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3.5 MG Menlor Reservoir - Volume 2 Drawings June 1997 CITY OF TIGARD , OREGON 305 MG MENLOR RESERVOIR SERVER Lusa IF ��•� ROAD SO f --- - - CITY OF TIGARD , ` OREGON SCHOLLS fER 210) JUNE 1997 PROJECT � SIM S 7 7�0,pm Lc htuWd VICINITY MAP w SCALE: 1"=5000' LOCATION MAP e SCALE: 1"=1000' o INDEX OF DRAWINGS t I GENERAL. CML STRUCTURAL/ARCHITECTURAL ELECTRICAL LANDSCAPING G-1 TITLE SHEET C-1 SITE PLAN S-1 RESERVOIR PLAN, SECTION AND GENERAL NOTES E-I LEGEND, ONE-LINE DIAGRAM AND TELEMETRY/ L-I LANDSCAPING k h G-2 SYMBOLS &LEGEND C-2 ACCESS ROAD, GRADING, AND STORM DRAINAGE PLAN S-2 RESERVOIR WALL AND FOOTING DETAILS OPERATIONS ELECTRICAL FLOOR PLAN TREE REMOVAL PLAN G-3 ABBREVIATIONS C-3 ACCESS ROAD AND STORM DRAINAGE PROFILE S-3 PRESTRESSING DETAILS MISCELLANEOUS JOINT DETAILS, E-2 ELECTRICAL SITE PLAN L-2 LANDSCAPING DETAILS " 0-4 GENERAL NOTES C-4 SW 154TH AVE. STORM DRAINAGE PLAN B PROFILE AND SEISMIC CABLE DETAILS E-3 ELECTRICAL PLAN L-3 ENTRANCE GATE DETAILS o C-5 RESERVOIR GRADING AND DRAINAGE SECTIONS S-4 ROOF REINFORCING DETAILS AND ROOF JOINT DETAILS E-4 TELEMETRY INTERCONNECTIONS & VALET L-4 EROSION CONTROL PLAN n! C-5 ROAD AND PIPE SECTIONS AND STORM DRAINAGE DETAILS S-5 COLUMN, ROOF VENT AND FLOOR JOINT DETAILS ELECTRICAL FLOOR PLANS C-7 SW 154TH AVE WATERLINE PLAN k PROFILE S-6 PIPE ENTRANCE DETAILS k DOWNSPOUT DETAILS e C-8 ACCESS ROAD WATERLINE PLAN S-7 LADDER AND RAILING DETAILS C-9 ACCESS ROAD WATERLINE PROFILES S-8 OPERATIONS BUILDING PLAN AND DETAILS a C-10 SITE PIPING PLAN W v C-1 1 WATERLINE VALX TS PLANS, SECT IONS AND DETAILS ILS WN R ENGINEER CITY OF TIGARD MURRAY, SMITH k ASSOCIATES, INC. C-12 STANDARD WATERLINE DETAILS CITY HALL 121 SW SALMON, SUITE 1020a�� 0 13125 SW HALL BLVD PORTLAND, OREGON 97204 W TIGARD, OREGON 97223 !? TAX LOT 600 AND 400, MAP 2S 1 5 DB, T.S2, R.IW, S5 SE k SW WASHINGTON COUNTY CASE FILE 96-480-SU/D NEW I MPERV IOUS AREA = 0.98 ACRES I 96-0341.201 5 PIPE SYMBOLS VALVE SYMBOLS TOPOGRAPHIC LEGEND & NOTES PLANT SCHEMATIC BURIED PLAINT SCHEMATIC EXISTING PROPOSED WELDED JOINT -- 0 CA 1 [:::I —I } I--- BUTTERFLY VALVE WATERLINE 16"W IE'M FLANGED JOINT 0 GATE VALVE ELECTRICITY E E 'J GROOVED END JOINT ®-- GAS 4"G T —�— GLOBE VALVE TELEPHONE/TELEMETERY T r�� 0 MECHANICAL JOINT — BALL VALVE CABLE TELEVISION —CATV— PUSH-ON CATV PUSH-ON JOINT (RUBBER GASKET) BALANCING VALVE SANITARY SEWER LINE 8"SS 0'$g — -- FLANGED COUPLING ADAPTERDIAPHRAM VALVE SANITARY SEWER FORCE MAIN—6"FM STORM DRAIN 8"SDa'$p— -- FLEXIBLE CODLING — 0 —a— PLUG VALVE (TOP) DRAINAGE DITCH C )D 11140— FLEXIBLE CODLING W/THRUST RING --- }— PLUG VALVE (SIDE) CULVERT 1 ELBOW D FENCE 3-WAY PLUG VALVE CEN TERL I NE C I ELBOW DOWN SWING CHECK VALVE EASEMENT/PROPERTY LINE a--- —� Ae+— TEE D _QEDGE OF PAVEMENT/AC DOUBLE CHECK ASSEMBLY CURB TEE DOWN � BALL SWING CHECK I�I LA TERAL D STRUCTURE OR FAC I L I TY I 1 SILENT CHECK VALVE TREE/BUSH LINE LATERAL DOWN �--� �d---jam I �i GUARDRA I L PRESSURE REDUCING VALVE CONCENTRIC REDUCER ROCK WALL �.. � ALTITUDE CONTROL VALVE RAILROAD TRACKS `—; 'U---� �n r�TTTTT"TT7Tf� �I ECCENTR 1 C REDUCER CONTOUR MINOR i SOLENOID VALVE ( � �� UNION t —��I j■[ CONTOUR MAJOR �--200J �►—�—� BLIND FLANGEMANHOLE Q RELIEF VALVE 0 ] CAP z AIR INJECTION SYSTEM 1-0 Fi LONG SLEEVE NEEDLE VALVE BLOW-OFF ASSEMBLY 1_/ '--� AIR RELEASE ASSEMBLY 1-0) FLEX I BLE COOL I NG -- HOSE VALVE FIRE HYDRANT ASSEMBLY 0 CAPPED END OR PLUGGED END {X} REDUCED PRESSURE BACKFLOW THRUST BLOCK p PREVENTER W/GATE VALVES UTILITY POLE 4 t FITTING GUY W 1 RE ---- SECTION SECTION AND DETAIL DESIGNATIONS M I SCEUANEOUS PIPING SYMBOLS CATCH BASIN/FIELD INLET am ® 0 SECTION DESIGNATIONS DETAIL DESIGNATIONS WATER METER I y■! T Z SECTION LETTER DESICNATION DETAIL NUMBER STRAINER SIGN N a I SIGHT GLASS CLEAN-OUT O O JUNCTION BOX SHEET WHERE SECTION IS SHOWN • )SHEET WHERE DETAIL IS SHOWN � PRESSURE GAUGE W/COCK PULL BOX/ �— ^ QQ a o SECTION LEITER DESIGNATION BENCH MARK PRESSURE SWITCH W/COCK TREE DECIDUOUS 101 SECT!ONA DETA 1 L N TREE CONIFEROUS ` ? SCALE 1 SCALE 2 a THERMOMETER SHEET FROM WHICH SECTION SHEET FROM WHICH DETAIL LIGHT POST p N WAS TAKEN • IS GILLED OUT omi •NOTE. IF PUN AND SECTION FOR DETAIL CALL-OUT AND DETAIL ROTAMETER SURFACE ELEVATION + 176.63 + 176.93 LYARE SHOWN ON THE SAME DRAWING. DRAWING NUMBER IS REPLACED WITH A OWI. �M METER FINAL GRADING SLOPES 41111 Y 144V T IL y SIDEWALK Tr- � u NOTICE MLH -" --- =-= SHEET d 0 , DESIGNED MIN = - _-Mumy smiihfissociaiesjot W RAW 4 - ' CITY OF 770ARD SYMBOLS & LEGENDS Engineers/Phnners cmr of ncr�c G-2 N T�5 BAR DOES DRAWN �►,.,� _ _ ou�oN MENLOR RESERVOIR A) NOTTHEMEASUDRAWRE IS �H NOT TO SCALE CHECKED i L � 121 S.W.Salmon,Suite 1020 Phone 509 225-9010 i Portland,Oregon 97204 Pax 1503;225-9022 2 OF 32 NO. DATE BY REVISION EXPIRES 6-30-97 PROJECT NO.: 96-0341.201 I SCALE: AS SHOWN I DATE: JUNE 1997 ■ O AT CLR CLEAR FN FENCE LC LONG CHORD PREP PREPARATION T&G TONGUE k GROOVE !! AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY CMP CORRUGATED METAL PIPE FOC FACE OF CONCRETE LF LINEAL FOOT PRESS PRESSURE TC TOP OF CONCRETE/TOP OF CURB dt TRANSPORTATION OFFICIALS CMU CONCRETE MASONRY UNIT FOF FACE OF FINISH LIN LINEAL, LINEAR PRKG PARKING IDH TOTAL DYNAMIC HEAD AB ANCHOR BOLT CND CONDUIT FOM FACE OF MASONRY LN LANE PROP PROPERTY TEL TELEPHONE ASIAN ABANOON(ED) CO CLEANOUT FOS FACE OF STUDS LOC LOCATION PRV PRESSURE REDUCING VALVE TEMP TEMPORARY ABC AGGREGATE BASE COURSE COAG COAGULANT FPM FEET PER MINUTE LONG LONGITUDINAL PS PUMP STATION THK THICKNESS ABS ACRYLONITRILE BUTADIENE STYRENE COL COLUMN FPS FEET PER SECOND LOS LOCKOUT STOP PSF POUNDS PER SQUARE FOOT THRD THREAO(ED) ABV ABOVE COMB COMBINATION FPT FEMALE PIPE THREAD LP LOW PRESSURE PSPT PIPE SUPPORT THRU THROUGH AC ASPHALTIC CONCRETE COMPL COMPLETE FR FOREWARD-REVERSE LPT LOW POINT PSIG POUNDS PER SQUARE INCH GAGE TOT TOTAL ACP ASPHALTIC CONCRETE PAVING CONC CONCRETE FRP FIBERGLASS REINFORCED PLASTIC LP-X LOCAL PANEL NO. X PSL PIPE SLEEVE TP TEST PIT/TOP OF PAVEMENT ACU AIR CONDITIONING UNIT CONN CONNECTION FT FEET, FOOT LR LOCAL REMOTE PT POINT TR TOP OF RIM ADJ ADJUSTABLE CONST CONSTRUCTION F1 TG FITTING LRG LARGE PTVC POINT OF TANGENCY ON VERTICAL CURVE TRANS TRANSITION ADJC ADJACENT CONT CON T I NUOUS(A T I ON) FTG FOOTING LS LUMP SUI/ PV PLUG VALVE TSL TOP OF SLAB AFF ABOVE FINISHED FLOOR CONTR CONTRACTOR) FLIT FUTURE LT LEFT PVC POLYVINYL CHLORIDE TSP TRI-SODIUM PHOSPHATE AFG ABOVE FINISHED GRADE COORD COORDINATE FXTR FIXTURE LVL LEVEL PVMT PAVEMENT TST TOP OF STEEL AHR ANCHOR COP COPPER LVR LOUVER TURB TURBITITY AHU AIR HANDLING UNIT CORP CORPORATION G GAS LWL LOW WATER LINE RAD RADIUS TW TOP OF WALL AL ALUMINUUM CORR CORRUGATED CA GAUGE RBR RUBBER TYP TYPICAL ALM ALARM CP CONTROL POINT GAL GALLON MA MANUAL AUTO RC REINFORCED CONRETE ALT ALTERNATE CPL COUPLING GALV GALVANIZED MAN MANUAL RCP REINFORCED CONCRETE PIPE UG UNDERGROUND AM AUTO-MANUAL CPVC CHLORINATED POLYVINYL CHOLRIDE CC CROONED COUPLING MA TL MATERIAL RD ROOF DRAIN, RAIN DRAIN U'l UNIT HEATER AMP AMPHERE CRN CROWN GFA GROOVED FLANGE ADAPTER MAX MAXIMUM RDCR LN UNION ANSI AMERICAN NATIONAL STANDARDS INSTITUTE CR CRUSHED ROCK GI GALVANIZED IRON MC MODULATE CLOSE or RED REDUCER UNIF UNIFORM APPROX APPROXIMATE CSP CONCRETE SEWER PIPE GIP GALVANIZED IRON PIPE MCC MOTOR CONTROL CENTER REF REFERENCE LION UNLESS OTHERWISE NOTED APPVD APPROVED CT CLEAR TUBING GL GLASS MCC-X MOTOR CONTROL CENTER NO. X REINF REINFORCE(0)(ING)(MENT) USGS UNITED STATES GEOLOGIC DATUM APWA AMERICAN PUBLIC WORKS ASSOCIATION CU CUBIC GLV GLOBE VALVE MCP MASTER CONTROL PANEL REO'D REWIRED ARV AIR RELEASE VALVE CUR CABINET UNIT HEATER GNO GROUND MECH MECHANICAL RESTR RESTRAINT, RESTRAINED V VENT/VOLT ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS CV CONTROL VALVE GPD GALLONS PER DAY MET METAL RFC ROOFING VAC VACUUM ASPH ASPHALT CW CLOCKWISE/COLD WATER GPH GALLONS PER HOUR MFR MANUFACTURER RHB RECESSED HOSE BIBB VB VACUUM BREAKER/VALVE BOX ASSN ASSOCIATION CY CUBIC YARDS GPM GALLONS PER MINUTE MGD MILLION GALLONS PER DAY RLC RAILING VC VERTICAL CURVE ASSY ASSEMBLY CYL CYLINDER LOCK GPS GALLONS PER SECOND MH MANHOLE RM ROOM VERT VERTICAL ASTM AMERICAN SOCIETY FOR TESTING GR GRAVE MIN MINIMUW RNO ROUND VFD VARIABLE FREQUENCY DRIVE k MATERIALS D DRAIN GR LN GRADE LINE MISC MISCELLANEOUS RD ROUGH OPENING VOL VOLUME ATM ATMOSPHERE DC DIRECT CURRENT GRTG GRATING MJ MECHANICAL JOINT ROW RIGHT OF WAY VTR VENT THROUGH ROOF AUTO AUTOMATIC DET DETAIL GV GATE VALVE MOD MOTOR OPERATED DAMPER RPM REVOLUTIONS PER MINUTE AUX AUXILIARY DI DUCTILE IRON GVL GRAVEL MON MONUUMENT/MONOLITHIC RR RAILROAD W/ WITH AVE AVENUE DIA DIAMETER GYP GYPSUM MOT MOTOR RST REINFORCING STEEL W/0 WITHOUT I DIM DIMENSON AVC AVERAGE DIR DIRECT ON MPT MALE PIPE THREAD RT RIGHT W/W WALL TO WALL AWWA AMERICAN WATER WORKS ASSOCIATION DIST DISTANCE HB HOSE BIBB MS MILD STEEL RV ROOF VENTILATOR WD W000/WIDTH ON DOWN HC HOLLOW CORE MSL MEAN SEA LEVEL WF WIDE FLANGE BC BOLT CIRCLE OR DRIVE HDPE HIGH DENSITY POLYETHELENE MTD MOUNTED SA SAMPLE WH WALL HYDRANT BETW BETWEEN DS DOWNSPOUT HDR HEADER SALV SALVAGE WHTR WATER HEATER BF BOTH FACES DWG DRAWING HDWE HARDWARE NA NOT APPLICABLE SAN SANITARY WI WROUGHT IRON BHP BRAKE HORSEPOWER OWL DOWEL HGR HANGER NC NORMALLY CLOSED Sc SOLID CORE WLD WELD(ED) BTF BOTTOM FACE DWV DRAIN WASTE AND VENT HGT HEIGHT NF NEAR FACE SCD STREAMING CURRENT DETECTOR WP WORKING POINT, WATERPROOFING BFV BUTTERFLY VALVE DWY DRIVEWAY HH HANOHOLE NIC NOT IN CONTRACT SCHED SCHEDULE WS WATER STOP, WELDED STEEL, BKGD BACKGROUND HM HOLLOW METAL NO NORMALLY OPEN SD STORM DRAIN WT WEIGHT BL BASE LINE EA EACH HNORL HAND RAIL NOM NOMINAL SOL SADDLE WTP WATER TREATMENT PLANT SLOG BUILDING ECC ECCENTRIC HOA HAND-OFF-AUTO NRCP NON REINFORCED CONCRETE PIPE SECT SECTION WWTP WASTE WATER TREATMENT PLANT BLK BLOCK EF EACH FACE HOR HAND-OFF-REMOTE NRS NON-RISING STEM SF SLOWER-FASTER WTR BLT BOLT EL ELEVATION HORIZ HORIZONTAL NTS NOT TO SCALE SHLDR SHOULDER or W WATER BLVD BOULEVARD ELB ELBOW HP HIGH PRESSURE/HORSEPOWER SHT SHEET WTRT WATERTIGHT BLW BELOW LEE ELECTRICAL HPG HIGH PRESSURE GAS 0 TO 0 SIM SIMILAR WWF WELDED WIRE FABRIC EL BM BENCH MARKIWAM HPT HIGH POINT or 0/0 OUT TO OUT SLP SLOPE BO BLOWOFF ENCL ENCLOSURE HR HOUR OBS OBSERVATION SL SLEEVE X SECT CROSS SECTION BOC BACK OF CURB EDP EDGE OF PAVEMENT HSB / HIGH STRENGTH BOLT 0 C OPEN-CLOSE SOC SOCKET XFMR TRANSFORMER BOT BOTTOM EOL SP EQUALLY SPACED EQUIP EQUIPMENT HV HOSE VALVE OC ON CENTER SOLN SOLUTION BRC BEARING ESMT EASEMENT HVAC HEATING, VENTILATION, AIR CONDITIONING OCA OPEN-CLOSE-AUTO SP SOIL PIPE YO YARD DRAIN B5MT BASEMENT EW EACH WAY HWL HIGH WATER LINE OD OUTSIDE DIAMETER SPCL SPECIAL YH YARD HYDRANT BS TL BLACK STEEL EWH ELECTRICAL WATER HEATER HWY HIGHWAY ODOT OREGON DEPARTMENT OF TRANSPORTATION SPEC(S) SPECIFICATION BS BOTH SIDES EXC EXCAVATE HYD HYDRANT OF OVERFLOW, OUTSIDE FACE SPG SPACING BTF BOTTOM FACE EXH EXHAUST HPDR HYDRAULIC 00 ON-OFF SPL SPOOL BTU BRITISH THERMAL UNIT EXP EXPANSION ODA ON-OFF-AUTO SPRT SUPPORT BV BALL VALVE EXP BT EXPANSION BOLT 16 INLET BASIN OOR ON-OFF-REMOTE SO SQUARE BW BOTH WAYS EXP JT EXPANSION JOINT 10 INSIDE DIAMETER OPNG OPENING SO FT SQUARE FOOT EXISTEXISTING IE INVERT ELEVATION OPP OPPOSITE SO IN SQUARE INCH C CELSIUS DEGREES EXIST GR EXISTING GRADE IF INSIDE FACE ORIG ORIGINAL SO YD SQUARE YARD C TO C EXT EXTERIOR IMPVT IMPROVEMENT OSC OPEN-STOP-CLOSE SS SANITARY SEWER/START STOP or CIC CENTER TO CENTER F IN INCH OSHO OREGON STATE HIGHWAY DIVISION SSC SUPERVISORY SET POINT CONTROL w CAB CABINET FAHRENHEIT DEGREES INCC INCLUDE(D)(ING) OVHD OVERHEAD SST STAINLESS STEEL E CARV COMBINATION AIR RELEASE VALVE F TO F IND INDICATOR ST STREET a CB CATCH BASIN or F/F FACE TO FACE INSTL INSTALLATION/INSTALL PB PUSHBUTTON STA STATION o CCP CONCRETE CYLINDER PIPE FL FLOOR LINE INSTR INSTRUMENT PC PIECE STD STANDARD CCW COLWTER CLOCKWISE FAB FABRICATE INSUL INSULATION PCC POINT OF COMPOUND CURVE STL STEEL CFM CUBIC FEET PER MINUTE FB FLAT BAR INTER INTERCEPTOR PCVC POINT OF CURVATURE ON VERTICAL CURVE STN STRAINER CFS CUBIC FEET PER SECOND FCA FLANGED COUPLING ADAPTOR INTLK INTERLOCK PE PLAIN END STOR STORAGE CHAN CHANNEL FCO FLOOR CLEANOUT INTR INTERIOR PERF PERFORATED STP SEWAGE TREATMENT PLANT CHEM CHEMICAL FCP FILTER CONTROL PANEL oa INV INVERT PERP PERPENDICULAR STR STRAIGHT of CHFR CHAMFER FD FLOOR DRAIN IP IRON PIPE PG PRESSURE GAGE STRUCT STRUCTURE CHKV CHECK VALVE FON FOUNDATION /PT IRON PIPE THREAD PH PIPE HANGER SUEIMG SUBMERGED 1 CI CAST IRON FOR FEEDER IR IRON ROD PI POINT OF INTERSECTION SUCT SUCTION 1p CIMJ CAST IRON MECHANICAL JOINT FEXT FIRE EXTINGUISHER PIVC POINT OF INTERSECTION ON VERTICAL CURVE SV SOLENOID VALVE CIP CAST IRON PIPE FF FAR FACE Jr JOINT P& ID PROCESS& INSTRUMENTATION DIAGRAM SW SIDEWALK a CIPC CAST IN PLACE CONCRETE FGL FIBERGLASS PL PROPERTY LINE, PLATE SIND SIDEWATER DEPTH i CIR CIRCLULAR FH FIRE HYDRANT KPL KICK PLATE PLBG PLUMBING SWGR SWITCHGEAR N CISP CAST IRON SOIL PIPE FIN FL FINISH FLOOR KVA KILOVOLT AMPHERES PNL PANEL SYMM SYMMETRICAL CJ CONSTRUCTION JOINT FIN GR FINISH GRADE KW KILOWATT PNT PAINT SYS SYSTEM n CL or C CENTER LINE FLEX C FLEXIBLE COUPLING, FLEXIBLE CONNECTION KWY KEYWAY POC POINT ON CURVE a o CL2 CHLORINE FLG FLANGE POT POINT ON TANGENCY T TANGENT CLG CEILING e FLL FLOW LINE L LENCHT OF CURVE PP POWER POLE TAB TOP Qr BOTTOM a CLJ CONTROL JOINT FLR FLOOR LAB LABORATORY PRC POINT OF REVERSE CURVE TB THRUST BLOCK V) CLO CLOSET FM FORCE MAIN LAV LAVATORY PRCST PRECAST TBM TEMPORARY BENCH MARK � U 4 NOTICE MlH L� = -- SHEET EL ° -Murray Smith&Associates,lat 0� DEHCM �1DItOv , CITY OF TIOARD ABBREVIATIONS G 3 � IF THIS BAR DOES DRAWN �� M 011 Engineers/Planners Cff of t ►�o q o NOT MEASURE r JLH 4,a,„. 021IMM MENLOR RESERVOIR THEN CHECKED �!} `1t 121 S.W. Salmon,Suite 1020 Phone 509))225-9010 NOT TO SCALE 1. TTE Portland,Oregon 97204 fax 509)225-9022 3 OF 32 NO. DATE BY REVISION EXPIRES 6-30-97 PROJECT NO.: 96-0341.201 I SCALE: AS SHOWN I DATE: JUNE 1997 GENERAL NOTES: 1. THE CONTRACTOR SHALL POTHOLE AND VERIFY LOCATIONS, ELEVATIONS, TYPES AND SIZES OF ALL 17 ALL STRUCTURES, LOTS, CURBS, SIDEWALKS, FENCES, WALLS, PIPING AND UTILITIES DISTURBED 10. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION EXISTING UTILITIES PRIOR TO CONSTRUCTING NEW PIPING FAR ENOUGH IN ADVANCE TO ALLOW DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITION UNLESS OTHERWISE SPECIFIED. AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO NECESSARY ADJUSTMENTS IN GRADE AND SHALL NOTIFY ENGINEER OF NEED TO ADJUST PIPING ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. SEE INSTALLATION ACCORDINGLY. POTHOLING SHALL SUFFICIENTLY PRECEDE LAYING OF PIPE TO ALLOW SUPPLEMENTAL INFORMATION IN SPECIFICATIONS FOR GRAVEL CONSTRUCTION ENTRANCE. REQUIRED ELEVATION ADJUSTMENTS TO BE ACCOMPLISHED WITHOUT REWORK. ELEVATION ADJUSTMENTS 18. CONTRACTOR TO OBTAIN AND COMPLY WITH WASHINGTON COUNTY PERMITS AND SHALL BE EXPECTED AND ARE INCIDENTAL i0 THE WORK. DEFLECT PIPE AS REQUIRED AND WITHIN REQUIREMENTS FOR WORK IN, AND RESTORATION OF, COUNTY ROADWAYS. MANUFACTURER'S TOLERANCES TO AVOID EXISTING UTILITIES AND COMPLETE TIE-INS. ll. FILTER FABRIC INLET BARRIERS SHALL BE INSTALLED AT NEW AND EXISTING STORM INLETS TO PREVENT SEDIMENT AND SEDIMENT LADEN WATER FROM ENTERING THE STORM DRAINAGE SYSTEM. 19. ALL PIPING SHALL HAVE A MINIMUM OF 3 FEET OF COVER FROM TOP OF PIPE TO STREET GRADE OR 2. ALL PIPING TO BE RESTRAINED JOINT PIPING UNLESS OTHERWISE SPECIFICALLY IDENTIFIED AS:® OTHER FINISH GRADE, UNLESS OTHERWISE SHOWN OR APPROVED BY ENGINEER. FOR RESTRAINED JOINT PIPING; ® FOR STANDARD PUSH-ON JOINT PIPING. SEE SPECS FOR TYPES OF 12. CONTRACTOR SHALL PROVIDE DUST CONTROL AS REQUIRED, SEE SPECIFICATIONS. RESTRAINT. 20. OBTAIN AND COMPLY WITH ALL PROVISIONS DETAILED IN THE SPECIAL APPROVAL AND DEVELOPMENT REVIEW FOR A 3.5 MILLION GALLON WATER STORAGE RESERVOIR FROM WASHINGTON COUNTY DEPARTMENT 13. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. 3. BACKFILL AND SURFACING REQUIREMENTS ARE IDENTIFIED ON THE DRAWINGS AS FOLLOWS. ALL OF LAND USE AND TRANSPORTATION LAND DEVELOPEMENT SERVICES, AND THE EROSION CONTROL BEDDING AND PIPE ZONE BACKFILL TO BE GRANULAR. SEE SPECS AND DETAILS. REQUIREMENTS DEVELOPED BY THE UNIFIED SEWERAGE AGENCY. 14. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER I FOR EACH PHASE OF CONSTRUCTION. ® BACKFILL TO BE COMPACTED GRANULAR AS NOTED IN SPECS &ON PLANS. PLACE AC PAVEMENT 21. DO NOT REMOVE TREES (GREATER THAN 6" DIA) UNLESS THEY HAVE BEEN PREVIOUSLY IDENTIFIED IN AS SHOWN ON PLANS, RESTORE AC PAVEMENT 3-INCHES THICK OR TO EXISTING DEPTH, THE FIELD FOR REMOVAL PER ENGINEER. 15. IF THERE IS EXPOSED SOILS OR SOILS NOT FULLY STABILIZED FROM NOVEMBER I THROUGH APRIL WHICHEVER IS GREATER, PLACE CONCRETE TO MIN 4-INCHES THICK. REPLACE/CONSTRUCT 30, THE WET WEATHER EROSION CONTROL MEASURES WILL BE IN EFFECT ACCORDING TO THE TECHNICAL EXISTING CURBS AS REO'D. GUIDANCE HANDBOOK. 22. FINAL LOCATIONS OF ALL VALVE BOXES, AIR RELEASE VALVES AND BLOW OFFS, SHALL BE FIELD © BACKFILL TO BE COMPACTED GRANULAR AS NOTED IN SPECS k ON PLANS. SURFACE TO BE LOCATED PER ENGINEER. GRADED GRAVEL. 16. ESC MEASURES SHALL BE REMOVED BY THE CONTRACTOR WHEN VEGETATION IS FULLY ESTABLISHED. QBACKFILL TO BE COMPACTED NATIVE OR APPROVED IMPORTED MATERIAL. LANDSCAPING OF ALL 23. PROVIDE "AS CONSTRUCTED" DRAWINGS INDICATING ALL CHANGES IN GRADE, ALIGNMENT, FITTINGS AREAS DISTURBED DURING CONSTRUCTION SHALL CONSIST OF PLACING OF TOPSOIL AT A AND MATERIALS INSTALLED AND ANY OTHER UTILITIES OR OBSTACLES NOT SO INDICATED ON THESE 17. NOTIFY USA INSPECTION DEPARTMENT 24 HOURS PRIOR TO ANY WORK ON SITE. MINIMUM DEPTH OF SIX INCHES, FOLLOWED BY HYDROSEED I NG (BARK MUCH WHERE NOTED) PLANS. EXCEPT AS OTHERWISE REQUIRED BY PLANS. 