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Plans (16) PLM2O1 6 - 00002 , r CITY OF 7 REVIEWED FOR CODEOMPLIANCE RECEIVED Approved: Mt:? JAN 4 2016 OTC: j Permit#: RA 016-'000o, CITY OF TIGARD BUILDING DIVISION • Address: .1 FMcul Clvgp44,', gr Clean\Vater Services BY: t7-3 Date: /-5,7-4a14 • ► �l(d�� % OFFICE COPY Our commitment is clear . RIVER TERRACE NORTH PUMP STATION AND 663 1 UFORCE MAIN PROJECT NO . . ,_ cn DEFERRED SUBMITTALS V GLUME 4 TJF' 4 ITEM: SPECIFICATION: 0 AGGREGATE PIER FOUNDATION SYSTEMS 02255 6 PRE-FABRICATED METAL STAIRWAY 05500 N CO DECEMBER 2015 MANUFACTURED TRUSSES 00 MECHANICAL EQUIPMENT LATERAL SUPPORT Q 15000'S ELECTRICAL EQUIPMENT LATERAL SUPPORT 16000'S co STRUCTURAL SEE SHEET S- I wriniatal „ 14 BEAVERTON i l co INDEX OF DRAWINGS ��.� 7" • r� 111, in GENERAL ARCH I TECTURAL ELECTR I CAL, I NSTRUMENTAT I ON IMI II IIII 111 �uuumuumuumu 1°� o I G- I T I TLE SHEET, V I C I N I TY MAP AND I NDEX OF DRAW I NGS 37 A- I ARCH I TECTURAL FLOOR PLAN AND SECTION AND CONTROL al 2 0-2 GENERAL NOTES 38 A-2 BU I LD I NG ELEVAT I ONS it,,71:11 = : 111i/82 E-28 ELECTRICAL ATS LOOP !Im _N 3 G-3 ABBREVIAT I ONS 39 A-3 ARCHITECTURAL DETAILS DIAGRAM .��I� II� - tlQ &es",®P 4 G-4 SYMBOLS AND LEGEND ` - - STRUCTURAL 83 E-29 ELECTRICAL CAL A I RGAP i v- 4��,= - 5 G-5 DESIGN DATA SUMMARY TABLE AND SYSTEM HEAD-CAPAC I TY CURVES D I SCONNECT ENCLOSURE ■ i == ;---444,A., �� y 6 G-6 CODE SUMMARY 40 S- I GENERAL STRUCTURAL NOTES - 1 " '■'""� � C �� l 84 E-30 ELECTRICAL PANEL �O' ��.®• jy, I 41 S-2 QUALITY ASSURANCE PLAN AND NOTES SCHEDULES EROSION AND SEDIMENT CONTROL ;it """5' /' 'S■ i s 42 S-3 ROOF FRAM 1 NG, FOUNDATION PLAN, AND 85 E-3 I ELECTR I CAL CIRCUIT I v�' ��A:■ � ,! ° 7 ESC- 1 EROS ION AND SED I MENT CONTROL COVER SHEET STRUCTURAL SECTIONS i i O 1:• ■■■� -0 8 ESC-2 EROSION AND SEDIMENT CONTROL NOTES 43 S-4 STRUCTURAL SECT I ONS AND DETAILS 86 E-32 ELECTR I CAL SCIRCUIT l I 4` r. cm intra II 1 A.4•3 - 6 9 ESC-3 EROSION AND SEDIMENT CONTROL PUMP STATION PLAN 44 S-5 STRUCTURAL CMU DETAILS I � " ■� ! I I 0 ESC-4 EROSION AND SEDIMENT CONTROL PLAN STA FM I +00 TO STA FM 12+00 45 S-6 M I SC STRUCTURAL DETAILS SCHEDULES SHEET 2 /. ; ��.,��,a�•��►��!��/ o74 f I ESC-5 EROSION AND SEDIMENT CONTROL PLAN STA FM'12+00 TO STA FM20+40 46 S-7 M I SC STRUCTURAL DETAILS LANDSCAPING / IflII ' �,,�p ,-',•uu m°jt•a�i �® 2 ESC-6 EROSION AND SEDIMENT CONTROL PLAN 47 S-8 WET WELL TOP SLAB PLAN AND DETAILS nn°' ■■aloe®®,.:, 0 87 L- I LANDSCAPING PLAN _ _ SWII • If iii- ■■■■r® N STA FM20+40 TO STA FM2 I +80 AND STA SBB0+00 TO STA SBB 1 +66 Si( SC ULLS FE'RY RD 2 I 0 IrAh.,_ ��/�� ,,,,�_ ?Mir- MECHAN I CAL 88 L-2 LANDSCAPING DETAILS , 3 ESC-7 EROSION AND SEDIMENT CONTROL DETAILS - I --- - - - �/ run ■r�,�.ut ; ��t■ tt � stili 89 L-3 LANDSCAPING IRRIGATION - ami 4 ESC-8 EROSION AND SEDIMENT CONTROL DETAILS - 2 48 M- I CONTROL BUILDING AND VALVE VAULT PLAN 1 I. liii.. ■■/•: ;;um nuwl°. mom _ a-n` co DETAILS nog n �� 5 ESC-9 EROSION AND SEDIMENT CONTROL DETA I LS - 3 49 M-2 CONTROL BUILDING AND WET WELL SECTION ,�og� ■i�l��i�� 6 ESC- I0 EROSION AND SEDIMENT CONTROL DETA I LS - 4 50 M-3 HVAC PLAN AND SECTION1111 minium room=rmi,r., Inunlr� onp uun = 17 ESC- II EROSION AND SEDIMENT CONTROL DETA I LS - 5 5 I M-4 HVAC SCHEDULES, SECTION AND SCHEMATICS i TIGARD= E 11111 ,.52 M-5 MECHAN I CAL DETA I LS - I _ a .. . . ..., ■ "lima.. , CIVIL 53 M-6 MECHANICAL DETA I LS - 20 1 I. �11e- %�Ilumum0 r.18 C- I SITE PLAN 54 M-7 MECHANICAL DETAILS - 3 ' • m us ,.. "'I. _�_ n ��It 9 C-2 SITE PIPING PLAN _ 3 ISM un�ani• A11111111uae u l o 20 C-3 GRADING PLAN ELECTRICAL, INSTRUMENTATION AND CONTROL I ■ r nunn11111 lumnu■k4 Q F = mum nem min O,. j 21 C-4 GRADING SECT IONS - _won. l" =fie i:+ 22 C-5 FORCE MAIN PLAN & PROFILE STA FM I +00 TO STA FM6+40 55 E- I ELECTR CAL LEGEND AND ABBREVIATIONS PROJECT 1ll 10 ' _ -ilili�DIM " 23 C-6 FORCE MAIN PLAN & PROFILE STA FM6+40 TO STA FM I 1 +80 56 E-2 P&I D LEGEND AND SYMBOLS - :i -am ■A.�'�11. ' 24 C-7 FORCE MA I N PLAN & PROF I LE STA FM I 1 +80 TO STA FM 15+00 57 E-3 ELECTR CAL ONE-LINE DIAGRAM '�' °inmm ,' —� LOCATION 0_nnlmm�m nas NW ii III 1 cn 25 C-8 FORCE MAIN PLAN & PROF ILE STA FM 15+00 TO STA FM20+40 58 E-4 ELECTR CAL UTILITY SERVICE SITE PLAN - ■ Was 1 ./111-- mss, t a. 26 C-9 FORCE MAIN & GRAVITY MAIN PLAN & PROFILE 59 E-5 ELECTR CAL PUMP STATION SITE PLAN / 0 1 �II a reW10i\ he ♦ �� STA FM20+40 TO STA FM21 +80 & STA 5530+00 TO STA SSBI +66 60 E-6 ELECTR CAL BUILD I NG POWER PLAN = �i ,,�� Et�' 0 27 C- l0 SITE SUBSURFACE DRAIN PROFILE & DETAILS & SANITARY SEWER 61 E-7 ELECTR CAL BUILDING LIGHTING AND RECEPTACLE PLAN �. i IlIIlflEa $t Z TRUNK MAIN PROFILE 62 E-8 ELECTR CAL BUILDING COMMUNICATIONS PLAN \ t� .28 C- II CIV L DETA LS - I 63 E-9 ELECTR CAL MCC ELEVATION DETAIL AND SCHEDULEN _�- :;:ni111o . 0 29 C- 12 CIV L DETA LS - 2 64 E- 0 ELECTR CAL INSTALLATION DETAILS rsii �,, + ■■,� ,.1.111"" •�-• ,�L. .��L 30 C- 13 C I V L DETA LS - 3 65 E- I ELECTR CAL PUMP STATION P&I D P&I D I of 4 >-F- 31 C- 14 CIV L DETA LS - 4 66 E- 2 ELECTR CAL PUMP STATION P&I D P&I D 2 of 4 c �� ■tum L��l�I��5 32 C- 15 C 1 V L DETA LS - 5 67 E- 3 ELECTR CAL PUMP STATION P&I D P&1 D 3 of 4 ' Ln■ ammo■■ r j s r 3I nmm�n �� 1��/ /1■■■■■I 33 C- 16 CIV L DETA LS - 6 68 E- 4 ELECTR CAL STANDBY GEN. AND M I SC. ALARMS P&I D (4 of 4) i to .11..11■ �� L �1 j��:� Po 34 C- 17 C 1 V L DETA LS - 7 69 E- 5 ELECTR CAL SYSTEM COMMON I CATION BLOCK DIAGRAM l :;;' "gyp ; wort its pis I 35 C- 18 CIV L DETA LS - 8 70 E- 6 ELECTR CAL CONTROL SCHEMATICS PUMP WIRING DIAGRAM =11■. '►an,'��i%i�■o 36 C- I9 CIV L DETA LS - 9 71 E- 7 ELECTR CAL LIGHTING CONTROL PANEL _ - . - �_ aa_ I co 72 E- 8 ELECTR CAL CONTROL SCHEMATIC RTU j I\t/IrA Inc73 E- 9 ELECTR CAL MASTER CONTROL PANEL POWER WIRING DIAGRAM MurraySinith&Assodates, n . 75 E-274 0ELECTR CAL MASTER CONTROL PANEL BACKUP 1 ELECTR CAL MASTER CONTROL PANEL DISCRETE CONTROLI NPUT W II R I NG T I C a) 76 E-22 ELECTR CAL MASTER CONTROL PANEL ANALOG INPUT WIRING WCINITY MAP • - En ineers/Planners77 E-23 ELECTR CAL MASTER CONTROL PANEL LAYOUT= 78 E-24 ELECTR CAL FLOWMETER LOOP D I AGRAM SCALE: 1"=1,000' 121 S.A. Salmon, Suite 900 PHONE 503-225-9010 79 E25 ELECTR CAL LEVEL CONTROLLER LOOP D I AGRAMS �_ - 80 E-26 ELECTR CAL LEVEL SWITCH LOOP DIAGRAMS Portland, Oregon 97204 FAX 503-225-9022 81 E-27 ELECTR CAL GENERATOR LOOP D I AGRAM i 14- 1611 .204 1 GENERAL NOTES I . CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, COUNTY, STATE, AND UTILITY 18. CONTRACTOR SHALL MAKE ALL ARRANGEMENTS NECESSARY TO OBTAIN SUFFICIENT WATER, CONSTRUCTION PERMITS, AND SHALL CONTACT EACH PERMITTING AGENCY AT LEAST TWO (2) POWER AND LIGHTING FOR CONSTRUCTION PURPOSES. BUSINESS DAYS PRIOR TO STARTING WORK. CONTRACTOR SHALL OBTAIN ALL REQUIRED LICENSES BEFORE STARTING CONSTRUCTION. 19. PROVIDE 24-HOUR ACCESS FOR OPERATIONS. 2. THE LOCATIONS OF ALL EXISTING UNDERGROUND FACILITIES SHOWN ON THE PLANS ARE 20. VEGETATED CORRIDOR DELINEATION PROVIDED BY PACIFIC COMMUNITY DESIGN BASED ON BASED ON A FIELD SURVEY AND INFORMATION SUPPLIED BY UTILITY COMPANIES. AMENDED SERVICE PROVIDER LETTER, SPL AMENDMENT DATE JULY 13, 2015, FIGURES 3A AND LOCATIONS ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. THE CONTRACTOR SHALL 3B, PREPARED BY ANCHOR QEA. VERIFY LOCATIONS, ELEVATIONS, TYPE AND SIZES OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTING NEW PIPING/CONDUITS AND SHALL ADJUST NEW PIPING/CONDUITS AS 21 THE CONTRACT DOCUMENTS DEFINE WORK TO BE CONDUCTED BY TWO SEPARATE REQUIRED. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY CONFLICTS NOT CONTRACTORS UNDER TWO SEPARATE CONTRACTS WITH TWO DIFFERENT OWNERS: CLEAN WATER SHOWN ON THE PLANS AND SHALL KEEP EXISTING UTILITIES IN SERVICE AND PROTECT THEM SERVICES ("CWS"); AND POLYGON WLH LLC ("POLYGON"). THE NORTHERN PROERTY LINE OF THE DURING CONSTRUCTION. WHERE INTERRUPTION OF EXISTING FACILITIES IS REQUIRED, PUMP STATION SITE DELINEATES THE LIMITS OF THE WORK FOR THE TWO CONTRACTS. CONTRACTOR SHALL PROVIDE 72 HOUR NOTICE TO ENGINEER AND THE AFFECTED UTILITY. CONTRACTOR SHALL ARRANGE FOR THE RELOCATION OF ANY IN CONFLICT WITH THE PROPOSED CONSTRUCTION. 3. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF ORS 757.541 TO 757.571 . ATTENTION: OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW THE THE CONTRACTOR SHALL NOTIFY EACH UNDERGROUND UTILITY AT LEAST 48 BUSINESS-DAY RULES ARE SETTED OY THE OREGON2UTILITY1 - 01NO0IFICATION CENTER. THOSE HOURS, BUT NOT MORE. THAN 10 BUSINESS DAYS, PRIOR TO EXCAVATING, BORING, OR RULES- ARE SET FORTH NIOAR 952 MAY OBTAIN THROUGH OAR POTHOLING. 952-001 -0090. THE CONTRACTOR OBTAIN COPIES OF THE RULES BY CALLING THE UTILITY NOTIFICATION CENTER. (NOTE: THE 4. UTILITIES OR INTERFERING PORTIONS OF UTILITIES THAT ARE ABANDONED IN PLACE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS 503-246-6699.) SHALL BE REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK. THE CONTRACTOR SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES, UNLESS OTHERWISE REQUIRED BY THE ENGINEER. 5. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENTATION CONTROL DURING CONSTRUCTION (ANY TIME OF YEAR) PER THE REQUIREMENTS OF THE CITY OF TIGARD, WASHINGTON COUNTY AND THE OREGON DEQ. 0 6. TOPOGRAPHIC MAP WAS COMPILED BY OTAK ON OCTOBER 23, 2014. THE HORIZONTAL U N F - DATUM IS OREGON STATE PLANE, NORTH ZONE, NAD 83 (2011 ). THE VERTICAL DATUM IS NGVD i 29 (BASED ON WASHINGTON COUNTY BENCHMARK . 107). 7. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE PLANS AND PROJECT o SPECIFICATIONS. 0 CV 8. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENT NEEDED TO MEET EXISTING FIELD CONDITIONS, SHALL FIRST BE APPROVED BY THE ENGINEER. ANY ALTERATIONS OR VARIANCE FROM THESE PLANS SHALL BE DOCUMENTED ON CONSTRUCTION FIELD PRINTS AND TRANSMITTED TO THE ENGINEER. ANY PROPOSED CHANGES IN CONSTRUCTION PLANS MUST BE SUBMITTED IN WRITING AND APPROVED BY ENGINEER PRIOR TO COMMENCING WORK. Ni 9. CONTRACTOR SHALL PROTECT ALL PROPERTY CORNERS, SURVEY MONUMENTS AND CONTROL a POINTS. SURVEY MONUMENTS OF THIS TYPE DISTURBED DURING CONSTRUCTION SHALL BE N REPLACED AT CONTRACTOR'S EXPENSE, WITH APPROPRIATE SURVEYS FILED WITH THE COUNTY N SURVEYOR. 10. THE CONTRACTOR SHALL DISPOSE OF ALL REMOVED OR REPLACED MATERIAL AND EQUIPMENT IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS, EXCEPT THOSE ITEMS j' DESIGNATED BY THE OWNER FOR SALVAGING. SALVAGED ITEMS SHALL REMAIN THE PROPERTY OF THE OWNER, AND SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED. -0 IJ . ALL STRUCTURES, LOTS, SWALES, D ITCHES, CURBS, FENCES, WALLS, MAILBOXES, SIGNS, 6 POLES, GUY WIRES, PIPING, AND UTILITIES DISTURBED DURING CONSTRUCTION TO BE RESTORED TO EXISTING CONDITION UNLESS OTHERWISE SPECIFIED. 0 12. CONTRACTOR . SHALL PROTECT TRAFFIC AT ALL TIMES DURING CONSTRUCTION. ALL o TRAFFIC CONTROL MEASURES SHALL BE APPROVED BY CITY, COUNTY AND STATE AS REQUIRED I AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS TO THE ENGINEER PRIOR TO COMMENCING ANY WORK WITHIN THE C° PUBLIC RIGHT-OF-WAY. 13. CONTRACTOR SHALL KEEP AND MAINTAIN A CURRENT SET OF DRAWINGS ON SITE. CONTRACTOR IfT TO KEEP ACCURATE "AS-BUILT" RECORD COPY OF PLANS. "AS-BUILT" PLANS TO BE RETURNED TO ENGINEER AT COMPLETION OF PROJECT. A COPY OF "AS-BUILT" MARKUPS SHALL BE PROVIDED FOR _c THE PUMP STATION WHILE AS-BUILTS ARE BEING PREPARED. o 14. THE CONTRACTOR SHALL PROVIDE TEMPORARY TAPS AND BLOW-OFFS AND THRUST RESTRAINTS AS REQUIRED TO FACILITATE TESTING OF PIPELINES. AT COMPLETION, REMOVE TEMPORARY TEST TAPS AND REPLACE WITH PERMANENT STAINLESS STEEL PLUGS. 15. CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER 48 HOURS BEFORE STARTING rn CONSTRUCTION, AND 24 HOURS BEFORE RESUMING WORK AFTER SHUTDOWNS EXCEPT FOR NORMAL RESUMPTION OF WORK FOLLOWING SATURDAYS, SUNDAYS, OR HOLIDAYS. CONTRACTOR SHALL NOTIFY -c THE ENGINEER A MINIMUM OF 48 HOURS PRIOR TO ANY TESTING OR REQUIRED INSPECTION. 111 e 0 Z 16. THE LIMITS OF THE SITE THAT MAY BE USED FOR CONSTRUCTION, STORAGE, MATERIALS r 0 HANDLING, PARKING OF VEHICLES AND OTHER OPERATIONS RELATED TO THE PROJECT ARE SHOWN ON THE PLANS. LIMITS OF WORK ALSO INCLUDE RIGHTS OF ACCESS OBTAINED BY THE 0 CONTRACTOR, SUBJECT TO ALL PUBLIC LAWS AND REGULATIONS AND RIGHTS OF ACCESS BY Know what's below. ~ UTILITY COMPANIES AND OTHER HOLDERS OF EASEMENT RIGHTS. Call before you dig. 17. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL HOMES AND BUSINESSES AT ALL TIMES. PROVIDE WRITTEN NOTICE TO ALL PROPERTY OWNERS AT LEAST TWO BUSINESS DAYS IN ADVANCE OF WORK IN AND/OR CROSSING OF DRIVEWAYS. co ��p SHEET U 0 NONCE 1 DESIGNAMED PROterr 4`:I 42 - _ Murray Smith&ASsodates,Inc I =: CleanWate\ Services GENERAL NOTES �I DK T �� ^ - _ Engineers/Planners G- 2 DRAWN Our commitment is clear. 