETWEEN TURN OR THRU ARROWS. LANE MARKING DIMENSION LOCATION STOP BAR - SHALL BE HOT-LAID TURN AND THRU ARROWS SHALL RAISED MEDIAN STRIPE (MODIFIED) - 4" YELLOW LINE WITH AT q OF STRIPING UNLESS NOTED OTHERWISE. THERMOPLASTIC PAVEMENT MARKING MATERIAL. BE THERMOPLASTIC PAVEMENT THERMOPLASTIC PAVEMENT MARKING MATERIAL. TYPE I BI-DIRECTIONAL YELLOW RAISED PAVEMENT. MARKING MATERIAL. MARKERS. -- THRU TRAFFIC SIDE ox 20' 20' 40' -e 40' 1 7 15 2 SPACE - VARIES (4" TO 28") THRU TRAFFIC SIDE 15' -._.- 4 1/4" m m --1.110'[..- \:0 x-15 m m - 15 8,► • • • • W i_ q* r,,r,.---�-� 8" q* i - 2" 4„ -•--2" SPACE /� • •• • L 1 m CO 4" CO •� • • • Q I_ 15' -4 15' 4" VARIES (2 TO 4) 36° Nt 312" MAX • • THRU TRAFFIC SIDE �1* m III m _ m 0310 • 4" SPACE 4 f T 4 4" THRU TRAFFIC SIDE —'' TWO WAY LEFT TURN STRIPE - 4" YELLOW LINES TURN LANE LINE - 8" WHITE LINE DIAGONAL MARKERS - 4" YELLOW WITH TYPE I BI-DIRECTIONAL RAISED PAVEMENT WITH MONO-DIRECTIONAL CRYSTAL MEDIAN NOSE - TWO 4" YELLOW LINES OR WHITE RAISED PAVEMENT MARKERS. OUTSIDE LINE IS SOLID INSIDE AT WITH BI-DIRECTIONAL YELLOW TYPE I TYPE I MARKERS (WHITE).} MARKERS. CENTER BETWEEN LANE 10'130' PATTERN. MARKERS. LINES. 0 0 0 P Q X TRAFFIC FLOW 2" SPACE 40' 40' ---.-- 30' _.r 10' • 40' 10 10 40 4" I---- 40' -�- 40' —�--1 VARIES * 5 SPACES C�3 4" t'�" 1 ► �-_. F, * m m m EDGE OF PAV T. OR CURB �- - fl CO m _ � 8" TYP. 4....■...m■■=r..rr—_L - m m CO q* - q* - 4 SPA. © 2'-6" TYP. TRAFFIC FLOW THRU TRAFFIC SIDE --•-- __,._ T " ____ F.-- t411 SPACE THRU TRAFFIC SIDE 4, • • • • 11 15' SPACING TYP. E U '-' - MEDIAN STRIPE - TWO 4" YELLOW - - LANE LINE - 4" WHITE WITH CRYSTAL SKIP CENTER LINE 4" YELLOW LINE FOG LINE 4" YELLOW OR WHITE LINE CENTER LINES TWO 4" YELLOW fC WITH TYPE I BI-DIRECTIONAL LINES WITH TYPE I BI-DIRECTIONAL YELLOW AS SHOWN ON PLANS. LINES WITH BI-DIRECTIONAL YELLOW TYPE I WHITE MONO-DIRECTIONAL YELLOW RAISED PAVEMENT MARKERS. RAISED PAVEMENT MARKERS. TYPE I MARKERS. MARKERS AND NON-REFLECTIVE TYPE II h MARKERS. 0 N) N R 0 0 . 0 N VARIES VARIES �, VARIES ''-' S'—'"-'~ 3'8" -4---0-- 6'6" —i-- H24IN L...-- ---_I I ..�._ g' --.-I 8„ .� .. i5-4 um - _ - I _ ►•••••i••• U —.►I3' I..—.— ---.."1 — _._..I3f' ,.— 21 40"* 6!� ►- . IA�•�•,•. ° `L PAVEMENT MARKING EXTENSIONS 0 8' BIKE LANE SKIP LINE - 8" WIDE THRU INTERSECTIONS - BICYCLE LANE MARKING - SHALL BE N �, BIKE LANE LINE - 8" WIDE WHITE LINE. WHITE OR YELLOW LINE. WHITE AND INSTALLED PER DETAIL. 2 FT 10FT. (6FT MIN.) o WHITE LINE. WIDTH AND COLOR LEGEND SHALL BE PREFORMED HIGH SKID STAGGERED CONTINENTAL CROSSWALK SAME AS LINE BEING EXT. THERMOPLASTIC PAVEMENT MARKING MATERIAL WHITE C MATERIAL (WHITE) 0 aC SHEET j NOTICE JDH t� P��f ___ o DESIGNED t�`�'� �'�`IN �' f�0 - = Murray,N 0 /2 1 CITY OF T DAK - _ ' STRIPING DETAILS 7.---71 ------ _ _ n in r nn III : 550-FOOT C- 22 DRAWN ? _ _ ee s a ers 3.0 MG CD IF THIS BAR DOES OREGON ,,i NOT MEASURE 1" MLH ' `/e, . 15, �9i1 �- _ _ _ _ _ _ >,. GA. _ _ 121 S.W. Salmon, Suite 900 PHONE 503-225 9010 RESERVOIR NO. 2 ho THEN DRAWING IS CHECKED 4 \ - - - I I G A R D C NOT TO SCALE w Portland, Oregon 97204 FAX 503-225-9022 • NO. DATE BY REVISION EXPIRES 6-30-09 PROJECT NO.: 03-0619.204 I SCALE: AS SHOWN I DATE: AUGUST 2007 26 o f 54 GENERAL SIGNING NOTES: May Use 6"Sign 1) Contractor Shall Supply And Install All Signs, And Is Responsible For Staking Sign Locations On Stopped Leg If Collector Typical Street Name And Obtaining Utility Locates For Staked Sign Locations. Signs Shall Be Located Per Typical NO Or Local. Sign Installation For Sign Location Or As Shown On Plans. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE FINAL STREET PARKING Typical Street Name Sign S�+• g g AT Arterial intersections. NAMES WITH THE COUNTY SURVEY OFFICE AT 846-8723 BEFORE ORDERING AND INSTALLING STREET NAME SIGNS. s� Installation For •� A�� ANY HALL oR Local & Collectors o �/ TIME �� E a�vo Intersections. ,'� • e ' ER 2)All Signing Shall Conform To The Manual On Uniform Traffic Control Devices And The County's 25 oV/ 6 OR ,,� Permanent Signing Legend. SIGN MPH SIGN so -�'' 9 • . P � OP � n °� t 519 ree 3) Street Name Signs Shall Be: (Verify FINAL Street Names Before Ordering And Installing) i pf 5t l ST° J f59 et 5 e Of on SCHOOL ao� S 0 �e e t � 5 I A) FOR LOCAL AND COLLECTOR STREET INTERSECTIONS: Six (6) Inch 0.080 Inch Flat Blade Alulminum e Of Of 5t Aloa all 10 ,to 6a Base�ted P ) ( ) SPEED Edg �,, On:: L9asae se �ted , �Sh K ,�-' ,�'n,n To you Blanks, Mounted On Top Of Post With Special Brackets. 2 • o 6 0�' 4Ig al 1 �i , If�In� � 7, ;� �, if� e pf Sid e`� N, g.6 519n Lettering: Four(4) Inch Upper Case Series C 9 e 9 Ede an9 N; a�'e Pre-fixes And Suffixes: Three (3) Inch Uppercase Series C DURING HOURS I, �a� dean 0•'� ( ) pp 7:00AM-S.00PI 4 ., Q i, Superscript For Numerical Street Names: Two (2) Inch Uppercase Series C SiGN SIGN S° "� Layout Per "Typical Street Name Sign Layout" Two (2) Sided .. 0. i• M 00 M� 40 i B) FOR ARTERIAL STREET INTERSECTIONS:Nine (9) Inch 0.080 Inch Flat Blade Aluminum Blanks, SPEED ., li. Mounted Directly To Post With Rivets For Street Name Sign Facing The Arterial Traffic ;;�"�' Approach. For Sign Facing Collector Or Local Street Approach Use 3)a)Above. See Diagram*. M; M• Lettering: Six (6) Inch Upper Case Series C ►4 N' Pre-fixes And Suffixes: Four(4) Inch Uppercase Series C END SCHOOL ZONE 6 " Superscript For Numerical Street Names: Three (3) Inch Uppercase Series C SIGN SIGN ( '.1 Layout Per "Typical Street Name Sign Layout" One (1) Sided, Two (2) Signs Per Street Name. � '"2› PERMANENT SIGNING C) FOR SIGNALIZED INTERSECTIONS: Twelve (12) Inch 0.125 mm Flat Blade Aluminum Blanks, Mounted f Or!) �-?4, ��0 AP!e To Mast Arm Or Strain Pole For Span Wire Signal Systems. ace Q �. 0f G Install New Sign F Face Lettering: Eight (8) Inch Upper Case Series C Pre-fixes And Suffixes: Five (5) Inch Uppercase Series C AIL (7); Superscript For Numerical Street Names: Four(4) Inch Uppercase Series C Install New Sign (N) On New (M) Support Sign Tree r --\F Layout Per "Typical Street Name Sign Layout" One (1) Sided WITH BORDER i SW WALN UT ST RXN Remove Existing Sign (N) Material For All Street Name Signs Per "Signing Materials" Major Steet Width Of Sign Per Below Tables For Six (6)And Nine (9) inch Blanks. RXN SW 125 TH AVE Suffixes Abbreviations Per "Common Abbreviations" M Remove Existing Sign (N)And (M) Support \ 1 c Sign Tree Sign Tree TYPICAL "STREET NAME" 6 INCH BLANKS (TWO SIDED) 9 INCH BLANKS (ONE SIDED) KRIN Reinstall Sign (N) On New(M) Support C Blank Width # Of Characters Blank Width M CROSS INTERSECTION TEE INTERSECTON SIGN LAYOUT # O f Characters BI a (Not Includ. Prefixes (Not Includ. Prefixes TYPICAL SIGN LOCATIONS NTS And Suffixes) And Suffixes) EXN Maintain And Protect Existing Sign (N)And Support © Up To 6 24 Inch Up To 6 38 Inch NTS Predrill On 1"Centers 7 To 9 30 Inch 7 To 9 48 Inch For Riveting To Post 10 To 11 36 Inch 10 To 11 55 R Reinstall Existing Sign On Existing Support Predrill Ends And Rivet ' 12 To 13 42 Inch 12 To 13 61 Inch Both Signs Together 11"--° SW WALUT ST Over 13 48 Inch 14 To 15 68 Inch , L For Mast Arm Street Name Sign Letter Spacing Use Odors Standards N ^Sign Number < > Signs Shown With Broken Borders Are M Materials, Options Are: �,, Existing. 9�r STREET NAME SIGN BLANKS .., 3 COMMON ABBREVIATIONS S=Steel "Telespar" NTS m AVE =Avenue LN = Lane RD = Road 5/16" Galy. Or BLVD = Boulevard LP = Loop ST = Street SIGNING MATERIALS Aluminum Alloy Washer Z cL CIR = Circle PKWY= Parkway TER = Terrace CT= Court PL = Place WY = Way Stop & Yield Signs Reflective Sheeting. Type Iii o Face Sign IL DR = Drive School Advance And Crossing Signs Yellow/green Reflective Sheeting Type 9 t li` „ i E Street Name Signs Letters - Sheeting. Type Iii : I 3/8"X 7/16" Drive Rivet ...___. „.., 4) Posts (Post& Overhead Mounted) Background - Reflective Sheeting. Type Iii ca a A Minimum Of 2 X 2 Inch X 10 Foot Galvanized "Unistrut Telespar" Or 12 Gauge All Other Signs (post Mounted) Reflective Sheeting. Type Iii o Anchor Sleeve 2%" X 2%', 18" Deep r 0 Perforated Posts Or Approved Equivalent Shall Be Used. Overhead Signing Reflective Sheeting. Type Iii 0 /4" " J (Except Street Name Signs) ° Anchor 2% X 2 , 36 Deep o A 2 X 2 Inch X 12 Foot (min.) 12 Gauge Galvanized "Unistrut Telespar"Or 12 Gauge ° I Sign Post 2" X 2", 12" Deep > w Perforated Posts Or Approved Equivalent Shall Be Used When A Combination Of Typical Sign Sizes 0 ' Signs Is More Than 36 Inches In Height. Sign Combination And Minimum Sign Mounting rr rr ° c0 Co Height Shall Determine Post Length. Stop Signs - 30 x30 0 _DO - N c Speed Signs -24"x30" On Local Streets (The Word Limit SHALL NOT Be Used On Speed Signs) a - -N n rr rr " Sign Posts And Anchors Shall Be Installed Per "Typical Sign Installation" 30x36 On Collector And Arterial Roads. / /1°01P/\// o No Parking Signs; R7-2A Is Standard, With A R7-201 12"x6" "Tow Away Zone" /////\ °, /\/\ Post \ \ p � No Other Type Of Post Shall Be Used Unless Prior Approval Of The County Traffic 12"x18" On Local Roads, 18"x24"On Collectors And Above, When \//\\//\\ ° / /�, Sleeve N ¢ Engineer Is Obtained. �\j�\ ° // < Arrows Are Used, Signs At Both Ends Of The Zone Shall Have Single Arrows \\//\I o i /\\�/`� Anchor I 7/16" �' Pointing in The Appropriate Direction With Double Arrows In Between. „,„ 1°I //, 3/8 X 7/16 0 "NO PARKING" SIGNS NEED TO BE 45° TO ROADWAY. \ \�j/\�/�\i� Drive Rivet 0 i I 0 `I For Specific Sign Details (Such As The "Street Stub Sign") Contact The County TYPICAL SIGN INSTALLATION 0) Traffic Engineering Section At (503) 846-7950. NTS (0 0 I N) 0 0 <C CD NOTICE JDH � SHEET o DESIGNED � Nf/0 _.� 19 _ _ Murray,Stnith&Associates,Inc,N w — _ — _ — CITY OF TIGARD____ I - DAK _ __ _ ' PERMANENT SIGNING LEGEND _ DRAWN `'���=` • _- _ - - — _ Engineers/Planners 3.0 MG 550F00T 23 to IF THIS BAR DOES OREGON r NOT MEASURE 1" M LH S ,,GAY 15, 19��/�� — — — — — _ _ THEN DRAWING IS l ��• _ _ 121 S. . Salmon, Suite 900 PHONE 503 225 9010 RESERVOIR NO■ 2 0 NOT TO SCALE CHECKED yFW L. �� "'' '' r Portland, Ore on 97204 FAX 503-225-9022 TIGARD NO. DATE BY REVISION EXPIRES 6-30-09 27 of 'S 0 RE ISION PROJECT NO.: 03-0619.204 I SCALE: AS SHOWN ' DATE: AUGUST 2007 GENERAL STRUCTURAL NOTES GENERAL: CONCRETE REQUIREMENTS WALL AND FLOOR NOTES (CONTINUED): BUILDING CATEGORY I V BUILDING HEIGHT 22.25 FEET (BELOW GRADE) I. STRENGTH 7. POUR A I " THICK LAYER OF I C: I S MIX AT THE BASE OF THE WALL IMMEDIATELY PRIOR TO BEGINNING THE WALL A. WALL : 4000 PS In POUR. THE GROUT IS TO HELP SEAL THE BOTTOM OF THE FORMS AND PREVENT ROCK POCKETS AND VOIDS AT THE BASIC WIND SPEED (3-SEC GUST) 100 MPH B. ROOF SLAB : 4000 PSI BASE OF THE WALL. EXTREME CARE MUST BE EXERCISED TO PREVENT PUSHING THE GROUT ALONG THE WALL BASE WIND EXPOSURE B C. COLUMNS : 4000 PSI TOWARDS THE ENDS OF THE FORMS RESULTING IN A CONCENTRATION OF GROUT NOT INTEGRATED WITH THE D. FOOTINGS : 4000 PSI REGULAR WALL CONCRETE. GROUT PLACED TOO SOON BEFORE THE REGULAR WALL CONCRETE MAY FORM A CRUST SEISMIC USE GROUP III E. FLOOR SLAB : 4000 PSI OVER THE WATERSTOP REDUCING ITS EFFECTIVENESS. ALTERNATIVES TO USING THE GROUT MAY BE SUBMITTED SEISMIC DESIGN CATEGORY D F. SHOTCRETE : 4500 PSI (I C:3S) AT 28 DAYS FOR CONSIDERATION. IMPORTANCE FACTORS IE = 1.50 2. SEE TECHNICAL SPECIFICATION FOR COMPLETE MIX DESIGN INFORMATION INCLUDING WATER-CEMENT RATIO, 8. THE TOP OF THE WALL FOOTING AND FLOOR SHALL RECEIVE A SMOOTH AND HARD STEEL-TROWELLED FINISH. IW = 1. 15 AGGREGATE SIZE AND ACCEPTABLE ADMIXTURES. IS = 1. 10 9. MAINTAIN CLEARANCE BETWEEN THE INDIVIDUAL STRANDS IN THE SEISMIC CABLE SETS (DO NOT BUNDLE). 3. SEE TECHNICAL SPECIFICATION FOR CONCRETE PLACING AND FORMING PROCEDURES. 10. SEISMIC CABLES MAY BE BENT PRIOR TO INSTALLATION. DESIGN LOADS 4. ALL CONCRETE SHALL BE TYPE I I. I I. ALL CIRCUMFERENTIAL REINFORCING MUST EXTEND 2'-611(T--) PAST BOTH ENDS OF THE FIRST WALL SECTION AND I. SUPERIMPOSED ROOF LOAD : 205.0 PSF (DEAD) + 25.00 SNOW LOAD + H2O TRUCK LOAD ONE END OF ALL INTERMEDIATE WALL SECTIONS IN ORDER TO PROVIDE 2'-O" LAPS. CIRCUMFERENTIAL APPURTENANCE NOTES REINFORCING MAY NOT EXTEND PAST EITHER END OF THE LAST WALL SECTION. CIRCUMFERENTIAL REINFORCEMENT 2. INTERNAL FLUID DENSITY : 62.5 PCF (WATER) WITHIN THE WALL PANELS TO BE PROVIDED WITH 2'-0" STAGGERED LAPS. I. WHERE APPURTENANCES REQUIRE ANCHORS TO BE PLACED IN THE WALL EXTERIOR, DRILL AND PLACE AFTER 3. MAXIMUM SOIL BEARING CAPACITY : 3500 PSF (NET) WRAPPING AND BEFORE SHOTCRET I NG. TAKE EXTREME CARE TO AVOID DAMAGING THE PRESTRESSING. PLACE A STEEL PIPE AROUND THE DRILL BIT TO KEEP THE DRILL B I T FROM COMING I N CONTACT WITH THE PRESTRESSING. CIRCUMFERENTIAL PRESTRESSING NOTES 4. DESIGN SEISMIC ACCELERATIONS : HORIZONTAL: 0.2524g/VERTICAL: 0.2292g INSTALL INSERTS BEFORE SHOTCRET I NG TO MARK HOLE LOCATION. FOR ALL TYPES OF ANCHORING SYSTEMS, DESIGN SPECTRAL RESPONSE ACCELERATION INCLUDING DROP- I N AND EXPANSION WEDGE ANCHORS, FILL HOLE IN SHOTCRETE AND WALL WITH EPDXY BEFORE I. THE MAXIMUM STRESS TOLERANCE IN ANY STRAND AT ANY POINT AT ANY ELEVATION ON THE TANK WALL AT ANY AT SHORT PERIOD (SsD) : 0.707g FINAL INSTALLATION OF ANCHORS TO INSURE COMPLETE COVERAGE AND PROTECTION OF THE PRESTRESSING. TIME DURING THE WRAPPING OPERATION SHALL NOT EXCEED +1- 320 POUNDS FROM THE AVERAGE FORCE SETTING OF 14,950 POUNDS. 5. BACKF I LL : I '-6" ABOVE ROOF (MAX, UNIFORM) 2. ADHESIVE ANCHORS WITH I I NCH MAXIMUM EMBEDMENT INTO THE SHOTCRETE MAY ONLY BE USED IN NON-STRUCTURAL APPLICATIONS AND WHEN APPROVED BY THE DESIGN ENGINEER. WHEN DRILLING HOLES I N THE 2. THE CONTRACTOR SHALL PROVIDE A CONTINUOUSLY ELECTRONICALLY RECORDED FORCE APPLICATION GRAPH FOR 6. MAXIMUM DIFFERENTIAL SETTLEMENT : I/2" OVER 80' SHOTCRETE, THE DRILL MUST BE EQUIPPED WITH A POSITIVE STOP TO PREVENT DRILLING MORE THAN I I NCH IN THE FULL LENGTH OF ALL WRAPPED STRAND AS PERMANENT DOCUMENTED EVIDENCE THAT THE FORCE APPLICATION DEPTH. USE EPDXY ADHESIVE ANCHORS ONLY. THE HOLE SHALL BE COMPLETELY FILLED WITH EPDXY TO INSURE REQUIREMENTS HAVE BEEN MET. ALL SUCH FORCE READINGS MUST BE BASED ON CONTINUOUS SENSING OF THE COMPLETE COVERAGE AND PROTECTION OF THE PRESTRESSING. DO NOT USE EXPANSION OR DROP- IN ANCHORS. STRAND BETWEEN THE TENSIONING DRUM AND THE WALL AS THE STRAND IS BEING LAID ON THE WALL. REINFORCEMENT REQUIREMENTS 3. USE SST 316 BOLTS AND ANCHORS UNLESS NOTED OTHERWISE. WHERE SST BOLTS OR ANCHORS ARE IN CONTACT 3. MANUAL, INDIVIDUAL, OR INTERMITTENT FORCE READINGS TAKEN WHEN THE STRAND IS IN FULL BODILY CONTACT I. ALL REINFORCING IN TANK SHALL CONFORM TO ASTM A-6 15 GRADE 60 UNLESS OTHERWISE NOTED ON THESE WITH DISSIMILAR METALS, USE INSULATING SLEEVES AND PHENOLIC WASHERS TO ELECTRICALLY ISOLATE THE WITH THE WALL WILL NOT BE ACCEPTED. DRAWINGS. BOLTS. 4. FORCE READINGS BASED ON ANYTHING OTHER THAN INSTANTANEOUS MONITORING AS THE STRAND I S BEING 2. REINFORCING STEEL CALLED OUT AS GALVANIZED SHALL HAVE A CLASS I COATING IN ACCORDANCE WITH ASTM TENSIONED WILL NOT BE ACCEPTED. A767. REINFORCEMENT REQUIREMENTS. 5. INTERNAL TENDONS PLACED CIRCUMFERENTIALLY INSIDE THE COREWALL NOT BE ACCEPTED. I. REINFORCEMENT FOR CONCRETE SHALL BE DEFORMED BARS CONFORMING TO LATEST ASTM 6. THE STRAND SHALL BE 3/8"9 BEFORE GALVANIZING WITH A MINIMUM GALVANIZING OF 0.85 OUNCES PER SQUARE BUCKLING CRITERIA OF WALL DESIGN SPECIFICATION A-6 15, GRADE 60. FOOT AND A MINIMUM BREAKING STRENGTH OF 21,400 POUNDS AFTER GALVANIZING. I. THE INTEGRITY OF THE WALL SHOWN ON THESE DRAWINGS IS STRICTLY PREDICATED ON THE FOLLOWING CONDITIONS: 2. REINFORCING STEEL CALLED OUT AS GALVANIZED SHALL HAVE A CLASS I COATING IN ACCORDANCE WITH ASTM A767. 7. THE STRAND SHALL BE INSTALLED AS INDICATED BY WRAPPING REQUIREMENTS. A. THE STRICT CONFORMANCE TO THE CLOSE STRESS-TOLERANCE AND OTHER REQUIREMENTS OF THE 3. SPLICES 8. PRIOR TO APPLYING THE CIRCUMFERENTIAL PRESTRESSING STRAND. APPLY A 3/8" THICK LAYER OF SHOTCRETE CIRCUMFERENTIAL PRESTRESSING APPLICATION INDICATED 1 N THE CIRCUMFERENTIAL PRESTRESSING NOTES ON A. SPLICES SHALL BE STAG ESS OTHERWISE SHOWN ON DRAWINGS. OVER THE ENTIRE COREWALL. DRAWING 3 AND ON OTHER PARTS OF THESE DRAWINGS AND I N THE TECHNICAL SPECIFICATIONS. B. SPLICE LENGTH SHALL BE AS FOLLOWS: BAR SIZE SPLICE LENGTH B. SEE SPECIFICATIONS FOR OUT OF ROUND TOLERANCE. 9. IF MULTIPLE LAYERS OF STRAND ARE REQUIRED, PROVIDE 3/8" MINIMUM OF SHOTCRETE COVERAGE BETWEEN #4 24" LAYERS. C. THERE SHALL BE NO BLOCK-OUTS OR OTHER TYPES OF WALL OPENINGS OTHER THAN THOSE SHOWN ON THESE #5 26" DRAWINGS. 10. PROVIDE I 1/2" MINIMUM OF SHOTCRETE COVERAGE OVER THE OUTER LAYER OF STRAND. #6 30" I I. ALL SHOTCRETE TO BE APPLIED WITH AN AUTOMATED PROCESS KEEPING THE NOZZLE AT A CONSTANT DISTANCE AND ANGLE AS IT TRAVELS AT A UNIFORM BI-DIRECTIONAL SPEED. FINAL SHOTCRETE COVER TO HAVE A EARTHWORK REQUIREMENTS NATURAL GUN FINISH. -I: I I. MINIMUM COMPACTION OF AGGREGATE BASE AND SUBGRADE UNDER AND AROUND PIPE BLOCKS AND UNDER FLOOR WALL AND FLOOR NOTES: OF MAX DENSITY AS DETERMINED I N ACCORDANCE WITH ASTM D 1 557 AND I N AND FOOTINGS SHALL EQUAL 95% I. TIE OFF ALL WATERSTOPS AT 12" OC ON BOTH SIDES AND IN BOTH DIRECTIONS. VERT 1 CAL PRESTRESSING NOTES ACCORDANCE WITH THE PROJECT SPECIFICATIONS. (f) 2. REINFORCE THE FLOOR WITH #4 BARS AT 8" OC, EW, EF. WITH 24" STAGGERED LAPS. EVERY EIGHTH BAR (4'-0" l. PRESTRESSING STEEL SHALL BE VERTICAL THREADBARS MEETING THE TENSILE, PHYSICAL, AND DEFORMATION 2. COMPACTION OF BACKF I LL AROUND TANK SHALL EQUAL 95% OF MAX DENSITY AS DETERMINED IN ACCORDANCE WITH OC) FROM UPPER LAYER OF FLOOR REINFORCEMENT (IN ONE DIRECTION) MAY BE SHIFTED TO BELOW BOTTOM REQUIREMENTS FOR ASTM A-722 TYPE II BARS. ASTM D698. USE ONLY HAND HELD COMPACTION EQUIPMENT WITHIN 3 OF TANK WALL AND LIGHTWEIGHT EQU 1 PMENT LAYER OF FLOOR REINFORCEMENT (IN TRANSVERSE DIRECTION) TO ACT AS BURY OR CARRIER BARS. THE CLEAR CD BEYOND THE 3' SO AS NOT TO DAMAGE THE WALL. BRING UP THE BACKF I LL AROUND THE TANK IN UNIFORM LIFTS. DISTANCE FROM THE COMPACTED SOIL TO THESE BURY BARS SHALL BE CAREFULLY INSPECTED AND IN NO 2. THREADBARS WITH QUENCHED OR TEMPERED STEELS WILL NOT BE ALLOWED. N: IF THE TANK IS EMPTY DURING THE BACKF I LL I NG OPERATION AROUND THE TANK, THE INWARD MOVEMENT OF THE LOCATION SHALL THE COVER BE LESS THAN 2". COREWALL MUST BE MONITORED AT VARIOUS LOCATIONS AROUND THE INSIDE CIRCUMFERENCE TO INSURE THAT A 3. THREADBARS TO BE COATED WITH UNOCAL OIL I 0 RUSTBAN OR EQUAL, PRIOR TO INSTALLATION INTO PVC PIPE. E UNIFORM BACKF I LL I S BEING ACHIEVED. 3. REINFORCE THE WALL FOOTING WITH 17 - #5 C I RC BARS WITH 26" STAGGERED LAPS. 0 3. UNDER NO CIRCUMSTANCES MAY THE SOIL AND LIVE LOADS ON THE ROOF, EITHER DURING OR AFTER 4. THREADBARS SHALL HAVE A MAXIMUM CARBON CONTENT OF 0.55%. 