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Plans (2) BUP2O1 6 - 00001 Fs ' ,,R„ . ( 7 • 4., e, , .., , RECEIVED CITY Ccan a erServices BU1LD(!�GD,V,SON Our commitment is clear . RIVER TERIZACE NORTH PUMP STATION ANDCITY OF TIGARD REVIEWED FOR CODE COMPLIANCE Approved: I OTC: I I Permit#: EUP2c(6^000C I APPROVED PLANS Address; L4 n'X0C21Ett - t, INCLUDE UN-ATTACHED= Suite #: 2 FORCE MAIN PROJECT SPF ligCUATION ROOK RIJCTURAL CALCS By: Date: l 1j (� TECH REPORT ._�MISC DOCUMENTS S 6631 AddresD./7 //7 A iv DEFERRED SUBMITTALS DEFERRED Approved plans VOLUME 4 OF 4 ITEM: SPECIFICATION: Fire sprinkler _ City of Tigard Erosion Control shall be on job site. o AGGREGATE PIER FOUNDATION SYSTEMS 02255 To Schedule Inspections: Mechanical Call (503) 639-4175 N PRE-FABRICATED METAL STAIRWAY 05500 Plumbing Initial inspection: OFFICE COPY DFCFIN/IBER 2015 MANUFACTURED TRUSSES 06100 Electrical Pro to toot ng repect on m Truss Engineering —14------H--. !G Final inspection: MECHANICAL EQUIPMENT LATERAL SUPPORT 15000'5 shopDrawinge ;� Pnortoflnatbuilding' ELECTRICAL EQUIPMENT LATERAL SUPPORT 16000'5 o�er STRUCTURAL SEE SHEET S- I /�_.`�� iii BEAVERTON l�� c° INDEX OF DRAWINGS - fll ._j&Irimii � it IIIIIIII0111111IllituninuINGENERAL ARCHITECTURAL ELECTRICAL, INSTRUMENTATION /..�o I G- I TITLE SHEET, VICINITY MAP AND INDEX OF DRAWINGS 37 A- I ARCHITECTURAL FLOOR PLAN AND SECTION AND CONTROL / jll/iFriillitl%g:Er7ar6:tk4ualtlsuEB:LA::::Clli:i :n► - ��• ��2 G-2 GENERAL NOTES 38 A-2 BUILDING ELEVATIONS82 E-28 ELECTRICAL ATS LOOP �: :1111�: C p VIIIN 3 G-3 ABBREVIATIONS 39 A-3 ARCHITECTURAL DETAILS D I AGRAM - '. '. 1r�1 :)�®��amia 4 G-4 SYMBOLS AND LEGEND 83 E-29 ELECTRICAL AIRGAP / ��0� �._=5 G-5 DESIGN DATA SUMMARY TABLE AND SYSTEM HEAD-CAPACITY CURVES STRUCTURAL I I � � p•�DISCONNECT ENCLOSURE ar6 �4ua I,A •�6 G-6 CODE SUMMARY 40 S- I GENERAL STRUCTURAL NOTES 84 E-30 ELECTRICAL PANEL 1 �O' •��®pI 41 S-2 QUALITY ASSURANCE PLAN AND NOTES -fi r fEROSION AND SEDIMENT CONTROL 42 S-3 ROOF FRAMING FOUNDATION PLAN AND ECHEDULCA / \ - �, 7 ESC- I EROSION AND SEDIMENT CONTROL COVER � � 85 E-31 ELECTRICAL CIRCUIT •�•■•■■■q •-0 8 ESC-2 EROSION AND SEDIMENT CONTROL NOTES SHEET 43 S-4 STRUCTURAL SECTIONS AND DETAILS STRUCTURAL SECTIONS ELECTR I CA SC I RT �. ,00• 2 :Q iIto„al.86 E-32 ELECTRICAL CIRCUIT �.� „p -■ �►�� +�6 9 ESC-3 EROSION AND SEDIMENT CONTROL PUMP STATION PLAN 44 S-5 STRUCTURAL CMU DETAILS ��o•�`- " ■• • ;SCHEDULES SHEET 2 ; .,��rp�;►�� ■�010 ESC-4 EROSION AND SEDIMENT CONTROL PLAN STA FMI +00 TO STA FM12+00 45 S-6 MISC STRUCTURAL DETAILS / <_�• 1I��i=nroIIII . .II ESC-5 EROSION AND SEDIMENT CONTROL PLAN STA FM12+00 TO STA FM20+40 46 S-7 MISC STRUCTURAL DETAILS - �� =""f ai LANDSCAPING / I ► "11- pnnm,, 'In..ap;;;, .,..,, N- 12 ESC-6 EROSION AND SEDIMENT CONTROL PLAN 47 S-8 WET WELL TOP SLAB PLAN AND DETAILS - _ - - : „ "„ III- iInr 0 87 L- I LANDSCAPING PLAN • III- nrrr N STA FM20+40 TO STA FM21 +80 AND STA SBB0+00 TO STA SBB1 +66 `a I MECHAN I CAL 88 L-2 LANDSCAPING DETAILS : Si,Sw SCriOLCFERRY RD 2 I 0 pun urrA O1 13 ESC-7 EROSION AND SEDIMENT CONTROL DETAILS LS - I - - �/,: sup■ may �11 I HnnrP- nlrq' 89 L-3 LANDSCAPING IRRIGATION ��■.. 14 ESC-8 EROSION AND SEDIMENT CONTROL DETAILS - 2 48 M- I CONTROL BUILDING AND VALVE VAULT PLAN DETAILS , / iiia;Wig iuiiiiiii iiiiiiii ��co 15 ESC-9 EROSION AND SEDIMENT CONTROL DETAILS - 3 49 M-2 CONTROL BUILDING AND WET WELL SECTION IIIIIIIIII E Inns I 16 ESC- I0 EROSION AND SEDIMENT CONTROL DETAILS - 4 50 M-3 HVAC PLAN AND SECTION SPECIAL INSPECTION REQUIRED 1�r�i�■■_� mmnr�: 17 ESC- II EROSION AND SEDIMENT CONTROL DETAILS - 5 51 M-4 HVAC SCHEDULES, SECTION AND SCHEMATICS State of Oregon Structural Specialty Code gr e�� ► TIGARD52 M-5 MECHANICAL DETAILS - I -- ►�i � nCIVIL1 53 M6 MECHANICAL DETAILS - 2 C� COneteandReinforcingSteel ` •■ •• int llA =►Bolts Installed in oncrete _ ;� r��•1 � liiiil _c 18 C- I SITE PLAN 54 M-7 MECHANICAL DETAILS - 3 CI Moment-Resisting I \ ' iii t11111111111176421101 19 C-2 SITE PIPING PLAN / in ■rr■�Di1111 E41I1111p11�1 I►\ 0 20 C-3 GRADING PLAN ❑ Reinforcing Steel&Prestressing Steel Tendons I r �1■I1111111111 t111111111n� o 2 I C-4 GRADING SECTIONS ELECTRICAL, INSTRUMENTATION AND CONTROL ,, - noun min Ijqh1❑ StructuralWelding /' - 111 11111122 C-5 FORCE MAIN PLAN & PROFILE STA FM I +00 TO STA FM6+40 55 E- I ELECTRICAL LEGEND AND ABBREVIATIONS PROJECT 9.„a❑ HlghStrenght Bolting �- �_L- 23 C-6 FORCE MAIN PLAN & PROFILE STA FM6+40 TO STA FMI 1 +80 56 E-2 P& ID LEGEND AND SYMBOLS11 24 C-7 FORCE MAIN PLAN & PROFILE STA FMI1 +80 TO STA FM15+00 57 E-3 ELECTRICAL ONE-LINE DIAGRAM Q � ■■ • Ind-5mictural Masonry t. :anuli w ,a I� LOCATION 0-nin1I1n11n, =St 'i4 Isar m 25 C-8 FORCE MAIN PLAN & PROFILE STA FM 15+00 TO STA FM20+40 58 E-4 ELECTRICAL UTILITY SERVICE SITE PLAN ❑ Reinforced Gypsum ConcreteES rain _■,�,�, 0 26 C-9 FORCE MAIN & GRAVITY MAIN PLAN & PROFILE 59 E-5 ELECTRICAL PUMP STATION SITE PLAN ❑ Insulating Concrete FM / _ _ 0 �`��'1■■� �I'�'� STA FM20+40 TO STA FM2I +80 & STA SSB0+00 TO STA SSBI +66 60 E-6 ELECTRICAL BUILDING POWER PLAN ❑ SpreyApplfedFireResistive Materials / ��II � ��,�� ♦ 0 27 CIO SITE SUBSURFACE DRAIN PROFILE & DETAILS & SANITARY SEWER 61 E-7 ELECTRICAL BUILDING LIGHTING AND RECEPTACLE PLANI cn ♦ ��■ ��1Ind-Pilings,Drilled Piers and Caissons ( 4: t,■ , z TRUNK MAIN PROFILE 62 E-8 ELECTRICAL BUILDING COMMUNICATIONS PLAN \ ® �� :111111:441::::11adi� 1oi 028 C- II CIV L DETAILS - I 63 E-9 ELECTRICAL MCC ELEVATION DETAIL AND SCHEDULE ❑ shotcrete N .. ) O8 ,:::::�rin *L0 29 C- 12 CIV L DETAILS - 2 64 E- I0 ELECTRICAL INSTALLATION DETAILS ❑ Special Grading,Excavation and Filling tY n ® 1r �' a� Milt 30 C- 13 CIV L DETAILS - 3 65 E- I 1 ELECTRICAL PUMP STATION P& ID P& ID ( I of 4) ❑ Smoke-Control Systems >- 1. )1,r 1- 31 C- 14 CIV L DETAILS - 4 66 E- 12 ELECTRICAL PUMP STATION P& ID P& ID (2 of 4) [>]�herIns Inspections ( - . �1�l7I>■ L 32 C- 15 CIV L DETAILS - 5 67 E- 13 ELECTRICALSTATION P& ID P& ID (3 of 4) p ► IIIHI) 9 we% so c A PUMP & Ioft 4 �,'is0101,,, ' 33 C- 16 C I V L DETAILS - 6 68 E- 14 ELECTRICAL STANDBY GEN. AND MISC. ALARMS P& ID (4 of 4) i cn _ _ r fs►�• �/,L ■ 1 oI ;;■■ 34 C- 17 CIV L DETAILS - 7 69 E- 15 ELECTRICAL SYSTEM COMMUNICATION BLOCK DIAGRAM . - ; rat 15.0` • 1 35 C- I8 CIV L DETAILS - 8 70 E- I6 ELECTRICAL CONTROL SCHEMATICS PUMP WIRING DIAGRAM I r�tp��1■r �� - 36 C- 19 CIV L DETAILS - 9 71 E- 17 ELECTRICAL LIGHTING CONTROL PANEL r ,1,\ 7 f ;f ,., �, - co 72 E- 18 ELECTRICAL CONTROL SCHEMATIC RTU ,crm Marra SmithB�Associates Inc■ 73 E- 19 ELECTRICAL MASTER CONTROL PANEL POWER WIRING DtAGRAM — 74 E-20 ELECTRICAL MASTER CONTROL PANEL BACKUP CONTROL SCHEMATIC 75 E-21 ELECTRICAL MASTER CONTROL PANEL DISCRETE INPUT WIRING _ En ineers/Planners 76 E-22 ELECTRICAL MASTER CONTROL PANEL ANALOG INPUT WIRING VIC�TY MAP a _ _ 77 E-23 ELECTRICAL MASTER CONTROL PANEL LAYOUT0 - - _ — 78 E-24 ELECTRICAL FLOWMETER LOOP DIAGRAM SCALE: 1"=1,000'�I ILENE _ = 121 5.