1 IF THIS BAR DOES -- OREGON C`. e NOT MEASURE 1" AS it ✓ 1fli it -1/4 �e 5 �� - 121 SB. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION a THEN DRAWING IS CHECKED F� �,t —�— Portland, Oregon 97204 FAX 503-225-9022 NOT TO SCALE M, gAAGhAND FORCE MAIN PROJECT NO. 6631 2 of 89 6 NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14-161 1.2041 SCALE: NONE I DATE: DECEMBER 2015 ® AT CONTR CONTRACT (OR) GALV GALVANIZED MAN MANUAL RM ROOM W WATER AASHTO AMERICAN ASSOCIATION OF STATE COORD COORDINATE GC GROOVED COUPLING MATL MATERIAL RND ROUND W/ WITH HIGHWAY & TRANSPORTATION OFFICIALS COP COPPER GFA GROOVED FLANGE ADAPTER MAX MAXIMUM RO ROUGH OPENING W/O WITHOUT AB ANCHOR BOLT CORP CORPORATION GI GALVANIZED IRON MCC MOTOR CONTROL CENTER ROW or R/W RIGHT OF WAY W/W WALL TO WALL ABAN (D) ABANDON (ED) CORR CORRUGATED GIP GALVANIZED IRON PIPE MCP MASTER CONTROL PANEL RPBPD REDUCED PRESSURE BACKFLOW WD WOOD ABS ACRYLONITRILE BUTADIENE STYRENE CP CONTROL POINT GJ GRIP JOINT MECH MECHANICAL PREVENTION DEVICE WF WIDE FLANGE ABV ABOVE CPLG COUPLING GL GLASS MET METAL RPM REVOLUTIONS PER MINUTE WH WALL HYDRANT AC ASPHALTIC CONCRETE CPVC CHLORINATED POLYVINYL CHLORIDE GLV GLOBE VALVE MFR MANUFACTURER RR RAILROAD WHTR WATER HEATER ACP ASPHALTIC CONCRETE PAVING CR CRUSHED ROCK GND GROUND MGD MILLION GALLONS PER DAY RST REINFORCING STEEL WI WROUGHT IRON ADJ ADJUSTABLE CS COMBINED SEWER GPD GALLONS PER DAY MH MANHOLE RT RIGHT WM WATER METER ADJC ADJACENT CSP CONCRETE SEWER PIPE GPH GALLONS PER HOUR MIN MINIMUM WP WORKING POINT / WATERPROOFING AFF ABOVE FINISHED FLOOR CT COURT GPM GALLONS PER MINUTE MIPT MALE IRON PIPE THREAD SALV SALVAGE WS WATER SERVICE AFG ABOVE FINISHED GRADE CTR CENTER GPS GALLONS PER SECOND MISC MISCELLANEOUS SAN SANITARY WSDOT WASHINGTON STATE DEPARTMENT AHR ANCHOR CU CUBIC GR GRADE MJ MECHANICAL JOINT SC SOLID CORE OF TRANSPORTATION AL ALUMINUM CULV CULVERT GR LN GRADE LINE MON MONUMENT / MONOLITHIC SCHED SCHEDULE WT WEIGHT ALT ALTERNATE CV CONTROL VALVE GRTG GRATING MOT MOTOR SD STORM DRAIN WTP WATER TREATMENT PLANT AMP AMPERE CW CLOCKWISE / COLD WATER GV GATE VALVE MP MILEPOST SDL SADDLE WTRT WATERTIGHT ANSI AMERICAN NATIONAL STANDARDS INSTITUTE CWS CLEAN WATER SERVICES GRVL GRAVEL MSL MEAN SEA LEVEL SDR STANDARD DIMENSION RATIO WWF WELDED WIRE FABRIC APPROX APPROXIMATE CY CUBIC YARDS GYP GYPSUM MTD MOUNTED SECT SECTION WWTF WASTEWATER TREATMENT FACILITY APPVD APPROVED SHLDR SHOULDER WWTP WASTEWATER TREATMENT PLANT APWA AMERICAN PUBLIC WORKS ASSOCIATION D DRAIN HB HOSE BIBB NA NOT APPLICABLE SHT SHEET ARCH ARCHITECTURAL DC DIRECT CURRENT HC HOLLOW CORE NC NORMALLY CLOSED SIM SIMILAR X SECT CROSS SECTION ARV AIR RELEASE VALVE DEFL DEFLECTION HDPE HIGH DENSITY POLYETHYLENE NF NEAR FACE SLP SLOPE XFMR TRANSFORMER ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS DET DETAIL HDR HEADER NIC NOT IN CONTRACT SLV SLEEVE DI DUCTILE IRON ASSN ASSOCIATION DIA DIAMETER HDWE HARDWARE NO / NO. NORMALLY OPEN / NUMBER SOLN SOLUTION YD YARD DRAIN/YARD ASSY ASSEMBLY HGR HANGER NOM NOMINAL SP SOIL PIPE / SEWER PIPE YH YARD HYDRANT ASTM AMERICAN SOCIETY FOR TESTING DIM DDIR IRECTION TIOHGT HEIGHT NORM NORMAL SPCL SPECIAL YR YEAR & MATERIALS DIST DISTANCEN HH HANDHOLD NRS NON—RISING STEM SPEC (S) SPECIFICATION (S) ATM ATMOSPHERE DN DOWN HM HOLLOW METAL NTS NOT TO SCALE SPG SPACING ZN ZINC AUTO AUTOMATIC DR DRIVE HNDRL HAND RAIL SPL SPOOL AUX AUXILIARY DS DOWNSPOUT HOA HAND—OFF—AUTO 0 TO 0 OUT TO OUT SPRT SUPPORT AVE AVENUE DWG DRAWING HOR HAND—OFF—REMOTE OC ON CENTER SQ SQUARE AVG AVERAGE DWL DOWEL HORIZ HORIZONTAL OD OUTSIDE DIAMETER SQ FT SQUARE FOOT AWWA AMERICAN WATER WORKS ASSOCIATION DWV DRAIN WASTE AND VENT HP HIGH PRESSURE / HORSEPOWER ODOT OREGON DEPARTMENT OF TRANSPORTATION SQ IN SQUARE INCH 2 DWY DRIVEWAY HPG HIGH PRESSURE GAS OF OVERFLOW / OUTSIDE FACE SQ YD SQUARE YARD B&S BELL & SPIGOT EA EACH HPT HIGH POINT OPNG OPENING SS SANITARY SEWER BC BOLT CIRCLE HPU HEATING PUMP UNIT OPP OPPOSITE SSD SUBSURFACE DRAIN > BD BOARD ECC ECCENTRIC HR HOUR ORIG ORIGINAL SST STAINLESS STEEL BETW BETWEEN EF EACH FACE HSB HIGH STRENGTH BOLT OVHD OVERHEAD ST STREET o BF BOTH FACE EL ELEVATION HV HOSE VALVE STA STATION o BFD BACKFLOW PREVENTION DEVICE ELELEC ELECW TRICAL RICAL HVAC HEATING, VENTILATION, AIR P&ID PROCESS & INSTRUMENTATION DIAGRAM STD STANDARD BFILL BACK FILL CONDITIONING PC POINT OF CURVE STL STEEL 1— BEV BUTTERFLY VALVE ENOL ENCLOSURE EOP EDGE OF PAVEMENT HAIL HIGH WATER LINE PCC POINT OF COMPOUND CURVE STOR STORAGE o BHP BRAKE HORSEPOWER EQ EQUAL HWY HIGHWAY PCVC POINT OF CURVATURE ON VERTICAL CURVE STR STRAIGHT BKGD BACKGROUND EQL SP EQUALLY SPACED HYD HYDRANT PE PLAIN END STRUCT STRUCTURE / STRUCTURAL 0- BLDG BUILDING EQUIP EQUIPMENT HYDR HYDRAULIC PERF PERFORATED SUBMG SUBMERGED `I) BLK BLOCK EW EACH WAY PERM PERMANENT SUCT SUCTION BLVD BOULEVARD EXC EXCAVATE &C NSTRUMENTATION & CONTROL PERP PERPENDICULAR SV SOLENOID VALVE ro BM BENCHMARK / BEAM EXIST EXISTING AW N ACCORDANCE WITH PG PRESSURE GAUGE S/W SIDEWALK ", BMP BEST MANAGEMENT PRACTICE EXIST GR EXISTING GRADE D NSIDE DIAMETER PH PIPE HANGER SWD SIDEWATER DEPTH N BO BLOWOFF EXP EXPANSION E NVERT ELEVATION PI POINT OF INTERSECTION SWGR SWITCH GEAR Lo BOC BACK OF CURB EXP BT EXPANSION BOLT F NSIDE FACE PIVC POINT OF INTERSECTION ON SYMM SYMMETRICAL BS BOTH SIDES EXP JT EXPANSION JOINT MPVT MPROVEMENT VERTICAL CURVE SYS SYSTEM BSMT BASEMENT EXT EXTERIOR N NCH PL or R PROPERTY LINE / PLATE / PLASTIC — BTF BOTTOM FACE NCC NCLUDE (D) ( ING) PLBG PLUMBING T or TEL TELEPHONE ro BTU BRITISH THERMAL UNIT F FAHRENHEIT NFL NFLUENT PNL PANEL T&B TOP & BOTTOM 0 BV BALL VALVE F TO F FACE TO FACE NJ NJECTION POC POINT OF CURVATURE TAN TANGENCY FAB FABRICATE 3 BW BOTH WAYS FB FLAT BAR NSTL NSTALLATION / INSTALL POLY POLYETHYLENE TB THRUST BLOCK FCA FLANGED COUPLING ADAPTER NSUL NSULATION POT POINT OF TANGENCY TBM TEMPORARY BENCH MARK 6 C CELSIUSNTER NTERCEPTOR PP POWER POLE TC TOP OF CONCRETE / TOP OF CURB IC TO C CENTER TO CENTER FCO FLOOR CLEANOUT NTR NTERIOR PRC POINT OF REVERSE CURVATURE TDH TOTAL DYNAMIC HEAD o CARV COMBINATION AIR RELEASE VALVE FD FLOOR DRAIN NV NVERT PRCST PRECAST TEMP TEMPERATURE / TEMPORARY I CATV CABLE TELEVISION FDN FOUNDATION P RON PIPE PREP PREPARATION T&G TONGUE & GROOVE o CB CATCH BASIN FEXT FIRE EXTINGUISHER PT RON PIPE THREAD PRESS PRESSURE THK THICKNESS (NI CCP CONCRETE CYLINDER PIPE FF FAR FACE R RON ROD PRKG PARKING THRD THREAD(ED) — CCW COUNTER CLOCKWISE FGL FIBERGLASS RRIG RRIGATION PROP PROPERTY THRU THROUGH co CFM CUBIC FEET PER MINUTE FH FIRE HYDRANT PRV PRESSURE REDUCING VALVE TP TEST PIT/TOP OF PAVEMENT/TURNING 1 CFS CUBIC FEET PER SECOND FIN FL FINISH FLOOR JT JOINT PS PUMP STATION POINT ' CHAN CHANNEL FIN GR FINISH GRADE JUNC JUNCTION PSIG POUNDS PER SQUARE INCH GAGE TRANS TRANSITION — CHEM CHEMICAL FIPT FEMALE IRON PIPE THREAD PSL PIPE SLEEVE TSP TRI —SODIUM PHOSPHATE cn CHFR CHAMFER FITC FITTING KPL KICK PLATE PSPT PIPE SUPPORT TST TOP OF STEEL FL FLOOR LINE CHKV CHECK VALVE KVA KILOVOLT AMPERE PT PRESSURE TREATED TW TOP OF WALL � CI CAST IRON FLEX FLEXIBLE KW KILOWATT PTVC POINT OF TANGENCY ON VERTICAL TYP TYPICAL o CIP CAST IRON PIPE FLG FLANGE KWY KEYWAY CURVE < FLL FLOW LINE CIPC CAST IN PLACE CONCRETE PV PLUG VALVE UG UNDERGROUND o CISP CAST IRON SOIL PIPE FLR FLOOR L LENGTH OF CURVE PVC POLYVINYL CHLORIDE UH UNIT HEATER FM FORCE MAIN u_ CJ CONSTRUCTION JOINT LAB LABORATORY PVMT PAVEMENT UN UNION FO FIBER OPTIC CL or Z CENTER LINE LAV LAVATORY PWR POWER UON UNLESS OTHERWISE NOTED CL2 CHLORINE FOC FACE OF CONCRETE LB POUND USGS UNITED STATES GEOLOGIC SURVEY FOF FACE OF FINISH a. CLG CEILING LF LINEAL FOOT QTY QUANTITY CLJ CONTROL JOINT FOM FACE OF MASONRY LIN LINEAL / LINEAR V VENT / VOLT CLR CLEAR FOS FACE OF STUDS LN LANE RAD RADIUS VAC VACUUM z CLSM CONTROLLED LOW STRENGTH MATERIAL FPM FEET PER MINUTE LOC LOCATION RC REINFORCED CONCRETE VB VACUUM BREAKER 0 CMP CORRUGATED METAL PIPE FPS FEET PER SECOND LONG LONGITUDINAL RCP REINFORCED CONCRETE PIPE VBOX VALVE BOX 0 CMU CONCRETE MASONRY UNIT FRP FIBERGLASS REINFORCED PLASTIC LP LOW PRESSURE RD ROAD / ROOF DRAIN VC VERTICAL CURVE CND CONDUIT FT FEET FOOTING OOT LPT LOW POINT RDCR REDUCER VERT VERTICAL HCO CLEANOUT FTG LRG LARGE REF REFERENCE VFD VARIABLE FREQUENCY DRIVE COL COLUMN FUT FUTURE LS LONG SLEEVE / LUMP SUM REINF REINFORCE (D) ( ING) (MENT) VOL VOLUME COMB COMBINATION FXTR FIXTURE LT LEFT REQ'D REQUIRED VCP VITRIFIED CLAY PIPE ° CONC CONCRETE LVL LEVEL RESTR RESTRAINED VTR VENT THROUGH ROOF I CONN CONNECTION G GAS GA GAUGE LWL LOW WATER LINE RFCA RESTRAINED FLANGE COUPLING ADAPTER — CONST CONSTRUCTION co CONT CONTINUOUS / CONTINUATION GAL GALLON SHEET ti 0 NOTICE AMB 49 1 DESIGNED Map P 4 —Eirff" g — Murray,Smith&Associates,Inc. .. tannii DKT -_ - i - B o — CleanWater Services ABBREVIATIONS G- 3 DRAWN `` — p wC _ — Engineers/Planners I . IF THIS BAR DOES _ 0;,.r C E Ca = Our commitment is clear. NOT MEASURE 1" AS v ✓1, fl $ E = 7 W,C 121 SI Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION o THEN DRAWING IS CHECKED A- ct. fc —"�f 3 n_ j NOT TO SCALE M, aA(164` Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 3 of 89 NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14— 16 1 1.204 I SCALE: NONE I DATE: DECEMBER 2015 P I PE SYMBOLS VALVE SYMBOLS TOPOGRAPH I C LEGEND PLANT SCHEMATIC PLANT SCHEMATIC EXISTING PROPOSED n I WELDED JOINT h --I f I— BUTTERFLY VALVE WATERLINE - - - - 10"W - - - - I2" DI W S l I I FLANGED JOINT n )x( GATE VALVE ELECTRICITY - GAS - -- - 4"G- - - - S E A Q GROOVED END JOINT 0 iG —{>01-- GLOBE VALVE TELEPHONE/TELEMETRY - - - - -T- - - - - 0 A CI MECHANICAL JOINT 0 1)81 BALL VALVE FIBER OPTIC FO 11 OVERHEAD UTILITY OHL r A C PUSH-ON JOINT (RUBBER GASKET) 1 * -_ 0 BALANCING VALVE SANITARY SEWER L INE - - - -8"SS- - - - 8"SS : = 0 1 ) e--� — SANITARY SEWER FORCE MAIN - - - -6"FM- - - - 6"FM fl - FLANGED COUPLING ADAPTER 1 - / 1 DIAPHRAGM VALVE STORM DRAIN - - - -8"SD- - - - 8"SD h DC DOUBLE BALL FLEXIBLE EXTENSION COUPLING n 0 A —0 PLUG VALVE (TOP) CULVERT }- -< >—I 8"D—< C4 11 44> FLEX I BLE COUPLING W/ THRUST R I NG Sj_ V — - PLUG VALVE (SIDE) ABANDON P IPE t/777 71 7L//771fF DRAINAGE DITCH - - - - - -•••- -•••- - ® II O I ELBOW. UP ` FENCE x x x X X--X— I �,IIS 3-WAY PLUG VALVE C C I ELBOW DOWN - _col_ CHAIN L INK FENCE ---o---o---o---0 -0---AD----0----0 - Y �~ 1 \_ SWING CHECK VALVE TEMPORARY SILT FENCE n n n ® __Aof TEE UP GUARDRAIL - ( �� 4 __...\ -N\-.\...- - DOUBLE CHECK ASSEMBLY TREE/BUSH LINE U - - u S t 101 TEE DOWN - BALL SWING CHECK n v - --G —R— CENTERLINE - - - - — o W �- ISI LATERAL UP U _� ly_I EASEMENT/PROPERTY LINE f SILENT CHECK VALVE o - - - - R I GHT-OF-WAY - --- - - - - - N S t 101 LATERAL DOWN ! Y *Hips H ips EDGE OF PAVEMENT AC - - PRESSURE REDUCING VALVE PAVEMENT/ AC , -1 pl CONCENTRIC REDUCER EDGE OF GRAVEL _ Y �j ---C> 1 ALT I TUDE CONTROL VALVE CURB in }1N ECCENTRIC REDUCER - - Le ni1514:::3 __a__,_ SOLENOID VALVE SIDEWALK S/W S/W 0 1 [0] i --III UNION STRUCTURE OR FACILITY N - - - - - - N 1 m -- 1 BLIND FLANGE CONTOUR MINOR _ — ♦0 RELIEF VALVE 'PiCONTOUR MAJOR ____----200-� �----200-__J 1 Q ] CAP PI MANHOLE 0 0 1 Ci int --I 1-- LONG SLEEVE ? _ _ \ —I I NEEDLE VALVE CLEAN-OUT 0 0 - _ CATCH BASIN/FIELD INLET I1 0 6I b � FLEXIBLE COUPLING HOSE VALVE THRUST BLOCK 0 o0-END OR PLUGGED END 0- REDUCED PRESSURE BACKFLOW VALVE ® S c\ PREVENTER W/ GATE VALVES D L^ I A I R INJECTION ASSEMBLY --0 I- �-I FITTING HOSE B IBB BLOW-OFF ASSEMBLY 00 I--.' co 0<1 SECTION AND DETAIL DESIGNATIONS MISCELLANEOUS PIPING SYMBOLS F IRYASSEMBLY - I-4D F RE HHYDDRARAE NT ASSEMBLY .Q SECTION DESIGNATIONS DETA I L DESIGNATIONS I STRAINER WATER METER ® Pi o SECTION LETTER PULL BOX/JUNCTION BOX --fl -U- Q a DESIGNATION o L 0 SIGHT GLASS � UTILITY POLE -O- -1111- SHEET WHEREGUY WIRE N SECTION IS SHOWN * PRESSURE GAUGE W/ COCK LIGHT POST SECTION LETTER DETAIL Q PRESSURE SWITCH W/ COCK MAILBOX a z SECT SECTION A DESIGNATION DETAIL 0 NUMBER SIGN o SCALE: 2 SCALE: M METER 0 SHEET FROM WHICH SHEET FROM WHICH BENCHMARK (SP) SLIP-ON JOINT PIPE SECTION IS TAKEN * DETAIL IS TAKEN * TREE DECIDUOUS C C3 CR > RESTRAINED JOINT PIPE TREE CONIFEROUS 0 0 I * NOTE: IF PLAN AND SECTION FOR DETAIL CALL-OUT AND DETAIL ARE TREE TO BE REMOVED 43 SHOWN ON THE SAME DRAWING, DRAWING NUMBER I S REPLACED W I TH A co DASH. SURFACE ELEVATION + 176.63 + 176.63 _ * SHEET NOTICE 1 DESIGNED � '4 79401�% LICA Murray Smith&Associates,Inc. to DKT - a =A e — CleanWaterr Services SYMBOLS AND LEGEND _ 0 DRAWN I i ;_ —. = __ Engineers/Planners G 4 CL IF THIS BAR DOES o;.; p C Our commitment is clear. ,<I NOT MEASURE 1" AS - ✓pnE gp00 �Q — ii E. =3 — 121 SA. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION o THEN DRAWING IS CHECKED Cr fc� �� ` te — i NOT TO SCALE 4 BARD' Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 4 of 89 NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14- 1611.2041 SCALE: NONE ' DATE: DECEMBER 2015 9 r - 1 I I . k.. \ - -1 I / KEY NOTES: ya SECTION LINE, ! _I l; :11'-721:11 o I PERMANENT %GI ! 1 e , = 0 CONTROL BLDG & VALVE VAULT (BELOW), SEE ARCH, MECH, & 2SIW SECTION 06 241Led �pr , I I EASEMENT E STRUCT SHTS . 1 O WET WELL (SEE SHT M- 1 ) COAT INTERIOR W/ SYSTEM 210 PER - % I iI I SPECIFICATIONS. APPROX LIMITS OF TIGHT SHEET SHORING _ • ! SYSTEM SHOWN. _ _ _ j I / I � . i O3 GENERATOR FDN SLAB, SEE DET I , SHT C- 13 II I F ` I Y / I � d � / O 1 4 ELEC XFMR 1 I I i�/r,,i 1 - �- 5 FUT WET WELL 8c VALVE VAULT I I1 - 1 /� sDI4 / O I a r' /' / O6 CHAIN LINK FENCE, SEE SHT C- I I ® __, ( , , / , s _ \ O7 BYPASS ASSY, SEE SHT C- 12 / // 4 • 11 Jr OB-4 - - -- i3 ' u — — — .___. — —' \:>"--- — — ---- — — ---_ _ _ - )\ / O8 DOUBLE SWING GATE, SEE SHT C— I I f� = i \3F.2 Wei, \ / 1 g AC PRKG & MAINTENANCE AREA, SEE DET 5, SHT C— I 1 In I 'I` .�. 3E.1 1 PERMANENT: O I — EASEMENT Ip SITE SUBSURFACE DRAIN OUTFALL, SEE SHT C- 10 I S�DMH // --� ,/ O I i Il 3F R "--�"------ " I �n _ DMH / T . a ir —SDMH "' s �� WORK LIMITS I I �� -4 ' 0,_____,,_____, - — .�� _ _ i ' o,�� \' ~ J / I I GRVL PRKG AREA (FUT FACILITY LOC), SEE DET 5, SHT C- 12 wu OF CONTRACT t---------sDcl o 0 O ® r �\ \ �#, / 12 ACCESS DRIVEWAY UNDER CONTRACT W/ POLYGON (REF W/ POYLGON -' `� �_ _ _ S \ _K / / PACIFIC COMMUNITY DESIGN PROJECT NO. 395-037) -- -- WORK LIMITS ��®,�I�� _ _ 1L.-----e‘‘ TEMPORARY CONSTRUCTION / 13 APPROX LIMITS OF AGGREGATE PIER FDN SYSTEM BOUNDARY, o - EASEMENT FOR PUMP STATION N -°� =I�a .9..fxwax,.m, SEE SPEC SECT 02255 OF CONTRACT 0 ■ s 1 " I• 24' `~'".: •, '�,:`:1 I \ --- \ CONSTRUCTION / NI- W/ CWS I t`,; t'�__1 — - I -- - 4 1 \ / 14 APPROX LIMITS OF AGGREGATE SLOPE STABILITY SYSTEM 1 BOUNDARY, SEE SPEC SECT 02255 zL D I \ 6 1 B- I © fr 11 / N 11 •�b 1 /� ^� _� / 15 BYPASS MANHOLE W/ APPROX LIMITS OF TIGHT SHEET ;`, \_ SHORING SYSTEM SHOWN L---�� _ < ` PUMP STATION o �.4,ti - • " I CONSTRUCTION ON / -� _ ? B 3 © 5 ABANDON AND DECOMMISSION STANDPIPE I N B- I N \ W ( _ - I I STAG i NG AREA / / ACCORDANCE WITH THE SPECIAL PROVISIONS. cN ❑ D \ - I i `? \ CONTRACTORS SHALL COORDINATE TO CONNECT ALL UTILITIES I [. B.-7.2 I s _ J , �/ / THAT CROSS THE WORK LIMITS OF THE CONTRACT. SEE NOTE I7 ..etc tv.:!Y1 W ��6r:I l.i�` A+R 7.kFT1Y�Ye;Sx.0iZAti . Q& a7`'\.t/:t 11\\ Yy:}S4Ai.✓��y�i 0. ,� � . :.�.._,s,�•s_. .. •i I PROPERTY LINE 2 I SHEET G-2 •• I / �— �/ 5 NO WORK AND NO STAGING SHALL OCCUR WITHIN THE o i I 0 • i 0 1 / / VEGETATED CORR I DOR. SEE NOTE 2, SHEET ESC-3. i OX _ _ _ _ -------- m i - - - — i / LEGEND t •• • •• • ••—• O• B- I BORING MADE BY GR I �� (DECEMBER 17, 2014) _ _ _____ _ ___\)/*- --- i I 0 I / / PERMANENT / EASEMENT w o_ i VEGETATED CORRIDOR _________ _\12WETLAND BOUNDARY L Q z U L L N PLAN SCALE: I "=20' co a SHEET NOTICE AMB �A%� PROPFff ET - – – — _ MurraySmith&Associates Inc. v 0 1 1 DESIGNED �,�oix$8 /� _ = _ CAD " 79401 ti_A - – – O En ineers/Planners CleanWater Services SITE PLAN C_DRAWN _ _ 1 IF THIS BAR DOES ') o N __ _ _ _ _ = _ Our commitment is clear. x NOT MEASURE 1" AS 9( ✓�NElt 1�0 kP _ _ _ _ _ _ 121 S.N. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION THEN n NOT TTOAWING SCALES CHECKED ci. G'1' �� aAR Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 18 of 89 a NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14-161 1.204 ' SCALE: AS SHOWN I DATE: DECEMBER 2015 r 3F.2 + 2 - s eY N `` I m w .__0_____T__ __ — — -- \� SANITARY SEWER TRUNK MAI N REFER TO DESIGN BY AKS ENGINEERING & in a I SEE SHT C- 10 FOR SANITARY SEWER PROFILE FORESTRY, LLC FOR I i CORRECT ALIGNMENT, I 2 CONSTRUCT 6" PVC DRAIN TO WET WELL, SEE SHT M-2 MATER I ALS & N DIMENSIONS 5--- - - I - --1r--30"SS- I I SSA2 0 FORCE MA I N I E-220.0 WORK L M TS OF OI SEE SHTS C-5 THROUGH C- I 0 FOR FORCE MAIN PLAN & PROFILE 24"SS I - -- _ CONTRACT W © N _ - _ __— E-2 O2 STA FM I +00, BEGIN FORCE MAIN PROFILE 'FM' AT OUTSIDE FACE �� A, \ } — 2- OF WALL POLYGON 0 Aoto I -- - = O BYPASS ASSY, SEE DET 2, SHT C- 12 WORK LIMITS ' Ticbr,, oI : i / ; / y �,; , / /1I E-22Q.0 .— /OF CONTRACT ' ► 1 `I`-- \� •r s"ssD + 240 - -_____I — _ . �- - / I IMr,9, i' e ? •tel. • * • • o _ I WATER W CWS 1Io;., � � �+� �? ��tt��•1 I 511,114,t * CONSTRUCT I DIA COP WATERLINE AT 30" DEPTH 11 1 bit{ - • 1 O i Ili ,• •- - , ,�1 I ' � I E-220.0 1 1 I I '� ;E - - i_ •-__ I — 01 _ k%-1-' �j � © I " WATER SERVICE RPBP I N HEATED ENCLOSURE, SEE I I I I � �.�• r--L-- --1- ` 11 1 ;_? —1 — — ,T • I 1 STD DET, SHT C- 19 ELEC XFMR I l 1 I IO 1 I r"� I -� I I 1 1 "r ' 1 \ 0 © I " WATER SERVICE PER CITY OF TIGARD STD DET 520 �' I I 1 1 1 I � I 1 1 1 rn A I , v? I 1 1 1 1 '' o =.` _I ,�•'a PROPERTY LINE m i I 11 i i rabp — + c /�� `� STORM /DRAIN P I P s NG I \ © - - I • ,,2 I• O CONSTRUCT 2'x2' AREA DRAIN, SEE DET 6, SHT C- 12, 0 1 1 1 ten; cn 1 \I .4 CONSTRUCT 8" PVC DRAIN TO WET WELL oN IE-220.0 I e ��g' U O _- foo n ( 1 ,J 1E-220.0 1 1 •� • O �� 4,1 J/r © ROOF DRAIN PIPING 1 1 I1 I I 1 � � �--- II ° i 8% N� 1 '• 1` -I I I FURN ISH & INSTALL: . 1 I I III I t - ( N .l. " 95 LF 4 HDPE r\ \\ \\ II1 © • \ ! ';'1111 �e , \1 1 1 1 '_.t�l � FUT WET WELL & I E END= 7.5 Ln 1 1 1 11 11 11 11 %1Ii © © 1 LIj\ n) LJ i - I: VALVE VAULT _ o 1 1 I I 1 „fair, I 'if I ROOF DRAIN OUTFALL PIPE STUB OUT, Do. 1 1 1 1 1 1 1 ':�' %� CONTROL BLDG I� Q o I '` I I CONNECT TO NEW CB, SEE NOTE 3 1 1 1 , It ai s':I & VALVE VAULT 11 cr tut} / L J_ _ _ — � �'• - I 1 1 1 1 1 1 • ��'1 11 z in / > — FURNISH & INSTALL: cv 11 I 1 \ I 1 ��:xII II 8 / �� I .:�-�,� 62 LF 4" D I PIPE c� , I 1 11 I 1 11 1 ►5� ! Il // J •4 ,, \ I -4 HDPE/DI TRANS CPLG I I 1 1 1 1 4,1':I i 1 i ci 1 1 1 1 1 1 ��.`•�:r:rr��:•>� •!�:`�- :.-- • ` , • -tr.�ti�� I 1 I -4" D I 45° BEND, MJ 1 I •iV` .,•e (�•, ` • •••��r .�\� • ►`%'ter .Y.1��:l to , •• •• V .,��a••A tr• ..s 1 1 yy.,wp� •• �•� r ►r`�� •�. �• .1.`�.1,�� s►r�1L`�i O. 1 \r,� .,�• L.r.i?,�:t1_�.p•y i an. 3 I I 1 Ji1w.lr\/,�_•r�•ru.'��••^ ..�� • , _r�rlta fir•• • ��.• •.•r1i0 •r,�..I�-' .- i 4 1 I 1 1 I 1 1 ,�, +�� o •, �t _,i.•��•.�;,��,�,��r,,_,*':!�•..'•�.��'�!�.r`:.� '` i� ..,,.. • ll IE START 2375 I E END=236.83 1 1 o I 11 11 1 ! - -- - _ _ t --\—/ l � � SUBSURFACE DRAIN I ► 1 1__ __ ' I � 0 1 11 I 1�-__ --_ ___ t .•••••• O SEE SHT C- 10 FOR SUBSURFACE DRAIN PROFILE & DETS I 1 1 �_ - z �� ' © CONSTRUCT OUTFALL PROTECTION, SEE DET 4, SHT C- 12 I1 — --- - -� I— --- - -- - - - -- - -- - - - - - - - - _ _ -- - — ! �, _ _ - � i co i I II 1I` _ 1230 I L_ --- -- - --- N - -_ -! I I — — — _ it I - -------_- `- -L- _ _ o-- -_-__ - ---____ — — J NOTES: s _ : - - ----------- - - -- --_1_ --!- -- 1 _ _ __ - -cn• ____ 1 2. FIRST CONTRACTOR TO INSTALL PIPING TO WORK c) - ----`' -I - --- --- ----- - ------- -- • • LIMITS OF CONTRACT SHALL INSTALL CAPS OR PLUGS —__--'—fi— _ -- ON 12" FM, 4"D, AND 30"SS. SECOND CONTRACTOR TO - _ - - _ J - INSTALL PIPING TO WORK LIMITS OF CONTRACT SHALL REMOVE CAPS AND PLUGS, AND INSTALL LONG SLEEVES. _ ______r___ - - - _ - - __� - ..— U.. - VEGETATED i I CORRIDOR 3. SEE NOTE 21 , SHEET G-2 REGARDING WORK LIMITS La '� © 1 — BOUNDARY OF CONTRACTS. z Y4 SECTION LINE, —� - _ I E=2 19.0 0 2SIW SECTION 06 ,_ L_ I / / 1 / PLAN SCALE: I "= 10' 1 • / SHEET N NOTICE AMB `�� PROf ✓ _ — i /� 0 h DESIGNED �� 4•�jggNpBgd•% = _ _ Murray Smith&Associates'Inc' I — 1 BAW ''�' ,� `� �� — g= __ Engineers/Planners CleanWater Services SITE PIPING PLAN C_ 2 di IF THIS BAR DOES DRAWN � I — E = elmlnill E Our commitment is clear. x NOT MEASURE 1" As v oe Q = ° `= 6� = 121 St Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION O THEN DRAWING IS CHECKED �Ct. GNf'1• &�� =s `�' " i A 12/23/15 AMB ADDENDUM NO. I NOT TO SCALE 4. ens"' Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 19 of 89 6 NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14- 1611.2041 SCALE: AS SHOWN ' DATE: DECEMBER 2015 r .___:__7„,._ __.____.______.__®__,___Q__.___. t, - " SURVEY CONTROL POINTS •-- ,__,,,,_ \ 3f i - __:\ _TT P T --r �__ a DESCRIPTION NORTHING EASTING ELEVATION 1 7. - - - - -- R \ SDMH NO. -- I CTR OF WET WELL N64893 I .76 E7597912.02 239. 17 z \1 / - -„ • ± >-----(410 Li 2 CTR OF BYPASS MH N648951 .76 E75979I2.54 239.30 t • „ \ 111...-a � �/ :I \ / / Ci 3 NE BLDG CP N648913.36 E7597924.45 239. 17 WORK LIMITS OF I =---•' SDCI - -- '----- - I '- li 4 SW BLDG CP N648896.40 E7597893.20 239. 17 CONTRACT W/ I �\ A. \ 5 AREA DRAIN N648919.00 E7597934.72 238.75 POLYGON C64 -, 13 rof - 146 NE GEN PAD CP N648914.62 E7597943.63 239. 10 to °fN. N b j 'Pr / 7 7 SW GEN PAD CP N648895.07 E7597933.0 I 239. I0 WORK LIMITS I \�\ `�� * �► - /1 `- -_\ , 202 '� v ` - � � 8 NE HPU CP N648909.22 E7597929.24 238.96 OF CONTRACT 11 I 11 • r --, Q 24' 240 ---� I 1 1 1 1 it , -� ' •� 4 " s . m r I \ \ \ 9 SW HPU CP N648905.36 E7597925. 13 239.08 W/ CWS i I 1 � '29 I ' ,_r .� �3o N \'��i•!! ;��'C�♦i�•eY�t�p•V I I 1 I 1 I_cni ® ? • 24 ®! - 10 NE XFMR CP N648957.94 E7597886.75 238.50 1 IM •ea 1 •.•-immt, I - ® II SW XFMR CP N648950.22 E7597878.48 238.50 I 1 j `•' . : L J- um - - - - - i� I 12 ACP CP N648954.96 E7597936.92 240.34 ELEC XFMR i I I m ►��'�t! r- \�_ �/ •�1 I PROPERTY LINE I I �'�•� 1, I I3 ACP CP N648962.82 E7597937. 18 240.50 1 1 1 , fai3 APPROX LIMITS OF TIGHT 1 I 1 •�: ®ifto �° �r`i ® •. I 14 ACP CP N648961 .98 E759796 I . 17 240.50 SHEET SHORING SYSTEM I I I 1 k„ B- I :`� ) ,.i.)? 15 ACP CP N648894. 19 E7597958.88 239.00 0 BY CONTRACTOR I 1 1 1 !�' , O s� 9b; 1 11 1 1 II 5 't �i I I 16 ACP CP N648894.73 E7597942.96 239.00 a WET WELL 17 ACP CP N648914.96 E7597933.68 238.80 11 1 1 1 r•,a a ?�a i 1 1 1 •••T, r I 18 ACP CP N648895.37 E7597923.85 239. 10 V) APPROX LIMITS OF 1 I 1 I I I �i -�1- 1 % \o /� =`' • o AGGREGATE PIER FDN ( 1 I 1 ;�' 1'w -.� :`.1 : 1 N 1 I •,�.� • .ss c N. _ 6 - i�, I 19 ACP CP N6489 14.39 E7597893.80 239. I 0 SYSTEM BY CONTRACTOR, 1 it I 1 I�� ,y • • I SEE SPEC SECTION 02255 \ 1 I I I I 'I I I \� \ , ° ° B-3 ':4 0 1 1 III \ i �� .,; 20 ACP CP N648956.36 E7597895.22 239.50 > 1 1 1 1 1 1 �s'.r, \ 8 1 11 11 \ 11 11 1di TJ m I 21 FENCE CP N648956.36 E7597933.95 240.28 7.. N 11 1 1 11 1 1 1 0 { 19 3 0 ni I ,e;• I I 5' SETBACK 22 FENCE CP N648949.42 E7597933.72 240.26 4 1 1 1 1 1 1 1 ; I Q / -- `• Ln 1 1 \ 1 1 c!`'� 1 CONTROL BLDG II `cc ?0 23 FENCE CP N648948.39 E7597963.70 240.26 0 11 1 1 11 1 11 1 ,� tl & VALVE VAULT 9 z �/ /y • l 11 1 1 1 1NI I 6 / ® �; I 24 FENCE CP N648955.36 E7597963.94 240.28 rr) A 1 1 1 1 I rl I 118II 16 •a 1 1 B-2 i •: 26 • r ��f 25 FENCE CP N648954.65 E7597984.90 239.00 1 1 1 1 1 1 i�,[Il,\•••r•i•i W. 1 ,1 -,��•♦� - ♦ei`• 1.. i•..IJ_.•�� I °• `� n7r c 4n `b -" `f7 A♦ eV-• ilii J I , , .• . •� ,• ��. • ., p •.;, .. �, , "��. •• .♦� • ...- . � ••,...,�, •- ;;-•- 26 FENCE CP N648893.79 :77559977998491 .07 239.00r7 1II1 11I • v ��i{ i . O i� f{• ' I♦l •' �t1 1 . • it1 1 1 1 I �� - - i �l r.�.► y_.♦K_G • 2f1�� 5/:. e •-C•.,.• .-d•, y _ I'j"-.�•• •• •• 27FENCECPN648890.90 .83 239.00 1 _ 11 1 1 1 1 _ L _ -� �' -o I 11 I 11 11 1 t_ •I- f - 1271 + �, 28 FENCE CP N648892.32 E7597888.35 239.00 �' I 29 FENCE CP N648957:83 E7597890:08 239. 19 11 1 1 1 1---- -1 -I-- --- - -- __ - i I . ,- \ c\ ( SETBACK--_-�-_- ----__ I LEGEND 1 I I 1 - - -- -- -- ----- - - - -- - - - ---- - __ ----_ -- �� I 1 1CD `_ 230 I N ----- --__-- I I � 1 - - 1 _ -_ _t--- - -- - - - -- -- --- - -- - --- - -- -- _ _- _ I - - - - - - . BORING MADE BY GR I ` - - -- - -----} 1 - - -- --- - - - - - - - - - --- -- -- -- ` �� O B- i ( DECEMBER 17, 2014) cn I -__-- _ =_ - _�_---_-___- - - _ - ---- / / NOTES: I --�- -- 1 APPROX LIMITS OF 0 225- •- - -_ --_ _ Q- - - -� I AGGREGATE PIER SLOPE I . BORE HOLE B- I I S IDENTIFIED AS A STANDPIPE Q - • _ - - Ln m ; STABILITY SYSTEM BY _ _ __ _ - _ __ - w- lie- __ Less...........7.0•-' - AND ;AtPj ST BE DECOMMISSIONED BY LICENSED WELL • C• CONTRACTOR, SEE SPEC DRILER IN ACCORDANCE WITH OREGON WATER SECTION 02255 Li_ _ `"_y-rte••-•}�••-•• ••- __ -♦ - - RESORCES DEPARTMENT RULES AND REGULATIONS AND 1THE ECIAL PROVISIONS. 0 P I „� •► VEGETATED - - �r' I CORRIDOR 2. FOR CONTRACT W/ CWS: AT WORK LIMITS OF Y4 SECTION LINE, BOUNDARY CONTRACT, MATCH FINISH GRADE PREPARED BY z 2SIW SECTION 06 -\�� - - - - __ �/ CONTRACTOR UNDER CONTRACT W/ POLYGON. (L) o / 3. SEE NOTE 21 , SHEET G-2 REGARDING WORK LIMITS / OF CONTRACTS. ~ / 1 / N PLAN SCALE: I "= 10' oi NOTICE AMB SS PR°I _ in SHEET ain DESIGNED --to,iNA to - _ _ _ - Murra Smith&Associates,lllc. mii BAW __ _ _ _ __ __ CleanWater Services GRADING PLAN C- 3 DRAWN + I L,�+ / - - _ - - - - Engineers/Planners Our commitment is clear. ° 1 IF THIS BAR DOES v OREGON = _ _ _ x NOT MEASURE 1" AS 9 ✓GNFit ZOp• �Q - - _ - - = 121 S.A. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION CL NOT 0 THEN DDR SCALEAWING S CHECKED lF�M _,& _ - - - - TOBAPG Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 20 of 89 NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14-1611.2041 SCALE: AS SHOWN ' DATE: DECEMBER 2015 250 CR, OPEN—GRADED — 250 AGGREGATE, SEE NOTES: DETAILS SHT C- 12 T- ^ w V w I . 18 INCHES OF SELECT FILL WITH SOIL AMENDMENT, I z CONTROL BLDG T/�--- CR, OPEN—GRADED z 18 TOPSOIL SEE SPECIFICATION SECTIONS 02480 AND 02485. 245 { w 1 " EMERGENCY —w 245 X18" TOPSOIL �' GENERATOR AGGREGATE, SEE w PREPARED PER IPREPARED PER AC DETAILS SHT C- 12 SECTION 02485 2. SEE DETAIL 5, SHEET C- II FOR TYPICAL ASPHALT SECTION 02485 CONCRETE SECTION. FIN GR 3. SEE DETAIL 5, SHEET C- 12 FOR GRAVEL PARKING 240 �-- llata i 240 AREA DETAIL. *Ab,1' '.•..r:•.: Vig-I-.�. iktra " """-M .cert1. h.r\ ‘s .• ••"-:"•••::•1.“••::::1•:.`;'.. ..‘.• '• 1".: 1'i•. 4. STONE EMBANKMENT FILL, SEE SPEC I F I CATION .. ,j�' '2• `r •' ' ;y_4: ' '-' SECTION 02200. MAXIMUM SIZE OF STONE EMBANKMENT /f``�/i $ SHALL BE 3 INCHES. 235 4 `* - 235 /' ,�. 5. SEE NOTE 2, SHEET C-3. / VALVE VAULT STONE EMBANKMENT FILL ' //`/`at\1` SEE NOTE 4 . "-�' 6. SEE NOTE 2 I , SHEET G-2 REGARDING WORK LIMITS 230 -- 4 � �4Sf,•,`'I - ,G�' J 230 OF CONTRACTS. ....,:FSR,+•`%:: - ^ '. 7. SANITARY SEWER PIPES NOT SHOW FOR CLAR I TY, SEE PROFILE ON SHEET C- I0. ir: • . i•I0.:: •a.‘9i\ •utarc,•."}, ei�r •• \\ •Ti• • rte - - - , LQ •,f,�. .1� ivt �\-i,s i. •'r�•• • i•.a}it .�3 \ •ia. <r � ...- 225 225 __ -_ \r •w • •1,{;-i• • z • d it •.arfr • •e i• !• • i \r' .•,i,; \t..••, tit{. . _ — - 225 Q • i• • �• c • \ria .-.:ir • • �• -•. •. \\.. • •• : i ♦r.I�.\\• ,i14�t•��s�!:• _ EXIST GR , 't \ • M I N 6" OF 3/4"-0" CR OVER 18" OF IY2"-0 CR 220 '. I I [ 220 0 AGGREGATE PIER FDN SYSTEM N / BY CONTRACTOR, SEE SPEC SECTION 02255 215 I I 1 215 0 0+ 10 0+20 0+30 0+40 0+ 0 0+60 0+70 0+80 0+90 I +00 I + 10 1 +20 1 +30 1 +40 I +50 1 +60 0 N SECTION A SCALE: I "= 10' HOR I Z, I "=5' VERT C-3 CC Q WORK LIMITS OF WORK LIMITS OF CR, OPEN-GRADED CONTRACT W/ CWS CONTRACT W/ POLYGON 245 AGGREGATE, SEE • A 4 R ' CONC S/W 245 ln DETAILS SHT C— I2 v AC — . v N R ``' CONTROL BLDG , FIN GR Z v = w co- I 18" TOPSOIL W �- 240 PREPARED PER / 240 - I SECTION 02485 .\ r r .. <' � '' • •- \r t • : �� 4.,t wni • i • uh•+•ti_.a•w tS•ut fi i �/�00Ai" z�c .:K,i•• .•oma,'t Cest4' !! at 235 'r/ '� .--- 235 4$0t VALVE VALVE VAULT APPROX I NTER I M .�.o_ c1 ,`�?i`, / GRADING PLAN, BY CC 230 -�J �� _ - OTHERS, AT START 230 of �o/��/O�/`/ MIN 6" OF 3/a"-O" CR \ -- -r 1 OF WORK STONE EMBANKMENT / -I1-- -- - - \\IN o EXCAVATE BENCHES MIN ��/t!��!/�� OVER 18" OF IY"-0" CR �,,;\. •:;`` _ - - — F I LL SEE NOTE 4 z "r"� _ N 8—FT WIDTH INTO FIRM , /p�/ I 2 UNDISTURBED SO i L PRIOR +,I`/ \{ ��Ht. � :,•�•� • s.aic •. =ti•<. •^•:• ..� _ /" / +a w • it ••*'1{ 1\t•••,� • •T •. �kli TO PLACEMENT OF 225 EXIST GR ,;r ."{. sett. ,•• ': ti,, .,;. ° : ;tea■ �1 — 225 . tr •. — EMBANKMENT FILL �� j rt{• -swa f:Ate• . ' �. 4, PROVIDE 8—FT WIDE / /.\ A i t•-'t(\ r ,.1-1.4i'$t l r•. AWA9•. In — /`% ��'.'z .' rI. • — — — \ ?t yya`rym' •• f WET WELL < I BENCHES ON EXIST GR o.\ 7tl• iA PRIOR TO PLACING r''`"•� m I EMBANKMENT STONE FILL • 220 !.*• :a.. \+_0imp,r'iem Vic` `_ �� /;0,,, ;;.trt= :� :; r PER GEOTECHNICAL 220 `i`J;v.� : ` ` ® , REPORT o O/�.�0 «.� I a �i i - AGGREGATE PIER Illr FDN RSYSTEMEGATE PBYR j \ ;••+` 8" SSD A•LtaiTI 'a�•� � 2 215 SLOPE STABILITY 4 CONTRACTOR, SEE =`'=="'°''""''; 'll '"`' + I 2 15 cii SYSTEM BY SPEC SECTION / ( TIGHT SHEET v, CONTRACTOR, SEE 02255 la___------ SHORING SYSTEM BY o SPEC SECTION 1 I CONTRACTOR, TYP 210 / 02255 i 7 210 `►r Q I z ' 6" OF 3/4"-0" CR OVER o ` ' , .,....„.„,.,..........,,,.,,...,......,.`4,...;' < :•'•''ir • :. I 18 OF IY2 —0 CR L. 205 I •: <€�4 �� ty.s=;t'�..1 I I 205 -0+ 10 0+00 0+ 10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 I +00 1 + 10 1 +20 1 +30 1 +40 1 +50 N it 1 SECTION B SCALE: I "= 10' HOR I Z, I "=5' VERT C-3 co NOTICE AMB ��I PROfFJf _ — _ — Inc SHEET 15 O 1 DESIGNED �� 4�o=Ngg�% _ _ _ _ Murray Smith&Associates,lllc. 79401 1 I N I; = = = = -_ =_ Engin. eers/Planners CleanWater Services GRADING SECTIONS C— 4 a IF THIS BAR DOES a��t�fi Our commitment is clear. NOT MEASURE 1" AS v . Q _ 503-225-9010 Q 12/23/15 AMB ADDENDUM N0. I THENDRAWING DO SCALES CHECKED lCr 8NE'A•R6��1 7S1 �� - - _ --- Portland,SOregon 97204 almon, Suite 900 FAX 503-225-9022 RIVER TERRACE NORTH PUMP STATION AND FORCE MAIN PROJECT NO. 6631 21 of 89 NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14- 1611.2041 SCALE: AS SHOWN ' DATE: DECEMBER 2015 245 245 KEY NOTES: SHEET NOTES: FIN GR AT - OI STA SSDI +00, RT I I . REMOVE ALL EXISTING DRAIN PIPE UNCOVERED OR EXCAVATED WITHIN THE OF PIPE 52 LF 8" PERF HDPE AT LIMITS OF THE WORK. 240240 SLP=0.00 FT/FT 1 -8" HDPE 90° BEND, S 2. COAT INTERIOR OF MANHOLE 35 LF 8" PERF HDPE AT STATION SSAI +20 WITH SYSTEM 210 PER SPECIFICATIONS. SLP=0.00 FT/FT 235 - 235 1 -8" HDPE CAP I E=220.00 EXIST GR AT Q OF PIPE O2 STA SSDI +00, LT 230 230 50 LF 8" PERF HDPE AT SLP=0.00 FT/FT 1 -8" HDPE 90° BEND, S �� -`, 35 LF 8" PERF HDPE AT 225 - - - _ 225 SLP=0.00 FT/FT _- _ _ I -8" HDPE CAP 0 _ 1 `--- 0 IE=220.00 220 `` ` - _ ... �_ - ~ - ` _� 220 O3 STA SSDI +00 -- 1 -8" HDPE TEE 8" PERF HDPE I E=220.00 © ® SLP=0.0061 FT/FT Q 0 STA SSD2+00 215 215 1 -8" HDPE 90° BEND SSD I +00 SSDI +20 SSDI +40 SSDI +60 SSDI +80 SSD2+00 SSD2+20 SSD2+40 SSD2+60 SSD2+80 IE=219.39 SITE SUBSURFACE DRAIN PROFILE g O5 STA SSD2+46 SCALE: I = I 0 HOR I Z, I =5 VERT m 1 -8" HDPE 90° BEND d IE=219. 12 N Y O6 STA SSD2+62 0 DAYLIGHT PIPE, CONSTRUCT OUTFALL N PROTECTION (3'x3.5') N SEE DET 2, SHT C- 12 ,f, 245 STA I1 +31 245 1E=219.00 PROPOSED FINIGR BY WORK LIMITS OF WORK LIMITS OF PACIFIC COMMUNITY \ I DESIGN AT OF PIPE N CONTRACT W / CWS CONTRACT W/ POLYGON 240 4,441 s T 240 CD EXIST GR, SEE NOTE 1 1 - EXIST GR AT U \\\ Q. OFPIPE 235 1 I - -, 235 />, \#.� ):+.Oi > .,.... . O� si. `° N - 230 L _- 230 p4 I f I y, a 12" MIN OVERLAP OF _ __ GEOTEXT I LE C PUMP STATION I (� d WET WELL J - _ 225 - 225 ��I DRAIN 4 BFRLLULAR ` ` ah GEOTEXT I LE 30'"SS 30 SS _ Oji ";! � ,l, 7 LF ® 40 LF CO 24"SS y ! i=..L°net.t.tte t ! 0 220 20 LF ® �-� I 3 SLP=0.0135 FT/FT 6 LF s20 LF -SLP=0.0135 FT/FT 220 � miv�4irv4i�iti 8" DIA PERF HDPE PIPE, j FT/FT I SLP=0.0030 FT/FT tifi2 /MIN/ SEE PROFILE, THIS SHT ckiI E=221 .30 STA SSA 1120 STA SSA +57 STA SSAI +97 SECTION 215 NEW 72" BYPASS MH NEW 72" SSMH NEW 60" SSMH 215 NOTE: SEE NOTE 2 R I M=240.00 R I M=240. 13 R I M=239. 17 I E 30" I N(W)=222.25 IE 24" I N(W)=223.29 I I . FROM STA SSDI +00 TO APPROXIMATELY STA o I E 30" I N(N)=221 .65 I E 30" OUTS)=222. 15 I E 30" OUT(E)=222.79 SSD2+27, STONE EMBANKMENT FILL WILL BE 210 IE 30" OUT(S)=221 .55 I I I I I 210 PLACED ABOVE EXISTING GRADE TO FINISHED a SSA I +00 SSAI +20 SSAI +40 SSA I +60 SSAI +80 SSA2+00 SSA2+20 GRADE. REFER TO GRADING PLAN AND SECTIONS. 1 NOTE PROFILE SSA SUBSURFACE DRAIN PIPE TRENCH 0 SCALE: I "= 10' HOR I Z, 1 '1=5' VERT SCALE.: N I S ±- I . SEE NOTE 2, SHEET C-2. 1 co NOTICE BVo PR°1 - / SITE SUBSURFACE DRAIN SHEET in = _ Murray Smith&Assoaates Inc � O � 1 DESIGNED ��IN�'g��i � tat � '""" 1 —L. DAK mat - ° _' as — Engin' eerS/Planners CleanWater Services PROFILE� & DETAILS & _ DRAWN 2— - E �- _= SANITARY SEWER TRUNK MAIN PROFILE C o Our commitment is clear. x IN THIS BAR DOES oaaaoN 5 — �� Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION x NOT MEASURE 1 AS 9F d ze.20 J� ZS ��_ - 121 S.A. Salmon, THEN DRAWINGTAS CHECKED 'yQ4N V. o'0 Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 27 of 89 NO. DATE BY REVISION RENEWS E.2-31-16 PROJECT NO.: 14-1611.2041 SCALE: AS SHOWN ' DATE: DECEMBER 2015 TOP HINGE SEE PLANS TRENCH I N I - TRENCH OUT ( I 80° SWING) ROADWAY, 1 OF ROADWAY DRIVEWAY I END, GATE OR BRACE POSTS TWISTED & BRACE POST TOP RAIL SAW CUT CORNER POST BARBED LINE PULL POST. - TOP RAIL POST SELVAGE ...------ aaaaaaaaaaaaaaaa'aa .e. A 12" TEE CUT G N GATE POST ♦%♦♦♦♦♦♦fir- Li ♦♦• HA I N LINK FABRIC C•♦�+'; ` ,♦•♦♦♦♦�• �•♦��r♦•�♦��v!��- �+♦♦♦♦♦ ...>. 2.$75" OD ♦��o��♦�♦♦ii I ♦�♦ �, �♦��♦♦♦ -♦♦♦� �♦♦♦♦♦♦♦♦♦♦♦♦♦�♦�I♦♦♦i ♦♦♦♦♦ WHERE SHOWN CLASS 'B' TRENCH •: :i: se •;: �� ♦ ♦ .o♦ ,♦♦♦o ♦ . -♦♦♦♦♦♦♦♦♦♦ •e. iiii +.,: •a .):o111+17.11 f;:: TOP RAIL :i ♦♦♦♦o 41 /♦♦♦♦. .♦♦♦♦ ♦ ♦♦♦♦. . � ♦♦♦ ♦♦♦I:♦o♦♦♦:�♦♦♦♦♦♦♦•.o♦♦♦�� ♦♦♦♦♦ �o♦♦♦oo . ♦o♦ 1 ♦ o♦sON PLANS BACKFILL TO FIN •. :• .. .,.,,. . ...,.. (TYP) ♦♦♦♦vl �� i �� ♦♦♦♦x :::` ' STRETCHER BAR : isi: ♦; ,♦♦♦♦♦♦♦. ♦♦♦♦ .♦♦♦♦♦♦� ♦♦♦♦♦♦♦... , ♦♦oGR ( FABRIC BAND :y: W? cn • a;:• ♦<: ►♦♦♦♦♦♦♦� ♦♦�� ♦♦♦♦♦♦♦ o��♦♦�:- ♦1♦ - ♦♦♦♦a., .dl, Ih, I . QQ : ;f w :° '. .:. ;° i � ii .l I ♦♦♦♦♦♦♦♦♦♦o♦♦♦♦o♦�.�'i'♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦� STRETCH E '♦$- -4 BRASC ♦♦♦♦: !•!��!��- ' JrJ7�7 C Iii��i��i��i/�� I i•: .�i• C %i.i� — �,i . • ♦♦♦♦♦♦♦♦♦ ♦ ♦♦♦♦♦♦♦. �i �} ♦♦/ � /70/. ° //° :: ,. , .,;;., �..;: BRACE >11•1:i:i gig g . II►♦♦♦♦♦♦♦+ ��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�� ♦ :AR ♦♦♦� ♦♦0�:, RAIU ♦♦♦� BRACE - ♦♦♦♦♦ ♦♦♦♦♦♦♦♦ .♦♦oo. ♦♦♦♦♦ ° iv W:v ¢ y ..... ->♦♦♦♦♦♦♦♦♦♦♦�!��♦♦♦♦♦♦♦♦♦4�♦�♦♦♦♦♦♦♦♦♦♦�— —♦♦♦♦♦♦♦♦ �♦�♦o♦♦♦♦♦♦moi ♦♦♦♦�— iyi .•.• RAIL :::ill s♦io�♦•%% ' 1 414ioi♦i °°o.°°o.°°°. ° ° ° I RAI :•::•: ;TENSION - •a• ::•: 1►♦♦♦♦♦-410-•�♦♦♦♦♦♦♦moo.♦♦♦♦♦' ♦♦♦♦�.♦♦♦♦♦♦♦♦..♦ ♦♦♦ o o° J J L '1 \\(//&,7\7,i /i�/ ii c. �: � :! i •i:�� %:I' i•• e:is i% ♦♦♦♦�♦♦♦♦•I I►♦♦♦ 7•♦♦♦♦♦♦♦♦♦♦o ♦♦♦• ♦♦♦{�I�♦♦♦♦♦♦♦♦♦♦�e♦♦♦• ''. . � TRUSS ROD :.s: .; :".. WIRE St4r1.6t TRUSS ROD ::.•, ♦♦♦'.♦♦♦♦♦♦♦♦♦♦�♦♦.�,� � �j♦ ♦..♦♦♦♦♦♦♦♦♦♦♦♦♦.�.♦♦� . '4 EXIST BASE ROCKCi +�♦♦o41 ThI>.'V •♦t♦♦♦�♦♦♦��♦�♦. „.- .F� vo �♦♦o♦♦o�♦♦♦oo♦♦ ♦..�1. ►♦♦o:! °° c , n . = 36�� M 1 N FOR D I P 1 PE . c_, 4♦4�,* pie 1 �I�♦�♦�♦�♦��♦s♦��s♦�♦��♦��1��1�♦�♦�♦�� a1�♦�� ♦♦♦♦��4♦4♦�♦�♦•�♦�♦�♦�♦�♦��.♦��, ' -10*. I CLASS 'D' TRENCH a 12 cv 24 MIN FOR CONpU I T TWISTED & N • t i v'(, %�%�cC�%� � '� %� it y I CHAIN LINK . . i y � F. •.• o BACKFILL OR CDF °° ��aMA 7 t BARBED 1 i stt al I 12" ROUNDPROVIDE LOC }�, FABR I C AS SHOWN ON PLANS ;>� ° SELVAGE BOTTOM HINGE : ` 3" CLEARANCE S SECTION ASSY, SEE . ( I 80° SWING) is ,� 12" ROUND SECTION SPECS a � M Go ° o co >c .►< �a �` ° oa°•^o • e 12" ROUND SECTION- PIPE ZONE = 0.. ..i lime; } NOTE: . 1:V...;.,< DIA + I .0' ° .8 �; '! i � � �\ ;.°s _! - LOCATING TAPE, COLOR I . LAYOUT AND INSTALL FENCE POSTS TO MAI NTA I N MAXI MUM 2" SPACE NOTE: ''.�Joo� ° AND WORDING AS REQ'D BETWEEN BOTTOM OF FENCE AND GROUND SURFACE. I . PROVIDE LOCK ASSEMBLY AND GATE STOP FOR - I N NOTES I & 2, 6" TO 9" DIA+24" I ABOVE PIPE, TYP EACH GATE, SEE SPECIFICATIONS. � ' CHAIN LINK FENCE 0 P IPE ASSZ DI CLASS D CODE LOCATE SIDE % VC0 DOUBLE SWING GATE 0 BACKFILL BEDDING - PIPE, TYP, COLORS AS - SCALE: NTS SCALE: NTS o REQ'D I N NOTE 0 N ,.- DI , SD, PVC & HDPE o MAIN OR ELEC CND POST W/ Q SYMBOL BACKFILL REQUIREMENTS DOME TOP I G FURNISH AND INSTALL CLASS 'D1 BEDDING & co PIPE ZONE & CLASS 'D' OR CLASS 'E' TRENCH - REFLECTING - BACKFILL11 AS SHOWN ON PLANS, TO PAVEMENT - TAPE (3" o BASE. COMPACT MATERIAL I N LI FTS TO WIDE) ACHIEVE I00% OF MAX DENSITY IN 7 NOM DIA ACCORDANCE W/ AASHTO T-99. REPLACE (GALV) STL P I PE - REMOVED ASPHALT W/ 6" LEVEL 2 AC, SEE ASTM A- 120 l x8" REBAR WELDED SPECS. TO PIPE BOTTOM 1 o N FURNISH & INSTALL CLASS 'D' BEDDING & P IPE GROUND io ZONE BACKFILL COMPACTED TO 95% OF MAX - SURFACE CO vi - DENS 1 TY PER AASHTO T-99. FURNISH & INSTALL - 7" NOM DIA - Q- _ CLASS 'B'- NATIVE TRENCH BACKFILL TO FIN GR (GALV) STL PIPE N I COMPACTED TO 95% MAX DENSITY PER AASHTO ASTM A- 120 T-99. REPLACE TOPSOIL & BACKFILL W/ CLASS rz 'B' NATIVE MATERIAL. FINISH TRENCH SURFACE o TO MATCH OR I G I NAL CONTOURS. REPLACE EXIST j/\\j ' > \%\, - 3" LAYER OF LEVEL 3 HMAC, -\ d- LANDSCAPING. \/\\< // -tr SEE SPEC 02505 /\\; \/ - NOTES: /\� r / / / (/eu e/ I . COLOR OF TONE WIRE INSULATION AND LOCATING TAPE - • } rs•_,• _6o uooOQ o�onOcoore%opQPo�eP0�on ,��w: 6 NOM D I AM �� 0�7 O� 0,_7 O SHALL BE AS FOLLOWS: OOOOoOOoOOoOOoOOoOO�O i SAN FM: GREEN n w [ 18" (GALV) STL PIPE ooJo o,. 