4. SEE DETAILS I AND 2 ON DWG S-8 FOR DETAILS OF THE WATERSTOP AND BEARING PADS AT THE BASE OF THE N CONSTRUCTION, EXCEED THOSE I N SECTION I OF THESE GENERAL NOTES. BACKF I LL OPERATIONS SHALL NOT WALL. 5. DEFORMATIONS SHALL BE UNIFORM AND SUCH THAT ANY LENGTH OF BAR MAY BE CUT AT ANY POINT AND THE COMMENCE UNTIL THE ROOF AND COLUMNS HAVE OBTAINED FULL STRENGTH AND A MINIMUM OF 28 DAYS AFTER INTERNAL THREADS OF THE PROPER NUT CAN BE FREELY THREADED ONTO THE BAR. C) PLACING. THE BACKF I LL ON THE ROOF SHALL BE PLACED IN 8" THICK LIFTS WITH LIGHTWEIGHT EARTH MOVING 5. SEE DETAIL 3 ON DWG S-9 FOR DETAILS OF THE ROOF SHEAR CONNECTION AND THE BEARING PADS AT THE TOP EQUIPMENT TO BE APPROVED BY ENGINEER. OF THE WALL. � 6. MINIMUM ULTIMATE STRENGTH OF THE NUT MUST EQUAL AT LEAST 95% OF THE MINIMUM ULT!MATE STRENGTH OF 4. COMPACTION OF BACKF I LL ON TOP OF TANK ROOF SHALL EQUAL 90% OF MAX DENSITY AS DETERMINED I N AY BE POURED IN HALVES AS SHOWN. THE ROOF MAY BE POURED IN HALVES OR QUADRANTS. THE BAR. r` ACCORDANCE WITH ASTM D698. COMPACTION EFFORT SHALL BE APPROVED AND INSPECTED BY THE GEOTECHN I CAL (\I 6. THE FLOOR SLAB M ENGINEER. DOCUMENTATION SHALL BE SUBMITTED TO THE ENGINEER. 7. DURING EACH WALL POUR, FLUSH THE VERTICAL THREADBARS WITH CLEAN WATER FROM A HOSE PLACED THROUGH m AN OPENING IN THE WOODEN CAP OVER THE WALL TUBE. 5. EARTHWORK CONTRACTOR SHALL SUBMIT TO ENGINEER FOR REVIEW AND APPROVAL A ROOF BACKF I LL PLACEMENT I PROCEDURE TO ASSURE ROOF DESIGN LOADS WILL NOT BE EXCEEDED. 8. EACH VERTICAL THREADBAR SHALL BE STRESSED BEFORE WRAPPING AS FOLLOWS: cn INITIAL FORCE ELONGATION 6. SEE C I V I L DRAW I NGS, TECHN I CAL SPEC I F I CAT I ONS, AND GEOTECHN I CAL REPORT FOR COMPLETE REQU I REMENTS. z0 137.3 K 0.88" H- U 2D Of 9. VERTICAL POST-TENSION OPERATION MAY COMMENCE ONCE TANK CONCRETE COREWALL HAS REACHED A MINIMUM F- CONCRETE COMPRESSIVE STRENGTH OF 4,000 PSI. Of 10. GROUT PUMP EACH VERTICAL THREADBAR FROM THE BOTTOM GROUT CONNECTION WITH A 2-PART WATER 0 I STRUCTURAL REVIEW COMPLETE INSENSITIVE EPDXY UNTIL THE ENTIRE NUT AT THE TOP ANCHOR CONNECTION HAS BEEN COVERED. DRYPACK THE THE REMAINDER OF THE TUBING WITH A I C:2S MIX IMMEDIATELY AFTER THE INSIDE OF THE TUBING HAS BEEN 0 N c3e�1 _°31:71-1 COATED WITH GROUT. IN LIEU OF DRYPACK I NG, THE TUBING MAY BE FILLED WITH PEAGRAVEL PRIOR TO GROUT O PERMIT# t PUMPING AND THE ENTIRE TUBING MAY BE PUMPED FULL OF GROUT. co DATE 1°117'161 BY ■ I I. INSTALLATION OF THE VERTICAL THREADBARS IS SHOWN ON DWG S-6. 0 MILLER CONSULTING ENGINEERS N) 0 0 Q j NOTICE REL is,0 PROf j ••- ' 'i N ED :, t NE fJ/ . Murray m� ssocia es nc' 0 CN 0 1 DESIGNED : ,,, R e, _ • CITY OF TIGARD- I-1CM GENERAL STRUCTURAL NOTES 4,....... cy) DRAWN Vi _ � _ Engineers/PlaIlliers : 3.0 MG 550-FOOT co IF THIS BAR DOES �■l RESERVOIR NO.. 2 NOT MEASURE 1" M DN 4, °k 20 �► -� - 121 S.W. Salmon, Suite 900 PHONE 503-225-9010 ro THEN DRAWING IS CHECKED 9'¢K D. NO" 1 1 (i \ R I 0 A 9/25/07 M D N BU I LD I NG PERM I T REQU I REMENTS NOT TO SCALE Portland, Oregon 97204 FAX 503-225-9022 NO. DATE BY REVISION Oct: 12/31/c8 PROJECT NO.: 03-06 19.204 I SCALE: AS SHOWN I DATE: AUGUST 2007 TABLE 2 ASTATEMENT OF SPECIAL 1 NSPECT ION: REQUIRED STRUCTURAL SPECIAL INSPECTIONS INSPECTION I I . SPECIAL I NSPECT I ONS SHALL CONFORM TO CHAPTER 17 OF THE 2006 INTERNATIONAL BUILDING CODE ( 1 BC) AND STATE OF OREGON 2007 SYSTEM OR MATERIAL IBC CODE CODE OR STANDARD FREQUENCY REMARKS STRUCTURAL SPEC I ALTY CODE AMENDMENTS (OSSC). A TABLE I REFERENCE REFERENCE CONTINUOUS PER I OD I C 2. SE I SM I C-FORCE-RESISTING SYSTEMS INCLUDED AS PART OF SPECIAL REQU I RED GEOTECHN I CAL SPEC I AL I NSPECT I ONS FABRICATORS I NSPECT I ONS SHALL INCLUDE THE FOLLOWING: SPECIAL I NSPECT I ONS APPLY TO VERIFICATION A. CIRCUMFERENTIAL PRESTRESSED CONCRETE WALLS INSPECTION OF DETAILED FABRICATION AND QUALITY FABRICATORS 1704.2 X CONTROL PROCEDURES INCLUDING REVIEW SYSTEM OR MATER t AL IBC CODE CODE OR STANDARD FREQUENCY REMARKS FOR COMPLETENESS AND ADEQUACY RELAT 1 VE 3. DES I GNATED SE I SM I C SYSTEMS I NCLUDED AS PART OF THE SPECIAL REFERENCE REFERENCE CONTINUOUS PERIODIC TO THE CODE REQU I REMENTS I NSPECT I ONS SHALL INCLUDE THE FOLLOW I NG: CONCRETE A. SE I SM I C CABLES SOILS B. POST TENSIONED VERT I CAL THREADBARS S BELOW FOOTING REINFORCING STEEL, VERTICAL 1 704.4 C. CIRCUMFERENTIAL PRESTRESS INC VERIFY MATER 1 AL THREAD BAR, AND C I RCUMFERENT I AL 1 907.5 AC 1318 l.3.2.0 X D. WALL REINFORCING ARE ADEQUATE TO ACH I EVE THE 19 13.4 AC 1 318 7.5 DESIGN BEARING CAPACITY X TENDON PLACEMENT 4. REFER TO SPECIAL INSPECTION AND STRUCTURAL OBSERVATION SECTIONS PLACEMENT OF CAST-IN-PLACE 1704.4 AC 13I 8 I.3.2.0 X ALL BOLTS VISUALLY INSPECTED FOR SPEC I AL I NSPECT I ON, TESTING, AND STRUCTURAL OBSERVAT I ON - -VERIFY EXCAVATIONS ARE EXTENDED ANCHOR BOLTS REQUIREMENTS. TO PROPER DEPTH AND HAVE REACHED X VERIFYING USE OF REQUIRED MIX 1 704.4 1904 AC 1 318 1.3.2.A PROPER MATERIAL. 1 905.2 AC 1 318 CHAPTER 4 X DES 1 GN S SPECIAL INSPECTIONS: � � 19 13.2 AC 13 18 5.2-5.4 CONCRETE PLACEMENT 1704.4 AC 1 318 I.3.2.D X 1. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF THE 2006 PERFORM CLASSIFICATION AND 1905.9-10 AC 1318 5.9 5.10 TESTING OF CONTROLLED FILL _ INTERNATIONAL BUILDING CODE ( IBC) AND STATE OF OREGON 2007 STRUCTURAL MATER I ALS. 1704.7 AND GEOTECHN 1 CAL X BY THE GEOTECHN 1 CAL ENGINEER 1 704.4 SPEC I ALTY CODE AMENDMENTS (OSSC). REFER TO TABLES I, 2, 5 & 6 FOR SPEC I AL TABLE 1704.7 REPORT SHOTCRETE PLACEMENT 1913.6-8 X INSPECTION AND TESTING REQUIREMENTS. 1 704.4 2. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN VERIFY USE OF PROPER MATER I ALS, CONCRETE / SHOTCRETE CUR I NG 1905.11-13 AC 13 18 I.3.2.D x APPROVED ACCREDITED INDEPENDENT AGENCY MEETING THE REQUIREMENTS OF DENS I T I ES, AND LIFT THICKNESSES 1913.9 ASTM E329 (MATER I ALS), ASTM D3740 (SO I LS), ASTM C 1 077 (CONCRETE), ASTM DURING PLACEMENT OAND COMPACTION x OF CONTROLLED FILL. PLACEMENT OF EMBEDDED I TEMS A880 (STEEL), AND ASTM E543 (NON-DESTRUCT I VE). THE INSPECTION AND I N PRECAST MEMBERS AFTER 1704.4 AC 13 18 16.7 X TESTING AGENCY SHALL FURNISH TO THE ENGINEER A COPY OF THEIR SCOPE OF CONCRETE PLACEMENT ACCRED I TAT I ON. SPECIAL INSPECTORS SHALL BE CERTIFIED BY THE BUILDING VER I F I CATION OF I N-S I TU OFF I C 1 AL. WELDING I NSPECTORS SHALL BE QUALIFIED PER SECTION 6. 1.4. 1. I OF PRIOR TO PLACEMENT OF CONTROLLED CONCRETE PR I OR TO POST 1 704.4 AC 13 18 18.1 3.4.3 X AWS D 1. I. THE OWNER SHALL SECURE AND PAY FOR THE SERV I CES OF THE FILL, OBSERVE SUBGRADE AND VERIFY TENSIONING TENDON STRESS I NG INSPECTION AND TESTING AGENCY TO PERFORM ALL SPECIAL INSPECTIONS AND THAT SITE HAS BEEN PREPARED X TESTS. PROPERLY. STRESSING OF VERT I CAL THREADBAR 1 704.4 AC 1 318 I.3.2.F X 3. THE SPEC i AL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE AND CIRCUMFERENTIAL TENDONS AC[ 3 18 1 8.20.l WITH THE APPROVED CONSTRUCT I ON DOCUMENTS. ALL D I SCREPANC I ES SHALL BE STEEL BROUGHT TO THE I MMED I ATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, FABRICATION OF STRUCTURAL REFER TO INSPECTION OF FABRICATOR NOTED I N THE I NSPECT I ON REPORTS, AND I F NOT CORRECTED, THEY SHALL BE ELEMENTS 1704.2 X REQUIREMENTS BROUGHT TO THE ATTENTION OF THE ENGINEER AND THE BU I LD I NG OFF I C I AL. 4. THE SPECIAL INSPECTOR SHALL FURN I SH I NSPECT I ON REPORTS FOR EACH A TABLE 5 MATERIAL VERIFICATION OF 1704.3 ASTM A6 I NSPECT I ON TO THE BU I LD I NG OFF I C I AL, ENGINEER, CONTRACTOR, AND OWNER. STRUCTURAL STEEL 2203.I A I SC ASD A3.I a X CERTIFIED MILL TEST REPORTS THE SPECIAL I NSPECT I ON AGENCY SHALL SUBM I T A F I NAL REPORT I ND I CAT I NG REQU I RED TESTING FOR SPECIAL I NSPECT I ONS A I SC LRFD A3.1 a THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND I S I N TESTING MATERIAL VERIFICATION OF ANCHOR 1 704.3 A I SC ASD A3.5 X MANUFACTURER'S CERTIFIED TEST REPORTS CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL REMARKS BOLTS AND THREADED RODS A I SC LRFD A3.4 D 1 SCREPANC I ES NOTED IN THE I NSPECT I ON REPORTS HAVE BEEN CORRECTED. SYSTEM OR MATERIAL IBC CODE CODE OR STANDARD MATERIAL VER I F I CATION ON OF WELD STRUCTURAL OBSERVAT I ONS: REFERENCE REFERENCE FREQUENCY X MANUFACTURERS CERTIFIED TEST REPORTS FILLER METALS GEOTECHN I CAL VER I FY I NG USE OF PROPER WPS'S X COPY OF WELD I NG PROCEDURE SPEC I F I CAT I ONS I. STRUCTURAL OBSERVAT I ONS SHALL CONFORM TO CHAPTER 17 OF THE 2006 ASTM D2922 EACH 1 000 SF OF 1 F I CAT I ONS X COPY OF QUALIFICATION CARDS I NTERNAT I ONAL BU I LD I NG CODE (IBC) AND STATE OF OREGON 2007 STRUCTURAL PREPARED SUBGRADE DENS I TY 1 704.7 OR PREPARED PER GEOTECHN I CAL REPORT VER I FY i NG WELDER QUAL SPEC 1 ALTY CODE AMENDMENTS (OSSC). ASTM DI556 SUBGRADE OR COMPLETE AND PART I AL 2. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE ENGINEER OF RECORD IN PER D I SCRET I ON PENETRAT I ON GROOVE WELDS 1704.3.1 AWS D I.I SECTION 6 X ACCORDANCE TO THE REQU I RED STRUCTURAL SPEC 1 AL I NSPECT I ONS TABLE 2, SHEET OF ENGINEER S-2. DUR I NG THE STAGES OF CONSTRUCT I ON L I STED BELOW. I T SHALL BE THE MULTI PASS FILLET WELDS X SOLE RESPONS I B I L I TY OF THE CONTRACTOR TO PROV 1 DE AT LEAST 72 HOURS ASTM D2922 EACH 1000 SF OF ALL WELDS VISUALLY INSPECTED PER SINGLE PASS FILLET LLET� WELDS X 0 ASTM DI556 SUBGRADE OR - - AWS D I.16.9 ADVANCE NOT I CE TO THE DES I GN ENG I NEER WHEN H I S WORK I S READY FOR FILL I N-PLACE DENSITY 1 704.7 OR PREPARED PER GEOTECHN I CAL REPORT GREATER THAN 5/16" STRUCTURAL OBSERVATION FOR EACH OF THESE STAGES: 0 PER DISCRETION SINGLE PASS FILLET WELDS LESS FIRST ROOF FIRST WALL & COLUMN ~ OF ENG 1 NEER THAN OR EQUAL TO 5/16" X FIRST FLOOR PRESTRESSING :,-} 3. THE ENG I NEER SHALL OBSERVE THE I ND I CATED WORK FOR GENERAL CONFORMANCE MATERIAL VER I F I CATION OF CONCRETE REINFORCING STEEL FOR WELDING X CERTIFIED MILL TEST REPORTS WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN CONCRETE STRENGTH ASTM C39 MATERIAL VERIFICATION OF THE OBSERVAT I ON REPORTS. 0 5 CYLINDERS FOR REFERENCE SECTION 03300 WELD FILLER METALS 1 704.3.I AC 13 18 3.5.2 X MANUFACTURERS CERTIFIED TEST REPORTS 4. THE ENG I NEER SHALL FURN I SH OBSERVAT I ON REPORTS FOR EACH S I TE r' CONCRETE SLUMP ASTM C 143 EACH 40 C.Y. FOR 1903. 1 AWS D I.4 SECTION 7 1 704.4 FOR TESTING REQUIREMENTS OBSERVATION TO THE BUILD I NG OFF I C I AL, CONTRACTOR, AND OWNER. A F I NAL CONCRETE A 1 R CONTENT 1 905.6 ASTM C23 I AIR AND STRENGTH VERIFYING USE OF PROPER WPS'S X COPY OF WELDING PROCEDURE SPECIFICATIONS OBSERVATION REPORT INDICATING THE REQUIRED SITE OBSERVATIONS WERE MADE E SLUMP EACH LOAD VERIFYING WELDER QUALIFICATIONS X COPY OF QUALIFICATION CARDS AND TO THE BEST OF THE ENG I NEER'S KNOWLEDGE THE WORK 1 S I N GENERAL CONCRETE TEMPERATURE ASTM C1064 CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. 5. OBSERVATIONS POST INSTALLED CONCRETE ANCHORS EACH 50 CY NOR SHALL BE CONDUCTED BY THE GEOTECHN I CAL ENG 1 NEER FOR SUBGRADE UNDER N 1704.4 LESS THAN EACH SPECIAL INSPECTIONS APPLY TO ANCHOR STRUCTURES. SHOTCRETE STRENGTH ASTM C39 AND DIMENSIONS ai 1914.10 PLACED EACH DAY HOLE D MENS EONS, COMPL I ANCE W I TH DR I LL ACONTRACTOR RESPONS I B I L I TY: 0 1703.4.2 I CC EVALUATION INSTALLATION X BIT REQUIREMENTS, CLEANLINESS OF THE r- 1704.13.3 REPORT HOLE AND ANCHOR, ADHESIVE EXPIRATION o DATE, ANCHOR/ADHES I VE I NSTALLAT I ON, THE CONTRACTOR SHALL SUBM I T A WR I TTEN STATEMENT OF RESPONS 1 B I L I TY 1 N 1--- ANCHOR EMBEDMENT, AND TIGHTENING TORQUE CONFORMANCE WITH 1 BC SECTION 1706. 1. IBC SECTION 1 706. I I S COPIED I N ITS N ENTIRETY BELOW FOR REFERENCE. NTABLE 6 STRUCTURAL OBSERVAT I ON PROGRAM 1 706. 1 CONTRACTOR'S RESPONS I B I L I TY. EACH CONTRACTOR RESPONS I BLE FOR THE i CONSTRUCTION OF MAIN WIND- OR SE I SM I C-FORCE-RES I ST I NG SYSTEM, DES 1 GNATED REQU I RED SPECIAL I NSPECT I ONS FOR SEISMIC RES 1 STANCE ITEM INSPECTED BY COMMENTS SEISMIC SYSTEM, OR A WIND- OR SE I SM I C-RESISTING COMPONENT LISTED I N THE :' INSPECTION AOR FOR STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF REMARKS CONCRETE REINFORCING: RESPONSIBILITY TO THE BUILDING OFFICIAL AND TO THE OWNER PRIOR TO THE SYSTEM OR MATERIAL IBC CODE CODE OR STANDARD FREQUENCY - FOUNDAT I R REBAR PLACEMENT X REF. NOTES I, 2, AND 3 COMMENCEMENT OF THE WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR CONTRACTOR'S v REFERENCE REFERENCE CONTINUOUS PERIODIC STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING: rx SLABS-ON-GRADE REBAR PLACEMENT - X REF. NOTES I, 2, AND 3 CONCRETE WALL REBAR PLACEMENT - X REF. NOTES I, 2, AND 3 I. ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL REQU I REMENTS !� STRUCTURAL SLAB REBAR PLACEMENT - X REF. NOTES I, 2, AND 3 CONTAINED IN THE STATEMENT OF SPEC I AL I NSPECT I ONS; � GROUTING OF BONDED POST 0 TENSIONED VERTICAL THREADBAR PT TENDON PLACEMENT - X REF. NOTES I, 2, AND 3 2. ACKNOWLEDGMENT THAT CONTROL W I LL BE EXERC I SED TO OBTA AND CIRCUMFERENTIAL RCUMFERENT I AL TENDONS I N 1707.1 AC 13 18 18.18.4 X CONFORMANCE W I TH THE CONSTRUCT I ON DOCUMENTS APPROVED BY THE d- A STRUCTURAL REVIEW COMPLETE A BUILDING OFFICIAL. 0 SEISMIC FORCE RESISTING SYSTEMS I. CONTRACTOR I S RESPONSIBLE FOR NOTIFYING THE ENGINEER OF RECORD A MINIMUM N I MUM OF 72 HOURS I N ADVANCE. N 3. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S i PERMIT# ZQ�'�-- �� 2. A F I ELD REPORT W I LL BE SUBM I TTED TO THE BU 1 LD I NG DEPARTMENT FOLLOW I NG EACH S I TE V I S I T. ORGAN I ZAT I ON, THE METHOD AND FREQUENCY OF REPORT I NG AND THE rn 3. STRUCTURAL OBSERVAT I ON I S FOR THE GENERAL CONFORMANCE OF THE STRUCTURAL DRAW I NGS, SPEC I AL DISTRIBUTION OF THE REPORTS; AND o DATE t© °-1 3 N P CT I ON I S STILL RE U I RED. 4. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING I� 1 I S E Q I ro MILLER ONSULTING ENGINEERS SUCH CONTROL AND THEIR POSITIONS I N THE ORGANIZATION. 0 0 - C0.3 S,IRUCTUR44 SHEET NOTICE REL „c PROF�s = - MurraySnhith&Associates,Iuc.0 DESIGNED 5� .�NEF�`r0 CITY OF TIGARD N '� '8.2 - s QUALITY ASSURANCE PLAN s-- i HCM - DRAWN __ I . = Engineers/Planners 3.0 MG 550-FOOT o IF THIS BAR DOES MDN V y°t! xr"2 ' - - - RESERVOIR NO. 2 NOT MEASURE 1 + i e 121 SI Salmon, Suite 900 PHONE 503-225 9010 '� DRAWING 9R s� I I (i :\ R I ,.� THEN DRAWIN CHECKED k D. NE"- Portland, Ore on 97204 FAX 503-225-9022 j n 9/25/07 MDN BUILDING PERMIT REQUIREMENTS NOT TO SCALE PROJECT NO.: 03-0619.204 SCALE: AS SHOWN DATE: AUGUST 2007 29 of 54 �a NO. DATE BY REVISION � � N __.C.) . - - '- • . . .. 4 NIM . NIIIIII■ •• • _ _ _ - - - - - - - ___ _ ____ . Ni 'MEL . . NIIIII■ . .. - - - .,...... ---- ---- - - - - - --- --- ..... •••••- ,...._... • , NNW - - NNW -- _ _ --... . . --- - - - ...._ ---... NEW -- NIIIII■ • -- . -- ---. ---... '; . -- -- ...... ...., . ....... ....... ,. ., . 371, 4 oco” -- --- --., -,_ (r) ?,--- •-,. - - ,- COLUMN ve...■ .....- 0- a a \....../- ,:"-- --. • .. - CENTERLINE v v • v N.„ N, • v • v ••,.. v y • z 7 'N.NN z 7 / z N N • z \ \ \ \ \--\ *411 ' . /. /: :// 0 0 0 0 0\ . / / \ - / / \ \ , - \ 4 ,sNN,i to.0÷ O C \ \ \ \ 13'-9" x 6'-3" RECTANGULAR / / • / / S \ FOOTING. ROTATE RADIALLY (1 /dioce)\/ \ \ PARALLEL TO WALL / / \. \ (TYP, 8 PLACES) / / \ \ \ \ \ * /c./.\ • / V..) 0 0 0 0 0 0 111.0...,19 0 \ / / \ / / ,\\ Aniiiimh. \ • / ANNINHININIL 4111111111MINININNINI., FLOOR REINFORCEMENT A " „ C(0-- \11 i "..\-- 4 / / A111111111111111111111NNINh. IIININIIIIIMMINI•NININ SEE WALL AND FLOOR NOTES \ \ AO / / 13'-9" x 6'-3" immummumumm 01111111110101111111111111111111/ ON SHT S-1 9'-3" SQUARE COLUMN PIPE SUPPORTS, MAX • 0' \ A60 - \ / / RECTANGULAR COLUMN 1111111111111111111111111111111•1111 11111111111111NIN10111111111 — 24" STL MANIFOLD, FOOTING (TYP) 30' OC (TYP), SEE \O ---". 1 • / / FOOTING (TYP, 2 PLACES) 111111111111111NNOINNININUI 111111101111•111•1111111111111111 SEE SHT S-14 DET 1, SHT 5-14 \ \ .- / I munumommur onommomv I 17' 0" Nmummanow- Nummumr- I "um,. 2"0 WASHDOWN PIPE I I NEP' \ . 1 1 0 0 0 0 0 0 0 0 \ \ \. : IL \ \ 4'-3"- • L , \ -7( , : ' 11 548°27'18"E - 24"0 INLET/OUTLET PIPE , A. 1 '#.,---- , •• 24" INLET/OUTLET 111111111111 01 WI all Iffs all I ME — — , - - .... 1 , 1 __ ...,. _ 13' _ , , , T .,. , , ..,., himil VW I WI 11111 I Y 4'-4" ____ - ,.: 41111■ I i LIJ 24"0 COLUMN wig - ino 1 12'-01 1 --------- PIPE FLGS, TYP (TYP) aunilsimiaihraonrAAih..,4irllIllIllIlliiuoh.e 111111.17 III 1 S44°56'2_9"E - 12"0 DRAIN PIP -- 18" OF/DRAIN 11 • F -L , - ----------- i ' (TYP) • I co plpS- ------- I I - I 4'-8 1/2" 2' 0" I I 0 Q3„cti 4,\Ie_gj__U----- a 0 0 0 0 0 I , I 1 • - VALVE ACCESS MHS I I / 5'3'"E.-:-------- / ---- 18" OF • I I - • I .• i'>. / // %TO: 5 3-8" MID-TANK FILLING 2-16" FILLING VALVES, / I 20'-0" I \ TYP VALVES, SEE SHT S-14 SEE SHT S-14 / I 1 S-11 / / • (TYP) : \ \ . / / \ \ \ / / ' \ \ / / \ (c-) • \-\- 0 0 0 0 0 0 C7:3 / \ \ / / . / . \ \ . 1 / C 7D . \ \ C)\5) .Q\ / • / . \ \ 0 0 0 0 0 0 '' \ \ i--- CD . \ . \\ \ / . /// (..0 \ \ FLOOR JOINT - / / •N . N . . \ oo ••• N N ,/ / • 20'-0" - .. N N, z / • Z. N 7 / . (TYP) -0 • N 7 / • V 7 0 • NV • N •Ns. ■ V. V . '',. /'. ./.... •• ...-' .../ a 0 a . ' -, --- -- -- --- --... ----. ,- . (f) . — — . ---. / — — — . • • i ' • - • .• . .. . ....44-...i, ho 1 r--- ,--- >- 20'-0" 20'-0" 20'-0" 10'-0" NOTE: n - ..._,.. ....-. , ,----- (TYP) (TYP) (TYP) (TYP) c. TANK THE FLOOR SLAB CAN BE POURED IN HALVES AS SHOWN. (1) 73 0 o o c 1 FLOOR PLAN, n _ SCALE: NTS , c < uCTuRAlz o NOTICE sIll SHEET ,--- REL 3k.0 PROff o DESIGNED ,i. NE.E. 44 -j-E- — 1-7 — Murray,Smith&Assodates,Illc. 7'19f) 1 , , CITY OF TIGARD c\I 0 1/2 1 liminTi■I FP ET- ---- ------7- ::".: --------I— = --5:1— Engineers/Planners FLOOR PLAN 3,0 MG 550-FOOT S- 3 _ DRAWN • mu CO IF THIS BAR DOES y 4, OREGO c) CD _ ___ ,,-'- NOT MEASURE 1" MDN 4, ok 75 00 , , = _-_--11- — :.7 — Z----:: 121 DV. Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 N) THEN DRAWING IS CHECKED 44)/r D. t•It\-4) - 7- - - - - T., „ , A TIGARD 0 NOT TO SCALE wilimm■m•■•■ Fontana, uregon 97204 FAX 503-225-9022 30 of 54 6 NO. DATE BY REVISION I EXPIRES' 12/31/08 I PROJECT NO.: 03-0619.204 SCALE: AS SHOWN DATE: AUGUST 2007 ,....m........ 4f /(2 ' 18" THICK (MAX) SOIL BACKFILL, UNIFORM THICKNESS, ANTICIPATE MAXIMUM ROOF LOADS SHALL NOT EXCEED -MIRAFI 140N GEOTEXTILE (OR - 8" THICK (MAX) CRUSHED DRAIN ,---- 10" THICK (MAX) TOP SOIL .- . A DESIGN LOADS INDICATED ON GENERAL NOTES SEE APPROVED EQUAL) ROCK (3/4" - 0" MAX) 7 -6 "EARTHWORK REQUIREMENTS" NOTES FOR BACKFILLING SQUARE DROP REQUIREMENTS (BY GENERAL CONTRACTOR) PANELS . 1'-3"-3" TANK ROOF AinA ,:_44.._44_4\/?/ (41- .4./&4(44 -r---. \ .44, •(,./4-4/ .4a+/Igiffer4f OfffieriT /.4--4 -4("'ZiW---414441-44"Vf-L- \- /". '/4-44/ ' -444444 '4 -\4// / f41141'1)76)-41/K*1-1114<-4 (141'1/-41-(( I I A444\4"\-1/ ‘:1142Z.SSO4 -- 1--z /r1.