�. Salmon, Suite 900 PHONE 503-225-901079 E-25 ELECTRICAL LEVEL CONTROLLER LOOP DIAGRAMSxo — 80 E-26 ELECTRICAL LEVEL SWITCH LOOP DIAGRAMS Portland, Oregon 97204 FAX 503-225-9022 8 I E-27 ELECTR I CAL GENERATOR LOOP D I AGRAM o i 14- 161 1 .204 I 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 O THE OREGON 2 UTILITY 010ITIRAUGH CENTER. THOSE HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS, PRIOR TO EXCAVATING, BORING, OR RULES— ARE SET FORTH NIOAR 952 MAY OBTAIN I 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 b DATUM IS OREGON STATE PLANE, NORTH ZONE, NAD 83 (2011 ). THE VERTICAL DATUM IS NGVD u) 29 (BASED ON WASHINGTON COUNTY BENCHMARK 107). J 7. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE PLANS AND PROJECT o SPECIFICATIONS. 0 "v 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. o 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. N) LU 9. CONTRACTOR SHALL PROTECT ALL PROPERTY CORNERS, SURVEY MONUMENTS AND CONTROL o 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 DESIGNATED BY THE OWNER FOR SALVAGING. SALVAGED ITEMS SHALL REMAIN THE PROPERTY OF THE OWNER, AND SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED. I I . ALL STRUCTURES, LOTS, SWALES, D ITCHES, CURBS, FENCES, WALLS, MAILBOXES, SIGNS, cd 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 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 PUBLIC RIGHT—OF—WAY. 13. CONTRACTOR SHALL KEEP AND MAINTAIN A CURRENT SET OF DRAWINGS ON SITE. CONTRACTOR TO KEEP ACCURATE "AS—BUILT" RECORD COPY OF PLANS. "AS—BUILT" PLANS TO BE RETURNED TO 115 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. U Q 14. THE CONTRACTOR SHALL PROVIDE TEMPORARY TAPS AND BLOW—OFFS AND THRUST RESTRAINTS o 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 v) Ss t CONSTRUCTION, AND 24 HOURS BEFORE RESUMING WORK AFTER SHUTDOWNS EXCEPT FOR NORMAL RESUMPTION OF WORK FOLLOWING SATURDAYS, SUNDAYS, OR HOLIDAYS. CONTRACTOR SHALL NOTIFY . 1 THE ENGINEER A MINIMUM OF 48 HOURS PRIOR TO ANY TESTING OR REQUIRED INSPECTION. z 16. THE LIMITS OF THE SITE THAT MAY BE USED FOR CONSTRUCTION, STORAGE, MATERIALS Nikk °; HANDLING, PARKING OF VEHICLES AND OTHER OPERATIONS RELATED TO THE PROJECT ARE 2 SHOWN ON THE PLANS. LIMITS OF WORK ALSO INCLUDE RIGHTS OF ACCESS OBTAINED BY THE sdi 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. Cell before you dig. E 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. Murraym�}�,Q� Mqt T� SHEET 0 NONCE 1 AMBPROF, _ _ _ _ _ _ aS1 itli&Associa4es,Inc DESIGNED ��'�alxafr�0 • I — I DKT °'°' _ _ =_ = - — — CleanWater Services GENERAL NOTES _ DRAWN 41 , _ __ _ - Engineers/Planners Our commitment is clear. G 2 n- IF THIS BAR DOES - OREGON x1 NOT MEASURE 1" AS 9 viiv ooa �Q = 7.= _ =_ __ 121 SI Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION THEN DRAWING IS CHECKED !Fr . BAR-• Portland, Oregon 97204 FAX 503-225-9022 o- NOT TO SCALE AND FORCE MAIN PROJECT NO. 6631 2 of 89 M. NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14- 161 1.204 1 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 MAIL MATERIAL RND ROUND W/ WITH HIGHWAY & TRANSPORTATION OFFICIALS COP COPPER GFA GROOVED FLANGE ADAPTER MAX MAXIMUM RO ROUGH OPENING W/0 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 DIMENSIONHGT HEIGHT NORM NORMAL SPCL SPECIAL YR YEAR & MATERIALS DIR DIRECTION DIST DISTANCE 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 DWY DRIVEWAY HPG HIGH PRESSURE GAS OF OVERFLOW / OUTSIDE FACE SQ YD SQUARE YARD I– 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 BF BOTH FACE EL ELEVATION HV HOSE VALVE STA STATION o BFD BACKFLOW PREVENTION DEVICE ELEC ELECBO HVAC HEATING, VENTILATION, AIR P&ID PROCESS & INSTRUMENTATION DIAGRAM STD STANDARD N BFILL BACK FILL ENCL ENCLOSURE CONDITIONING PC POINT OF CURVE STL STEEL f-- BFV BUTTERFLY VALVEHWL HIGH WATER LINE PCC POINT OF COMPOUND CURVE STOR STORAGE o BHP BRAKE HORSEPOWER EOP EDGE OF PAVEMENT BKGD BACKGROUND EQ EQUAL HWY HIGHWAY PCVC POINT OF CURVATURE ON VERTICAL CURVE STR STRAIGHT EQL SP EQUALLY SPACED HYD HYDRANT PE PLAIN END STRUCT STRUCTURE / STRUCTURAL 0 BLDG BUILDING EQUIP EQUIPMENT HYDR HYDRAULIC PERF PERFORATED SUBMG SUBMERGED Ln BLK BLOCK EW EACH WAY PERM PERMANENT SUCT SUCTION r3 BLVD BOULEVARD EXC EXCAVATE &C NSTRUMENTATION & CONTROL PERP PERPENDICULAR SV SOLENOID VALVE 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 oN BO BLOWOFF EXP EXPANSION E NVERT ELEVATION PI POINT OF INTERSECTION SWGR SWITCH GEAR �r BOC BACK OF CURB EXP BT EXPANSION BOLT F NSIDE FACE PIVC POINT OF INTERSECTION ON SYMM SYMMETRICAL cNE 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 ") 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 BW BOTH WAYS FAB FABRICATE NSTL NSTALLATION / INSTALL POLY POLYETHYLENE TB THRUST BLOCK FB FLAT BAR NSUL NSULATION POT POINT OF TANGENCY TBM TEMPORARY BENCH MARK a FCA FLANGED COUPLING ADAPTER d C CELSIUS NEER NTERCEPTOR PP POWER POLE TC TOP OF CONCRETE / TOP OF CURB I C 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 CN 1 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 o 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 7frFIN GR FINISH GRADE CHAN CHANNEL JUNC JUNCTION PS1G POUNDS PER SQUARE INCH GAGE TRANS TRANSITION i CHEM CHEMICAL FIPT FEMALE IRON PIPE THREAD PSL PIPE SLEEVE TSP TRI –SODIUM PHOSPHATE 0 FITG FITTING CHFR CHAMFER 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 Q CIP CAST IRON PIPE FLG FLANGE KWY KEYWAY CURVE FLL FLOW LINE CIPC CAST IN PLACE CONCRETE PV PLUG VALVE UG UNDERGROUND o i CISP CAST IRON SOIL PIPE FLR FLOOR L LENGTH OF CURVE PVC POLYVINYL CHLORIDE UH UNIT HEATER FM FORCE MAIN , _ CJ CONSTRUCTION JOINT FO FIBER OPTIC LAB LABORATORY PVMT PAVEMENT UN UNION CL or . CENTER LINE LAV LAVATORY PWR POWER UON UNLESS OTHERWISE NOTED CL2 CHLORINE FOC FACE OF CONCRETE LB POUND USGS UNITED STATES GEOLOGIC SURVEY (1) FOF FACE OF FINISH N I SH CLG CEILING LF LINEAL FOOT QTY QUANTITY CLJ CONTROL JOINT FOM FACE OF MASONRY LIN LINEAL / LINEAR V VENT / VOLT L 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 a, CMP CORRUGATED METAL PIPE FPS FEET PER SECOND LONG LONGITUDINAL RCP REINFORCED CONCRETE PIPE VBOX VALVE BOX FRP FIBERGLASS REINFORCED PLASTIC 0 CMU CONCRETE MASONRY UNIT LP LOW PRESSURE RD ROAD / ROOF DRAIN VC VERTICAL CURVE L CND CONDUIT FT FEET / FOOT LPT LOW POINT RDCR REDUCER VERT VERTICAL I- CO CLEANOUT FTG FOOTING 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 i }��}h,Q� ee /ryq} n SHEET NONCE = MurrayaSmith&ASSOaateS Inc, AMB ,411 ft — _—f--- o 0 >� 1 DESIGNED eUi soma*� O _ _ 0 • — DKT `� _ _ _ _ ----- __ Engineers/PllnerS Clean Water Services ABBREVIATIONS G— 3 L DRAWN 1, commitment is clear. IF THIS BAR DOES o XI NOT MEASURE 1" AS 9 4Q E _ _ _ _ __ = 121 SI Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION o THEN DRAWING IS CHECKED �e,.. N9AH��cv - Portland, Oregon 97204 FAX 503-225-9022 m NOT TO SCALE M. g AND FORCE MAIN PROJECT NO. 6631 • NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14- I 6 I 1.2041 SCALE: NONE I DATE: DECEMBER 2015 3 of 89 PIPE SYMBOLS VALVE SYMBOLS TOPOGRAPHIC LEGEND PLANT SCHEMATIC PLANT SCHEMATIC EXISTING PROPOSED n i1 WELDED JOINT NeN A f I BUTTERFLY VALVE WATERLINE - - - - I 0"W - - - - 12" D I W i t I I FLANGED JOINT n X A --pa— GATE VALVE ELECTRICITY =_- GAS - - 4"G - - - - f 0 GROOVED END JOINT n _L —, - GLOBE VALVE TELEPHONE/TELEMETRY - -T- - - -FIBER OPTIC FO f 4 CI MECHANICAL JOINT >< --DK— BALL VALVE - - OVERHEAD UTILITY OHL n .