24. ELEVATION DATUM REFLECTS BENCH MARK /124, ELEVATION 233.79. BENCH MARK IS BRASS DISK 4. BORE HOLES ARE REFERENCED IN GEOTECHNICAL INVESTIGATION REPORT OF DEC 1996 BY APPROXIMATELY 23' NORTH OF CENTERLINE OF SCHOLLS FERRY ROAD NEAR EAST ENTRANCE TO ROCK GEOTECHNICAL RESOURCES INC. (GRI). THIS REPORT IS INCLUDED AS SUPPLEMENTARY INFORMATION AND QUARRY. BASIS OF BEARING NOO'14'49" ALONG CENTERLINE OF SW 154TH AVENUE SHOWN ON WASHINGTON IS FOR CONTRACTOR REFERENCE ONLY AND IS NOT A PART OF THE CONTRACT DOCUMENTS, COUNTY PLAT BOOK 97 PAGE 23. 5. SEE SPECIAL PROVISIONS OF SPECIFICATIONS FOR SPECIAL CONSTRUCTION SCHEDULING. EROSION CONTROL NOTES: SMIAMvr FENCE NOTES 6. ALL CONCRETE SHALL BE A MINIMUM OF 3000 PSI STRENGTH. 1. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION CONTROL DURING 18. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE CONSTRUCTION (ANY TIME OF YEAR) PER THE "EROSION PREVENTION AND SEDIMENTATION CONTROL BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED 4 SEE DETAIL 4 FOR THRUST BLOCK DETAILS. PLANS AND TECHNICAL GUIDANCE HANDBOOK" DATED FEBRUARY 1994 AND UNIFIED SEWERAGE AGENCY'S TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY C-12 DESIGN AND CONSTRUCTION STANDARDS, R k 0 96-44, CHAPTER 8. FASTENED TO THE POST. 8. LOCATIONS OF EXISTING UTILITIES ARE BASED ON INFORMATION SUPPLIED BY THE UTILITIES AND CONSIDERED APPROXIMATE ONLY. AS REQUIRED BY STATE LAW, THE CONTRACTOR SHALL OBTAIN UTILITY 2. APPROVAL OF THIS EROSION SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN 19. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. THE LOCATES PRIOR TO COMMENCING CONSTRUCT ION,CONTACT UTILITIES PRIOR TO CONSTRUCTION AND APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G.: SIZE AND LOCATION OF ROADS, PIPES, FENCE POSTS SHALL BE SPACED A MAXIMUM OF 8 FEET APART AND DRIVEN SECURELY INTO THE GROUND COMPLY WITH PROVISIONS OF ORS 757.541 TO 757571. RESTRICTIONS. CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). A MINIMUM OF 24 INCHES. 9. RESTRAIN ALL VALVES, TEES, BENDS, AND FITTINGS UNLESS OTHERWISE NOTED. ALL FITTINGS TO BE 3. THE IMPLEMENTATION OF THESE EROSION/SEDIMENTATION CONTROL (ESC) PLANS AND THE 20. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE SUPPORT FENCE SHALL BE FASTENED MECHANICAL JOINT UNLESS OTHERWISE NOTED. CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST I INCH RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND LONG, TIE WIRE OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES VEGETA TION/LANDSCAPING IS ESTABLISHED. AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 10. ALL FLANGE CONNECTIONS TO BE PROVIDED WITH FUL-FACE GASKETS. 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THESE PLANS SHALL BE CLEARLY FLAGGED IN 21. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 12 11. PROVIDE POLYETHYLENE ENCASEMENT FOR ALL PIPING WITHIN TEN (10) FEET OF EXISTING GAS MAIN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE ACCORDING TO ANSI/A WWA C105/A21.5. FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO CONTRACTOR FOR THE DURATION OF CONSTRUCTION. EXISTING TREES. I2. HYDROSTATIC TEST PRESSURE SHALL BE 150 PSI AT THE POINT OF THE LOWEST ELEVATION OF THE PIPE BEING TESTED. 5. THE ESC FACILITIES SHOWN ON THESE PLANS MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL 22. WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED 13. UNLESS NOTED ON THE DRAWINGS OR SPECIFIED OTHERWISE, ALL WORK IS TO BE CONSTRUCTED IN SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF THE ABOVE STANDARD NOTE FOR STANDARD ACCORDANCE WITH THE MOST RECENT VERSION OF WASHINGTON COUNTY STANDARDS AND THE OREGON WATER STANDARDS. STRENGTH FILTER FABRIC APPLYING. W ADMINISTRATIVE RUES (OAR), CHAPTER 333. a 6. THE ESC FACILITIES SHOWN ON THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED 23. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT n 14. COMPLY WITH OAR CHAPTER 333 RUES FOR REQUIRED WATERLINE - SEWERLINE SEPARATION AND SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THE ESC FACILITIES SHALL BE UPGRADED AS BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. CROSSING REQUIREMENTS. NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO h NOT LEAVE THE SITE. N 24. SEDIMENT FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT 15. CONTRACTOR SHALL PROVIDE TEMPORARY TAPS AND BLOW OFFS AND THRUST BLOCKING AS REOUIR LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. ^ TO FACILITATE FLUSHING, TESTING, AND DISINFECTION OF WATERLINES. AT COMPLETION OF 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS " a DISINFECTION, REMOVE TEMPORARY TEST TAPS AND REPLACE WITH PERMANENT PLUGS. SEE DETAIL 1 NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. FOR TEMPORARY BLOWOFF. C-12 25. SEDIMENT FENCES SHALL BE INSTALLED AT THE TOE OF FILL SLOPES AND OTHER AREAS IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. 8. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE 16. CONNECTIONS TO EXISTING WATERLINES MAY REQUIRE TEMPORARY SHUTDOWNS OF EXISTING A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. a FACILITIES THE CONTRACTOR SHALL COORDINATE THIS WORK WITH THE CITY AND PROVIDE A MINIMUM c OF 72 HOURS ADVANCE NOTICE PRIOR TO PERFORMING WATERLINE TIE-IN WORK. CONTRACTOR TO o VERIFY Wg, AT NO TIME SHALL MORE THAT ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A ITH CITY IF EXISTING LINES ARE TO BE DEPRESSURIZED PRIOR 70 PERFORMING THIS WORK. g N SEE SPECIFICATIONS FOR SEQUENCE OF CONSTRUCTION REQUIREMENTS. OPERATION OF VALVES SHALL BE TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO A BY CITY OF TIGARD ONLY. PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM o SYSTEM. obi i a. H L)1 NOTICE MLH = _ SHEET 0 DESIGNED as�i = _ _ _momylSmithfissocistes,IIlc. ` HCM L - - EIl$iIlCCIS�P1iIlIlCIS CITY OF TWAW CITY OF TIGARD GENERAL NOTES /� A 4 N � ff THIS RAR GOES DRAWN - - _ V ti NOT MEASURE t' JLH „ ,x,30OI ON MENLOR RESERVOIR THEN DRAWING IS CHECKED `. 121 S.N.Salmon,Suite 1020 Phone RM 225-9010 NOT TO SCALE L• Portland,Oregon 9720{ Pax (503)225-9022 4 OF 32 NO. DATE BY REVISION EXPRES 6-30-97 PROJECT NO.: 96-0341.201 I SCALE: AS SHOWN I DATE: JUNE 1997 rt ` ' 1 37790 SO'14'49"W 6/5.64- - I / - - — CURVE I RAD I USI LENGTH ITANGEN URI CHORD IA BEARING I DELTA 1 CITY I CARD TAX LOT 400 - - _ - - I Q 50' 78.83 50.30 70.92 S45°24'56"W 90'20'14" QZ 50' 10.71 5.37 10.69 S05'53'14"E 12°16'05" 79.5' 357.96 98.21 123.58 N38°59'22"E 257°58'44" MORNINGSIDE 1 'r1 - - - / - - � DEVELOPMENT i - - - - N s --- EXISTING PRV 1 22 00' NEW 3.5 MG - - —i — - - - - - - - -� �i RESERVOIR / 1 OVERFLOW EL=410' 00 / W C Y OF T I GAR w 1 \ $ _ x - N X LOT 600 CENTER OF TANK 1 �°I /� N4479.73 I 1 [( p ROU ED N \ J9 E5220.14 N ■ - - - - - - --- - ;;-.--ACCESS- 1 ! W I ESTATES c W Z ? 31 •Teo PAVED 1 p o S00°33'11"E _ _ 33 16' TYPROAD �-I POT=� AROUND TANK 1 FUTURE PLh1/P �j5 I I I I 3 a o0 4 20.14\ OU �_- - - J .r N STATION PIPING - W�W 2 N EMP ARY 12+00 VAULT I °�°_ ACI CARE OPERATIONS - _— 3 PAYL/MIT FOR Q,6 Ln S E NO* Z BUILDING \ o I --� 9'A00 3 ON-SITE WORK. o+8 EXIST I \ ] o. 1 SEE SPECS o 000 OUSE o / N \ q o + _ _ eo +q \ 12" WIDE PAVED S. W._1 5 4 T H A V E. -L - — —00 W I u CESS ROAD $ `� SOO'14'49"W TO SCHOLLS FERRY RD EX/ 0 1~ `D � `INLET PIPING I f II 1 ST CVC O a a $ ,��- —--- --JlAL1L a POC=0+35.7p I f .p1'16"E ^_ -1 12+71.19 A L--i- �- NT6206.87, E 79.30 ILZ IIS° 7 REMOVE 20 < N4559.23 �+ I I I I 1 I o $ EXIST I E5121.93 I I I I i Sp0°14'49" + GARAGE I - EOp -------- / N — --�---- ' I I _ 2 \ Sd 14'49"W 965.64' - E ( \ p I 1 520'7 1 1 1 1 11 I I I /- � I BULL MTN. MEADOWS I n Oav i - - f a.Z- l0 1 _- —. ` 25' UTILITY I I BILL MTIN. I I I I i ROW MEADON(S l C NOTES; ir) SITE PLAN I. SEE SHT C-2 FOR ACCESS ROAD GRADING AND SHT C-3 FOR ACCESS ROAD PROFILE. .� 2. A PORTION OF TAX LOT 600, AS SHOWN, IS AVAILABLE FOR CONTRACTOR TEMPORARY o SCALE. I" = 50' STAGING AREA FROM ,NLY 1, 1997 TO SEPTEMBER 30, 1997. MAINTAIN ACCESS TO % RESIDENCE AND PROTECT EXISTING TREES BY INSTALLING PROTECTIVE FENCING AT rn DRIP LINES OF TREES. n- Vf �I NOTICE NLHa -_ -_-= SHEET _ a D ,� 1 DESIGNED Mnrray'smithlAssociatesInc.H� -- _ =Engineers/Planners qryOF� p C17Y of nowR� sITE PLANc_ i NOT IAFAS� I- &Hli R9s 6YIN ODESDRAwNTHENNOT OOi sNG IS CHECKED 121 S.W. salmon.suite 1020 Phone 509 225-9010 O�IAON MENLOR RESERVOIR NO. DATE BY REVISION Portland,Oregon 97204 Pa: 509)225-9022 S OF 32 EXPIRES 6-30-97 PROJECT NO.: 96-0341.201 ISCALE: I' . 50'1 DATE: JUNE 1997 7 i --- I. MATCH D ITCH I E W/D I TCH I NLET OPEN ING, TYP. MORNINGSIDE I 2. INSTALL 4OLF OF 12" CL .7 CONIC CULVERT PIPE. MATCH CIX VERT IE 1 TO EXIST D I TCH IE. PROVIDE AT EACH ENO OF CULVERT CL 50 R I PRAP, DEVELOPMENT 3' x 3, O MIN 12" DEPTH. APPROX IE IN = 297.33 APPROX IE OUT = 294.83 t I APPROX SLOPE = 0.0694 FT/FT \`\\ �\\\\ \\\ — - - - - - - -T— - - - - - - - - \ \ , \ \ \\ \ \\ \ \ \\\ 440 J. CONNECT 10" PVC TO EXIST STORM, EXTEND 20', SLOPE TO MATCH EXISTING DRAINAGE DITCH SLOPE k BACKFILL TO GRADE. INSTALL 3' x 5' x 12" DEEP MIN ENTRANCE PAD OF CLASS 50 RIP-RAP. I 4. INSTALL 10' W 1 DE DOUBLE LEAF, HEAVY DUTY STL GATE PER OREGON 1 DEPARTMENT OF TRANSPORTATION STANDARD DWG NUMBER 2117 TYPE CL-6R WITH TUBULAR SECTIONS. LOCATE GATE PER ENGINEER. \\ \ ` \\` \ \ \\ \ \V \ 5. DITCH INLETS. AREA ORA 1 NS, CURB INLETS, AND MANHOLES SHALL B — � CONSTRUCTED IN ACCORDANCE WITH UNIFIED SEWERAGE AGENCY STAN� 'Ell l \\\\ \ \\ 1 a \ \ \ ` \ \PLANS AND SPECIFICATIONS. � �_ \ � \ \ \ � � \ \ � � En DITCH INLETS - DWC NO 250-ST, 260-ST �` TOF-OF-ROC* AREA DRAINS - DWC NO 220-ST, 230-ST \ \ \ �T \` �_ ` CUT SLOPE - \\ \ \\ \ 1 CURB INLETS - DWC NO 140A-ST, 1408-ST, 150-S1 \ \ \\ \\ \ \ \ \ \ 1 \ MANHOLES - DWG N 010-ST, 020-ST, 110-ST, 120-ST — \ `� WATER QUALITY TY MANHOLE - DWG NO 100-ST - \ 6. STORM WATER QUALITY FACILITY DETAIL, SEE �` \ SOS' 7. ACCESS ROAD SECTION, SEE I dr 2 \ -_ \ IS ROUND I \ \ `J \ \ \\ \� \ \\ \\ \\\\\\\\\�\\\\\\\ FDR YAR G \ ` \\ \\\ � � \S\\ \ \\\\\\\\\\\ \\,\\ \ �� h GRADIN ` \ �\' —♦ �� -- —��_ ESTATES TREE I \\ \ \ \ �\ \�� \\\\ \\ �\\\\\\�\\ \\\ 05 1 lU +1j= 5 N CFSS1 RD �\ \ \\ 91 ' 1 p�lT= .h211I I� X� / \ DERDRA-1 N \ r --fats \\\ \\\ \\ fN w7- = i TA IN HOUSE 0 i�f\ \ \\\\\\ \ \\ -.oma 11 \\" \ \O \ �- vf� '-- �olI��IpI��Gttt''' fJL7F TE eE� \E \ \` \\\s \\\S\\\\ \ _ - �u \` \ \ \ sXFMO 40"Ea. \ \\ \ __ BLDG T\�\\\O \ \ \ \` \\� \\\\ �� S\�_-_ �� _ \yP -7- 11 M W Y SEE�Hi -2 NOTE ._S'rALA[WA�(Er1L17� � — ---- N55. \ _ N 55.11 111��4 , \ ' � \ ,I '\ � \ � � - " K _ r �� x � �S2 MH-f3�-_ \ E5 63.6Q TCH 111 LET _ SO STA-13+-575!t ST.S \ +- 1 _ 73' \ ! \� 1 'I - \ \ \\� A`12+93=ACCESS A 0 STA 686 - -- --��------- �R�ST +?! _ I 0'L T -`R + 3D o _ \ \\ -7±RT-- -~0�N1 \ Rif(X65. 1 -SQ, HOPE -AREA DRA4k ---- - n I F Ot/1= •� SD 3fA Ll+09=-- -IT: -- 'If 11UT=3�5 09 58 +POPE-' \\\ Z Hyl �ENCE. ACCESS RD STA-71163 12 T -_ vsw - - - -- -----_� tint"-V--sBE SPE . \ 164I1L SD.HDREoqi<-- -450-D7-BEN MJ, ROLLED DEMOL 1 SH AND 4 - - n e„7 Q REMOVE E IST \ \ \`.eSD STM\�`I-� � - I _ _ --- ACCESS RD ST 7+36.5 rj p �A �, GARAGE i`\,I\ S-RD-STA 3+32, 10' RT - _ _\-- IE=373.0 a p x6 CURB 1 LET ��i 322.92, l0" SO, HDPE I - I x�� SU STA 16+U3.5=ACCLSS KD I ti IE OUT=319.09 'v \ 0 I I N ,o �P r\��y I STA 1+(3. 8 LT 1 RIM=294.88, 10" SD, HDPE I N x �'� x IE OUT 292.05Ic 0��0� -EXIST �i BULL MTN. I �oi�bI I N �60\J� ry *�I D�TCHA 1 MEADOWS I R. T_ SITE PLAN I I I I I I I I SCALE: 1' = 30' cc A. NOTICEMLH i 0 1 DESIGNED Q°ado = - �Il>r� Smit��AssOCiIltes IIC. SHEET HC"' ACCESS ROA L _ �' '� ® CITY OF TIGARD D, GRADING AND C4 If THIS W DOES DRAWN w — =EIlSiIleetS/PIaIlIleIS MY of IrSA a NOT JLH 01109M MENLOR RESERVOIR STORM DRAINAGE PLAN C-2 � - __ — ►�EAwaE "►n„� U I ENTOORMO Is CHECKED SCALEL � 121 S.W. Salmon,Suite 1020 Phone 503))225-9010 NOT' NO. DATE I BY I REVISION Portland,Oregon I TL04 Fax 509)225-9022 EXPIRES 6-30-97 - PROJECT NO.: 96-0341.201 1 SCALE: i” . 30-1 DATE: DONE 1997 6 OF 32 150' VC 1,PTVC STA 8+05 PIVC STA - 7+30 EL = 3BZ44 .--P+VC ELE'i-_-385.25 - 390 + A.D. _ -13.68 ¢ K = 10.96 ^ - -- - 0 / - - -- --r - - - 380 a 4 - _ N .11�ht � / 18" 370 �2 FTAT- - 370 V)�Z� �Sp / 139 FT�T 104 1.0 N ao 360 NCO c �� T z K a 1r - -- - - -- 360 EXIST I ROUND 03 + In aQM 0tp <ya rya rAT CROAD x^>o p�6 W 0 350 f o, ` I <N it u.��v� nom- no 350 g+Y _ +oag� o % +`_' N n W W_ W 150' VC a co 8T + u v u°ad /�• c�„ o_ W 340 0.'F'1 � ' �_--- - o \ use- - PfVC STA' I+82.83 X20 •� cirno 0 -17 -- - o�-na I_i "meN_..� ^-o--- 340 �Q °N° PI ADSL 1028.96 - o o� + NM c+vo ? rn W ^p K = 14.61 o .u u n+ 00 // t " cvo Nt^n etn� n'� 0 3nnplpp 330 N F T - - --- II A .- - - --_ I-ln= ~ U1 W,? -p II II + II N II h �_ O �� N' 22~ / g pUU�OW4 NQQU W V>f._. .� I� N 330 ~ HN QtJ U V1Q In-- U1W�??O �_�'�- p p : 222 aD" , WWWW _ 320 -�-� aL, sou -.' - .v�--- w - --- - +- � - - - - - ----- �- -- --- - -- C f 1 < ( 320 0- CLASS "D" BACCFILL, TYP -- ---- 310 N ahDN ^ .II N� d -_ -_ - __ __ -__ -- - __ ___ --�I-- -__.._- - - ! _._ _-__ - - _- _-_..___ 310 cr N 1 to^. SL=.061 1 FT/FT i - --- 1 300 NW W - - + u - NOTE• 300 W - ' ~' 0 FT�F" - - - 1. SEE SH�ETS C-1 AND C-2 116 ROAD PLANS AND p92 Z HOR I Z CURVE INFORMATION. 290 " ~ - 2. ALL STORM DRAIMAGE PIPING 10" ANL LARGER - SL--4.1 T T -ORWSE 18" S< SL=. 375 FT/F7 - - 290 � NOTED, AND PVC OR SMALLER PIPING, SEE =.0 39 FT/FTSL 91,73 FT � SPECS. 280 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+170 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+ - 10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 PI VC STA = 8+44.78 430,, PIVC!STA = B+ 8 --- T -- --- - -- - -- ---- 430 P I VC EL = 290.56 ACCESS ROAD PROFILEP I VC FLEV = 38 .48 - �- - 70' VC ^ SCALE: 1" = 30' HOR 1 Z, I"=10' VERT A = ® 50' VC K = 22.52 O - K 14.6 °p 5.22 Q 310 0< I + 310 420--- -a rn 10 -------- - I VC STA = 12+01.6 ® p �� o � °p� °f� P hVC EL = 393. 8 - -� b -- -- 420 v EXIST vi � o / A. -8.66 \ P I VC EL - 385.40 a U) q ~ -` r f_ 410 +___ + -- K = 17C14 .32 A.D_= 0.68 53 N ~ 300 2; HbS APRON ? j GRADE/ 300 N Q + a Q u / 1,50' VC K 73 53 y 11 STALL 5' U N ao ao co x 6. W UW N \ a W/ i -- ---y -11th '�~ w ? aw _. - ____.- - - u f - __ .__ _-_ 56 VC _' 4/0 r _-p �- --- A 1st----- n (LZ $0'��FUTU4E wo No + 3 0 o a W w GRADE 400 w h o m i o'0 e - o'� \ n o v a <Vi�eH*7 r -4 \ * N N 290 290 _ N ^-... �Z.v - - 4 -- 400 Z �o -moo REMOVE 6+3. 78 END v tow n tow n / x ¢Ln in �' ^ < EJfIST OWY `1�4TI AVE EXTI NSION V x c� N U N c" - Q W p U W iu /� /1 1Q ` N APRON EL=? 0.65 e- to Q- / - -- -- a > 11 \ to Y oc 28C' 7+80 8+10 8+40 8+70 9+00 9+30 280 390-11,1e =f 4.±1 R co 154TH EXTENDED STA 8+25.78 / > ' STA 15+;'7= � a ^\\a a W --- 390 = 0+00 ACCESS ROAD . TAPE DR EXIST I ST GRAVEL R I VEWAY TO MATCH 380-,--- f if OUT(E)=131 W. 8 - 1 - T - 3X ACCESS(ROA RSCA-838 .97 24.$' RII NEW 3 o EL-289.90 4 -- 1 - -- ---- �-- t- - 1 --- -� \ -�- 380 / _ a N 2. 154th AVE EXTENDED ROAD SECTION SEE - 18' Sp IE STUB (5)1=374.0 (PLUGGED) _ C 6 - 0FTIFTI I - S W. 154TH AVE EXTENSION! PROFILE 3 8, IO 8+4p 8+70 9+00 9+30 9+60 9+90 10+20 10+50 I0+80 I1+10 11+40 II+70 12+00 12+30 12+60 12+900 vi SCALE: 1" = 30HORIZ, 1"=10' VERT ILL '� ACCESS ROAD C PROFILE SCALE: 1" = 30' HOR I Z, I"=10' VERT J O NOTICE MLH - = SHEET y 0� DEHCM o°a;Rv MR CITY® CITY OF TIGARD ACCESS ROAD AND W Engineers/Planners cmroFnw►rtv STORM DRAINAGE PROFILE C-3 N g INOT��" DRAWN a„.,.� � MENLOR RESERVOIR THENNOT MEASURE 1' JLH ", NOT TO SCALE CHECKED L `l 121 S.T. Salmon, Suite 1020 Phone (503 225-9010 i Portland,Oregon 97204 fax (503;225-9022 PROJECT NO.: 96-0341.201 I SCALE: AS SHOWN I DATE: JUNE 1997 OF 32 NO. DATE BY REVISION E<vINEs a-w-a� • ' y 1 �I I� I 1 � yl 1 I I � I I I z nOWQQO o;� I Z 11 1^h I w I I ry 1 Q Ico 1 +� 1 1 0+� b 1 1� I N� i 3 I IST 10' +� I I I- 8 154TH STA 8+09.78, I at Q Z = I �1 3 1 I Q y I I 3 I I I ] `r'- II I ; REMOVE EXIST DWY +� -1 1 tn� ai I I I v1 I p APPROACH &EXTEND ut- I o u1 I v1 I 5'y I AC PAVING, CURB Q= I N I I I i - - - - I - vt I a vi i I MATCH NEW W/EXIST, I I �^'-r =^a p QK - - I I I mil -5 / I I 1 chi - i I �I i TYP I tr=y o INT o - ;� � 1 � �wwlno I a aw 4 _- 8 I1 0 00 ow 1-------e'w--------- -- I IL f --------- --8"w---------- --I ------ I L_ 9 - - 6 Y I— 1 ---1850 — 9 I -1 10 _ 3 b `9 IT �r1 i ---- - 6— +Oo- ---� - ---� 5'�_�I---iZ"w ' 1 II IQ----- 9•ss --------- - ---------------- ----- - 8"Ss --------------------------- -t-----t- ---------.--- �- ------- �_- -- s•ss -- - I+I50 1 CL ' I 1ri'>b 3+ice I i �i CI a+.5r1 I I r+rM I 1� i + EXIST ROAD Q -- --I'"Ct- - - - - 5, _ _9 2' 3 ��— S.W. 154 TH AVENUE 7 S4 TH AVENUE I I I I I i I I AEEE TROAD,FOR I ' I I I of I I I I I - I I I I STORpI DRAIN PLAN I 10' rd' a o4 I I d ! l a I I I I I 11 f I I I ROUND I T R E E JE S TA TE SI -- I f NOTES — 1[ 1. SEE SHT C-2 FOR ACCESS ROAD STORM DRAIN PLAN dt SHT C-3 FOR ACCESS ROAD STORM DRAIN PROFILE dt 154TH AVE EXTENDED PROFILE. 2. MAINTAIN 6" MIN CLEARANCE BETWEEN PIPES UNLESS OTHERWISE NOTED. STORM SEWER PIPING PLAN 3. SET MANHOLE RIMS TO MATCH EXISTING GRADE. SCALE. I"=30' tnn _- _-- - --- -- EXIST 100' VC ZZ o EXIST v aooaoo z a 50' VC ^ 11 (L m n o-04 f (h v:cc 300 EL EXIST 1150' VC a a 1 -- -- -- o- - Q -b z- 300 f �x Ol O h O -.�290 /WW -.- W " -_--_-- --__ ___ •O Y + +y0. - -O- 1 h,U u1 / _ -- NI- 290 EXI_T rJ� I� yy I�n� b I^ a a + ^oib I I�Q _I +nb b N Q W IQ-n + Nb N In f) 30' /C 2 Q� _' Oinf V1ND K IIN 11 __---- 2EY Q�Oi vD O \fib '^ _--_ —_ �� ___v7 m �N Q �11� _--_ ----- O N� h f� Nq N +"K IN .\W) ",) * IN a 280 K * _v+�; _r n 0 0 --- -`w N - --- - - -- -- - _ '- i i� �j v�r1 �� - f20X_ - 280 > O O M N o o"1 v b In'- _ +3 1 S -1 0 _ t�i1 __- _ 18„ SO O+� N3y2 O'Q NhN 'N S.W 154TH EXIST v�1-WLu HDPE w In H qN 11 -GRADE O TC----__�' 1'_Y -- + .ASK___ IJ/3 -?./3X� _pp543 T/FT i a -- (n ��.