-4/641-(( iti 4 i4 4-44)/(---4--4t-/-4-zthake ft.& I144- TOW EL 561.00 FR non.aseas- viini..inr...fitswr -I in =ill ..............„._...........,-..--____. HW _ .LITI9 -11=-- 1_,- . i - 8' .117.---A FIE-I i I -` ' 't-III--I --:. - TiLitii 1 o" COREWALL - SHOTCRETE AND WRAPPED WIRE - 1- --- H11F--E-I I 1 .. =111= OR STRAND OVER COREWALL Ti=th ilE-ill • ,E411- imill _[-,------.11; 21I-0" --III= ., 20'-0" •-•-•-- 2I-0"0 COLUMN RADIUS = - H=- 11 r----E.L: (NEAR WALL) 80 -0 ti-V_ -I.- 10'-0" (MIN) I _Lilt-. IIEllJ __... .• ii--==-11-1 FOR PRESTRES II El I i EQUIPMENT ,-I I 1:------', I 1E-11 1E111 ' ' , }Ell I il H. =-Di Erg- I 1 IE- 11E5 yllE111 - - 16"-i Ei i iR4 ( ITT-71_2117_2,-171M- ..f■I1 _, 2.0% SLOPE 2.0% SLOPE 11-E-111±-- If-I172-1 R:-.- TOF EL 540.00 f-11Y-911P-cillkiifi--...+ , ...? _. L J J L -- J L ----71.., L------- J L -- J - L - .....: U 9" TANK FLOOR L i -- J EEHIEHTEIHE-rn,=_HiEli), mEmEmE_--111-1-1, 1,-6" 11---*-----111=111E I I I E I I 1----7- .''-''' - -.''.. .-' ' '-..--4.;*-;:-.."eee.-.----.----4,--e--...-ve--ow"-eve•-•••••••••••4 V'1 FT."'"•••••••'VW*"•••••••••••••••••••••"'0'"VW"••••••••••••••••••""4 1".••-••••■••••"''"•''11""•••••••••••••••"''9"•••'V••••'"4"•••'V"'V"V'••••••••••••••••••••••••••"••'rei■•■• ••• • • • • •••• • ••"%V• •• •• "• •• • ••• '• •4' •• • NV " "i".• • ••• • v." 4 7 • • • •••• • •4••• • • • •v ■ 11=1 HE-111"1-111E1 I IE ' '*''1 .-..t- --4•••• .■ _ _ _ _ . _ ■■••_ _ • _ _ •.•■■•V 404.•... . 1.■ . !At .•,■•••• .4••■•••.4. tb ..■■• . 4.• . _ 4....■ te .4.•.4•• _V••• .4■4 A 6.•_ . .4. 40. 4.• 4. . . . te . _•41. e.•e••e_ ..4••to.. •4■• _ _e■•■••■ 4.*• •. • • a, •■ to. , • ••• •• • 4. •■ •■ •.0 •.. . . ti, 4: •* . . tt• • ..••■ •.. . • .. • .. ;•,,,,,- ....., - ,s, .fflimm.--jnrywr . . : .. ' ' ' ' . '. : . '*'. .:...:':':.:: :.:.'..':..•:.':..:.' ' : " :.:.7"'Niko,•4.■ o•1"4,••Wa. ..... ... ./---: - -- ------ - :-,-:. :... . :. ... ,i I . . :..i. ."j 6 MIL POLY SHEETING UNDER ENTIRE FLOOR AREA \. . .. .. . -; L,0..L.,j,__.2.;,./ , 9I-3" SQUARE COLUMN FOOTINGS -FOR COMPLETE SUBGRADE PREPARATION \ 5 -3 REQUIREMENTS, SEE CIVIL DRAWINGS, SPECIFICATIONS .• . . WALL FOOTING AND SOILS REPORT (BY GENERAL CONTRACTOR) \- OUTSIDE FOOTING RADIUS = 83'-4" 1 TANK SECTION _1 2'-7" THICK (MIN) AT TANK CENTER TO 1'-0" THICK (MIN) AT FLOOR TO WALL FOOTING TRANSITION, (3/4" TO FINE) . AGRREGATE ROAD BASE COMPACTED TO 95% OF MAX DENSITY OWINII SCALE: N TS AS PER ASTM D1557. SEE CIVIL DRAWINGS. --ia) E co _ . t. hr) r-- o co oo --a--.) 0 0 o-, U i (p ,,--- r-- C I I-) 1 r, ./ >- C 0 0 0 0 _ C 0 C /- C < .vikUCTUp44 o NOTICE s SHEET R EL 3‘_D PROff • t * -si- p DESIGNED N ,., NE-4 .4. ---• -- =TT= Murray/Smtn&Assoaates!Inc - - --- - i CITY OF TIGARD __ _ ____ _ __ ______ - 0-) -:-.--------": 17711- 7'7:---:---- ::::- --= =-:- E116111CCI a/ rianuti 111 TANK SECTION • . 3.0 MG 550-FOOT S- 4 _ DRAWN • .1 , co IF THIS BAR DOES ()REGO, cf) - _ _ - 0 _ _ _ _ , NOT MEASURE 1" MDN -t> vk = = = ____- -77. 121 S.W. Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 hn THEN DRAWING IS CHECKED 94), rl D. NiN- 4) _ _ _ - - - - - - - - , „ TIGARD 0 NOT TO SCALE aI•NN•■•sw••■■ Portland, Oregon 97204 FAX 503-225-9022 3 I of 54 / NO. DATE BY REVISION EXPIRES: 12/31/08 PROJECT NO.: 03-0619.204 I SCALE: AS SHOWN I DATE: AUGUST 2007 10 -0 10 -0 10 -0 10 -0 10 -0 10 -0 10 -0 MIDDLE •-- - -- - STRIP COLUMN MIDDLE COLUMN MIDDLE COLUMN MIDDLE COLUMN STRIP STRIP STRIP STRIP STRIP STRIP STRIP 1 2 S5 Se 12 Se I' I - _.y ..�_ -... - «" - ' R R—- �..- — j r----I r----t r- -- .,, ��� I I I I I F `7�% I I (� I 1-i— rl —I - jI I 7%,� I I I I I I II I �� i / L---J L_.__.___°J L---J L____.—J 1'-6" X 8" WIDE /V,." N\\ MOW ROOF PARAPET BEGINNING / / I \\ / / \\ /,/ S I G I S G I R I F \\ _. / I I I 7./.. \\ COLUMN ∎41---1 r---� r- .._.._, r ---� r-._-� r-----1 \\\ CENTERLINE ,% 43°0'0„ I I I I I I I I I I I I \\ I I 10 I I ( � I I._ r l i - - I tl —I1 , I— rl ! I \\ I I I I I I II II - I it II II \�L--__ L---J L___J L---J I L_-.___.J L—�.—J \ I I \\ �o Qk \\,TRIM DROP PANEL �o S G S G Maio G _ R \\ 3 CLR FROM WALL 10'-0" F 45.00° `L I I \;\(TYP, 8 PLACES) ail I I S I I I F \\ 1 I I I I I I I I I I I I I I \\ /( (� I I ( � I I -1 I ( � I ..— I- r ) I , - - -•}- 9 —F - I--�-1-I - I- (-� �\ / I I I ' I I I I I I I I I L___.j I I \ I L_.-_.°,_J L---J L L---J L----t L---J -°---J \\ / 10,_0„ \ 4'-0" x 8'-0" NYSTROM (OR EQUAL) ALUMINUM / ROOF JOINT I I I I I \\\ ROOF ACCESS HATCH WITH INTERIOR LADDER, / SEE DETAIL 3, SHEET S5 FOR REINFORCEMENT / T I J I T J T I J T i \\ BOTTOM MAT REINFORCING G NOTES / \ SHOWN (TYP 4 PLCS) / 11 1. REINFORCEMENT SHOWN IN ONE DIRECTION, OTHER r———-1 r—-1 r———--1 \———-1 r———-1 r———-1 r———-1 r———-I I \ PROVIDE 14 "R" BARS IN THESE DIRECTION SIMILAR, ROTATED 90°. I I I I I I I I I I I I I I I 11 EDGE STRIPS (TYP, 4 PLACES) 2. PLACE REINFORCEMENT EVENLY SPACED IN EACH „ i 10 I 10 I 10 I I � � I I I rl 11 I rl I I I I rl I I I I rl I I R H PROVIDE 14 "CC" BARS IN THIS I I PROVIDE 14 "DD" BARS IN THIS STRIP. I I I I I -_-.J L 1 L I L--__J I L._--J L--__J ` LOCATION (TYP, 4 PLACES LOCATION (TYP, 4 PLACES) I L....,—,_,_J L———J L— I I � ( PLACES) 3. SPLICES ONLY ALLOWED IN LOCATIONS SHOWN ON z SH S6, DTL 2. � 4. GALVANIZED OR EPDXY COATED #4 BARS MAY BE 1 c AA — CC AA CC AA CC AA CC DD 33 DD 3D DD 3D I( I DD DD DD USED AS BURY BARS FOR THE BOTTOM MAT i i \ II o � REINFORCING. E&C I I I >- 5. ALL GALVANIZED BARS SHALL HAVE A CLASS 1 r-----1 r------t - r-----t I r----t ---�--1 r : 1 r-:-1 r -- -t II o COATING IN ACCORDANCE WITH ASTM A767. PROVIDE 14 "L" BARS IN THESE f I I P BcN - I I I I „� I I I I I I I EDGE STRIPS (TYP, 4 PLACES) I L I C I I I T J I I P&N I J I P&N I I •� I I ) I I I I I I I t 6. PLACE 8 BARS OF THE APPROPRIATE SIZE IN THE I I ( I I I I I I I I I ` I I I ` ) ` ) " 1 5'-0" WIDE PARTIAL MIDDLE STRIP ALONG EACH L— —J I 7,_4" L__.__J I L____—J L—__—J L°._-- — — I I — I � � SIDE OF THE ROOFJOINT. L— —J L— —J L_. —J , J j 1 -BCC E&C E&C 0 2'-0" x 2'-0" NYSTROM (OR EQUAL) ! 111 \ 24"0 COLUMN // ALUMINUM ROOF OBSERVATION HATCH, \ — — — — I — — _ - 4 Q STEEL REINFORCEMENT SEE SHEET S12 FOR REINFORCEMENT \ I 'I' I "I"'- 't" SIIIIMIIIIMIN (TYP) X11 TYP // © �" SCHEDULE TOP MAT REQUIREMENTS AROUND OPENING \ I I I // N t \ I - 11" I I // MARK REINFORCEMENT TOP MAT REINFORCING r---1 I I r----t I r----t r----t r----t \r----t r-----t r---- // A SEE DETAILS ON SHEET 5 SHOWN (TYP, 4 PLACES) I I I I I I I I I I I I I I I I // B 8 - #6 x VARIES \' (� I I � � I I 11 I M I � I M I ` � I � I I //I 0 I I (� l// C 8 - #6 x 11,_0„I I \L_____ MCX. V IL J I MBcf\ L_.. —J I L—-J—J I L— —J L— \ I �o i_— J [___,<,i D 8 - #6 x 22'-6" I I I \oQ D&C - I D&C I 45.00° boo // 8 -#6 x 21,_1" E r I _a // L 16 #6 x VARIES -- I D&C .10 1 - - N \ - - - -- — — \ �p // ° � M 8 #6 x 22'-6" �► l�� // 'I N 8 - 6. x 11'-0" ROOF PARADET \ 8 _3 8'- 76�, // o P - # , ��,, // 8 #6x21 -1 A \ 10'_0„ I I I - // AA* 8 #6 x 6'_0" r� L r---- r----t I r----1 I r----1 r------t x----� # c S4 ci \ 11 1 1 M BCN I I I - M BCN I I „� I I I I I _ I I I / / cc* 8 - #6 x 6,_0„ C \\ I l ) I I I � , I I l i I VI I �, ) I I ` � I I I // �-, \ I I I I I I I I I I I I // —J L---J L---J L— —J L---J L---x /�f REINFORCING SIZE AND QUANITY TO 75 1 • `0" BBCC D&C 10'-0" D&C // BE DETERMINED BY TANK DESIGNER L\ 0 \ I I I 7'-6" SQUARE DROP / ,,.IYAI I �_. PANEL (TYP) / ° 0 —I- - - - `�_ / 1'-6" X 8" WIDE "\‘k \ u / ROOF PARAPET TERMINATION o STEEL REINFORCEIVENT S;1 � i/ SCHEDULE BOTTOM MAT Lri L r- --'t r----i r----t r•----1 i/ MARK REINFORCEMENT 3'-0" x 1'-6" ROOFVNTS, '�,� I 1 I L I I L I I I 1 I r�� F _ 18 - #6xVARIES 0 SEE DETAIL 3, SHEET S5 FOR I I I i ( ,� I I I ` ,1 I I i �'- G 18 - #6 -x 22'-6" REINFORCEMENT REQUIREM NTS 4,..� I I I I I I I . '' J 18 - #6 x 31'-1" r� AROUND OPENING -I L---J I L---J L.—�i � ;;. .� R 18 - #6 x VARIES • BBCC — -- -- — i - c BB* 18 - #6 x 6'-0" w S5 Se 0 S 5'-0" DD* 18 - #6 x 6'-0" MIDDLE 0 2 1 STRIP 0 C " * THESE BARS SHALL HAVE A CLASS 1 0 10'-0 10 -0 10 -0 10 -0 10'-0 10'-0" 10'-0" 10'-0" 20'-0 20'-0 20'-0 1 ROOF PLAN GALVANIZED COATING IN ACCORDANCE c COLUMN MIDDLE COLUMN MIDDLE COLUMN MIDDLE COLUMN (TYP) (TYP) (TYP) (TYP) — SCALE: NTS WITH ASTM A767 o STRIP STRIP STRIP STRIP STRIP STRIP STRIP c. TANK < - NOTICE REL - d- (.0 PROT!' _ �� SHEET o DESIGNED � > : v1i5 urra ssocia es nc. (N 0 ih 1 9 �� C F TI GAR D.,--- - FP Rt�QF PLAN _CD DRAWN n In�rs anners • • 3.0 MG 550-FOOT 5 IF THIS BAR DOES OREGON CD NOT MEASURE 1" M D N yo - =THEN DRAWING IS , LEL _ 121 S,W. Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 ° NOT TO SCALE CHECKED D. N Portland, Oregon 97204 FAX 503-225-9022 T I (J A R L) NO. DATE BY REVISION I ExPIRES� izisiios 32 of 54 c� PROJECT NO.: 03--06I9.204 SCALE: AS SHOWN DATE: AUGUST 2007 I VARIES 10'- 0" 10'-0" 10'-0" 10 -0 1C-0" 10'-0„ 10'-0„ ,> 5'-6" 5'-6" 5,_6„ 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" — 2" CLR _ --� 15" 15" f-- 15" • 15" - 15" • 15" [-- _., ...-. .... J . B i D C, D C E AA 0" CLR (TYP) 15" A H 15" t 15" H G H 15" 15" H C --j 15" t 15" H J B B 4' F j 2" CLR (TYP) ' DROP PANEL (TYP) <. ROOF EDGE, • .).1...._ — SEE DETAIL A COLUMN (TYP) THIS DWG n ROOF JOINT, SEE VA vn DETAIL 5 THIS DWG 1 SECTION OF TYPICAL COLUMN STRIP wise SCALE: NTS r"1 I VARIES 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-O" . 5'-6" 5'-6" -- 15" • 15 - 1 1 15" • 15" - 5 -6 -- 5'-6" 15„ 15" 5'_6>, 5'-6>, 2" CLR L M � � N P N 0" CLR (TYP) J 0" CLR (TYP) J M N CC A R --1 15" 15" (-•- S H 15" + 15" F- S --I 15" • 15" H T DD, c- OF TRANSVERSE COLUMN STRIP (TYP} I ROOF EDGE, - ROOF JOINT, SEE SEE DETAIL A 2 SECTION OF TYPICAL MIDDLE STRIP DETAIL 5 THIS DWG THIS DWG 35,56 SCALE: NTS 6'-0" (TYP) _J 8" DIRECTION WHICH 2'—O" HAIRPINS MUST -- L-• — BE ORIENTED 2" CLR . 4" 8 - #4 CIRC BARS WITH 24" STAGGERED LAPS INSIDE 6'-0" (TYP) 1 STIRRUPS, STOP CIRC BARS 2" CLR OF ROOF JOINT, Y / PROVIDE #4 x 4'-O" LONG GALV BARS, CENTERED ON DIRECTION WHICH AND PERPENDICULAR TO JOINT, PLACE BAR AT SAME HAIRPINS MUST 24" 24" ELEVATION AS CIRC BAR (TYP) BE ORIENTED ° 4"0 WEEP — REGULAR ROOF REINFORCING HOLES• '— @ 10'-0" OC 2" CLR TYP / "` X #4 GALVANIZED STIRRUPS, ONE PER HAIRPIN 4 ,> OPENING FOR HATCH OR DIRECTION OF REGULAR REINFORCING # S . TYP DIAG #4 x 5 -0 - ROOF VENT _0 4 - #4 CIRC BARS WITH 24" ��" E STAGGERED LAPS, STOP CIRC • °a • BARS 2" CLR OF ROOF JOINT, ° ° ° ° a a .7.... 1'-3" ° ° • Ln PROVIDE #4 x 4'-0" LONG GALV 4 4 HAIRPIN ORIENTATION PLAN, BARS, CENTERED ON AND _ ; * 1 4 o PERPENDICULAR TO JOINT, -� (ONE QUADRANT SHOWN, OTHER QUADRANTS SIMILAR) PLACE BAR AT SAME ELEVATION r`' 2" CLR (TYP) 24" \ AS CIRC BAR (TYP) ©. ADDITIONAL PVC WATERSTOP, SEE- E 1'-1"(t) — #4 HAIRPIN AT 24" OC 9" g" REINFORCING AS DETAIL 1, DWG S8 >s 0 g,, - ° 16" REQUIRED (SEE NOTE 1) — GALV "AA" AND CC TOP SPLICE BAR CENTERED ON AND 4" PERPENDICULAR TO JOINT, PLACE BAR AT SAME ELEVATION --5 PVC REGLET .;' 0" CLR (TYP DIRECTION SHOWN ONLY), WHEN #4 STIRRUP AT SAME SPACING AS "E", "L" - AS REGULAR ROOF REINFORCING o ::.:^4° . • HAIRPIN IS ORIENTED IN TRANSVERSE AND "P" BARS (SEE DETAIL 1 ON DWG S4) DIRECTION, LOCATE BETWEEN UPPERMOST AND (:)..) ,. .. N LOWERMOST LAYERS OF REINFORCING, SEE 3 ADDITIONAL REINFORCEMENT AT ROOF OPENINGS 24 t 2 CLR DETAIL 4 ON THIS DWG FOR ORIENTATION (TYP) SCALE: NTS c9 9 1/2 . ''- 24 1111 ( 1,_3„ CD I NOTES: A A v AIR 7 1/2" ho A ADDITIONAL ROOF EDGE REINFORCEMENT -� 1) ADD REINFORCING EQUAL TO THAT WHICH INTERSECTS THE OPENING AND PLACE HALF OF THE 2" AND OPTIONAL ROOF CURB DETAIL ADDED REINFORCING ON EACH SIDE OF THE OPENING. 2 CLR (TYP) 2) STOP ALL REGULAR REINFORCING WHICH INTERSECTS THE OPENING 2" CLEAR OF THE OPENING 0" CLR (TYP DIRECTION SHOWN ONLY) WHEN STIRRUP IS - ORIENTED IN TRANSVERSE DIRECTION, LOCATE BETWEEN - GALV "BB" AND "DD" BOTTOM SPLICE BAR CENTERED ON SCALE: NTS ON ALL SIDES. UPPERMOST AND LOWERMOST LAYERS OF REINFORCING E 3) ADDED REINFORCING SHALL BE SPACED BETWEEN REGULAR ROOF REINFORCING BARS AT 3" AND PERPENDICULAR TO JOINT, PLACE BAR AT SAME MINIMUM SPACING. ELEVATION AS REGULAR ROOF REINFORCING C 4) LOCATE THE ADDED REINFORCING AT THE SAME ELEVATION AS REINFORCING THAT IS CUT TO 5 AVOID OPENING. LOCATE ONE LAYER OF DIAGONAL BARS DIRECTLY BELOW THE TOP MAT AND , ROOF JOINT DETAIL ONE LAYER DIRECTLY ABOVE THE BOTTOM MAT. - (THE ROOF MAY BE POURED IN QUADRANTS OR HALVES 0 5) SEE SHEET S-15 FOR ADDITIONAL DETAILS. AT THE CONTRACTOR'S OPTION, LOCATE JOINTS MIDWAY E BETWEEN COLUMNS AS SHOWN ON DRAWING 54) j NOTICE s,�RUCTURg1 SHEET � REL ,����,D PRPFFf�, %-jf_D DEGNED �NeFR o. era ssac�a es nc.,N, cy, -- 1- — %f: - CITY OF TIGARD ROOF REINFORCEMENT DETAILS = — n sneers anners M,-- DRAWN r 3.0 MG 550-FOOT s- 6 CO IF THIS BAR DOES yVo0N,c O - _ AND OPTIONAL RC3OF' JO1NT DETAIL MDN Soy = — _ _ _ = 121 S.W. Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 o THEN DRAWING IS CHECKED k D. NEB •�•— — - - - - TIGARD NOT TO SCALE Portland, Oregon 97204 FAX 503-225-9022 NO. DATE BY REVISION I EXPIRES: 12/31/08 PROJECT NO.: 03-0619.204 I SCALE: AS SHOWN I DATE: AUGUST 2007 33 of 54 / - VERTICAL WALL JOINT (TYP)*, AT THE CONTRACTOR'S OPTION SOME OR ALL OF THE SEISMIC CABLES AT THE WALL 8" X 6" X 3/16" X 8" LONG 1/2" NUT, WELD TO TUBING (FOR JOINT MAY BE BENT BACK SO THEY STEEL TUBING WITH STEEL LID, SUPPORTING THREADBAR IN FORM) 5 7/8" x 7 7/8" x 3/16" THICK STEEL DO NOT INTERFERE WITH THE WALL GALVANIZE AFTER FABRICATION 1 2,, DOWELS WITH 4" EXTENSION, LID WELDED TO 6" x 8" x 3/8" THICK JOINT / CAN, GALVANIZE AFTER FABRICATION TWO REQUIRED (TYP) 8" X 6" X 3/8" X 8" LONG STEEL --_, 4" 4" TUBING WITH STEEL LID, GALVANIZE - 1/2" THICK PADS IIII AFTER FABRICATION - 1/2" THICK PADS, 3„'- • 3„ B ir ETWEEN • 1: - SEE NOTE 5 . _```--_ 4 1 1/2" CLR C AND ROOF 1 ; 4 1/2" 5"0 SCH 40 x 10" LONG STEEL PIPE, 46 KSI '' 4Y2" I (TYP) 1 \ Si 10 MIN YIELD, GALV AFTER CUTTING _ ammilm I _ _ ■ 6„ .*Mill . 2 - #4 CIRC AT TOP OF WALL 1 1/2 - 3 9 1/2 (SEE NOTE 11 ON SHEET Si) 11 . 17 IIII ; 6 6"1 3/4" x 5" x 6 PLATE (NON-GALV, I PI I I ., . ES-8 TYP TOP AND BOTTOM) PI , ii-i4 • Oil PVC REGLET . . - - �0 # II §‘ ,0 4 3 HAIRPINS, 3 SETS PER VERTICAL THREADBAR (1 EXTRA SET 12" ' : REQUIRED AT VERTICAL WALL JOINTS, SEE DETAIL 2, THIS DWG) S aimi 0" (TYP) : 0" (TYP) II • 4 - #4 CIRC INSIDE HAIRPINS (SEE NOTE 11 ON - 3" f SHEET Si, TYP TOP AND BOTTOM HAIRPINS) r : 0 ' -41kl‘lAtirOrk WI/ - 7"(t) TO FIRST #4 TIED ) TO VERTICAL TENDON N\virf VW' ? ° ■I SURE PLUG (OR EQUAL) DRIVEN �� .6.-4.... • INTO FORM TIE HOLE, ROUGHEN • . AND DRYPACK WITH 1C: 1S MIX 5„ 5„ (TYP) 3'_11" 3/8"(±) TYP (DIMENSION AT CENTERLINE OF WALL) J V\ L V-11"(±) (TYP) 1'-11"(±) (TYP) .6 i (DIMENSIONS AT 4_ OF WALL) `` 132 - 1 1/4"0 HIGH STRENGTH THREADBARS, ,...• C ' . f INSIDE 1 1/4"0 CLASS 160 PVC PIPE 6 3/4"(t) S *11 WALL JOINTS REQUIRED, EVENLY SPACED . I , 111 1 , ALL NOTES THIS DETAIL REFERENCE WALL AND " ' _ � - FOOTING NOTES ON SHEET S-1 � _ _ _._.,.,.� � 21'-0" 10" 6" ,SECTION OF SEISMIC CABLES AT WALL JOINT. SHOTCRETE AND .- _ . + , 6 WRAPPED STRAND (TYP) (TYP) SCALE: NTS EQUAL .• • - INSIDE WALL RADIUS = 80' 0" L ■ 6" EQUAL 6" i TYP) (TYP, ; --- -- 1 1/2" CLR (TYP ENTIRE `DUAL a a iall I..._.: . .., 1/2 NUT, WELD TO TUBING (FOR L INSIDE FACE OF WALL) SUPPORTING THREADBAR IN FORM) .• a 1/2"0 DOWELS WITH 4" EXTENSION, 1/2"0 GALVANIZED STRAND, � .• • . " TWO REQUIRED (TYP) o a 3 STRANDS PER SET, TIE TO 5 - #4 CIRC BARS AT 24"(f) OC, TIED Al • 4 WALL STEEL AS REQUIRED : a ABOVE HAIRPINS TO #5 VERTICAL BARS , O , a (SEE NOTE 11 ON SHEET S1) a• •7" f TO FIRST 4 TIED #5 x 12 -6 LONG, 3 PER VERTICAL THREADBAR (1 EXTRA , �,, a 5"� SCH 40 x 10" LONG STEEL PIPE, 46 KSI � _ 0 )VERTICAL TENDON ' . REQUIRED AT VERTICAL WALL JOINTS, SEE SECTION AT RIGHT) 4I I, I .. 4 I� ` : a MI►_ .11 K 11 #4 CIRC BARS AT 24"(±) OC, TIED TO VERTICAL ---- —. �...._ `` 2 #4 CIRC AT TOP OF WALL—— .‘„,, ..,r THREADBARS (SEE NOTE 11 ON SHEET 51) ' ' ' ' 6 0 g .. 13 1 3/4" x 5" x 6" PLATE (NON-GALV,1.,; #3 HAIRPINS, 3 SETS PER VERTICAL THREADBAR rl S-7 S-8 TYP TOP AND BOTTOM) (1 EXTRA SET REQUIRED AT VERTICAL WALL JOINTS, 0 1" CLR (TYP ENTIRE - SEE DETAIL 1 ON SHEET S6) #3 HAIRPINS, 3 SETS PER VERTICAL THREADBAR 12 OUTSIDE FACE OF WALL) - 0" (TYP) PVC REGLET (1 EXTRA SET REQUIRED AT VERTICAL WALL JOINTS) 1 1/2" CLR 0" (TYP) �� �.�,� EXPANDABLE VALVE FOR GROUT PUMPING, PLACE AT INSIDE ��� 4,.......... , 1/4 THICK PLASTIC , I _ _ _)__ � SHIM UNDER EVERY • a•_ • I• ' 4 OR OUTSIDE OF TANK WALL AT CONTRACTORS OPTION 'I :- i =.:��= I :ial�: BAR LEG • i ' i f 4 4 ( ...1 i� - - _ 3 �� IF I �.�ii,►` II I III AA % I � i /(SENOTE} S-7 S-8 # 2 4 __ - ,+, 11 71111011 EF, SEE NOTE 2 # „ • a 2'-6'' 3 II I l//�g`� I1 II �X. I #4 STIRRUPS AND BAR, 4 - 2" CLR /� PER VERTICAL THREADBAR - 2" CLR #4 CRC -- .-=-��� _ II__ -I�_Ellrivi__� ��� �- • _ _-! 1 THICK PADS, •...• r- m i 4.—--a W a A 1 f SEE NOTE 4 cn -- �" CLR (TYP) 4„ CLR © 9 Ira . � i a FLOOR ��► El �' SURE PLUG (OR EQUAL) DRIVEN: . 4 1 1'-6" THICK © � LJ • a I WALL FOOTING ,,. � T 3. CLR = � I .N - � A INTO FORM TIE D DRYPACK WIOTHE'1 C 01 SGM XN--- 3 . CLR (PYP) a i CLR ©• a 1 - 3" CLR � ,� 111W r� (Ai TYP --:::-.'4 3" CLR --------- _______ 12" >- 17 - #5 CIRC BARS, #5 STIRRUP, 6 PER N 31" N N 3 EQUAL SPACES 3'-10"(f) OC o SEE NOTE 3 VERTICAL THREADBAR ( 12 - " - NOTES: / 5'-3" 6 1 2" f „(DIMENSIONS AT CENTERLINE OF WALL) w _ - - -__ - 79" ( ), 6 1/2 (±) 1) MAINTAIN CLEARANCE BETWEEN THE INDIVIDUAL o $, 12" 6 1/2 {t) 6 1/2 (±) STRANDS IN THE SEISMIC CABLE SETS (DO NOT 1 TYPICAL RADIAL SECTION OF WALL. �. 2 CABLE BUNDLE). 59" SEISMIC ELEVATION 4 TOP OF WALL DETAILS o S3�5 AND WALL FOOTING DETAILS _ . - SCALE: NTS 2) SEISMIC CABLES MAY BE BENT 45 ON FOOTING SCALE: NTS o SCALE: NTS SIDE OF SLEEVE PRIOR TO INSTALLATION. U �,�RUCTURA4 � NOTICE REL ���0 PROFF� _ — � � SHEET ° O DESIGNED '�NE£R f ; _ IIUITaySffl1th&ASSOCiateS,InC,Murray,� _ _ CITY OF TI GAR D i cy, - - - - - Engilleers/Planners WALL AND WALL FOOTING DETAILS — _ 3.0 MG 550-FOOT DRAWN _ S- 7 CD IF THIS BAR DOES tio�oRECO,00 , _ NOT MEASURE 1" M D N 4,4 15 �SO - _ _ - _ _ - 121 S.W. Salmon, Suite 900 PHONE 503-225-9010 -� RESERVOIR NO. 2 0 NOT TO SCALE CHECKED D. N� �'''� - Portland, Oregon 97204 FAX 503-225-9022 I I C� A R L) NO. DATE BY REVISION EXPIRES' 12/31/08 g 4 54 PROJECT NO.: 03-0619.204 SCALE. AS SHOWN ' DATE. AUGUST 2007 3 of - VERTICAL WALL JOINT - 6" WATERSTOP, TIE OFF AT 12" OC — V\ - VERTICAL THREADBAR 1/2 THREADBAR BOTH SIDES, BOTH DIRECTIONS POURED IN PLACE WALL, 2 - 1" x 3" x 40 DUROMETER BEARING PAD, - ---- INSIDE WALL SPACING REINFORCING AND SHOTCRETE PLACE CONTINUOUSLY INSIDE WATERSTOP, PAD - SHOTCRETE AND OMITTED FOR CLARITY MAY HAVE RADIAL JOINTS ONLY - CL WATERSTOP 2'-0" LAP (TYP) WRAPPED STRAND 1"0 CE TERBULB — — 3 1/2" 3" 3" i A s'".::Y;',::.:4..:,;..:...:.!.i. .:*..'