- 4 C PUSH-ON JOINT (RUBBER GASKET) } * 4 —0 BALANCING VALVE SANITARY SEWER LINE - - - -8"53- - - - 8"SS JJFLANGED COUPLING ADAPTER h ^ --j DIAPHRAGM VALVE SANITARY SEWER FORCE MAIN - - - -6"FM- - - - 6"FM 1 El6I - - STORM DRAIN - - - -8"SD- - - - 8"SD L D O: DOUBLE BALL FLEXIBLE EXTENSION COUPLING L_ O A —<) PLUG VALVE (TOP) CULVERT }- -< )—I 8"D—‹ Cl 0) 4 > FLEXIBLE COUPLING W/ THRUST RING V -- — PLUG a - PLUG VALVE (SIDE) ABANDON PIPE fff-/-/If-fl-/'IF DRAINAGE DITCH - — — — - - • — — ••— • - ® r ® I ELBOW UP ` FENCE x x x XX— 'I4•/ S 3-WAY PLUG VALVE C _ C I ELBOW DOWN ___A_____ CHAIN LINK FENCE -o---o---o---o -� ~ SWING CHECK VALVE TEMPORARY SILT FENCE n n �___ ® _ 01 TEE UP �__ —_�_ GUARDRAIL ^ ^ " " ° ° ° " ° " ° " " ^ �� —��- U DOUBLE CHECK ASSEMBLY TREE/BUSH LINE 1- 1 Ill^ ii 101 TEE DOWN — �— BALL SWING CHECK CENTERLINE Y r o 1 m W �- f 101 LATERAL UP V S EASEMENT/PROPERTY LINE — - -- - - — - - — ---------- f _ SILENT CHECK VALVE - - N 101 LATERAL DOWN RIGHT-OF-WAY MIS =OD r - v CTS _a __ PRESSURE REDUCING VALVE EDGE OF PAVEMENT/AC 0 n - ^I_ > CONCENTRIC REDUCER EDGE OF GRAVEL - — — — — - o_ _ Y S —� ALTITUDE CONTROL VALVE CURB co 1 ` ^I ECCENTRIC REDUCER - SIDEWALK S/yy rt /W La S [❑] 1 ------0E----- UNION [1:1154:113 ___>T1___ SOLENOID VALVE STRUCTURE OR FACILITY 0 CONTOUR MINOR , - - - - - - - f� N 1 0 --I1 BLIND FLANGE rim tchRELIEF VALVE CONTOUR MAJOR ____----200----- ...__----200--- 1 0 ] CAP li MANHOLE O Q I o 1=1 r=i -I I- LONG SLEEVE ? 1 ---l4— NEEDLE VALVE CLEAN-OUT 0 0 - CATCH BASIN/FIELD INLET I=1 0 FLEXIBLE COUPLING HOSE VALVE -� ` THRUST BLOCK A • cr0 oo [ CAPPED END OR PLUGGED END 041.0 REDUCED PRESSURE BACKFLOW VALVE 0 0 PREVENTER W/ GATE VALVES N 1 AIR INJECTION ASSEMBLY -0 HI ,�I FITTING(001 HOSE BIBB BLOW-OFF ASSEMBLY 00 0 SECTION AND DETAIL DESIGNATIONS MISCELLANEOUS PIPING SYMBOLS AIR RELEASE ASSEMBLY --(D I- L FIRE HYDRANT ASSEMBLY 0. SECTION DESIGNATIONS DETAIL DESIGNATIONS WATER METER EH SI o SECTION LETTER 1 ,4 STRAINER PULL BOX/JUNCTION BOX -fl -■- 0 ♦ DESIGNATION A L_ JQ SIGHT GLASS UTILITY POLE -O -410- NWLL SHEET WHERE PRESSURE GAUGE W/ COCK (i) GUY WIRE� SECTION IS SHOWN * LIGHT POST a Q SECTION LETTER DETAIL 4 PRESSURE SWITCH W/ COCK MAILBOXII DESIGNATION NUMBER I'DM METER z SECTION A DETAIL SIGN N U SCALE: 2 SCALE: -�- - L BENCHMARK SHEET FROM WHICH SHEET FROM WHICH SP SLIP-ON JOINT PIPE SECTION IS TAKEN * DETAIL IS TAKEN * TREE DECIDUOUS4:3 ea E C R > RESTRAINED JOINT PIPE TREE CONIFEROUS 0 I * NOTE: IF PLAN AND SECTION FOR DETAIL CALL-OUT AND DETAIL ARE TREE TO BE REMOVED 4S SHOWN ON THE SAME DRAWING, DRAWING NUMBER IS REPLACED WITH A co DASH. SURFACE ELEVATION + 176.63 + 176.63 - NOTICE AMB PAF = _ = mith&Associates Inc, SHEET - T DESIGNED at"ktrt _ _ — _ _ 0 ,� 'f' 79401 _ =_ _ = = Murray, DRAWN _ _ = Engineers/Planners CleanWater Services SYMBOLS AND LEGEND G— 4 IF THIS BAR DOES a:.:.t _ E. _ _ — _ -2-_- — Our commitment is clear. x NOT MEASURE 1" AS ✓GNF11 to �Q _ _ — _ _ - 121 S.H. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION Q THEN DRAWING IS CHECKED Cf. Qa j NOT TO SCALE M. BAPew Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 4 of 89 6 NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: I4- 16I 1.204 ' SCALE: NONE ' DATE: DECEMBER 2015 WASTEWATER PUMP STATION & FORCE MAI N DESIGN DATA TABLES NOTES: BASIN CHARACTERISTICS FORCE MAIN PHASE I PHASE 2 TOTAL PHASE I PHASE 2 I . PHASE I : SERVING BASIN AREAS WITHIN THE CURRENT URBAN GROWTH BOUNDARY, LOCATION T2S RIW S6 TL 1801 TYPE AND LENGTH 12" DR 18 PVC PIPE, 2, 100 LF 18" DR 18 PVC PIPE, 2,000 LF BASIN AREA (ACRES) 685 1789 2474 FORCE MAIN VELOCITY 2.2 - 7.9 FEET PER SECOND 4.6 FEET PER SECOND 2. PHASE 2: SERVING ADDITIONAL BASIN AREAS WITHIN THE URBAN EQUIVALENT DWELLING UNITS 6.27 3.26 _ PROFILE CONTINUOUSLY ASCENDING CONTINUOUSLY ASCENDING RESERVE AREAS. (EDU) PER ACRE AIR RELEASE VALVE NONE NONE 3. ESTIMATE BASED ON AVAILABLE DATA. PERSONS PER EDU 2.48 2.48 - DISCHARGE LOCATION SSMH NO. 1 , 321 .75' MSL TBD 1 4. WET WELL OPERATING LEVELS: POPULAT I ON EQUIVALENT 10,652 14,451 25, 103 A. PHASE I , SEE SHEET M-2 AVERAGE PER CAPITA FLOW 146 - AVERAGE DETENTION TIME 19 MINUTES TBD B. PHASE 2, TO BE DETERM I NED. (GPD/EDU) SULFIDE CONTROL SYSTEM NONE NONE PEAK WET WEATHER FLOW (PWWF) (MGD) 3.8 5.3 9. 1 AVERAGE DRY WEATHER FLOW AT BU I LD-OUT (MGD) 0.78 0.89 1 .67 PEAK HOURLY FLOW ( INITIAL INSTALLATION) 1 .9 MGD - - PEAK HOURLY FLOW (BUILD-OUT INSTALLATION) 3.8 5.3 9. 1 SYSTEM HEAD CAPAC I TY CURVES (MGD) PUMP STATION PHASE I WET WELL PHASE 2 WET WELL TOTAL „_ __„�,__, _ ,__.___,�____ -, VARIABLE SPEED p 4 - J1T1 [T -TYPE ( INITIAL INSTALLATION) - ONE WET WELL t� . l ..i ...'.. .- U) TRIPLEX SUBMERSIBLE, VARIABLE SPEED DUPLEX SUBMERSIBLE VARIABLE i _ -` TYPE (BUILD-OUT INSTALLATION) TWO WET WELLS { SEWAGE PUMPS SPEED SEWAGE PUMPS -- eD o I .0 MGD (700 GPM) AT 113 FT TDH UP TO I .9 250 � �- ,-�� 1 3 F c ` ' li a i c\I CAPACITY (PER PUMP) MGD ( 1 ,320 GPM) AT 124 TDH (STATIC 5.3 MGD (3,680 GPM) @ 140' TDH VARIES BY WET WELL1 1 F- HEAD= 109') 3._ a Ij{ ..,e.. t. _ ,.__, 1 t I I I I 4�_ _ Lam. . {t{( a_ 105 HP EACH W1TH VARIABLE FREQUENCY 215 HP EACH WITH VARIABLE - ` - - ---= �- HORSEPOWER, HP DRI VES FREQUENCY DRI VES VARIES BY WET WELL u w ______i ,,,, ? ------ 1 IA., - nrsa.>w. m.An.zi ..`---. -rrrv.wv..su - mx+.+ �t... ^ _��. ��-+r.ml m.--.:�m_ -m.+mzn m�..+r-w},.a.vn+ ,..�ma`v m+v.aha >ra- c.•.�4.+vv. .w.:.:W MOTOR DATA 460 VOLT, 3 PHASE, 1 ,775 RPM 460 VOLT, 3 PHASE, 1 ,775 RPM - Z i t r --..�� - 2r {f €3 o 200 ''`.,,,e41/446„ I - ' i ��~p +p�� a FIRM CAPACITY OF PUMP DUPLEX: 1 .9 MGD ( 1 ,320 GPM @ 124' TDH) DUPLEX: 5.3 MGD ' j q { R I s LO9. I MGD .,., ' .,, ,.��.. 1.,.M__. . � a►9#96 - _,-� (2,640TDH) (3,680TDH) ;o firj. .0 .' y- I � cv STATION TRIPLEX. 3.8 MGD GPM @ 16 I GPM @ 140' • � g � i 1 MAX I MUM PUMP STARTS PER '°1 ' w ,- --__ u"F¢ h_ #.,,„,„1„,„„,‘„,P_24.3/4„4.s ..• . rt!TfYPn'm .A44 .X.�'Gim&S Fi . AN'f'WROuf�.T`I'R 3M4iTZ. :Ti'lo.+Tr x'n-.nu't`s MI9h P.:'c+:s--✓ Pf TM.• � _ �mMf. 13'ta"'vSC.A 2N}YLx._a h .D':. �, 3 STARTS PER HOUR ( I ,320 GPM, DUPLEX) TBD SEE PHASE I WET WELLle�3""�` I._.>Ea • I °�-� ,�,� � -..� � HOUR ( INITIAL INSTALLATION) 1 it I 1 , t �.R 01 MAXIMUM PUMP STARTS PER .�r. w:au .R.. -.. cam R._1 1 r .�_1.. �__ -.1 - 8 STARTS PER HOUR (2,460 GPM, TRI PLEX) TBD VARIES BY WET WELL "` .7 I 1 % r i 1 I „a:; ,, i ! ;� I ?'i' ~ -, HOUR (BUILD-OUT INSTALLATION) 150 "s.,� 1 A� T ,� : , 4 I I ,. ' ,• ----, I WET WELL VOLUME 3,400 GALLONS (PUMPS OFF TO LEAD PUMP ON) TBD VAR 1 ES BY WET WELL d ,,,� �Stf+ ""� 1 Wit ' 1 ea SUBMERS 1 BLE LEVEL TRANSMITTERS �"'� "' #. 1 i SUBMERSIBLE LEVEL TRANSMITTERS (PRIMARY _ �� I LEVEL CONTROL TYPE PRIMARY AND BACKUP AND ,_- N AND BACKUP) AND OVERFLOW FLOAT OVERFLOW FLOAT ) _ !!� .. -II - ST -TCI _09 , . I µ ' D = ltgg' I OVERFLOW POINT WET WELL I @ 234,0' WET WELL 2, ELEVATION TBD - `,► , .. v co OVERFLOW LOCATION WET WELL I WET WELL 2 - 100 _. . I -__. 114-4. �• « i i1 - _ AVERAGE TIME TO OVERFLOW 19 MINUTES @ 745 GPM ADWF TBD - ;', I +iir 7 y a . TELEMETRY MISSION SYSTEM-CELLULAR TBD - _"' "�'�" E � �. 1 �� i� �� t'.. ;e..