�.� Q II '- - __---- LLL -`- — - --- -- --- - -- -------- --- ---- N + '�� W=? W2� O SL bW Z —a p 270 270 � T o `�w 2 vt'' I8" HDPE SD I - i-"-- o �W W W �� -- Q n __ D SL=0.0198 FT,/FT W N y N +6 4. 18" HDPE S o c Q w co o fE 260 0 v- -v�d �- - -- SL�0.05�� ---- - - - - - -- - -- -„- TYP - - - �Lx+ - _,n - !! --- FT/, -- - ^ Ix N + a ^Z CLASS D' BACKFILL, 4 W o 260 _ 3 QK Wo _ /-W^ Q -� `-_ .. 10X N2N oc --_- --- ----1- - -- 250 _ la" so - ;�- - 1-- - -- - -- _ N�oi zW I 1 SL=0.0635 F T -- -- --- � - 250 i Ol -_-bFY i t O N ~U� I Y o 240 - a --- - - -- - --- -- fi - ov - - --- --- --- - - -- -- - , -- - -- { -- - 240 �oAm 'o —_ ---1--------- - ----- - - �- -- -- -1-- - --- 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 STORM SEWER PIPING PROFILE SCALE. I- = 30' HORI Z, 1'=10' VERT NOTICE MLH SHEET F D DESIGNED Cm ask, MR Murray,SmithlAssoclatesJot CITY OF TIGARD S.W. 154TH AVE. STORM DRAINAGE DRAWNnneersannersC"oP TKAM C-4 w THIS BAR DOES S PLAN AND PROFILE NOT MEASURE Y ,LH p�ppN MENLOR RESERVOIR THENU NOT TO Sw'cKEs CHECKED 121 S.W.Salmon,Suite 1020 Phone S509)225-9010 NO. GATE BY REVISION Portland,Orcpn FM Fax 1503)225-0022 8 OF 32 EXPIRES a-30-97 PROJECT NO.: 96-0341.201 1SCALE: AS SHOWN DATE: JUNE 1997 F MOW/rpR/NG MN 8'-9" f °_ EL-385.6% I AAV r R ADCSTARING A &FON D ` i� PERF ROUNOWpLL DRAIN {y/ TANK�O MQ VlTpgrCiN A �AT ROQAFBS'� o �.c RAIN NC r "•'J�+" "� d X38/.5% AD✓ACEN�K ?•RROV/D£ SOr lO PIPINGMH Sff / DRAIN ONlTOR/NG T TO NG DRAINS FROM ° MH W +� .•: FON ORA INS ' ACC DRAINS MGWC ;�h•; %.';F:A.;E•:i:R;;C;D�RQl�A..r�t+'> ',A�P•a; I�tE'XOCLAYER MANHLE -0" o lTORHyIB V-0. DRAIN CRUSHED R!NG ROCK FOR no 1E.378_3DRA I{C�•. ' gogo F 30 141L PV C O 7 f $$ �_ a?X. i' IAVOER MBRAN£ 4'- 6"LA ° T� 0" Y£R 3� C OF R O USH £D OR 1 o A 1 N F PERF�:. R OR OCK f 0 R r 384 �8 p M fL G DRA O :•C1 3'" P ' r . - V N 0" C• I O C A E �-, L R 3 7 D C U ti •lI S!-/ 5. Sr £ M D 3 A � 8 - .b 1 _ ORA Ot A RAN fiAf r E 0 £iI' 0 N R - OCK - 6 C P '•RAC '��,�:•� CL YET K•G`U,�T:':.' � HYCf N f E =SC I INCr N • .rc••• D`CRUSH• G UNDER .►lE$373 r•ORAlN f0 ENT! 3 ROCK•• i RE FL 6"HOP f P l-: ERF R - N G O•. R• A• /• s E= F 3 D 7 N' , k / A 1• .a. A R�'• ° A F C .PIP/NGV �ITC£f;•'.'�.•�.':'••:':.'•:•:'::':':::.�•:•'.'::•:.�•; •':.::�•.:... r.;'.,, <. '•kAC AIET W Y� IE'" 7 i 4 3 ! 1% 1 •i, 5 . 0 s" P _ ER F U D R ODA RA S / T N FR ALLfO RADIALLY �8_ ICK �F 6"PERF ' _ •,SLAC£.• �"=1'_p•;•:;.::;.;.,, OM CENTER . 0., A YFR OF : HOPE ! Sf£ SH T C_IB� TANK DRAIN ROCKCRUHED ` i IE O ROAD RING DRA IN SrA 00. PERF HOPE - - - 440 `, _ C-l d - SCALE.- _ �a376 S O ROADN DRAIN t -. " T _ D STA p" 0+00' 430 I -- -� -- ? ----------,I T _ 420 -- --- T_- - --- --' - 0 4! �-_.-� f _ I � APP 0 , 1 I 14 R0X EXIST RADE --------------- ----- ------------- ----------- --'440 ----- ---------- '---_" - --- T LAYS - 4 0 FE TNK t _--� --- - I ' `-�_.__ A ?ROX SIL R! �� 4 400 I I --- -- - - -- - - _ 35 MG RgSfRVO/R _ S - - I---- - -- --- ----- SELECT I ,_ r / t7, Lz�s --- -- 'F£NHA/N INK ------ CR IMP TEDD Y COCUMW TYP `-J�- ``. -_ -_ - --- "` --- _ C£ _ - FILL. SE -�' - -- - i -� — pECOMP05'ED BASALT LAYER €SPL _ -- - I - - - - i 430 390 15'( Yo) -� i-'� - _ aP h AROCNV TANK A�D F SLAB `--- --•---- _ _ - T _ - w OF TANK : -- - IrI =APPROX fC 380.0 �` -- - `--------- Of,OF SLAB _ - - — - --- -- — PR CE50CK SU4F.ICc' -- 420 380 1 r t..•; -' _Ar.CcNr - r R£P! E �OrfC; I s. R_ TI ART 'IN LAYER DG--- - EL 3815 r �uPROX FINALI ROCK- - ---_ - - 'CCE SAP �O - ;.;: 4. - __ - DRpCK E - = �-� DAD 5 P 410 SS I t r !N C R ! rY n - 1,.STRIPA ,.�•: iS� I - - -- --� _ S�m�X 2 -- o L INC SHO OCR /N - - <.' CUT A RCA W -- - ~•. 1: La 2Xf ;': ;•.;. HALT /3" --- 400 360 / ,' - - o�C CISN O DR a--a. _ - l . �; CONSTRCCTMPORAR - -- -- 1 - --_ EP--, E IN ROCK _- !ON CUT SLOPE — I ROCK1 --- END 6" •PIPING /M VERTICAL YNCREMEN --_-__tVDfRDiA/yF TYP I'-6 - -- o� H r0 DE — - �*"-0" SHED \\l.\ \1! ' 0"CRUSE/f0 N'— - �__ 3 '_ - 390 ORAr ROCK d .- - I -- .380 SEL DfT Z 370 Np11� � SCAL£.• I"_ — -- _-- —_ - _- I 4 M VERT A - O. DATE y 1 ,� HCM falls = --' - 360 I BY r a w�oEs pR - _ — - REVIS70N THEN URE TOIS H `- " N07 70 SCALE CNEcX 6 " ',►+t.nM V - _ ssOCii�es,�pG -- -- ----- - ----- Engineers/Plsgners 1. �� — - I21 S.N. Suib ! fte 97 }�� / FXrxofg a-]p_97 Portland. o97W4p h�•'�raR7 C-' • OF n Per �° u '��-°poo�rr'° °ft°" MEMLOR R aRD RESER'VOl ESEnVO� R 'Ma'"YO AND SHEET R Pte, OPWIVAGE SES NS ECi NO.: 96-0341.201 ISC4V. AS sNOWN 1 arE: ,f "4-r 1... 9 OF 32 I APPROX EXIST GROUND ^o'-o" TYr S71rT AT STA 4+50 WASHINGTON COUNTY STD I iX/S'/ 7gT8787 CURB dr GUTTER, SEE SHT C-2 CHAINLINK ;, 30'-0" DRAINAGE " FOR CURB PLAN I, FENCE TYP CURE APPROX FILL AREA ROAD SHOULDER 2:1 MAX , " '12'-0" 2' -- 2-1 MAX :2'-0" 2' 5' TYP 4-6 MIRAFI 12" TYP 600X SELECT NATIVE CIROAD 60OTEXTILE APPROX EXIST GROUND SL=2X / OR IMPORTED FILL, + h° TYP 12" TYP 2' - _ AT STA 2+50 .1-SEE SPECS SL-2% I FABRIC ,� MIRAFI 60OX 36 TYP VARIES �= 2:1 TYP MIRAFI 140N GEOTEXTILE 1 - - 12 1' 2:1 MAX, TYP < CL 100 R 1 PRAP FABR I C, OREQUAL BOTF)_510 �_ 12" THICK, TYP ORA 1 NAGE D 1 TCH, /Y<<v TYP, SEE DET 3 //f 16" W \ / /�/ } NOTE: MIN SLOPE OF ORA I NAGE D 1 TCH TO BE 2X _ POWER STD USA CONC FIELD 18" SO 12" W TEL I' TYP RIPRAP DITCH WHERE INLET 3' x 3'SO, TYP ELECT/L I CHT CONDU I T SHOWN 1 N PLAN HE TYP I CAAL DRA/NAGE D I TCH SECTION ALL INLETS STD PLAN 2 POWER & TEL NOTES: NOTE 2, TYP SE 3 NTS 18" SD CONDUITS 1. ROAD SECTION, PIPE LOC, MHS k INLETS WHERE REO'D, SIM TO J"AC CL "B" OVER 0- 8* OF 2. FOR D 1 TCH SLOPES LESS THAN 5X, D I TCHES MAY BE VEGETAT ION - - -%"-0" CR BASE COARSE LINED. SURFACE TREATED W/MC- -16" W ACCESS ROAD AND UT I L I TY 30 PRIME COAT TYPICAL FILL 2 —8"PVC SD SLP?X MIN OFF ROADWAY I IN ROADWAY, SIDEWALKS OR NOTE: SCALE. 1'-5' SEE PLAN AS OTHERWISE SHOWN ON PLANS 1. SEE DETAILS ON SHT C-6 FOR TYP TRENCH SECTIONS. { DETECTABLE TRACER TAPE 2. TYPICAL ROAD SECTIONS VIEWED IN THE DIRECTION I SIM ALL NON METAL PIPE OF INCREASING STATIONS ll'-0" RESTORE GROUND SURFACE REPLACE EXIST TRENCH BACKFILL- 8"0 PVC B I SURFACINGCR ACCESS ROAD SECTION UT 1 L I TY 7" SAL SEE 6" MIN N NAT 1 L COMPACTED �"-0" IN TYP I CAL CUT SECTION �" TOPSOIL MAIL CLASS V. FOR PAVING SCALE: /"=5' 0 SEAL INSIDE & OUTSIDE 6" CONC. TYP SECT SEE - 2 � I 36` MIN I'-10" 71'-9" 11 1'-9" 12"0 HDPE TYP 6^ � + c W) NATIVE TRENCH c < 12" t eo B BACKFILL, CLASS B 6" 1{ PIPE ZONE-)4"-0" 6" PVC CONDUIT FOR TEL AS REO'D SEAL SEE 30 4" VORTECHN/CS STORM WATER COMPACTED CR-0 I r T C TREATMENT SYSTEM, SEE SPECS BACKFILL r I PVC CONDUIT FOR POWER AS REQ'O STORM WATER QUAL I TY FAC I L I TY PLA 5 2,-D" CONDUIT ZONE BACKFILL, COMPACTED SAND SCALE. 6" MIN �a"=1'-0" C-6 TYP NOTE: 8" CONC RE I NF MANHOLE FRAMES AND PERFORATED 1 WIRES ES OU ITS TO BE INSTALLED WPHONE COVERS, BY VORTECHNICS (TYP OF 3) FOR H-20 LOADING - TRENCH, 1'-0" OC. ONE RIM ELEV=%29J.0 Ig'-O" I 19-0" SEAL TOP I' TOPSOIL 2. INSTALL DETECTABLE TRACER TAPE III 6" �I S W 3 I k SIDES TYP OVER ALL NON-METALIC PIPING H �T-0" /?'-0" 12'-0" r r r r r r T_, ,L.. 1�. r� rc arc c 6 / \ W r 5'-0" ro arc'i rc' T r i �rc'�rc i ri'ELEV1Y 1%c'Jr C E I 4.17X 4.17X I 2X I FT 6 ,/ / / / / NTS J TOPSOIL T `� \ s ° ��\��\�\ \ ■ AA. "\", „,¢fes' \ WEIR `WASHINGTON COUNTY SEAL W STRIP° PLATE O�� STD SW, TYP WISTRIP, 17"xl9' o 3" CLASS "C" ASPHALTIC CONC OF BUTYL PVC HYDRO-- R o' i n 8" 1�"-0"BASE ROCK WASHINGTON COUNTY RUBBEL J:g AKE ° a STD CURB dr GUTTER, COMPOUND \ I 2" ��"-0" LEVEL ING ROCK TYP 12"- I " - I E=?86.25° �� IQ u NOTE. C 7: o10 SW 154TH AVENUE EXTENDED ACBEACEDto IN FTSo i e o TYP I CAL STREET SECTION 4 i ! - \EL 283.25 o i SCALE 1"-5'-0" - - ° CAULK SEE ° - 4"-0" CR Oj b O t0 N SECTION A Oi SCALE: t"=1'-0" a _ yI NOTICE YLHa __MR _ ___ _ SHEET 0 1 °EH'c�NE° mgmylsmithfissociAte5jac CI Y OF TIGAARD ROAD AND PIPE SECTIONS AND _6•THIS I AR DOES DRAWNEn sneers/Pl`nners MiY OF 11Q,AIr� C 6 � STORM DRAIN DETAILS 6D NOT MEASURE I' ,LH MENLOR RESERVOIR �pT DRAWITO NG IS CHECKED 121 S.W.Salmon, Suite 1020 Picone 509 225-9010 O�ON i NO. DATE BY REVISION Portland,Ore�oR 97201 h: 503;225-9022 10 OF 32 EXPIRES 6-30-97 PROJECT NO.: 96-034I.201(SCALE: AS SHOWN I DATE: Jl1JE 1997 W I; I I �- I 0' I C 212 I ( REMOVE EXIST m K 10II 1 I 3 I y AND INSTALL: 1-12x 12" TEE, MJ, RSTR I o f o I I I I C-12 I SEE 45 OTE 2 3. 1 3 I-12x8" RDCR 7 O I A8 5'h JT fi 1 APPROX 37' 8 JDI Al I I I SEE NOTE 1 A7 I AI PIPING, MJ, RSTR Q. O 5 3 f — I— I 1-8" CAP MJx2" IPT, RSrR 3 / CAP END k BLOCK �;� I I A4 .0 oN_ r8' 1- — — —e•w- — — — I— — — — — — — — —A4 �I �' 3tIlD 4' I J- +� J I 0 9 6 6+ 18■r.,G E3' 1 o, 3 .�a. f — I� I — _ IS"So— =�- - - — e•ss - - - - - - - - - - - -}- - - s•S — - - - — - -}- - - - - -} - - - - - — asst --{ - - 0 Ia•so 8;SD — I r}It o-` -+•OAS 5' I 1' DWY_ I�I SW. I S 4 T H AVENUE `EXIST ROA IE \ \ I �A6 S.W. 1 5 4TH AVENUE A9 I 1 1 d J I I ■—■—■—■—■—.—. L_10' RESTRAIN 71 FT OF EXIST ■ 1 o TEE 0ROM NEW 0 THE WEST:IL I I I I I ( I (EXCAVATE TO EXPOSE EXIST GoPIPE JOINTS AND INSTALL ON 1 ` f ROUND TREE ES Ta TES JOINT RES TRA INT. SEE _ I i I I I I I I I I I JOINT STANDARD RESTRAINT.SFOR I )i" SS12 TIE R00, TYP I EXIST RESTRAINED MECH — -OF 2 PROVIDE 1" MIN JOINTS REPLACE EXIST MJ EXTENSION BEYOND NUTS SSII 1?" �" SS17 TIE WASHER, A3 �� IFOLLOWER MEGALUG WITH SPLIT i_ — --� " N PROVIDE NEOPRENE TIE CLAMP TYP OF 4 I \ I 7 T BETWEEN PIPE � NOTES: j CLAMP dr PIPE 3�" 558 TIE NUT, TYP OF 6 ro 1. SEE SHT C-8 FOR ACCESS ROAD WATERLINE PLAN AND EXIST 12" 12" SPLIT I I SHT C-9 FOR ACCESS ROAD WATERLINE PROFILE DI PIPING C MEGALUG, A2 I I 2. REMOVE WHOLE SIDE WALK PANELS AS REO'D AND I I I I SEE SPECS I I ( I �� I REPLACE TO EXISTING SIDE WALK JOINTS. Z I BULL MTN. MEADOWS I I W — — I I i 12'- TIE 2 ---$� I SEE NOTE 2 I I I 2 RETAINER WASHER, 0 � ��TYP �T� TIE BOLT � I I 3I I TYP OF? NOTES S.W. BULLRUSH LANE •I VALVE AND FITTING SCHEDULE "A" / 1. ALL CLAMPS, NUTS, BOLTS, TIE BOLTS AND WASHERS TO BE COR-TEN STEEL - — — - — — ■ AND MANUFACTURED BY STAR NATIONAL PRODUCTS OR APPROVED EQUAL. � o ■l 2. PROVIDE COR-TEN WASHERS AND ACETYL RESIN INSItATING SLEEVES AND — — — — — — — — — -I6" w- — —5— — Al W STA AO+00 A7 W STA A4+31 WASHERS ON COR-TEN BOLTS INSTALLED IN MEGALUG. ELECTRICALLY O- — — — — — — — — — — — — — — — — CONNECT I6" W TEE INSTALL: INSULATE DISSIMILAR METALS. — _— — — — — �� I TO EXIST I6" W 1-I6" 22h' BEND, MJ, ROLLED I INSTALL TIE CLAMP SNUG BEHIND PIPE BELL. TENSION TIE RODS PRIOR TO — — — -a"SS— — -T —� AI APPROX IE=275.9 FULLY TIGHTENING PIPE CLAMP NUTS. INSTALL: A8 W STA A4+56.0 �� WATER LINE PIPING PLAN 1-16x 16" TEE, MJxFLG, RSTR INSTALL: EXISTING P i PE RESTRA i NT DETA i L I ► SCALE: I'=30' 1-16" BFV, FLGxMJ, RSTR 1-16" 22�' BEND, MJ, ROLLED t\JJ 2-16" LONG SLV, MJ, RSTR SCALE: 1"-/'-0" A9 W STA A4+61.5 A2 W STA A0+57 INSTALL: 290 -- T - - 290 BEGIN HORIZ DEFLECTION 1-16"x2" IPT TAPPED TEE ® � — ® O OFFSET Ck PIPE 12' FROM Ck ROAD I-AIR RELEASE ASSY W STA A4+61.5 Q1 INSTAL 2" 3 0 SEE DET 2 SHT C-12, LOCATE EXIST GRADE N AIR R LEASE Y.AL yr A3 W STA A1+11 AT HIGH PT, SEE GEN NOTE 22 280 _ Y t- - o J END HOR1Z DEFLECTION — — -- — — - - -3 - _ - — -- - - — -/o- - 280 OFFSET Ck PIPE I I' FROM Ck ROAD ®j W STA A4+73.5 - — — -- _ — - - W STA A2+28.00 11-16" NS6 L22�' BEND, MJ, ROLLED O 0 INSTALL: W 270 <-- I6"DI-K — - --- 16=D I W 3-- - -A4+91 --1a -- U y -- 270 IE'270.0• BEND, MJ, ROLLED o Al W STA A4+91 x W STA - INSTALL: 0!3 k J 1 22 BEND, My, ROLLED a o^ ^W O 1-16" 22�' BEND, MJ, ROLLED ^ W STI A4+31 I E=27 .8 2 v AS W STA A2+45.5 y nWV H i W STA A�+73.0 1-2? ' BEND, MJ, ROLLED m INSTALL: ®1 W STA A6+00.5 g"� �' W 6" BLOWOFF v7, p W Q 1-I6" 11!/.' BEND, MJ, VERT INSTALL .V k- ' _ ' IE=2 4.4 260 0 _ -- 1E- 268.----- _WSTA A4+ -5 - - - -- ? 1= 260 1 E=268.2 1-16" 90' BEND, MJ, HOR 1 Z W STA A4+56.0 k x W STA A,2+45.5 1-22' BE)YD. MJ, ROL.ED ^ bbb W SIA A2+28.0 1-11%"BEND, MJ, VERT 1-2?i2- BEND, MJ, ROLLE) 1Q=278,0 A6 W STA A2+73.0 rn h a -- 1-9C�' BEND RO_LED IE=268. IE=278.0 INSTALL: � ro 1-16 x 6" TEE, MJ x FLG, ROLLED L 7 I I --L--- - ------ -- - --- -------- 250 .., ., -- - -- � - -- - -_6 u7 !, — -- -- 250 1-6" 45' BEND, FLG, VERT 0 3 L I E=e 70.0 t u ( - g - 1-6" GV, FLG x MJ, RESTR _ j + + 1-6" BLOW-OFF ASSY, In ^ R SP - - SP R - R ry SP - -- - 'SP SEE DET 3 ON SHT C-I? __ __ ___ ___ ____ ____ -_ 1 _ __ LOCATE MH N5527.6, E5137.2 0 0 140 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 1+40 2+70 3+00 3+30 3+ f y u 60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 240 SEE GEN NOTE 22 'p N a EXISTING PROFILE OVER NEW WATER LINE SCALE: 1"=30' HOR I Z, 1"=10' VERT o_ [W NOTICE MLH SHEET 0 � , DESIGNED °�;� Mumy,bilblAssodites,Inc, ® S.W. 154TH AVE. WATERLINE (fes HCMMSA CITY OF TIGAARD En M OF THLAM C 7 a w IF TM's�DDE sneers/Planners DRAWN k g o�AONMENLOR RESERVOIRPLAN AND PROFILENOT MEASURE I" JLHTHEN DRAWING IS CHECKED 12t S.A. Salmon,Suite 1020 Psope 501 225-9070 NOT TO SCALE ME' Porllapd,Orc�op 97201 Pa[ 503;225-9022 PROJECT NO.: 96-0317.207 SCALE: AS SHOWN(GATE: JUNE 1997 I I OF 32 NO. DATE BY REVISION EXPIRES 6-b-97 5 ♦\ \\\\\\\\\ \\\\ \�\\�` �\ X35 _� � ��\ \ �\\� _ �� ---_ MORNINGSIDE�\ NOTES: 1. POT HOLE AND VERIFY QUX I ST PIPING FOR T 1 E INS. DEVELOPMENT 2. SEE SHEET FOR RESERVOIR ENTRANCE DETAILS. \\ \\\ \\\\\\\\ \p \ \ 3. SEE SHEET C-9 FOR WATERLINE PROFILES AND RESTRAINT REQUIREMENTS. - �� 4. ALL WATERLINE JOINTS TO BE RESTRAINED UNLESS OTHERWISE NOTED. \ \\ \ \\ 5. SEE SHT C-6 FOR ACCESS ROAD ROADWAY SECTIONS. 6. INSTALL BACKFLOW PREVENTION DEVICE FOR IRRIGATION WATER SERVICE, SEE DETAIL L-2 \ \ EXCAVATE TO EXPOSE EXIST PIPE. INSTALL 12x2" IPT TRAPPED TEE &2" CORP STOP, \ MUELLER /H-9969 OR EQUAL ON NEW PIPING AND A 4" TAPPING SLEEVE, JCM 432 SST OR EQUAL - \ AND TAPPING VALVE, SEE SPECS. ALL PIPING TO BE RESTRAINED JT. COT TO PROVIDE METER. ♦ I \ \ \ � \ � \\ 7. INSTALL '" SERVICE SADDLES, )4" CORP STOPS, 44" TYPE K COPPER TUBING, & I." SHUTOFF \ \ \ \ \ VALVES OUTSIDE OF OPERATIONS BLDG (TYPICAL FOR 2 SERVICES). PROVID 'Y4" METER ON - \ SERVICE L 1 NES ACCORDING TO CITY OF T 1 GARD STANDARD WATERL 1 NE DRAWING 108. B. RESTRAIN 12" WATERLINE FROM STA CO+00 TO STA CO+66.ROUND TREE - ESTATES \ \ \ \ \\\\ \ \\ \ IA M API 2 - .+ - ` I \ \ \\ \\ TW-C0T-4A0 \ \\ \ \HOU ®, ` \\ _ __-- \ \ Yf �\ \\� y'1-SE IC LOW PRES R \ \ \\ - - _ o I \ \ �\ � ��SELV/CES�O-DPERALI QN \\ \\ \� \ \ \ BCbG. SEEN TC?�E 7� \ -MR - \ � \ \ \ _ - t 151 87 I---SHV C-1 I - -- -- _ - - Ory- I -PR€VENUON--Dfy-tC S-TAI:!\A7ET€R); - - -SEE NO`TE-6.-EXTEND�� SHOULDER "E5 ACCOMMUUAI` __ \ �� , _ ` BULL MTN, INSTALL( pREVEN T 10N DEVICE C3 O� i�\ \ �� I \ \ _ WSTA BO+ppH I CH PRESSURE WATER PIPING SCHEDULE WATERLINE PLAN el e6 W STA B5+61 MEADOWS 1 (COT TO INSTALLI METER) , I C2 SCALE: I" = 30' I I I I I N4951.05, E5011.37 N4440.96, E5106.74 SEE NOTE 6 1 CONN TO EXIST 8" AND 12" INSTALL: I I I ♦ • ♦ I I I I �- 1 0 � � I H I cH PRESS MA 1 NS 1-12" 45 BEND, MJ, ROLLED W LOW PRESSURE WATER PIPING SCHEDULE REMOVE. EXIST 2" BO & CONN I-12" 22�* BEND, MJ, ROLLED TO EXIST 12" BFV W STA 86+96 AI SEE SHT C-7 W STA A8+75.5 W STA A13+38.5 REMOVE: EXIST 2" BO W STA D1+09= W STA EO+58.5 INSTALL: Al A2 04 E3 i 87 N4327.39, E5036.16 + INSTALL: INSTALL: INSTALL: O ACCESS RD STA 8+34.5. 12.2' RT O N4592.07, E5175.00 I-12" 11/' BEND, MJ, HORIZ CONN TO EXIST /2" DI N W STA A6+55.5 1-16" 11%'BEND, MJ, HORIZ I-16x16" TEE, MJxFLG 1-12" LONG SLV, MJ INSTALL: INSTALL: 1-12" LONG SL V, MJ `r AI INSTALL: 4 HIGH PRESS MAIN (LIVE TAP) ti 1-16" 22%x' BEND, MJ, HORIZ AI g WSTA A9+06.5 1-16" BFV, FLGxMJ 1-12" I 1%' BEND, MJ, VERT DOWN 1-12x 16" RDCR, MJxPE 1-12" CAP, MJ 82 W STA BO+20 INSTALL: I NSTALL: WSTA C0+00 = WS A 9+08= WSTA D0+00= WSTA A 13+42= 1-16" 90' BEND, MJ 1 E=371.25 INSTALL: 1-12x 12" TAPPING TEE, FLG 14 WSTA A6+73.5 CI DI 1-THRUST BLOCK 1-12" 90' BEND, MJ, ROLLED OUTLET, SEE SPECS I-16x1?" TEE, FLG ACCESS RD STA 3+04. 4' LT O ACCESS RD STA 7+32. 10'LT o. INSTALL: 1 E=376.67 1-12" GV, FLGxMJ, SEE SPECS _0 1-16" 22�'BEND, MJ, HORIZ 1-I6" BFV, FLGxMJ SEE VALVE tY FTG SCH A, DEFLECT SEE VALVE k FTG SCHED A 83 WSTA B3+98 1-12"BFV, FLGxMJ PIPE UNDER EXIST 12" W EI W STA E0+00 INSTALL: O W STA FD+00 "a I W STA A6+91.5 1-12" 11%'BEND, MJ, VERT SEE NOTE 8 D2 W STA 00+09= N454750, E5155.75 FI 10 A 1 + O ACCESS RD STA 7+37. I D' LT 1-12" 22(x' BEND, MJ, VER SEE B3 INSTALL: I-16" MEGAFLANGE FLG ADAPTER (NSTALL (IN VAULT): 1-12x12" TEE, MJxFLG OD 1-16" 22�* BEND, MJ, HOR 1 Z C2 W STA CO+53 INSTALL: I-I8x 12" TEE, FLGxFLG F2 WSTA F0+26 W STA Al2+83.5 N4958.71, E4987 18 1-16" 45' BEND, MJ1-12" BFV, FLGxMJ u A2 1-12- BFV, FLGxMJ N4593.73, E5143.32 A16 IN STA A7+09.5 INSTALL: INSTALL: IE=374.0 W STA 84+65 INSTALL: 0 0 INSTALL: 1-16" 1 1%'BEND, MJ, VERT 1-12" 11%' BEND, MJ, HORIZ WSTA E0+32.5 B4 N I • W STA 00+82= E2 INSTALL: 1-12" 1 1/' BEND, MJ, ROLLED 1-16" 22 BEND, MJ, HOR I Z W STA A 13+14.5 I-12" 45' BEND, MJ, HOR I Z D3 ACCESS RD STA 8+09. 7' L T N4568.21, E5175.00 1-12" 11 4' BEND, MJ, HOR I Z `+ A21 INSTALL: F3 WSTA 50+53 "1 Af WSTA A7+19 INSTALL: C3 IN STA C0+66 INSTALL: 1-12" 45' BEND, MJ, ROLLED BS W STA B5+44 N4593.73, E5161.83 DEFLECT PIPE HORIZ TO MAINTAIN 1-16" 22 'BEND, MJ, HORIZ N496752, E4974.89 I-12X16" RDCR, MJ INSTALL: INSTALL: i 18" FROM CURB INLET 1-16" 11%'BEND, MJ, HOR I Z CONNECT TO EXIST 12" 01 LOW 11-12" 90' BEND, MJ, ROLLED 1-12" CAP, MJ i PRESS MAIN -- - I-THRUST BLOCK IE=372.0 NOTICE MLH SHEET a D 1 DESIGNED =II lemy,$mithh5sociltes,Inc. ® CITY OF TItiARD ACCESS ROAD � DR w IF THIS W DOES N L 150' VC INLET PIPING VA I A T-SFF 390 SHT (-1 I 2X 380 380 370 370 360360 EXI!T GR AT (i ROAD Ito 11+ 11 -4 11 4 350 n ML L 350 1K R 1+0 9 IT C" + PROPOSED 04 ('4 'K GR AT C ok -OF ROAD 1 1 340 340 f- '5' ZN4- I W' II in IL 'K 3t ct 330ulr 1$0, vc - -- - L-._--- - ------ —-1 --.