[....ij::;.::i.vi..:.:...::-.1':. .:.::::.*:.:i:,.:-,;.4,::'.r. . . . . . .4.----__ _ . .. . ..., , .., , A. .....-----.. Or MI/ Mgr 141.11r Mir < .e> 1/2" (TYP) — — I Nom wow #4 CIRC _ ____ .....-_,— - PVC WATERSTOP, Ar A AIIII' ArAINI 47 I @ #4 CIRC — ---H---: ::::::::=4= k41"."1"*"(u 0 I SEE DETAIL 10 THIS 1,k., i 1 DWG . /4. %., v - 3 1/2" 1 . . SEISMIC CABLE 3/4" x 2 1/4" CLOSED- 1" x 3 1/2" CLOSED CELL RUBBER PAD, 1 f RUBATEX R423N (OR EQUAL), TOTAL CELL RUBBER PAD PAD MAY HAVE CIRCUMFERENTIAL OR SET (TYP) #5 VERTICAL BAR - 5" 5" 1 WIDTH OF BASE PADS AND WATERSTOP RADIAL JOINTS I 9'' CIRC PVC WATERSTOP AT WALL BASE- - ONE EXTRA #5 VERT BETWEEN THREADBARS AT IS 1/2" GREATER THAN WIDTH OF WALL, COMPRESS PADS BETWEEN WALL FORMS I JOINT, CONNECT TO 6" PVC WATERSTOP VERTICAL WALL JOINTS (ONE EXTRA SET OF #3 TO PREVENT GROUT LEAKAGE I i--1" IN VERTICAL WALL JOINT, SEE DETAIL 1 HAIRPINS AT TOP AND BOTTOM OF WALL ALSO N ON DWG 58 FOR WATERSTOP DETAILS REQUIRED, NOT SHOWN FOR CLARITY) 17\--70 TOP OF FOOTING 2 PLAN OF WALL BASE L J f _ CLOSED-CELL PAD, PLACE AFTER — SCALE: NTS 4 POURING WALL AND BEFORE 40 DUROMETER BEARING PLAN OF VERTICAL WALL JOINT APPLICATION OF SHOTCRETE , PAD PLACED CONTINUOUSLY ..... SCALE: NTS , . TIE OFF WATERSTOP AT 12" SEISMIC CABLE SLEEVE, PLACE - OC, EACH WAY, TOP AND PVC WATERSTOP, SEE I DETAIL 1 ON DWG S-8 A SEISMIC CABLE (TYP) --1 — SEALANT JOINT ALONG FLOOR TIE OFF ALL WATERSTOPS - AND WALL FOOTING JOINTS, _ 1/2"0 GALV STRAND — AT 12" OC ON BOTH SIDES SEE DETAIL 5 THIS DWG 4 3/4" MUS = 38,200 LBS/STRAND RUBATEX R423N (OR EQUAL) 1" ABOVE TOP OF FOOTING I BOTTOM IN BOTH DIRECTIONS _ L4 1/2" (3 STRANDS PER SET) , 6 1/2" 3 1/2" ... 45' 4" 41■4•' # I' T 1 ' '' - Alr AIM% , ■ INNTOO----■-■11.1 ow, 6'-8" 14" 6" PVC WATERSTOP -1- 11110- NOTES: . WITH NO CENTERBULB 1) GLUE ALL PADS TO TOP OF WALL FOOTING WITH CONTACT CEMENT. f 6 MIL POLY SHEETING 1 1/2" I UNDER ENTIRE FLOOR AND 2) FILL ALL VOIDS BETWEEN BASE PADS, SEISMIC CABLE SLEEVE AND 1/2"0 GALVANIZED STRAND (TYP) noel WWI 1%41 am 4A) ta MI 1 2 1/2" FOOTING AREA WATERSTOP WITH A SOFT MASTIC. , ' RUBATEX R423N (OR EQUAL) 1" 2 AT 1" 1" 1" 1 5 WALL FOOTING AND FLOOR JOINT DETAILS , (USE TWO PIECES GLUED 1 BASE OF WALL DETAILS TOGETHER WITH RUBATEX GLUE) F 4" — (FLOOR AND WALL FOOTING REINFORCEMENT OMITTED FOR CLARITY) — SCALE: NTS 3 , SEISMIC CABLE DETAILS -SEE DETAIL 5 THIS SHEET REGULAR FLOOR — SCALE: NTS 8" 6" 6" 8" REINFORCEMENT - . L . 0 . .. , I 1/4" V1/2 <TYP AT EACH CORNER" pearommonsKrAmirmorAvAmoompg EIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII• . • Ifili 0 2 3" I 1 d d ■ ..■ 4 2 1 , 1 SIKAFLEX-2c (OR EQUAL) SEALANT, p , i IIIIIIIIIIIF 1 1 I g I CONICAL HOLE (TYP TOP AND BOTTOM APPLY BOND BREAKER TO HORIZONTAL SURFACE UNDER SEALANT #5 x 5'-0" LONG AT 8" OC, CENTERED ON AND PERPENDICULAR TO JOINT, HOT DIP GALVANIZE, PLACE BAR AT SAME ELEVATION AS REGULAR 1/2"l REINFORCEMENT, TOP AND BOTTOM --(LT I BEARING PLATES) ...0 3" 1 1 I E 1 1" EillIIIIIVAIMIMMIP741110211VAIVAKIAred X '1,4 A SECTION c\i - BEARING PLATE (TYP • • -:t- ...., TOP AND BOTTOM) 6 2 1/2" 2 1/2" CN _.., ...--,.. „... I-- CD (CD -- SQUARE STEEL TUBING -a • .....- „A, co (46 KSI MIN YIELD) • z■'eiez ....- ,..... To 00— NIP,' D ANCHOR NUT WITH BALL ir -,.„ -.... ... ... .., .4. o 35° SHAPED CONNECTION (TYP TOP AND BOTTOM BEARING PLATES) / cr I 1 0 oci . 4 I f 11111111111P CONICAL HOLE (TYP TOP AND (f) or --=-- BOTTOM BEARING PLATES) 1 3/4" i--, 7 OPTIONAL FLOOR JOINT SEALANT DETAIL 0 ....., , _...... - BEARING PLATE (TYP I ..... ar. :.-..,...: TOP AND BOTTOM) f-r) I STEEL CLOSE NIPPLE WELDED ALL r-, --r --"- '11 AROUND TO BEARING PLATE / a' -411- PVC THREAD BY SLIP COUPLER >- C HIGH STRENGTH THREADBAR ---"" cn .... PVC PIPE -o irr- \ --- 0 0 6 BEARING PLATE DETAILS E 0 C 2) — — SCALE: NTS , , 0 ...- < UCTUR,44 C) NOTICE sl'& SHEET ../ REL ‘0 PROff -E---- ---- L--- — A MurrayStilith&Associates)Inc' _ C DESIGNED NE*4-,0 ;:), C N 0 lh 1 , // '1';,Z62' ',,- , CITY OF TIGARD ..--- 1.....=.......J FP -ailif / ' , _ 11111 . go I' 3.0 MG 550-FOOT S- 8 , : -- . .-_-- = _ Engineers/Plailners DETAILS _ _ _ _ _ — DRAWN • .. co IF THIS BAR DOES y 4, ORE i 0 0 - — ,-- NOT MEASURE 1" 121 S.W. Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 rr) THEN DRAWING IS CHECKED D. .1- I 0 A R D o NOT TO SCALE ......■■•■•■• Portland, Oregon 97204 FAX 503-225-9022 35 54 (16 NO. DATE BY REVISION EXPIRES' 12/31/08 PROJECT NO.: 03-0619.204 I SCALE: AS SHOWN I DATE.. AUGUST 2007 of , CL WATERSTOP — ROOF REINFORCING OMITTED FO CLARITY A '* 4 41 r 10-444-■ 111 , ... 4 ■ 1/2" x 3" x 40 DUROMETER 2 - 1/2"0 x 6" LONG B .1 BARS (TYP EACH CAN) ■ BEARING PAD, PLACE CONTIN- i '1 0 UOUSLY AND FIT TIGHTLY Li/2,, , k AROUND ROUND PIPE ' 4 1/2" \• A 6_ WA. AL. 1. 8" -.'::. A1111111111 , 1 1/16" CL (TYP) CLOSED-CELL RUBBER PAD PER " 1 ;1.:: SPECIFICATIONS 4 (±) . \ 5'0 SCHir 1 ,e Li TANK RADIAL LINE 40 DUROMETER BEARING PAD, 6" — E ---- NUMBER OF RIBS PER SIDE F PVC SHOTCRETE REGLET -:•,:c, 4 PLACE CONTINUOUSLY BETWEEN 40 PIPE '.': ° ' SQUARE TUBING 0 ■ IEEE FILL ALL VOIDS BETWEEN RECTANGULAR A _II 4■411..- -■;'' ' Atilina. TUBING AND ROUND PIPE WITH SHOTCRETE AND WRAPPED ---::;': - , STRAND '..:: •--- - 'WV -411•••••■•• RUBATEX R423N (OR EQUAL) Ilk 111111111 VERTICAL THREADBARS AND :`z ' AdilbAllaMll 2" WALL REINFORCING NOT 1/2" RUBATEX R423N (OR , , SHOWN FOR CLARITY E TIGHTLY AROUND PAD,UND ROUND 3 REQUIRED,PIPE FIT l'r Nali. 6" GREEN- '■ 1 LOCATION A B C D E F VINYLEX STREAK , 2 TOP OF WALL DETAILS A hili. ..4. ili..NIL 7 , WALL TO WALL FOOTING 9" 1" 3/8" 3/8" OR 1/4" RB9-38H 735 — SCALE: NTS 8 , WALL TO ROOF CONNECTION NOTES: VERTICAL WALL, ROOF 7/16" 1) GLUE ALL PADS TO TOP OF WALL WITH CONTACT CEMENT. AND OPTIONAL ROOF 6" - 3/8" OR 7 - R6-38 679 8" 2) FILL ALL VOIDS BETWEEN WALL, ROOF PADS AND TUBING HATCH CURB JOINTS* 3/8" r WITH A SOFT MASTIC. 1" 7 1/4" FLOOR TO PIPE BLOCKS 6" OR 3/8" 3/8" OR OR RB6-38H 732 C AND WALL TO ROOF 7/8'' 8 9/32" ROOF PARAPET, SEE DWG 54 ' •• 1'-6" 3 PLAN OF WALL TO ROOF CONNECTION , \ FOR LOCATION AND DWG 55, ‹ —ROOF REINFORCING OMITTED ' * SEE NOTE 1 BELOW DETAIL "A" FOR REINFORCING a FOR CLARITY —, SCALE: NTS REQUIREMENTS . NOTES: <1 1) NO CENTERBULB ALLOWED IN THE WATERSTOP FOR THE VERTICAL WALL JOINTS. ,4 , 4 FAN SEISMIC CABLES IN HORIZONTAL 2) SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS. 4 1/2" : c\A -7.1/2" PLANE IN FOOTING, MIN CLEARANCE BETWEEN ENDS OF STRANDS IN 3) ALL SPLICES SHALL BE MADE IN ACCORDANCE WITH THE 4 1/2": i \ \ BOTTOM OF FOOTING SHALL BE 4" EXTERIOR FACE OF — MANUFACTURER'S RECOMMENDATIONS. WALL FOOTING CLOSED-CELL RUBBER PAD PER , SPECIFICATIONS 40 DUROMETER BEARING PAD, ___-_- — 1 WATERSTOP SCHEDULE PVC SHOTCRETE REGLET 1 ..',.', d PLACE CONTINUOUSLY BETWEEN 7 - /°°11111116' SQUARE TUBING — SCALE: NTS SHOTCRETE AND WRAPPED----•' < WALL ' STRAND .:' FOOTING VERTICAL THREADBARS AND ::‘:-- • - imi..,"' um A WALL REINFORCING NOT ..: ‘_. SHOWN FOR CLARITY a);-1 Mid WALL / t 5 , ' SCALE: NTS TOP OF WALL DETAILS, / --.... , -....ii, — NUMBER OF WRAPS HEIGHT ABOVE TOP OF FOOTING LEVEL AND SMOOTH STEEL 3" CLR MIN (TYP) 1§_i. LAYER 21'-O" TROWEL FINISH (ENTIRE WALL) 21" NO WRAPS • 19'-3" 6 PLAN OF SEISMIC CABLES IN WALL FOOTING TOP ANCHOR -) L 7 18'-0" I il _ 3/4" THICK 11,1 I . ll , NOTE: 8 3/4x1 1/2x4" PLYWOOD 4 SEISMIC CABLE SET MAY BE PLACED ON EITHER 15'-0" \ 11 SIDE OF FOOTING, 3" CLEARANCE TO EDGE OF STRAND WEDGE 3x3x3/16 STEEL TUBING ANCHOR r , r .„, C ill 1 FOOTING MUST BE MAINTAINED INTERMEDIATE 3 11 A_7 $ B ' 111111 (13 ANCHORS AS 12'-0" 1 , 2 1/2" i , ; ' , 9" — III 11 1 0 — I 11111 a REQUIRED "U" ANCHOR I I . E14 N ' 4 ./.; I - 1 )-- — — — --( 3/8"0 BOLT - )mi!--11 -11 -ill- • III 0 9'--0" C 4x6.25 5 1/2" 0 4" 11,11A11111111 II Lf) i /J-- — — — .-. . t , IIIII 11 (3-; 18 3/8"0 STRAND I 10 1/2" CD I 6'-0" . , 0 A SECTION C , SECTION ,,, oo - 1 ' — 4 1/2 — r ..,,...„ , 21 3 -0 , . oo e " If — a) 25 PACK TUBING WITH HIGH BUILD - i,......... -0 i-- 8 NO WRAPS 3/4" WOOD CAP -- - EPDXY IMMEDIATELY PRIOR TO 1 II 0 BOTTOM ANCHOR 3 22=222 .. II o -o 1 1/21 IIIIIIIIII INSERTING "U" ANCHOR O) /2" .. .----3. t 104 TOTAL WRAPS = 104 1 i I I Itli■—■$ 7.7. P 11immilmmillimi 40 f I ilitit... SHOTCRETE ,...,., :.:".!.',!'. II I iiimoidiimm ,,,.,,i,i. ,,,,.,,, -I' (f) 1" 111 r--- WALL ANCHOR LOCATIONS TANK WALL WRAPPING, iv 0" MIN CLEARANCE 111 6" 1/2" 11 I'r) I 1 , II B SECTION 7----, 4 WRAPPING REQUIREMENTS ...... 1 - . II 1" 8" TOP OF MAT SLAB „ , . >- — SCALE: NTS f 0 , 0 , - (WRAPPING REQUIREMENTS ARE BASED STRICTLY ON THE FORCES AND TOLERANCES o 0 SPECIFIED IN THE CIRCUMFERENTIAL PRESTRESSING NOTES AND IN THE SPECIFICATIONS) 8 WALL ANCHOR DETAILS , – SCALE: NTS 0 , n n < ucTup44 (3 NOTICE sl n„ SHEET ./ Wit ,f- „ 0 DESIGNED 4 47 -E— — '1:: — i Murray Smith&Associates,Inc. c\i 0 h 1 _ . ' 19>211 gis.',A , CITY OF TIGARD .,- 1....En5.......J FP ___ _ ____ — - — - — - .... _ li . NI (7, Engineers/Planners DETAILS _ _ ____ __A . . 3.0 MG 550-FOOT S- 9 DRAWN ad.& 1 Art - - - Lo IF THIS BAR DOES V + ORE • p =I' = ___ = = CD Ofr 7.00 - - - _ _ _ ___ - ' NOT MEASURE 1" MDN ,f, • 1 0+ - = 121 SI Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 l'(*) THEN DRAWING IS CHECKED 44), 1 D. P.1 \-c) — — — — _ _ _ - - _ - T I G A R D o NOT TO SCALE ..•■•■•■•1 Portland, Oregon 97204 FAX 503-225-9022 r , , . . 36 of 54 -, NO. DATE ..) , BY REVISION EXPIRES, 12/31/08 PROJECT NO.: 03-0619.204 I SCALE: AS SHOWN I DATE: AUGUST 2007 \ Ilr C \ B _1_,_ A 4" RAIL 80'-3"R ,- - 1/2"0 x 3" LONG EPDXY- ANCHOR BOLT (TYP) 12" (TYP) --I — 2'' CLR - 1/2"0 x 3" LONG EPDXY ANCHOR BOLT (TYP) L6x4x1/2 x 5" LONG (TYP) , 0 ° 1 _ _ . ' , * ' y . * I I ,........, , ,, , ,, — 4 -0 x 8 -0 NYSTROM 12" CURB V <TYP REMOVABLE EXTENSION----4i DOUBLE LEAF (OR EQUAL) il 5/8"x5" SST ANCHOR (ALL AROUND) . A . . il ALUMINUM ROOF ACCESS HATCH BOLT, NUT & WASHER t I . ii 0 I ' 1/-'.------- i 111111 INNS I I I 6" 8'-O" 11 12" A HILT! H VA SYSTEM OR APPVD EQUAL 6" 5'-0" x 3'-11" x 6 4 - U I "1 o III o r 0 100 PSF GRATING, d I 1 5/8" CLIP TO ANGLES , . . „ 1'--9" CLR --1 0 • fEESEECEEIECIESEril 1 IF iii 2'-6'' a 1-I - 1 . I / III D , -.//\!, , 6" , 1 , I I 6'' i-- , . A 4' 0 -.00111111■ .g .. i .‹ I 0 410 ° 15" ROOF 0, CI 11: v '6 . _ F . . I 1 . . . ) C L4x4x1/4 x 48" LONG 01 15/8" 2Y4" , . I , .%3 4 GRATING 01 %'' STL L L4x4x1/4 x 5'-0" LONG, • I BOLT TO CONCRETE ' C IMIII■MMEMNIIIMMINI USING 5 - 1/2"0 BOLTS . AT 12" OC PER ANGLE 4 I 4 V OP 0 5'-O" 3'-O" 4/ -. 0 23'-9" 4 • 0 SAF-T-CLIMB RAIL WITH A PLAN OF HATCH OPENING EXTENSION, INSTALL PER ' MANUFACTURER'S : SCALE: NTS RECOMENDATIONS 21'-O 1/2" 4 HANDRAIL MOUNTING SECTION & DETAIL 0 SCALE: NTS • 4'' L. L 16'-O" SECTIONS --.... 1 1 12" (TYP) 1 8'-O" MAX SPACING I 2" SCHED 40 PIPE, TYP - 1"0 SOLID BAR, EXTEND 1" 0 ,- TYP f 11 1/2" TO MIN INTO 3"0 SCH PIPES b ,-\ , d 6 . A , FIRST RUNG 2'' SCHED 40 PIPES , 12" 3"0 SCH 40 PIPE (TYP) iiii.......4) ...,------------ INSTALLED PLUMB, TY[7--'-''''--'-----"-■ —tj , — 6 ); ; 4 6 , , : — 1'-9" CLR CD -•• 11/4" SCHED 40 PIPE, TYP 12" - ROUGHEN SURFACE 2" TO 1/4" AMPLITUDE 6 — b ); ; d b , f 1'-6" ?3/16" V < 7-- ROOF CURB 1/2" - . • i 1 2)-0" 9 , 2"(±) CONNECTION PER MFR DESIGN, TYP ' , 4 NOTE: ALL HORIZ PIPE ROLLED AT 80'-3" RADIUS. — D E , SECTION OF LADDER 6"— I- 2'-4"4" --- 6" , . — SCALE: NTS , , , 1 , HATCH AND LADDER DETAIL, 2 INTERIOR LADDER DETAILS, 3 ROOF PARAPET HANDRAIL MOUNTING DETAIL SCALE: NTS SCALE: NTS , SCALE: NTS ' " - 4'-0" x 8'-O" NYSTROM DOUBLE LEAF _ 4 -0 1 1/2" DRAIN COUPLING ' ALUMINUM ROOF ACCESS HATCH 8'-0" (D-"' ' • , .111 1-4- -, 1 i 1 ;•.... _o L, , Ii • . • . 1 j- --, E a, 10 1/2" 12 n — GRATING a 12" 1212" •• •. 2'' v ' 4 L, f t !! I-I- - f ' 1-- 4 4 1 1 0 1 o' , • szt========F=c= i / / 10 1/2" 12" .c5 L4x4x1/4 (TYP) C-4 12"i! a . 0 4 o il T [-, \\ ° • 4 \////\ 18" 18" /// ,,/.41 ' o o o 0 _ __.____= 4 / 0 /\/ / \\\ / 4 1 i2" ll 0 .4 • . / // i II (TYP) II 00 2)-10 1/2"" • / \ / ■. / \ \/ 4 \ , \ ,,/,„ ',.. T \ 4 4 ' \ • 4' • OF GRATING t 4 . 1 . 00 <7 0 a . 15" ° • 15" ‹,\ A \/ 4 2'-0" --13 . 4" a' • 4 . -c) F ° ROOF .0 < , q 4 ROOF 4°. a 0 °4 ./ c=• < 4 4 4, I / • i 4 A • 4 , ..-------%. , N 4 .. i ' '1 • , 15" ROOF I 4 0 •. < .zi 0 II il 0 .c ) 4 . . 11/ Cl. d . -0 - #5 VERTICAL BARS WITH 6" • , i • •• • : - 6 ----1/\ , . HOOK AT 12" OC WITH 5 - #4 4" --I HORIZONTAL BARS ALL . (r) B SECTION c SECTION, AROUND, EVENLY SPACED, EF F SECTION --i--1 ..--' h-, , SCALE: NTS SCALE: NTS c) , . SCALE: NTS f-r) INTERIOR LADDER NOTES: I N- 1) ALL MATERIAL FOR INTERIOR AND EXTERIOR LADDER CAGE, PIPE SIDERAILS, 6) ALL ALUMINUM IN CONTACT WITH CONCRETE MUST BE COATED WITH A 9) WHERE SST BOLTS ARE PLACED IN THE WALL EXTERIOR, DRILL AND PLACE ..--' RUNGS BRACKETS, SAF-T-CLIMB, AND BASE PLATES TO BE SST 316. HEAVY BITUMASTIC COATING OR EPDXY PAINT. AFTER WRAPPING AND BEFORE SHOTCRETING. TAKE EXTREME CARE TO \e AVOID DAMAGING PRESTRESSING. PLACE A STEEL PIPE AROUND THE DRILL (:: 2) ROOF HATCH GRATING TO BE SST 316 OR FIBERGLASS. 7) USE SST 316 FOR ALL BOLTS UNLESS NOTED OTHERWISE. BIT TO KEEP BIT FROM COMING IN CONTACT WITH THE PRESTRESSING. INSERT BOLTS BEFORE SHOTCRETING TO MARK HOLE LOCATION. PACK cf) -0 3) LADDER RUNGS TO BE SOLID BARS. 8) WHERE SST BOLTS ARE IN CONTACT WITH DISSIMILAR METALS, USE HOLE IN SHOTCRETE WITH EPDXY BEFORE FINAL INSTALLATION OF BOLTS o INSULATING SLEEVES AND PHENOLIC WASHERS TO ELECTRICALLY ISOLATE TO INSURE COMPLETE COVERAGE OF PRESTRESSING. 0 E 4) ALL WELDS TO BE 1/4" MINIMUM. THE BOLTS. 0 0 5) ROOF HATCH TO BE MANUFACTURED OF ALUMINUM. c) 1 < SHEET cp NOTICE KOFF REL It,V9 d-- 44311N/4 Illz_ E-- — f":":---- = Murray)kith&Assodates'Inc DESIGNED ç ? 4r 62947 4 -Vr.. CN 0 h 1 • CITY OF TIGARD INTERIOR LADDER AND .,-- L.. ......1 IF THIS BAR DOES 0 FP/MBE .:-..& i A, 16, Alli =-E. i —7. 1-7.- =---- -.77---... -----=___ Engineers/Planners III — (7) — DRAWN N . • 3.0 MG 550-FOOT ACCESS HATCH DETAILS S I 0 co o BMG (-4, 4,0 1..% e, _ _ _ _ ___ _ ,,-- NOT MEASURE 1" 4s) A Ay 11. — — — --E 121 S.W. Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 THEN DRAWING IS CHECKED /P/A1 At M Go\ TIGARD 0 NOT TO SCALE immi■■■•■■ Portland, Oregon 97204 FAX 503-225-9022 37 of 54 NO. DATE BY REVISION EXPIRES 6-30-09 PROJECT NO.: 03-0619.204 SCALE: AS SHOWN DATE: AUGUST 2007 / .,4 V\---- COLUMN REINFORCEMENT 4 OMITTED FOR CLARITY 14 - #8 BARS ., 4 ° 4 AT 5 5/8"(±) OC - #4 PERIMETER BAR (TYP) #4@s12" E.W., E.F. < -- 1" #6 STIRRUP, SEE DETAIL 4 3 FOR SPACING , \l'tl: t ° CLR, 111111 1111111 _ . • E#6 A TSTIRRUPS 1 3,,(±) 00 REGULAR FLOOR REINFORCING- 111 -1- 4- 4*7 -t , l'-6'' IIIII I II 11111 1--1'' CLR OMITTED FOR CLARITY 2" CLR - 4, „ . 4, - . . 4 L_ _ — -,L_. _-- — _A _J i - i 4 11111111111111 REQ4UIf7 DINAL 5-9" x 13'-3" x 2" DEEP PLACE 13 - #8 x 11'-8" LONG #4 x 5 -0LONG AGO BARS (TYP EACH CORNER) , 11111 I I I I II II RECESS, ROUGHEN SURFACE, BARS WITH STANDARD HOOKS SEE COLUMN NOTES 5'--9" Mill I IIIII III 1- M 3" (TYP) il IIIIII III Y — - - - -\ 6 - #6 STIRRUPS 13'-9" 111111111111111 REQUIRED AT 10"(±) OC 13'-9" x 6'-3" COLUMN FOOTING 1 111111111111111 (10 FOOTINGS REQUIRED, SEE DWG S2 FOR LOCATION) _ COLUMN FOOTING ABOVE 1111111 I 1111111 111 • ' I I • 11 111111 MI III COLUMN FOOTING RECESS 11 , 0 • I I CENTERED UNDER COLUMN 1111 I I 1111 III ____ ___ ____ 10 - #9 VERTICAL BARS \ - - - --- -------/ IIIIIIIIIIIH II I I I I Milli 6'-3" 4 - #6 STIRRUPS REQUIRED AT 13"(±) OC - - 40• 2" CLR ROUGHEN SURFACE, SEE COLUMN NOTES OF DETAIL 6 ON DWG S8 -• '7 4• a)•1/2"0 SPIRAL REINFORCING t (SMOOTH OR DEFORMED) AT Ilhilil. op, ° • 1 3'-9" X 6'-3 tt RECTANGULAR 3" PITCH . . -'6/4 _• 24"0 COLUMN PLAN OF RECTANGULAR COLUMN FOOTING RECESS 2 COLUMN FOOTING DETAILS 3 CONCRETE SPACER DISC ' A SECTION - . SCALE: NTS 7'-6" (SQUARE) TWO-WAY FLAT SLAB _ ROOF (REINFORCING 1'-8" NOT SHOWN) 1....... IFINIK_... .--4- 0111111-611.11.1 (TYP) 01111.-11.-610.1. - 4000 PSI SPACER, USE 6 SPACERS AT 60° vil—Mittlii=:7 3 1/2" CLR ...,---i HORIZONTALLY, START AT TOP AND BOTTOM, PLACE l 4 7-7.— ' 4 ,2 < I . ( 4 1> HORIZONTAL ROWS AT 36" MAXIMUM VERTICAL SPACING, HIGH STRENGTH SPACER MUST BE OF 11.11•11.-1110111. SUFFICIENT SIZE, STRENGTH AND SPACING TO HOLD 15" ROOF <> A < / 4 I • ---------------"'I--------1 MOW IIIIIIIIIm___L----------- REINFORCING IN PLACE AND TO MAINTAIN PROPER aniiiingffill_p__ COVERAGE DURING THE ENTIRE FABRICATION, ERECTION -3■11"- 1-- ---- -i-ji. LAP SPLICE VERTICAL 1 Ilillii- REINFORCING 48'' ABOVE --- NIMBI IIIIIIIIII._____.L1---------_ < AND CONCRETE PLACING OPERATIONS, ADEQUACY OF illililifiall. r _ p2LA_cE# 1 HR FOE LOcoPT0LS Ry WRBI TEE HI NN EF2A0OTR'H'c 1 L NA GP, REGULA4DR LI 4 1111■11■111111 SPACERS MUST BE DEMONSTRATED PRIOR TO USE COLUMN FOOTING A 110111- 1- 1-11111011r•, 1 -, ....40.1-....■1_ , 1111661■0 8 -9"95 , (1) . - .1 COLUMN FOOTING RECESS _ IN.11.41k--------1"----1111111.11 ■PA MIIIIIP-111.1 8" DROP PANEL --I L 3/4" CENTERED UNDER COLUMN E 4 wim_------- 11111111111 ' .4 11111.1-1■1111 , • . IIIMINIIIININIP ' 'il-11-11-901111. P '' PLACE 4 - #5 x 13'-6" LONG • • 0-) -------1-------1 -111111110 111111..1 .-- 1.11111- 1- 1- 1-1 191.1.111 ADDITIONAL BARS, EW, CENTERED UNDER _ cNI 11111111111 0111.111"01101 COLUMN AND EVENLY SPACED BETWEEN I 6-; 11111■A _191)1. 11HIP dll.ill■Pl 6"(±) (TYP) o REGULAR FLOOR REINFORCEMENT, PLACE ROUGHEN SURFACE dllgll_-----11------------ "IMP M61-1- 1-I, 1_ 111 ADDITIONAL STEEL IN SAME PLANE AS , 4 , r, Mil-•-"l'_______—___lwIIIIPI LAP SPLICE SPIRAL Milliligill. REGULAR FLOOR REINFORCEMENT, 8 6"(±) (TYP) 0 -01111111. REINFORCING ONE FULL 011114- _____ BARS TOTAL PER COLUMN oo --lain. 1.11111.1_ ----------- REVOLUTION illtilli■P - - , COLUMN FOOTING ABOVE 00 ALL TIE WIRES MUST BE IIIIIIIII -1 -1 ---, ."--11-.■1-P BENT ENTIRELY WITHIN 10111.111___-----L---------1 *1"1111 illliiiillISSUP (7) SPIRAL, INSPECT COLUMN a ji"I MAP PA 011-111.1.--.111.11 0 0 REINFORCING THOROUGHLY vl WIllillIg... ''' #4©12" E.W., E.F. a NI.11111.111111 t, 2 DEEP x 8'-9"0 ROUGHEN SURFACE, SEE NOTE 3 AFTER FABRICATION AND 10111111■1 .4 -1-N-1----1-.1.---"•11!11- 1111-- I- RECESS, ROUGHEN ------------------_ C7) BEFORE ENCLOSING IN FORM 1.111imi l'' iniiii■P SURFACE TO 1/4" -----:--. -. --mil. AIMMO-- 2" CLR 1 AMPLITUDE -0 11111611:-. 11 TIM--"-"11- _---------------. .- 01111A--------_ REGULAR FLOOR - _--......,----.---...... ' v ------ *----:-.411 ----■•■i--,--, •-------; . A• • II • ' I 111111m1- ..... REINFORCING ii ..1.,,,e1....