-. F � � � � � 1 TRANSFER SWITCH AUTOMATIC AUTOMAT I C - , ____?...,„42r, •-? ~, 1 cn 300 KW STATIONARY DIESEL-POWERED I i STANDBY POWER TYPE TBD - ,. � � e =.moi_ I .a � ;,�i � �. � I n.,`�� ) I . . F-a � ;•._._..-, o STANDBY GENERATOR 50 • kik! + 1 4 1 liilri i FUEL TANK CAPACITY 600 GALLONS TBD - ! r - ---- --- � + **-7-- ,., .`.�..I «._ 1 T...., _ a 1 _ .. EPA RELIABILITY CLASS I I - 1 ° 1t 1 :� 1 € 1 r, m I . _ - ! 1 I 1 • 1 III t t 1 1 I '� FLOW METER 12' MAGNETIC FLOW METER 12' MAGNETIC FLOW METERw �v ±,,. ri., _.__...1_,...,4_,.„...„____..„..4_,,,,..±„... 1.a_. ...L . . .,..,_4 .. 0 CONTROL PLC PLC - 3 G w l �- I ' 1 1 • T 1 t ` G i yt _:.. ... 1 R - -- -- ; 1 t y }1 t I I t . ` 1 ? 1 I 1 �i I 1 1 i 1 { t 1 1- z 0 500 1,000 1,500 2,000 2,504 3,000 3,500 FLOW Wpm) 1 - E2 1 i NOTICE DESIGNED GN D �� P ��t - - _= Marra Smith&Associates Inc SHEET o o h 1 DKT + 79401 -11 Tr = = _ _ \ DESIGN DATA SUMMARY TABLE _ _ En sneers/Planners C1eanWater Services G- 5 DRAWN i' A � _ - - = - g AND SYSTEM HEAD-CAPACITY CURVES o IF THIS BAR DOES o;tGo - - Our commitment is clear. xi NOT MEASURE 1" AS 9� �UNf11,20% �Q = = = = 121 S.R. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION o THEN DRAWING IS CHECKED F-► c:..", - - - NOT TO SCALE 4. BAfl ' Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 a NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14- 1611.204 ' SCALE: NONElDATE: DECEMBER 2015 5 of 89 ... '.4 - 4 € `rz ...`N+1' 6 , 4 n ( ^e ...q :.ca. va.: ,...^,4 _ .[4 v . . : +x .... q.� t. - _. ..._.:. -.... .. I .fd v .. _.. n :M - .. v4::;;,:s, ._. Y^. r _ ,. .-. l r _r ,. _ix..«_ k. .4� -..,£ L ir,. #'., ' a <x., .»:_.x- ,�:. v, .:.z ^ .. r..:.. , ,-: r. ., v_.r ... v_ ,. ..... o.. :�A _ . E'i,. 3 ...>. 31e C- »" .a "N: Ri-.,`C. - 5. :>+,<.. , . ....- ,.-...... r.-. , ___ ..._ 4. � ,. - .. ,.. ., cC+t`. .. A. _ - _,< G'. �A z+'...-'S'- a:'w ..) . .. .. ."5' 's. �.s `]N . .w a.�az_ ..�. ._:.-. - rs.. _. ,.. .. 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'� -d- _. �. .. tv',Aa ., . - �!�_. �. v. , � sr �U.�. g. _. r 3 5�. . . .a _ � d. .., s �Fx+' �� , �- ... �.. r - e � v � ,„ �� ''a _ � � . . _ - sem._. .,u -,m,a , ... .. .s.k�s, n.a„uf., . .$ „ 54 'W , �. � A. a .. .._ x . m �. ? ,_ 9, ., __. _ __., z.a= .. x:_<.-�„� _.- '.�as.��arc3-„.�sU,Cb . ,. .nx..x ...:-er _�.._ . . �... �,t xt__�..� - .. �rw r�- 'ice._.#-,.._ .__ . e�r °T?: .-. >, 2014 OSSC, OESC, OEESC, OMSC, OPSC & OFC Maximum Floor Area Allowance Per Occupant N/A - Not customarily occupied Exterior Route of Travel - See Sheet A- I Exits Required in Each Room or Area I Facility is for equipment access only and does not require accessibility ? .'.a Itc. vat'�^. n `u-(- i � . s 4 . .p, M^hTz+,Fx"1n5:: ptt r:4.'s , , ' `;. R±fy&.d' .,gym ;toff-,,:ti i r s”e +f`:`:tiy l y z #,_ Building no �.q ' =- c:i , Iia �� k ? ,n tt ,,, ,: r gu �°, 0§j ? E ,1 Exits Provided in Each Room or Area 2 (Control Room), I (Valve Vault) 0. Exits Required per Floor I H n � eE ' a o�1 u! c:4,i¢q g� ��aw a u: N 7x. p r ., 5 !-<'- ,`, : P _ a* iMi-%t, :tM.Mie 9 ` !r".411g# r . .. S44,0.64' : a,p, { 5 'S8 ?.-f`;.,1/22. 1 > 1340 . Type of Construction Type VB - CMU & Wood Exits Provided per Floor 2 (Control Room), I (Valve Vault) Maximum Building Height 19 feet, 6 inches Exit Width Required per Exit 32 inches Not Applicable - this remotely monitored station is "not customarily occupied" Maximum Allowable Height 35 feet Minimum Corridor Exit Width Required 30 inches Fps" t �.�. rs-s. V r r ,e .s•:`. ,rc .,w-.1 a''.,,. c ,.y...e rd,/ � .--wre-t m. .r.,. Number of Stories 1 story Emergency Exit Illumination N/A '� ®. A r intim Au ; ® xM� e Kr . .n�� ,s� 4t � -,�.',4,4,4-..:-,,,,,,,,- , ax .'e J„,,,..,.. . #�., t ;�r`z�am'"��Y � e at4t, , "`:.;s x. '?'� '°''^�,.-$wr w u *t' . ,,,.c, .„4 it- ,, „,dj �'�.,aM Allowable Number of Stories 2 stories Exit Sign Layout Plan N/A Basement Yes See Sheets C- I and E-4 g= q Section V I I Building "Fire Detection and Suppression r ' 1" r ' '� `r I 'Vtr ' '' 4b ' Total Floor Area Provided Control Buildin 815 square feet PP �, "°, , s ,' . n 'A Control Room=356 square feet Sept10 ", XIV- Pecial I ns ection 'Tuctural Obseation x :' f � ; t) , h' yes* ka r, ' iiarsSiwmt � ! �, .rL` l Valve Vault=459 square feet Smoke Detection/Fire Alarm System Req'd No Minimum Required Property Setbacks Smoke Detection/Fire Alarm System Provided No -Required Structural Inspection requirements are indicated on 'S' sheets and Specifications North (Front) I5 feet Type of System N/A -Structural Observation requirements are indicated on 'S' sheets and Specifications East (Side) 5 feet Areas Protected N/A -Deferred Submittals: v South (Back) 15 feet Sprinkler System Req'd No, per OSSC 903.2. I I Exemptions See Sheet G- I N West (Side) 30 feet Standpipe System Req'd No r„5,>., ,.A"v { orr ^-`u a,arse .P3a �5 ,3 x ,it Number of Fire Dept Vehicle Accesses I Section XV - Room �ecific Requirements ,<� ki Le , 4+>`-- :�_�.°r syr' zf;vi-xS,R `',r� ',3< '� 1's'H� ::i�. ,�,, -.Fs -�£ Aptn s...y�..t Op ,sir >,Ke+�:> _rr.`+-a ..,�,�. ..m ¢,r.,u , a) 11P41111"aai, kr M'WY ,va!*x,se 1!. -, ( c,' .a.-- ,x r.: a 94'1 ,� ,,s,:.: - Z s ,1! 5.= ,- t d 47r,'!,:. 5 *a v aa-aez,,: ; o ;�� r"IJd�n � � �w ,� $ :®a�a�� ,,;' ':�� _ , ., � �� , ',� . , �� z4�. Fire Extinguisher Locations See Sheet A- I t .4f,:-. " .u.. N A .'Y , 'c ^:$4;' ; ':..,. +�e< ,+i _' A ="•'fit " v: z"'1 x , r, � ; *:$rrad °1r,� "�1d rana��s1'-, h .� ! _: � ia�� ,�. � . ,°^'s�. '~k..�< a�.� Y �.,,, . ,�s;a:. Not Applicable -This remotely monitored station is "not customarily occupied" F- �swr ,'. ,,,, '4 q,,-,4,, `sx r r ur„"k s�ra� r' --�. , c� r--, ,r' . ... 1 �; . a s'.-., .k he+ q.,t+ -'rn". _' o BuildingOccupancy Classification Group(s) U @gip �� i?; 3z F r1' y vie ,1I�{V] s, 1,f >z `, ,;. 1 $- :"°; . F �`'. : ` . A' P Y P( ) 'At e,'.,.,. afn-.,. 1' 4 3 A.,�$4 r=te a xd 4, li,w" a p S 4.4 °1 �f,- 5, Y:4 s�`..`,-}:_ ,.. '.�X45�'43r:. a�d: +c :. . .%3 i , E Occupancy Classification Group by Floor U 0 9 Occupancy Classification Group by Room Control Room = U; Valve Vault = U Not required for control room environment. Six air changes per hour are being provided in the rd valve vault to declassify the environment for electrical code purposes. 2 Accessory or Incidental Use Areas None 0 Total Occupant Load by Floor 1 N Section I'X - Energy Code Requirements -4 .$4, 4Y ra ' r � Total Occupant Load for Each Room I -Han ` �' .,.as,iw<_z. io! !�' , ohm,'"'":' ' '1<'$ °` Total Occupant Load for Each Occupancy Group N/A co cI Building is enclosed space, U occupancies. Comply with Sections 502, 503, 504 and 505 of the 2014 OEESC. -oma Section I V - Building Area Data "Actual" and "Allowable" �4 a 4 �X � -r` 'r Building Unit 1 nsulation Values (Energy Code Analysis Method: 2014 OEESC) c Doors: Swinging, opaque U-0.70 (Max.) o Control Room=356 square feet; Valve 1 Actual Building Area Vault=459 square feet Roof: I nsulation entirely above deck U-0.027 (Max.) 0 `� Allowable Base Area 8,500 square feet (Type VB, Group U) Walls: Above ground - CMU U-0. 150 (Max.) co Building Frontage See Sheet C- I , (Non-Sprinklered) Walls: Below ground - concrete C-0. 1 19 (Max.), 10' BGS 4 Slab on-Grade Floors: Unheated slab NR - d+` 'yr za,sa:' X s,, vd .