--- -- 330 1. + + �c- %0+ + 00 320 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 /3+80 14+10 14+40 zm -K 2: Lu +am 3' MIN COVEA' .3 10 -!.ZX- (I IF) 10+80 11+10 'K :F' tntw.INV 2 cri 400 400 'K OUTLETPIPING EXIST GR 300 ALL T SEE, SHT C-I AT(Z RO�D-\'�' 150' VC 390 390 4.19% 16 290 u') 1 10 10+20 10+50 + + 'K R SF O SP PROPOSED 380 280 SR GR AT 6+00 6+30 6+60 6+90 7+20 7+50 7+80 5+10 8+40 8+70 9+00 9+30 9+60 9+90 C ROAD 12' 0 1 W EXIS' GR OVER — PROFILE ATERLINE 16" LOW PRESSURE WAMRLINE 370 370 SCALE. 1" 30'HORIZ, /"=/O' VERT N 360 IIS 360 CL K) n' w 3' MIN COVf'-R `I,! it z + �E - (TYP) DI W Ln 2 + + 0�0 n 350 Q:. M M'n CF 350 + E3 MIN COVER (TYP) Ln C'j" cx K w) 61 340 En k VT cQC 340 O �! NOTES, + c; op 1. SEE SHEET C-8 FOR ACCESS ROAD WA TERL INE ch tv PLANS 330 330 at 0: k' 320 P-?ESSURE WATERLINE PROFILE to + SCAL I 3 ' HOR 12 i 10' VER F + i 320 Obi N 10 HIE to L 0+00 0+30 0+60 0+0 -1+-20- -/-+,50 1+80 2+10 2+40 2+70 3+00 J+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 oNOTICE MLH SHEET DESIGNED HCM munty'smiftissocilles,18c ACCESS ROAD C-9 DRAWN CM OF TKWO CITY OF TIGARD WATERLINE PROFILES IF THIS OW DOES ItIvi" NOT MEASURE I* JLH ✓ MAGIN MENLOR RESERVOIR THEN DRAWING IS. CHECKED 121 S.W. Salmon,Suite 1020 Phone 503))225-9010 NOT TO SCALE L )M5_9= a Portland,Oregon 9M Paz 1503 13 OF 32 y. NO. DATE BY REVISION EXPRIM 6-30-97 PROJECT NO.: 96-0341.201 ISCALE: AS SHOWN'DATE: JUNE 1997 EDGE OF PAVEMENT AND CURB RETURN DA TA CURVE IPC LOCATION PT LOCATION RADIUS LENGTH I DELTA N4646.07. E510_9.57 N4630.23� E3129.14 20 27.22 J. jj' \ \ T / . �/ \ \ \ - \ \�- 420__ N43,�� F31�9.3� 4� �3E91,f1.9§ 2 3.14 � � � / � � -- � \ � \_ -- - ---- --- -- N4UI 34, H F.fl.30 NAW4,A. ES f 33.9§ 2 3.14 90 Do _ N4W.N. (5184.339 N4882.24, 618d.Y9 2 3.14 • � � � � / � � � 1114586.y4. f3 F 66.39 N49§-4.M. E9(84.99 2 3.14 � /' \ /-- - \ \ \ � � \ -- l \\ \ - - - -j - -- --- -- -- N4594.N. E5 F 26.65 144-W73 C5 F 21,f'3 5 8.87 I Q 1 � \ � \ - t-- - N4568.j.7 05125.95 WM6.74. BF27.§I 2 274 7@-21-14- - \\ \ - -- -- - NOB&L E'3147.fO H441 l bd €5131.92 ZQ 31.4? \ O �- - \ \ \ \ \ Til N4YD.Y9. E5133.71 N4526.98. E5122.66 20 4.41 12• \ \ \ v / \ \ \ \ �- - - --- -- \� �� 1 _ _ --- NOTES: FLAP VALVES AT MH ENTRANCES FOR ALL DRAIN LINES FROM \ \ �` (BELOW \ --� \ �- - - - - _ �- I -_t 410 ` VAULTS AND RESERVOIR. RESTRA 1 N FLAP VALVES TO DRAIN PIPING. \ \ \ ` 2. RADIAL FOUNDA T 1 ON DRAINS NOT REQUIRED IN RESERVOIR FILL AREA. 3. \ \ \ \ I \ \ - - - -- -- - - - -� ROOF DRAIN FOR RESERVOIR NOT SHOWN. SEE SHTS C-5 k S-6. \ I� \1• - 1 \ \ \ I I\ �E P � - EDGE 0 - 385. I `l \ \ \ 22" I AVEMT 34, TYr � \Pf SEVO I R �- _ -� S 0'00"E- WALL' _ - �- _ - - DIAL.PERF12 I I \ \ I 1 -46.4: - -/• - O�i7T l lt( 34 I _ �:� \ \ \ \ \ \ \ \ \ `� --APART, Sha NOT f \ \ \ \ \ \� 1 11 - - -\ \� \ \ 43.- 3�. - - \R=71 � \ -4" -0000 -9"- - -� \ \ \' �\ \ - _ OF ACCESS - \ \ 90 - OF 374.68 \ \ \� -,575 - ® � \ 3741'5 \A 395 374.62 \ \ \ \ \ 37 0 '35�t\TYP \ \� PIh11�GLET J �{ \ � 16' TYP - \ \ \ \ \ Y L d-&!_H I GH \ -3 "LOCK \ \I ALT IAtB- - \ \ 4'-3" SEE SHT-S-6- --I PIPE BLOCK - ► - -- - - FUTURE�'UlIP \ \ \� ACCESS RD STAB -� \\ \i\ S -6 TA T I ON \ \ N 12+39.5,- \\ tV OF PIPING- - `6" FDN ORA _ _ =\___ / / - - -- - _--___ 390- \ '-6" IT Er PIPIN 7. 2• ARAM -PERF-WCUT AREA, 7! / \ L\ \ \ \ \ \I wq/�LT \ \ \\ I _g SOLID IN Flt( AREA HS" UNLET ? /moi - -1 - - - -- 10' WIDE \ X73.92 - - - 3 3�2 3 374. �\ 6" PEF R+NC QRA 1 N P 1 P I N� GAi SEE- ►�t------�---- - - -- \ T- YP - \ \ 5 \ �� I.S SLOPE ALL DRAINi' - \ AREA BRAIN \ \ \ -f T 385 \ \ IE=369.82 \ \ \ . . 'pYC 8'-9 TYP= -_ - ky0 t X \� \ 17'-0" I \ \ \ o - - /\1� h XFIR SIJ _ \ \ -_ SEE Jl \1 \ L c\ , 10��T4 ONS \ \ \ \ MON 1 TORI H`E I 5 r I J � LDGS 8E 3 p \ I� \\ \ / O ' - �p / 2" WASHDOWN/SENSING LINE 389_3 - W f \ 3743.28 3 7\\9 1 -= -_-_-_-- Z1_�9 _ _- ✓r -EL_-M�-7.-8"6-------------------- - -- --9-® ---- - - ----- 38E ` 73.,96 373.8 \ 375.26 373.84 e 10'-0" �-VAULL 74.�5� 377.IZ 7+n � o 1.3 15 8 5S-ROAD 5.74 }88.96-X \ ACCE 01 0 --� i- _ -- c \ 1 76,1 I - - 7+00 �X- - _X - - \ s -33' _ _ o \ �- - -- - - - - - - - - -- - -- -_- - - - - - - - - y\ 68 INLET PIPING i 1b�M 6+50 • w �X�� VAULT -- - - _ _ _ - - - - - -- - - - - - - -- AJ R RELEASE \ EDP ,- - --- - - _SITE E I P i NG PLAN ` 0 6+ \ \ \ \ - VENT, SEE - -- - �• SCA = I - -- -- - - --- ---- --- -- - -- - - - SCALE. 1 a. Y- _365370 - --- - = ---- -------------------- NOTICEMLH _ _ SHEET N D DESIGNED I/mumy'SmithUssociates,Inc. ® W Engineers/Planners cRr „ cmr of nD SITE PIPING PLANIF THIS BAR DOES C- 10 NOT MEASURE I'+ THEN DR SING 15 CHECKED ✓�!}�' �� 121 S.W. Salmon,suite 1020 Phone 503 225-9010 �i00N MENLOR RESERVOIR - i Portland,Drape 97204 Pa: 503;225-9022 14 OF 32 NO. DATE BY REVISION EXPIRES 6-J0-99 PROJECT NO.: 96-0341.201 I SCALE: I' = 10'1 DATE: JUNE 1997 34" COP SENSING PIPING, STRAP TO C PIPE FLG'S W/SST STRAPS, TYP— )4"SENSING LINES _ 2'-6" X 2'-6" ACCESS DOOR, " CONNECT TO 2" BILCO J-2AL OR APPVD EQUAL " - - - r SENS I NG/WASHDOWN 1�" PIPE CLAMP, B-LINE PIPING 6" SUMP D ' 0 l� PVC — 6' X 4' ACCESS FIN GR 83180-Ifs OR APPVD EQUAL ACCESS DOOR D DOOR ABOVE, RIM=382.96% O BR SERVICE & CORP SL TOP LERHill F BILCO J-3AL OR SST STRAP, TVP I MATCH FIN GR 1 MUELLER OR APPROVED EQUAL - 7 /// APPVD EQUAL ^'dJf O'; �..,J.;;..., $6`�4' - _ •• =-- --- - - $.,P•9.00 N.� `;�, ° o° O'o0o°080•�O1 0.80 0 Uoo Z 2" GV EHRD 6 fg 2" CARV AIR RELEASE PIPING o 3 2" 90' LL, THRD, TYP � 3 -- �r -- ROUTE TO AIR RELEAS&VENT °off o0 0 1 0 8 4 6 2 8 1 3 p n 8 TO 17 -1 o' 4 2" FEBCO MODEL 805Y DOUBLE 1 I u SEE SHT C-10 i - N -r � -- --- ,_ RESERVOIR a �i i CHECK VALVE OR APPVD EQUAL µ _. -► J ! 0� 5 2" TEE, THRD �) --� _a— _ _ 2" SENSING/WASHDOWN ° ---[� • a ' 10 I -9" PIPING ROUTE TO RESERVOIR 2.S SL E -—� UN I S TRUT SUPPORT 009 6 2" x TEE, THRD N J I 12 01 J v 7 �i I4 PARALLEL TO ° SEE SHT NOTE 7 I, __ °° 7 " THRD BALL VALVE PIPING 8 11 a 12 INLET PIPING SEE oo• �� - f f° - ------ --- 7 ,i - " SENSING/ I NG/ 1 E k+,j u 3'-0" x 2'-6" p oo• WASHOOWN PIPING --- �- o � ° I ACCESS I 2" AIR RELEASE o0: ii • COMPACTED FILL I 2 u iv VALVE, SEE SPECS-� o 1 DOOR I 2'-9" 2'-9" _• MATERIAL 14 -- ABOVE o \ 1•_6•• Ao. 3 0 EXIST GRADE, - I2" p 1 6 t I J GALV OSHA o 00a ' SCALE: "=1'-0" PIPING 1 • _APPVD WALL MOUNTED _ ❑ EL=378% ACCESS LADDER AS SUPPLIED - NOTES- BY --- UTILITY VAULT CO. a - g 2' CORP �C -- - - " IE=376.84 1. ROUTE 2"PIPING TO RESERVOIR, SEE SHT C-10, STOP k C o• PROVIDE BRONZE FITTINGS AS REO'D. o -- _ `UNI STRUT SUPPORT SERVICE - O 2'-6" SEE SH I � SADDLE NOTE 7 SEE SHT NOTE 7, TYP ' 2. ALL 2" PIPING SHALL BE REGULAR THICKNESS, THREADED 8 4 b L l 6 b —0'-1 1j. !J ti =374.84 BRASS PIPING CONFORMING TO ASTM B43. • e - - 3. 34" SENSING PIPING SHALL BE COPPER TYPE K, USE .'� AOJ PIPE SADDLE SUPPORT, 1=3" 6" PVC SUMP• y . . �• � MUELLER 110 COMPRESSION ADAPTOR BETWEEN THREADED BOLT TO FLOOR, GRINNEL 0;-b. o•oo•o• 0.0.0.0•o 0 own t c• , D, ROUTE TO FITTINGS AND COPPER PIPE. 2'-6" J'-6"--I 2'-7" �----5'-4" I 4'-1" FTG 264 OR EQUAL, � y ✓�YC� �� % aC!%Y � STORM MA 1 N TYP OF 13 � 4. SLOE ALL SENSING PIPING AT 2%MIN SLOPE UP 4 SUMP 0'-6" TYP COMPACTED -Y4"-O" TO RESERVOIR. ' l2-0 CR BEDDING NOTE. INLET PIPING VAULT TO BE PANEL VAULT MANUFACTURED BY SHEET NOTES: UT I L I TY VAULT OR APPROVED EQUAL. 1. PROVIDE RESTRAINED MECH JT ON PIPING, 2' FROM OUTSIDE EDGE OF VAULTS, TYP. INLET PIPING VAULT PLA t'l 2'-6" x 2'-6" SEC 11C 2. PROVIDE ALL IN VAULT BUTTERFLY VALVES WITH HAND WHEELS PER MFR ACCESS DOOR SCALE. %"=1'-0" - REQUIREMENTS, SEE SPECS. SCALE: I�"=1'-0" BILCO J-2AL OR 3. ACCESS DOORS TO BE REINFORCED FOR H-20 RATING AND SET TO GRADE, PROVIDE GRADE APPVD EQUAL 4' X 4' ACCESS DOOR, RINGS AS REQUIRED. r R I M=383.64% B I L CO AL OR FIN CR EQUAL APPVD EQUAL 4. WALL PENETRAT I ONS FOR PIPING TO BE PRECAST IN VAULTS, PROVIDE GROUT SEAL / 2'-6" x 2'-6" 1 1 " PVC ACCESS I'-0" MIN MATCH FIN GR AROUND PIPE. ACCESS ABV DOOR D I 5. ANCHORS FOR SMALL PIPING SUPPORTS IN VAULT TO BE EXPANSION BOLTS AND SIZED o Oi APPROPRIATELY FOR THE SPECIFIED SUPPORT %" MIN DIA, SEE SPECS. CboObO. �Uoo _O. OS «°•C�a.°�°'��oo0 8v0°o'8°80000 I EXIST ( ) °.° °o�0 GROUND, 6. VAULT SHALL BE DESIGNED FOR H-20 LOADING, SEE SPECS. $: .o oo°o i i o '°o 00. °o - 80/- 7. SUPPORT SMALL PIPING W/UNISTRUT SUPPORTS OR APPVD EQUAL. CHANNELS TO BE o 0-9 " °'o° °�°off_° CONNECT MEMBERSD AS PER MFR REQUIREMENTS. AND STRAP TO PIPE /P2038 CLAMP. ------------------- ----------- o.._ r —j _ W a f i 8 - 7 �� y 1 9" i ;� / 8. PAINT PIPING AND SPECIALS I N VAULT. SEE SPECS. 0•-9 �' -0" u LE= Q19 18" DI 16" DI - o g ^ n — u 0 18" DI ------- -- ----�---� PIPING PIPING o O 12" CONTROL VALVE NO. 1, SEE SPECS 18 16" MEGAFLANGE FLG ADPTR 19 ii c� cr PIPING �) �2 12" SWING CHK VALVE, FLG W/ WEIGHT AND LEVER /9 16" FLG x PE SPL, LENGTH AS REO'D " : FROM " O% O3 12" BFV, FLG ® 18" X 16" RED, FLG ` " C- '' --- RESERVOIR_ _ ® 12" x I?" TEE, FLG 20 12" x 8" TEE, FLG t i p IE=373.77 O 12" x 8" RED, FLG Ig 12" x 6" TEE, FLG b 1 �_ O _ QU• " ^3• C 2'-6" ii-' Os -9 © 12" x FLG X FLG SPL ® 8" x 8" TEE, FLG 2'-0" — - -- ---- f 1" 3'-9 FROM EL=371.94 O 12" MEGAFLANGE FLG ADPTR © 8" x 6" RED ELL, FLG • RESERVOIR �".."b •' .: ■ C� ADJ PIPE SADDLE \'c g'0 /Ra/ g0�o ov goo gdJ gaU$0 UooO O 12" FLG x PE SPL, LENGTH AS RED 'D ® 8"MEGAFLANGE FLG ADAPTER CENTER ACCESS DOOR SUPPORT, BOLT TO n% C� �8' ao 0 00- O9 8" CONTROL VALVE N0. 2, SEE SPECS ® 6" BFV, FLG o OVER PIPE 6 PVC SUMP D, FLOOR, GRINNEL `UMPAC FED 3 4 -0 P " i ROUTE TO MH FTC 264 OR EQUAL,-%� CR BEDDING SUM 10 8" BFV, FLG © 6 90 ELL, FLG b NOTE: OUTLET PIPING VAULT TO BE UTILITY VAULT 814 LA TYP OF 4 "z OR APPROVED EQUAL. II 8" 90' Ell, FLG ® 6" CONTROL VALVE N0. 3, SEE SPECS OUTLET 12 8" FLG x FLG SPL, LENGTH AS REQ,O ® 6" MEGAFLANGE FLG ADAPTER 2_ SCALE: "=1'-0" 1© 6" FLG x PE SPL, LENGTH AS REQ-0 ® 2" COMBINATION AIR RELEASE VALVE b N SCALE %"=I'-0" 14 8" FLG x PE SPL, LENGTH AS REO'D 3O (NOT USED) m IS 16" SWING CHK VALVE, FLG W/ WEIGHT k LEVER ® 2" THRO SERVICE SADDLE k CORP STOP 16 16" BFV, FLC ® 18" BFV,FLG b 1© 18" X 12" TEE,FLG ® 18" X 16- RED, FLG w NOTICE uLH _ SHEET 0 DESIGNED s,+°a;;0 Murray$milhUssOClalesjoc ® WATERLINE VAULTS PLANS, ' HCN 1 CITY OF TIOARD C— I I t2 IF TFNs eAR DDEs DRAWN Englneers/Planners WYOF11 AW SECTIONS AND DETAILS MS NOT MEASURE 1• JLH �7Lt�. 0219M MENLOR RESERVOIR TSN DRAWING IS CHECKED �~� 121 S.W.Salmon, Suite 1020 Phone 509))225-9010 iNOT TO SCALE R L Portland,Oregon 97204 Pa 509)225-9022 1 5 OF 32 i N0. DATE BY REVISION EXPIRES 6-.7o-9a PROJECT NO.: 96-0341.201 1SCALE: AS SHOWN DATE: JUTE 1997 FIELD LOCATE PER ENGINEER, ?" GALV 90' ELL 1'-0" MIN FROM EDGE OF 2" ELBOW &HOSE FTG AS REO'D CURB OR PLACE IN CENTER OF STD APWA 24" MH - 2" DIELECTRIC UNION (FIPT X FIPT) 2' OPERATING NUT EXIST SIDEWALK, INSTALL AT COVER &FRAME WATTS 3004 OR APPVD EQUAL ?" AWWA CV W/ EXIST GRADE, SEE GEN NOTE 23. STD AP WA 24" MH COVER A FRAME 2" COMBINATION AIR VALVE, I.-VARIES 6 I'-6" 6" BLIND FLG &FLG X PE SPL APCO NO. 145C OR EQUAL 6" STAND PIPE COLLAR THRUST BLOCK 7 PAY ITEM MAX RESTORE GROUND SURFACE SURFACE RESTORATION W/REINF&PIPE CLAMPS VALVE BOX COMPLETE - LIY/1S j rL FIELD VERIFY AS REO'0 + - F" rr 2" GALV 90' ELL AS REQ'D, SEE NOTE 1 1 - PER ENGINEER „ 2"% FIELD VERIFY 7 AS PER ENGR /-VALVE BOX - ,•: -�_��=q�•llG.Y1= � o0. ••,. 34 CORP STOP - ' _ f 2" GALV ELBOW } -I o aoB o " WATERMAIN aep7--- I 2" GALV STL PIPE n "27" CONC -� � 27" CONC PIPE - PAY ITEM SRT �: II C-76 CLASS 111 I i c o II PIPE C-76 X-0" MIN OR (LENGTH AS REO'D) :I LIMITS CLASS I11 -� 4" `AS REQ'D 2" BRONZE NIPPLE COPPER TUBING "� MIPT X MIPT - 4 2" ADAPTER, MUELLER . �MJ jr CAP W/2" In TAP I I 1 � �y ( ) I I 2"t I' W/RETAINER GLAND CWATER II 11-16" 2" DIELECTRIC �� MJ X MJ X FLG MAIN II 3 UNION (FIPT X FIPT) 8 Yo it (ODEL 110 OR S PLA )QUAL 1. FOR TEMP BLOW-OFFS, CONTRACTOR TO PROVIDE II _-_-_ _ - TEMP THRUST RESTRAINT AS REQ'D. TEE ROTATED II _4' MIN BASE &BACKFILL APPVD EQUAL b� c 2. SEE SPECS REGARDING DISPOSAL ECHLORINATION DOWN 45' II ENGTH VARIES I AS SPECIFIED " 6„ 2" 90' ELL, BRONZE /p 4" MIN II �ti a• } BRONZE NIPPLE FOR SUPERCHLORINATED WATER. "®• CON PSI CONC J. PROVIDE LARGER BLOW-OFF PIPING MATERIALS AT CONTINUOUS FOOTING II I� I (F DIELECTRIC UNION CONTRACTOR OPTION. Na 44"-0 BASE -SLP UP TO VALVE (FIPT X FIPT), WATTS 4. FOR CCP OR STL PIPE, PROVIDE SIMILAR ASSY AT TEST HEADS. �� ORA I N ROCK AS SPECIFIED &BACKFILL Ir JIX MIN 2" COPPER 3004 OR APPVD EQUAL 6" 45' BEND "I=' o«ea CONC BASE SING. MUELLER TF1-9968 OR T SE I 6" GV FLG ' 11_77; 1 _ _' 2" BRONZE NIPPLE (M CORP STOP EQUAL E NOTE 4. 6" 90' BEND, MJ (MIPT X CTS), ��J NTS - CONC PIER BLOCK 2" PLUG, BRONZE MUELLER MODEL X MJ 1" TEE, BRONZE 110 JH-15023 € J6 A-�` - $ A NOTES UT 1" G1 P 1 PE (STRAP EXCEPT ION `\ - P_ ' 1. ALL PIPING AND FTG'S TO BE RESTR JT. TO 2" R I SER FOR CONC PIER 3. FOR CCP OR STL PIPE, USE 6" TANGENTIAL OUTLET, 6" RESTR D/ PIPE & 6" GV, RESTR. SUPPORT), LENGTH TO ?� BLOCK IN CONI&EXTENDBEDMENT N3 TO AIR VALVE. TO BE COATED =1� _Ilf_ � ll; Tlll-Ili - ABOVE CONC PER NOTE 2. it T �" P yWppp OVFR NTS LENGTH VARIES �' 4FACE OF BOLTS NOTES: C WATER MAIN IEE PLUGGED CROSS E PLUG OR CAP VARIES VARIES 1. ALL PIPING &FITGS TO BE RESTR JT. r - 2. VENT PIPING ABOVE AIR VALVE TO BE STD WEIGHT GALV STL L�=1 2 OR WATER TER PER ASTM A 120, SCHED 40. B� O DETAIL NOT 3. COPPER TUBING SHALL BE TYPE "K", HARD, SEAMLESS, CONFORMING TO ASTM u II-1 USED Il_ • j1' I H I 888 & TO BE OF DOMESTIC MFR. �II' L_�__ �-I� �A 4. USE TAPPED TEE WITH 2" TAP & 2" CORP STOP, MUELLER /'H-9969 OR EQUAL BV n AS REO'D ON PIPE WHICH WILL NOT PERMIT A DIRECT 2" TAP. A� NIHIL-ITi1 -� 4 Q PLUCCED CROSS PLUGGED TEE 2 BEARING AREA, W. OF THRUST BLOCKS IN S MARE FEET TYP I CAL A I R RELEASE VAL VE DETA i L, 2 TEE, WYE, 90'BEND, TEE45' 221 11 " .r NTS C-7 I PLUG OR PLUGGED PLUGGED ' 4 FITTING CAP CROSS ON RUN N BEND BEND BEND `ly - -I IN ROADWAY I OFF ROADWAY SIZE A A Al UA A A VALVE BOX COVER W/"W" OR I 4 1.4 1.9 2.7 1.9 2.1 - _ � CU CPLG I 6 2.8 4.0 5.6 4.0 2.1 1.1 "WATER" CAST IN TOP SURFACE REPLACE AC 3" MIN � X 1'-6" X 6" THICK I 8 4.8 6.8 9.6 6.8 17 1.9 0.9 + I�!„_011 + DEPTH OR EXIST 45' �1'-6* 3000PSI CONC REST1NGPAD 173 I0.3 14.5 I0.3 5.6 2.8 1.4 I THICKNESS, WHICH- f2 IO.J 14.5 10.4 14.5 79 4.0 2.0 (TMP S ELBOWS EVER IS GREATER I RESTORE GROUND SURFACE I /" STL R-WELD 14 13.8 19.5 27.5 19.5 10.6 5.4 2.7 I SS 90' & GRIND BEVEL y 16 17.8 25.2 35.5 25.2 13.6 7.0 3.5 I ® ORP ADAPTER !i/�!i/�! 1 18 22.4 31.7 44.7 31.7 171 8.7 4.4 I 2 "CORP STOP, AWWA N SERVICE INSTALLE411 iP 6" SCH 40 X 25" FAB. °n 20 27.5 38.9 54.8 38.9 21.0 10.7 5.4 TAPER THD X MIP --�- �� STL PIPE W/II" DIA X i�" 1'_6" SERVICE SADDLE 1 24 39.2 55.5 78.3 55.5 30.0 15.3 7.7 ' NTS I I I THICK ANCHOR FLG r " � � FI 'ABOVE BEARING AREAS BASED UPON TEST PRESSURE OF 150 P.S.I. AND AN ALLOWABLE (WHEN NECESSARY) "1 f,(1 TACKWELD �" MESH SST SCREEN 6" MIN INSIDE 6" PIPE TO COVER HOLES 12" MAX CROCK GUARD SOIL BEARING STRESS OF 2000 POUNDS PER SQUARE FOOT. TO COMPUTE BEARING AREAS WATER MAIN INSUL SLV (LENGTH EQUAL 2" DIA RISER - PLAIN ENDED FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE FOLLOWING EQUATION: TO /s" LESS THAN INSIDE DIM i� U _Z VAL VE BOX TOP BEARING AREA=(TEST PRESSURE/150) X (2000/SOIL BEARING STRESS) X (TABLE VALUE). BETWEEN STL WASHERS) 1 _-6 COLUMNS OF 5--?." HOLESSEC OPERATOR EXTENSION REQ'D TO BRING NOTES: (MIN 3" SPACING) IN 6- DIA PIPE TION /910 f OPERATOR WITHIN C-6" OF GRADE c 1. CONCRETE THRUST BLOCKING SHALL BE POURED AGAINST UNDISTURBED EARTH. �0 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. INSTALL ISOLATION MATERIAL INSUL WASHER _ 9" ll 5" WHITE PVC SCH 40 LENGTH AS REO'D BETWEEN PIPE AND/OR FITTINGS BEFORE POURING BLOCKING. -r O ll J. THE REQUIRED THRUST BEARING EAS FOR SPECIAL CONNECTIONS ARE SHOWN p -'li= 6" MIN CR RK po ENCIRCLED ON THE PLANS, E.G. I I ND I CATES 15 SQUARE FEET BEARING AREA REQU I RED. ^ o - AS SPEC I F I ED -t-- VALVE 4. IF NOT SHOWN ON PLANS REQUI 0 BEARING AREAS AT FITTING SHALL BE AS I I o3 4-3" DIA GALV ANCHOR P+ INDICATED IN TABLE ABOVE. ADJUST FOR DIFFERENT TEST PRESSURES AND ALLOWABLE �^/ o p poo ° NOTES: o SOIL BEARING STRESSES IF PROVIDED FOR IN THE SPECIFICATIONS. \ j po poo o I' BOLTS (12" LONG) & NUTS i 1. CORP STOP & 2" GV BOX SIMILAR 5. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE �\ // STL WASHER -v 6" X 1'-6" X 1'-0" 3000 -I 1 OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS DETAIL. / C SUPPORT PAD EXCEPT EXTENSION NOT REQ'D. PSI CON 1p \ j I ?. VALVE BOX TOP SECTION T COVER cel 6. CONCRETE SHALL BE 3000 PSI MIN. 28 DAY COMPRESSIVE STRENGTH. / MIN 6" CR RK AS SPECIFIED SHALL BE CAST ALUMINUM TYPE i 7. BEARING AREAS WHERE EXISTING PIPE WILL BE ABANDONED IN PLACE, 2" DIA GI PIPE I ` ' 1 WITHOUT EXCEPTION. SEE SPECS. i AS SHOWN ON PLAN, SHALL INCLUDE STL R AT THE BASE OF THE THRUST BLOCK. \\\\\\\\� ; I J. VALVE OPERATOR EXTENSION TO o THE MIN BEARING AREA OF THE STL R SHALL BE BASED ON DATA FROM THE ABOVE TABLE. NOTE: BE SECURELY PINNED TO VALVE. 