■01 p COLUMN NOTES: (r) ____d_____.. wimp 16" 1011111119-1111111_ IN Z1 a 1) POUR A 1" THICK LAYER OF (1O: 1S) MIX AT THE BASE OF THE / allillnlaill. , COLUMNS IMMEDIATELY PRIOR TO BEGINNING THE COLUMN POUR. 4 • 1.11114- I- 1-"Igill111I 4 o illowINIPIP .6 • . ____. . - • - 2) POUR A 1/2" THICK LAYER OF (1C: 1S) MIX AT THE COLUMN I •Nou I _- _MIII. . L _ IMILMIllial - - - - - FOOTING RECESS IMMEDIATELY PRIOR TO BEGINNING THE COLUMN ho a 1111111■111 .4 A ,>: : : : : : : : ; : : : : : : : : : . . ,. .. . . .> FOOTING POUR. , I v4 arni‘ 1- 1-1■11. IP ' 3) COLUMN FOOTING RECESSES SHALL BE ROUGHENED TO 1/4" inni-IIIIMIP - AMPLITUDE AND CLEANED OF CURING COMPOUNDS BY / 3'' CLR 1'-8" \e' . go 1. 11 SANDBLASTING, OR EQUAL, PRIOR TO POURING THE COLUMN >-- _111111111 (TYP) FOOTING. / T (:) ---V 9'-3" (SQUARE) u) I . o -E 4 TOP OF COLUMN DETAILS 5 COLUMN BASE DETAILS, 6 PLAN OF COLUMN RECESS, 0 , , 0 - SCALE: NTS - SCALE: NTS , - SCALE: NTS , . / 0 < slociup44 SHEET 0 ' NOTICE ..- Et---- 1 – . Murraykith&Assodates)Inc' o DESIGNED ' 1 NE'4. * (NI 0 h 1 teil 7 - iti q CITY OF TIGARD 1.„...=......1 FP COLUMN FOOTING DETAILS / ---'7 =-- ' A ----- Engineers/Planners 11111 . . DRAWN • 0 al 3.0 MG 550-FOOT s- I I up IF THIS BAR DOES v , OREGO 0 — — — — — ' 0 r0 I, (20) — — — — — / NOT MEASURE 1" MDN 4 • 15 = 121 SIV. Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 , THEN DRAWING IS CHECKED C D. 14SN-5- - - - - — - - - - - — n ii j A TIGARD 0 NOT TO SCALE ••■••■■••■•• Portland, Oregon 97204 FAX 503-225-9022 . DATE: 38 of 54 6 NO. DATE BY REVISION I EXPIRES' 12/31/08 I PROJECT NO.: 03-0619.204 I SCALE: AS SHOWN I DATE. AUGUST 2007 r — IJ , I I a■'!44�i�l" < f,, F r ° d a da 3/ 4� a d 1 2" WASHDOWN PIPING 18" , r•1 P EL=56 1 .00' ,.d d a da l} �) TYP 3/ „ r .. ` 2,_6„ - - - r 2 _57/ OF EL=560.00 a II r-- ° 24" INLET/OUTLET 3'-0"_0 BAFFLE �_ SEE DET 3, (r"-1) - _ THIS SH T --11. . ---.)L A NOTES: 4 � .5 a '� ► I . BAFFLES AND BRACKETS TO BE A36 STEEL. . . °_ -- a 12" DRAIN ..0. 3'-O" 2. SEAL WELD ALL WELD CONNECTIONS. 4 d a - 3. PAINT SIMILAR TO PIPE. NO CUTTING OR t..---- .: sE B DRILLING OF STEEL PERMITTED FOLLOWING : 4 PAINTING. a F I 4. PROV I DE NEOPRENE WASHERS BETWEEN ' . I STEEL WASHERS AND PA I NTED STEEL. . ° . I - 18" FLEX CPLG W/ r PIPE STOP & INSUL TANK WALL & FOOTING BAFFLE 2 a `�1 BOOT, SEE SPECS SCALE: NTS .,.,_ INSUL FLG JT TYP 1 NLET/OUTLET 8c WASHDOWN — -" SEE SPECS & a PIPE ENTRANCE PLAN � FLR ' DET 1 , SHT C- 13 NTS __, 4 EL=540.00' f i g 6"+- AT WALL „ � STL PIPE 2'_9�� ,,,,,I -18" 9 L D I PIPE rli v d - 4• 4 a ) i'L T-311 ..-J 1 ° d a v d d 77\/\___ — .-77/L— 1 a a 4. 4< . 4 .1 ,LA„---!,, t a 2'-4" .-- . ..--_3'-6" 7'-6" ...—3'_ 10" a a 4 ° a 12'M I N 4 .^ � o ;' r-;:- _ ,� a a a 24 90 BEND, FLG a [ 6 ----SLP=2.0% M I N ,., I -6 0'_6 +� ---. , .,.,,, .� ,------- S--13 STL PIPE '' I E=534.30' i d d _ a v r' a DI PIPE v _i_ 4 a 4 4 ° ° d a 4 a 4 a d 51_311 - 4 NOTES: 4 v I _, 3'78' _ /f - I '-0" a..__._.�..iA _ a -�- .-- �- - `�� a I . OVERFLOW PIPE SECTIONS TO BE 10'-0" MAXI MUM LENGTH. PROVIDE I 1 Q • • • * _'' L_4 • • ' • • I 1 r-� 4 ,,, , , I FLANGES BETWEEN P I PE SECTIONS./ . III 0 0 I I I I i „ HI I o -I- • I I ; a #5. VEER TIIuAL ► a -.-- --.--0 —2 CLR I I1 . I • G I I a BAR AT 12" © 2. ALL HOLES I N P I PE AND APPURTENANCES TO BE DR I LLED. t 1E 535.50 iii • • --i I--- 'mo d I I--- OC, . EF (TYP) _ b l'`"-- �, a o 2 CLR a 8 -0 8 "a 2-24 WATER FLEX , 4 ° V OVERFLOW P FE a WF 3 CHKV a � a = : 3 I �-O" _I 1" WIDE x 1/2" DEEP a ENT RANCE D ETA I L A J SIKAFLEX-2C SL © a ° a ,, SCALE: 3/8"= I '-0" IE 533.00 SEALANT (OR EQUAL,1 a TYP ALL AROUND) a �� I '-0" a a r a _ _ _ _ _ _ _ _ _ _ _ _ 2-Y2110 SST BOLTS W/LOCKNUTS (TYP), USE t L1-0" q- ,, -\- ,\\\ \› , \- \- , \7 , ;- SLOTTED HOLES FOR ADJUSTMENT ' - PIPE MUST BE FLANGED OR 0'-2" CLR NN�N,\\\ #5 AT 12" OC, EW, STOP BARS �\\� /8 TYP SEE OWNER'S DWGS FOR PIPE MATERIAL TYPE PIPE BLOCK HAVE SEEP RINGS WELDED TO IT 2" CLEAR OF EDGE OF SLAB 2" SST WORCHESTER 3/8 r' r a AND CONTINUATION ENCASEMENT (MIN 3" WIDE x 1/4" THICK) TYP (TYP, TOP AND BOTTOM) BALL VALVE, THRD SERIES I " - FOR ALL PIPE ENTRANCES NOTE: /2 SST BOLT (TYP) E 59 OR APPVD EQ 2" x 2y2" SST MALE x MALE � � �� o NST x FEMALE NPT RDCR 30� STL PIPING N SECT I ON ALL VERTICAL BARS TO HAVE SECT I ON B 2 SST 90 STREET ELB, 1 30O ,11.1.1L./ �._.�_ 3 NTS 12 MIN HOOK ON EACH END. NTS THRD X THRD, NPT 14„(+0 SST P i PE CLAMP /$ MIN THK, N - - _ ITT■ / SIZE AS REQ'D o 2" SST UNION 24"x 16"x I/4" SST PL SHEET NOTES: - - co t J 2 - 3"x3"A" SST 316 4 00 I . PIPING ENCASED I N CONCRETE TO BE FLANGED DUCTILE IRON PIPE UNLESS OTHERWISE NOTED. g" 4 < 4 ,a .•4 4 ANGLES BACK TO BACK 1 2. ALL EXPOSED P I P I NG I N RESERVO I R SHALL BE PA I NT L I NED AND COATED UNLESS OTHERW I SE _ a ° g.. y2 SST EXP BOLT (TYP) U' NOTED, SEE SPEC I F I CAT I ONS. EXTEND COAT I NG 3" I NTO CONCRETE AT FLOOR P I P I NG o a 4 W/3y2 MIN EMBEDMENT 0' PENETRAT 10NS. N a a. ' ° . PIPE BRACKET NOTES: a N t .-f I . USE SST 316 FOR ALL BOLTS NOT FULLY ENCASED IN CONC UNLESS OTHERWISE 3. PROVIDE INSULATING 1 NG FLANGE JOINT BETWEEN DISSIMILAR SS 1 M 1 LAR PIPE MATERIALS, SEE SPECS AND 4 - NOTED. I DETAIL I , SHEET C-- 13. Q °a 2" SCHED 40 3"x l/4" SST 4. SEAL MEMBRANE AROUND ALL PIPE PENETRATIONS. SST PIPE SEEP RING 2. WHERE SS BOLTS ARE I N CONTACT WITH DISSIMILAR METALS, USE I NSULAT I N,G o SLEEVES AND PHENOL I C WASHERS TO ELECTR I CALLY I SOLATE THE BOLTS. 0 5. I NSTALL REBAR I N ALL P I PE BLOCKS. REBAR TO BE #5'S AT 12" ON CENTER EACH WAY EACH cam., FACE WITH 2" MINIMUM CLEARANCE FROM EDGE AND PIP I NG. 3. PROV I DE NEOPRENE PAD BETWEEN P I PE CLAMP AND PA I NTED P I PE. 0-, WASHDOWN / p IPE BRACKET 6. ALL STEEL PIPING SHALL BE PRIMED AND PAINTED. WELDING, DRILLING, CUTTING OF PIPE CO o SECTIONS OR WELDING OF APPURTENANCES TO PIPE, WILL NOT BE ALLOWED FOLLOWING PAINTING. SENS I NC L I NE DETA 1 L 4 DETA I LS SECT I ON C t 0 SCALE: NTS _ SCALE: NTS _ 0 o NOTICE S�RU CTURq� SHEET M CS ���-D PR4FFf _ iSA !� (���r� SSOCIa eS nc., PIPE ENTRANCE DAILS M T 2 a � X50 00 I F BAR DOES 4, EG` O. THEN DRAW NG 11S k _ 121 SI Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 o NOT TO SCALE CHECKED D. N� Portland, Oregon 97204 FAX 503-225-9022 T I G A Iz '/ EXPIRES: 12/31/OS 3 9 o f 5 4 a NO. DATE BY REVISION PROJECT NO.: 03-0619.204 , SCALE: AS SHOWN ' DATE. AUGUST 2007 - , / _ _ _ 12'-11,_ _ '' _ \_ _. # /- . _ . LONG (TYP, EACH CORNER) 4 DIAGONAL BAR x 5'-0" #5 BENT BAR AT ---- 0 . 12" OC (TYP, FLOOR SIKAFLEX-2C SL 6'-3" EACH CORNER) 1" (TYP ACH SIDE -- ---- FILL RECES. WITH SIKAFLEX 2c SEALANT (OR EQUAL) I , , OF W'TERSTOP) (OR EQUAL 1 SEALANT OR 40 DUROMETER NEOPRENE PAD - TOP OF FLOOR I I I 0 RUBATEX "4423N (OR EQUAL) --'-/-- — 1" (TYP) WITH VOID FILLED WITH 1/2" (TYP) I 0 .... .... #5 VERTICAL BAR SEALANT PRIOR TO POURING el i ■ t AT 12" OC (TYP) THE TANK LOOR t 4 I I I #5 AT 12" OC, EF, OR <> ..... ..... <> FLOOR TERMINATE AT CORNER VIAL•rd 3'-0" ' ' ' ' WITH STANDARD HOOK + ( 3/4"j PIPE BLOCK 1 I • / - . I : : : : : -1 : :* : , 1 ::, /iPlill —1 6" PVC WATER'.TOP, PLACE TOP OF CENTERBULB A TOP OF CONCRETE PIPE BLOCK A' SHOWN, FORM OR STOP ALL FLOOR STEEL THAT INTERSECTS OPENING 2" CLR OF OPENING, ADD STEEL EQUAL TO THAT REMOVED ON ALL FOUR SIDES OF OPENING, EXTEND THIS EXTRA STEEL V\ ' ' N -+ %.....,,,.." V\ -- CONCRETE PIPEBLOCK - 1'-7" 7'-6" 3'-10" t 46 :6 I :II A EACH SIDE OF CENTERBULB I TOP OF PIPEBLOCK 5'-0" PAST EDGE OF PIPE OPENING I. - SEE DETAIL 4 FOR PIPE BLOCK TO FLOOR WATERSTOP DETAILS ,..,_,... - 46 L #5 BENT BAR AT PIPE BLOCK TO FLOOR TYPICAL PIPE ENTRANCE 12" OC (TYP) . PIPE SADDLE BLOCK 1 WATERSTOP DETAILS, 2 THROUGH FLOOR DETAILS 3 (BY GENERAL CONTRACTOR, UNO) .... — ..... . . . -FLOOR FOOTING 1/2"__ —I .1. SIKAFLEX-2C SL t SEALANT (OR EQUAL) -. IIIIIIIIIT -(1.) 0 E ".--?. <.> ,t- L ) — 6" PVC WATERSTOP, PLACE TOP OF 6 1 -- CENTERBJLB AT TOP OF CONCRETE PIPE BLOCK AS SHOWN, FORM OR TROWEL GROOVE EACH SIDE OF r--, 0 CENTERBJLB IN TOP OF PIPEBLOCK 00 -1 V\ 03 -6 - PLACE 2 SHEETS OF 6 -0 MIL POLY SHEETING 0 0-) PIPE BLOCK TO FLOOR -C WATERSTOP DETAILS 4 1 _ (r) . ,--- z . 1---- 0 N) ./ \e' >- 0 C') 0 0 o -"E 0 0 ,--' o 0 44 NOTICE s' OMR SHEET REL \cs,0 PRO/f -,1- 0 DESIGNED N. , ' INE4-4, * --E. — — — A Murray Smith&Associates,Inc. 0 h 1 319,2 4 , CITY OF TIGARD c, . il . .= ..J FP /al r / — - — — - — - — 1,111 PIPE ENTRANCE DETAILS 0., Engineers/Planners ... . 3.0 MG 550-FOOT S- I 3 DRAWN • _ — . — _ - (0 IF THIS BAR DOES 4 0 , OREGO 0 MON Ofr ,2p - - - -- - RESERVOIR NO. 2 N) " *4 • 1 , = = = r) THEN DRAWING IS CHECKED lf D. 121 Slt, Salmon, Suite 900 PHONE 503-225-9010 'I' 1 (1 A R 1-) / NOT MEASURE 1 0 NOT TO SCALE awr■■•■■ Portland, Oregon 97204 FAX 503-225-9022 _ ,--- . 40 of 54 6 NO. DATE BY REVISION EXPIRES, 12/31/08 PROJECT NO.: 03-0619.204 1 SCALE: NTS I DATE: AUGUST 2007 — 2" CLR (TYP) 3/4110 SS 304 ADHESIVE ANCHORS y4.1 AT 45° 00, EVERY OTHER I y411 < 1 4; 1 ' 0 u u I oN ANCHOR BOLT TO HAVE HOLE CONCRETE PIPE SADDLE FOR PADLOCK (TYP OF 8) 2"x2" " ANGLE I RON BRACKET, SEE DET 6, TH I S SHT 12" / TYP A Ali \---, Y4." TOP PLATE , Fw/ NN' nazc,,,, "■41 y4,, 111107 )14." WEEP HOLE -Erl - 411 A Oh 116.- TYP rt //i I I t 4, Fr- I I _......_zr 6" CLR 2" CLR (TYP)---1 A 0 1 C Y4"x61 .5"0Dx47" ID y411 \ MOUNTING RING 1.--6"— PIPE D I AMETER 6" 4" THICK NEOPRENE l GASKET -cy) X4."x2"x6I "OD R I NG Y4." SHROUD, 2'-6"x4'.-0" //' 411 -C\1 3/4" SST ANCHOR BOLTS W I TH .:,..%.„0.0x.wm,..ftx:tsk.. 3/E3" x 4" SST STRAP ALL AROUND INNER AREA SST NUTS AND WASHERS, ," e .,:::011 y4" VENT-SHAFT, „ ANCHORS TO HAVE 8" M IN i 'to V Li I , A #3 ST I RRUPS @ 12" OC, L-6x -0" I NNER AREA I / v A. . - ril THK x 1 2" W 1 DE 30 3/4" D I A SST 304 ANCHOR i___J N EMBEDMENT (TYP 2 PLACES) - 4 ":1 BOLTS W I TH NUT AND ilyi .... 1 %I .. DUROMETER NEOPRENE - AROUND PIPE PE W/2 #4 ,:k • BAR ALL AROUND et i 1 SHEET ALL AR WASHER (8 TOTAL) y4i. ,----"---* - ..;i:,, / v IV 41. A I • , #4 BARS, EF 4'-0" +i 0 N:,.... _.." _ -... ... VARIES , sios.:,,.,.:4,,,c0:.4,-- , ROOF VENT— MOUNT I NG DETA 1 L 410 ROOF VENT— TOP V I EW 4 „ --,- #4 T I E SCALE: NTS SCALE: 1 "= 11-0” _ 1 r TOP OF FLOOR ' INSTALL INFORMATIVE PLAQUE Y4." THICK STL VENT SS 304 GR I PP 1 NG STRAP FOR AERO SEAL ON TOP OF VENT 4" COVER/PLATE I - BARS TO BE PLACED I N 3/41'0 "BREEZE" WORM DR I VE CLAMP (TYP) - _ _ _ 4" TH 1 CK x I " W I DE BARS, TYP )14." STL FLT HOLES DR I LLED I NTO FLOOR SS 304 DRIVER FOR AERO SEAL "BREEZE" INSTALL SST HOSE CLAMP AND FILLED W I TH EPDXY PLACE S I L I CONE CAULK I NG ON ADJUSTABLE WORM DR 1 VE CLAMP YPT OF 2, SEE DET 5, TH I S (TYP) TOP OF VENT SHAFT SECT 1 ON 4 STH NOTES: __ 11 Ire 1 . CONCRETE TO BE MIN 4000 PS I , SEE SPEC I F I CATIONS _.. --'11/11111011010 SxS, 304 MESH W I RE CLOTH, --,----- .......................74... SECT I ON 03300 FOR CLASS B CONCRETE. SS 304 0.025"xY2" ■------- IIIIIIMI 1111111111111 I " MESH, 8 GAUGE PERFORATED BAND - 11111111111111111111 11111111111111111111111 -0 imummi ....••.... P I PE SADDLE BLOCK 4, ............. ........... , ............. ............,.. - 111111111111111111111 111111111111M110 — 111111111111111111 RIIIIIM•1111 2"x2"A" ANGLE SCALE: NTS OUTER CLAMP I NG R I NG = _y__ RIERImmermaii„._----4" TH I CK STL VENT SHIELD CONNECT I ON DETA I L. 10 __(., FINISH N I SH GRADE I .1 . _ -r s o-- t M E I 0 3 4 I I D I A x 4" LONG EPDXY ANCHORS, TYP OF SCALE: NTS (0 c._jt 8, SEE DET 3 TH 1 S SHT UT y411 ____________..._ II • STL ill NOTES: bd) TIMMO U c_)-- L VENT ... ics ..„, lv I AL )6) III _J 1 )C-T \(:),r-&)U_ ,--U illak AFT op• 4.7t.7\sope_ cig I . ALL STEEL TO BE HOT gi d...)a 0 c_ _. 4 0'cL-c-.cU 0 0 c4 0 DIPPED GALVANIZED A36 STEEL # „ o * 416* 11.11111 t 474A-**410 2 ?op ooloo Mr - 7CP°c\q69°6) V r-).,---v-)7--,(—)C)rzc 4 k Or MCIN-J0: _IRC)!, 7:0 UNLESS OTHERW I SE NOTED. 1656()U°C °01 ■ CDC) , _ i iC)ink,gam gic4 1 v 2. PA I NT VENT PER 6" (. „ r( *.. NO 8" RED VALVE ) A A A SPEC 1 F 1 CAT 1 ONS. CURB ° SERIES ES 35 CHECK < -..„, 4 ti_ 16" RED VALVE 4 VALVE < o 3. SEE SECTION C ON SHT 1. SERIES 35 Z1 < 0 S- I0 FOR TYPICAL CURB 1 . CHECK VALVE ° < . REINFORCING. 4 : 4 .4 a) _ , 4 SECT I ON A—A SECT I ON B—B 4 4. COORDINATE WITH < I 4 FAR-S 1 DE M 1 D-TANK I 1-6"x3I-0" INFORMATIVE PLAQUE ° FILLING VALVES FILL I NG VALVES . RECTANGULAR OPEN I NG DESIGNER FOR PLAQUE I NSTALLAT I ON. , .44 -us TANK D I AMETER , ROOF VENT ELEVAT I ON A , . 7 RESERVOIR WALL ' SCALE: I 11= I I-0" La -... T I DEFLEX SYSTEM ...- ."' y411> N., • A4 B 1-. 4 4 VENT SH I ELD WALL 0 FAR-SIDE A ..., y4I, _ .4 FILLING M I D-TANK ___,, B 0 hr) ° VENT SHAFT WALL VALVES FILLING 24" MAN I FOLD- 2"x2"><Y2" PLATE, Y2" 00 . —..._ ;6 ) VALVES 4 HOLE DR I LLED AND -zi- 4 1 i ... ° TAPPED ON CENTER (r) - — — - 11 - y211 SECURITY BOLT Y2" HOLE DRILLED AND — it 2"x2"xY4." ANGLE IRON THREADED ON CENTER 4 I 4 A ■, , 1111 -C) 1 IN — ,. ,.. A dp 4 4 4 4 L 1 • • A' 4 8 - ' ' ' 4 g 9 II ii (f) I 1 X6 X I XY8 THICK , PIPE I ON A, SHT 5- 12 WASHER o LA 1—+B PIPE PE SUPPORTS SEE -N 7r. o .... I 2'-0" .- MAN I FOLD ELEVAT 1 ON DET I , TH I S SHT 1-"" 121-9" ...- 9/(61Ix IY4." SLOTTED c., LOCATION AS SHOWN 4— HOLE I N VENT SH I ELD (3) ON SHT S-3 VENT BRACKET SECT I ON B C.0 CD I NLET/OUTLET P I P I NG DETA I LS VENT BRACKET DETA I L 6 SCALE: NTS — ' 1--) SCALE: 1/4 SCALE: NTS 11= 11-0" f _ o c: < o - NOTICE ,,veD PRoft :::_ SHEET / MCS "' 42„ o DESIGNED Murray,Smith&Associates'Inc' c\i 0 1/2 1 ib 9 19195 411 .43r. ---17 — — — CITY OF TIGARD ROOF VENT AND INLET/OUTLET Losid=1 DAK/MBE cv 1,-- = • = - N . q S— I 4 3.0 MG 550-FOOT PIPING DETAILS DRAWN /71teasteme ____== i = :: = = = Engineers/Planners . . IF THIS BAR DOES S (•& ci\ / - / NOT MEASURE 1" MLH 17,- 0' 15, N'" A. - = :_--7-: --E- 121 S.W. Salmon, Suite 900 PHONE 503-225-9010 • RESERVOIR NO. 2 I-0 THEN DRAWING IS CHECKED 7/lew L. \'‘` ' -46- — TIGARD 0 NOT TO SCALE Nsa■Nm■I■ Portland, Oregon 97204 FAX 503-225-9022 41 5'4 6 NO. DATE BY REVISION EXPIRES 6-30-09 PROJECT NO.: 03-06 1 9.204 SCALE: AS SHOWN DATE: AUGUST 2007 of ADD 2 \'7- #6 BARS IN THIS AREA, SEE ------ ' - ' ADD 2 - #6 BARS IN THIS AREA, SEE NOTES 2 AND 4, EXTEND BAR 12" (MINI) NOTES 2 AND 4, EXTEND BAR 12" (MIN) r ROOF JOINT PAST MIDDLE STRIP CENTERLINE AS SHOWN PAST "MIDDLE STRIP CENTERLINE AS SHOWN . ROOF JOINT I I I I I . - . I I - I � i \ I S I I S � _ _ _ I I #4 x 5-0" LONG DIAGONAL BARS, PLACE BARS DIRECTLY ABOVE THE BOTTOM MAT _ J I 1 #4 x 5 -0 LONG DIAGONAL I TRIM A AXIMUM OF 6 - #6 BARS NOTES: BARS, PLACE BARS DIRECTLY 1) STOP ALL REGULAR REINFORCING WHICH INTERSECTS THE I / I ABOVE THE BOTTOM MAT IN THIS REA, SEE NOTE 1# OPENING 2" CLR OF THE OPENING ON ALL SIDES. I / I 2) ADDED REINFORCING SHALL BE PLACED AT SAME ELEVATION AND MIDWAY BETWEEN REGULAR ROOF REINFORCING BARS, SUCH THAT THERE REMAINS 3" CLR I 1 BETWEEN BARS. I 3) LOCATE ONE LAYER OF DIAGONAL BARS DIRECTLY BELOW THE TOP MAT AND ONE LAYER DIRECTLY ABOVE THE I I BOTTOM MAT. 1 ( 4) STOP REINFORCING 2" CLR FROM ROOF EDGE AND/OR...r I ••••IMO r ROOF JOINT 15" (MIN) - I I \C I 1 TRIM A MAXIMUM OF 3 - #6 BARS IN THIS AREA, SEE NO E 1 TOP MAT IN ONE DIRECTION /i I 1 I ( — I I / 15"(MIN) . alik 7 7 I` 15" (MIN) - , 15" 15" 15"(MIN) ADD 3 - #6 x 31'-1" BARS IN THIS AREA, ---- ------ADD 3/- #6 x 31'-1" BARS IN THIS AREA, -"- - - - - - - - - • SEE OTES 2 AND 4, EXTEND BAR 12" (MIN) SEE NOTES 2 AND 4, EXTEND BAR 12" (MIN) I PAST COLUMN STRIP CENTERLINE AS SHOWN PAST COLUMN STRIP CENTERLINE AS SHOWN BOTTOM MAT IN ONE DIRECTION >, 2 'J I t- r I I I I I I ( 1 I I I I II =,.,,,_ ,/ t E I ` I I _ ADD - #6 BARS IN THIS AREA, I SEEN TES 2 AND 4, EXTEND BAR J L ADD 3 - 6 BARS IN THIS AREA, , � 12" (MIN). PAST MIDDLE STRIP SEE NOTES 2 AND 4, EXTEND BAR I � o . CENTERLINE AS SHOWN \ 12" (MIN) PAST COLUMN STRIP �" - ■- -" - — -� (.0 TRIM A MAXIMUM OF 5 ?- #6 BARS CENTERLINE AS SHOWN , °o IN THIS AREA, SEE NOTE 1 TYP DI AG #4 X 5-0". I-- TRIM A MAXIMUM OF 6 - 4,1,„ #6 BARS PLACE DIAGONAL BAR I IN THIS AREA, SEE NOTE 1 0 DIRECTLY BENEATH _ ADD - #6 BARS IN THIS AREA, BOTTOM OF TOP MAT SEE NO NS 2 AND 4, EXTEND BAR 0-, REINFORCING LAYER , 12" (MIN)\AST MIDDLE STRIP ADD 3 r'-\ #6 BARS IN THIS AREA, CENTERLINE AS SHOWN SEE NOTES 2 AND 4, EXTEND BAR 12" (MIN) PAST COLUMN STRIP ifi /( 1 CENTERLINE AS SHOWN I / I PLA DI ADIAGONAL' ' BAR o DIRECTLY BENEATH 1 I BOTTOM ho I- I REINFORCING LAYER 1.______. — — , , , - . - - , NC - 0 TRIM A MAXIMUM OF 3 - #6 BARS [' / IN THIS AREA, SEE NOTE 1 TRIM A MAXIMUM OF 3 — #4 BARS CD P IN THIS AREA, SEE NOTE 1 TOP MAT IN TRANSVERSE DIRECTION , BOTTOM MAT IN TRANSVERSE DIRECTION , iv 0 , / - 0 C.) NOTICE �,�RUCTURq4 SHEET REL ���,0 PROF - c\i DESIGNED ' .,NEF4 i -7:----=-1—___--/ -�� g,2CITY OF TIGARD ROOF OPENING ADDITIONAL 6, 1 — I FP / _ _ _ _ - - = — - . — DRAWN _ _ - _ _ _ Engineers/Planners 3.Q MG 550-Ft�f�T REINFORCING J DETAILS C.0 IF THIS BAR DOES- , . THOEN MEASURE NG 11S M D N !4,4b0REG0 ,�R 15. S0. _ — — _ — _ _ 121 S.W. Salmon, Suite 900 PHONE 503-225-9010 RESERV'OIR NO. 2 o NOT TO SCALE CHECKED k D. NEL .0 .— — - — Portland, Ore on 97204 FAX 503-225-9022 I I C1 FZ I) 42 of 54 NO. DATE BY REVISION EXPIRES: 12/31/08 PROJECT NO.: 03-0619.204 SCALE: AS SHOWN I DATE: AUGUST 2007 _- - - ._._..____ -. / 0 / / •, .__ i / / iiir arm arsow ammo aro arimm Gomm aro MINI I \ \ / / \ LEGEND: ,/ A�� `�' \ 0 GENERAL SYMBOLS / /' / \ \ \ \ HATCH KEYED NOTE / � � „ SEE Q O / / 0/ / / / FUTUR: \ \ \ 1 ELECTRICAL CIRCUIT IDENTIFICATION / / / & 1 Q PADMCUNT \ / ELE� RICAL ��' _ TRANSFORMER \ V ^ \ \, IL 1 "C CIRCUITS IN COMMON CONDUIT. CONDUIT SIZE SHOWN. ,/ I ,IF' / �'''' FUTURE \ EQ MENT \ . � 4N, �/ ASR S \ © CIRCUITS IN SEPARATE CONDUITS. / WELL � � I � CONDUI/ TELEMETRY \ \ T SIZE ON CIRCUIT SCHEDULE. C I / BUILDING /�--L / / PANEL * \ \ � ----,,, 4:0 �� \ / N \ \\ ELECTRICAL PLAN SYMBOLS / / / / \ \ \, \\ / \ C DUPLEX RECEPTACLE / / - �'' GFI=GROUND FAULT INTERRUPT, WP=WEATHERPROOF / n / _ N. \ ♦ SPECIAL EQUIPMENT AS SHOWN / / rro \ \ �-,.4 / 1 I , N . �-. - - CONDUIT CONCEALED UNDERFLOOR OR UNDERGROUND. METER - N \ - / / / • LOAD �\ \ \ �. CONDUIT CONCEALED CEILING / I \ \, �\ ..� EALED IN WALL OR ABOVE L G-, ,I CENTER . IN FINISHED AREAS, EXPOSED IN PROCESS AND / �`� Ntein1i,2124�'�`���� N \ EQUIPMENT AREAS.rrl//' / �►.I�`�Vii. ``~ / ii . , ► � � `' FLEXIBLE CONDUIT OR CABLE 1 - -6 - RE CU l �1 GROUND -- -- -- -- �'''`� / /// RODS / ♦♦,,, `'-.\ ~- KEYED NOTES: / Aft "TYPICAL 2 . ' ��`♦ �� �� �\. 01 ♦ �_ ,-- - (1 ) 4" PVC CONDUITS FOR FUTURE ASR WELL PRIMARY LINE EXTENSION / �. -�1 444r CAP AND INSTALL MARKER POST AT END. / . 0 44,4**_ / / // ►--11411 it** - .; THE CONTRACTOR SHALL PROVIDE ALL TRENCH, CONDUIT, AND BACK-ILL o / / ittait Ir* FOR THE POWER COMPANY UNDERGROUND SERVICE ENTRANCE AND THE ° / �� � . ��s FUTURE ASR WELL PRIMARY LINE EXTENSION. REFER TO THE ° / / �. 