} %f. ziy I: x7f £';er .f errs,,ar x y. A tia ,..rnY-t!t 1 cdi 'Yn .i na., ,i ,: b.,:' ,I" � -yt r��; s n t�^z3",'!'�r .' = y `F x4, v r . �x s � �°p� a �'� Ya 9= at`..$ S' ' ``� - k�.� `$`-,i a .w , 'g :3F . =. � � t& e�, q tt, �' ", � `':� � e " 1 , y 1, Atrx ,r � : Lighting Layout — z �r d� a See Sheet E 7 -T-. �.ds, -� . ."� `�f,,.' "1T`��'5,� '4 v``,�S � t`�`K's;,LE.<Y 3.. � �'Y�� "., i�s'S.G?..d a '<:i ` rE�. � : � .n 4�:*�r . 4:,: „its it a�d s :., a �r."�a� g � y N _n OEESC 2014, Table 502.2( I ) and 502.3 prescriptive compliance o Separation of Occupancies 0 hours (U, Non-Sprinklered) Section X - Hazardous Materials * � tin A �7.0. r ! ,' 1 -L ,s 3 3.i...).a' . .q � � �Er Li_ �J 0 Hazardous Materials Present No 0 z Q) a a a) a) F- L_ > E 1 co d- SHEET ID DESIGNED 0 nit tiln NOTICE AMB Prof -79401 — _ — — _— —_ Murray Smith&Associates Inc, \ _ • Ej eery nn r C1eanWater Services CODE SUMMARY ot DRAWN `i 1 1 - _ - - = Engineers/Planners Our commitment is clear. G- 6 IF THIS BAR DOES _ 0: :„ � x1 NOT MEASURE 1" AS 9 NE Ti•9.0 _.1 4Q - __ = __ = _" - 121 SI Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION a THEN a- NOT DRAWING SCALES CHECKED lcr41BAOw Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 6 of 89 a NO. DATE BY REVISION it RENEWS 12-31-15 PROJECT NO.: 14—I61 1.204] SCALE: NONE ' DATE: DECEMBER 2015 EROSION AND SEDIMENT CONTROL PLANS // I i _ _ _ i DEVELOPER NAME STANDARD EROSION AND SEDIMENT THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT. THIS A CLEAN WATER SERVICES CONTROL PLAN DRAWING NOTES ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH P IS A VIOLATION OF THE PERMIT. Sw SCROLLS PERRY R� - CONTACT: MIKE KEBBE, RE.jON aTHE 1200C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE C1jY pF BEA _" �, 16060 SW 85TH AVE 1200C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. TIGARD, OR 97224 1. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR 210 - - Sw FRIENDLY LN ,� PHONE: (503) 547-8187 2. THE PRACESCP MEASURES TICES DSHOWN ONIN THE CTHIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING UGB , 0 III• FAX: (503) 547 8196 THE CONSTRUCTION PERIOD, UPGRADE THESE MEASURES AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, BMP MATRIX FOR CONSTRUCTION PHASES L 2 PLANNING / ENGINEERING / AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS. 3. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC REFER TO DEO GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF SURVEYING FIRM 4. PHASECONDITIONS. SUBMIT ALL CLLEARING AND GRADINGTOTHEY REVISION IMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM AVAILABLE BMP'S. w F. MURRAY, SMITH & ASSOCIATES BECOMING A SOURCE OF EROSION. -6 ,I CONTACT: BRENDAN V. O'SULLIVAN, P.E. 5. IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION • r 121 SW SALMON (SUITE 900) INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY vi1._1}- PORTLAND, OR 97204 VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE H 3 PHONE: (503) 225-9010 PRESERVED, ESPECIALLY IN PERIMETER AREAS. N FAX: (503) 225-9022 6. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN AREAS WHEN aPROJECT PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. Z Z O M NARRATIVE DESCRIPTIONS 7. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE BEFORE Z 0 0 Z w >- LOCATION ,� VEGETATION IS DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED, REPAIRED, AND PROMPTLY IMPLEMENTED O p P i 0 r < EXISTING SITE CONDITIONS FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE 4 I- C H ix < I \ STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE NON STORMWATER POLLUTION CONTROLS. J N 0' V) C9 w 8. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. UNDEVELOPED FARM LAND. I- Q D- N J J F \ 9. APPLY TEMPORARY AND/OR PERMANENT SOIL STABIUZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS J I- M Z 4 4 H V 111 GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. F- N O 0 Z_ Z_ w . ./ DEVELOPED CONDITIONS 10. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. O Z 0_ 0 LT_ w Ov _ . _ _ an 11. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: GRAVELED (OR PAVED) EXITS EROSION PREVENTION I-- �/ * INSTALLATION OF NEW PUMP STATION AND INSTALLATION OF NEW FORCE MAIN AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST PRESERVE NATURAL VEGETATION X X X X X / „' BE IN PLACE PRIOR TO LAND-DISTURBING ACTIVITIES. GROUND COVER X X X NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE 12. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. in 13. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT PLASTIC SHEETING / 83 1111� * CONSTRUCTION OF NEW PUMP STATION (9/ 2015 TO 12/ 2015) FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. MATTING X X t� o / * CONSTRUCTION OF NEW 12-INCH SANITARY FORCE MAIN (9/ 2015 TO 12/ 2015) THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DUST CONTROL X X X X X p I DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES FROM CONSTRUCTION OPERATIONS. N / a TEMPORARY/ PERMANENT SEEDING X X X IIIII14. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, /" �_ I TOTAL SITE AREA = 3.56 ACRES EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR OTHER: � MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SEDIMENT CONTROL SITE MAP TOTAL DISTURBED AREA = 3.08 ACRES SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. **SEDIMENT FENCE (PERIMETER) X X X X X 15. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. -cc 16. THE APPUCATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'SN SEDIMENT FENCE (INTERIOR) X X X X SITE SOIL CLASSIFICATION: SCALE: rJ00* RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING BIO BAGS x x WILLAMETTE SILT - ON SITE SOILS HAVE MODERATE TO HIGH EROSION POTENTIAL. TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. ** INLET PROTECTION X X a 17. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR DEWATERING (GENERAL) X X X X X Ln SOIL VARIES FROM RELATIVE SOFT SILTS TO VERY STIFF SILT WITH TRACES OF SAND AND CLAY. SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING DEWATERING (WET WELL EXCAVATION) X SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION o CORN U �� TEMPORARY SEDIMENT BASIN cv �L RD S w► I,��■.I DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN % D �lib � T,, RECEIVING WATER BODIES: APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING OTHER: N „�Ir, ��rr.�!��,► TO MANUFACTURER'S SPECIFICATIONS. RUN-OFF CONTROL CORNELL 1�I1�� 1►1Pl / TUALATIN RIVER 18. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE CONSTRUCTION ENTRANCE X X X X X ��'• '� ,�,• IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. ,��ra��r1� 1�� OUTLET PROTECTION X 74144ta • .''hiIFi- _ 19. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING WET WEATHER �O �', � � ATTENTION EXCAVATORS: OCTOBER 01 - MAY 31. SURFACE ROUGHENING X X 1 , BARNES 20.U I PORTLAND OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES AND BEFORE FENCE REMOVAL. OTHER: ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES 21, OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE w hir.-�+ FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT POLLUTION PREVENTION a' • ._ 'a 1Qtiiuuuuui_____ u THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. GROUND HEIGHT. AND BEFORE BMP REMOVAL 22. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND PROPER SIGNAGE X X X X X N CALL 503-246 6699. SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACNY HAS BEEN REDUCED BY FIFTY PERCENT AND HAZ WASTE MGMT X X AT COMPLETION OF PROJECT. SPILL KIT ON-SITE X X X X X AMEMto PERMITTEES SITE INSPECTOR: BRYAN THISTLE 23. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. INVESTIGATE CONCRETE WASH X w ' ��-�` COMPANY/AGENCY: CLEAN WATER SERVICES THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN OTHER: • PHONE: 503-681-3659 THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON I DIVISION OF STATE LANDS TIMEFRAME. 1 iI ,# IL% FAX: 503 681 3647 24. THE INTENTIONAL WASHING REQUIRED SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR o a il*s-- E-MAIL thistleb�cieanwaterservices.org DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. .44- rerr f DESCRIPTION OF EXPERIENCE: 25. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL IXPOSED AREAS. DO NOT REMOVE TEMPORARY SEDIMENT CD N P': oJECTmilI FIVE YEARS AS EROSION CONTROL INSPECTOR, CERTIFIED EROSION AND SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. HOWEVER, LOBATIONran II dahliaCONTROL LEAD (CESCL) TRAINED. 1/16/08 RECERTIFIED 4/13/10. CONFLICTS WITHDO REMOVE L LOCAL OREQUREMEN RERARY EROSION QUIREMENTS. DISPOSE OF CONSTRUCTION ONTROL MEASURES AS EXPOSED SMATERIALS BECOME S D WASTE, UNLESSDOINGSO RATIONALE STATEMENT - RD ® ��nalli SEDIMENT RETAINED BY TEMPORARY BMPS. co E��y TIGARD 26. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE TYPE AND A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's � PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. Cµ.1J5 "sly 27. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFbJABLY VEGETATED SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT 5 it - „t`� . INSPECTION FREQUENCY: AREA, AND THROUGH A SEDIMENT CONTROL BMP I.E. (FILTER BAG). EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON w 28. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31. SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE �... � rll ^ - �` SITE CONDITION MINIMUM FREQUENCY SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE I THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. j - l,- 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF, INCLUDING SHEET INDEX o � RUNOFF FROM SNOWMELT, IS OCCURRING. INITIAL j ( parialremin ofintiorissia � //r �� ', 2. PRIOR TO THE SITE BECOMING INACTIVE OR IN ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL EROSION AND SEDIMENT CONTROL PLANS ANTICIPATION OF SITE INACCESSIBILITY. MEASURES ARE IN WORKING ORDER. ANY NECESSARY � MAINTENANCE AND REPAIR MUST BE MADE PRIOR ESC-1 EROSION AND SEDIMENT CONTROL COVER SHEET � t, TO LEAVING THE SITE. ESC-2 EROSION AND SEDIMENT CONTROL NOTES AllealliTiilliasammeS�•� tit 3. INACTIVE PERIODS GREATER THAN FOURTEEN ONCE EVERY TWO (2) WEEKS. ESC-3 EROSION AND SEDIMENT CONTROL PUMP STATION PLAN `. (14) CONSECUTIVE CALENDAR DAYS. -L 4. PERIODS DURING WHICH THE SITE IS INACCESSIBLE IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT ESC-4 EROSION AND SEDIMENT CONTROL PLAN STA FM I +00 TO STA FM 12+00 C5 DUE TO INCLEMENT WEATHER. A RELEVANT AND ACCESSIBLE DISCHARGE POINT OR ESC-5 EROSION AND SEDIMENT CONTROL PLAN STA FM 12+00 TO FM20+40 z VICINITY MAP DOWNSTREAM LOCATION. ESC-6 EROSION AND SEDIMENT CONTROL PLAN STA FM20+40 TO FM2I +80 0 SCALE: =9000 * HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO AND STA SSBO+00 TO STA SSBI +66 2 DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. * ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEC) 1200-CN PERMIT REQUIREMENTS. ESC-7 EROSION AND SEDIMENT CONTROL DETAILS - I I- PROJECT LOCATION: PROPERTY DESCRIPTION: * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-CN PERMIT REQUIREMENTS. ESC-8 EROSION AND SEDIMENT CONTROL DETAILS - 2 * RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, > 1100' WEST OF SW ROY ROGERS RD., TAX LOTS 1800 AND 1801, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR ESC-9 EROSION AND SEDIMENT CONTROL DETAILS - 3 LT 1350' SOUTH OF SW SCHOLLS FERRY RD. TAX MAP NO. T.2S.,R.1W.,S.06 DAYS, RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. ESC-10 EROSION AND SEDIMENT CONTROL DETAILS - 4 IN TIGARD, WASHINGTON COUNTY, OR LAT= 45.422222'N ESC-11 EROSION AND SEDIMENT CONTROL DETAILS - 5 - LONG= 122.856667W CO Nt - NOTICE BVO ��0 PROT" - _ _ = SHEET 0 14 DESIGNED +;5 8eke% _ _ _ _fi MurraySmith&Associates'Inc. EROSION AND SEDIMENT CONTROL DAK CleanWatServices _L DRAWNEngineers/Planners ESC I Our commitment is clear. COVER SHEETIF THIS BAR DOES OREGONNOT MEASURE 1" As 121 Si. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION o THEN DRAWING IS CHECKED NOT TO SCALE qN y, O,sv� Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 7 of 89 6 NO. DATE BY REVISION RENEWS 12-31-16 PROJECT NO.: 14- 161 1.204 I SCALE: AS SHOWN I DATE: DECEMBER 2015 LOCAL AGENCY- SPEC I F I C EROSION CONTROL NOTES PRE- CONSTRUCTION EROSION & EROSION CONTROL NOTES I . WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT SED I M E N T A T I ON CONTROL NOTES 1 . APPROVAL OF THIS EROSION SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF CONTROLS AND DISCHARGE OUTFALLS MUST BE PROVIDED BY SOME ONE KNOWLEDGEABLE AND PERMANENT ROAD OR DRAINAGE DESIGN (E.G.: SIZE AND LOCATION OF ROADS, PIPES, RESTRICTIONS, EXPERIENCED IN THE PRINCIPLES, PRACTICES, INSTALLATION, AND MAINTENANCE OF EROSION AND CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE. I . ALL BASE ESC MEASURES ( INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO 2. THE IMPLEMENTATION OF THESE EROSION/SEDIMENTATION CONTROL (ESC) PLANS AND THE CONSTRUCTION, 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE COMMENCEMENT OF CONSTRUCTION ACTIVITIES. MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE GROUND FROM OCTOBER I THROUGH MAY 31 EACH YEAR. CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH, ESTABLISHED. 3. DURING WET WEATHER PERIOD, TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END CHIPPINGS, OR OTHER SUITABLE MATERIAL, STRAW WATTLES, OR OTHER APPROVED MATERIALS. OF EACH WORK DAY. 3. THE ESC FACILITIES SHOWN ON THESE PLANS MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. THE CONSTRUCTION SITE AT ALL TIMES DURING CONSTRUCTION. THEY MUST REMAIN IN PLACE A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. BEYOND THE CONSTRUCTION BARRIER. 4. THE ESC FACILITIES SHOWN ON THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE DURING CONSTRUCTION. UNLESS OTHERWISE APPROVED, A SURFACE MOUNTED AND ATTACHABLE, FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SITE. U-SHAPED FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH BASINS. SWEEPING, AND VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 5. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 ENSURE THEIR CONTINUED FUNCTIONALITY. HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE SUBSTANTIAL RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE: SLOPE 6. DURING INACTIVE PERIODS ON THE SITE OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE DRAINS TI(WITH OUTLET CONSTRUCTION ACTIVITIES.CHECKDAMS, SURFACE ROUGHENING, AND BANKS STABILIZATION. IOP INSPECTIONS SHALL BE REQUIRED ONCE EVERY TWO (2) WEEKS. PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIME FRAME. 