0 0 0 0 0 � o ono �„n� - 4" ELEC CONDUIT: RED DRAIN ROCK ASTM A- 120 Z3 /�jZ �� C � 3 FM ARV PIPE. GREEN AGGREGATE \ \ � � �' �� o SAN GRAVITY: GREEN BASE 3000 PSI /\ /\ /\ i, Q PVC STORM: GREEN - - COMPRESSIVE i 2' PVC CHEM FEED CONDUIT: GREEN STRENGTH CONC 9" OF Y.t"-0" CR SUBGRADE MATER I AL, NOTES; SEE GRADING 2. WORDING ON LOCATING TAPE SHALL BE AS FOLLOWS: MIRAFI RSI8Oi SECTIONS SAN FM: CAUTION BURIED SEWER LINE BELOW I . GENERAL LOCATION OF BOLLARDS SHOWN ON PLANS. LOCATE BOLLARDS WITH A GEOTEXTILE 4 ELEC CONDUIT: CAUTION BURIED ELECTR I CAL LINE BELOW MINI MUM 3' CLEARANCE FROM ALL UNDERGROUND P I P I NG AND APPURTENANCES - 3" FM ARV PIPE: CAUTION BURIED SEWER LINE BELOW ANDA MINIMUM 2' CLEARANCE FROM ALL STRUCTURES. BOLLARD LOCATIONS SHALL SAN GRAVITY: CAUTION BURIED SEWER LINE BELOW a) BE AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 2" PVC OC EM FEED CONDUIT: CAUTION BURIED SEWER LINE BELOW 0 2. PANT SAFETY YELLOW. TYP I CAL AC PAVEMENT SECT I ON L ESCALE: NTS S .I NGLE P I PE TRENCH DETA I L 6 " REMOVABLE BOLLARD 0 1 SCALE NTS SCALE NTS (0 iSIIIIIIIMINIall NOTICE DESIGNED D IA N �fi/� a = Marr Smith&Assoaates Inc• 4?.. SHEET ° HCM t` ,,�' - �°1 .....ti �_ ' CleanWater Services CML DETAILS - 7 _ IF THIS BAR DOES DRAWN �I I .;, — i = C= Eng�n�rs�P Our commitment is clear. X - - NOT MEASURE 1 -• - AS a Q 1 E I =jai = 121 S.A. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION THEN DRAWING IS CHECKED �4 4NFn.1�0. c'— NOT TO SCALE M. BARS Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 28 of 89 o NO. DATE BY REVISION RENEWS 2-31-15 - - PROJECT NO.: 14-1611.204 1 SCALE: AS SHOWN) DATE: DECEMBER 2015 TB, SEE DET 3, 12" CV, FLG THIS SHT y 'A' ', 'A' 2 -N1 -1Ii�1 2 II- 11=111=11=M=IIM -11=1 I^ bats - 11-6" � Imo . - 1}, 11=11--=41.-- Lel II 1, •-, f '-6" x I '-6" x 6" THICK RECESSED HANDLE COVER 12" GV, FLGxMJI= _ _ _ W "SEWER" CAST IN TOP SURFACE 12" DI SPL, FLG, _ _ Il�l�fl -11=11,0h- -1 II • = - -, - e=11 3000 PSI CONC RESTING / 12" DI FM -`� LENGTH AS REVD v PAD 'I Antatil _ e 1•��at 'n��M, ��I�1SWILM; al IH S , II I ISI , ��-,H_H iitI-I-, IIS • RESTORE GROUND SURFACE ��.1 I' i° ''6°'� TO VALVE VAULT IIS i a I"4>N, _.,. PVC FM I °II y4" PLYWOOD OVER II• I C PACE OF BOLTS I a I OPERATOR EXTENS1ON II AlI . II - PLUGGED CROSS WYE PLUG OR CAP I I RE A) TO BR1 NG VALVE BOX TOP SECTION I 1 OPERATOR WITHIN 12" DI WYE, FLG I 6 OF GRADE ` ,I I ,,, 1 11 i - I 6" PVC VALVE BOX BASE ` - , IAF f 11�� II 1k _ - P ROCK GU RDS 12 GV, FLG _ _ 1� T _ _ A O I I I W/EXTENSION AS REVD SEE NOTE I •I ( C1 =tad i ,14i ' '�� 1 Q 1 12 D I LONG RAD I US - l' I�r-- oo I 1 90° BEND, FLG . . u.�_e--=ri - e =T- �`r' �p`I 6" MIN CR, " I VALVE PLAN 1- ~I•,,, ...,,` �� I I �f AS SPECIFIED A2 1 11- 1 a Y2" SST TAPPED alliniiiiiIIIINONIMO PLUG IN TOP FLG BEND PLUGGED CROSS PLUGGED TEE ' ' ' ' � EL=240.97- VALVE BOX, SEE DET I , - THIS SHT co F I N GR BEARING AREA, 'A', OF THRUST BLOCKS I N SQUARE FEET * TEE `//�\//\\//\\// �� //�\/\��\\///�/ TPLUGWOR� PL GG D� PLUGGED BEND BEND BEND S \ 12" D I SPL, FLG, FITTING CAP CROSS N RUN A A NOTES: I . NO ROCK GUARD REQUIRED IF OPERATOR NUT z LENGTH AS REQ D SIZE A A1 2 - A cn 4 1 .4 1 .9 2.7 1 .9 1 .0 -' WITH 1 N 36" OF FINISH GRADE. WHERE DEPTH i I EL=236. I - 6 2.8 4.0 5.6 4.0 2. I I . I - 0 FROM ROCK GUARD TO OPERATOR NUT I S GREATER ' 8 4.8 6.8 9.6 6.8 3.7 1 .9 0.9 - - o THAN 6'-0", INSTALL SECOND ROCK GUARD. �" TB, SEE DET 3, I 0 7.3 10.3 14.5 10.3 5.6 2.8 1 .4 N ' THIS SHT 12 10.3 14.5 20.4 14.5 7.9 4.0 2.0 I- __ 14 13.8 19.5 27.5 19.5 10.6 5.4 2.7 0 • 16 17.8 25.2 35.5 25.2 13.6 7.0 3.5 VALVE BOX DETA I L 18 22.4 31 .7 44.7 31 .7 17. 1 8.7 4.4 co SCALE: NTS ELEVATION 20 27.5 38.9 54.8 38.9 21 .0 10.7 5.4 24 39.2 55.5 78.3 55.5 30.0 15.3 7.7 - NOTES: *ABOVE BEARING AREAS BASED UPON TEST PRESSURE OF 150 P.S. I . AND AN "' I . INSTALL VALVE BOX FOR ALL VALVES, SEE DETAIL I , THIS SHEET. ALLOWABLE SOIL BEARING STRESS OF 2000 POUNDS PER SQUARE FOOT. TO o COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL • a D -'• k• •C�+r 2. ALL ABOVE GRADE BYPASS PIPING SHALL BE PAINTED SAFETY YELLOW. BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA=(TEST to N P l •� PRESSURE/150) X (2000/SOIL BEARING STRESS) X (TABLE VALUE). V y "24 '' BYPASS ASSEMBLY0 STANDARD THRUST BLOCK DETAILS 0 �. �...::,�t •: .,...6 s SCALE: %211_ I '-0" oirn: " .\f SCALE: NTS o iTHi •• �0� 1'O'� _ - - tsars 'rem •t1 FIN GR vi At--. 3D t o EL=233.50 o `° 2' 2' I I TAPER - TAPER �• ►�1 • •IAo•1 FIN GR 1 0I o`, � i 24:CC: t .i IiCksi 3■■r �,, 8" PVC 45° BEND ,., ire cel ±�1.?• ��.� to,..�� ,otat�t��i; LYNCH TYPE y 8" PVC SPL ., . CB W/ S \ .tio♦ lol 1 a, • GRIt; , TE p PLAN % `' /\. •;o o-04 �� 6D • 3D 1 VAR IES, SEE PLANS 4" M f N 3/4"-0" \///\\//. � MIN 2% o CR COMPACTED , i z BEDDING 2' SQ TO EXIST GR CR, OPEN GRADED AGGREGATE PER PLAN -� WET •-1 PIPE ZONE & C WELL BFILL MATL AS •� ,�i.re..i./ZS• io�Sa•�i irl . rick,. SPECIFIED `I • .,i• • �•, 1 :v4 % E /VVAt• ••17-44:lirtste flott Iitie �friV - c .... �� gni �n•.►•�•1.•• •�i •'�... :;• '�:�t. L`;t, �!�c :A•i �„�t •i; `:i. :•.�t..,i��I`.i!, 8" 45° Off. • • , •,� CLASS 50 R I PRAP .. .. .. , .. .. , .. . .. .. .. , .. .. NOTES: PVC BEND a-+ � • O ••• > .�j - jai �: •i •: •t •:�i •: A �i•.�7 .� �� .Y •� .i >�••1 ��•�i •. .i .. y� .� .i .. . .��l •.•.1�. z :bi ° �i � 1!. ,. ' ��< o •- �'�: i �xi` 'c 's� ri•o�••��. 4 4:56�e• � I . SLOPE TO WET WELL AS DIRECTED ON SHEET � 'AN -u.6. ,,e. ,, . ,;�.� �'O� M1RAF1 I40N p . O .. Oo*OF O .. O ..�O •• •o •.. U - % O-C•rai 'i•••'w' '1 ••'='•::- W� GEOTEXT I LE 04 00- �00-•!�00 •�.0 •`.0 �o0 o0a X000•�o0o �p0o••00 6 JlN v � r•��t � ..��,r OFQ1CIFQ1I � ('� /l�/( � 00 4 r - C-3. INSTALL PER PLUMBING CODE. 2 `,c7W <We ��\ - � 9n0 !� 0W. n lb nn nl�l1 ( it Tn.11 n 1 n9lY i mph L I- M I RAF I RSI 8Oi GEOTEXT I LE AREA DRAIN 6 SECT ON STONE EMBANKMENT FILL SCALE: NTS C-2 I OUTFALL PROTECTION e GRAVEL PARKING AREA DETA I L 0 SCALE: NTS SCALE: NTS i NOTICE DESIGNED S'�O "(kii% _ w "Tea MurraySmith&Assodates mc. SHEET U 0 J� 1 4' 79401 1 '� E =.r, f °' HCM/DAK 3 wI at ' 8i CleanWater Services CML DETAILS - 2 - = - = - Engineers/Manners C- 12 IF THIS BAR DOES DRAWN . I • .Mt4 �C Elm Ea _ Our commitment is clear. xI NOT MEASURE 1" AS 9' le* no 4Q - = II W• a - 121 Si. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION m THEN DRAWING IS e. 1 " sA, - LL NOT TO SCALE CHECKED �M. BAfl t'' Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 29 of 89 a NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14-1611.2041 SCALE: AS SHOWN ' DATE: DECEMBER 2015 FOUNDATION STRUCTURAL NOTES: I . THE GENERATOR/ENCLOSURE ASSEMBLY SHALL FURNISHED AND INSTALLED BY THE CONTRACTOR. SITE AND CROSS SECTION ARRANGEMENT SHOWN ON THE DRAWINGS I S BASED UPON THE BEST INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF DESIGN AND IS NOT INTENDED TO SHOW EXACT DIMENSIONS PECULIAR TO ANY SPECIFIC EQUIPMENT UNLESS OTHERWISE SHOWN OR SPECIFIED. ALL NECESSARY CALCULAT I ONS AND DRAW I NGS FOR FOUNDATION SLAB NOTES: DESIGN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR ALL PRE—CAST MANHOLE SECTIONS SHALL TO BEGINNING THE FOUNDATION WORK. SEE SPECS FOR FURTHER CONFORM TO THE REQUIREMENTS OF ASTM REQUIREMENTS. 6 C-478 AND APPLICABLE PROVISIONS OF MIN CAST IN PLACE OR 2. DESIGN LOADS: STANDARD DRAWING NO. 010. —` EPDXYED ANCHORAGE, SURFACE GENERATOR & a. WIND LOAD: PER SHEET S1 .0 SEE STRUCTURAL PER PLAN ENCLOSURE b. SEISMIC: PER SHEET SI .0 ASSEMBLY NOTES c. ALLOWABLE SOIL PRESSURE 2,500 PSI d. GENERATOR/ENCLOSURE WE I GHT PER MANUFACTURER AS REQ'D SEE 3/4" CHAMFER (TYP) e. GENERATOR/ENCLOSURE D I MENS I ONS PER MANUFACTURER —,- - STRUCTURAL NOTES 6" MAX b. - b. - SLP r2b— •• 3. CONTRACTOR SHALL SUBMIT MONOLITHIC SLAB FOUNDATION AND • p a oa a . a . a l . SLP ANCHORAGE DESIGN, INCLUDING CALCULAT I ONS, TO ENG I NEER FOR 1- V //\// // -edro•.se 4 a 4 a4 a ,�,,�� REVIEW PRIOR TO FOUNDATION SLAB CONSTRUCTION. FOUNDATIONS AND \ a ' a a • a. Nit; % � o{'�j��i00menr we0 0 - • �e'�` ANCHORAGE SHALL BE DESIGNED ACCORDING TO THE REQUIREMENTS OF ENCAPSULATED • ►10:Orr 4c9604;08 0�0000�!0��.I %�di0003. . ® a ;0:ii. CURRENT STRUCTURAL CODES USING THE DESIGN LOADS AND GENERATOR RUBBER GASKET \ 5" • MINIMUM—e- : +.-- ��(0 Asp *00�l 0:..•.4-18 0 0!•o•o a 8,4. D I MENS I ONS LISTED. AFTER ENG I NEER REVIEW, CONTRACTOR SHALL \%\ :�oOppOO�o��o,! %j/�\%/\\j / %j> O%11. 410000-0•°0��pnOvcb \\%1 SUBMIT DESIGN WITH CALCULATIONS TO COUNTY WITH BUILDING p �' �'. >\ \ o • o ��%.••� \ \\ \\/\\ �� \\ \\/\\ \,o paw �4nQ18or" \\ < PERMIT APPLICATION, SEE SPECIAL TECHNICAL PROVISIONS FOR Q • D D t \/\ .. __•.652II.•43 //\/\/ .///\, /\////\ \ ._.._tem iii•• \//\� PERMITTING REQUIREMENTS. -o \ \\ • \//v/\\//v/ / \�\V vw/\\///\ \\//\//\/%\\%\\%\ p D p \�j�\�j�\�j�\, ,/ ji/, \ \�j�\j�� ji\�j�\, ,... \,/i\; 4. CONCRETE SHALL BE STRUCTURAL CONCRETE, SEE SHEET S- I . a ° ' ° MIN 6" OF 3/a"-0" REINFORCED CONC PVC . o • COMPACTED CR FOUNDATION, SEE 5. REINFORCING STEEL, SEE SHEET S- I . PIPE I. a 1"/FT a o STRUCTURAL NOTE 36 4 ©• SLOPE (NI a D D D SANDED BELL 4 '• a , p r p / PIPE o 0 GENERATOR FOUNDAT I ON SLAB SECT I ON a FITTING v_ Q.D. U Q SCALE: NTS O .a_ _ PVC SANDED BELL PIPE in pN O ' D0' 1 . ' d' f _ o . ao . oQ. • p . a a va • Q . N ° 0 V .A aD a • 6, MIN. N Q 00 0000°00(,°0000 0 0 0 00 ° 0000 - \ � 00 0 o� 00 0 0 0 o 0 0 00 (9$0 8 000° 00000 0 0 ° o ( — 4 00 00 00 0 8 0 0 0 00 0 0 0 � p• , 00 00°0 o ° 0 0 0 0 00 0 °008080° 0 0 0 8 00 00 0 0 0 0 0 0 0�0 OOooO 6 KOR-N-BAND v °8�0 $ 0 0° 0 0 0 0 0 0 0°0000 0800n° u Z SLP 9 GRADE STAINLESS INTERNAL D Q °0 0 ° ° o ° o o0000080- -0 F- - \� STEEL BAND ' . NON-SHRINKING GROUT '0' 18" TO 24'" , a • CONSTRUCT CHANNEL �.� FOR CONCRETE PIPE � Iroll,. \,\\/� oAND SHELF IN FIELD GRADE E o o INTERCEPT = 12" MINIMUM OF 3/4"-0" ENz / / MATCH EXIST PIPE I 1 111 0N TRENCH PLUG - - / /` ' . - ROAD SECTION COMPACTED BASE ROCK 1 m I c� _ TRENCH PLUG FLEXIBLE 4 • • e ' , p• r 1 2 Q ► of z w` FORM TRENCH 4 . / * NI i PLUG USING NOTES: CONNECTOR _ a • • . u / PIPELINE \frBENTONITE O I . CONSTRUCT TRENCH PLUGS WITH BENTONITE. r Lu a DO NOT USE TOPSOIL FOR FILLING BENTONITE. i rib IZ o PIPELINE o BOTTOM 2. TRENCH PLUGS SHALL BE INSTALLED I N KOR - N - SEAL BOOT Q ` PIPELINE TRENCH ON SLOPED GRADES GREATER ja I `111111kSIIPt OF TRENCH THAN 3%. APPROXI MATE LOCATION OF TRENCH BOTTOM - PLUGS ARE SHOWN ON PLAN SHEETS. COORDINATE �1 OF TRENCH EXACT LOCATION WITH FIELD ENGINEER. PIPE DIA _ m PLUS 2' TO 4' z ELEVATION SECTION PRECAST CONCRETE La MANHOLE BASE CleanWater Services TRENCH DAMREVISED 05-07 Our commitment is clear. L DRAWING NO. 020 SCALE: %8"= I '-0" v 1 CD i * SHEET NOTICE AMB Witt _ ^ _ _ M a s nith&Associates Inc, . v 0 14 1 DESIGNED S'�$�,otxreess/4 e—�,_— } HCM '�"°' - „ a =_ _ CleanWater\ Services CML DETAILS - 3 _ DRAWN ,�I ,( . _ ;; _= Engineers/Planners 0 1 3 IF THIS BAR DOES o p = =p CC — Our commitment is clear. XI NOT MEASURE 1" AS 'iliNE1, ie. ket.. -- - = r. o= 121 S.R. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP. STATION o THEN DRAWING IS CHECKED SFr • `(, c �'Q— j NOT TO SCALE M. BARG"' Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 30 of 89 0 NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14-1611.2041 SCALE: AS SHOWN ' DATE DECEMBER 2015 LOCATE FRAME AND COVERNI OVER LEDGE OF AT LEAST 12" IN WIDTH LOCATE FRAME AND ° ° '4 \2111111111 4i1I MINBTWEENOCKOU-i LEDGE BELOW LADDER • SHALL BE LEAST 4 ED: 12" IN WIDTH 1114. 4 IL li— a '�,„,e4ip • - iiiiiiiiiiiir 11, d al INSIDE DROP BOWL ° Alill e a MAXIMUM 27" FROM .4 • :4 6 STANDARD FRAME AND COVER OR a ` TOP OF FIRST STEP WATERTIGHT FRAME AND COVER. 4 -- h TO TOP OF CASTING IP, SEE SW. DRAWING NO. 110-SA/ST OR NO. 120 <• SET FRAME IN NON-SHRINK t s GROUT II NOTES: r ' •D 1. DROP BOWL AS MANUFACTURED BY `��arripr�� 0 NOTES: - ft A GRADE RINGS (2",4",OR 6") RELINER-DURAN INC. OR APPROVED EQUAL. FOR MANHOLE SPECIFICATIONS F- ' Ll D MAXIMUM 12" SET IN din `� SEE STANDARD DETAIL#010 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO THE • NON-SHRINK GROUT 2. DROP BOWL TO BE SIZED PER MANUFACTURER'S REQUIREMENTS OF ASTM C-478. RECOMENDATIONS ( INFORMATION AVAILABLE © �..' `" 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY �,_ J Q RELINER.COM) OR AS REQUIRED BY DISTRICT o STRENGTH OF 3000 P.S.I. AND SLUMP OF 2" TO 4". o 6 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS 4 ' . STANDARD ECCENTRIC OR CITY. GRADE RINGS (2^,4^,oR 6^) N A. MAXIMUM 12"SET IN NON-SHRINK SUCH AS KENT-SEAL N0: 2, RAM-NECK, OR AN APPROVED 36" CONE GROUT G 1) o 3. PIPE AND FITTING FOR DROP ASSEMBLY SHALL BE: Y EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-S00210 DUCTILE IRON ANSI A21.50-1, AWWA C150-1, 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. v - AWWA C-900 OR PVC ASTM 3034 SDR 35. Q 5_ PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A • • MANHOLE AND CHANNEL DETAIL. `` ° 4. STAINLESS ADJUSTABLE PIPE BRACKETS AS 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL . ,, MANHOLE STEPS SEE 4 MANUFACTURED BY RELINER-DURAN INC. OR '"�1 REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. . STD DRAWING NO. 100 :' APPROVED EQUAL. Le 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) wr_o a MANHOLE SECTION (INFORMATION AVAILABLE @ RELINER.COM). - MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED • `a(VARIABLE l'-4') �� NON THE INSIDE FACE OF THE MANHOLE. m 5. NO MORE THAN ONE DROP BOWL PER MANHOLE M 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND m -B . ' WITHOUT WRITTEN APPROVAL BY DISTRICTc•Ni a 4" MAXIMUM CLEAR OF PIPE WALL z ° . . OR CITY. 1 PIPE — 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24" v —v 4-1) SIZE, AND 'Cl". FOR SANITARY CONNECTION AND 48" FOR STORM b r 4 • 6. WRITTEN APPROVAL BY DISTRICT OR CITY IS CONNECTION �� " REQUIRED FOR DROP BOWL INSTALATION ON 8 PER i CONNECTION. •� -+-5 MINIMUM ° PLAN,p� o 10.WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND • a PIPELINES WITH A SLOPE OF 5% OR GREATER. SEE NOTE#1 APPROVED ' COVER SHALL BE USED IN ALL EASEMENT AND OFFno 1\ $ STREET AREAS. d Vi v WATERTIGHT SEAL w r o -.