1►�,4,*r� CONTRACT DOCUMENT SPECIFICATIONS AND THE PGE ELECTRIC 0 / / D I SERVICE REQUIREMENTS BOOKLET FOR SPECIFIC REQUIREMENTS. THE ro,n / CONTRACTOR SHALL ARRANGE AN ON SITE COORDINATION MEETING WITH THE POWER COMPANY FIELD CONSTRUCTION COORDINATOR o I / / --�•rr PRIOR TO EXCAVATION. �1 • allraluiii. Ii II/ -- VALVE A VAULT '`�- \ SEE '� / / it oo -- / ill "' IV o — I I ' SERVICE PANEL "MP" NEMA 3R 100A/2P METERED LOAD CENTER •-0 \ CIRCLE AW U214MTBL - / o ' f w / iti SINGLE PHASE, 3 WIRE, 120/240 VAC 10,000 AIC I : ._. 15A 20A 20A 15A 15A 15A AJ I! _/ �■ p p p SPARE p SPARE p SPAREp SPARE G N E 1 . 0 1 •, #6AWG 1 II - -. 0 0 • II al•MMINUMI j WATER / .O I .., ry N N PIPE (2) 10 x 3/4" I TO PGE TO TO TO HATCH GROUND RODS 0 \ POLE TELEM. TELEM. GFI SPACED 1O'--0" (i' PANEL PANEL rz OS) PR L. 0 01 I I `ice- ,���t�''� o 2 ONE-LINE � �DIAGRAM GON -4-, II PGE POLE 2221 E-1 NOT TO SCALE.I tO 1 I EXPIRES 6/30/08 I I °' 9615 S.W.Allen Boulevard 1 ELECTR)CAL SITE PLAN Sulte107 (,) ei -- „ �. �. ?� �- Beaverton,Oregon 97005 Q fro \ E-1 SCALE: 1 =10 -0 � ■ ENGINEERING, INC. Phone: (503)292-8000 Fax (503)728-3328 'En fns.fr9 Integrated solutions. -mail: rweng rweng.com Project No.: 483.035.001 Contact GREGG SCHOLZ >` NOTICE � MKD - -- SHEET — Murray 0 DESIGNED _ -= _ :. _ CITY OF TIGARD DRAWN = _ = Efigineers/Plauflers ELECTRICAL. SITE P�MG _.. co — _ - E -4- IF THIS BAR DOES - -- - -� NOT MEASURE 1" GCK -- = = 121 Si. Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NQ. Z' L.L. THEN DRAWING IS -' ____ ^ T j NOT TO SCALE CHECKED ∎_ - Portland, Oregon 97204 FAX 503-225-9022 NO. DATE BY REVISION PROJECT NO.: 03--0619.204 SCALE: I =20 I DATE. AUGUST 2007 Of 5• AMISAMMW ' (2) 2"C STUB OUT AND CAP 12" FROM VAULT CIRCUIT AND RACEWAY SCHEDULE WALL, 30 BELOW F I N I SHED GRADE No. FROM TO CONDUCTORS CONDUIT COMMENTS STAINLESS STEEL 1 UTILITY POLE METER/ BY UTILITY 3"PVC MOUNTING CHANNEL -\._ — TERM I NAL JUNCTION BOX (TJB) LOAD CENTER Aelk 2 METER TELEMETRY 1 -#12 THWN, P 3/4" --- --- --� LOAD CENTER PANEL 1 -#12 THWN, N T 1 p 0 TO RESERVOIR 1 -#12 THWN, G PANEL "MP" p v • o t> . I d ` 3 TELEMETRY VAULT TJB 1 - 16TSP, C 2" METERBASE WITH TELEMETRY 4 o Q p ,....----�. -#• PANEL PANEL 1 #16TSP, SP LOAD CENTER -�;_ . ©‘ : 14-#14 XHHW, C TO TELEMETRY ° 2�— "== I " 6-#14 XHHW, SP :•-M 6 1 12 XHHW, G Tir--_---- 16 PANEL ------- # M-M----INN ■MMMMMMMM•••_MEMO M_1 =__==' 4 TELEMETRY VAULT TJB PULL CORD 2" SPARE CONDUIT 8 LSHH- I ■----- . PANEL 6x6 PRESSURE ° 5 VAULT TJB LSHH-2 2- 14 XHHW, C 1 " VIA TANK TREATED WOOD � 16 14 # YS- I SUPPORT POST 1 -#12 XHHW, G HANDHOLE ACCESS HATCH I. I -44a., . r�� • 6 VAULT TJB YS-3 2-#14 XHHW, C 1 " VIA TANK r., ° SV- ( 1 -#12 XHHW, G. HANDHOLE --- O O " -1 LT- I 7 VAULT TJB TANK 3-#14 XHHW, C SPARE CONDUIT SERVICE CONDUIT - `�r . I. I `o, HANDHOLE 1 -#12 XHHW, G AND CONDUCTORS O Q •I I r '-� r � ,41 8 VAULT TJB YS-1 231 -2:#111424 - 14 XHHW C 3/1 "------4,, # . Q Z - I O �. 1 -#12 XHHW, G 1 o I -• ,) 0 0 9 VAULT TJB YS-2 2-#14 XHHW, C 3/4" •'ISO 1 -#12 XHHW, G .° d. •• � YS-2 3/4"• - FINISHED GRADE . d 9 ° 10 VAULT TJB SV-1 2-#14 XHHW, C 3 j4 v 4 e d 4 s © SV_2 1 -#12 XHHW, G \ \ \ _ •� • . . c • ACCESS H ATGH � � o ° 4 O i\ " ' : d ���. cfl -11- 1 1 VAULT TJB SV-2 2 #14 XHHW, C 3/4 (NI / \ a 3 •MIN°. a. . .. �,/� � 4 4 a. d �/ I O O 1 -#12 XHHW, G 6 ' Q d 1 o \ \ a \ \ \ � I I � I I 12 VAULT TJB ZS-1 2-#14 XHHW, C 3/4" ° � <\ /\< / #4AT 12 O.C. ZS-2 O r--��\C. \ . . � O 0 L . o. 13 VAULT TJB ZS-2 2-#14 XHHW, C 3/4" 1 -#12 XHHW, G o a° ' ` a• L 14 VAULT TJB LT-1 1 -#16 TSP, C 3/4" _I 4 G , d 1 -#12 XHHW, G • 1 1 • 15 VAULT TJB GROUND 1 -#6 XHHW, G 3/4"• C\1 6" ° p ° .. v ELECTRODES o I MIN: 16 METER/ HATCH GFI 1 -#12 THWN, P 1 " o LOAD CENTER 1 -#12 THWN, N 1 -#12 THWN, G . 1 EQUIPMENT DETAIL INLET/OUTLET VAULT ELECTRICAL, 17 UTILITY POLE STUB-OUT - 4"PVC FUTURE ASR WELL I � Z E-2 NOT TO SCALE AND CAP SCALE: 1"=1�--0 PRIMARY v 0 ° CIRCUIT AND RACEWAY NOTES: A. ALL CIRCUITS ARE IDENTIFIED ON THE PLANS WITH THE a DIAMOND SYMBOL. CONDUCTOR SIZES ARE BASED ON ° COPPER CONDUCTORS. CONDUIT SIZES ARE SHOWN FOR I CASES WHEN CIRCUIT CONDUCTORS ARE RUN WITHOUT co �O, OTHER CIRCUITS. MULTIPLE CIRCUITS RUN IN COMMON L CONDUITS ARE SHOWN ON PLANS AND SUPERSEDE THE BASIC CONDUIT SIZE SHOWN. IN ADJACENT PARENTHESIS. CONDUCTOR CODES ARE AS FOLLOWS: P=PHASE, CD G=GROUND, N=NEUTRAL, TSP=TWISTED SHIELDED PAIR, C=CONTROL, AND S=SPARE. v;GiNii, t, L a i-7- __,: ._ . A 7 ! 3A A 4)KEYED NOTES: fla- Ile ON 5 ,, !/ .. U 1 PROVIDE OVERSIZED ���Y '6'�9$o`ti ZED SLEEVE AND GALVANIZED SEAL uc SC'' �I AROUND ALL CONDUITS ENTERING THE VAULT. OZ H. 2/07 © GEDNEY THRUWALL AND FLOOR SEAL TYPE FSK ExPIRES 6/30/08 U OR EQUAL. 9615 S.W.Allen Boulevard 0 Suite 107 U) Beaverton,Oregon 97005 < Phone: (503)292-8000 ENGINEERING INC. OM)7284328 'Engineering integrated ENGINEERING, E-mail: 'E rweng( rweng.com .� Project No.: 483.035.001 Contact GREGG SCHOLZ 0 ( ) - o NOTICE MKD - - SHEET L _ 1 1 DESIGNED = = MurraySnilth&Associates,Inc._ CITY OF TIGARD ELECTRICAL I — CJD — C--o DRAWN Engffleers/P!ailners 3. M - E.-2 a G 55o FOOT d- IF THIS BAR DOES -- — L Li_ NOT MEASURE 1" GHS - = 121 S.1f. salmon, Suite 900 PHONE :::: : RESERVt�IR NO. 2 CHECKED - - Portland, Oregon 9204 F NO. DATE BY REVISION PROJECT NO.: 03-0619.204 I SCALE: AS NOTED I DATE: AUGUST 2007 LK of 54 NEMA 4X SS ENCLOSURE -\ .-1- 11 El 11 II -111- Y. -\(0 I 4:31 ® — e ■z--- STAINLESS 0 0 24VDC FIELD-TB STEEL u 1 BACKPANEL r, il a lP! i 24VDC LP-TB -.,N, ........_ _____1•11••••■, 24VDC EQUIP.-TB WP GFI i?,, A A . 0 • 0 • • 0 • 0 • 0 0 , 11 El 11 1 11 0 0 0 0 0 0 ® © . SIGNAL CONDUITS ? r # 0 0 . TO CONTROL PANEL 0 • 0 0 �© c) 0 POWER CONDUITS ? VALVE VAULT TJB TO CONTROL PANEL A HATCH PARTIAL PLAN 9 NOT TO SCALE DETAIL —3 41, S' NOT TO SCALE ( -a " 12"x12"x12x MAX. PVC 0 (-) BURIED HANDHOLE ....... 0 o YS-3 6 PROVIDE HARD USAGE CORD FROM _ FINISHED GRADE SWITCH TO SPLICE IN HANDHOLE o *.--. oo Di 1 ]FL , , • D71110-07)111 )"7 -C----- 'D OCI 0 O. .....z. 0 0.00 a 0 CO°D°C)Ce migem D.,00r\ODOonC .Ja. J-)9_,Q ,_ 1EL . . . F._ yzjavvr_____ rri II _ . . . -=-, o I 1 r w 1 .. . 1 I I 0 1 " PVC CONDUIT I I I I --- SLEEVE. TYPICAL OF 2 I 4 b 4., PROVIDE NON-SHRINK GROUT, WATER-TIGHT I I I NYLON COMPRESSION D 0 SEAL ALL AROUND CABLE CORD GRIP 0 o PENETRATION i 11 I, 0 c STAINLESS STEEL I I - (f) 0 0 MOUNTING BRACKET 1 I Li l' Q 1 I , C . !._ 0 1 1' > ,._ (1,) (1) . . LSHH-2 MOUNT AT I 1 cL OVERFLOW ELEVATION tie PRO/1- I 11 I VI N.ti,.o s... k4(4 a, 0,) 1 1 1 i , 71 2 jimoiw,A. Allill Aril; le © I ii ii . .,,,t.. A fl, >s 4) 6 I I 1 1 eco H. SC\\‘' ç/?/ 7 I a) I EXPIRES 6/30/08 I 1'0 1 9615 S.W Allen Boulevard Suite 107 0 o A SECTION ..,., R Beaverton,Oregon 97005 Phone: (503)292-6000 (503)726-3326 (I) (i) < E-3 NOT TO SCALE ENGINEERING, INC. Fax: 'Engineering Integrated eolutione E-mail: rwengeweng.com _C . Project No.: 483.035.001 Contact GREGG SCHOLZ 0 _ E (I) >, NOTICE SHEET a MKD - L.. — L. DESIGNED - ---7 7-7- E--- = ---- =-- Murray Smith&Assoa'ates Inc 0 h 1 CITY OF TIGARD ELECTRICAL I laMilThiiiiiiiiii CJD E. 1 - = i 7L- Engineers/Planners , in DRAWN = :..-. I 3.0 MG 550-FOOT DETAILS E-3 03 -:t- IF THIS BAR DOES - - - - - / NOT MEASURE 1" =--_. .:-..- = 121 SI Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 Li_. . THEN DRAWING IS CHECKED NOT TO SCALE ---- - - g - Portland, n 079(11 IMIIMIMMIIMMMOMMMIIIIIIIIIIIMIIINIMINIIMNN vregon 97204 FAX 503-225-9022 - .- 4.15 of 5i NO. DATE BY REVISION PROJECT NO.: 03-06 I 9.204 SCALE: AS NOTED DATE: AUGUST 2007 SCHEDULE PLC LT LEVEL TRANSMITTER 1 VPT VALVE POSITION TRANSMITTER YS INTRUSION SWITCH LSHH TANK OVERFLOW SWITCH LSH FLOOD SWITCH z J > > >_ J >- (n J L I L � I I I 174H- FUTURE ASR 713 ZONE (BY OTHERS) v OF EL=560' INLET/OUTLET ^ o liii FUTURE CONNECTION FUTURE CONNECTION TO ) o TO ASR ^R T Ifi )111•••••■••••=1■MINIIIIIIIIMINN■MMINNIM II IH- zJ1 iii v TO STORM ASR FLUSHING DRAIN oo co goo U O M O � 550 ZONE PROCESS AND I NSTRUMENTAT I ON DIAGRAM 0 `i SCALE: NTS 0 r7 D NOTICE AMB 0901,4444 SHEEP p � � DESIGNED � �' ,�a�p — _ _ — — MurraySinith&Associates,Inc. w CIT Y OF TIGARD PROCESS AND INSTRUMENTATION MBE lr _ - _ = = Engineers/Planners � ■ 3.0 MG 550-FOOT DIAGRAM I - i `9 IF THIS BAR DOES � NOT MEASURE 1" CHECKED 9�HfY 16 �� �. -_ _ - 121 S.R. Salmon, Suite 900 PHONE 503-225-9010 � � � � 1z 1� RESERVOIR NO. 2 r7 THEN DRAWING IS �' w L. \'‘‘C' NOT TO SCALE Portland, Oregon 97204 FAX 503-225-9022 NO. DATE BY REVISION EXPIRES 6-30-09 PROJECT NO.: 03-0619.204 ' SCALE: AS SHOWN ' DATE: AUGUST 2007 LuO of 51l CUT JOINT, TY' y4" EXPANSION JT FINISH GRADE AT LAWN, MAT IL (HOLD y4„ BELOW HOLD )/2” BELOW TOP OF SLAB SURFACE) ASPHALT PATH CONCRETE PAVING y4 a „ 45° EDGE OF ASPHALT 2% MAX CROSS SLOPE TYP /2 95 x 12 STL SL I P i y4 DOWEL W/ PVC SLEEVE TYP SAWCUT EDGE OF -,--.± c...- AT 30�I 00 y2"R, TYP ASPHALT PATH TO JJ llr l 11 iii„ MAKE VERTICAL a a d e u °. c' a n t e' ,� dM1. d..� a 'o -:,i-- 1 / / / \/\\///x i EDGE e e e a a 4 a 4r 4 e e a e \\\\\\/�\\\\\/,\��&. u- I-/ �j I��Ii 11 ° a . a \//\//\//\�///�� O4 —O' t � y4 EXPANSION JT � �•7 •�►�' --7 -�� '� I i\/\/\/ ° 00� 00° Po� 10� 00� 00� � � ��o0oo0oo0oo07700c�o0 o0oo0oo07 0oo4000oo6c>oC _ z / / , oo08- 0oo0 .o )o oo�o oo�o oo°o o4goO000�Ooo� qptir8Or806a26064611 oor60 a060 ooa�o - _ > � oo�o oo°o o °0 000• �o�o�o°off°oho°off°gqf�c OPEN GRADED ASPHALT MAT L {HOLD y4 BELOW - ) O5) OooO �oOdo �o iri /o 00 0 0 . o •�O °o� �oU��oO �oQ �00 �c 0 0 o o ' O�o°�� - \,�.�CO�o°QO\o°rO\o°O Quo) �o°O �•• �c, SURFACE) _'�`_�����r��_'������_i� �_��+_'��,'��,���_'�i_.�+�.��_ O O oo O o PAVING 2% MAX CROSS SLOPE SLAB SURFACE SEAL '\').-,‘,(-),.(-).,-- \/.7 k0Q�00��GO0�000�00 '000�00�1►g000�0. WITH WATERPROOF >/\"/\/\/>/;/\/\/\/\/\/\/\/\/\/\/; v\"""""""""/\"""/\""""""/ T � n,Pi i 0\7,7\ P7')r r(/i 1i''/C%7 '/ i % % % % / % % %\ \% % % %\\%\�%\\%� % %\\%\\%\\%\\% % % % % i \ �\ A\ \\ \ \\ \\A\�\\,%\\\ \A\”\ \\/\\\/\\\A / �\•\\\'\ SEALER //\//,\//\// /,\//.\//,\//,\//1>„/,\//,\//,\//.\/,\//\� \/\\��\/\\\\\,,/\-\\/,\/\,,\,,\\/\\,,\/,\/,\,/.\��\��\,.\\�/�\,\\,,\,/\� r e p '. 3/4" M I NUS COMPACTED COMPACTED COMPACTED CRUSHED ROCK CRUSHED ROCK SUBGRADE AGGREGATE BASE. PREPARED BALLAST 1-AcO 07007 `�°oQop► COMPACTED 11OOo°°60e) e)O4* SUBGRADE Cann/C�nnr,C�n CONCRETE PAV I NG (--7) ASPHALT FATH /FAV I NG CONNECTION TO CONCRETE PATH glik WIF SCALE: I I /2"= I '-0" — SCALE: I I /2"= I '-0" SCALE: I I /211= I '-0" ri'//'/, 4"\-1\1 , // / // // // r / / / , ._ ROUND OFF TOP OF F I N I SHED SURFACE /� CONC F I LL PLANT GROUND COVER AT , ,,/!/,, ,.- — .y SPACING INDICATED I N / 1//- I 1 o PLANT L I ST / ///// ` 1 // '//// / II ::: 200 (8) HOT DIP GALV SCH 40 ,. '/�/ II - STL P I PEW CONC F I LL, ....... / /.- PRIME & PAINT SAFETY -� a BLUE W/UPPER I '-6" ►■ — 3, 6„ 1 `'� '= SAFETY ORANGE (SEE SPECS) H I I \y- -- __. I1 0 PLANT I N TR I ANGULAR :::::::::::: I J . ...: � �/ /FT SL „ PATTERN -�- —_ 1 INSERT ONE END INTO 2 SEE NOTE 2 Ti, ' OTHER TO 4" LENGTH i G NOTE: MULCH AFTER PLANTING TO 3" DEPTH. APPLY .' ' ``./ PRE—EMERGENT HERBICIDE TO ALL GROUND COVER BEDS ONLY ....` POLYETHYLENE ........, I.................. 5" i —ill I I . EDGING 5 HIGH '1-1 =11 111 ° 4 III- GROUND COVER PLANT I NG _lii ' I� 3000PSl I=11 C ° 11 CON C FILL SCALE. N TS DIVIDER DETAIL glik MITI SCALE: NTS I I I ° ° 4 II I i 3 _0 jut 61111 111 111111 111 11E ° d ,11111 1 1— 111- 1 111 HE r y ;111 111E- 0 11 Q 4 MIN =11 4 —1 I _ 4 - �_- 1 I-11 I.-11 =1 I'-111=1111=I' cn - . "1=111=111=1H Iii=: I 6" M I N 1 '_8" MIN o .�.. NOTES: Milk.`� "`,� I I . PROVIDE GUARD POSTS AT VALVE BOXES, A I R RELEASE ASSYS, BOS, M H S, AND OTHER a _ ,pr -' 12 GAUGE WIRE APPURTENANCES AS DIRECTED BY THE ENGINEER. '�' RUBBER HOSE OR OTHER � �GN '�'�'�`��' V' ^�- 2. PROV I DE BREAKAWAY FLG OR BOLT SYSTEM GROUND COVER ,-,-3 APPVD FASTENING i Al 2"x2" WOOD STAKE 5 I M TO FH, WHERE DIRECTED BY ENG I NEER. o f WATER BAS I U MOUND 1--- Z..�.- .,n-� VARIES ��� �4It' ;4:� ��� ��_ t� i D 2 3 DEEP o POSITION ROOT CROWN - �, 1 2" ABOVE FIN GR '"Z, BOLLARD �'��i~ 14fr!.. PEEL BACK TOP OF BURLAP/ � 3 MULCH ` , REMOVE GALLON CONTAINER SCALE. N TS — �\\'% .. ' 1 SEPARATE OR CUT EROSION N 3" BARK MULC-I I PEEL BACK TOP OF BURLAP/ _, PLANTING SOIL MIX -�. .1!i�, MAT TO PLANT PLANT I NG SO I L M I X / REMOVE GALLON CONTA I NER • . TOPSOIL PLANT TABLETS AVM `r��-` ,� A B L E T S , wn4W.. I /�•'\\ >\/ \ \114111111116:: . . : : ; \r � � \' \.' .. ,.;••.-...�:•.�.:•.•: ❖::: :; .• /� ;-/iA /A i iiii \//i;/; k %ss•i71sti.�� : • / / /\/\ �, >. :•..•;o::::*:.• o..:1:40 , 0-, 441111118214. WASEINEPP TOPSOIL � R�■���»►•rw+� �.�/fi ,. ,. ,, /. ,. /.//.//,//,//. , ./� ,. . ..!,. .•..,,...,...,....,, a. � �/\ ,0 PLANT TABLETS ��.■■.�1.■ .►* .. . .•,�.,�.•.•.•.•,�.•.•,,❖.�.:.• ' �\ ' \�\\\�\\.N % / / / / / / / / \;/i%/ii/i\//VV/\/\//\//\//\//\/��/i��/i,�i/� , livatus - .. FOLD BACK T 0 P 0 F BURLAP/ ,• \� ` `T\\,\\, �, \ \\\,\��/��\i� /\i /� ! ! i\�\ .1 e \�\i\„\XV \i\X\/\�\ ..:. :. ....,.:.:.......: �:. - :: , REM 0 V E GALL 0 N C 0 N T A I N E R x���,������� �� ,—� ' ��\�� �t1�AlUl//lI ' PLANT TABLET ,.a..,� ; :.1:. PLANT\,, �� S ,. � , , \ ING SOIL MIX• .;. \/�\//\//\//\,/ • ' //\\%\\//.7 o '%f!�\�!i\\/!�\\!�\\!�\\!,\��i\�!i\ = NOTE '` \�\%\�\\�\\‹\��\���\,%\r, ,/ COMPACTED COMPACTED N PLANTING M I N 2 x D I A o PLANT 1 NG DRIVE STAKE OUTSIDE - M I N 2 x D I A OF --- SOIL MIX, OF ROOTBALL N SOIL M I X, M I N 2 x D I A OF OF ROOTBALL. ROOTBALL 6 DEPTH 0-) 6 DEPTH ROOTBALL `o DECIDUOUS TREE PLANTING fib EVERGREEN TREE PLANTING 8 SHRUB PLANTING 9 SCALE: NTS SCALE: NTS SCALE: U TS o - 0 Q j NOTICE 1. TE.i?,46 SHEET 0 DESIGNED 'd — Murray,Smith&Associates,Inc, �, CITY OF T .„- - 6, I DAK - - - - _ ,, ,IJJ _ _* _ — s LAND" CAPE DE TAI L:S ._- _ _ = _ — n 111�ers a1111�rs • . 3.0 M G 5 5 0-FO �'DRAWN — L.IF THIS BAR DOES Gt?N r NOT MEASURE 1" MLH = _ = __ _ THEN DRAWING IS -,�— _ _ _ - 121 S,W. Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 - NOT TO SCALE CHECKED, Portland, Oregon 97204 FAX 503-225-9022 T I G A R D a NO. DATE BY REVISION PROJECT NO.: 03-0619.204 SCALE: AS SHOWN DATE: AUGUST 2007 48 of 54 3'-2" 5'-4" LID 11111 A . - ,, /„_ /-,:::.' f � NOTES: pia aYty >',v,� � w.�t s xa g� , ff (( 3 '' £' I I . 30"x24" (32 GAL.) STEEL RIBBED w'v�`Aai �,. � �' S } ° 5i r4 � TRASH RECEPTACLE, AVAILABLE THROUGH ((---------- (//( -- (2:--11- C WEBCOAT PRODUCTS, OR EQUAL. BROWN £ sy � 2. COATED WITH A /� TO �4 TI- I CK o- _I , . f--- y k t PLAST I SOL ULTRAV I OLET STAB I L I ZED "TENDER TUFF" � f� xn' t:. �' <' -� i 6- ^, to tr s z' 3 a' .. t" y,a P- ,s Y COATING FUSED AND BACKED TO A 90% S � X X X fjj�r.. !..s / \/ \�/ \�/ \A►,�/II�,•'�"�-. a COAT I N G - GLOSS. .11= NOTE: CENTER TABLE 5 ^'''� �a�;F > r. � yr""z 3,��Yz y'�'rn°� `C 'C���R t'C �n�x ��" �� o� ,w^ I N OVAL PAD I OW' l Y:YS t ( Y' ' h S f ? S.s.t r% N Ovo 0701rfireil teirtt rt 00000 HARDWARE I S NON CORROSIVE. a0a000a0T0000000� P000000000000,00000 0000/�0/�0000000/�000 4. INSTALL WITH SURFACE MOUNT T CONC PAD LIGHT aaaaaaaOaaaaaa BRACKET I N CONCRETE PAV I NG. SEE BROOM FINISH P6)6)oQ(96)(9(9(996)oQ(96896889696969696968 SPECIFICATIONS. i3'-6" _.� � , t O A , f�: 0000aa0a00� PLAN VIEW 4 C�NCa 000.A.A.ACOAOAAAAAAAAAAAAAAA4 0000000000• •- -•• o• ,,' - • - a•- o �.'' - o- -••—•s•• •'' •o-'` 000 D( QoQ t 1 0 0 0 oQo nn0on 0 0 0 0 �oo�� - ()r �.._. C)- ,can_ IQ,��,�� - n _ ,—^ ,�n _ o ��.� �O� �,�� .. P00000,00000000\00\0000000000000000 0 38" SQUARE PICNIC TABLE W 00000aa000a0a� M Q W/ „ FOUR SEATS PQT SER I ES, REDWOOD Tooaooa000000000000TT 4 3/4"-O" CR BASE ►aO000O00000000000000000 r-- I LUMBER, BLACK FRAME AVAILABLE a0a0aoo V V\\A a0000TOO THROUGH PILOT ROCK, R.J. THOMAS (8) /2"x23/4" EXPANSION iaOOOaaOOO00000000000000 MFG. CO., I NC., OR EQUAL ANCHORS W/ /2" FLAT oa000TTOOOTOaooTOOo WASHERS & Y2" LOOP RAC�C OO66O00000000000000cooco 000000000aaa00a000 I �----�STANDARD HEX NUTS E '666OOOOOOOO666666666666 -A 1 L a ►000000000O0.0o0aa000aooa, STEEL FRAME-SLOPE TOP OF FTG I I CONC SLAB !000.0,00---,rrf T 4 - TO DRAIN AWAY FROM POST II Q 4 ` ii I 3/4"—O" C R BASE . ' _,*Aivo�ak,A A t/1/A i, J -- -�---. ate,, t" a , S x} �, r z s7 f y r 7` ` Y d d. 'd 4 / yz p ptSO 000 OVOOp ODO`DOOOp"OHO�OOOp 000' ° J 70 08,000 OPp00 000 OOifialieW' 0 OOO^,_%% ¢} .^ <'4` f O O O O O O O O O O O O O O C O P 0000 O O 000O O O O 0 IOW W. INV NOTES• r 1 "' p0000000000p400000pOpOp0PO00000 004P00 OPOP 0P P pPOP OP P O OPOO°0P OP 0�004OpOAp000p00p00000000000000�COi00^QO d OOH^0^00�O�O�A�OA00 O�O�00n00 ..,4....,. 1L „.�,...<., .,...^.,.. °�°° °°°°°��° CONC F T G 24” I . BIKE RACK # 100102A-SURFACE MOUNT, AVAILABLE THROUGH _ ° LANDSCAPE STRUCTURES, OR EQUAL. e %"� STEEL DOWEL >OpOp d 00000 2 'i0000p` . 4 �0p00 CRUSHED ROCK BASE °°°°°° �PO 8,P. � O�P�. 2. INSTALL RAC< I N CONC PAD - CONFIGURATION AS SHOWN ON �° TRASH CAN °SHT L 6. p°°00;00'. p�•O 00000 .,A ��° '�' SCALE: NTS I '-6" SQ t� - B MIN 0 6 SQ STEEL TUBE SCALE: NTS CENTER SUPPORT PICNIC TABLE 110 SCALE: 3/4" = 11-0" P / ,... 7 In ......{ii] .- (-- 13 ) 2 8" MIN /7-61 BENCH 71-Is , = c 20" _ ll 1 1/2" PVC LITi f--- _ 3/8" NYLON REINFORCED o NYLONBRAID TUBING W/ 1/2 -MIP Q _ 8 1/2" (WATER SUPPLY) '8 I 1 �, SLOPE TOP ° OF FTG TO N £ O ;EEL�.rA - SS DRAIN AWAY OLT W/ PIN FROM POST 1 CONC PAD W/LIGHT _ 0 o / c BROOM FINISH 2O'i+� (0 t° BY OTHERS- , -I PLAYGROUND CURB OR EDGE OF PVMT r r D, p. =I 11=1LI III-III=1116-111_111-!1 I I=III-1II_M=I I1—I I1_I 1:E4T(- ` < `III-11 I 1 I_I 11-111=111E11 \1 v v v v4 v v ' s�a ;ti v v v ,�.. r , 11-I I I-111-111=I I I=1T_I_I(111€_ h 000 000000000000008,0 O�0000000000000000000 000000000 <D <.'''t° 000 0 0 4000 00 00 000 000 00 00 0 0 gooPOO�o8o�i �o°�o�oP o4 a ,, NOTES: _ _I n 1-1 t 1-111,x, -1 1-111-[I 1-11 O OPOpOpPPPOP040p404PP0POPPO00P0400POPOP040PPOPOP , >OP40P0 00004000p0000p0000000p400000000pOpPp 0000pOp0000 I /o 000 008,00 0 0 000 0 00 0 0 08,00 000 0 08,00 Op0 00000 O 00000 O 008,00 000 008,00 000 008,04 000 00000 Op0 00000 Op D Q \ A , �O 0 0 0 O O O O O O O O`n0 O O O n0 O O„4 O.L I - ��0 0(.On O O nOnO n 0 0 nOnO n 4 0 O O,�0 0 nOnO n 0 0 nOnO n' � e— 1 �? I _ //\// // // /\ `'� 0 /4 MINUS I . L 1 NE UP BENCHES THAT ARE ADJACENT, oo - - ,T\\� \\ CRUS-ED - d-- N � '� / �,•,' ..D�• ROCK BASE 10" I.D. i CONC FTG < 2. BENCHES ON TOP OF RESERVOIR TO BE � \ °%'.�" ±:��' SURFACE MOUNT MODEL. 