1. COMPLETE STANDPIPE ASSEMBLY TO BE HOT DIPPED GALV. ami N INSIA GASKET yMUST BLOCK DETAILS k NOTES4 INSULATING FLANGED JOINT s STANDP I PF DETAIL6 VALVE BOX DETA I L 7 ch2 NTS - NTS - NTS C-I NTS in ' Ui_ 1U►I NOTICE MLH --___----- -_ SHEET 0L� DESIGNED 4°,a�'+� _ - MDrC11,Sm1th�Assoclates,Inc. ® CITY OF TIGARD STANDARD -Bngiaeers/Planners cnvoFt�r►ac WATERLINE DETAILS C 2 IF THIS BAR ODES DRAWN = _ _ _ _ NOT MEASURE 1" JLH „ �R,i.1a' - p�ppN MENLOR RESERVOIR j r N DRAWINGSTO SCALE CHECKED �¢}L HE�� 121 S.W.Salmon,Suite 1020 Phone (503)225-9010 c NO. DATE BY REVISION PorUand,Oregon 97204 161 (503)225-9022 16 OF 32 EXPIRES 6-30-99 PROJECT NO.: 96-0341.201 I SCALE; AS SHOWN I DATE: JUNE 1997 LADDER AT ROADWAY F STA 10+00% S-2 H a a a i a s f24-0 a 21'-0• 24.4 COLUMN(TYP) 21'-0• (OR EQUAL)R�VENTa sa a � a a10'-6" , 6DOWNSPQUT(10 REQUIRED), 21'-0' 21'-0' EVENLY SPACED. SEE LIMN(TYP) DETAIL 6 ON DWG S-6 a a a a a 10'+_6• [[ N 15'00'E E } N 15'00' E 7'-6"SO DROP PANEL (TYP) I 10I -6 � ❑ ❑ � � � 10-6• � El [ O O O O O O I O O O O O O 6'-0•SO FOOTING(TYP) —FLOOR JOINT, SEE 21'-0" 10-6• ROOF JOINT, SEE DETAIL 1L 1 ON OWC S-5 DETAIL 3 ON DWG S-4 E a a a a TANK DIMENSIONS AND LAYOUT SHALL BE AS SHOWN ON DRAWINGS I PIPE I TO 7 TANK STRUCTURAL REQUIREMENTS SUCH AS CONCRETE PIPE THICKNESS AND REINFORCEMENT REQUIREMENTS SHALL BE MINIMUM ENTRANCES REQUIREMENTS TO BE MET BY THE TANK DESIGN/CONSTRUCT 21'-0" ® ( BILCO JD-JAL (OR 21'I-0• ENTRANCES �o CONTRACTOR. ADDITIONAL CONCRETE THICKNESS AND REINFORCEMENT I 10'-6"EQUAL)ROOF HATCH, TYP 1 a aF21 SHALL BE SUPPLIED AS NECESSARY TO MEET THE REQUIREMENTSF21 1 a a OF THE TECHNICAL SPECIFICATIONS El R O O 21'-0" 21'-0' 10'-6 10'_6• 21,_0• 21,_0" 21'_0" 21'_0" 10•_6.10'-6' 21'_0• 21'_0" INSIDE WALL DIAMETER 142'-0' ROOF SLAB DIAMETER - 145'-0" FLOOR PLAN BQQ PLAN2 NTS NTS — INSIDE WALL RADIUS. 71'-0' F I/2•PADS 2X SLOPE — 2X SLOPE y GENERAL NOTES: - 9"POURED-IN-PLACE PLUS 1. DESIGN LOADS IV. CONCRETE REQUIREMENTS 3/8"SHOTCRETE COREWALL -SHOTCRETE AND WRAPPED 1. LIQUID WATER 62.5 PCF 1. FLOOR AND FOOTINGS 3500 PSI (6.5 SK/CY) �i STRAND OVER COREWALL 2. SOIL BEARING CAPACITY(GROSS) 5000 PSF(PLUS I/J INCREASE FOR 2. ROOF SLAB ANO COLUMNS 4000 PSI (70 SK/CY) R LIVE/SEISMIC J. COREWALL 5000 PSI (75 SK/CY) WALL) 2X SLOPE 2X SLOPE 3 ROOF LIVE LOAD 30.0 PSF 4. SHOTCRETE 4000 PSI (IC:JS) A � 4. SNOW LOAD 50.0 PSF GROUND LOAD 5. SEE TECHNICAL SPECIFICATIONS FOR COMPLETE MIX DESIGN 5. SEISMIC ZONE 3(SEE SPECIFICATIONS) INFORMATION INCLUDING WATER-CEMENT RATIO, AGGREGATE yl (-- ,,,",-_, t•^ �.."...,fS_J. 6. WIND SPEED 80 MPH(EXP C) SIZE AND ACCEPTABLE ADMIXTURES. W 1 7. BACKFILL HEIGHT 12'-0"MAX, 5'-0"MIN ABOVE FLR 6. SEE TECHNICAL SPECIFICATIONS FOR CONCRETE PLACING AND t F 12'FOOTING 3'-0"FOOTING L 6"FLO 8, BACKFILL SURCHARGE H2O OR 300 PSF FORMING PROCEDURES. INSIDE FOOTING RADIUS 68'-9• 6 MIL POLY SHEETING UNDER ENTIRE FLOOR AREA 11. BUCKLING CRITERIA OF WALL DESIGN V. EARTHWORK REQUIREMENTS OUTSIDE FOOTING RADIUS 73'-9' � -6"CRUSHED ROCK BASE(),"-0'CRUSHED 1. THE INTEGRITY OF THE WALL SHOWN ON THESE DRAWINGS IS STRICTLY I. MINIMUM COMPACTION OF CRUSHED ROCK AND SUBGRADE UNDER AND DRAIN ROC). COMPACTED TO A MIN OF PREDICATED ON THE FOLLOWING CONDITIONS: AROUND PIPE BACKS AND UNDER FLOOR AND FOOTINGS SHALL EQUAL 95X 95X MAX DENSITY AS PER ASTM D1557 OF MAXIMUM DENSITY AS DETERMINED IN ACCORDANCE WITH ASTM D1557. A. THE STRICT CONFORMANCE TO THE CLOSE STRESS-TOLERANCE AND 2. COMPACTION OF BACKFILL AROUND TANK SHALL EQUAL 90X OF MAX DENSTIY -30 MIL PVC MEMBRANE UNDER OTHER REQUIREMENTS OF THE CIRCUMFERENTIAL PRESTRESSING AS DETERMINED IN ACCORDANCE WITH ASTM D1557 TO WITHIN 3'OF THE CRASHED ROCK BASE APPLICATION INDICATED IN THE CIRCUMFERENTIAL PRESTRESSING FINISHED GRADE. COMPACTION OF THE BACKFILL WITHIN 3'OF THE FINISHED O •8'-0'MIN CLEARANCE NOTE$ON DRAWING S-3 AND ON OTHER PARTS OF THESE GRADE SHALL EQUAL 93X OF MAX DENSITY AS DETERMINED IN ACCORDANCE FOR P/S EQUIPMENT SLBCRADE PREPARATION PER SPECIFICATIONS, DRAWINGS AND IN THE TECHNICAL SPECIFICATIONS. WITH ASTM D1557. LSE ONLY HAND HELD COMPACTION EQUIPMENT WITHIN 5' yp CIVIL DRAWINGS AND SOILS REPORT B. SEE SPECIFICATIONS FOR OUT OF ROUND TOLERANCE. OF TANK WALL AND LIGHTWEIGHT EQUIPMENT BEYOND THE 5'SO AS NOT TO C THERE SHALL BE NO BLOCK-OUTS OR OTHER TYPES OF WALL OPENINGS DAMAGE THE WALL. BRING LP THE BACKFILL AROUND THE TANK IN UNIFORM ■[[! OTHER THAN THOSE SHOWN ON THESE DRAWINGS. LIFTS. IF THE TANK IS EMPTY DURING THE BACKFILLING OPERATION AROUND g NOTE: SEE SHT C-5 FOR TANK SECTION,EXCAVATION, GRADING AND DRAINAGE DETAILS THE TANK, THE INWARD MOVEMENT OF THE COREWALL MUST BE MONITORED i AT VARIOUS LOCATIONS AROUND THE INSIDE CIRCUMFERENCE TO INSURE O 111. REINFORCEMENT REQUIREMENTS THAT A UNIFORM BACKFILL IS BEING ACHIEVED. N J. A SUBSURFACE INVESTIGATON WAS PERFORMED BY GEOTECHNICAL RESOURCES INC in SECTION OF TANK E 1. ALL REINFORCING IN TANK SHALL CONFORM TO ASTM A-615 GRADE 60 OF BEAVERTON. OREGON. (THEIR FILE J/FINRPT-2-299, DATED DECEMBER 27, 1996.) ^ ~ UNLESS OTHERWISE NOTED ON THESE DRAWINGS. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS a NTS - CONTAINED IN THAT REPORT U.ESS OTHERWISE DIRECTED BY THE ENGINEER. 2. ALL REINFORCING CALLED OUT AS GALVANIZED SHALL HAVE A CLASS I SEE TECHNICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS Ch COATING IN ACCORDANCE WITH ASTM A767. O. y to ~ 6q NOTICEMLH -- =—— SHEET a o DESIGNED " '" + ++'aio� _ -= -mumylsmithaAssociatesjot ® CITY OF TIOARD RESERVOIR PLAN, SECTION DRAWN (,(� � S— IF THIS BAR DOES AND GENERAL NOTES NOT MEASURE I" JLH/CGP ,� on am MENLOR RESERVOIR THEN NOT D0 SCALERAVANG S CHECKED Q cArtr�,�� +L. `l 121 S.W.Salmon,Suite 1020 Mae 150;1)223-9010 NO. DATE BY REVISION Portland,Oregon 97204 fax 303)225-9022 PROJECT NO.: 96-0341.201 I SCALE: AS SHOWN I DATE: JUNE 1997 17 �F 32 ,+ % RES 12-31-98 EZWaES 6-JO-99 -RUBATEX R423N OR EQUAL NOTES: ALL AROUND TUBING, SEE 1) TIE OFF ALL WATERSTOPS AT 12.OC ON BOTH SIDES AND DETAIL 3 ON OWG S-3 IN BOTH DIRECTIONS 2) REINFORCE THE FLOOR WITH/5 BARS AT 10'OC, EW. • 6'r 8"x 1/4'x 7 1/4'LONG STEEL INSIDE OF TUBING TO BE EPDXY COATED WITH 26'STAGGERED LAPS 4' 4' TUBING GALVANIZE AFTER CUTTING AND DRYPAHCED WITH IC-2S MIX AFTER 3/4'WOODEN LID(TYP) 3) REINFORCE THE WALL FOOTING WITH 12-15 CIRC BARS STRESSING VERTICAL THREAOBARS J' J' WITH 26'STAGGERED LAPS I/2'NUT, WELD TO TUBING(FOR 4) SEE SECTION G AND DETAIL 4 ON DWG S-3 FOR DETAILS OF THE SUPPORTING THREADBAR IN FORM) 4- i WATERSTOP AND BEARING PADS AT THE BASE Of THE WALL. 1/2'I x 4'LONG I�_ ' 1 5) SEE DETAILS J AND 7 ON DWG S-3 FOR DETAILS OF THE ROOF SHEAR 1/2'THICK PADS BETWEEN I/2' OOWELS. TWO J 1/2' 1/2' (HICK PADS CONNECTION AND THE BEARING PADS AT THE TOP OF THE WALL. TOP OF WALL AND ROOF REQUIRED(TYP) 8' SEE NOTE 5 6) AS ROOF, THE FLOOR AND THE WALL FOOTING IN QUADRANTS —� -............. ..................s ....................... ....�....-....................... 7) POU?A 1' THICK LAYER OF IC:IS MIX AT THE BASE OF THE 5'r 5'r 3/16'x 10'LONG STEEL TLSING. 46 KSI , WALL IMMEDIATELY PRIOR TO BEGINNING THE WALL POU?. 0 I/2' PVC RECLET " MIN YIELD, GALV AFTER CUTTING i I 8) POLO 112-1/2' THICK LAYER OF IC'IS MIX AT THE BASE OF THE 4' - _' 1 3/4"r 5'It 6'PLATE(NON-CALV) - 1 WALL FOOTING RECESSES IMMEDIATELY PRIG? TO BEGINNING THE WALL FOOTING P". 1„1 (TYP TOP AND BOTTOM PLATES) T - J 9) WALL FOOTING RECESSES SHALL BE ADE"TELY ROUGWNEO • I IN THE CIRCUMFERENTIAL DIRECTION AND CLEANED OF ALL _ S-3 I CURING COWPOLMS BY SANDBLASTING OR OTHER APPROVED 12 = JJ HAIRPINS, 3 SETS PER VERTICAL THREADBAR(I EXTRA - - METHOD PRIOR TO POI.RINC THE WALL FOOTING. ADEOW TE SET REQUIRED AT VERTICAL WALL JOINTS, SEE DETAIL AT RIGHT) I I i PROTECTION FOR SEISMIC CABLES AND WATERSTOPS MUST BE 4 -/4 CIRC INSIDE HAIRPINS, �— -� PROVIDED DUPING SANDBLASTING. I SEE NOTE 13 10) THE TOP OF THE WALL FOOTING AND FLOOR SHALL RECEIVE A 3' SMOOTH AND HARD STEEL-TROWELLED FINISH. } ll) MAINTAIN CLEARANCE BETWEEN THE INDIVIDUAL STRANDS IN THE SEISMIC CABLE SETS(DO NOT BUNDLE). 12) SEISMIC CABLES NAY�BENT PRIOR TO L 7'(x) TO FIRST/4 TIED �) 13) ALL CIRCUMFERENTIAL REINFORCING MUST EXTEND 2'-6INSTALLATION.'(x) TO VERTICAL TENDON 110- 1 1/4'0 HIGH STRENGTH THREADBARE PAST BOTH ENDS OF THE FIRST WALL SECTION AND ONE END INSIDE 1 1/4'/CLASS 160 PVC PIPE OF ALL INTERMEDIATE WALL SECTIONS IN ORDER TO PROVIDE 2'-0'LAPS CIRCLOFERENTIAL REINFORCING MAY NOT EXTEND PAST E I THER ENO OF THE LAST WALL SECTION. I 4'-0 15/16•(VXrYP) 4 1/2''i' 4 1/2' 1 (DIMENSIONS AT CENTERLINE OF WALL) VERTICAL THREADBAR I/2 THREADBAR - VERTICAL WALL JOINT SPACING RAPPED AND WRAPPED WSTRAND Ir 2 '-0'LAP(TVP) r VINYL PLUG DRIVEN INTO FORM ■[l TIE HOLE, ROUGHEN AND DRYPApf WITH IC:Is MIX(TYP) I I I 14 CIRC 3 I E 6 3/4•(x) T I T T T I T t T I T /5 VERTICAL BA� 5� 4'' 3/8'SHOTCRETE g I TY l I ( 6•-' 9'CIRC PVC WATERSTOP AT WALL BASE RA/5 VERT BETWEEN THREADBARS JO'-0' ----i �(T�) 1 ESL (T )I I JOINT, CONNECT TO 6"PVC WATERSTOP AT VERTICAL WALL JOINTS(ONE EXTRA SET SHOTLRETE AND IN VERTICAL WALL JOINT, SEE DETAIL 8 OFJ HAIRPINS AT TOP AND BOTTOM OF WALL WRAPPED STRAND . . T . . .r ON DWG S-3 FOR WATERSTOP DETAILS ALS REOUIRED.NOT SHOWN FOR CLARITY) INSIDE WALL RADIUS- 71'-0' HOR I ZON TAL SECTION OF VERTICAL WALL JOIN I I 2 NTS - - 1 1/2'CLEAR(TVP ENTIRE INSIDE FACE OF WALL) VERTICAL WALL JOINT(TYPE - AT THE CONTRACTOR'S OPTION SOME OR 5 - /4 CIRC BARS AT 30-(Y-)OG TIED —1= =i=lam— �T= ALL OF THE SEISMIC CABLES AT THE WALL E JOINT MAY BE BENT BAH(SD THEY DO 3/111-0y•6 GALVANIZED STRAND, ABOVE HAIRPINS TO/5 VERTICAL BARS, SEE NOTE 13 / NOi INTERFERE WITH THE WALL JOINT 6 STRANDS PER SET, TIE TO WALL STEEL AS REQUIRED \ / ` \ / /5 x 15'-0'LONC, 3 PER VERTICAL THREADBAR(I EXTRA V^ l (( REQUIRED AT VERTICAL WALL JOINTS, SEE SECTION AT RIGHT) 7'(x) TO FIRST/4 TIED TO VERTICAL TENDON IJ -/4 CIRC BARS AT 25'(x)OC, TIED TO - } VERTICAL THREADBARE, SEE NOTE IJ J' } } t3 : I-CLEAR(TYP ENTIRE= -� p HAIRPINS 3 SETS PER VERTICAL THREADBAR(1 EXTRA 000, I OUTSIDE FACE OF WALL) I_0•(TYP) SET REQUIRED AT VERTICAL WALL JOINTS, SEE SECTION AT RIGHT) 1/4' THICK PLASTIC s 12' - "I EXPANDABLE VALVE / SHIM ORDER EVERY I r 0'(TVP) _ FOR GROUT PUMPING ` ` BAR LEG t I I/2'CLEAR /N' -/1 CIRC INSIDE HAIRPINS, �F /4 UINV /4 CIRC, SEE NOTE 13 SEE NOTE IJ /4 CIRC W I SEE NOTE IJ �� F 11• _ 2,-0• T G 2- /4 CIRC 2•CLEAR(TVP) = S-3 N STIRRUPS /1 CIRC ' 6' ap ` 1 AND BARS 1 1/Z'DEEP KEYWAYS, ROUGHEN SURFACE rT 4'CLEAR(TYP) r TO A 1/4'(x)AMPLITUDE AT FLOOR T 45' T 12'WALL �I Z3 HEAR I 11 TO WALL FOOTING INTERFACE IN A y L I"PADS, FOOTING CIRCUMFERENTIAL DIRECTION, SEE NOTES II SEE NOTE 4 12-/5 CIRC ]�' 8 AND 9 2'CLEAR(TVP) - SEE NOTE J J'CLEAR I /11 �- I I/2'CLEAR RUBA TEX - J` J` 41 - _ —�� - - _ -_ - _ _ - _ - _ SLEEVE(TVP) - 1 n � 9 6 MIL POLY ry SHEETING UNDER 2'-0 112'(!L)(TYP) I 2'-0 I/2'(Y-)(TVP) 11 ENTIRE FLOOR - - - I ' J. 1'-6' 15 1'-6' J' /3 AT 10'OC, EW, � I'-4'(x) I Y I'-4'(Y--) (DIMENSIONS AT CENTER OF WALL) II SEE NOTE 2 I 1 NOTE; N Y 5'-0' 4'-0 15/I6'(xxTYP) WALL AND FOOTING REINFORCING OMITTED FOR CLARITY to 11Y (DIMENSIONS AT CENTERLINE OF WALL) 10 OR II WALL JOINTS REQUIRED, EVENLY SPACED RADIAL SECTION OF WALL AND WALL FOOTING F ELEVATION OF WALL AND WALL FOOTING 0ELEVATION OF VERTICAL WALL JOINT3 a NTS S-1 NTS NTS (L I NOTICE WH -_- _- SHEET o SEE NorE oN Owc s-1aPortland, MR mumy smit�1�Aociltesjot ® RESERVOIR WALL AND a 0 T DESIGNED AND SPECIFICATIONS CITY OF TIGARD i Hl�t SPECIFICATIONS 1 S—w H DESIGAI R QUIRE ENTSEngineers/Planners N1YO F11QARD FOOTING DETAILS1DRAWN DESIGN REQUIREMENTSF T M�U D0a OF TANK MENLOR RESERVOIR NOT MEASURE 1' CHECKED DESIGN CONSTRUXT g TTN�'�� CHECKED DESIGN/CONSTRUCT121 5.I.Salmon.Suite 1020 PAooe 509225-9010 NOT TO SCALE CONTRACTOR. Oregon 97204 fax 509;225-9022 18 OF 32 �^ NO. DATE BY REVISION UPIRES 6-30-99 PROJECT NO.: 96-0341.201 ISCALE: AS SHOWN DATE: JUNE 1997 5 CIRCUMFERENTIAL I NUMBER OF WRAPS HEIGHT ABOVE , l 2-LAYER IN LAYER TOP OF FODRIN TS JXJX3/16 PRESTRESSING NOTES I 30'-01 1 I 9' 1) THE MAXIMUM STRESS TOLERANCE IN ANY STRAND - POURED IN PLACE WALL, AT ANY POINT AT ANY ELEVATION ON THE TANK T�ANCHOR-_ t 12'(NO WRAPS) 0 7 27'-0•SM&MA 221-01 j- 4' REINFORCING AND SHOTCRETE , INSIDE WALL UR • WALL AT ANY TIME DING THE WRAPPING OPERATION ONIrrEO FOR CLARITY SHALL Nor EXCEED X 320 POUNDS FROM THE 0 If T 2) THE VERAGE CONTRACTORORCE�STHALL�IDE3A CONTINUOUSLY fes. Ih'.J,'n`�11 J/ YTFI 1•.CEN rERBI.5. J 1 ' 21'-0• ELECTRONICALLY RECORDED FORCE APPLICATION GRAPH -��yl' SECT 1 ON I FOR THE FULL LENGTH O ALL NCEWRAPPEDTHAT STRAND AS I 0 11 21'-0• I/?• �1 1 1/2• a J/B•A ear PERMANENT DOCUMENTED EVIDENCE THAT IRE FORCE APPLICATIONREQUIREMENTSREQUIREMENTS HAVE BEEN MET. ALL I 0 17 RIGA TEX R423M(OR EQUAL), TOTAL SUCH FORCE READINGS MUST BE BASED ON CONTINUOUS .-� 18'-0' L WIDTH OF BASE PADS AND WA TERSrOP SENSING f>f IRE STRAND BETWEEN THE TENSIONING 6• T IS 1/2'GREATER THAN WIDTH OF WALL, —PVC WATERS/0P, SEE DETAIL 8 DRUM AND THE WALL AS THE STRAND IS BEING LAID INTERMEDIATE ANCHORS I 0 20 I { f/2• PACK TS JXJ WITH HIGH - �� r W� COMPRESS PADS BETWEEN WALL FORMS � THIS DRAWING ON UA WALL. 15'-0"AS REQUIRED IS'-D• L � K BUILD EPDXY IMAEOIATEI, TO PREVENT GROUT LEAKAGE J) AbVNUAI.. INDIVIDUAL, OR INTERMITTENT FORCE READINGS PRIOR TO INSERTING TAKEN WHEN THE STRAND IS IN CELT BODILY CONTACT - _ THICKIN WALL POUR WITH I' LAYERLAYER OF iC,IS MIX, WITH THE WALL WILL NOT 'U'ANCHOR I/2ACCEPTED. 0 2J '(TYP) 4) FORCE READINGS BASED O/ANYTHING OTHER THAN 12'-0' 1_- INSTANTANEOUS MONITORING AS THE STRAND IS BEING L —T- TENSIONED WILL NOT BE ACCEPTED. 0 3/8.0 STRAND CCL ANCHOR p�/� iHp OF FOOTING 3) INTERNAL TENDONS PLACED CIRCILMERENTIALLY INSIDE 9'-O• SECTION 3/4•J ( , �� 1• THE COtEWALI WILL NOT BE ACCEPTED. 0 - - - L J {• l!e[ 6) THE STRAND SHALL BE 318.1 BEFORE GALVANIZING ••-��--��""" CLOSED-CELL PAD, PLACE AFTER 10 DUROMETER BEARING PAD WITH A MINIMUM GALVANIZING OF DOS OUNCES PER B-0" �1 SHOTCRETE- T POURING WALL AND BEFORE I PLACED CONTINUOUSLY $OAARE FOOT AND A MINIMUM BREAKING STRENGTH 0 JJ 2 112• ` APPLICATION OF SHOTECRETE OF 11,400 PORNO$AFTER GALVANIZING. J/4•x I I/1•x 4"BAR I TIE OFF WATERSTOP AT 12"OC, J'-0' 7) THE STRAND SHALL BE INSTALLED AS INDICATED BY SEISMIC CABLE SLEEVE PLACE - - EACH WAY, TOL AND BOTTOM WRAPPING REdU1REAENis 8•(NO WRAPS) I a 28 8) PRIOR TO APPLYING NT CIRCIIERENT IAL PRESTRESSING BOTTOM ANCHOR—+ I'ABOVE TOP OF FOOTING STRAND,APPLY A 3/B' THICK LAYER OF SHOTCRETE , 0'-0" C 4X6.25 OVER THE ENTIRE COREWALL. '�- } ` B' SEISMIC CABLE(TMP) 9) IF MULTIPLE LAYERS or STRAND ARE REQUIRED, PROVIDE WRAPP 1 NG REQUIREMENTS TOP OF WALL FOOTING 1 A-MMINIMUM O-SHOTCRETE COVERAGE BE►WEEN .WALL ANCHOR (WRAPPING REQUIREMENTS ARE BASED STRICTLY ON THE SECTION J 3� 10) PROVIDE 1 f/2'MINIMUM COVERAGE FORCES AND TOLERANCES SPECIFIED IN THE CIRCUMFERENTIAL - OVER THE OUTER LAYER OF STRAND. PRESTRESSING NOTES AND IN THE SPECIFICATIONS)CATIONS) WALL ANCHOR DETAILS / If) ALL SHOTCRETE TO BE APPLIED WI TN AN AUTOMATED 2 5' 4' PROCESS KEEPING THE NOZELS AT AT A CONSTANT DISTANCE WALL BASE JOINT 1DETA I LS G AND ANGLE AS IT TRAVELS AT A UNIFORM BI-DIRECTIONAL SPEED. FINAL SHOTCRETE COVER r0 HAVE A SMOOTH J/4'x 2 1/4•CLOSED-CELL RIBBER PAO FLOAT FINISH. TYP AT EACH CORNER S—2 } I/4' 1/2" ' IV)AL GLUE ALL PADS RASE JOINT NOTES, TOP OF WALL FOOTING WITH CONTACT CEMENT. VERTICAL 1 I j �� 1/2•x 3•x40 DUROMETER 2) FILL ALL VOIDS BETWEEN BASE PAn SEISMIC CABLE SLEEVE AND PRES TRESS 1 NG NOTES 3• BEARING PAD, PLACE CONTIN- WATERSTOP WITH A SOFT MASTIC. UOUSLY AND FIT TIGHTLY I) PRESTRESSING STEEL SHALL BE 1.23'/ / AROUND SQUARE TUBING THREADSARS MEETING THE TENSILE, PHYSICAL, / I•x J 1/2"x 40 DUROMETER BEARING PAD. AND DEFORMATION REQUIREMENTS FOR ASTM B• PLACE CONTINUOUSLY INSIDE WATERSTOP CL WATERSTOP A-722THREA TYPE 11 BARS f/1•C. 5. - - 2) TWfEADBAIRS TO BE HOr-DIP CAL VANIZED TO CONICAL HOLE(TYP U PROVIDE A MINIMUM WIEOHT OF ZINC CQATING TOP AND BOTTOM EQUAL TO 083 OUNCES PER SQUARE FOOT. 3• BEARING PLATES) 1 1/4•CL (TYP) 1 t.1" 1 J) THREADBARS WITH QUENCHED OR TEMPERED 5• TANK RADIAL LINE STEEL$WILL NOT BE ALLOWED. 4) THREADBARE SHALL HAVE A Y"I"CARBON FILL ALL VOIDS BETWEEN RECTANGULAR --•'• i \\\`\ CONTENT OF O.= BEARING PLATE(TYP -� AND S 5) DEFORMATIONS MALL BE UNIFORM WARE TIEING WITH RIBATEX O' ANO SUCH TOP AND BOTTOM) "CL R423N UAR EQUAL) 3 THAT ANY LFNCTH BAR MAY BE CUT AT I- 2 1/2• 2 112• I/4 I 14'x 2 1/4'CLOSED- 1'x 5"RUBATEX R423N SEISMIC CABLE SET(TYP) \\\ CELL RUBBER PAD (OR EQUAL)PAD ANY POINT AND THE INTERNAL THREADS OF THE ' 1/2'x 3•RUBATEX R423N PROPER NUT CAN BE FREELY THREADED ONTO THE BAR. (OR EQUAL)PAD. 2 REQUIRED. 6) MINIMUM ULTIMATE STRENGTH OF THE NUT MUST --- _ _ FIT TIGHTLY AROUND SQUARE - EQUAL AT LEAST 93X OF THE MINIMUM ULTIMATE SQUARE STEEL TUBING /'�\ - TUBING PLAN OF PADS AT WALL BASE JOINT 4 STRENGTH OF THE BAR. (46 KSI YIN YIELD) 7) DURING EACH WALL POUR,FLUSH THE VERTICAL THREADBARS WITH CLEAN WATER FROM A HOSEANCHO7 NUT WITH '- A 1 PLACED THROUGH AN OPENING IN THE WOODEN BALL SHAPED CONNECTION 3 CAP OVER THE WALL TUBE. 'T'S• TYP TOP AND BOTTOM B 8) EACH VERTICAL TENDON SHALL BE STRESSED ( (VERTICAL THREADBARS,NUTS AND BEARING PLATES OMITTED FOR - TWICE AS FOLOWS BEARING PLATES) C.ARI TY, VERIFY ALIGNMENT AND CLEARANCES DURING WALL POUR) C D INITIAL O FORCE ELONGATION T_ CONICAL HOLE(TYP WCL i0 ROOF CONNECTION NOTES: BEFORE WRAPPING 62.39 K (t60' 1 3 4• TOP AND BOTTOM 1) CLUE ALL PADS TO TOP OF WALL WITH CONTACT AFTER SHOTCRETE IJ7.3 K 1.31" / BEARING PLATES) CEMENT EXCEPT CLOSED-CELL PAD WHICH IS CLUED TO UNDERSIDE OF ROOF AFTER WALL IS �-BEARING PLATE(TMP POURED E NLNBER OF RIBS PER SIDE F 9) GROUT PIMP EACH VERTICAL TMREADBAR FROM TOP AND BOTTOM) 2) FILL ALL VOIDS BETWEEN WALL, ROOF PADS THE BRITON GROUT CONNECTION WITH A ENTIRE AND TUBING WITH A SOFT MASTIC. WATER INSENSITIVE EPDXY TIONTIL THEAS ENTIRE NUT HIGH STRENGTH THREADBAR GREEN- CO THE TOP ANCHOR CLVNNECT/EM HAS BEEN LOCATION A B C D E F VINYLEX STREAK COVERED. THEN ORYPACK THIS REMAINDER OF THE TUBING DE WITH A IC2STUBING MIA( IMMEDIATELY AFTER THE THREADBAR, NUT, AND WALL TO WALL 7 INSIDE OF THE TERING HAS BEEN COATED WITH ROOF REINFORCING 9' 1' 318' J/8• os 1/1• R99-38H 735 EPDXY. IN LIEU OF DRYPACTIND THE TUBING MAY BEAR I NG H OMITTED FOR CLARITY FOOTING 8 Fd BE FILLED WITH PEAGRAVEL PRIOR TO GROUT VERTICAL WALL 1/4• PILLING AND THE ENTIRE TUBING MAY BE PIMPED (TOP ANCHOR SHOWN, BOTTOM ANCHOR SIMILAR) S-2 2 1/1' JOINTS., 6' 3/8' ON 7 R6-38 78J fULL O'GROUT. J' J'J' 10) IN57ALATlOI O'TIRE VERTICAL THOEADBARS FLOOR JOINT 7/16• IS SHOWN ON DWG$-2. + FLOOR TO PIPE 518• 3/32" 3/32• O T PVC SHOTCRETE REGLET L 1�• BLOCKS 4' a 3/16• a 5 ORR94-316 702 3/B'0 GALVANIZED STRAND 3/4• J/16• I/4' MIS-20.000 LBS/STRAID 4'(X) q RUGATEX R12JN(OR EQUAL) RIBATEX R12JN(OR EQUAL)PADS f (6 STRANDS PER SET) 6 3/8• 940TCRETE AND WRAPPED STRAND 718• 7 I/4' o>, 40 DUROMETER BEARING PAD. ROOF JOINT 6' Or J/8' J/8" a OR R96-38H 7J2 1 3/8' 3/8•-�{ {�- 1 1+/2" PLACE CQNTINUO/$LY BE 1• 8 9/32' b 45. 