7. FOR EACH CATCH BASIN PROTECTION, CLEANING MUST OCCUR WHEN DESIGN CAPACITY HAS BEEN REDUCED 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR 6. LIMIT SPEED OF VEHICLES ON SITE AND MOISTEN HAUL ROADS AS NECESSARY TO CONTROL DUST. BY FIFTY PERCENT. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE WATER BODIES. CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWN STREAM SYSTEM. 5 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS GRADING, STREET AND UTILITY EROS I ON AND 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED r1 REACHED A HEIGHT OF 1 /3 THE BARRIER HEIGHT, AND PRIOR TO THE CONTROL MEASURES REMOVAL. FOR THE DURATION OF THE PROJECT. SEE PLANS FOR GRAVEL CONSTRUCTION ENTRANCE. ADDITIONAL 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION SED I M E N T CONSTRUCT I ON NOTES PROJECT. MAY BE REQUIRED ATO ENSURE THAT ALL ED AREASED AAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. TRUCKS ENTERING PAVEMENT FROM UNPAVED SHALL BE FREE OF MUD AND DEBRIS. SEE CAPACITY HAS BEEN REDUCED BY 50% AND AT COMPLETION OF PROJECT. REQUIREMENT OF 1200-C PERMIT. o 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, I . SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING 9. CONTRACTOR SHALL PROVIDE DUST CONTROL AS REQUIRED, SEE SPECIFICATIONS AND PERMIT MIXTURES, UNLESS OTHERWISE AUTHORIZED: N APPLICATION, AND DISPOSAL. A. DWARF GRASS MIX (MINIMUM 100 LB/ACRE) REQUIREMENTS. I . DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) o II . THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED SOILS, 2. CREEPING RED FESCUE (20% BY WEIGHT) 10. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. CONCRETE WASTE, SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED OR B. STANDARD HEIGHT GRASS MIX (MINIMUM 100 LB/ACRE) Q GENERATED DURING CONSTRUCTION. I . ANNUAL RYEGRASS (40% BY WEIGHT II . SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER I FOR EACH PHASE OF CONSTRUCTION. 2. TURF-TYPE FESCUE (60% BY WEIGHT) 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW 12. IF THERE ARE EXPOSED SOILS OR SOILS NOT FULLY STABILIZED FROM OCTOBER I THROUGH of MANUFACTURER'S RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MAY 31 , THE WET WEATHER EROSION CONTROL MEASURES WILL BE IN EFFECT ACCORDING TO WES/CWS Lo MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE SHOULD BE MADE IN MEANS OF TRACK-WALKING BEDDING AND OR THE USE UNOF OTHER VELOCITY.APPROYED IMPLEMENTS. SURFACE ROUGHENING EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (REV. DECEMBER 2008). 0 - APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. IMPROVES SEED BEDDING REDUCES RUN-OFF N 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT 13. ESC MEASURES SHALL BE REMOVED BY THE CONTRACTOR WHEN VEGETATION IS FULLY ESTABLISHED, AS r 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. APPROVED BY THE ENGINEER. MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH CURRENT - CLEAN WATER SERVICES STANDARDS AND STATE, AND FEDERAL REGULATIONS. 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH 14. NOTIFY ENGINEER 24 HOURS PRIOR TO ANY WORK ON SITE. N PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. SEDIMENT FENCE NOTES 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. co VEGETATED BUFFERS, AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY v� DURING "WET WEATHER" PERIODS, STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW 15. STANDARD OR HEAVY-DUTY SEDIMENT FENCE FILTER FABRIC SHALL HAVE MANUFACTURED STITCHED LOOPS ,,_, DELINEATED IN THE FIELD. UNLESS OTHERWISE APPROVED, NO DISTURBANCE IS PERMITTED BEYOND MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. WITH 2"X2"X4' POSTS. STITCHED LOOPS SHALL BE INSTALLED ON THE UPHILL SIDE OF THE SLOPED AREA. 6, THE CLEARING LIMITS. THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND -0 16. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. THE FENCE HCONSTRUCTION FENCE OR APPROVED EQUAL. MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER 1 APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION CONTROL POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM 6 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMP'S THAT MUST BE INSTALLED ARE GRAVEL MEASURES. OF 12 INCHES. cn CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. THESE BMP'S Lii MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING 17. SEDIMENT FENCES SHOULD BE INSTALLED A MINIMUM OF 3 FEET FROM TOE OF SLOPE IN ORDER TO c THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER MAXIMIZE STORAGE. o 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAN APPROVED MEASURES. 1 0 SEPTEMBER IST; THE TYPE AND PERCENTAGES OF SEED IN THE MIX ARE AS IDENTIFIED ON THE 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND 18. A TRENCH SHOULD BE EXCAVATED 6 INCHES DEEP ALONG THE LINE OF POSTS. TRENCH SHOULD BE N PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED BACKFILLED AND THE SOIL COMPACTED ON BOTH SIDES OF THE SEDIMENT FENCE. TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE REQUIRED TO INSURE THAT ALL PAVED 17. WATERTIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 19. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE CO SITE. AN APPROVED EQUIVALENT IS TO DRAIN THE SOIL ON SITE AT A DESIGNATED LOCATION THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. I USING APPROPRIATE BMP'S; SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. 9. ACTIVE INLETS TO STORMWATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED `-t INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND 20. WHEN JOINING TWO OR MORE SEDIMENT FENCES TOGETHER, JOIN THE TWO END STAKES BY WRAPPING THE MAINTAINED AS NEEDED. TWO ENDS AT LEAST ONE AND ONE HALF TURNS AND DRIVING THE JOINED STAKES INTO THE GROUND Cl) 18. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED, TOGETHER. PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP ( I .E. FILTER BAG). 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATERTIGHT TRUCKS v TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. 21 . WHEN SEDIMENT FENCE APPROACHES ITS TERMINATION POINT, TURN FENCE UPHILL AND EXTEND ON FULL 19. THE ESC PLAN MUST BE KEPT ONSITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PANEL (6 FEET). HEIGHT OF A SEDIMENT FENCE SHOULD NOT EXCEED 3 FEET. STORAGE HEIGHT AND PONDING PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, HEIGHT SHOULD NEVER EXCEED 1 .5 FEET. Q II . AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT o ROADWAY, OR OTHER PROPERTIES. DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORMWATER SYSTEM. IF THE CONCRETE WASH-OUT 2 AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES B I 0-F I LTER BAG NOTES 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED �3 SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. 22. BIO-FILTER BAGS SHOULD BE CLEAN 100% RECYCLED WOOD PRODUCT WASTE. w NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. SUITABLE CONCRETE WASH-OUT AREAS WILL BE IDENTIFIED BY CONTRACTOR AND APPROVED BY EROSION CONTROL INSPECTOR. 