6 °:----;---�� 3/4 M I NUS NOTES: 0, °000000000°0000 000000 °°°°°°°°°°°°°°°° ° C R U S H E D : 3. BENCH I S B42 OR B43 SILVER SIOUX SERIES N 1 -0" ROCK W/BACK, REDWOOD LUMBER, BLACK FRAME I . FOUNTAIN AVAILABLE THROUGH DEPENDABLE FOUNTA I NS, D 1 A AVAILABLE THROUGH P I LOT ROCK, R.J. THOMAS MODEL 440 DB, OR EQUAL. MFG., I NC., OR EQUAL. c VAR I ES 2. MEETS ADA REGULAT I ONS. 0 ° SECTION 3. I NSTALLAT I ON TO BE COMPLETED I N ACCORDANCE W I TH N MANUFACTURERS SPEC I F I CAT I ONS. co 0 BENCH 4 DRINKING T I 1�) SCALE: NTS - SCALE: NTS 0 0 _ 0 NOTICE SEO GI S TE SHEET Murray,Sfflith&Associates,Inc.. t__ 0 CESIGNED f +/ AN MA _ _ - o� CITY OF TIGARD DAK - = SITE FURNISHING DETAILS en DRAWN _- _ __ Engineers/Planners 3.0 MG 550-FOOT t ia _ 1F THIS BAR DOES __�' j NOT MEASURE 1" SEO ''i aRE T T- - THEN DRAWING I - 121 S.W. Salmon, Suite 900 PHOE 503-225-9010 RESERVOIR NCB. 2 NOT TO SCALE CHECKED ��, ti '' '' L.JL-1 - Portland, Oregon 97204 FAX 503-225-9022 T I G A R D O I, ' 50 of 54 N O. DATE BY REVISION A PROJECT NO.: 03-0619.204 SCALE: AS SHOWN DATE: AUGUST 2007 -- ...... ___ _ __.....„...._._.):N. - --- --- ..- - - --- --- _-_-_.-.-._._._.._.__■_, 4 3---p Fo--O..- U-,--N.....T..,..._A_. t'.•N.• GRASS -... •** •: ..4•.• . ,•.•••••• •• • -.. E D G J N G I W D E S A-.•.S... ••• • .:•• •• .• •• .• \ N.\ 0 \ \ Ic C8BoAyo S T 1 R3 A03LN8US M M4 7I INT6UH6 M COMPASS ROSE INSTALL G WITH U E"NN" ORTH • . • , • • • — __„. _ _ • • . • , ** .11 Wile 40)4 .- • . - -.__ • = • • . • • •• **, . .... :•• . : : • *.N, -1111111eu. \ \ TABS TO HELP LOCK COMPASS R.4IE : 1. _ • • • • : • • • • . . . .. . . • '■*,,..,1* , • • „A( COMPASS I N •• • .._ __. . • • .. • : • . : ..0010- -,- - -.....„ . ..... __. . • • . :. A ,2t. A VA I-• *_._ _ _.• AN. , 0 AINAN._ vri CONCRETE •SHT... ... . : •• .4 14. - - - - -4 - - S 0 Altil EJ EJ ■i4L__ 1 ( EAS I LY REMOVED 4 • •.• I F REQU I RED) _oolissiiareiripir \1 44111IF IIIICIII°' • -•--- -.---- -- - /e" 11, . -• • • .• 4, • •• • • . .I er:_...\ • • , S# 31-0" D 1 A Irt. : . . -- 'IL -.-. _ 1 •■.,,% ' :., , . . . '• :.A mallar \E-..../ 0 .• • I ,,er - -- - . . • '• : • - . COMPASS ROSE lr BCO0NLTTsR,ACpTi ONRs, ToOR WELD i Arf ----- TN ' • : .. • . --- 1 Ily 1 \ 47;.Trr • . • • - <, N • . • 42:: SEA' --LAX t\I'DR • : * i , 0 if \_'-'_/) • ILIMPt o 11111( . .: --1 )- "\AI- 1.' - - - , 1-- -- SCREWS-2" LENGTH, _ • , All', *L - -44,.., 4 \ •. . • AT 8 LOCAT I ONS TO . EJ ye. -•qt v i - .: - 1 • • • I C' 1‘,04.4114,611,111-94,,t, 111(1) It -U 114v. BOTTOM OF COMPASS -..,._, • • ''--, t ' • .. : i )• VI - 0.„- -Akan . • r — -- -- A -- --- -- ___ _ * .- '• 38 SWORD FEN -. • - •%-, • 4'- - ---- --- - - . _ _.. .._ ...... * ._ _... _ .. _ _--* • •. ... . \ III Arilk 111111k,A4*OlOrair I .4 - ,„4 • _•;._. ,. • Vdr 0.04 1 pQ Y L>0,00 a I II I 1 I I I I HrLIII 111 P I I rp;:)1Z ) • 4 130 . it v v I 11 - • jilee vas. 0 , . • , ,-• 75 co. TON AVEN-0-ER-. -- --- 4 I CH I SEL FACE LETTERS __ART-WO-RA .• . •• . „if '" ) CONTRACT I ON & *4111111A0 ® 1 0 0 ) EXPANS I ON RA I SE APPROX. I / 16" - L-, i • . i • . .• . . '• :.1 III ° IIPPAO : 0 de t ! • .. .- ...1 .• • :0 . JO I NTS (TYP) ito, ii0006,.._ AP BOVE F I N I SH GRADE NOT I N CONTRAcT•5' -- ------ if __ '), •--1-• f------------;::—.21._•:_ - *. • • AL I GN N-S, E-W 0 • OvIV EJ ... . • . - , „A , • W/ COMPASS 0 All* •• --:----------_,... .;2 I 10 BLACK.. • • •f I 11111i. ' 4"k.`•'" ---• .--_. I • • . PLACEMENT AND . • .• ..*****111Momi******* MONDO GRASS ..:_._..,__....__ : ,,,,,,„„/ PAVING PATTERN GI _ ""kiik (6) 1■% / li....,,,6-0 -., • • • , • 41111k, 0 TOOLED foiRDER ro ' '40._,., Ill\l‘k,..111 0 1‘..".- ' : . : •... - :- -- ---- ;:.;..--, -- ,, ,- 1. , . 11146,,,i Ark Illik .• ,-al.411111■■■ ii* 6" W I DE ' IRMED ,,..) , w, r//, -,41,1v / Y/ 1. . 1.11.11"111111"41111111111111111111W r \ — — — , , i; . i ..N./..-1,. ..:1.: __ :• .. • . I I 4, ... , • vv, 1 • • . .. • . . CONCR BORDER. • • : . \ ylr,,-8,, • . • 1 •• .41t ,:t,....., -.........k,....„.10q, • . • • •• ••• " ' */ I Al& - ....„ _ Ni . ... • • TOOL . 1, 6" PATTERN -- --- ____ •••• • ' •\ it, -1'..‘,,, jp ._.„.. .. __._ ;_.._ _.:!... ..._.: . • .7 • . . , ion A i . t • • ALONef IDGE, AL I GN .8.- 20 ZEE3RA- G''''A . S ..tr ,:or ,r . . .- : • • .. - -- - ....•:.:-:._ _ _ __ _ .. . , 4,, ,....„ •-:, - •LOR AND Ii\ O. fA 36 ' • • ik A\ • .1, .. •^.. „ / I I CONT 1 NUE * • W 1 T i P JTS. -... 1.8.- 1\ • • ..• -, ,,,,‘,...k N‘ \ •. • • • • • .• BORDER TO END 0 • , . . • : • •• • o 0 This drawing embodies a confidential proprietary design of I RONSM I TH • • \ 0 ..•.... . . ... . ••• Palm Desert, CA. All design, manufacturing, reproduction, use, sale, and • OF S I DEWALK I • .1•• .• . . • • . • --• A 5 .B.EARSKIKI FESCU j I All■,_ I / "7 other rights regarding the same are expressly reserved. This drawing is . . . • .. . submitted under confidential relationship for a specific purpose and the - - -- - ___ _ _ :. . .1 I 1141111W I / • .. • • -41/4". 1111L--.46.___,AL____A■_____.•-•4 *-0- --....__ ___ ___ __ . .ilf / I I / IvlAZE PAV I NG recipient agrees by accepting this drawing not to supply or disclose any --.-.- ._ information regarding it to any unauthorized person or to incorporate • • •. •• • .• — --- -;,-_ ___ / / / it / any special feature peculiar to this design in other projects. The•5' S I DEWALk ' - - : - •• -* .* i --- --- - -- __I _ I I i SCALE: I /411= 11-0" information disclosed in this drawing may be covered completely or in • • • . .• „• • • • • PAV I NG part by patents pending. Designers may incorporate this drawing in their • • . . • • S I - t — --if-- .___ .__/._._ ••• .. • . • . • .. • . . • •% • .• • plans for the purpose of showing design intent. This drawing is not to . •. • *. r:\ • • • 9 le / I / / . ••• be used for the purpose of product production. • .• , i / I / I . COORD I NATE SPEC I ALTY CONCRETE WORK FOR COLOR I NG, I MPR I NT I NG, ... ____ • . 14 SW I TCH RA S . .• • ••• • . - • :. .••••••• \. ./ • - •. . . • .• • .• . • . • ./* I / ANDSANDBLASTING WITH I NTERPRET I VE CONTRACTOR AND PROJECT ENGINEER. COMPASS ROSE 4110 ,--.END---br-COLOR. *-PV1(4 T:'E .;-- - . - ' - -:.:---. - ---- •-4' / / i / • - .--4,- -2 ___ .__ _ ._ _ // / I SCALE: NTS .. • • 1-001ZD EDGE • - ... • 1 •• : • . ..9 _. ___ _ 2. SEE SHT. C- I8 FOR CONCRETE PAV I NG DETA I L. SEQUENCE PAV I NG POURS TO ALLOW FOR • . . . • LAWN . . ...• • .i' ,•••-- -- - --- ......./ • •• • • • • • • • •• • 40* x d d ---c..:--- _ . FORM I NG CURBS, COLORING, AND TOOL I NG SURFACES. AL I GN EXPANS I ON AND CONTRACT I ON .: • ' B*EN . • •• • • • ** JO I NTS WITH PATTERN AS INDICATED. .4:i .," PAV I NG COLOR LEGEND \ '--- T--3VENTS --( I-NT-E-R PRET_I V__E __ • SURFACE MT • • "" - • • • . . .1. 7 . SIGNAGE ON TOP) - - -- '-- (-Tytp) %.*._ ...:_ ** ..._ _:._ _ ix ---- --- -• • 41' 'e COLORS BY BR OR EQUAL. SEE SPECS. :pi,_ . _ _„,,.. 3. INSTALL COMPASS ROSE PER MANUFACTURER'S RECOMMENDAT I ONS. REVIEW COMPASS • •. • .. • • • . • ..IP ,,,,, . .• , ..);0 ® EBONY CS-600 (BLACK) ALIGNMENT WITH PROJECT ENGINEER PRIOR TO FINAL I NSTALLAT I ON. . • • ** * * • • *. ** ** 1104.4$ „fro. • • • • 401' ,4P / 0 MAHOGANY CS-500 (DARK RED 'BROWN' 4. COLOR CONCRETE SECTIONS ONS W I TH EXTERIOR OR COLOR INDICATED.I CATED. SCALE DRAWING NG FOR -- •-•---- --- _. - ._ _. * . .• ; . ..-. 1 • de F 1 BAR SYSTEM 300 ' • •• * • • • ' • • • : ' - ---..- -.-- --..-- - ---- -..•-•. 4, ,, ..*.: .•• , .. . . . co 44;4°1'4'1" if © TURQUOISE CS-200 (TURQUO I SE) TEMPLATE AND REVIEW FIELD LAYOUT W 1 TH PROJECT ENG I NEER. • . • .. ..0,-• ,, PLAY SURFACE M I N •••4... • • : . ... . . • . ••• • ..,,,,,..'• -°. - -- - - -- - -- • 0 AMBER CS-800 (GOLDEN TAN) I 2" THICKNESS ..,•:. .... de 5. SUBM I T COLOR SAMPLES APPL 1 ED ON GRAY CONCRETE (24"x24" M I N. SAMPLE S I ZE) FOR ....,..t- - AFTER COMPACT I ON de• ...... ...... ...,,, .-4-4°•-• de (D COFFEE CS-300 (MEDIUM ORANGE/RED) REVIEW PRIOR TO COMMENCING CONCRETE WORK. ..- F I BARFELT _ / 44,..4„...,,,,,,...,... . de de ...vv....a. , . . - - -- .- -- I *--s. *..*2•2_ __ _. 1_•.-_•2.*__:14 .7....:*JIL„,..,_-___ 7 A__.. . _ ..., de ../. 0 NO COLOR / : : : : : :. Y LAP AND ADHERE 6" . _,....•\_ ,-..._ 141 14 KL.**%'''''''••• •.••••,..... ..., de/ „, / ,H.: H : . ;' / TO CONC CURB CHILDREN ' S M AZE PLAN :H : H: ' / - SCALE: I "= I 01-0" PLAYGROUND DRA I NAGE NOTES: / : • / / 1 •MAZE PLANT LIST, ) 0 0,-vo. 0 0% 00.0()■•• BOTANICAL NAME COMMON NAME SIZE SPAC I NG QUANTITY I . PROTECT ALL EXISTING TREES TO REMAIN. / , :- : d el 111111111 \ ■ 0 ' 0 00 000 w 000%01 ----- • i .. • • • *0 11;0...... 0 . .4._ •.0 I,.-... ....01.,... 1 < SHRUBS 2. SEE GRADING NG AND IRRIGATION PLANS FOR : / . . I .\// 40 6%1'go7 S6(7)07376plicyOgy \ . v 41300t(POW)09,h0060' ,....._ L I MON I UM LAT I FOL I UM SEA LAVENDER 6 POTS 2 O.C. 40 ADDITIONAL INFORMATION, P 1 P I NG RUNS. / i 1 4, . . . I /\ aen,cn 0001o,:boo--00(),6 . . L.c-) i I COMPACTED SUBGRADE is_no---c)000 9,0 vorp,onq 0 4p,--, i , cN, POLYST I CHUM MUN I TUM SWORD FERN 6" POTS 31 O.C. 38 . SLOPE 1 % TO DRAIN 00C)C-)C)0&'a a la()C36C)ZC200411 \ 1-- [-.6 3. INSTALL 4- I NCH PERFORATED DRAIN PIPE / a . . >KA 0.0,:.linkroc■odor\croDnoR0 go I cs SANTOL I NA AT 0.010 SLOPE AT 6-FEET ON CENTER / \ \ . . . . 4" PERFORATED \,./ 14°C36300067teety0Q5'°,°064/ -1 r-- CHAMAECYPAR I SSUS COTTON LAVENDER 4" POT 12" O.C. 75 SPAC I NG THROUGHOUT PLAYGROUND. CONNECT / 1 it C) ' I DRAIN PIPE \//rP c-Y°.0 gc) 8000 Pc).(?&Z(04 NI I "LITTLE NESS" TO 4- I NCH COLLECTION PIPE AT END OF I i . I 2 0000,?(-76b000toac)8noigqi A SL OPE 2% TO DR A I N *cigc70Q\V000cD'xibCDC)\-/c)c)41 m EACH RUN. I 11800°accjc,c)) 00008'41)eoei. A, / If • co • ORNAMENTAL GRASS i \\,,,`%tC1)_0'2,2c9i4:41C):0.0Stdp_0■ Ln 4. EXCAVATE TRENCH AND F I LL W I TH DRA I N I FESTUCA GAUT I ERI , AIIIIIIIII 4 \%/, /* , > //,. , 4 BEARSKIN FESCUE 2" POTS 6" O.C. 45 ROCK, DAYLIGHT PLAYGROUND DRAIN PIPE - 0, "HOBBIT" ." 34" — 2Y2ii DRAIN DOWNHILL FROM PLAYGROUND AT LOCATION , -f•J 21-6" .-c) ROCK - M I SCANTHUS S I NENS I S "H I NJOH ZEBRA GRASS 6" POTS 4' O.C. 20 SHOWN ON THE GRADING PLAN. DAYLIGHT I _...0 ....--, 1 PIPE I N ROCK DIFFUSER TRENCH AND CUT D ' 0,, I OPHIOPOGON PLAN I SCAPUS 1 BLACK MONDO GRASS 4" POTS 12" O.C. 190 DRA I N P I PE FLUSH AND PARALLEL W 1 TH NOTE: c L 'IN I GRESCENS" ADJACENT GRADE. F I LE ALL EXPOSED, SHARP „.. 4" SOLID P 1 PE 0 SEE PLAYGROUND DRAINAGE PLAN FOR DRAIN PIPE 1 PAN I CUM V I RGATUM P I PE ENDS. . •g . ••I \ 4" PERFORATED FR" SOLID 20 L F PIPE THEN COLLECTION LAYOUT AND DISCHARGE PO I NT. -,J- SW I TCHGRASS 6 POTS 5 O.C. 14 o HNORTHW I NDSH (NI 5. ADJUST LOCATION OF BELOW GRADE DRAIN DRAIN PIPE (TYP) 6" PERFORATED 0--) PENN I SETUM MESS I ACUM FOUNTAIN GRASS 6" POTS 31 O.C. 43 P I PE TO AVO I D INTERFERENCE WITH 61-0" OC P I PE TO OUTLET PLAYGROUND DRA I NAGE e .. tiRED BUTTONS" PROPOSED PLAY STRUCTURE AND EQUIPMENT o I SEE PLANTING NOTES SHEET L I FOOTINGS. SEE PLAYGROUND PLAN FOR PLAYGROUND DRA I NAGE PLAN SCALE: NTS, - . ho SEE SITE FURN I SH LEGEND, SHEET L-6. INFORMATION AND LAYOUT. SCALE: I " = 201-0" o c) < SHEET c.) NOTICE 1,S 714,k, ./ SE0 AtILSC '11' ../) ,,,, 1 _. ,-- --= — — , Murray Smith&AssociateslInce o DESIGNED cm( OF TIGARD 0 h 1 \val sus, At, , 4, E- L _-----:::- : -_-_-.-2. 1111 q MAZE PLAN AND DETAILS L- 5 1...=.1.....1 DAK --=---= 1 7 -------.. — A ------- Engineers/Planners 3.0 MG 550-FOOT a-) . . DRAWN 10_4" • so , co IF THIS BAR DOES G I 0 SE0 RESERVOIR NO. 2 / NOT MEASURE 1" 447 7--_77 = f------ -_ _- - -----7--_ 121 SJ. Salmon, Suite 900 PHONE 503-225-9010 i--) THEN DRAWING IS CHECKED 0 'QP(Nr., TIGARD NOT TO SCALE ` 1PE 1‘.. s............. Portland, Oregon 97204 FAX 503-225-9022 - 51 of 54 (16 NO. DATE BY REVISION PROJECT NO.: 03-0619.204 SCALE: AS SHOWN DATE: AUGUST 2007 .ter , ►;.- ,„ ... ,,,, • .— - / , '-'..„ / '-,, s',... .1 • . T ,_ ___. ,_.• iJ ; PLAYGROUND AND SITE FURNISHINGS LEGEND..., / 6' WIDE __ _. _._._ ,' : �;�1 S I DEWALK- . • •-'. x x x. . ,. c 1 DESCRIPTION MANUFACTURER MODEL NO. OR TYPE COLORS• x x , ' .,' i \„.4,... e. PLAY STRUCTURE , . A LANDSCAPE CUSTOM CONFIGURATION POWDER COAT __ ' STRUCTURES MAXIMUM DECK HEIGHT 48", MAROON, PINE GREEN, '� , ,:... .. n.�. . .ncenaw.4.00 a a s+ .. .•.em a wsaau ee e.�. a -ate a..%» .acecee 4,,,.... y y� ...*.v. .e....,..... ti ......°mom..�3 'fie ° .�� / / -�._ _..._ .-.._ « ..„ �.,, .:,. .wren, . _ 4 UN I T DARK BLUE : , : ;. N645505.66 KEYSTONE BLOCK��M1V��RETa I-N-1-NG_...-T;4-,,..,,,Z. - '`7-:: RA I L CL t MBERS, 2 CHA I N/RA BLUE 1 11 CLIMBERS, • Iv SW CORNER RET WALL -R•645•5613:76- ° ° 2 TALKING - __ - - -- TOP_EL-562 0 E7608501 .97 „ if x 1 TUBES, 2 ARCH ROOFS, ETC. DECKS: � nommum BROWN � •� .- / �� -�� - _ _.s TOP EL=562.0 C7 POLYETHYLENE:„ ./ ./,/ .„ N6455 1 3.82 `,� .._ _.._. _.._ _.. _._ ..._ _._ DARK GREEN / N645536,94 1• . . i DOUBLE ARCH LANDSCAPE 2 MAROON B- _ i._ I - C. N TER_ ♦/ �� , ” - _.... BELT SW 1 NG STRUCTURE SW I NGS (FULLSEAT)�' i �' E76084528 I 1\110. 4411,i � I I �� f� / \ _.. .._... _ _.._ CENTER EQU I ►, �♦ - : : f'. Q� E - _ 1 0 3-PANEL LANDSCAPE MAXI MUM FALL HEIGHT 48 WARM BRONZE WITH 0 •/ „s ;° . ; - - _...._ ...._ . . __.,, ` _ t MOB I US CLIMBER STRUCTURES DARK BLUE SUPPORTS • 4' FENCE �r II --X X X X # 150635A . . ,. / . / �� N645513.51 t I I X X- : :f �, I x I D11 NDENT HEIGHT 40 TAN /BLUE 1 I / E7608481 .33 / D \r --/.: .:. / N TYP CENTER SW I NGS _... .._... ._._ _.._ r; .._. ._.. ._.. _._ _ I I • ._ + BLOCK STRUCTURES 16 BLOCK D R ATION _. _. _ _ ._ _. _... ...._ ._ ._._ _.._ .•_ ._. __.. _._,.. ,_ x CL I Vl B E # 117 9 6 6 C O N F I G U R �' `��� f N645553./6-- • o � ■ - --- - .•r ■ E7608482,52 I 11/ , ,,_ ,,,_ _ i• / , ■ 1---- -1 i I_i I ' i I �-'��\ CENTER DECK X SEESAW LANDSCAPE 2-SEAT DIRECT BURY MAROON r I i i t ( i �\ � : ' 1 1 I _ _.i- �' ,/ - I_ 1 p/ `'■ , . , \ � -- �� � __ I I -_. # 1 486368 ■ �, ` x X : , ■ N645496. 10 Si I �-- x X X X y ,■ B T ,--'� 4-IN" 4 - Q X- LITTER WEBCOAT TR 32 EXPANDED METAL BLACK . z II K E7608497e65 1 - O I i RECEPTACLE RECEPTACLE, FLAT TOP, 16 FA END; P OS-T--__....._...._...._ ,._..___..._.._END_ RET E T WALL O I I 1 R E C E P T A A T T • ' ❑ OPENING, DIRECT BURY MOUNTING / TOP ' E 60 5 ,, `` N645569 96 1'i - E7.60850 I .97 "° ° ., II LOOP BIKE RACK LANDSCAPE DIRECT BURY RACK FOR 7 BROWN TENDER TUFF I �, F I BAR SURFACI`ING-__•_ - * BEG I-N- R€T WALL 1 '0 STRUCTURES COATING . TA X BIKES TOP EL 5 5 60. RAMP i-- - _' s I a a ° ` .• _.___ I 6' BENCH PILOT ROCK B42 D I RECT BURY & SURFACE BLACK POWDER COAT ., i1 I / y r'� �- � ° ° d° . a a .. (7 BENCHES) -�, ° a & 843 SILVER MOUNT BENCH W TH FRAME 0 \, ,tea '� a — ' . . •. a °: _: KH );. , 4 ; __ . . � I .�� a!I SIOUX SERIES E/ H E N D P T x�� FENCE 4 , ,7 h, ,,, TEZES .4 a e a OS WITH BACK REDWOOD LUMBER 7/7 ./' ,, . �► "' p SQUARE PICNIC PILOT ROCK DIRECT BURY TABLE WITH BLACK POWDER COAT „} 4 d Y�j TABLE 38" SQUARE CONSTRUCTION HEART FRAME = ``E` �l N6455 x . `' �" 39. 10 N64=555�0.•.�8 C]! REDWOOD LUMBER -, , _ _;:• E7608510.61 (3 TABLES) PEDESTAL TABLE 6 A, E76Q8509.46 CENTER DF cim : : ; : .___ _ _ . � ;;;�` `: CENTER- „CAN II IMPACT MATS F I BAR SYSTEMS F I BAR MAT INSTALL PER MFR'S 10 MATS) RECOMMENDATIONS f x MODEL #440DB, STAINLESS CHROME MATTE ' • :j\\ \ CENTER OF TABLE N645578.20 FOUNTA ! N FOUNTAINS STEEL FINISH . ee E7608515.53 N645534.94 p11 _ • : •e E7608521 .75 } NOTE: SEE DETAILS, SHEET L-4 BIKE PARKING " - `>>CENTER OF TABLE 1 If }' CENTER OF eRACK , `\N-6-4/5557.22 1 =" N645468.76 ",, • e•e° D \ : •• _ .® .°�e-. _,._,. _ -_E7608525.00 x r.e •s. ° If PLAYGROUND PLAN NOTES: CHAIN-L1NK SCALE: I u= I 0 -0 FENCE \NN o I PLAY STRUCTURE AND EQUIPMENT �- 1 . PLAY STRUCTURE AND PLAY EQUIPMENT SI-'ALL BE INSTALLED BY CONTRACTOR REGULARLY ENGAGED I N SUCH WORK AND W I TH A M I N I MUM 5 YEARS CONCRETE CURB _ I NSTALLAT I ON EXPER I E\CE. OR BLOCK WALL 2. REVIEW PLAY EQUIPMENT LAYOUT LOCATIONS WITH MANUFACTURER'S �� PLAYGROUND „ < REPRESENTATIVE AND PROJECT ENGINEER. ADJUST LOCATIONS OF PLAY `� 6" SOFT SURFACING 3 PLANTER RUBBED F 1 N I SH �� F I N I S H GRADE OR -..-- ELEMENTS AND STRUCTURE I N THE FIELD AS NEEDED TO ALLOW FOR IDENTIFIED �- 0 SAFE ZONES FOR EACH PIECE OF EQUIPMENT. •° PAVEMENT ° . a0 \'\\. 4 h• 4 ° ,,// /// CONCRETE SECTION :° ; • la.. ./�//,/ _ . ..• . .. . . /\//� ' PLAYGROUND WIDTH VARIES ' �. � � < �\/\ 3. PROVIDE UNDERGROUND CONNECTION TO LOCATION SHOWN FOR TALK TUBE, ° /\\� ' 0 8 2\\/ o PER MANUFACTURER'S RECOMMENDATION. PLAYGROUND : :.. /r// �' SOFT SURFACING CONCRETE CURB CONCRETE °:° I �\ SOFT SURFACING ° \\ -I SIDEWALK \ \ • - \'/ / \ I t.;4 1,46. 4 •=3 , ♦. al.f 1a��! \ ' .--44..04:0,:. \ ili�li�h�i:!° —� /, / 1,1111.1:44$444i;§%1=1/1; . _ r /�/V//.v//,A ///////////V/V/>//.///��//A//,A�j,A�j/A�j/A�j/A�j/A�j,A�j/A�j/A. ,jiA�/*/? �/ - ±l'sNite! iitI .`/ / — (2) #4 REBAR CONT v/ , /v� �- / �►.- v c . ...►aetA i Vii;,, �.: 3" MIN CL R ;/ ►•►.• //\ ��!��\���\//�/'//\\/ ,.�,.�. u ,\\ \\�\\ RAMP I : 20 TO 8" \\ \ a • \\ CRUSHED ROCK BASE BELOW PROPOSED / � 1 THICKENED EDGE CONCRETE CURB \\/.• °°° ° \\ I COMPACTED �, �� ° SUBGRADE CONCRETE FTG . /< i._ 0 /�\/ // N I _� CONCRETE CURB PLAYGROUND RAMP 2 FENCE AT PLAYGROUNDI'T\ c SCALE: I " = I '-0" . SCALE: I /2" = I '-0" - SCALE: 1 " = 1 '-0" 0 I I� 0 CI - — 0 NOTICE i.STj _ SHEET 0 DESIGNED 1 MurraySfflilh&Associates,Inc.MSA �, CITY OF TIGARD ..- 1 DAK PYGROUND PN AND DAILS L 3M G 550FOOT (0 IF THBAR DOES - _1" 121 S. . Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 � THEN DRAWIG S 1 - T I G A R D 0 NOT TO SCALE CHECKED, �ti Portland, Oregon 97204 FAX 503-225-9022 / NO. DATE BY REVISION 4p A� PROJECT NO.: 03-0619.204 SCALE: AS SHOWN DATE: AUGUST 2007 52 of 54 ", Iy2_,ii 4 , 7.‘ ‘ii.0\ \ \ \ 4'1' ''':-.. - --- I " • . j _. ___ _ Ati_4._ ___ ' ,.., ,-, - - - - -- 's.. :/.„ : :%.1. 611"./(*of:111111;.--41111r-i III: 71 :.114111F -71141111PY ""-"* / bo"- KEY / / -- --, ,, .. • ,. 7r-- ZONE CHART ___ ,/, ( ,„ ,,, :: - :, Ar 1t,..- 4...........--_,,,...,, _-- -- --14-- _ ___ ...-,,,,„,,_ 411-77.-.1.,,,,,,.,;, - ,_ ZONE POP-UP OPER APPROX ® CONTROLLER-HUNTER 1 CC MODEL BASE W/ I MODULE, I NSTALL I N EXTER I OR, WEATHERPROOF // // / ..„ -.. , / /- „, -- • •• ..: .„, .-,-, .. . ;,/,:.,,: . _ ,/i or....2172asatave itsem •. •i. :. ._.4 2.2,1 tsRE.44 4ft.¢. I 1 4. 'di . 444e444 I I \ 4444.4.444 ............i.■111111.111 lb it.W liabili 4 li__, LEGEND # VALVE SIZE ZONE TYPE SPRINKLER TYPE HEIGHT PSI GPM LOCKING CABINET / s„ ..._ : :,!'::• i 4\ ..___ __ _ _ _ I I - 1 /2" SHRUB 1800 SAM PRS 22 6" 30 32.2 / /// / ' , • • • N- : :. ••,. :/ -•=-, _ 4 . 4' - /--, .. • SPR I NKLER OPER SERIES MPR / -,.. i - ,/ • /.-,,, . II SYMBOL - ,,,, MODEL/SERIES ,,,,ODEL/SER I ES , , , SPACING (MV) MASTER VALVE /--„ / / // ,„. -;. •,,:•,: i- ,. ( , , ,„, : .:(•,./..'••/ . z i . . .1,1 , „ . I I TYPE P33S,,„55, I 2 1 - I /2" SHRUB/TREE 1800 N/A 30 27.0 „. CONTROL VALVE W/ PRESSURE REGULATOR /■ / N / . (. ../.,- /401,/ - - - - - - ---- - w .„ ,..„ „ I „.... • j II LTh • B8U0B0B LSEARM PRS 5 SERIES MPR 4 INSTALL IN LOCKING VALVE BOX / -----„,_ . : :, .: .' - ,,., ' : I L' .. ,..„ . , 111 SPRAY 1800 SAM PRS 22 ,,, 30 20' 1800 SAM PRS 22 /- '- -A--z- ---- / „.......„._ .- .7 :., _..„ ,,,,, II, j 0 SER I ES MPR F, H, Q 3 1 - 1 /2" LAWN 4" 30 38.05 i SER I ES MPR / . - / , • • • • ---, .