318.0 GALVANIZED STRAND(TYP) Z 2 112• VERTICAL THREADBARS AND WALL SQUARE TIEING I1 1• I 5 AT 719' 1' 1• I REINFORCING NOT SHOWN FOR CLARI TY .SEE NOTE 1 BELOW 3'-0' V-2' / 5'-0' RIBA TEX R423N(USE TWO-tet I 1 I 6 Jam• I �l SIDEROO CLOSED-CELLPAF, GLUE i0 ENDER 1)T NO CENTERTBUAB ALLOWED IN THE WATERSiOP FOR THE _ PIECES GLUED TOGETHER - SIDE OF ROOF AFTER POURING WALL O O WITH RUBATEX GLUE) _ AND BEFORE APPLICATION OF SHOTCRETEto VERTICAL WALL JOINTS. 2) SEE r5 REQUIREMENTS (100 ALL SPLICES CESSHA BE MADE RATIONS FOREN RIAL ACCORDANCE WITH THE PLAN OF SEISMIC CABLE SET i (110 SETS IN EACH DIRECTION, 220 SETS TOTAL) SECTION OF SEISMIC CARLF SETs WALL TO ROOF CONNECTION DETA II S ] MANUFACTURER'S RECOMMENDATIONS WA TERSTOP SCHEDULEs U) PRESTRESSING DETAILS, SHEET W NOTICE IG SEE NOTE I DWG 5-Ia,"A44 Murry Smit68cAssociates nc. a O t DESIGNED AND TECHNICAL - - p ® CITY OF TfA D SPECIFICATIONS - l) V r VA97 MISCELLANEOUS JOINT DETAILS, W HGM' REGARDING STRUCTURALEngineers/Planners «r,roF, c S-3 tD = I IT THIS BAR DOES DRAWN DESIGN REQUIREMENTS NOT MEASURING IS CGECKE OF TANK AND SEISMIC CABLE DETAILS TEEN DRAWING IS DESIGN/CONSTRUCT o09oH� MENLOR RESERVOIR NOT TO SCALE CHECKED CONTRACTOR. 21 S.lt.S re on, Suite 1020 Phone (503)225-9010NO. DATE BY REVISION ortland,Oregon 97204 Fax (503)225-9022 19 OF 32 EXPIRES 6-30-99 PROJECT NO.: 96-0341.201 1 SCALE: AS SHOWN 1 PATE: ,NNE 1997 c LEGEND -GALV._TOP SPLICE BAR CENTERED ON JOINT 'C" COLUMN STRIP E K E (1'-0 LONG FOR N BAR, 5'-0'LONG FOR SIKAFLEX-2C SEALANT(OR EQUAL) - 15 BR AT SAME SPACING AND SIZE AS -0- AND K K E PVC WATERSTOP, SEE '� "J BARS' PLACE BR AT SAME ELEVATION BIC I I sw I I B&C I I sw "M" MIDDLE STRIP - -- AS REINFORCING THAT IS CUT I I I 1 I I DETAIL B ER DWG SEE • r-11 G Ir-11 G Ir-11 C Ir_1 r_1 Ir-ll Ir-- r_1 2 - 14 BARS ALONG JOINT IN ADDITION L x'11 L-J L-,J L�IJI G LOCATION AND DETAIL 7 DETAIL 2 ON 15 OWG DOER 5-1 FQR IL_J 1-cLH +c��-- L-JI H STIRRUP A/SAME SPACING AS "D' i0 REOA.AR ROOF REINFORCING(TYP I I I K AND J"BARS(SEE DETAIL 1 THIS DWG) 1" EACH SIDE OF JOINT) I _ ( I ROOF VENT(SEE DETAIL 2 ON DWG S-I FOR E 1 K F I L I F I l I F I L I F a 1 E 2'-0' CLEAN(TYP) I i REINFORCING AT ROOF OPENINGS) I I 1/2" 1 I/2' ow 1 C 1 I I I 1 LOCATION AND DETAIL 7 ON THIS DWG FOR I I I I t I I Ir--1 I aw 0-I I I Ir I t I O r-1 r_1 r_1 r-1 r_1 `•' 1 1 Q I 1 I JW I .� I JW 1 Q I J6H I J 1 I J 1 REINFORCING AT ROOF OPENINGS) +d+-—+tet i+—}1 c� P2 Iz�—-+eLf _� uu.r: �r✓ul�rumenw rein . .mule(u.r 1L JI IL JI IL JI IL J L_J1 L J1 IL JI IL_JI IL_J IL JI IL JI IL_JI 1 I 1 1 I I ` I I I I 1 2'-0" 4' L I 1/2"CLEAR(TYP) G CTION SHOWN ONLY)I 06C I -_I D6C�p6C 1_ I D6C I I D&C -I O&CC G PROVIDE 12 "K"BARS IN THIS K I F I L I F I O I F I L I F I L I F I L I F I K WHEN•CLEAR STTIRRRU.P(TYP IS ORIENTED IN TRANSVERSE GALV. BOTTOM SPLICE BAR CENTERED ON JOINT 17 1I 7 1I I7 1I I7_1I Ir_1I I7 11 LOCATION(TYP 4 PLACES) Al-� r I Ir I 1If 1 DIRECTION, LOCATE BETWEEN REINFORCING #5 8- LONG FOR 14 SBR. 5'-0'LONG FOR JAN J&H I 1 J. IL I I J. I4 2-F{I- - IL AND LOWERMOST LAYERS OF REINFORCING 15 BRj AT SAME SPACING AND SIZE AS 'L" IL_J IL_J L_J L_J L_JI L_JI 1L_J IL_J L_J L_J L_J1 L_JI RO 'F BARS. PLACE BR AT SAME ELEVATION PROVIDE 13 "G'BARS IN THIS 1 AS REINFORCING THAT 15 T LOCATION(TYP 4 PLACES) 1 I I 1 I I� I I �fp�4—-�!�—C -1 -rt�--- L I I L ` 1 L I ` I L I 1 L-IIARS IN THIS ` I L-II ` L ROOF JO I NT DETA 1 L 3 1 -11 1 11 I I J H I' �'I I J6M I I JNi I I JAN 1 111 J64 1011 PROVIDE LOCAT ION (TYP 2 PLACES) -TI-' - `� J 1 I L_J r (R JOINTS A T LOCATIONS SHOWN ON DWG 5-1) frE G L JI L JI IL_JI IL_JI IL_J IL_J G L JI L_JI 1 1 I I I I 6" _1_1__1-1__J_1__�____1_I K I F I L I F 1 L I F I L 1 F I L I F L I F I K 1 1/2"CLEAR 24" r REGULAR ROOF REINFORCING !!! I BIC I Ow I I D6C ( I D&C O&C I I BRC I I I I 7-1 r'1 r-1 r-'1 7--11 r-1 I7-1 7'1 r-1 7-1 7-11 r-11 1 1/2"CLEAN TYP �'` I Jtl/ 1 �� I JMR I 11 I 1 �� 1 c+I--+-11 —ii<-I I—1-�- �I--—-(+2-h- ( ) /4 STIRRUPS, ONE PER HAIRPIN ■■ss L_JI G L_JI IL-JI IL-JI IL_J IL_J L_J1 L_JI IL-JI IL_JI IL_J IL-J A 'a 1 - 1 1 -_ I I _ I G ' E I a I I I I I I I I E 6 - /4 CIRC BARS --I� -_' I I F L F L F L F K -------------- \ I B6C BIC B6C B6C I / K Ir-1I r_1 I7_1I r_1I r--_- I Q 11 11 I I 11 11 :L--'j I �' I .+.ca-1-- 1'J 4'(x) L 1 I/2'CLEAR(TYP) (L_JI G IL_JI G IL_J1 C IL_JI L JI IL J�KE L JL J 3/4'DRIP STOP— HAIRPIN Ar 24'OG E K E K E I o. WITH 22'LAP TO ITSELF ��------ --T--- —0'CLEAR(TYP DIRECTION SHOWN ONLY). WHEN HAIRPIN IS ORIENTED IN TRANSVERSE DIRECTION, LOCATE L C BETWEEN UPPERMOST AND LOWER- - - MOST LAYERS OF REINFORCING. SEE M M DETAIL 5, THIS DWG ROOF EDGE RE I NFORC 1 NG AND "A" BAR DETAILS 0 10'-6-10'-6-10'-5'10'-6'10'-6'10'-6'1 10'-6110'-6"IO'-6' 10'-6'10'-6"10'-6'10'-6'10'-6^10'-6`10-6'10-6'10'-6'10'-6'10'-6" C M C M C M C M C M C I C M C M C M C M C M C l DIRECTION WHI HAIRPINS MUST BE OR E ROOF SLAB DIAMETER= 145'-0' ROOF SLAB DIAMETER= 145' i PLAN OF ROOF REINFORCING IN TOP MAT IN ONE DIRECTION ( ROOF IN 2 Y /RECTION WHI (REINFORCING IN THE TRANSVERSE DIRECTION SIMILAR,SEE DETAIL 6 THIS DWG FOR BR SIZE, SPACING, AND LENGTHS) - REINFORCING IN THE TRANSVERSE DIRECTION SIMILAR, SEE DETAIL 6 THIS OWC FOR BAR SIZE. SPACING, AND LENGTHS - / HAIRPINS ORIENTEDT i X /DIRECTION OF REGU.AR REINFORCIN VARIES 10'-6' 10'-6' 10'-6` _ 10'-6' _ i RAR DETAILS f BAR DETAILS I BAR DETAILS f I BAR DETAILS f 1 I/2"CL (TYP) 12' 12' t 5'-J' 12 - 12" I -I PLANHAIRPIN ORIENTATI 'Jr F SI EAELLENGTH 1 S118EA LENGTH i I EA LENGTH i ImEA LENGTH 7- R + I 0 D (ONE QUADRANT SHOWN, OTHER QUADRANTS SIMILAR) A SEE DETAIL B 6 VRIES C 05 5 10'-6' O:Il 61, 23'-0' f C C N p I 6" A E + 12' � 12' F L 0"(TYP) 12' }- 12" F 12'��} 12" F 5'-0'(TMP- E 15 II VRIES F 15 11 23'-0' G N 11 VRIES H 14 5 10'-6' 1 - J 14 6 23'-0' K 14 11 VARIES L 14 11 23'-0" 1 1/2"CL (TMP)-� I i DROP PANEL (TYP) I r I I r \ 5-0"(TMP) �Cd.WN(TMP) ROOF EDGE, SEE DETAIL 4 THIS DWG TYP 1 CAL REINFORCING IN COLUMN STAN 1 PS SECTION I/ 11I E T (VERTICAL SCALE EXAGGERATED, REINFORCING IN TRANSVERSE DIRECTION SIMILAR. BUT OMITTED FOR CLARITY) J ` OPENING FOR HATCH 5 /4 x 5 \� TYP OR ROOF VENT N '-0` I) WHERE SHORT BARS ARE USED IN THE SAME BAY WITH LONGER BARS,ALTERNATE VARIES 10'-6" 10'-6" _ 10'-6" 10'-6' / PLACING THE SHORT BARS WITH THE LONGER BARS ACROSS THE WHOLE BAY. Z) SPLICES SHALL ONLY BE ALLOWED AT LOCATIONS SHOWN ON THIS DRAWING 5'-J' 5'-J' _ _ J) AT THE CONTRACTOR'S OPTION, WITHIN ANY BAY, THE BARS FROM ONE SPR MAY 1 1/2'CL (TYP)-1 12 t4 12' ` ( 12'�-�H- 12" I I \ / -AS REQUIRED REINFORCING BE EXTENDED TO PROVIDE THE STEEL FOR THE NEXT ADJACENT SPAN. IF BARS T G I 1 J I I I J AS REQUIRED(SEE NOTE I) O OF DIFFERENT SIZES ARE USED IN ADJACENT SPANS AND THE CONTRACTOR ELECTS T q 1 TO EXTEND THE STEEL FROM ONE SPR TO THE NEXT, THE LARGER SIZE BR B" A-94L BE USED. K ` 12'�� 12' L L 0'(TMP) 12' � I?' H 12' }- 12' L 4) NOµ791l OR 'CARRIER'BARS MAY BE USED IN THE BOTTOM MAT OF REINFORCING. ` L IREINFORCING AT ROOF OPENIN J 5) THE LOWER LAYER OF REINFORCING IN THE BOTTOM MAT SHALL BE PLACED IN THE 1 1/2"CL (TYP)-1 1 1 — SAME DIRECTION AS THE LPPER LAYER OF REINFORCING IN THE TOP MAT 6� i CENTERLINE OF TRANSVERSE COLUMN STRIP(TMP) PROVIDE 1 OF COVER FOR THE LOWER LAYER OF REINFORCING IN THE BOTTOM 1) ADD REINFORCING EQUAL TO DOUBLE THAT WHICH INTERSECTS ti MAT AND 1 'O'COVER FOR THE UPPER LAYER OF REINFORCING IN THE TOP MAT. ///�,,�^,,,��` THE OPENING AND PLACE HALF OF THE ADDED REINFORCING otOi N ` ROOF EDGE, SEE DETAIL 4 THIS DWG TYP I CAL REI NFORC 1 NG IN MIDDLE STR 1 PS SECTION ON EACH SIDE OF THE OPENING. ////��^..��` T (VERTICAL SCALE EXAGGERATED, REINFORCING IN TRANSVERSE DIRECTION SIMILAR, BUT OMITTED FOR CLARITY) 2) STOP ALL REGULAR REINFORCING WHICH INTERSECTS THE o ROOF REINFORCING SCHEDULE OPENING 2 CLEAN SHALL THE OPENING DN ALL SIDES. J) BARS BETWEERE N�RENGULAROOF REINFORCING BARS.ACED WITH TWO ADDED 4) LOCATE THE ADDED REINFORCING AT THE SAME ELEVATION AS a. REINFORCING THAT IS CUT TO AVOID OPENING. 1 NOTICESHEET MLN SEE NOTE ON DWG S-I 0 t DESIGNED SANDPE IFICATIONS I MQM�Smith,lASSocittesl ROOF REINFROCINO DETAILS a Hpl SPECIFICATIONS _ —- - I CITY OF TIOARD y REGARDING STRUCTURAL Ea Qineers/P11�IlCIS Ip�1f OF 110I1RD S-4 g � IF THIS BAR DOES DESICN REQUIREMENTS alana„ = = S AND ROOF JOINT DETAILS NOT MEASURE t' CGPiJLH „ �,a,� I MENLOR RESERVOIR v THENNOT SING 5 CHECKED DESIGN/CONSTRUCT ONSTRUCT OR. �L `Sdi 121 S.E.Salmon, suite 1020 Phone 509 225-9010 N0. DATE BY REVISION Portland,Oregon 97201 fax 5033 225-6022 20 OF 32 DO�RES 6-a0-99 PROTECT NO.: 96-0341.201 SCALE: AS SHOWN 1 DATE: JUNE 1997 r-6•(SQUARE) PVC WA TERSTOP,SEE- 1'-1• rwo-WASE FLAT SLAB ROLL DETAIL IO ON Dwc S-J N /•ROOF I 3"00, I f(ROOF REINFORCING NOT SHOWN) TIE OFF ALL wATERSTGPS i AT 12.OC ON BOTH SIDES IN BOTH DIRECTIONS a•DROP PANEL i,• SEALANT JOINT KONG f ROLG4EN SULFACE FLOOR AND WALL FOOTING IZ' ALL TIE WIRES MUST BE BEN! UP SPLICE SPIRAL REINFORCING /'PVL WA TERSTOP IN FLOOR JOINT JOINTS,SEE DETAIL 4 ON ONE FILL REVOLUTION AND BENT IP INTO FOOTING JOINT THIS DRAWING I ENTIRELY WI rHIN SPIRAL, INSPECT GHLY B MIL POLY SHEETING �) I I �� COLWR REINFORCING ANDTHO &FORWE UNDER ENTIRE L !I ' 6.i«p AFTER FABRICATION NO BEFORE ENCLOSING IN FORM 34 ■■■fff I SLIP PAD `-BASE MATERIAL.SEE - SP'EL"""TIDNs FOR°E'""5 COLLAWN—ROOF CONNECT ION 2 RADIAL SECTION OF WALL FOOTING AND FLOOR JOINT (FLOOR AND WALL FOOTING REINFORCING NOT SHOWN,SEE DETAIL /ON DWG 5-I FOR JOINT LOCATIONS) a-IS VERTICAL BARS 1$•CLEAR 1/2-0 SMOOTH OR DEFORMED SPIRAL REINFORCING AT Jlf•PITC/ 24*0 CaUM CONCRETE OR PLASTIC SPACER 0 COLUMN SECTI O ALL WATERSTOP WELDS TO BE PER MANUFACTURERS RECOMMENDATIONS 4000 PSI ADOBE OR HILI STRENGTH PLASTIC LAP SPLICE VERTICAL REINFORCING 39' PVC WATERSTOP.SEE FLOOR AND FOOTING JOINT,LOCATION OF FOOTING JOINT SPACER DISC.LAE 8 SPACERS AT OM, r HORIZONTALLY,START AT TOP AND BOTTOM, DETAIL/ON DWG S-J / SHALL COINCIDE WITH LOCATION OF FLOOR JOINT PLACE HORIZONTAL ROWS AT 36•MAXIMUM Q / VERTICAL SPACING HILI STRENGTH ADOBES OR PLASTIC SPACER DISCS MUST BE OF SUFFICIENT SIZE,STRENGTH AND SPACING r0 - WAIN TERSTOP CENTERBUB HOLD REINFORCINGPROPER COVERAGE DURING THE ENTPLACE AND TO IRE FABRICATION.ERECTION AND CONCRETE PLACING 6'PVC WATERSTOP IN OPERATIONS%ADEQUACY OF SPACERS MUST FLOOR JOINT AND BENT ADDITIONALE5 ALONG JOINT. ��'R FLOOR BE DEMONSTRATED PRIOR r0 USE 17j•DEEP x S' 8•M REINFORCING I� ACES$ROUGHEN W INTO FOOT/NG JOIN! �GYP BOTH SIDES OF JOINT, i t B I• .. . RELLLAR FLOOR REINFORCING 6 MIL POLY SHEETING 1'- B'-0•(SQUARE) H 1/'WIDE x Jlj•THICK CONCRETE-11 6' ( 6• 6' I 6' I 3 SLIP PAD ALONG JOINr•CENTER 1 15 At 3'-0•LONG AT 10.ON CENTER, TOP AND BOTTOM.CENTERED ON AND B- 'k•I SS ANCHORS _ UNDER JOINT,NO REBAR REQUIRED PERPENDICLLAR TO JOINT,HOT DIP GALVANIZE.LOCATE BELOW WATERSTOP IN SLAB WITH 2•MIN EMSEDIPNr --- TYPICAL FLOOR REINFORCING IN ONE DIRECTION TYPICAL FLOOR REINFORCING IN TRANSVERSE DIRECTIOW— SECTION GREEN (WALL FOOTING REINFORCING NOT SHOWN) _ EQUAL)ECK CRs-J6(OR ^ EQUAL)ROOF VENT j Z-N HOOPS WITH 10•LAP, REGUAR ROOF REINFORCING NOT PLACE DIRECTLY BENEATH SHOWN,STOP ALL REINFORCING REGULAR FLOOR REINFORCING THAI INTERSECTS OPENING 2' Aim /{■{ �- NEAR OF OPENING SEE DETAIL 5'-6•0 COLUMN FOOTING RECESS l RE N D Us-4 FOR Awi NG REQUIREMENTS CENTERED UNDER COLUMN I/1 EVENLY SPACED j BARS IAROI.ND VENT J /•1c TYP W SIKAFLEX-2c(OR EQUAL)SEALANT, WITH p CIRC BAR ALL ARORO I ( )( ) E a"�'RFiHxe uRDElvsu"'iAN'o HORIZONTAL 6•(ALL ARIXNO) 6"00(TMP) O I �•1 I J'-10• (SUM" ) COLUMN FOOTING ABOVE r �"T p/�/��.jJ,(EE�/ ELEVATION ROUGHEN SURFACE,SEE NOTE J _ GALVANIZED/S x 5'-0'LONG AT lo•ON ROOF VENT ENT DETAIL _ R� CENTFEAR, TOP AND BDrTOM.CENTERED ON PLAN OF COLUMN FOOTING RECESS6 a AND PERPENOHCLLAR TO JOINT O I 9 cauaN NOTES' FLOOR JOINT FLOORALANDETA I LDETA IL , T \ I) POLAR A I•THICK LAYER OF(IC:IS)MIX AT THE BASE OF THE h (SUBGRAOE AND CONCRETE SLIP PAD NOT SHOWN) C J// COLUMNS IMIEDIATELY PRIOR TO BEGINNING THE COLLMN P". 2) LAYER FOOTING RECESS IMMEDIATELY' PRIORTO BEC BEGINNING THE COLUM FOON ING POUR. J) COLTlA1N FOOTING RECESSES SHALL BE ADEQUATELY ROUGHENED M AND CLEANED OF CURING COVPOIMOS BY SANDBLASTING OR V1 EQUAL.PRIOR TO POURING THE COLUM FOOTING O Obi i CL W U Y�HH SEE NOTE ON DWG S-I LM _ w NOTICE SHEET �W --___---_ _ 4 0 h T DESIGNED AND TECHNICAL HCM SPEC FI CA r DNS �UrClySmit! CITY hdcASSoclateS,Inc. ® ^�y OF TIGAA-RD /COLUMN ROOF VENT AND - - _ _ — t j I DRAWN /7EGAROINC REQUSrRUCTURAL _ _ -Bn ineers/PhnnelS I IF THUS BDOES DESIGN IREMENTS = - _ A I NOT MEASURE 1• C as/JJLH OF TANK �, ,�, $ q�pp CM OF " MENLOR RESERVOIR FLOOR JOINT DETAILS S-5 AR THEN DRANWIG IS DESIGYN/CONSTRUCT U NOT TO SCALE CHECKED CONTRACTOR. M L � 121 S.W.Salmon,Suite 1020 Phone 509 225-9010 3 NOT TO SCALENO. DATE BY, REVISION EXPMLES 6-30-99 Portland,Oregon 97201 Fax �509�225-9022 21 OF 32 PROJECT NO.: 96-0341.201 SCALE: AS SHOWN I DATE: JUNE 1997 s INSTALL RIM OF DRAIN CONNECT BRACKET TO TOP OF TANK II'-0" FLUSH WITH FLOOR --4'-6" I L � POR BRACKET W/ " EPDXY SST AHR, TYP OF 4 CONC PIPE IE ORA IN- 377.5 FIN GR � RESERVOIR 16 x 12 3" —L THK 7 91.OCKINSTALL IN PIPE BLOCK I'-9" 5'-0' 2'-8"- EL=388% f WALL OUTLET, SEE RED 8" 1 12" SUPPORT EL=411 _T"\ SIM TO OF PIPING �2" WASHDOWN/SENSING LINE 1 BRACKET BAFFLE 18" OUTLET /E= 378.33 SEE DET 5 DETAIL TO 16' 45' —� ° PIPE 12' OVERFLOW /12` ORA IN X-- R 6 RIGHT TYP OF 4 OF EL=410 5£E DET PIPE, SEE OET / PIPE / BEND 16" INLET r SIM TO J ON DWG S-6� Vie" -CONN EA SEEvz�-4" HIGH PIPING TY _ (�p \ �\ n CONC CURB �` „ BRACKETS TO oarBLoac u + BOND oa soiA9 WALL , 9. R �'-'i S W�Z cr SST BOLTS THK FOR � " FDN o :�, i� 1'-0 - - NUTS AND OUTLET PIPE_ _ -- --- ---_--- -- - �� ABOVE I �� \ ° _- / SERVO 1 R WALL 4 1I6" STL PIPE ° ° WASHER \\\ ovE 16" eFv X BAFFLE DETA I L ip Io 6'% F'- h BAFFLE NOTES: _ — — / i' •� FLEXTEND FLEX STL PIPE I. BAFFLES AND BRACKETS o ° °p -' -- - — - — — -" 12" MIN i ;�-2" SCHED 40 SST PIPE EXP JT a ° _ ° ( 6 D 1 PIPE I TO BE A36 STEEL. TYP__--__ / / FLG x MJ p• o / 2. SEAL WELD ALL WELD _ _ __ ___ _ 2" I NSUIL FLG JOINT, I 12" MIN CONNECT I ONS. _,--- - _+ - WALL ,—SEE DET 5 ON SHT C-12 ° 12" MIN 3. PAINT SIM i0 PIPE. NO SL=IX CUTTING OR DRILLING 1'-4' FDN 2" BRONZE GV, FLG x FLG 11 2-12" FLEX F (ABOVE) - //"� l IE=377.0 OF STEEL PERMITTED FIN GR L � _�2" BRASS PIPE, FLC x THRD ° FOLLOWING PAINTING CPUC W/ L - CONFORMING TO ASTM 843 ° ° 12" MIN 4. PROVIDE NEOPRENE R EL=385% PIPESTOP RESERVOIR _SEE SECTION _ <ET ) 2" BRASS FLEX TEND IO'-3V 12" MIN ! ° WASHERS BETWEEN SEE SPECS 16" 90BEND, FLG STEELWASHERS AND WALL, ABOVE .0 FOR BLOCK FLEX EXP JT, SEE SPECSPAINTED STEEL. INSl1L FLG 5THK FOR OVERFL W N NOTE: INSTALL 2" SENSING/WASHDOWN PIPING IN INLET PIPING PIPE BLOCK. I-6" JT TYPPIPE &DRAIN 16 INL �— SEE SPEC C- SECTI 12PIPING ENTRANCE PLAN " FLEXTEND 12" BFV, °a SCALE: "=1'-0" - FLG x FLG I ° °q STL PIPE � SHEET NOTES: SCALE: "=1'-0" - FLEX EXP JT, 1. PIPING ENCASED IN CONCRETE TO BE FLANGED DUCTILE IRON FLG x MJ DI PIPE ° PIPE UNLESS OTHERWISE NOTED, 2-�"I SST BOLTS W/ ' 2. ALL EXPOSED PIPING IN RESERVOIR SHALL BE PAINT LINED UNLESS LOCKNUTS (TYP). USE SLOTTED I a° 12" MIN 6" OTHERWISE NOTED, SEE SPECS. EXTEND PAINT COATING 3" INTO HOLES FOR ADJUSTMENT —SL=2X MIN I 6" FLEXTEND FLEX EXP JT CONCRETE AT FLOOR PIPING PENETRATIONS. ° °, FLG x MJ. SEE SPECS, TYP 3. PROVIDE INSUL FLG JT BETWEEN DISSIMILAR PIPE MATERIALS, SEE + TYP I EL= 377,5 SPECS AND DET 5 SHT C-12. �" 6'15V 4 ° / OUTLET, OVERFLOW & DRAIN 4. ALL STEEL PIPING SHALL BE PRIMED AND PAINTED. WELDING, DRILLING, !j" 0 SST BOLT (TYP)PIPE RiTRANCE PLAN J/ I CUTTING OF PIPE SECTIONS OR WELDING OF APPURTENANCES TO PIPE, 12"x12" TEE 12" 90' BEND, FLG WILL NOT BE ALLOWED FOLLOWING PAINTING. 30 STL PIPING FLCxFLC SCALE. "=1'-0' M OVER(IQW PIPE ENTRANCE DET "OSS T E%BOLT 30' %YY) SST PIPE CLAMP, SIZE AS REO'D 0TIES, SCALE: =I -0 _ n . 4'-2" ROUND EDGE &PAINT MIN EMBEDMENT -� 1. OVERFLOW PIPE SECTIONS TO BE 10'-0" MAX LENGTH. \ 24" X /6" X %" SST PL PROVIDE FLANGES BETWEEN PIPE SECTIONS. - 2. ALL HOLES IN PIPE AND APPERTENANCES TO BE DRILLED. EL 380.0 I a _E 6" 6" FLOOR SLAB 2 - 3" x 3" x %" SS *4"r SMITH 3" 11570 SCUPPER I ANGLES BACK TO BACKIN OR APPVDEQUAL OVERFLOW HOOD AND PIPE BRACKET NOTES:9• MIH30 MIL POLY I) USE SS 316 FOR ALL BOLTS NOT FUILLY ENCASED DRAIN SCUPPER 6" NIPPLEROOF SHEETING IN CONC UNLESS OTHERWISE NOTED.TYP ALL 5'-11 " 2) WHERE SS BOLTS UA�RE IN CONTACT WINDISCIMILARPADS _ � 45' ELBOWSL:2X MIN PIPE BLOCKS WASHE SUTO ELECTRCALLYL SOLATEhHIttTHE BOLTS. -3) PROVIDE NEOPRENE GASKET BETWEEN PIPE CLAMP1E=375.5 AND P1PE.- 8" MAX COUPLER/° 18"12' MIN 90' BEND, FLGPIPE BRACKET DETAILS SECTION EDGE OFREDUCER - J SCALE: t"=I'-0" _ ARCH 1 TECTU2AL 12' MIN RELIEF SECTI A_ �3 SCALE: DOWNSPOUT NOTES: y o 9 W W ?" SST WORCHESTER I) SPACER PLATES AND STRAPS TO BE MAN(IFACTLNRED OF CARBON STEEL 2 " 0 PIPE 2" 3' " THICK STRAP FF BALL VALVE, THD SERIES WITH A MINIMUM YIELD STRENGTH OF 30 KSI. x ie b VD EQUAL i 2) SPACER PLATES AND STRAPS TO BE HOT-DIP GALVANIZED AFTER - -(TYP, BOLT TO WALL S/KAFLEX-2C SL 59 OR APPR2 X 2/� SST P< W/ �j" f ANCHORS, N FABRICATION AND DRILLING. ¢ h SEALANT (OR EQUAL)- 1" (TYP) OP F 2`SST 90' ELB, MALE X MALE 3) PIPE TO BE SCHEDULE 10 MIN. SEE NOTES 6 &8 FLppR THD REDUCER F' 40 OLNROMETER NEOPRENE PAO "(TYP WELD X THRD, NPT 4) PIPE, NIPPLES AND COUPLERS TO BE PURCHASED GALVANIZED. COLD GALVANIZE o A q1 THREADED ENDS OF ALL PIPES AND FITTINGS. 