---- 48"MIN. �D: g ) PIPE BRAC#ETS SEE NOTE#4 0 0`-� MINIMUM 12" LEDGE PIPE —► LENGTH (ONE REQUIRED) ` 2" MIN. FROM TOP OF a -- ) AS REQUIRED 3'-0" MAXIMUM o :D c1"/FT. SLOPE TYP. , PIPE TO MANHOLE ' a �_ U : ' SECTION a -\..r— '1 PIPE a. 1 a, PIPE v _ D; • O.D.iir 4 i 45° BEND m b , 44 VARIABLE ° DIA. a a) S o •."'"• • . . ._. . Q. - 0:. 4 I) 8 MINIMUM CONCRETE d ; _ t a SMOOTH FINISH CHANNEL TO • • • ° . j 3/4 VERTICAL HEIGHT OF PIPE j... • ."• li 1. : T a .e - a4 de 12" MINIMUM OF �4"-0" COMPACTED ---=--=!^ , '• • •• • 72 MINIMUM o BASE MATERIAL NOTES: CENTER CHANNEL IN MANHOLE o I . DO NOT INSTALL MANHOLE \ "/ \ / STEPS ON ANY MANHOLE. ' L STANDARD MANHOLE INSIDE DROP MANHOLE W/BOWL CleanWater' Services CleanWater Services ,_ I DRAWING N0. 010 REVISED 02-03 Our commitment is clear. DRAWING N0. 090 REVISED 5-07 Our commitment is clear. coi NOTICE AMB PRgF SHEET N — tro — Murraysmith&Associates Inc• 0 1 DESIGNED �� TN��/� _ , aI LyA i _ ;, gs ' CleanWate� Services CML DETAILS - 4 _nt -' C 14 IF THIS BAR DOES „ — � � _ Engineers Our commitment is clear. xl NOT MEASURE 1" AS ��NE„ zo,0 �Q a = E Q E— 121 S.A. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION a NOT HEN DRAWING O SCALES CHECKED Ci..,y �' —" �' Q Portland, Oregon 97204 FAX 503-225-9022 iBAPS' AND FORCE MAIN PROJECT NO. 6631 31 of 89 6 NO. DATE BY REVISION RENEWS 2-31-15 PROJECT NO.: I4-1611.204I SCALE: AS SHOWN ' DATE: DECEMBER 2015 Standard manhole frame and cover. See STD`. Drawing NO. 110, 120, OR 130 Set frame in non-shrink grout. Finish grade of street Additional sections as required. Grade Rings No special vertical reinforcement (2„ 4" or 6") �. - - - - - required. - - - — — ,, Maximum 12" '11 )(4 E } a re T Q ...Q HE 25" Notes: �=_ r reit CO 1 . All poured in plac: oc :tf cne shall have a ,� Steps for C Bars .466614 Precast 28 day ultimate 4000 psi and Manhole see a 2" to 4" slump. 2. All reinforcement shall have a minimum '� ---‘T:f ° :`— --- Std. drawing „ ,_ --- o N .,-- �. yield strength of 60,000 psi (Grade 60). a� ice•'-4 r--...♦ � � �� j no. 100 3. All precast joints shall be grouted or o ° " ° `' °' ° `" 4 .�'•0 . 48" 5 ° rubber gasketed. °113 v r- 41.43 ;S. : c,o• o♦°% E ° Ua. o-o.e; , •.•a'p. E � min. 4. Sections and cone shall be in accordance a 2 ° /a °.,\ L • z T /I:awith ASTM C478. ° ° q`' I . : `/. _a U qq O m f'T 1 •�• m1 /• Fill Y 1 .. 1. • .r.... . . . .. ." ; • "D" Bars f Standard Top Slab see Std. Drawing No. 220 .l Standard Manhole Section(s) Precast Base Type 1 Precast Base Type 2 Precast Base Type 3 Cast-in-Place Base in Barrel Dia. See Std. Drawing no. 200, Manhole Type 1 Manhole Type 2 Manhole Type 1 Manhole Type 2 M and no. 210 Section - B Section - B' CN_ o MAXIMUM THROUGH PIPE SIZES - - „ AlIBarrel Dia. Max. Pi e Dia. �, --� 4"x4” or 6x6 Concrete Collar �, P around pipe connections. 60„ 36„ 33 U _ 72" 48" a>— _�� cr „ » O O Jai ��'%.‘ 84, 60 tO �\\„ :::mCM::::r;O:::::: forpipe96 72 cn °�l » , Sections) 120 96" °co — lit �' 1.. Manhole Type 1 is continuous from bottom slab to 12" 2"1 alb cr » m } o° N .- above pipe breakout. 0 Break out manhole wall minimum , 4 c - , . E 2. Manhole Types 1 & 2 may have either precast or it maximum clear of pipe wall. Grout - 1 o cast—in—place base. • - co `A 1 £ 3. Manhole sections shall be manufactured in accordance space with non- shrink grout and pour ° -° u V ° 0 to the requirements shown on Std. drawing No. 660 and '• a 4" x 4" concrete collar around pipe s_ / , 670 • s • '"° connection . g ~ �~ 4. Manhole Type 2 shall hove no joints between 1' above .. . J U �`�` �� pipe breakout opening and 2" below pipe spring line. • + , 12 —•� 5. Manhole sections shall be manufactured in accordance Slope 1F-- with ASTM C76 or C478 except longitudinal (vert.) steel - shall meet or exceed that shown on Std. drawing NO. ueoec.-_z, 670. Q Concrete Fill as Required. NOTES: _ ... i1. DO NOT INSTALL MANHOLE STEPS Section - A Precast or Cast-in -place Standard Base ON ANY MANHOLE. Slab See Std, Drawing NO's. 180 and 190. °' LARGE PRECAST CONCRETE MANHOLE LARGE PRECAST CONCRETE MANHOLE BASES —The."\Z C1eanWate Services CleanWater DRAWING N0. 160 REVISED 12-06 Our commitment is clear. REVISED 12-06 Our commitment is clear. Drawing NO. 170 7 NOTICE AMB to W . . SHEET DESIGNED § taolxa I, F. — Murray Sm�th&Assoaat� Inc v it 0 }� 1 4' 79401 _ k =1 li waw ;� I , ,; - e �_ as Engineers/Planners oErS�PlanllerS Clean`1Uater Services CIVIL DETAILS - 5 C- 15 o_ 4 - Our commitment is clear. IF THIS BAR. DOES I 7,=, — X1 NOT MEASURE ,• AS 9 Q — I g — -Ora c —_ 12151. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION 0 NOT HEN DDR SCALEWING S CHECKED 44.,_IV f 11'n dirk 'r Mia Portland, Oregon 97204 FAX 503-225-9022 417. ease r; AND FORCE MAIN PROJECT NO. 6631 32 of 89 c� NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14-1611.204 ' SCALE: AS SHOWN ' DATE DECEMBER 2015 SEE SHT S-8 FOR WET WELL TOP SLAB PLAN AND DETS Tw (Varies) Tw Varies) io , a { D» Bars _ l • . 1 -r 1 1 /2"c1r. 1,4:cc-- Depth of Pipe o� "E" B41 wokars Tongue + 3/4" I VAR 4 L • I N SEE I EST INSIDE WALL 4 . -► f- a .. A 1 1 /2"clr. - - '1 C o S-8 c 4 MASTIC SEAL Ts 3 4"clr. -• Ts r. OR GROUT Weld to i 1 1 a No. 4 Hoop 12"min. No. 4 Hoop -N, . , 4(1 4 --- - "E" Bars `�-5"min. 1. 0 . ., Note: Wall to slab joint shall be grouted when Note: Grout not required for slab cast in oI °' slab is cast separately. contact with manhole section. N ; PRECAST BASE SLAB TYPE 1 ** PRECAST BASE SLAB TYPE 2** o . Tw (Varies) --� Tw (Varies) ~ • e ` ° roil Roughen contact surface a . °a 41 to 1 /4" amplitude. % lip N - MASTIC SEAL/ / _ 1 c° . . .,._' OR GROUT U1 "clr. 1 1 2 clr. Horiz. Diamete _ ..q, - . PROFILE JOINT No. 4 Hoop "F" ( 1 11 Ts F Bars 1 1 /2"clr. I I BASE UNIT 0 ci N „ 3" Clear IMIS 1 I '- I" 12'-0" ID I - 1 cv H. "D" Bars E . Bars ) Note: Expose hoop as required to weld dowels. all 14'-2" OD _ Q to hoop. Remove only enough concrete to Ts IL "E" Bars accomplish weld. Patch before casting base to SECT I ON VIEW ensure no voids are present. CAST- IN - PLACE BASE to PRECAST BASE SLAB TYPE 3 (OR PRECAST BASE TYPE 4) CD SIZE 60" 72" 84" 96" 144 " MORTAR JOINT MANHOLE 0 Type Depth* V-15' 15'-30' 0 15' 15'-30' V-15' 15'-30' V-15' 15 30' SCALE: NTS `o Ts 8.0 9.0" 8.0" 9.0" 9.0" 10.0" 9.0" 11 .0" I 1 D Bars #3 @ 12" #3 @ 12" #3 @ 12" #4 @ 10" #3 @ 10" #4 @ 11 " #3 @ 9" #4 @ 11 " EBars #4@12 #4@9 #4@9 #4 © 6 #4@8 #5@9 #4@7 #5@8 o Ts 11 .0 12.0 11 .0 12.0 12.0" 13.0 12.0 14.0 2 E B ars #4 @ 12" #4 @ 8 #4 @ 9" #5 © 8" #4" @ 7" N 0.5 @ 7" #4 @ 5" #5 @ 6" a o Ts 7.0" 9.0" 7.0" 9.0 8.0" 10.0" 9.0" 11 .0" ia- 0 3 D Bars #3 @ 12" #3 @ 12" #3 © 12" #4 @ 10" #3 @ 10" #4 @ 11 " #3 @ 9" #4 @ 11 " EBars #4 ® 12" #4@9" #4@9" #4@6" #4@8" #5@9" #4" @7" #5@8" -si- Ts 7.0 9.0" 7.0" 9.0" 8.0" 10.0" 9.0" 11 .0" 4 EBars #4@12 #4 © 9 #4@9 #4@6 #4@8 #5 @9 #4 @7 #5 @8 ) F Bars #4 @ 12 #4 @ 9" #4 @ 9" #4 @ 6" #4 @ 8" #5 @ 9" #4" @ 7" #5 @ 8" a *Invert to Street Grade **Fabricator required to cast lifting loops in base slab for i Concrete: fc =4,000 psi handling Type 1 & 2 bases. m Steel: fy =Grade 60 0 Z v LARGE PRECAST CONCRETE MANHOLE TYPES CleanWate Services se- it DRAWING NO. 1 80 REVISED 12-06 Our commitment is clear. NOTICE DESIGNED S� I `S/j� - p gaff Smith&Assoaates Inc. SHEET 0 }� 1 V 4e 79401 C� E a, •- iiiilil "CM � - ° �= 1... =I = Engineers/Planners CleanWater Services CML DETAILS - s C- 16 DRAWN 1 1 C- Our commitment is clear. IF THIS BAR DOES • , :, ,:AP ` C C C C XI NOT MEASURE 1" AS 9l ✓,yrfl,1Qo0 �Q - .3 ��w= 12151 Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION o THEN DRAWING IS CHECKED F► c� NOT To SCALE M, aAo� Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 33 of 89 - NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14-1611.204 1 SCALE: AS SHOWN 1 DATE: DECEMBER 2015 60"0 Manhole Section NOTE: MAX. LONG. BAR SPACING IS 12" C.-C. -- ` 1 Hoop - - -- 1 Cir. min. typ. INVERT TO Tw =5.0" T,N = 6.0" TW =6.75" ,x� I --�--I--+c�i\ Typ. . I --I-- I 1 � \ STREET GRADE OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. i� I 1 I 1 I I �� I I I I I I ' -I--- --1---1-- ---I-- , .ice-f'--r--1---}---1---�-- i iI I I I I 1 I / / I 1 1 I l 1 I 0 Ft to 15 Ft 0.16 0.15 0.24 0.16 0.09 0.20 0.13 0.08 0.17 i " I �---IL-1.-r--.1.-4.I 1 I \ i TYPE 1 --k- I 1 --r- _÷..-i---1--4;4_4__4_4_II 15 Ft to 30 Ft 0.32 0.18 0.53 0.25 0. 19 0.42 0. 22 0.16 0.36 I I I 1--1.1_-_1_-1--1--.1 1 ` ' ` I 1 I 1 ` 0 Ft to 15 Ft 017 015 0.28 0.19 0.09 0.22 0.16 0.08 0.20 i! i �;- --t--i-- --�--i--fi- �i o' �� 1 " Cir. min. typ. \ --1--j--t- �► TYPE 2 I 25" Dia. �I --1----1---i---1 I I I I I \ I „ t I 1 I 11 48 Dia. 15 Ft to 30 Ft . 0.37 0.18 0.63 0.28 0.19 0. 48 0.24 0. 16 0. 42 i -+-_�-I-_�--1--+- i i -+----4- 1 \\t --4---Y/ 1111111, t4 1 -E--E-- I ( -1 + m 1 I-- I -1--4- 1 ♦ i T- -T--1-- . -- - 'C' Bars-1 No. 4 hoop req'd. for less than 2'-0" dr. between blockout and top of section. 1 ti �, I 1 1 I I I I i = 1 < 2 Hoops t i I I 1 I 1 1 - 1II 1 / m \ ` \ P yP ')L--1--4---r--Ir / NOTE: MAX. LONG. BAR SPACING IS 12" C. C. ` r--r-- --1----r--r--1--4---r-7 I I I 1 i / ` I I I / 7 2 M a n h o I e Section �\ --a--- ---;---L--.1---',--t--I - �' � _�_- --`r-- -------L-- 1 I I 1 i � I Iii INVERT TO Tw =6.0" TW = 7.0" Tw =7. 75" `\ I I 1 I 1 I I i I 1 1 I I 1 I "/ STREET GRADE OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. \\ I 1 1--1 I I V I I I I 1 I 7 0 Ft to 15 Ft 0.19 0.19 0. 26 0.17 0.16 0.22 0.16 0.14 0.20 _' - -_ ,, '*�_- - _ TYPE 1 - 15 Ft to 30 Ft 0.33 0.28 0.58 0.27 0.23 0. 48 0.26 0.26 0.42 "A" Bars (Under) "A" Bars (Under) 0 Ft to 15 Ft 0.19 0.13 0.28 018 0.15 0. 23 0.16 0. 17 0.28 O. D. Manhole O.D. Manhole TYPE 2 NOTES: TOP SLAB " A" TOP SLAB " B " 0 15 Ft to 30 Ft 0.36 0.13 0:65 0. 29 0.15 0.52 0. 26 0.17 0. 46 1 . All concrete shall have a 28 day ultimate Y 'C' Bars- 2 N0: 5 HOOPS 2" C . OF TOP OF MH BARREL REQ'D. FOR LESS THAN 2'-O" CLR. 02 NO. 3 HOOPS 2" CLR. OVER PIPE BLOCKOUTS 5 BETWEEN BLOCKOUT AND TOP OF SECTION. compressive strength of 4, 000 psi. No. 5 hoops 1 " clr. min . 2. All reinforcement shall have a minimum 84" Ø Manhole Section NOTE: MAX. LONG. BAR SPACING IS 12" C. -C. yield strength of 60, 000 psi, (Grade 60). `` INVERT TO Tw =7.0" TW = 8.0" TN =8.75" 3. All lap splices shall be 24 bar diameters I- \ 1111 Lo STREET noted otherwise. i STREET GRADE OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. 4. Add steps as required by Standard Drawing J% M 0 Ft to 15 Ft 0.20 0.13 0.26 0. 17 0.12 0.22 0. 15 0.10 0.20 NO. 010 Bars "A" TYPE 1 15 Ft to 30 Ft 0.33 0.23 0.59 0.28 0.26 0.50 0.30 0.23 0.45 Bars "B" 1 /2" clr. TOP SLAB TYPICAL SECTION 1 0 Ft to 15 Ft 0.23 0.15 0,33 0.21 0. 17 0.28 0.19 0.19 0.25 TYPE 2 TOP SLAB " A" TOP SLAB " B " TOP SLAB " B " 15 Ft to. 30 Ft 0.36 0.15 0.65 0.30 0.17 0.55 0.30 0.19 0.49 w 'C' Bars- 2 NO. 5 HOOPS 2" CLR.. OF TOP OF MH BARREL } REVD. FOR LESS THAN 2'-O" CLR. COVER DEPTH 2 N0: 3 HOOPS 2" CLR. OVER PIPE BLOCKQUTS BETWEEN BLOCKOUT AND TOP OF SECTION. 0 96" 0 Manhole Section NOTE: MAX. LONG. BAR SPACING IS 12" C. -C. 6 t0 12 q - 0 t0 7 - 0 7 - 1 to 22 - 0 Pi- INVERT TO TN =8.0" TW = 9.0" Tw =9.75" Size T " A" Bars " B " Bars T A Bars " B " Bars T A Bars " B " Bars N STREET GRADE OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. „ ,, 1 " 1 „ „ „ „ „ ,, „ 60 8 No.5@7/2No.5@7/2 12 No.5@9 No.5@9 12 No. 5@9 No.5@9 up 0 Ft to 15 Ft 0. 25 0.18 0.33 0.21 0.16 0.29 0.21 0.14 0.27 TYPE 1 „ i 15 Ft to 30 Ft 0.41 0.26 0.77 0.35 0.30 0.66 0. 37 0.27 0. 59 72 10 No.5 @ 7 No.5 @ 7 12 No. 5 @ 9 No. 5 @ 9 12 No.5 C� 7 No. 5 @ 7 °' 84" 11 " No.5 @ 7" No.5 @ 7" 12" No.5 @ 6" No.5 @ 6" 12" N o.6 @ 6" No.5 @ 7„ 0 Ft to 15 Ft 0.26 0.17 0.34 0.22 0.19 0.30 0.20 0. 21 0.28 TYPE 2 „ 15 Ft to 30 Ft 0.43 0.17 0.82 0.37 0.19 0.70 0.34 0. 