•/. • ,''',\`\' / --'-' I __ ,„, i ZONE NUMBER . . : / :/1 • /II „ - 1 - ill )1 STREAM 1800 SAM PRS 1800 SAM PRS 22 i , -'.5- A 30 5' 4 I - 1 /2" LAWN 4" 35 .. , / „, : • •.•,:if- , , . „„„ „„, „„ BUBBLER 5 SERIES MPR SERIES MPR / „ ---- ' /-- ,,, -. . :,•/:/:;. . 1 ,I . - „.„. I , .„ .. --- MA 1 NL 1 NE P I P 1 NG-2Y21' SCH 40 PVC - / -, . ,,, - ,. • : • ://: y k • , i , -/- - I A ' m • im 5000/5000 PLUS 4" ,-- / -.. / I. :-./,;',:• • • ,. ,- ..„„„.„.„..,.... --- . - 5000/5000 PLUS 5 I - I /2" LAWN 30 / „, / . :;. , :, a, A.,. -- 1 PRS SER I ES LATERAL P I P I NG-CLASS 200 PVC // / / : i i•/:),,f.• i - .,,, v , ir& i ,.,...„,_ , _ „...„„_ _. I . A _ .. ...... it 411111 PRS SERIES . / 41 • L..._ - i - ---., FULL AND PART 6 I - I /2" SHRUB/TREE 6" 35 SLEEVE UNDER PAVEMENT .-- /- Ain (7)1,- - „ ,,, .. - Iii, ROTOR 40' SERIES ESSA mm FPRR S 22 /4-- .. _ / ' '' ''' ''''1:-;::,?,!. !„,,•1'fi :17,-,v://: • ., /„- I ,„ CIRCLE 4,,.,0_, ZZLE 334852..64.042 ../ -- -"•-, , / , ,,, _ __. o -.41 .„.,, 4 • ,i ,_; (.,-, / ---- .74 ,, . :: :/• lir , • WITH SAV1 CHECK I ,, 5000/5000 PLUS 6" 7 SHRUB 35 I 0.5 7 -' - ' -\ ' I. t 11-"Ir 1 u Ilv sisitr .„„ • QUICK COUPLER / :Iv (,-, / .,,,, .„. . „ . . . ' . Al 41/Orf .,- , . ,....., l' -,-- - , VALVE PRS SERIES V / / . • . •,.,• . . ,..„ : -,. • •- . , . • „ . ,1,400"' , ,i-, ..,„. ,_., Ill' „, I 5000/5000 PLUS / /v.v....C.) --,41- §L 0 --'Ill- 0_Eb -- - II 5000/5000 PLUS PRS SER I ES 4" : •;‘,•/: • - --- ---/, 11'1- ,- 8 1 ,, LAWN 35 24.5 DOUBLE CHECK , mrsi X • • ./. • / / • , • - „‘, alk MPR-30 NOZZLES 5000/5000 PLUS BACKFLOW PREVENTER / NI 30 9 I - 1 /2" LAWN 4" 35 35.0 / .._/-- ' ' • • / / ' '-""• „,,„..., . ' ,: . :7 •4, . , ,_„- ROTOR FULL AND PART 30' PRS SER I ES / / /4.4-- . : •: • / -/,, i 0 1 h!!-- .. sit. , ,.„ ,,,,e _.. ,,,H,. ' - / t 5000/5000 PLUS _ "-- , / „if, "4 tillitifi,l,„ ... L_ ___ __Adik__ ......,..,1/4, -'■„., '."%,. ,,,,,,444 --.. ,,, ,, ,4I' aill PRS SER I ES 5000/5000 PLUS / - 7,-- „_cD ...„. • • - , \/-. ,.. ...? / / • - /: : :: , , (-, i v.,,, ........... N.N. s. / / --I- /A., - - . : .:•. :.. :*: :: / /iv • - • - - -'- '"./ re, ., ,, op,,,,.. , **,,, --.., :-/--',/ _ „.,,, e„, s ,,,,,,.„..„1 -,,,,,,A. ..,,,,, „,, NI --- --- ,,,. .__ .... .•.-„,„ t„..._.-..7, 1 5000/5000 PLUS 12 2" SHRUB/TREE I 2" 35 51 . 1 / / b / - /,,„, ,,. . ..,•-. 1111 .., L --- --- _ i„.. ----k-7/.1 *---- - - - --,,,-. ----77,,,:s.---,,, ,,,-, -0 PRS SER I ES - • „ ,,, N-........• ' • _. __ .,_ „ I 3 I - I /2" SHRUB/TREE I 2'' 35 33.67 1 , '; •-,1 ' 1 ,, s„, , ,, Illir .„„ ,,,, I, 4 \ / / ": 7 i, o 5000/5000 PLUS , / .,,,,: ; : •-• 1 .„_,_, ,..„ \ PRS SER I ES /4 .4/ ./, //. '__. .k__ -,'. , . .,---). • - • • 2 _ u - ----c ) -.--(,-• (. , 1800 SAM PRS 22 / / , ) , .,--- ''''' : : :: • --... 4,7 - - I . 0 s'Nss 6 SL „ Al. L.4111 4., 1i/2 , .„, .. Iy2„ , 14 I - I /2" SHRUB/TREE 6" 30 30.59 SER I ES MPR / / __ _ __/ .4.- - : .: .. ./, 7 /_,_ ,<._ __ q.° ..I ir / /44 I iti.:",„ ---- -. 1 Il Al / / 'NI! 2 / • • • . • - -- -'I I' _.. ___ __ _ • NmaximiumminikAalh ,..., ±Iimmos ' 1 ab, I ---,. art >i / /N....4/ 1 ,, i,,, Ail _._, No. \ . ,,,....„ ,.., 1 15 LAWN 4" 30 49.91 , / / •, / 4fr, / i _ if 110 INF . 1 .- I - ,- I .„, „,, , ii - 11 \ SERIES MPR „ / //, / \\ - **4 ..„ .. .„' .,, I ,, N ... . , i - --/,/,,,,--,7.,_ ___11 ,."/ 3G/ ,. __ __ ..__ _...._ (..A - / , 4b , ,, .___ __/ = ....e . ,,,, ., .,„ ,,,, .,, „ / //,," // / I ..... N \ \ 1, . ____ " I RR I GAT I ON NOTES / /' :..)-: / / , . . At .. 1 , . !watt- _._ illi, .... __. . ._ . _ ... ..._ v...,_., 1 ii IN \ \ _ . ri-C \ ‘ A - - --V -V- - - - _. : .., -., -„, --,. /. „, „, ,,,, - s ._1 I .ATJDUHSEDTIMIN RAEENRNTIssG2A1ATI SI ONNEESDYESDTESMO ISSYSSTHEONAWNPESRCFHOERMNAAST 01 CPATLILNAYA.LLyCONTRACTOR vERI FYcoSHNADLI LT I PAY s / ,' / • :/: : : : ,-/ ,/ , - / / ___ __ _ __ ,.. ___ -.. , / i 1 / // / ...• : :/: . : • / /- ,.., i , I __ _ __ _ .., _ , ,...„---,' ---,,..„:: ,,,,,ii,,, ,_.....," __ _3‘:o_____3_.....0.______,.,.... ___ "=_______ ___ ____ *___ i...._-- __ _J._ 0_____ ___ ___ c,\" _ _ ___ ______ ji i a_ / if t f_ 0, ... i ,,,../.....„ ,,,,, ,, , ,,, ,,-,-,,,I,.„ ,„, „‘, f.„, „,, , „„ ,, I II ,,,,,, i__`-- _-_-_-_____,_, SPEC I AL ATTENTION TO THE SLOPE CONDITIONS OF THIS AND MAKE / / • : . : ,: " i--- - I . _ _ 1 Io _.111., _1131 01 _ _ _ !* *'''' I 1 . ADJUSTMENTS I ONS PR I OR TO START I NG WORK AND NOT I FY ENG 1 NEER I F S I TE , ---- / / . // / , :H:::.:-/:.. :. . /, / ,,,, /4 if .('i: i - ---1-----: ----_____ •,-, '. - -// 21 i ' - -..„ ,.,,, ..„ CONDITIONS DIFFER AND ADJUSTMENTS ARE WARRANTED. ,,,, .. , _ . __ „_ _ ] I 1 1 (: 0 CY 1 „, / , , / , : • : • . . . -I- 1-- / -3T * , „_, „_, .. ..._ / / / ,---- ''-• i/.. : : • • / / 1--- -- - -____ - _ ,_, -, - -- . i t , 4 - i- „ ,,„ ,.„ .,„ ....., .._ ...,.. .... / / .(---„. / / 1 /- At. itio 1 „ , 3 . 1 ,.„, I „„ 1 --- - -- 2. THE POINT OF CONNECTION (P.O.C.) IS SHOWN ON THE DRAWINGS, CONNECT - ,„. / -r,,,„,'' / / 410:a A I 1 I _ ,.._ .„. _, ,,.. ,..„ _______ ___. -----__ I I I .., . ..... .„ ... . I MAINLINE DOWNSTREAM OF THE BACKFLOW PREVENTER AND 1 NSTALL MASTER / .: ••,: •:-...7':: - . II j 3t) y ---33- r- -- -1._ ,. .„ _ ___ -- I 13o I - -,_ VALVE. I NSTALL SYSTEM 1 N ACCORDANCE WITH APPL I CABLE CODES AND / / fir, / / .„ . . / . iv I / . It, II iit , 1 , i .--- --_ ..__ ...._ _ , / / . . . it / ::/ : : : : _____ __- _ ye I II I 1 i ORDINANCES. / / / / / , . . .,. . . . _ . - . __1:7-_-__-, --- --- ---,,-i/ 1 k % \ 1 , / _ __ 4v- ---:_.:,---- - , __ _ z 3‘ , /1 - ill__ . . -,• . , it . V ‘ \ ..._.. , ,_ „ ____ ....„ ..._ .P / 1 I I / . : i '' ,... vs I " i / - I- -1 - i--- ) „ :,, . I „ , , .. ----,,.„,,,.., ._ ,.... .... „. ,„ , ,, ---- _., _ i . .. _ . , , . I il 3. COORDINATE LOCATION AND INSTALLATION OF SLEEV I NG WITH APPL I CABLE / ---- .„, . '--' -' -- --- _ _ _ _ i it / I i I -----„,,. / . : ./. ,/ __ Ti CONTRACTORS. INSTALL LATERAL LINES AND MA I NL I NES IN SAME TRENCH AND / 1 , ' • - - - i ----/ • • ' ' \ \ 3 ' - -- - ---- - ,,,, __, _,,_ __ _ : „, ' . , ./- AI_ -1 11 ,, .____ __I \_,.:\ -- - - - I-i_... I I i . . . It A \ ' ' -- \- -0,.. „,,, SLEEVE WHENEVER POSSIBLE / ' / , .• .,- .,, . ; 1 , „ -- r --p-- _ I . / . . ,. , , . ., ., . _ • . ,. ,. . • ., • ,, ii i - - --- --- .._ „ ........,,,„ ..„ l i i / / - / - ' / -- ---71 -: , - ‘,30 \ - --- --- __ __ ,,, ., . _ ,_ . .,, .,„ ---" -‘,.. ,„..,„„„,, ---------„ .,.. „ ,,,, ,,, . _ __ • .- -- 1,----i-, 1111 -- - --- - I i, ,‘ 1 „ / / 1 F4 L. STATIC c o NPRESSURE TA0T FT I THE D(Pv.OE.RC I.)F FY IS TESTIMATED AT I C PRESSURE B BE N5D4 APvSAI I LWAIBTLHE 50 WATER / / 1 , ,,, v / . ir/_,_ .....4 , -: ,,,.......,,-4L., Ain - --\ ‘ --\-- 1441;, ,,,s j \ \ .,„,.. ,„,a,,, ,,,s,-___ __ ___ .._ "*,.. -- --- - i I--/ -F. ,, ,,,,_,,,, / / ' / / : /: /:'• , / -- . - - - . _ _._ _ _ _ __ JP i 3o / de i i 1 if I t- ..._ , BEFORE 1NSTALLAT I ON. I . \ \ \ - S\- it -/- i ' / / _ _ - -- .." / -...„ ,,,, ..,_ ,„. --,..,. , *, \ VA,- \ \ \ 30, ' i iei / I ...„ „,,, ..„, , .„_, 5. COORDINATE LOCATION OF CONTROLLER WITH ENG I NEER AND ELECTRICAL / / 0:,i/: / (/' , ., ..._.,--- - • - 0 ,,,- \ \--- A -- .k-- \ \ ... -1 .1"; / / : 1`........ . ,,,, / / if ! : :/. :/,': ,r/ Air A / .,-.1-. - * \ '',). --\-- - ---N4._, ,,_, I " CONTRACTOR. I NSTALL CONTROL W I R I NC 1 N MA I NL I NE TRENCH AND COORD I NATE , , : .:•1 /: ,,// / /47/. il N TE" I,..CG- - - -- - N. \ de-- - -- / • ,„, _...... .„„ ,,,, / i " \ \ .4,. - „ - --I CONNECTION TO MAINLINE TRENCH LOCATION, INCLUDING SPARE CONTROL WIRE. _____ / ,, / , : . .:-/:•;,./: • / ' / 4* / 4 tteNTRbLIER - - ., ..„ ..,. ..„, / i , : :7:::: • ,, / ,,, -.4" 3 0 , / i / or-' ,, i toORD I NATE __ _.... 1 -- ----... •-\--\-- --\ --- __\._\:''':\ \g, ,,,„ 0 - _ \ - -„, 6. NO EXCAVAT I ON DEEPER THAN I 2- I NCHES I S ALLOWED ON TOP OF RESERVO 1 R. < , ,"• •/ : r / Iy / :: .2":l: . / / / 1 / / _ 1 ONTROL_W--1 R Jr 411-... \ \ \ \ \- N.-- ---%-- 1 ..4.?*41 .." .../ 7 -1- - --/--- / *. ._„ ,. „,,, ,,,,, ,,,, „„, ., cD - .......-' ,,,,, 2 "0, 0,0 NO PULLING OR JACKING PIPE I S ALLOWED ON TOP OF THE RESERVOIR. , _,. s...._..„ r i: :/: /: / // iip . : / - tONNCT I ON I ... \ „„,.., \ ,„,..., „. ,,,... „... -.....-i.r ...... _ __ 7_ . _ __ ___ __ __ .4'''' _,...." /0" „... - .. ,: :7 ./ / / / a --,_ ,„ CONDUCT TRENCH 1 NC WORK ON RESERVO I R WHEN ENG I NEER I S PRESENT. , 10 MAINLINE .._ ____ --- ial _ N. Ns, „,,, ...,,, o : / • .P i. /." 7 , 3i , /:,' :„/: / ' it I, , I 1 As LialluELNaftwou . -- - I 1 .),,t, '",‘ \ .,.4,;,,-• - -- ,Ne_ __ ''''•A....,0 1 I .,,... ,ste, #0 ;"-- - ,._ .." .,.,. • • . - , i , - , Ali ,.'s '''' ._ N. N. S° '4%. ---"* . '21'......,„.„ .._ ._ %".'$ ''''...,,,.....-'16 ''''''''''' " " / - --, ...„, ...,_ _- i-- .: .I i ; I , A., A ! ___,- ,,,,, , . , N. 2.- N.-- ---N,,;--- 2S. '''''''....„, ..... 00. .." 30 , ..- , ,--, ,-Toff_ _ , ,,, `-- ,, ,.,, „,.. „,,, r ' 7. SOME COMPONENTS MAY BE SHOWN OUTSIDE OF PLANTING AREAS FOR CLARITY. cr / :. ;/:,/.,/ ,/ ' : ,4** '' 0 7 ,,„ : ! v /,. -417 ' ,, , ...,,, ,,,.._ , „Li ! 1 . . . sz1/4 N -4,, ...... ---,„„,. --..... , _____..... 44/212 , __ _ _ ....„ -- 4„,.. , -- ..... _ „7.... ----ef , ..s- / , __ „ ,,,, ,,_ „„. ,,, ,,,, -- ,,, ....,. ,,,,,, „,,, --- i PLACE ALL IRRIGATION EQUIPMENT WIT- 1N PLANTING BEDS AT BACK OF CURB --- ...---"' ,..-- ,...4',2 ,, ' ' - -- ._,. WHEREVER POSSIBLE, PLACE VALVE BOXES PARALLEL AND/OR PERPENDICULAR TO , ,- r/1 1 ........ - '. ; ' ' mb '- 1, ----'. , - 1 1 -• N.. *4., ***.'-1/4,,,, ..,„,„ -- -,„,,,,....-r_..---L.' _ __ ....." 0„,.. -,,, 1 u --- „.._ ,,, I t „„. ,.. '--.. 0-) /1 v? ., .27. : 4V , I '-, ' -., / / -- I • '‘,,,, ‘-N,.. '. '''..... '-,,,,,, ,...„,, -,,„„„ ..,„ -----............ ......---•-"'" --_,,,----.0".`,, ..... . ......,'- _...."--- ----,,,,,e, ,,.... . 1 - ,, ..„, .... .,, .., CURBS AND WALKS. ,_, , 7*/:. 'N .''/ ,-- (0 N..- ''. --3Z1'__ ''' ..,„ , ...,„,...- ..-- - oo v, , 4 %.....- '''''. ..., 550 ...- 4*. • , ' ■A - ,, - --, ,i-,, ,. . - - - I , _ _ . . .s„--- ......,„,,.._ _ -2_,..,,,,,,,,,,, ___ ,_„„,„..,..----- ,... ..... ,.„ ...„ r--- , : :!(: : '-‘ , - ,, i .. ,,,,, - 41 a, ....._ ..n. .,„........ ,, „j.....*oft...mmass,ao07.-.4.V.710,-0.0.4....IL__,__.7c..,....,_ofr, __ ___ • ft.. 40.4 4'''''' 24 • ',.„ ,,,,, ,., , ,.. 4. 8. INSTALL DETECTABLE TRACE TAPE I N ALL IRRIGATION L I NE TRENCHES. , 4'4** ''''''.".........L ''''''`....,, .4,4. ....... ..........40..... s... ''--011 , . 1 ill " , 17 ...a.is......_ ,,,‘ GRADE MAINLINE AND LATERAL LINES TO DRAIN. LOCATE GATE VALVE AND ..., - ..... ---- -.,.(/) _. %, I I --- --- -- - - ****,..„ -'''''....,,. 30.**-'-4-- , .0 ..„... .„ ,,, . , (-3) 1 1 1 ,-- _ ..___ 1'• --- ..,„,, ,._, „,,, :i. (::- 1 I 1 - •--- -- -- .avar., ''''''''. ........., 3n -- .0...0 QUICK COUPLER AT LOW POINTS FOR WINTER I ZAT ION - , i ‘• I 1 _ _„„ ....._ _ N, „. ''-- „, a•-..--,,,,,,...... -----7.;,...--,j1T-e: - - -....3-4 - - - 1-e_...._ -w__ .......-7.__ _ „---- ..„_ I .1-, , i _.,„. 4" • 4 / n „_. ,.,..•" " 1 I 1 - ......- ______F)4c,, 1 , . , - I ..-- 1 ----,..,_____ _ ,...,. , , / : : :.T. • / 1 , , Lf) 1 1 -- ,s................•............. ■-- \\ \*:-:‘.1:: \ S** '\--- la11-- - - ''''' "'". SZ: 4 )LL:''''-'''''''' - -°t)-„0.,.01-:os_____4:::::/::". - :.00,1 1:10.- //:/tril,11:".11".0.le: /1- "le...- /16;/ ,.„1",,is, ,_. ,,,,77, --,,N -....._.. ,,,„ ,,,_ „ .,„ 9. SPRINKLERS SHALL BE SPACED AS INDICATED 1 N THE IRRIGATION ZONE , I , i 1 , I , , ,. , _ .. ..„, N, ...„, `...„ .„ ___J / i / :z; , 1 I ] ' 11 , -.1% .ceveyetwal*esga.--osaleiews--4.40.wow.45144444-4.0416-4.1K40-4a14.0 44044..tm.taald ::: -, ..-„ -., -.,-,, .... __,. '-' ' ,„ CHART. MAKE NECESSARY ADJUSTMENTS TO ENSURE UNIFORM COVERAGE. Y. • . --- iiiie-... --.14- -- ---ISM - _,:- - 1 11 1 . 0 1 1 NW , 1,u My _ __,4 Frit b.,.._ -- ...___ __ N N, ,,,• _,,., -,. -- 4 „.. ,„,, 1 Mr 1 i I y"111 172 1):2 __ ...- - I72 w ., ____ ____ .... .,__ ,....„ ,,,_ ..„,, , ..... \N I NN, 1 \ .„- / [ I . . :./ `- ------::\__-:--jii ;_-_-:_t-. -.:- 1 tr- 7w I': ...... 1 _ _ _ _ _ . __ „ i _.„ ,.., ,..., „_, , 1 ,i .\--,_,...,„„, 10. DO NOT TRENCH AROUND EXISTING TREES TO BE PRESERVED. . : ' \ '' 4,..._ar \ , ,...) . ..,.... -i-. ' • :: :. : . \'‘, s ',, 71g '\ \\ \\\ 1 . , v- -. . , ,,,.---- it Imp vir - r - - - I „ ,,, J,I \ N. ---- -,_ __,_ _ 1 .1\71 \ \ 1 ; 40 ii ' . - „„..,„ .___ ----,......,„,„,,, CN ' I ' I "I 1 II 0 _ _u,_ ...-• __.„. „.., ,,, 1 '.., ,„,,,,,,_ I - :• : / • `..'1 0 r1-..0,,i " • i ,,4,,,,, 1 . I - ___ _ --, .,,,. , -„ \\II 0.) ; / ' iiii 'Y \\, \., -, \ \\ -'4i. „-- . ,,I.,,, 1 ,,,4,,,,„ . 1 ,,s, ;,t --,,,,,.f.4,-1,44 k.,,,$ , p:4,4 -1•'• vi 1: -',-4;, • ----, vk 43-ke ..-,t-rt: -5:.: 04 ,, -*-4., 4,,,,, -;-,-„,,,, - 4,..,-',,-t'N' ,,--;„ , TA' :4,t- ,.. _tivf- -,,,. ,, ., - ,,,f i -- -:-• _ _ ,,_, ,, N I-\ ., ________ \ ,,. , , i - . ..,t, . . , ,,, 1 ,,, -},,,,,,,, ,,,,„,4 _,of ,.,0 i.4,T it%,:i -4;,1- xi,, ?•4., rgI r. :P..,' " P.,,,, 4',, 4.;; --- ,P"k, „ ;e''' •1^- 44'. :,?,,'' ' 'N^;;•, '44 V----. 1,-;, ISij-- -- -Ci _ 0 rt'- z,'";'"4,-, . . . ,;=, . . . . . . , . .„.. .., n, -, , ,,-,,, ,,,,,,,,,,,,,,,.., , ,.,„,,,. „,,...,, ,,.,-- ..*,t,..4...., 14,,,, '‘ .-,,, 4.,,k,gs, -04 44ii-- ,4•4:4 • 0 1 • ,7. , , . i , , . ., x-,--->,,-X.-A 0.-L-x,-A)-C---'x-/----1-x ,.. '1 • •"f• • V • • • , ,. . .„ . - --- - " - . ,, , .. t...., - -- --- -- "'" 1,.-i,,,,w - ------X.-- )(----- . Y • X• . '''' ,_. 0 , \\ 11 li: ii / . ii,.+._;_;-.- ---‘ -- --- ___ ,.. (2) . I/ 4 C PA , 1 L - ---,L,X.--.....X__-\I X - - -- -Y \ \ 0 SHEET NOTICE . .. ,--- SEO do -7•1----: - A MuraySinitli&Associates,Inc. 0 DESIGNED f cN 0 h 1 4 CITY OF TIGARD ' fro M AN • 1111 IRRIGATION PLAN =--------- --1 ----:= -------- -A - Engineers/Planners Iliji . L- 7 • DRAWN . 3.0 MG 550-FOOT IF THIS BAR DOES SEO 7-1---_-- 121 S.t Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 ..- NOT MEASURE 1" 4•lit,....s .4 10../it t 4."..0 I-,4 AivOlik''''si.,'..,i .1! _ ____,11- __LT-- __.._..._________= _ _ TIGARD THEN DRAWING IS CHECKED (K\,,(C1 Portland, Oregon 97204 FAX 503-225-9022 o NOT TO SCALE .,/ qPE X ,S.Y. 53 of 54 NO. DATE BY (..5 REVISION PROJECT NO.: 03-06 1 9.204 SCALE: I H=20' DATE: AUGUST 2007 CONTROL VALVE KEY FIN GRADE PLASTIC VALVE BOX 12" 12" 12" W LOCKING LID NOTES: { I V----/ 10 D I A ROUND . USE TEFLON TAPE ON ALL THREADED CONNECT I ONS. VALVE BOX FOR \0Y GV v. �.o _ I.o 2. SUBMIT PRE-FABRICATED SW I NG JO I NT ASSEMBLIES PLASTIC VALVE BOX 4,,0,39 �� DRAIN GRVL FOR REVIEW AND APPROVAL. W LOCKING LID FIN cb%,o �.0 0 BRICK - 2 FIN GR N /LOCK 0 00 0 0 0 0 VALVE BOX ' I- o Q0 Qb TOTAL � o r i I W 0 ••e o % 0 0 QO 1 I ''' I ' 'III \ /I L,_. lil 2" CLASS 200 - SPECIFIED I RR I GAT I ON HEAD NOTES: EDGE OF TRAIL, CURB, ETC 8 DRAIN GRVL - PVC PIPE SET FLUSH W/ FIN 1 SH GRADE I . CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING a 0 BRICK-6 TOTAL _ n z (3) 1 " SCHED 40 STREET ELL VALVE. °° g o d- PVC LINE o N - ANGLE VALVE _ fp, �j SCHED 80 NIPPLE 2. SET BOXES I ABOVE F I N I SH GRADE OR MULCH COVER I N GROUND 8" PVC CLASS 200 0 0 00 0 & TEE — o o �r�;�� N / COVER/SHRUB AREAS AND FLUSH WITH F 1 N I SH GRADE 1 N TURF AREA. OR SCHED 40 PIPE °o 0 (LENGTH AS READ) (NOTCH SLV TO FIT GV I �(: _ 3 CUBIC FEET SCHED 40 TEE 3. SET VALVE BOX I N LANDSCAPED AREA. AROUND MAIN LINE ■■� ° o� © •' -co DRAIN GRVL t PVC SCHED 40 PVC FITGS TGS {{ . / MALE ADPTR AS RE 'D 0 T I Q t 8 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF LAWN, PVC MAIN LINE Q 4 GEOTEX LE ! WALK, FENCE, CURB, ETC. 00 LATERAL PIPE I " SCHED 40 STREET ELL LIT -�- U 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT ..:', 7 18 COLLAPSE AND DEFORMATION OF VALVE BOX S I DES. GATE VALVE DETA I L 0 MANUAL DRA I N VALVE ROTOR SPR I NKLER 3 VALVE BOX LAYOUT 4 SCALE: NTS SCALE: NTS SCALE: NTS - SCALE: NTS - 24 VOLT WIRE - PROVIDE WEATHERPROOF SPLICE PLASTIC VALVE BOX W/ LOCKING L 1 D, ONE REMOTE CONTROL VALVE PER BOX QUICK COUPLER VALVE FOR AIR POP-UP SPRAY SPR 1 NKLER PVC UNION PLASTIC VALVE BOX W/ LOCKING LID COMPRESSOR CONNECTION ONLY PVC MALE ADPTR / F 1 N GRADE 1 - 1 /2" FIN GRADE REMOTE CONTROL VALVE W/ Ir PRESSURE REGULATOR FLOW - , , ,CONTROL BR 1 CK-6 TOTAL 3 .°:.°°.Q6t = ;�, -III PVC LATERAL LINE _ s c ■■ w _I co PVC UNION •• Pill n- LOWER LATERAL LINE •°�o Pg 100%•'� w GATE VALVE DRAIN SWIVEL JT RISER USING o a. -Ni WITH PVC 45° GRVL SCHED 40 PVC PIPE & I- WALL, WALK, CURB, - ELBOWS �r HEADER OR TRAIL 0 117 ■ ■ -� 8 PVC CLASS 200 PIPE F I TGS AS REQ D w FLEX N . _' I� i I I INSTALL TEE FOR VALVE SLV TO FIT w EDGE ~ �-RISER ■;! �''-•r' -� MAN I FOLD (NOTCH PVC MALE ADPT c� ►`o 0 0 0 00 0 00 0 0 AROUND MAIN LINE) _ w _ a w BRICK SCHEDULE 40 GV b 6 TOTAL PVC F I TGS -- __ PVC STREET ELL z DRAIN GRVL - 4" DEEP BELO I I I ', VALVE (NO SO 1 L 1 N VALVE BO _ TO CONTROL N PVC LATERAL LINE U PVC MAIN LINE - CAP & - VALVES F- TB IF AT END OF LINE PVC MAIN LINE - [—__.----- LL _ � 1I (r) PVC PLASTIC TEE PVC MAIN LINE - .7f _ SCHED 40 PVC PIPE & F 1 TGS AS REQ D Co REMOTE CONTROL VALVE W I NTER I ZAT I ON ASSEMBLY 6 SPRAY SPR I NKLER D I L 411) SCALE: NTS SCALE: NTS - SCALE: NTS <c cD . 12" (TYP) Lc) 12 (TYP) CURB & GUTTER r" METER BOX" '�' '! ••° ' '6.°. :o ' ` ° I " UNION EACH SIDE DOUBLE CHECK - 7-CONC FIN ° : o •° °• I _ III VALVE ASSEMBLY N- WA K GRADE a:o 0 0 BOX SPECIFICATIONS \ °.� <o o e :o.O o o. O a. .o . ° °°.• I�f��'{fIiR• � I I III °. ao � a i o o , , �� � , � DEVICE SIZE BOX TYPE _ ° ° °°�o o �\'%\!j\!j\ij� \ij\%\\�� '„ 3/4" - 1 " BROOKS # 14 19 SERIES OR EQUAL 00 1-I I I :� �° o • o a : .o° o ° j \jj/ 1 2 - 18 _ ° O \� 1 1 2 2" CARSON 1730D P 1 5L OR EQUAL- - 0 \/.\___i 0. o l. 0: 1...II/ i �._._. 0-' 12" TO 24" AS REVD ''��"'� ��■ ; ' - 6" -\.I INSTALLATION SHOWN I S ONLY A SUGGESTION. '" `f- \ - ,,_-,,f _ > W I . BRASS, STA I NLESS, OR PLAST I C PLUGS TO BE I NSTALLED I N TEST J COCKS I F BELOW GROUND INSTALLATION. � o CRUSHED ROCK BASE ELEVATION 2. D I STANCE FROM BOTTOM OF DEV I CE TO F I N I SH GRADE, FREEZE PROTECT I ON, o PVC SLV 4" OR 6" FOR IRRIGATION SLVS AND CLEARENCE FOR TEST I NG AND REPA I R ARE THE MAJOR CONS I DERAT I ONS (N PIPING, 2" FOR CONTROL WIRING FOR INSTALLATION. ° IRRIGATION SLEEVES 8 DOUBLE CHECK ASSEMBLY 9 o SCALE: N TS - SCALE: NTS o . U NOTICE SHEET SEO pXSTJ*.C�' - — _ o DESIGNED �' i — = Murray,Sinith&Associates,Inc.N 0 lh ,, CITY OF TIGARD I I DAK _ _ -_ — IRRIGATION DETAILS L- 8_ _ _ _ n sneers anners 550-FOOT DRAWN 11044dAaitior.- .o MG Co IF THIS BAR DOES OR / NOT MEASURE SEO — _ _ = — = 0 121 S. V. Salmon, Suite 900 PHONE 503-225-9010 RESERVOIR NO. 2 o THEN NOT DRAWING SC LEIS CHECKED tS'�,, ti — — - — Portland, Ore Oregon 97204 FAX 503-225-9022 TIGARD 4p ilC '' 54 of 54 ca NO. DATE BY REVISION PROJECT NO.: 03-0619.204 SCALE: AS SHOWN DATE: AUGUST 2007