1 2" x 8" SPACER PLATES OF 5) PLACE DRAIN TO CLEAR ROOF STEEL BY 2" (TYP.), SOME /4 CIRC. BARS IN ROOF 2 VARYING THICKNESS WITH - T 6" FLOOR 6" EDGE MAY TOUCH PIPE FITTINGS TO MAINTAIN REQUIRED CONCRETE COVERAGE. PRE-DRILLED HOLES BEHIND 6) USE SS 316 FOR ALL BOLTS UNLESS NOTED OTHERWISE. ■,,■ SUPPORT STRAPS o -- --- 3 7) WHERE SS BOLTS ARE /N CONTACT WITH DISSIMILAR METALS, USE INSULATING 'O a INTERSECTS OPESTOP ALL NING 2E CLEAR �L THAT ALLPAROI�DEPIPE SLEEVES AND PHENOLIC WASHERS TO ELECTRICALLY ISOLATE THE BOLTS. 3� �• 1'-8" MAX I'-0"1 8) WHERE SS BOLTS ARE PLACED IN THE WALL EXTERIOR, DRILL AND PLACE AFTER Ila OF OPENING, ADD STEEL EQUAL y WRAPPING AND BEFORE SHOTCRETING. TAKE EXTREME CARE TO AVOID DAMAGING GROUND LEVEL I TO THAT REMOVED ON ALL FOUR 6„(%) PRESTRESSING STRAND. PLACE A STEEL PIPE AROUND THE DRILL BIT TO KEEP BIT i SIDES OF OPENING, EXTEND } 3"x/" SST -='I - it _ 2'-0"MIN SEEP RING FROM COMING IN CONTACT WITH THE STRAND. INSERT BOLTS BEFORE SHOTCRETING -ili c o THIS EXTRA STEEL 5'-0'PAST 2" SCHED 40 TO MARK HOLE LOCATION. PACK HOLE IN SHOTCRETE WITH EPDXY BEFORE FINAL COVER t\ - �_! EDGE OF PIPE OPENING SST PIPE WELD TO PIPE INSTALLATION OF BOLTS TO INSURE COMPLETE COVERAGE OF STRAND. ELEVATION `4” ABS RADIAL SECTION 1f� Y A P 1 P AN WASHDOWN/ 9) PROVIDE 6" ABS ROOF DRAIN IN TWO RUNS FROM H I CH POINT IN ACCESS ROAD J_ R I SER ■ o - DETA - AROUND THE TANK. INSTALL 6" CLEANOUT AT THE UPSTREAM END OF EACH RUN, DOWNSPOUT DETAILS FL AIL[lei 4SENSIG LINE AND CONNECT THE DOWNSTREAM ENDS TO THE MONITORING MANHOLE. �6' ABS ROOF DRAIN SCALE: %4"=11-o" SCALE: V,"=/'-0" (10 DOWNSPOUTS REQU I RED, EVENLY SPACED) MIN SLOPE=2X o 0 SEE DOWNSPOUT NOTE 9 t w p NOTICE MLH SEE NOTE ON DWG S-I MR SHEET D )i 1DESIGNED AND TECHNICAL o1116wMum,SmithUssociatesjAc, PIPE ENTRANCE DETAIL8 � HGM SPECIFICATIONS ntt11f1 1 pjf1f1 MCITY OF TIGARD REGARDING STRUCTURAL � Fjn sneers/Flannels WYOF11QIARpW THIS W DOES DESIGN REQUIREMENTS 8 AND DOWNSPOUT DETAILS S—G Q OF TANK NOT MEASURE ,• cGP�JLH DEslcly MENLOR RESERVOIR THEN DRAWING IS /CONSTRUCT '� ,�•�� (¢' O�OON NOT TO SCALE CHECKED CONTRACTOR. 121 S.W.Salmon,Suite 1020 Phone (50.7)225-9010 NO. DATE 8Y REVISION PorUand,Oregon 97204 Fax (509)225-9022 22 OF 32 •1.: EXPIRES 6-b-99 PROJECT NO.: 96-0341.201 I SCALE: AS SHOWN I DATE: JUNE 1997 F3 T DET LADDER4 FLARE, SEE �"/ SST EXP BOLT (TYP) 9j"/ SST EXP BOLT (TYP) - TH I S DWG ( ) HAND RAIL SEE 12" TYP L6 x 4 x x 5" U y EXPANSION JT, SEE DET 6 SHT S-7 LONG (TYP - - DET 5 THIS DWG 1 I 2"-{�- 2'-{ ( AllL AROUND) II I TYP 2'-9%+" 4' x 6' BI CO ,b-JAL I III I Rlill pllfJll!IIU,II'd!IIIIU:IIII�''1��11', 6 REMOVABLE EXTENSION r(OR EQUAL) ROOF HATCH 3-6« rill"I'II"II tl 6 ! �12"� I w Ij Illl;;l;''I;!II;)'I'll!' - + r � I C14 8�1(y-) Y -I 24 - /4 BARS W/6" HOOK AT SAF-T-CIL I MB RA 1 l 12" OC W/2 - 14 CIRC BARS TYP L4 x 4 x y- SAF-T-CLIMB LADDER 12" iYP GATE CLIMB PREVENTION _- ( L �16" x 36" LONG iaDOER ACCORDING TO 40:e � R�I GRATING- MFRS REQUIREMENTS 2"0 SCH I 3'-0" ( 3--0- 12 x 3 STL CHANNEL 45" OW `O I X (TYPLB - L 3'-0" x 3,-11", 100 PSF GRATING BOLT TO 2-3'-0" LONG L4 x 4 x �^ ANGLE USING 3-112-"/ SST BOLTS AT 12" LADDER FLARE / 4 NTS `v, NOTE: ROOF OPENING TYPICAL OF TWO LOCATIONS, SEE SHT S-1 SECTION T 12" (TYP) a (ROOF HATCH NOT SHOWN) - 1 4' 1 1 " o ��~ LADDER ASSEMBLY I_� SST EXP AHRONG 1' " SCHED 40 PIPE FOR TOP RAIL SECURE SHIELD 2• I SCHED 40 PIPE FOR INTERMEDIATE TO LADDER %" x 12" X 3" STL ANGLE SAF-T-CLIMB RAIL— Z 9"(%)+ RAILS, WELD TO LADDER ASSY ON DIVE W/?" PIPE _ MATCH LENGTH OF LADDER S W/EXTENSIONS } 112"(Y) FIN GR END.(TYP T OTHER END IN HANDRAIL CLAMPS SHIELD ��If!- LADDER SHIELD SEE "` "' EXPANSION JOINT 5 NOTE. EXTERIOR LADDER TO BE PRIMED B PAINTED, SEE SPECS. NTSON _ X NTSELEVATION OF EXTERIOR LADDER - 3 + TO EQUAL OR EXCEED MANUFACTURER'S NTS / SST EXP ANR (SEE - RECOMMENDED EMBEDMENT LENGTH �DTES 7, 8 dr 9) �2" M 1 N (TYP) 0" MAX SPAC I N � �+ 2" SCHED 40 PIPE, 1 TYP, SEE NOTE I 2" SCHED 40 PIPES2 _ " , "} .' .._ (� INSTALLED PLUMB, TYP 12«( 1 I L E I _I �" x 5" x 5" R (TYP) 1 1%" SCHED 40 PIPE, TYP 112" TYP I_ �" x 12�" x 5" R (TYP) "a 11 S" TO 4--0- ROUGHEN SURFACE I + � ( 1 4"1 } / o SAF-T-CLIMB RA I L�J h" THICK ST I FFENER R (,TYP, !!�� -L FIRST RUNG �g�-�{�4" HIGH ROOF CURB 1 I 19 / UN 7" tJ( FIs %" x 2" x 2'-4" BAR, ELD TO LADDER SUPPOR S 1 r -,-� r / �"—� WELD TO LADDER BRACKET ALL SIDES ABOVE EXPANSION APPROX 10' FROM BOTTOM OF ANCHOR, SLOPE TO DRAIN WATER SECTIONE 6 1,-6 L 2" I I r CONNECTION PER MFR DESIGN, TYP-1 NTS y LADDER, 1 PLATE ONLY 6 1 2-4" 1 6" STL R SEE 2 Y W INTERIOR LADDER DETAILS INTERIOR LADDER NOTE: ALL HORIZ PIPE ROLLED AT 72' RADIUS. 2�-9�" NTS - NTS AND 4� X 6� I� 2 �pp�v��/�v�F hill TAIL 6 INTERIOR AND EXTERIOR LADDER NOTES: n NTS - NTS Ill- + I)ALL BASE PLATESLFOR TO BEPIPE SST 304ERAILS, RUNGS,INTERIOR LADDERS.CKETS, SAF-T-CLIMB, AND ROOF CURB- ------- 2) ROOF HATCH GRATING TO BE SST 304. x 5" SST ANCHOR 1 B" 3) LADDER RUNGS TO BE SOLID BARS. TYP 1�" ORA IN COUPLING BOLT, NUT k WASHER. X 4) ALL WELDS TO BE 1/4" MINIMUM. HILTI HVA SYSTEM OR TY- 'I ^ 4 APPVD EQUALjJ f 5) ROOF HATCH TO BE MANUFACTURED OF ALUMINUM. ?� 1"I BAR, EXTEND BAR 2"/ SCHED 40 vv 6) ALL ALUMINUM IN CONTACT WITH CONCRETE MUST BE COATED WITH A HEAVY 0 1" INTO J"/ PIPES + 2%4" PIPE (TYP) BITUMASTIC COATING OR EPDXY PAINT. 3"I SCH 40 PIPE GRATING 1J e 7) USE 316 SST FOR ALL BOLTS ON INTERIOR AND EXTERIOR LADDERS UNLESS 1'b SOLID BAR,-1- NOTED OTHERWISE. T " STL R o 3" EXTEND I" MIN ^ L 2-%'o SS x 5" LONG- 8) WHERE SST BOLTS ARE IN CONTACT W 1 TH DISSIMILAR METALS, USE I L INTO 2"/ PIPES +" INSULATING SLEEVES AND PHENOLIC WASHERS TO ELECTRICALLY ISOLATE THE HILTI HVA TYP, SEE -9" CLI L4 x 4 x % (TYP) O�GRAT � 2�" I--6"^� } NOTES 7 k 8) BOLTS. 0 9) WHERE SST BOLTS ARE PLACED IN THE WALL EXTERIOR, DRILL AND PLACE ,p a NOTE: CENTER R ON TOP OF CURB. AFTER WRAPPING AND BEFORE SHOTCRETING. TAKE EXTREME CARE TO AVOID SECTION DAMAGING PRESTRESSING STRAND. PLACE A STEEL PIPE AROUND THE DRILL SEC I ONa IT To KEEP BIT ING IN CONTACT WITH THE STRAND. INSERT a NTS SSEC I ON NTS UDETA IL NTS 7 NTS W SOL TS TORE FOR I SHTH OT CRET BTO ORE FINAL HOLE LOCATION. ON OF CK HOLE EOIN NSURE COMPLETE COVERAGE OF STRAND. vi W 11! NOTICE MLH - - - - - SHEET d SEE NOTE ON DWC S-1 p� _ ��/g i ` 0 16 1 DESIGNED AND TECHNICAL 1+0510`/ -_ --DlUrr�j Smi1hh5socillesjot H HCM SPECIFICATIONS ! yl i OF WARD DRAWN REGARDING STRUCTLRAL _ LADDER AND RAILING DETAILS DESIGN REQUIREMENTS �- Engineers/Planners c�r�roFnc S-7 "THIS MEASURE8D0� MENLOR RESERVOIR ^ THEN DRAWING 115 CGP/JLH DESIGN/CONSTRUCT v za�� - _ - ��g g CHECKED �}L �� 121 S.W. Salmon,Suite 1020 Phone (509)225-9010 NOT TO SCALE CONTRACTOR. Portland,Oregon 97204 Paz (509)225-9022 23 OF 32 NO. DATE BY REVISION EXPIRES 6-30_09 PROJECT NO.: 96-03x1.201 I SCALE: AS SHOWN I DATE: JUNE 1997 GROUTED CELLS WITH 14 REBAR VERTICAL CONC ENTRANCE PAD REINFORCING. GROUTED- EDGE OF ROOF ROUGH VERTICAL CEDAR SHIPLAP CI CLEANOUT BOX W/ 1'-0" TO BE FINISHED SIM TO LINTEL BEAM W/14 REBAR -- LINE (ABOVE) SIDING ON 20 1 BUILDING PAPER COVER MARKED "CO"T 1'-6" SO CONC PAD TO BE ABOVE DOORS TYP ELECTRICAL METER STD SW, SEE SPECS ON �" SHEATHING r TELEPHONE 1/ FIN GR I ( 12 2 x 6 FACIA BOARD CLEANOUT PLUG p DOIDOIDOID Dap ® ` 6• ( 1 O O I ELECTRICAL 46 XON TYP �O PANEL O BEAM ON I _ ._ �_____� \ JAY R. SMITH, FIG 4020 0 -----10 4 x 4 I o I T T_ W/SP/GOT OUTLET OR I _ TELEMETRY O _ I PANEL c- POSTS , I APPVD EO I X ' CEDAR TRIM ALONG 3' �" I 0 SHELF I S-LINE J-HOOK 83191 OR BOTTOM OF SIDING, TYP I _ SEE DET , i APPRVO EQUAL. MOLMIT -- BEND OR WYE CONC SUPPORT BLOCK 0 OUTDOOR ' I W/ "ANCHOR, TYP OF 2 ' ' AS REO'D S o I LiCHT FREEZE PROOF O CONTROLO � ' I GROUT CELLS TO HOSE BIB I - . 1 I � I 4 FOOT HEIGHT FOR SEE SPECS a 1 0 HEATER JAMB E [� __ ii I ANCHORAGE OF SHELF BRACKETS. - — O DET 4 '� SECURE W/EPDXY 1 I Q - d i i i ANCHORS TYP, SEE `` „ I SPECS. 4 1 1 CLEAN-OUT DETA I L i I O VARIES 3 LP �,O ;o FIN GR + — I 1O" SL=V/p j FIN GR NTS P Y 1 O - - �' Q ' ' J ANALYZER i 12" x 16" AL LW 4 20 T 4 20 mA HP 4 I " I VARIES II GRAIN PIPE ILT� II 113" CLEAN T OUTPUT TO OUTPUT TO FUTURE P CHLORINE I pp ® I O ANALYZER ANALYZER O 2�1", TYP II -� FDnNCE, SEE SPECS ROUND 11112 MIN)) SEE DETr3" TELEMETRY TELEMETRY I II SL-2%MIN 11 t j%` I DIOID DC1IDO DO 1 -- -------- I I-------------- �/ - WALLACE do TIERNAN HOSE BIBS I 3" TRAPPED DRAINPIPE FIRE -- MICRO 2000 TOTAL FUTURE PH CABINET W/ --- FOR ANALYZER DRAINS-- EXTINGUISHER __j �S" TO STORM SEWER 3" SCHED 40 PANEL BOXES CHLORINE ANALYZER ANALYZER LOCKING COVER TOP=12 ABOVE FLOOR SEE SPECS 1. SLOPE FLOOR 4'/YT TO DOOR. SEE SHT C-10 ABS DRAIN LINE IS" H X 22" W X ll" D r---- L 2. FOR OPERATIONS BUILDING - SOUTH ELEVATION - 0 8'-0" - - 3'-0" FROM PIPING SCHEMATIC SEE ' SCALE: �"=1'-0" PLASTIC I TYP_ � I � Ir i P1VOV BOARD 14 WYE 120 V i L--yJ SAMPLE TELEMETRY/OPERATIONS BU 1 LD 1 NG — PLANSTRAINER o PNL _ TAP SCALE: 4`=1'-0" `v/ LP . 8" CMU WALL SUPP � '•� BOARD METAL ROOFING SYSTEM ROOF VENT, ', F TT75 OVER f4"ROOF SHEATHING. SEE SPECS FLASH k SEAL 1 1"I ANCHORS FOR JAMBS ONLY y ° 'Z USE CCX PLYWOOD WHERE ENGINEERED WOOD W/BACKER ROD T 1 1 1 3 ANCHORS/JAMB i� EXPOSED, SEE SPECS. TRl1SSES O 24" O.C. FOR HEAD ONLY O; 111•, HP 2 3" I� 1 1� 14 FULL HE 1 GHT IN JAMBS SUPPLY I 14x7'-0" I N HEAD DRA�!y— 2 x 4 CE I L I NG JOIST O SHEET NOTES: + F "`11 12 16" O.C. WN R-38 A EXT TO DRAIN 4 INSULATION 2" FOR JAMB} 1. PRE-ENGINEERED ROOF TRUSSES. 4" FOR HEAD + 1 FROST FREE NO TE, VENT BLOCKING H3 ANCHOR ROOF TRUSSES ARE TO BE DESIGNED AND CAULK W/ HOSE BIB ALL SMALL PIPING TO BE COPPER UNLESS OTHERWISE (TYP) FABRICATED BY THE SUPPLIER. TRUSSES BACKER ROD TYP. MUST BE ACCOMPANIED BY DESIGN NOTED. PROVIDE FLEXIBLE PLASTIC TUBING FOR HJ ANCHOR 2x 8 P.T. PLATE W/ X 2 CALCULATIONS SEALED BY AN OREGON 4i GROUT SOLID CONNECTION TO ANALYZERS AND DRAINS. _ h`x 10" A.B. O 4'-10" TR 1 M iYP LICENSED ENG 1 NEER. ROOF L 1 VE LOAD 2 i" OPERAT I ONS BUILDING WATER PIPING SCHEMATIC 5 14 CONT IN BOND O.C., TYP LINTEL j' 4 x 6 BEAM ON 4 x 4 IS 25 PSF ON THE TOP CHORD. _o - NOTE- BEAM BC4 POST CAP NTS BEAM (TYP) - BOND 3 2„ 2„ f PROVIDE SHEET METAL 1'-0" TYP�--, _ DET AD SEE BEAM 2. PLYWOOD SHEATHING. PLYWOOD DRIP EAVE I 18" SHEATHING FOR THE ROOF AND WALL 6„ OVER DOOR HEAD + 8" x 8` x 16" CONCRETE _ 4 D 1 APHRAGMS ARE TO BE �" APA o 0" W BLOCK WALLS W/ TRUSSED -�" FIR B-D - RATED SHEATHINGS CONFORMING TO 3� WIRE REINFORCING IN — 8'-0" PLYWOOD (TYP) \1-114" METAL EP844 POST BASE NER-108. SPAN RATING TO BE 32/16. °JAMB & HEAD DETA I L 4 " ISPROVIDE FASTENERS AND ALTERNATE COURSES USE DOOR ROOF DIAPHRAGM NAILING IS TO BE _ TYPE M-MORTAR TRUSSED AS FOLLOWS: /� STL R MOUNTING HOLES IN BRACKETS '. SCALE. 3"=1'-O" AND PLATE AS SHOWN. HOT DIP WIRE TO BE MEDIUM WT 5" CONC WALK W/ WALL DIAPHRAGMS ARE TO BE NAILED GALV ASSEMBLY AFTER W/18 SIDE BARS AND 19T SILL, SEE NON SKID SURFACE WITH 6d 06" CENTERS AT ALL _ ° FABRICATION. CROSS BARS DE(�! LOOK EL= I PANEL EDGES. ALL NAILING INTO 14 DOWEL 0INTERMEDIATE SUPPORTS SHALL BE 2. MOUNT SHELF 3 FT ABOVE FLOOR I-INTO GROUTED 6d O 12" CENTERS. ALL NAILS ARE VINYL INSET \ ALUM THRESHOLD - '6 !1 FIN OR CELLS (TYP) _, "rl-- N GR TO BE COMMON NAILS. BED IN SEALANT ° GR IN FIG 194 STL 12 BRACKETS "�T ANCHORS FOR MOUNTING NON STRUCTURAL T ANCTAH 3. ORSSL ATTACHTIN GROUTED CELSXY 14 OWL O 4'-0" OC { °p I'-6" BUILDING APPURTENANCES SHALL BE A MIN OF 4 HILTI HIT C-20 ANCHORS SYSTEM 3"MAX a ATTACH THRESHOLD W/ MI9 i N FOR MASONRY OR APPROVED EQUAL. UNLESS ` " x 3� EPDXY AHR OTHERWISE NOTED. W I L T I HFA INSERT OR 1714 f 5" CONC SLAB W//4,0 16" E.W. L ApPVD EQUAL, SEE SPECS. w 2-14 (CONT) 10" AT I�" CLEAR OF TOP SLAB 4, CAULK ALL GAPS BEFORE PAINTING. SMALL EQUIPMENT ON 2" SAND LAYER ON 4 M I L P.E. DOOR DETA ILS (TYP) SECTION / Z \ VAPOR BARRIER ON 6" CR BASE. I o SUPPORT STAND i SCALE: 4"=1'-0" �v/ STL TROWEL FINISH SCALE: 3"=1'-0" \ / NTS d NOTICE MLH - --_�/ SHEET D� DESIGNED *IRES12-.11-.. - mumy'smithh5sociates,Inc. CITY OF TIGIARD OPERATIONS BUILDING IF THIS BAR DOES DRAWN - En sneers/Planners cavoFTMAW S-8 �TNM�E I" �LaN „ .� �o $ MG MENLOR RESERVOIRPUN AND DETAILSNON r0 SCALE 15 CHECKED L � 121S.W.Salmon,Sulk ! Phone (503)225-9010 N0. DATE BY REVISIONPortland,Oregon 97204 Pax (503)225-9022 24 OF32 EXPIRES 6-30-99 PROJECT NO.: 96-0341.201(SCALE: AS SHOWN)DATE: JUNE 1997 TO R T 2 6 3 LamKEYED NOTES XFMR BY PGE PANEL "A" 4 1 t 4.5 KW HEATER J_r120/24OV, 10, JW a ------- I METER BASE 3'x3 TELEPHONE 3 . WALL MOUNTED LIGHT FIXTURE TO TELEPHONE �-- - - � TELEPHONE CHROMOLOX V-2040, 240V, IPH �Q4 BARE LAMP STRIP FIXTURE r_ _ _ _ ♦ _ MOUNT 18" CLEAR ABOVE FLOOR. PEDESTAL p� _ __ _ _ BACKBOARD__ _ _ O 0 ROOM THERMOSTAT METER BASE FIXTURE TYPE DESIGNATION 1 1/4"c 9' ,6 �� •_O Da I DQ I DO/O 4 � i MOUNT48" ABOVE FLOOR.CHROM0 NO. AND WATTAGE OF LAMPS I e TELEMETRY © PHOTO ELECTRIC CONTROL PANEL C -- 3 D Q WALL MOUNT, 54" ABOVE FLOOR 50 { BRANCH CIRCUIT PANEL - SURFACE, FLUSH 3"C 4 t 9 , OUTDOOR A-1 3"C' PVC TO PULL tt �'• LIGHTING D W/Pg1L W;RE, S WALL SWITCH BOX r • CONTROL J-THREEWAY TO PULL BOX ---------�S --A_8� r ------ -- - --WP-WEATHERPROOF 14 TELEMETRY BLDG. INTERIOR LIGHTS GFI 3"C to 1 t6 I"C �J CAP do (150 W) 20 TELEMETRY BLDG. db dbDUPLEX RECEPTACLE-NORMAL, GROUND FAULT TO PULL BOX f -- 5 -=-- -- SHELF --i - BEYOND T TELEMETRY BLDG. EXTERIOR LIGHTS 4.5KW HEA TER INTERRUPTING _ ------ -- - 100 W • CONNECTION TO SPECIAL EQUIPMENT OR OUTLET AS SHOWN OUTDOOR C A-2,411''1 BUILDING ( ) 20 20 LIGHTING FOUNDAT ION ACCESS ROAD LIGHTS i4 ��• p ALT. VALVE VAULT RECFPT. (200 W) 2 a UNIT HEATER J"C 1 11 CONTROL ' (360 VA) g RESERVOIR AREA LIGHTS TELEMETRY BLDG. RECEPTS. ,---§P4 HOME RUN, ELECTRICAL PANEL DESTINATION SHOWN. i6 t/35 (TYP) (200 W) 20 20 (360 VA) PH MONITOR/CL2 ANALYZER RESERVOIR RECEPTS. 'CONDUIT CONCEALED UNDERFLOOR OR UNDERGROUND. 4/32 (200 VA) 20 20 (180 VA) TELEMETRY PANEL —+*— *CONDUIT CONCEALED IN WALL OR ABOVE CEILING IN FINISHED I C SPARE 1 —— A-g (600 VA) 20 20 r AREAS, EXPOSED IN PROCESS AND EQUIPMENT AREAS. ______ FIRE SPARE13 14 SPARE { •AALLLL UNMARKED CONDUIT RUN CONSIST OF TWO N0.12 CONDUCTORS C) ' ANALLYZER EXTINGUISHFR j 20 20 SPARE !! 15 IN CONDUIT. RUNS MARKED WITH CROSS-HATCHES INDICATE NUMBER �] DSI DD I Da D(:] O I � i SPARE 20 20 OF N0.12 WIRE. LARGER GAUGES ARE SHOWN. DOTTED CROSS-HATCH I NO I CA TES GREEN GROUND W I RE. S IZE CONDUI T ACCORD 1 NG TO ------ -f ---- -J SPARE 17 Is SPARE ELECTRICAL SPECIFICATIONS AND APPLICABLE CODE. LONG 20 20 CROSS HATCH INDICATES NEUTRAL. PH MONITOR (FUTURE) SPARE (9) JUNCTION BOX CONNECTIONS 20 20 SPARE -,ti GROUND CONNECTION PER NEC ARTICLE 250 ^T" - G N TRANSFORMER I SCALE: �"=I'-O" /8 AWC 64". THERMAL MAGNETIC C/RCU 1 T BREAKER, I/, 3W TOGA TRIP SETTING SHOWN \-120124OV, 30 TO BUILDING REBAR 50A RATED FUSE, AMPERE RATING SHOWN. 120VAC N TO WATER PIPE PANEL "A" 0 DRAWING NOTE CKT A-5 >� O ELECTRICAL CIRCUIT IDENTIFICATION 120VAC CKT A-3 _N 00 O ♦ i w 3 - 3/4"x10' CONNECTED LOAD TOTAL LOAD 1 GROUND RODS 11A tHA XOO SPACED 6'-0" LOAD PER PHASE (VA): A = 3340 A = 3674 APART (MIN.) B = 3410 B = 3751 LC ♦ � ® � P&T � J LOAD PER PHASE (AMPS): A = 27.83 A = 30.62 F/YTUW SMEDL E � P T ♦ � B = 28.42 B = 31.26 A 8'x8' TANDEM, SURFACE MOUNT, FLUORESCENT FIXTURE. ' X00 LC " TOTAL LOAD (KVA): 6.75 Z43 4/32 (4) F32T8/CW/RS LAMPS WITH ENERGY SAVING BALLASTS PHOTO CELL ' ♦ i METALUX BTSTM-232-IRON-LE3. —L SPARE CAPACITY (10.007[) 0.68 0X0 i ♦ C W e HIGH PRESSURE SODIUM, VANDAL RESISTANT, WALL PACK _L t/35 (TYP) ONE-LINE DIAGRAM3 P/395 WITH HORIZONTAL EYELID. HIGH POWER FACTOR BALLAST OOX 120VAC N NTS AND RUST PROOF CONSTRUCTION. LENS SHALL HAVE ALL LIGHT CONTROL PRISMS AND BLONDELS ON THE INSIDE TIME o SURFACE AND SHALL BE ONE-PIECE INJECTION MOLDED, I CLOCK t" CKT A-7 UV STABILIZED, POLYCARBONATE, WITH A MINI MUM THICKNESS III OF 0.130'. (1) 35W HPS LAMP WITH MEDIUM BASE. 0 0 LUMARK HPBC-HE-35H-110V-RP t 79T'N H A i o C HIGH PRESSURE SODIUM, TRUNNION MOUNT, LOW WATTAGE X00 X00 i t/35 SECURITY LIGHT. FIXTURE TO BE MOUNTED TO TOP OF �LC I LC FENCE POSTS AND AIMED AT CENTER OF ACCESS ROAD. O-p� 00'X l o (1) 35W HPS LAMP WITH MEDIUM BASE. BLUTARK HPTF-GL-35-120V. (TYP) 1/35 (TYP) N LIGHTING CONTROL PANEL r.I Rau i rs rn NTS 0! 483-001-001 [L '•'"""""'" kkV�� NOTICE _ LL JLHDESIGNED MR LEGEND, ONE-LINE DIAGRAM AND SHEET °�1 RSCMCY , , .1F THIS BAR DOES DRAWN Engineers/PIlnners CRY OF i1GAW CITY OF TIGARDTELEMETRY/OPERATIONS E—NOT"�"'� �"DRAIRANG. olsvoa MENLOR RESERVOIR c I NOT TO SCALE THEN CHECKED l ,q 121 S.O.Salmon,Suite 1020 Phone (508 225-9010 ELECTRICAL FLOOR PLAN Portland,Oregon 97204 in (509 225-9022 NO. DATE BY REVISION da a►e•9F1 PROJECT NO.: 96-0341.201 I SCALE: AS SHOWN I DATE: JUNE 1997 25 OF 32 e L661 3Nnr :31Va[OC - ,I '37v3S1 tOZ't►f0-96 ON 1031O8d 0'P M d } 46-ao-le aqua ( NOISIA38 A,8 31YO 'ON N J0 9Z 2206-922 1CM ZVI tOUB aofai a� 0 31r3S 01 10N 0106-922 6o9 ano9d =I al!nS uomleS '&'S 121 � O' A� 03)103H3 SI ONIMYNO N3H1 p � dI0Ad383d �lO1N3W NOO�°O ., HT t 3anm 1�N Z-3 NV 1d 3118 1MOId10313 advou do ulo ` staaa�id/s�aaal8ag=_ =_ = '�. 