21 0.63 96 " 12" No.5 @6 No.5 @fi 12 No. 5 @6 No.5 @6 14" No.6 @6 No.5 @6 L` 'C' Bars- 2 NO. 5 HOOPS 2"" CLR. OF TOP. OF MH BARREL Z REVD. FOR LESS THAN 2'-O" CLR. 108" N/A N/A N/A 12" N o.6 @ 8» N o.6 @ 8» 16 " N o. 7 @ 9» N o.7 @ 9 ..)32 NO. 3 HOOPS 2 CLR. OVER PIPE BLOCKOUTS 5 BETWEEN BLOCKOUT AND TOP OF SECTION. PROVIDE MIN. LONGITUD. REINF. AS SHOWN, 1" CLR. OF AREAS ARE IN2/FT OF CIRCUMFERENCE AND MAY BE120" N/A N/A N/A 12" N0.6 Q 7" N0.6 @ 7" 16 " N0.7 @ 8" N0.7 @ 8" INSIDE AND OUTSIDE FACES, OR AT CENTER OF WALL WELDED WIRE FABRIC, BARS ORA COMBINATION OF BOTH. La z LARGE PRECAST CONCRETE MANHOLE- LARGE PRECAST CONCRETE MANHOLE LONG. BASE SECTION REINF. TOP SLABS °' CleanWater Services CleanWater Services DRAWING NO. 200 REVISED 12-06 Our commitment is clear. DRAWING NO. 220 REVISED 12-06 Our commitment is clear. I NOTICE DES GN D 401 N �< Smith�Assoaates Inc• SHEET . 0 }L V 4 79401-4' _ y - : .o, Iiiiiij HCM 02 j_ TA l Engineers/flamers CleanWater Services CML DETAILS - 7 _ DRAWN al a 5= _ Our commitment is clear. ' IF THIS BAR DOES XI Nor MEASURE is AS v- ..ot, Q a SI Ea - 121 SI Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP. STATION o THEN DRAWING IS CHECKED lF. . En,10 �� NOT TO SCALE M, BARGE` Portland, Oregon 97204 FAX 503-225-9022 . AND FORCE MAIN PROJECT NO. 6631 34 of 89 • NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14-1611.2041 SCALE: AS SHOWN ' DATE: DECEMBER 2015 II3/4" SQUARE A A B B STANDARD CAST IRON NON-SHRINK GROUT 1 FRAME AND COVER ❑ El NO. 510 I Q ❑ 7 I a ❑ ❑ STANDARD MANHOLE =NM r 4 = ek V C S - C CI GRADE RING ❑ ❑ L A ❑ ID V �_ ❑ ❑ ❑ - 4 _ o 4 ° 4 '�' �D 4 p o Q 6 4" MIN. ns o ' .4 v p v 0FINISH GRADEe. o-over a ,,,, O • , •tae 0 • D N. �/8" b b w. o ° • o°° : D, WATERTIGHT PIPE PLUG (-.. 10" v- 400 . 04 " A °° WITH STOPS p ep. °° 4 V CD ° 0e• °p>V v' i I I- v ,a v av ° 4 vMin MI v . a 4 •• D .e oa (' _�_ ,e pPOa°e444 PROVIDE 3/4"-0 FOR A 1 o �� 2" MIN. CLEARANCE •.aweI I 6" SECTION B - B o %ISO a MINIMUM OF 6" AROUND ' : ! iiiiik_ if N opo 1�i �°/� a. � �°°;� ;v a4 CLEANOUT 0 1- o t. "".. HIM 4t. v I 6" • I+ o p o• a*? �1 MIN. //�� I 9" Q .p e ev poo . .. cVe - \ 1 r 18" CO °a Gpo s 4 pov ' ° 4 e O vv=•s p _0 0, ° v - 1" MIN. OVERLAP 3/4 �+a° i ._p° ° SECTION A - A e D �a ` 0 0 • v O • 0 4 40 ♦ • 4 N N D a , 44 , a p ° u\ ____-- L 7 a ° o — ° ° NOTES: \rrrt T 1 4' N HEAD BOLTS I /dz.:. . o 1LONGRECESSD 0 4. 44 4 vOosaD4•�ps.sa4veo4-p4�.•14 4if'A a .�...0 A o ° 2. ALL PERMANENT CLEANOUTS 111 'Q et 4 '.0 4e 4 D ° p eevcoT. epvV°•vc© e•ee ° V ° • a° D•4, a ° • b(14" a ` 3. MTATERIAL AL HAVE BOLT DOWN EGRAVERS. Cn oa.•04 . v/ ov \ .b p OD OV . 0 > 1- °•• ' o °n ° CAST-IRON, ASTM A-48, 'LÀ.0CLASS 30.00 , 6» I .o %0JOI O G CO ° . •` " AV , .� Q•o . e -onA • 4. • -4 - .. • o •N I o ?a.4t, cc • 0• i. 4 • o.CO CONCRETE ENCASED 3/4"-0 1 BOTTOM OF WYE 3/4"-0 wir FOR PLASTIC PIPE CD I 0 NOTE: 1 . CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE DETAIL 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. c 0 ) CLEANOUT FRAME STANDARD CLEANOUT • CleanWater ServicesAND COVER CleanWater Services DRAWING NO. 50O REVISED 12-06 Our commitment is clear. DRAWING NO. 51 O REVISED 12-06 Our commitment is clear. 1 CO i NOTICE AMB "Wit SHEET "�S// — _ = _ Murra�Smith&Associates Inco e 01 DESIGNED +4(#TNgp_ I C C ��1 °� HCM 79401 `e _.-' = CleanWater\ Services CML DETAILS - 8 - - - - - Engineers/Plannersc— 1 $ 1 DRAWN US - 5 C C �I IF THIS BAR DOESa C �p EC Our commitment is clear. o NOT MEASURE 1" As 9 J°NE II 14C1 �Q E C -+_ — 121 S.R. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION o THEN DRAWING IS �F —ter i CHECKED BAPS1� Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 NOT TO SCALE M. NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14-1611.2041 SCALE: AS SHOWN ' DATE: DECEMBER 2015 35 of 89 6 PRE CAST 3Y4" CONICAL HOLES (2) SANITARY COVER ONLY • 11 111111111 0 HEAT TAPE JUNCTION BOX & MOLDED FIBERGLASS ENCLOSURE, THERMOSTAT INSTALL ACCORDING TO MANUFACTURER INSTRUCTIONS. SECURE TO PAD WITH STAINLESS STRAINER STEEL ANCHOR BOLTS. cn REDUCED PRESSURE o BACKFLOW PREVENTER 0 SANITARY I. PIPE SLEEVE, TYPICAL 0 „ 4” MINIMUM (TYPICAL) �- 6" THICK CONCRETE Q 24-3/4mil 2.. PAD, WIRE MESH (6" co SQUARE) REINFORCED 7 8" T Ayr' �i fi AI/ ////77j V7// 4� °- Sial MNOSF- ELECTRICAL CONDUIT 22 al >.-. >-- z Q J 3'-0" MINIMUM BURY N 27„ M o I " DIAMETER WATER SERVICE _ rte, — 25" m Q I `)I 0) rachn. 41 D i- 16" OF 3/4" MINUS CRUSHED v TO YARD HYDRANT 3 ROCK, COMPACTED TO 95% 3" 7" MAXIMUM DRY DENSITY (STD 0W 1 2- /// ///// PROCTOR) o cc o 3" o / .I. I 23" "'1 1..]24-1/2" —. 31 " NOTE; i I . WRAP EXPOSED WATER PIPE WITH HEAT TAPE AND PVC COATED PIPE INSULATION. i Q NOTES: i 1 : SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS a 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. 0.3 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. 4. NOTCH LID FOR LIFTING HOOK. SUBURBAN AND STANDARDS REDUCED PRESSURE rr a MANHOLE FRAME AND COVERC1eanWate ServicesCleanWater Services BACKFLOW PREVENTER ' DRAWING NO. 110 SANITARY REVISED 12-06 Our commitment is clear. Our commitment is clear. DRAWING NO. 101 I REVISED 12-03 I i NOTICE DESIGNEDAm 1` tip = C _ = M smith&Assoaates Inc• SHEET 0 �i nm ! .1 — 1 I I HCM EIlg1Il S/PF]nnPN C1eanWater Services CML DETAILS - 9 L , - _ I �_ C- 19 - . r ,� IF THIS BAR DOES DRAWN �' o _ a 7� Our commitment is clear. X NOT MEASURE 1 AS 9� ✓phF fl,1poe 4e a C � - o= — 121 St Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION o THEN DRAWING IS CHECKED `, c1/4 —�— th NOT To SCALE M. BAN$ � _ Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 36 of 89 6 NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14-1611.204 J.SCALE: AS SHOWN ' DATE: DECEMBER 2015 • 4 e (--y 30" ss KEY NOTES 30" SS i 1 1 O SUBMERSIBLE SEWAGE PUMP, (TYP OF 2) 72" PRECAST BYPASS PUMPING 0 10" D 1 SPL, FLGxPE, LENGTH AS REQ'D, (TYP OF 3) �- MH W/ 42" DIA AASHTO H-20 FRAME AND COVER CAST I NTO • oo;.•.•.000•'•c. O3 I 0 D I SPL, PE CENTER OF TOP SLAB FOR • ,.,•,,,, `" ••" LENGTH AS REVD, (TYP OF 3) ............. / ACCESS ,..,,,.. ::::§f 4 ............. ''''••'''''''''` O 10" 22e BEND, MJ, RESTR, . (TYP OF 4) O 10" LS, MJ, RESTR, (TYP OF 2) 0 10" DISMANTLING JT, FLG, RESTR, (TYP OF 3) O 10" SWING CHKV OUTSIDE WEIGHT & LEVER, Y2" SST SS I 30" SS 8 TAPPED PLUG IN TOP, (TYP OF 3) 30" O I 0 PLUG VALVE W/ HANDWHEEL, FLG, INSTALL VALVE SO PLUG OPENS UP W/ SEAT TOWARD THE PUMP, (TYP OF 3) 12' DIA PRECAST CONIC WET WELL W/ CAST- IN-PLACE TOP SLAB O 10"x12" D I 90° REDUCING BEND - 1 O 12 D I SPL, FLG, LENGTH AS REVD PUMP N0. 2 PUMP N0. 1 / \ I 1 12"x10" TEE, FLG FUTURE PUMP N0. 3 �4101 �� 8" PVC DRAIN (FROM \ 12 J 2" DISMANTLING JT, FLG, RESTR 1- I /� AREA DRAIN) / \ k 13 12" MAGNETIC FLOW METER, SEE SPECS. LOCATE M i DP01 NT ) I �` j I OF METER 5'-O" DOWNSTREAM, FROM CENTER OF TEE o SLOPED HOPPER �l;� %Il'� ` ' 14 12" D 1 90° BEND, FLG o BOTTOM, SEE == =='4 _fesSHT M-2 C �ct 1i� i / 15 12" DI SPL, FLGxPE, LENGTH AS REQ'D o •i \ 16 I " WALL HYDRANT, SEE DET 6, SHT M-5 co ® J lLa i ® 48"x 108" WET WELL 17 AIR GAP ENCLOSURE ® ACCESS HATCH, SEE \\ in DET 3, SHT M-7 \\ 41D I8 12" LS, MJ, RESTR __N --_ _ ® Q \\ 19 ACCESS HATCH, AHS 24"x18",` W/ 180° OPENING, MFR BY c� w \\ USF OR APPVD EQ N: - O \\ 3O'-O" \\ 20 CABLE TRENCH, SEE ELEC SHTS CONN TO WS, - 12" D 1 i SEE SHT C-2 FORCE ® . �- i \\ 21 L 1 NK-SEAL, TYP, SEE DET I , SHT M-6 MAIN _a \\ 17 22 ; 2'- 10' im ® 9'-0" 4'- 10" 4'- 10" 0 7'-2" O ST ILL I NG WELLS, SEE SHT M-2 - 1 _ - O o k . LI m �I - -4 �I 23 TRENCH DRAIN, 20 LF, SEE SPEC SECTION 15400 4 -. ' • - - 74- - 24 CRANE RAIL SEE STRUCT SHTS I ® I ® I ® I ® o VFU VFD VFD /=w/ O N H � ® (FUTURE) � / 0 I ® o . 25 f 1 �,�5� 25 FIRE EXTINGUISHER, FURNISHED BY OWNER a: ® iinu umn mall 0 t /ASS 26 �o - ' . _ ® �o a� 6 FLOOD FLOAT SWITCH LSH-01 ,, i SEE ELEC SHTS 2 44 hum;unnnnuuuumr�uunuuunmr4uu muuum�►T Quun ® J I �r)/ 27 VALVE VAULT ACCESS . HATCH, 4'x3' CLR OPEN I NG, 0 1 • '� ii Il; 0 _ L ��W/ SEE DET I , SHT M-7 _„ "coII r S —4 I 28 INSTALL FLAP VALVES ON THE END OF ALL DRAIN PIPES IO O IO IO MCC MCC MGC 'MCC', 29 ® 5 ® ® ® L J tA) (B) (G) ; (o) , MCP RTU I " HOSE B I BB, SEE DET 4, SHT. M-5 LI-2 1 • Ig C ... . 30 TRAP PRI MER, SEE DET 3, SHT M-5 (nI I • m ZTAP PIPE AND FURNISH TEMPORARY CALIBRATED PRESS °� a 4 i • r DOWN i" DO 31 WN GAUGES FOR START-UP TESTING, REMOVE GAUGES AND I - I INSTALL SST PLUGS WHEN TESTING IS COMPLETE I o N • 1 1 rt , Z - •. • . . .6 d • • I L 28'-8" 4-1J E PLAN VIEW AT . BOTTOM OF VAULT PLAN VIEW AT GROUND LEVEL SCALE: I /4"= I '-0 SCALE: I /4"= I '-0" j NOTICE SHEET o >� ; . DESc ED �'�` _ � - a _ Mu a�ySmith&Assodates,Inc • CONTROL BUILDING — 1 BAW _ c LA= — • CleanWteServices _DRAWN — o :B Engineers/Planners AND VALVE VAULT PLAN M Cr_I IF THIS BAR. DOES r1 , , — E E- Our commitment is clear. o -n°IEN SRA a is JLH l' �,� 5 a �� 9 — 121 Si. Salmon, Suite 900 PHONE 503-225-9010 • RIVER TERRACE NORTH PUMP STATION j NOT TO SCALE CHECKED l's Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 663 48 of 89 • NO. DATE BY REVISION RENEWS 6-30-16 PROJECT NO.: 14-1611.2041 SCALE: AS SHOWN I DATE DECEMBER 2015 KEY NOTES Fi HANDRAIL NOT SHOWN -A- THIS SECTION. SEE O 10"x 8" D I RDCR 90° BEND, FLG (TYP OF 3) _4,- --nit- - DETAILS SHEET M-7 CAST- I N-PLACE EL=239.30 2 8" D I SPL, FLGxFLG, LENGTH AS REQ'D (TYP OF 3) - - EL=239. 17 TOP SLAB, SEE CONTROL BLDG _ i STRUCT SHEETS O 6"x8" ECCENTRIC RDCR, FLG (TYP OF 3) - - FIN FL=239. 17 I 1 / a��p'c po�-�p' .a' , • _ ////// / / .. i i i i i d ..- _�_-__ _-_-_.___- - 'e ♦ ....- /��r'��= 4. .+eat . e i i i a«i i i i i i i ii•e. a . . O 6 11 ELBOW, (4) 34" :.�1�:.. 146%1%464.46%: t. ::-. n , . a,. �,;=��.', -. . t'd: :r° HID ker 4 PUMP DISCHARGE ANCHOR WITH 7 .. . I r.. • ; •,:. DIA A3 6SS THRD ROD, EMBED INTO CONC BASE i:a0 :' r _ I �:�i • I ' .° it " � ¢ g- • ' 8" MIN USING H I LT I HIT-RE 500-SD EPDXY (TYP ' N� � -' � PRECAST WET WELL0 CONST HOPPER BOTTOM USING LOW SLUMP FIBER ��, 12 FM WALLS AND BASE SLAB RE I NF CONC, SMOOTH TROWEL FINISH, VERIFY - ` - DIMENSIONS W/ ENGINEER I 1 0 3" DIA SCHED 40 316 SST GUIDE RAILS, PROVIDE 7'- I • . HOR I Z/VERT BRACKET SUPPORTS AS REQ'D BY . . PUMP MFR, SECURE TO INSIDE OF ACCESS HATCH T'44- BYPASS s AND WET WELL AS REQ'D BY PUMP MFR (TYP OF 3) ® I -- - . - - WET WELL PUMPING ' O MH • 0 SUBMERSIBLE LEVEL TRANSDUCER ASSY, MOUNT AT HSI - - _ O EL=230• .00 EL=21 1 .50 (TYP OF 2) h (I� I' =. -L_ - - OF ALARM J , N ® e �� 1 -� 1• 7. _8 STILLING WELL 4" SCHED 40 PVC PIPE, DRILL Y2" f _EL=228. 17 0• HOLES ON EA SIDE OF STILLING WELL AT 6" OC •,�:j II - .4. ._ ,.. .. . . r " rat • • ' e .. . . .. . ♦ . .•' ': 111• , .e,: . . �. . _ • •i. • . , • FROM TOP TO BOTTOM OF STILLING WELL, •• • •a •} ' o - - e••• .e a . •a' ��4. 3I-2Y2" ° • .': STILLING WELL ROTATED FOR CLARITY, SEE SHT ,1r1r•� •a. .. . e'•. •� :a '� n . : 'ate.: ....• ,e �. . e•. '.e..��•�� 3 I. e4 ��1 %• I M- I FOR ORIENTATION (TYP OF 2), BOTTOM OF • 1•••��='•��- • �•��' Z STILLING WELL AT EL=21 1 .00 U 1- 6" DRAIN I E=221 .30 EL=22 I .00 SEE NOTE 1 I Og FLOAT FOR OVERFLOW ALARM _I E=224.6 7 I E=224.31 _ ` - - I © _ itr �`a - -� 10 FLOAT & LEVEL SENSOR HANGER, 316 SST (TYP OF o i i 30" SS 30" SS 3), SEE DET 4, SHT M-6 0 2I I = �, ® � - I E_221 .65 I I RE I NF CONC SPLASH BLOCK, SEE SHT S-8 _ _ I E=221 .55 a. o EL=220.00 12 INTERMEDIATE GUIDE RAIL BRACKET (TYP OF 3), 0 EL=220.00 _,r- •• : INSTALL PER PUMP MFR'S REQUIREMENTS EL=219.00 . CO / 13 NON-SHRINK GROUT UNDER PUMP DISCHARGE "' 0 `. ' a I I-6" I EL=2I 8.00 $ ELBOWS, INSTALL PER MFR'S RECOMMENDAT 1 ONS, in 2" THICK MIN o NOTES: EL=217.30_ I 9 ( . ' IP: 4-*-- ' - • 14 LINK-SEAL SEE DET I SHT M-6 (TYP) i I . GROUT WET WELL, MANHOLES AND VAULTS JO NTS INSIDE AND OUTSIDE WITH 44 EL=2 18.00 „• . -� ��et ever, e .-.....:11:4,• •. N NON-SHR INK GROUT AFTER WET WELL, MANHOLES AND VAULTS HAVE BEEN SET, - 0 :�='��"• n 15 316 SST LIFTING CHAIN, ONE PER PUMP, AS N PRIOR TO BACKFILLING. EL=217.00 .' / REQ'D BY PUMP MFR, PROVIDE SNAP SWIVEL ON 1 4 EL=215.00 .� lK `3 T • #4 BARS 12" OC, EW (TYP) UPPER END, 316 SST BALE CONNECTION AT TOP 2. COAT WET WELL INTERIOR CONCRETE WALLS PER SPECIFICATIONS AFTER YA INSTALL BENCH & CHANNEL OF PUMP W/ DBL NUT LOCKING BOLT, FOR 01 GROUTING AND CONSTRUCTION OF HOPPER BOTTOM AND COMPLETION OF ALL AFTER WET WELL/PUMP LIFTING CHAIN CONNECTION SEE DET I SHT M-5 -0 SANITARY SEWER TESTING. EL=2 13.00 \ © STATION I S OPERATIONAL, EL=212.00 •.�` PROVIDE FLOW THROUGH 16 STILLING WELL PIPE SUPPORT, SEE DET 5, SHT 0 3. ALL BASE AND BACKF 1 LL MATER 1 AL SHALL BE COMPACTED VI M I NUS CRUSHED ) • © -- _ ; PLUGS AS NECESSARY FOR M-6 (TYP OF 3), EVENLY SPACED ROCK, UNLESS OTHERWISE NOTED. : :°‘ - BENCH AND CHANNEL WORK o NI 4. CONTRACTOR TO COORDINATE ALL PUMP SPECIFIC REQUIREMENTS AND DIMENSIONS ' 17 DISCHARGE PIPE SUPPORT, (TYP OF 3) SEE DET 3, �' WITH PUMP MANUFACTURER. WET WELL ACCESS HATCH LOCATION SHALL BE EL=209.50_ ' • o 0 ' SHT M-6, INSTALL I I ' ABOVE BOTTOM SLAB - COORD INATED WITH PUMP MANUFACTURER AND PRECAST CONCRETE MANUFACTURER. • a "' 18 316 SST UPPER GUIDE RAIL BRACKET, SEE DET 6, a . :••...