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'ON 1MD ►/r 3 oMV rl/(Z) 01ON310S AIA I W MOI 73NYd A813w3131 SI j o �Mr zI/(I) S80/3Aa103 1081N00 M3! -3 �SWJOf10NO3 01/r 0 "JA1Y*4(Z) 010143705 AL1 17Y FpIH 73NYd A8130913131 1`11 umm 80! - N SM013n0NO3 ONIfOW 803 - 0 'S8013f10NO3 83MOd Mod-d 5M0710d SV 030033W SNOI/YM7DiJW3 11013)01403 SIS3H1N38Yd 1N33WOY NI MMONS(1)!0 SS37X3 NI S31111Nvno HIIM S3HON1 NI 38Y S3ZIS AVM33Y8 0 '9Mv Ell(I) 'NMOHS 3ZIS 11)0140.7 31SVH 3H1 303083di5 ONY SNVId NO)MONS 38V S11f10Aoo NOww03 NI 1118 S1H0813 37dI1TY1 N VMV ZI/(1) (01-Y 1)0) simodso 83HIO 10OH11M hn8 38Y SW13WNO3 11(13813 Kwo S35v3 MO3 NMONS 38v 53ZIS LII1011003 S11013nON07 ' r/r d 'DMV ZIt(1) 3I3Y1d3338 8IOA83S38 V. 73NYd CI 83dd03 NO 03SY8 38Y S371S 8IDMNOD 'IOBIUS ONOMVIa 3H1 H111A SNYId 3HI NO 031!/114301 38Y$11!01113 77Y 37nOK)S 11n3813 7v31819373 salON If-d u0p^Pu03 01 wwj '0N PO 81on83S38 807N3w J t 6 CA WELDED WIRE GRID- / \ CAL V LIFT EYE / CONCRE tE BOX PAIL Y HATCH I /, LIMIT SW. \ BRASS Y'BOLTS NUTS I / IN DIACONAL CORNERS. I X I 1 I I ' X I X 12 •// I J 9 WELDED WIRE FRAME / CONCRETE BOX ONLY. NO J'/� �-& l INSTALL ON J/4'AGGREGATE WHICH SHALL EXTEND A MINIMUM OF 6'BEYOND ALL SIDES OF THE BOX AND PULL BOX DETAIL BE A MINIMUM OF IB'DEEP,BELOW THE BOX. NTS j X ----X---- X-- - X --- X-----X-----X- HA I M LT SW. l / X RES. HIGH t j \ I LEVEL SW. / X i t WP GFI ■*f 1 1"C \ FUTUREiX PUMP STA 'TL---- i� //X -XFMR j PAD/VAULT II j O II MOUNT LIGHT % (TYp) 3 OPERATIONS I! OUT T PIPING VAULT 10'-0" AS �y • - BLDG B F1 ) (� X (2) 2" PVC W1 PULL WIRES 1/35 I i I j • • BOX (TYP) SEE ABOVE ----- -- I I` X 2"C PIPING f!►,five I -- -- - -- - - �C / I ttt 1 „C )� 1 18 2 CI - I -- - INLET J II VAULT I NEW PGE I - - \ >�AULT "B" , I ��--- -----------------------I - - - - - W 1 192 4 3„C -� - _-� X ------- - - - ---- - - --- - - ---- - - -- - - --- --- - - I - --- -X- - X -- -- X --- - -- X - - - X X X-- - - -X----'-X, 2h.I v i 4 2"C 12 W _ �( -X- 3 KEYED NOTES 16 W 1 1 1t 1 2 X 15 Q ALL CONDUIT INSTALLED ON RESERVOIR + 1 1 3 -I .- __-X` X 1416 2"C ROOF SHALL BE EMBEDED IN ROOF SLAB. °i 0 NEW PCE _ t 9 o _ 2 UTILITY VAULT CO. MODEL 4242-PGE. TO -y, _ _ _- X z 2"C ± b AIXT " " _-�( 4 REQUIREMENTSORDINATE NSTALLATION WITH PGE, AND VERIFY X- - �? INSTALL BOLLARDS AROUND TRANSFORMER PADIVAULT PER PGE AND OUIREMENTS TO ROAD LIGHTS TO NEW TELEPHONE PEDESTAL ELECTR 1 CAL S 1 TE PLAN G SCALE: I"=10' 483-001-001 '" LL y rw eo.7 tWi-+N7 U Er R j! ys NOTICE JLH SHEET a0 DESIGNED o Murray,SmithIkAssociatesInc, CITY of TIaARu DRAWNEngineers/Planners CM OFTrOAM ELECTRICAL PLAN E-3 Nor'Iwe.wRE�i''S ,ILH o < THEN DRAWING Is CHECKED9 121 S.W.Salmon, Suite 1020 Phone 1503)225-1010 O�ON MENLOR RESERVOIR NOT TO SCALE Portland,Orepa 97204 Fax 11509)225-9022 27 OF 32 NO. DATE BY REVISION vao�`1t PROJECT NO.: 96-0341.201 SCALE: 1' 10'1 GATE: JUNE 1997 9 TB-9 TB-8 TB-15 _+24 Vr�-i + f I 1 1 I RESERVOIR lO I I I Q I 1 �-------'�------- HIGH LEVEL j 2Q j I 301 3 1 I 1 RESERV01 01 G I TAL I^I _ I 1 Q LEVEL D I SPLAY ALT VALVE FLOOD ALARM Oc C I�-4 1 44 }—p------- ------- ALT. VLV VAULT I XDUCER - �L/MI7 SW. /4- 1 FLOAT SW. L --1 1 FLOODED 1 Q 1 +24 VDC +p F + / 5 1 1 RESERVOIR LEVEL RESERVOIR • HATCH SW'S 1x_1 3/4"C t - --I ' �(PRESSURE) 1 _ /• TRANSDUCER 3 4. 18 I o- TELEMETRY SLOG TB-14A L —a} ------ate DOOR SW r --- ` ra "-' ° _ 1 lO I SYSTEM DIGITAL r - ALT VALVE HATCH 4 �— TB-11 +2 1 PRESSURE DISPLAY 1 SOLENOID LIMIT SW. y=_-- 1/�" COPPER TUBE --1 1 XDUCER - CONNECTI " �(T}P• 2) 1 1 1 3 1 +4 P- + 61 4-� I �� __1_�� ______ LOW LVL AL 7. VLV 1 4 1 0l "- ------_ POSITION (CLOSED) --- --- --- `-- — • NEMA 0 i ALT VALVE. 3 J-BOX 4 1 LIMIT SWA = 1 I _______ HIGH LVL ALT. VLV --£ +(�5 -- TYP. 4) - C I 4 ammo- -- -- POSITION (CLOSED) CR 7 I I - -- = - ` "C 1HATCH 4 1 1 5 t LIMIT SW. 1 61 LOW LVL ALT. VLV 1 8 1 SOLENOID OVERR 1 DE L--J I CR -«rt--••� R t!! 19°0 T 1 7 1 2 +12 VOC HIGH LVL ALT. VLV 1 b J SOLENOID OVERRIDE TB- TO TELEMETRY/ ; J SYSTEM I IQ I OPERA T I ONS l PRESSURE I+�� I r'------- l BUILDING �. '• / .. ° ° •1 TRANSDUCER 1 L`! i -----�1-_-*o+ I l / " pH Z TB- TB-1? l O 1 1 1 I MON(FUITOR I {{{ CAP ENDS PRESSURE +24 VDC r 1 + r--1 I 4 ia1b_ -----J 3 2"C t RELIEF VALVE Q I Q I HIGH LVL PRESSURE l O l L__ LIMIT SW. I Q I 2o- -------oho-------- RELIEF VLV 1+5 i = l O l 3 1 POS ITION (CL OSED) 1 © 1 o- TT o+CHL ORINE INLET PIPING VALILT PLANr' QC COM I - I 1 O I 1 1 RESIDUAL ALT. VLV VAULT ANALYZER 4 I 4� —Q--�,P-- ado-- I_ 1 I I L_J HATCH SW'S SCALE )j"=I'-0" - I 1 8Q o------ 5 ( 6�0 SPARE _ {{l 7 B-�C 8•4--0 SPARE I IQ 1 L- J +0 1 C>-----TT--- TB-13 1 3O 1 1 1 SPARE -, I_ I I I 1 I 4O -- 2�0 SPARE I Q 1 = -- + t 3 1 1 © I CV.....TT... 1 4 SPARE 1 O7 I I SPARE I I I SPARE I I �7 '• ----------1 — SPARE AOUATROL W1500 i --------------- L_J TELEMETRY UN 1 T TO TELEMETRY1 f 9 ] I i _ TERMINAL BLOCK OPERATIONS �-= ] i -- _ (TYP) BUILDING W AND PVC W/PULL WIRE - ---------------' _ 120VAC CRIT—G_LOW ALT VLV SOLENOID VALVE E AND CAPPED END — r SOLENOID LOCATED AT INLET - ` CR2 ; PIPING VAULT .-_ —_ Y--• _HIGH ALT V_L_V i SOLENOID - - o 10 h of n o, _0OUTLET PIPING VALLI PLAN2 Y 1 SCALE: -Y,"=1'-O" - u TELEMETRY INTERCONNECTI 3 NTS c o Ito N Oi nah (a0J1 aa:-�aa y 483-001-001 NOTICE .LH 1 - _ SHEET a R RESIGNED MM I�nrra',SmlthlASSociateS,IIlc. CITY OF TIGARD TELEMETRY INTERCONNECTIONS & RSC�CMTH1s eAR ROES DRAWN Engineers/Planners WY OF 11GAW VAULT ELECTRICAL FLOOR PLANS E-4 ti NOT MEASURE JLH ►SL O�pON MENLOR RESERVOIR THEN DRAWING NOT TO SCALES CHECKED �'tl't y to-q- 121 S.W.Salmon,Suite 1020 Phone 1503)225-9010 Portland,Oregon 97204 Pa: 503))225-9022 28 OF 32 NO. DATE 8Y REVISION orws @&,M-y9 PROJECT NO.: 96-0341.201 I SCALE: AS SHOWN I DATE: JUNE 1997 PLANT LISr NOTES Q SCIENTIFIC NAME COMAIQN NAPE Siff SP CI OUANTITY FINISH GRADING EXISTING TO EXISTING TO IBES REMA IN BE REMOVEDCUT SL ® OPES 1. FINAL CONTOURS ARE SHOWN. STOCKPILE EXISTING NATIVE TOPSOIL FOR USE IN SEED MIX "A" Q VM ACER CIRCINATUI VINE MAPLE 5 GAL AS SHOWN 32 LANDSCAPE WORK AND INSTALL TEMPORARY SILT FENCING AROUND STOCKPILES. 2. TOPSOIL SHALL BE AMENDED AS NECESSARY, SPREAD TO A DEPTH OF 6-INCHES MAPLE + ® 12' Q BM ACER MACROPHYLLUI BIGLEAF MAPLE 5 GAL AS SHOWN 24 OVER ALL FILL AREAS, AND CULTIVATED AS SPECIFIED. J. LIMIT CLEARING TO SMALLEST AREA POSSIBLE. SAVE ALL TREES/SHRUBS THAT ARE FIR 14• FILL SLOPES 1•I OF PSI�DOTSUGA MENZIESII DOUGLAS-FIR 8'-10' B&B 15' OC 101 AMBIGUOUS AND REVIEW REMOVAL WITH ENGINEER. ENGINEER WILL MAKE SEED MIX "B" �r DETERMINATION REGARDING TREES THAT ARE ON THE EDGE OF THE CLEARING LIMITS. AND S 4. PROTECT EXISTING TREES TO REMAIN FROM CONSTRUCTION OPERATIONS. DO NOT MADRONE 18' SMALWITH L PLANT ANT WIWI/ ENCROACH UPON, FILL, OR OTHERWISE DISTURB THE AREA WITHIN THE DRIPLINE GROUND COVERS Q OS HOLODISCUS DISCOLOR OCEAN SPRAY 5 CAL 5' OC 29 OF TREES TO BE PRESERVED. # Q IP OSMARONIA GERASCIFORM/S INDIAN PLUM 5 GAL 5' OC 10 VEGETATIVE EROSION CONTROL ALDER +III 2O' 0 RE SAMBUCUS RACEMOSA RED ELDERBERRY 5 GAL 5' OC 9 5. ALL DISTURBED SLOPES ARE TO BE MATTED AND SEEDED FOR EROSION CONTROL. \ \ ,A \ \ \ 6. SPECIAL ATTENTION SHALL BE PAID TO THE PROJECT SCHEDULE IN ORDER TO \\\ �\ \ \ 0- 7. �- SEED MIX •A' Z SEED BY WEIGHT PER LB GUARANTEE GERMINATION OF EROSION CONTROL SEEDING PRIOR TO NOVEMBER Ist. \L \ \\ _ \, — rT � �IENTIFIC NAME 7. COORDINATE EROSION CONTROL MATTING AND SEEDING WITH THE TEMPORARY I \ ELKA PERENNIAL RYE SS 56x EROSION CONTROL MEASURES SHOWN AND DESCRIBED /N THE PLANS AND \ \_ \ �A�X�� \= ® EUREKA HARD FESCUE 14% SPECIFICATIONS. ADDITIONAL MEASURES TO CONTROL EROSION MAY BE REQUIRED — CLOVER, SHAMROCK, FLOWERS 30X AS DIRECTED BY THE ENGINEER. SEED MIX B' Coullm NAME BALE PLANTING ------ SCIENTIFIC WHEAT X WHEATGRASS "REGREEN" 1/2 LB /1000 SF 8. PREPARE ALL PLANTING PITS WITH NATIVE TOPSOIL AND SOIL AMENDMENTS AS ACHLYS TRIPHYLLA VANILLA LEAF I PACKET/ IOOOSF OUTLINED IN THE SPECIFICATIONS. DO NOT USE SUBGRADE SOILS IN PLANT PIT TELLIMA GRANDIFLORA FRINGECU° I PACKET/ IOOOSF OR OTHER LANDSCAPE WORK. TIARELLA TRIFOLIATA FOAMFLOWER 1 PACKET/ IOOOSF 9. CHECK AND CONFIRM ALL PLANT MATERIAL QUANTITIES. NO SUBSTITUTIONS — TOLMIEA MENZIESII PIGGYBACK PLANT I PACKET/ IOOOSF PLANT SPECIES WILL BE ALLOWED. SMILACINA STELLATA STARRY SOLOMON'S SEAL I PACKET/ IOOOSF 10. PLANT TREES IN LOCATIONS SHOWN. PLANT THE SHRUB GROUND COVER LAYER IN SMALL cEUMSIA,/(yIOLwID COVERS RANDOM PATTERNS W I lH THE QUANT I T IES INDICATED I N THE PLANT LIST. - COMMON NAME Uf PLANTS11005E QUANTITY II. NO TREES AND SHRUBS SHALL BE PLANTED WITHIN DRAINAGE DITCHES. \, 0 • \ 2" - SCIENTIFIC-NAME 12. PLANT MATERIAL IS TO BE WATERED DIMING CONSTRUCTION AND AFTER \ �_ BERBERIS NERVOSA CREEPING MAHONIA 4" POT 3 435 ACCEPTANCE FOR A PERIOD OF TWO YEARS. SEE SPECIFICATIONS FOR FRAGARIA CHILOENSIS WILD STRAWBERRY 4" POT 3 435 INFORMATION ON WATERING REQUIREMENTS DURING THE PLANT MAINTENANCE AND POLYSTICHUNI MUNI TUM SWORD FERN I GAL 2 190 GUARANTEE PERIOD. RUBUS PARVIFLOROUS THIMBLEBERRY I GAL 1 145 VACC1NIUM PARVIFOLIUNI RED HUCKLEBERRY 2 GAL 1 145 SITE AREA EXISTING TREES DIE TO THE LNIOUE NATURE OF NATIVE PLANTS AND SEEDS, THE CONTRACTOR SHALL PROVIDE 13 ACRES TO REMAIN, TYP PROOF OF PROCUREMENT OR CERTIFICATION LETTER FROM PLANT AND SEED SUPPLIERS FOR ALL SEE NOTES 3 do 4 SPECIFIED PLANT MATERIAL. PROVIDE WITHIN 60 DAYS OF AWARD OF CONTRACT FOR ANTICIPATED FALL 1998 PLANTING AND SEEDING OPERATIONS pro AP ZS-I_ \\\\ _ \ \\\3�5, — — — \° R � \ \ amu• 4_ dk IQ \ I � ' \ \�\ MPQRARY ACC \ \\ >s \ \ \ �� I �— \ \ 1 \ IDE EROS \\\\ EsEPE S ZBN F _;� AD _ p� ROL 'o is • \ � _ EX ST DRA I NAGE 01 CH (~ LANDSCAP 1 NG & TREE REA10VAL PLAN SCALE: I" = 30' in $ LLNOTICE SEO 1ST % --____-_-- �/ (� +L F SHEET 0 1 DESIGNED uo = — Mom SmillllAssoia{es n�. CITY OF TIGARD � Div � - - _ En lneers/Planners � ��,� LANDSCAPING 8 L— I a IF THIS LIAR DOES DN/WN = _ = 8 TREE REMOVAL PLAN g TNOT HEN �I" JLH OREGON o�t]N MENLOR RESERVOIR NOT TO SCALE Is CHECKED 12l S.W.Salmoa,Suite ton Phone (503)225-9010 N0. DATE 8Y REVISION 9j� Portland,Oregon 972°4 Paz (509)225-9022 29 OF 32 i; PROJECT NO.: 96-0341.201 1 SCALE: I- . 30-1 DATE: JUNE 1997 J FEBCO MODEL 805Y OR APPVO EQUAL DOUBLE CHECK VALV� FINISH GRADE PROVIDE REDUCER AND SECTIONAL CONC VAULT COUPLINGS AS REQUIRED SEED, FERTILIZER, M(,d_CH ?-TIERS, BROOKS /723 FOR HOSE ANO/OR `. W/STL SOLT DOWN COVER TEMPORARY PIPING CONNECTION EROSION CONTROL MATTING OR APPVD EQUAL — (PER MFR'S SPECS) 6" MIN/1" 12" ROUND WASHED MIN \ CRA VEL BASE + TOPSOIL _ ` MULCH (2ND APPLICATION) I" CI PIPE, EMBED IN 2"RIGID COP CONC. STRAP TO 2" — ! -- PIPING W/SST STRAP — 4"x 8" x 16" CONC BLOCK FOR SUPPORT -!I 8» f CONC SUPPORT EROSION CONTROL MATTING INSTALLATION 2 SCALE. 1"-1'-0" C-8 NTS e SEPARATE OR CUT SEPARATE OR CUT 1 EROSION MAT TO PLANT EROSION MAT TO PLANT 1REMOVE GRASS\ PLANT SAUCER FROM O POSITION ROOT CROWN 2" ABOVE FINISH GRADE POSITION ROOT CROWN PEEL BACK TOP OF BURLAP 2" ABOVE FINISH GRADE VARIES \ WATER BASIN MOUND / 2"-3" DEEP REMOVE GALLON CONTAINER �� —�1 r WATER BASIN MOUND WATERING STANDPIPE WATER BASIN MOUND PEEL BACK TOP OF BURLAP/ 2"-3" DEEP T � _ REMOVE GALLON CONTAINER 2"-3" DEEP SEPARATE OR CUT EROSION PLANTING SOIL Ml FOLD BACK BURLAP � MAT TO PLANT 9 PLANT TABLETS PLANT TABLETS ` FINISH GRADE ±. FINISH GRADE W PLANTING SOIL MI ", VARIES PLANT TABLETS MIN 2 x DIA OF VA —1 1 - PLANTING SOIL MIX ROOTBALL 1 FINISH GRADE x m-•� n TOPSOIL - F- 2 X DIA OF ROOTBALL —i TOPSOIL / MIN 2 x DIA '\-COMPACTED OF ROOTBALL PLANTING SOIL MIX, TYP DECIDUOUS TREE PLANTING ONm o, 3 4 O 3 so NTS - NTS - NTS o 10 N Ol N r O E`{Fr b QF' y 1. INSTALL 4" DIA STANDPIPES FILLED W/ORAIN ROCK ON ALL TREES. SEE SPECS do DETS FOR INSTALLATION REQUIREMENTS. U NOTICE SEO �PISTFjp, -_ __ u SHEET O� DESIGNED wswlc " —__ Dlomy'Smith&issociltes,Inc, LANDSCAPING _ - - -Ea sneers/Planners cmr of nGARD L_ IF THIS BAR ODES DRAWN - - - - --_ o NOT� I" JLH i C orr $ MENLOR RESERVOIR D�a� 2 NOT TO SING CHECKED 121 S.P. Salmon,Suite 1020 Phone (503)225-9010 30 OF 32 ,��. NO. DATE BY REVISION 9f.>�+ Portland,Oregon 97204 Fax ((509 225-9022 PROJECT NO.: 96-0341.2011 SCALE: AS SHOWN (DATE: JUNE 1997 14'-0" 4" HVY. GATE POST 4" HVY. GATE POST 2' x 2' SQUARE ORNAMENTAL IRON 2' x 2' SQUARE BRICK PILLAR. VEHICLE GATE W/ BRICK PILLAR. SEE DET 4 THIS SHT-� DOUBLE LOCK ASSEMBLY oo SEE DET 4 THIS SH T. �., 7 FT HIGH CHAINLINK FENCE, SEEZ ` 1" 0 BAR SPECS ( I I I I t I t I I I I I f I 0 I I 04" x SLOT(TYP) BRCHAMFERED FINISH GRADE CKCAP I f l I y 1" MAX i "/ HOLE " MIN 3" FROM FIN CR J �i" TYP. r OFFSET ROWS = = Il { 2" SQ. TUBE X 12" LONG SET IN �^ o NOTES 12" 0 X 24" OP. CONCRETE PIER - _ ^' 1. BR 1 CK SPECIFIED FROM MUTUAL MATERIALS, CLACKAMAS, OREGON. + _ 2. FACE BRICK TO BE MARKET RED MISSION, FBS BRICK PAVERS TO BE RALEIGH, FBA. SUBMIT SAMPLES FOR APPROVAL PRIOR TO DELIVERY TO SITE. 4 J. FACE BRICK: STD, SMOOTH, 7V x 3�" x 2�"NOMINAL SIZE. (ASTM C-R16-SW FBS OR FBX) CHAMFERED BRICK FOR t` CAP-SAME SIZE W/`¢" CHAMFER. BRICK PAVERS FOR INSET PANEL TO BE I" x 3'�" x 7�" SMOOTH (ASTM C216-SW FBX), TOP VIEW SAME COLOR AS FACE BRICK. CHAMFER BRICKS MUST BE SUPPLIED FROM MANUFACTURER AND MAY NOT BE FABRICATED f FB 1�" X %4 X 9" LONG OR CUT FROM FULL OR FACE BRICKS. ROUND ALL EDGES CHAMFERED 4. MORTAR JTS �" RAKE FINISH. BRICK CAP 5. CLEAN BRICK THOROUGHLY AFTER CONSTRUCTION OF PILLARS. ROUND END (TYP.) 6. ORNAMENTAL IRON VEH I CLE GATE SHALL BE "ARISTOCRAT" HEAVY GRADE DOUBLE GATE, ITEM /80450, AVAILABLE FROM MAX 2" BUILDERS FENCE COMPANY, INC., 10010 PORTLAND AVE., TACOMA WA. 98445-5221. q@ ICA TE FROM A36 STEEL. 7. GATE SHALL BE 14' WIDE AND 6' HIGH, WITH 1. " FRAME, 1. " TRUSSING, 1/" CLAMP-ON DOUBLE 1. o r h I GATE POST DRIVE LATCH ASSEMBLY, AND HEAVY BARREL TYPE BALL BEARING HINGES. 2. HOT DIP GALVANIZE AFTER FABRICATION. / 8. PROVIDE SHOP DRAWINGS AND MANUF'ACTURER'S CATALOGUE INFORMATION ON GATE CONSTRUCTION, INSTALLATION, AND { IT�`I MA IN TENANCE. 9. PROVIDE SETON 108M "DO NOT ENTER - AUTHORIZED PERSONNEL ONLY" METAL BACKED BUTYRATE SIGN ON ENTRANCE GATE. DOUBLE LOCK ASSEMBLY5 TYP AT TANK VICINITY GATED ENTRANCE. SCALE: NTS - FACE BRICK _ ENTRANCE GATE ELEVATI RUNN 1 NG BOND r- PATTERN J SCALE: NTS BRICK PAVERS FACE BRICK 1"x 34" x 74' 7�" u 3�" CHAMFERED INSET HERRINGBONE `C x 2 APPROV BRICK CAP PATTERN RED COLOR �' COLOR SAMPLE GATE POST x 11j' INSET 4-- — -� �- + END CHA I NL I POST, TYP FENCE (FACING STREET�� 1 ONE SIDE ONLY) -- - b — — = O I6" OC - I b /`'f b \ --P I CKETS (SQUARE) G _- 44" x ", 16 ga. /4 O 12" OC I L \ T - I RAILS L S (SQUARE) /� COCOURSEBR BRICK x I�„ X I I ga. / BELOW FC A_ � o LII T 04 z N TYP 1 CAL WELD — i a N FLT_ I I I !. of ` — — — — 3 - /3 TOP dr FINISH GRADE FIN GR a O 12" OC ,�• BOTTOM CLR 6 CLR EA SIDEcL;y/x/,�✓k/YA/�r/X/k• - b O I FRONT VIEW SIDE VIEW 0 0 9„ 2'-0" 9" to N BRICK PIL AR r 2 ORNAMEN TAL I RON VEH I CLE GA TE3 BRICK PILLAR SECTIO 4 t SCALE: 1"=I'-0" - SCALE: NTS - SCALE: 44"=I'-O" chi u H NOTICE 1ALH MSA- SHEET 0� DEW ED 4� ; . MQrray,SIDithecASSOCiateS,InGCIIY OF TICMRD - Engineers/Planners CryOF1p�,pflENTRANCE GATE DETAILS L-3 IE THIS BAR DOES DRAWN NOT MEASURE 1" JLH >a MENLOR RESERVOIR THEN DRAWING IS CHECKED ] `1� 121 5.9. Salmon,Suite 1020 Phone (503)225-9010 z NOT TO SCALE t• Portland, Orcpn 97204 Fax (503)225-9022 31 OF 32 NO. DATE BY REVISION EXPIRES 6-30-9s PROJECT NO.: 96-0341.201(SCALE: AS SHOWN I DATE: JUNE 1997 NOTES: 1. SEE SHEET G-4 FOR EROSION CONTROL NOTES. \ \\\\\ \ \\\\ \ \\ \ I I O FILTER FENCE `\\ \ \\ \ ` \ \ \ \ _" - - �\ MORN INGS IDE Z EROSION CONTROL MEASURES SHALL CONFORM TO _`_ i UNIFIED SEWERAGE AGENCY EROSION PREVENTION AND FILTER FENCE \\ \\\\\ \\ \�\\\ DEVELOPMENT SEDIMENT CONTROL PLANS - TECHNICAL GUIDANCE �¢Q \\ \ \ \\ \ \ , `\\ \\ \ 44 HANDBOOK. TER BAGS 5 \ m B I OF I L J. THE FOLLOWING REFERENCED DETAILS ARE FROM DRAIN W 1 TH B IOF �- - - - - THE ABOVE REFERENCED HANDBOOK: BAC PROTECT 1 \ \ \ `\\\ \ \ \l\ ` \ \ `\' 440 OP OF 2FI -V-CldT-SLOPE- o. INSTALL SEDIMENT FENCE ACCORDING TO DETAIL - 3-2. \ \ \\ \ \ \ TOP��Fi 1TE\R TOPI -- I i b. INSTALL B IOFI L TER BAGS IN DITCHES ACCORDING I TO DETAIL 3-3D. c. INSTALL BIOFILTER BAGS AT STORM INLETS - ACCORDING TO DETAIL 3-70. d. INSTALL GRAVEL CONSTRUCTION ENTRANCE � � � � � �\\\\ U` \ � -\ `� •�.�,�-6 _ -- \_-- \\ ACCORDING TO DETAIL 3-IA. \ 4. TEMPORARY DRAINAGE STRUCTURE TO BE - \\ CONSTRUCTED AS REQ'D. STRUCTURES TO BE REMOVED \ AND D I STUBBED AREAS RESTORED TO ORIGINAL -- \\ GRADING AND SEEDED, SEE SPECS. ROUND TREE ESTATES \ \ \ 1 1 \ \ \\ 5cLpNt GRA_✓✓�Po\ CONSTRUPTIplM� TER BAGS \AR INLEr. rrP .�\\\ \ �\\\ \ \ \ ZaapERaz��a coNrRacroSTRUCR \ \\\ ` \ --_ --_-__ _ ---__-- \ 1 \ \ \ \ �TSFI\/W4ET \\\s \ T } , ``1 \\ \\\\ ` \ \\ \\\\�6 \\ \ F�+n�cC \\ _�I76H tMl � (TEMPORARY AC \\\\ \\\ \\\So\\\\\` \\\ \� 1 y ``s BLDG - IOFILTER I\ \ \ \ �\ \\\mss —---- � ------ --- --------r-- IA! REAM/1 -- a IOFILTERI ' * BAGS AT \; `\ \\\\\ \\ \\ aA \F ,\\\ \\\ \y x _ \ ' \ \ \ \ - \ '- x�\ --- _----------- - ---- EXIST PIPE �...0-.,`- � � \ - ------- -- — --- ENTRANCE i ?4 �22.51 TER IQUIII Y.} �\ y __T_ --------- - ---- ----- --- Jw LT. \ \ \� \\ \\ I II X _ �\ ' ARLADRAYN ---- -- ---- AR mm --__-- ---- �� \T DIY H)INLET EXIST GARAGE A / \ \ \ � \\\\\ \\�\\ \\� _ \ ��_\ � \_ - _-7T— - - �- - - - -_ n PROV I TO BE REMOVED - °f 1 NSTRE M 1 NFLOW EX 1ST DR INACE Zr of EROSION CONTROL ti DITCH 1 y1 I I \ I I MA MAT, T I P II II APP40X WETLANDS BOLINDAR I EBULL MTN. CITCON� TO ACQUIRE WETLAND P Al lMEADOWS RACTOR SHALL K IN T. WETAND AREA UNTIL � •� HAVE n I I I BEEP ACQUIRED I \ I I � SITE PLAN I I I I I I I I SCALE I' = 30' Ob1 X NOTICE - = SHEET X YLH - --__ ___- y DESIGNED E° "'��'' - = Mnrra',SmithdcASSociateS,Inc. ® EROSION CONTROL =En Ineers/Planners CITY of Tlc3uu►Ru DRAWN = = CITY OF 11PARD IF THIS BAR DOES g anew MENLOR RESERVOIR PLAN L-4 NOT MEASURE 1" JLH � •�M�� < THEN 700RA�EIS CHECKED 1 `tib 121 S.S.Salmon,Suite 1020 Phone (507)225-9010 NOT. NO. DATE BY REVISION Portland,Oregon 97204 Xaa (507)225-9022 32 OF 32 EXPIRES 6-30-9f PROJECT NO.: 96-0341.201 SCALE: I" 30' DATE: JUNE 1997 'L e