•d 4 'i' ' OI VC" SHT M-6 't 5. SEE SHEET M- I FOR PLAN VIEW AND LOCATION. . 6. ALL POURED- I N-PLACE CONCRETE SHALL BE STRUCTURAL CONCRETE, SEE SHEET © ® 19 316 SST HEAVY DUTY CABLE AND CHAIN HOLDER, o S- I . EMBED REBAR MIN 3" INTO SEE DET 6, SHT M-6 (TYP OF 3) o SECT I ON A CONC WALL & FLOOR W/ 20 7. INSTALL FLAP VALVES ON ALL I NFLUENT P I PES TO WET WELL, EXCEPT 30 SEWER SCALE: 3/8 = I 0 M- I ANCHOR I NG EPDXY (TYP) 20 CABLE CHANNEL ENTRANCE, SEE DET 2, SHT M-6 Q PIPE. o 21 6" PVC DRAIN PIPE FROM TRENCH DRAIN W/ 6" 8. CONTRACTOR SHALL INSTALL 2 PUMPS AT LOCATIONS AS SHOWN ON SHEET M- I . PRIMED P-TRAP PER PLUMBING CODE, FLAP VALVE 0.3 CONTRACTOR SHALL INSTALL ALL PIPING, PUMP SUPPORT, GUIDE RAIL, AND ALL ON END OF PIPE OTHER APPURTENANCES FOR FUTURE PUMP INSTALLATION PRIMARY LEVEL CONTROL BACKUP LEVEL CONTROL 22 BASE BEND PAD, SEE DET 2, SHT M-5 (TYP OF 3) 9. CORE DRILL OR PREFORM WET WELL AND VAULT PENETRATIONS FOR ALL PIPING. ELEVATION CONTROL LOGIC ELEVATION CONTROL LOGIC z VERIFY ELEVATIONS WITH ENGINEER PRIOR TO CORE DRILL, ALIGN WITH VAULT PIPE 220.00 HIGH WET WELL ALARM 221 .00 LAG PUMP ON 23 10" DI 90° BASE BEND, FLG (TYP OF 3) PENETRATIONS. v 218.00 LAG PUMP ON 220.00 LEAD PUMP ON 24 10" D I SPL, FLG, LENGTH AS REQ'D (TYP OF 3) 2 10. ALL FASTENERS AND ANCHORS WITHIN WET WELL AND VAULTS SHALL BE 316 217.00 LEAD PUMP ON 219.00 SWITCH TO BACKUP 0 STAINLESS STEEL. 1- 215.00 LAG PUMP OFF 218.00 PUMPS OFF, SWITCH TO PRI MARY 0 II . PROVIDE PIPE JOINT AT ALL CONNECTIONS TO WET WELL AND BYPASS PUMPING 213.00 LEAD PUMP OFF E MANHOLE TO PROVIDE FLEXIBILITY, SEE. SPEC IFICATIONS. 212.00 LOW-LOW LEVEL SHUT DOWN I co j SHEET NOTICE Murray Smith&Associates Inc AS 1 PRQf � v 0 DESIGNED 44°IN - ? CONTROL BUILDING AND N- - DAK 59853 '. _ v : _ , - CleanWater Services - _ _ . _ . __ Engineers/Planners DRAWN , . ,�.,, ; - WET WELL SECTION M 2 IF THIS BAR DOES Our commitment is clear. XI NOT MEASURE 1" JLH 9y ��Y9 S? o c E - - 121 S.H. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION o THEN DRAWING IS CHECKED o9 -a Z j NOT TO SCALE FwSZAtK� Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 49 of 89 NO. DATE BY REVISION RENEWS 6-30-16 PROJECT NO.: 14-1611.2041 SCALE: AS SHOWN ' DATE: DECEMBER 2015 TO WATER MAIN AUTOMATIC TRAP PRIMER 18"x18" PAD #3 ® 12" OC, BOTH WAYS MANIFOLD FOR TRAPG PRODUCTS MODELO MPB-500N PLUMB I NOR y2" 316 SST HAMMERLOCK () Y2" 316 SST CHAIN, WORKING 3/a" CHAMFER TYP 3 PRIMING TUBES APPVD EQ LINK, WORKING LOAD LIMIT LOAD L 1 M I T 5400 LB, PART ( ) - _- --- 7300 LB, PART #S0655-0013, #50602-0012, MFR BY SUNCOR '. a a NI CI 1 1 1 1 1 ID MFR BY SUNCOR STAINLESS STAINLESS OR APPVD EQ rioi PAD HEIGHT FLR DRAI N OR APPVD EQ1111111111111 �� 1 AS REQID 1I� 1111e11\1 -- �.4 - ° <,- a 4 � � _ TRAP SUPPLY 3/8" COP el I " 316 SST BOLT CHAIN SHACKLE TUBING, TYP IA o b I � W/ OVERSIZE BOLT, WORKING l PUMP HANDLE LOAD LIMIT 10,00LB, PART Y Y #50115-SA25 W/ EXTRA LOCKING ROUGH SURFACE \ TUBE SUPPLYING FLR DRAIN TRAP // NUT PART #P0016-NT25, MFR BY SLAB ON GRADE OR CONSTRUCTION JOINT SUNCOR STAINLESS OR APPVD EQ SUSPENDED SLAB, THICKNESS VARIES 0 0 LIFTING CHAIN CONNECTION DETAIL O BASE BEND PAD FLOOR DRAIN TRAP PRIMER 0 cnSCALE: NTS v SCALE: NTS SCALE: NTS J O O N I-- Y 0 a. CD LU L 0 N \ A CN ° _3/4" BV CONC WALL ° 1 %" UNISTRUT CHANNEL L WALL THICKNESS 1 STD PIPE STRAP, MFR BY �° UNISTRUT OR APPVD EQ CT •lie ° ' ° A s P - a A .I� x)3/411 211 0 . STRAP, SEE DET 5, THIS SHT 4 UNI STRUT CHANNEL, 2 . 1 a.° a. SEE DET 5, THIS SHT a ° e "' ILI i 3/4" HOSE THREAD END 4 4 tir �' �iN ° IIIIiI��=!: Cr�I' _ - z am - j '_- QJI ; ° � ' Via. - :° i I'i.,r' 1 in Ww 0 d �'� < ° a .c %" OR I " a _ 1 en o WATER 3/4" 90° BEND ATTACH TO UNISTRUT PER MALE IPS o ° .. ° a ; in_��.�,ll d ° MFRS REQUIREMENTS ° ° a VALVE HOUSING, • a . 4. • a 4 I ts�61 I 6Y2" SQ co ° LOCATE INSIDE OFF 1 M - ANCHOR TO CONC WALL PER MFR'S INTERIOR WALL a - REQUIREMENTS W/ EPDXY ANCHOR BOLTS a ` d ° U 4 • / °. 4 ° NOTES: . . a ' . a. 4 ° a • A c7 I . FOR CHEMICAL TUBING STRAP, USE ONE HOLE CLAMP FOR °_ °. OUTSIDE DIAMETER TUBING, MANUFACTURED BY UNISTRUT OR o ° 4 APPROVED EQUAL. z - 4 o 2. OR UNISTRUT CHANNEL VERTICALLY OR HORIZONTALLY NOTE: WALL HYDRANT SHALL BE ZURN Z I 300-SS OR APPROVED EQUAL. 0 DEPENDING ON APPLICATION. 0 0L TYPICAL INTERIOR HOSE CON NECT I ON - WALL HYDRANT DETAIL 6 > SCALE: NTS 0PIPE SUPPORT SCALE: NTS - E SCALE: NTS I CO i p�,. SHEET :[-n- 0 NONCEAM 1 DESIGNED "04, 7940 ,% — , =1 a == — MurraySmith&Associates,Inc. DAK _ : a: a a — CleanWater Services MECHANICAL DETAILS - 1 _ 0 _- � - _ Eug�neers/Planners M 5 DRAWN SA x17. _ v� _ Our commitment is clear. IF THIS BAR DOES o C a gg xl NOT MEASURE 1" AS 9 - pee �Q = Al E. 1 E$— 121 S.A. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION THEN DRAWING IS CHECKED RFs "F"''' �� p - Portland, Oregon 97204 FAX 503-225-9022 _ NOT TO SCALE M, BARS' g AND FORCE MAIN PROJECT NO. 6637 52 of 89 NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14- 1611.204 1 SCALE: AS SHOWN ' DATE: DECEMBER 2015 WELD 6"x6")013" TYPE 316 SST END PLATE ON ANGLE IRON, ' DISCHARGE LINES SECURE END PLATE TO MH W/ (4) 611x 1 " TYPE 316 SST •.< ill it EPDXIED ANCHOR BOLTS (TYP ) "x4" SST a . ° a.. a • a 4 A OF EACH SIDE) ANCHOR BOLT I �'xJ ." 8" SST STRAP III�IGUGUU/III///U0//1/a d • •a a ° l' t:4 . �� t Wglif 9 .• a a ..•. • LINK SEAL ELASTOMER IC A SEAL ELEMENT COUPLER, TYP Y. • LS MODEL (C, S-316) 3/a" SST HOOK BOL °a. • 44, QOA BOLT PROVIDE 8" DEEP x 12" WIDE C• . a. w 41 PRESSURE PLATE NOTCH IN TOP OF WET WELL NOTES: _a 4 w ��_✓t- WALL, SMOOTH ALL EDGES WET WELL raw PLAN I . WET WELL SUPPORT SHOWN. La_L CARRIER PIPE CUT OUT BOTTOM OF VALVE VAULT SUPPORT CABLE CHANNE cc CABLE CHANNEL AND CONFIGURATION FOR ONE Cri IIIoII 1111 �i ISI SST 0 �¢ WET WELL PLACE CONC AS SHOWN DISCHARGE LINE. UNISTRUT ce w TOP SLAB D e 111111 101111uuuu•u� Z °• . ° e . DISCHARGE PIPE 3/8" SST SPRING NUT cn — .D A IMF ao cc J DDp I " TYPE 316 SST ROD & NUT • AL MESSENGER CABLE GRIP o loamIii., _ CAST/CORE migill�i Eo_ ._.r�_�t.° DRILLED HOLE a 12' ID CABLE CHANNEL 6 as a a s a a WALL WET WELL \L--4" TYPANGLE, TYPE 316 SST,4111111LCABLE MIN THICK 2SLOPE TO DRAIN — i 1 I-0 NOTES: CAST/CORE DRILLED WALL OPEN0,ING 'I SECTION A—A I . ALL HARDWARE GRADE 316 STAINLESS STEEL. w LINK— SEAL DETAIL CABLE CHANNEL DETAIL 0 D I SCHARGE PIPE SUPPORT 3 LEVEL SENSOR CABLE HANGER o SCALE: NTS SCALE: NTS SCALE: NTS - SCALE: NTS NIIY 0 co if) 4 i in0 o ° N a P`) a e \ a N Q CO °4 N rail UNI STRUT CHANNEL, 44 ATTACH GUIDE RAIL CT) UPPER GUIDEI %" UNISTRUT BRACKET PER MFR'S RAIL BRACKET, CHANNELRECOMMENDATIONS MFR BY PUMP lye ° SUPPLIER 5/811x4" 316 SST EPDXY cc y4 x3 FB ANCHOR BOLTS 4" SST U-BOLT, W/ NUTS / N & WASHERS AS REQ'D O Q Or _ (2) 3/4" DIA HOLES, !' ( Fr�"B, LENGTH BAR, 4" DIA PVC '' m CENTER HOLES BETW .. a 4 - 4 FAB, AS REVD STILLING WELL —� �i HOOKS & FB N. d _ - _ HEAVY DUTY CABLE ' j %"x4" LONG EPDXYra _ 0 HOLDER MFR BY USF, a ANCHORS (TYP) 7 - - - ///�� i� ]hillj 6111111111111 '1 i � OR APPVD EQ a t 0 2" Iy2"1 5%" 103/4" 5%" 1172" CABLE HOLDER NOTES: x411 316 SST EPDXY ANCHOR CHOR BOLTS ti_ \iiiiitilele I . MATERIAL: STAINLESS STEEL T316. 21-72" NI DIA HOOKS 0.1 12' DIA PRECAST ' - 2. APPROXI MATE WEIGHT: 6 LBS. w NOTES: CONC WET WELL PLAN SECTION I . ALL FASTENERS, F I TT I NGS, ANCHORS o AND SUPPORTS SHALL BE TYPE 316 z STAINLESS STEEL. 0 0 t_ 0 STILLING WELL PIPE SUPPORT 0 HEAVY DUTY CABLE AND CHAIN HOLDER AND UPPER GUIDE RAIL BRACKET DETAIL 6 SCALE NTS SCALE: 3"= I `-0.. — I coi NOTICE AMB .0 F�W = p Smith&Assoaates Inc. SHEET h 1 DESIGNED Cs 4.4 4,4t �. — a — �� — 1 DAK `� ' '�"' _ __ �� Engineers/planners CleanWater Services MECHANICAL DETAILS - 2 M - 6 et DRAWN s, , he y1 v. Our commitment is clear. IF THIS BAR DOES , , -�-:., C .. o THEN MEASURE DRAWING 'ISAS9eF dont .no 44Q =6_aa, 15 121 S.R. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION a. NOT TO SCALE CHECKED �M BMW' Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 53 of 89 c.� NO. DATE BY REVISION RENEWS122-31-15 PROJECT NO.: 14-1611.204 1 SCALE: AS SHOWN ' DATE: DECEMBER 2015 4'-6" 5.5 (TYP) n FLR ©• SST HINGES W/ •0• FLAT BAR SAND BLAST PLATE W/ NOTES: • BOLTS FINISH VARIES, SEE DETS THIS SHT SEE DETS THIS SHT �. a s7TAMPERPROOF 0a. 00 I . W-APS 36x48 ALUMINUM HATCH WITH F • a a ;79 _ Miro - _ — HIE 0 0 J • • k ;!;J �, _ 1 BITUMINOUS PA i NT, GAS SHOCK AND I r--:-__-_-_,-- —_— _ SANDBLAST FINISH, MANUFACTURED BY fl IT- —11 1 -1f I fi \� USF FABRICATION OR APPROVED EQUAL. II III II it 1' GAS SHOCK FOR _ -1} i A 1 II III 11 II II z LIFT ASSIST 2. MATERIAL: ALUM I NUM. " ' Ir h II III II II nn z TOP AND INTERMEDIATE RA i LS - 11 III II II I SST AUTOMATIC HOLD 3. LOADING: 1560 LBS PER SQUARE FOOT SHALL BE l0/2" AL SCHED 40 I I II 1,71°°;I u 1 0 OPEN ARM WI RED o (CAPABLE OF HOLDING UP TO 25 FEET I PIPE RAILING I I I 11 II�'oo66,4, U -_I VINYL GRIP I HEAD OF WATER). - To 4 II Ulwo,' I II II I D I PO II II I II < 4. 316 STAINLESS STEEL BOLTS AND -� IT- II II III I U II nisill I I II Q I NUTS. P 41 ` Iza 9 I II III I II 11 II II I II II LO ``) I 5. APPROXI MATE WEIGHT: 162 LBS., LI - L - 1 II APPROXI MATE LIFT WEIGHT: 5- 10 LBS. -� 1 POST RAILS SHALL BE I.J AL r I = 6. AREA OF FRAME IN CONTACT WITH = ' O• - "Id •0• CONCRETE TO BE PAINTED WITH I SCHED 80 PIPE RAILING I I • •�• FLUSH HANDLE ATERTIGHT b: SQ BAR EPDM GASKET BITUMINOUS COATING. � I f r (2) SST WATERTIGHT CAMLOCK HANDRAIL FLOOR r a ° a ' `\FLANGE, SEE DET 2, a a l 4 HANDRAIL FLOOR FLANGES i THIS SHT (HANDRAIL a� a 4 (HOLLAENDER #45SBC OR `n NOT SHOWN) C a APPVD EQ) ANCHOR NOTES: r�� Ii l I f FRAME/COVER DETAIL I I . R I VETS SHALL NOT BE USED FOR PIPE CONNECT I ONS TO F I TT I NGS. cll 1 I 48" (ACTUAL OPEN I NG) j 2. GUARDRA I L SHALL BE SPEED-RA I L®, MANUFACTURED BY HALLAENDER MANUFACTUR I NG I VALVE VAULT HATCH DETA ILl COMPANY, OR APPROVED EQUAL. w SCALE: 1 "= 1 '-O" - 3. ALL MODULAR GUARDRAIL COMPONENTS SHALL BE ALUM I NUM AND I N STRICT o CONFORMANCE WITH OREGON OSHA REQUIREMENTS. N 9'-4" (OVERALL HATCH) 4. SCHEDULE 40 ALUMINUM PIPE SHALL MEET THE REQUIREMENTS OF ASTM429 6063-T6 CD - - SLAMLOCK PLUG PIPE WITH FY=25 KSI OR HIGHER. - 4'-8" 4'-8" 6" (TYP) WELDED BEAM SECTION SLAMLOCK KEY 5. SCHEDULE 80 ALUMINUM PIPE SHALL MEET THE REQUIREMENTS OF ASTM429 6061 -T6 co FOR HOLD OPEN ARM SST GAS SHOCK WITH FY=35 KSI OR HIGHER. Ln C. ii :®: y4" FLOOR PLATE 6. ALL FASTENERS AND ANCHOR RODS TO BE TYPE 304 OR 316 STAINLESS STEEL. in Mil N — — - - —rr = _ —;14 — —.— — _ — 7. PROVIDE DISSIMILAR METALS PROTECTION AS REQUIRED BETWEEN DISSIMILAR METALS. VII7i147 "ii,'IMuL_ m N 1 II I II - 1I1 II HANDRAIL DETAIL 0 III II I i_‘11 11 t I = - SCALE: I "= I '-O" 1 _ �D z SST AUTOMATIC I o HOLD OPEN ARM 01 g N J I I SST HINGES W/ oc W/ RED VINYL o TAMPERPROOF < GRIP i o I0 BOLTS w `r I w ;'f• 4 W >ci- � � I I 4 11 I I f = o NI l I I I I - �i I I 1 1 I I FLUSH CAST AL z I I I I I I DROP HANDLE . CO I ; 1 1 - I I r 11 r; I 1+ JI. �L ilL I.11 Iari•i Ir/LU LI 1sTsr U I i o Mil I I I I I I �. L4"x4"x3/a" FRAME Ao ® 9� RECESSED STAPLE ®ST WATERTIGHT i HANDRAIL FLOOR FLANGES, FOR PADLOCK o SEE DET 2, THIS SHT (2) SC7 X 3.29# SLAMLOCK NOTES: j (HANDRAIL NOT SHOWN) REMOVABLE BEAM I . 48"x108" ACCESS HATCH MANUFACTURED BY USF Li- _ FABRICATION INC, OR APPROVED EQUAL. c M``y� c -n fli°ir i _ u�jl n t -r � -] pig In _�� " - r• 2. MATERIAL: ALUMINUM a •• -_ 2'- 1 I " ( INSIDE 21- 10" ( INSIDE 2'- I I " ( INSIDE 3. LOADING: DESIGNED FOR OFF STREET LOCAT I ONS WHICH z CLEAR OP'G) CLEAR OP'G) CLEAR OP'G) C8 X 4.25# MAY OCCASIONALLY RECEIVE H-20 WHEEL LOADS. - - - - '-, FRAME 04. 316 STAINLESS STEEL NUTS & BOLTS. a 3'-O" 3'-O" 3'-0" - ,- C 9,-O„ 5. AREA OF FRAME I N CONTACT WITH CONCRETE TO BE 43 - . _ PAINTED WITH BITUMINOUS COATING. > WET WELL HATCH DETA I L 0 SCALE: 3/4"= I '-0" co i SHEET NOTICE AMB ,` P ��i = taw MarraiTSmith&Assodates Inc. 0 rr DESIGNED S •�a8� _ 1t, 1 imiii DAK �� _ ° W-° __ Enginee7 rs/Planners C1eanWater Services MECHANICAL DETAILS - 3 _ DRAWN ?� - �I IF THIS BAR DOES — G o Ti— Our commitment is clear. x NOT MEASURE 1" AS v� �UNF 11.10�e �`�Q C a e p e — 121 SI Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION THENDRAWING OTO SCALES CHECKED FxM �� Portland, Oregon 97204 FAX 503-225-9022 jBAP- B AND FORCE MAIN PROJECT NO. 6631 54 of 89 6NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14- 1611.204 1 SCALE: AS SHOWN 1 DATE: DECEMBER 2015