23. BIO-FILTER BAGS SHALL BE STANDARD SIZE 10" x 8" x 30", WEIGHING APPROXIMATELY 45 POUNDS WITH t 21 . WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORMWATER PP PLASTIC NETTING. o INSPECTORS UPON REQUEST. SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. ® 22. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMP'S MUST BE USED WHICH MAY INCLUDE 24. USE 2 - I " x 2" STAKES PER BAG, DRIVEN 12- INCHES INTO GROUND. o THE APPLICATION OF FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER APPROVED 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. 25. OVERLAP ENDS OF ADJACENT BAGS 6- INCHES TO PREVENT PIPING BETWEEN JOINTS. MEASURES. 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM 26. ROUTINELY INSPECT BAGS. CHECK THAT STAKES ARE SECURE, ENDS OF BAGS ARE OVERLAPPED AND PLASTIC L- 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. REACHING DISCHARGE POINTS. MESH BAGS HAVE NO TEARS. E 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK 27. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ks HEIGHT OF BAG. COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. - 16. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. co - NOTICE --7-n-- - _ _ SHEET D , DESIGNED ��BVO �``47 6 off%� _ _ _ MurraySmith&Associates,hlC. EROSION AND SEDIMENT CONTROL - DAK / � _ _ __ _ : - • �n r �qnn r C1eanWater \ Services DRAWN �V �` _ _ - 3 = EllgilleelS/Plaffile1S Our commitment is clear. NOTES ESC- 2 IF THIS BAR DOES m OREGON 2 xl NOT MEASURE 1" As 9F Zm Zg 1�0� �t - _ = _ = -- = 121 SI Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION a THEN j NOT DRAWING SCALES CHECKED 't'OyN v. Ds�� . Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 8 of 89 6 NO. DATE BY REVISION RE RENEWS 12-31-16 PROJECT NO.: 14- I61 1.204 ' SCALE: AS SHOWN I DATE: DECEMBER 2015 • • •• i k . ! • ;� ELEC XFR f • • WORKLIMA TS OF • CONTRACT W� POLYGON • , A } •, .: amilt �h.. _ - ::- • rr � • +r 7 , S ._ ♦ @ as - - •\'1,404.,....*: a �/ a • i k. 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'• .7 ., Y i I o a\ ag ; 'ate f 1 . .da a , �- F WET WELL �=^ - ` 1 - r €. ^$. a ,. .x: .``t, `, fie.."@, ,� ti #� a,' ., . a : ` �,a ' & VALVE VAULT C., 'tIllir `{ ' F e d'"�'^� ...`(\,(,y..,a,�\. n. , y ....`m,.c. ;$' '�yF . (, fit` • 4 iii4 te all • i �a ,'. t . .w'•a z, nay.<,:a`. «1'" a t ,.. ,,,:k*,44.4QQ‘=„t<4 +•••%,47).;...:...::::....,4,41.k.sbc.,:a.1.:.....:,:i.:: :‘ -_ _ A S5 II /. C, .. x. • C.,.,><°.c et•::`,w2 W "9 a u,aei '.3 F� I • • @mow f t CC) y � 1. ,:-` a:, @ ,+ tt �j� al ct• ,.. ....'"..-....'......... . ... ...l. - ...... -- •'- :. I CONTROL BLDG & ek% i i .` + ._ .• ` i ." VALVE VAULT e . ' t k` _ • :,., 111 { f �+ a `S j `7 - : .: -X.aL. ca — flf�. ‘:,. .t....;". l: ., _ .ws� V - o 11,.�4fa4 • {t t/ l`l'Lv) ii,i . ? :C'N't� ; �J. Ia , a ' .i.�.y• : = y J,..• ,ar • "-LI um:,V7,'-'C1i\. .� `-�'1.`, !). .I2.ir.aS 1 1 ''r'', :�. -L., ,G , • • to ) ?s r , . X.. S .: �: ' q ._y �� .� >.0 �,.5 c_.�,;a.l�,�,-. "' _. � iY �' -�1,:a.'Y�•�!` ^fat.. ��^l r. ! III S t. s o $ ' " i� n II • { • ._• d i e: i ' 1 SETBACK- - - — __ ___ — _ —_ ":40. I__ _ .....1: e t tt,, f - _\ a .•` t - .J -- = SEDIMENT NFENCING. {DRANGE),r-- _.i\ ,�:� _� _�-r l "< �.,,�. _--... , . " ♦ .`I— _,_ _— --- : `, .e • __. m: e• ' r-•—. �` "...' •'^+. ,,�=.v •'T.� • j/ • • ).. ... c: cn Z —1 «8 G U.! D Z I— Z Z S PO ° SO «8 ,OL „8 ('NIW)«Z l ix 0 m I- L Z GPP�o PGG °o MSN * Ne. z w • c3 wo � wzow \5.��P�p�1 ° •° o p 9 zw ° QOo �� PP o . , o - o. oz ; Wool— a QUO Z OR . ° .4 ' � Q Q -I . � w Ww < Er Q li- lib Q ¢ •oma 12" LL.ICK w Q 4 4 . 6 p'„ I, I— OZSwZCI • P'Q: V ' p • •v. • a - : p I� OUcnQo p o q U cn Q ' p ; 'o Q LL RADIUS = 25' MIN. • - A :p. . • - .- -': f w o -\. F�� o Q N n f .a V\Oc �GS U �i :::lar CLEAN PIT RUN OR 3”— 6" CLEAN ROCK PCO OF CO,? J a�, s / #5 SSI '� Du' .p> U 2 SUBGRADE REINFORCEMENT / \' -pt Fc o GEOTEXTILE, AS REQUIRED P�� Z i m w II , s u_ D �, 8" MIN. • 4° L DEPTH .' .ap CLw J cn '..: A L._ < O *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL : :p" o Na GRAVEL CONSTRUCTION o Pit. '111111 0 ENTRANCE CURB RAMP P Zi cw Q 6 D if. d a • PAVEMENT o ° Li-) • a a d ; i cn w \ ,\\'\\/\\/\/\/\CD / \/ \j\j \, \� V ; N CD D n •. li CK 0 1\ \ D .A AD p D p D 1 D.' n w 0 0 D.. 0 0 U w \/�/ \;\\ CK V) I z Q O U In0 NOTES : _ oLd i 1 . THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF < ~ o iX 0 SEDIMENT ONTO PUBLIC RIGHT—OF—WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN z z -� w OUT OF ANY MEASURES USED TO TRAP SEDIMENT. Fo w e ' i 1 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT—OF— WAY. Y cn o 0 o a: o 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE Q D O in u' w o THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. m 5 w w zH cn N 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION ENTRANCE, z w Q w m _ ¢ z co 0 < OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED cc Dc o cn 0 w w (o FILTERING SYSTEM. o o f < ~ w J w w 5. DIMENSIONS FAMILY 0ff o 0 _J LLJ w n- V) w w >— n a O Q 20' LONG BY 20' WIDE 8" DEEP OF 3/q" MINUS CLEAN ROCK. ° v w is'> w ct COMMERCIAL o m O c� Q O v) 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, FOR FURTHER INFORMATION - W z o o >- o_ w F o GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN CRITERIA SEE I- ° Q <4 Q S w Q PREVENT SUB—SOIL PUMPING. CHAPTER 4 OF CLEAN WATER 0 SERVICES EROSION PREVENTION _ Z r N u_ AND SEDIMENT CONTROL + 'z PLANNING AND DESIGN MANUAL. w o_ to z CONSTRUCTION ENTRANCE TIRE WASH — ( DRIVE — THROUGH ) 6 o CleanWater Services CleanWater Services L O Our commitment is clear. Our commitment is clear. Detail Drawing 855 REVISED 12-06 DRAWING NO. 870 REVISED 12-06 N • 1 i ) NOTICE DESS GNNED 5St)! )!°le - _ —_ Murra Smith&Associates Inc. SHEET 1 4 44. 44 - - _: _ ' CleanWater Services EROSION AND SEDIMENT CONTROL DRAWN �� _ = - Engineers/Planners DETAILS - 1 ESC- 7 a. IF THIS BAR DOES OREGON — — — Our commitment is clear. ,°1 NOT MEASURE 1" AS �9F "ive o9 AP ., _ - 121 S.H. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION j THEN DRAWING NOT TO SCALES CHECKED '1'OgN v.. o's •- - — Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 13 of 89 6 NO. DATE BY REVISION _ RENEws 12-31-16 PROJECT NO.: 14- I61 1.204 I SCALE: AS SHOWN I DATE: DECEMBER 2015 MAY BE USED SHORT TERM W/ UTILITY WORK AND W/ :' 21rC __tit PHASING OF DEVELOPMENT �1� � �Ils . P n _ eilli mi ` I alai,I I Ili'r1^rz� I �1t.�V■ 1r. 1 II 11Imr 1 io, ■ — Flu r ■mi 1 " REBAR FOR BAG REMOVAL iiii:Tam iiii t.;• 11111�� II FLOW i on•m."..aun '..E■n tn1' �1/�//�Ir I Iwl�r��(1 .1t..att..■1e..1.1 ammo 1 -------I°1-- _____� �nninnml'I ►,111 mmrrt111 a < IIII1111111111 m��i��r+4/;u ,i, rid igen rrni111111Vr oln I ll 11 Ball ill Toff CATCH BASIN GRATE 11111111i1�1 Milt ��°�" 30" umllnet I, num 1 I.I11I1/111111 II IIp1'I,IYttlOtt■1 _ Ilrq .tlVt-f, ImunIIIMIN ;r:11111�n.1.p1 �iNi��iiii[li imuctrattin 1 T a�_*: iiii1;1JI` . t �nl�mm� I s ..r 1. u.Reett... /r tltlllt( fr:r/i xr il�� ..n. _ __�ti� r o r.—rte t• ai�� oi%ate—l�trialial. \^\ otu.�tg �■1\■..t.t./r_ Ir ■111 iigipGtit♦—_ llt�- A AO - Sh1j�at': �'i'i11Cils t1�at.��t • 'ISrn. 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CO rim l DITCH INLET PLAN VIEW iumiQI.�1►.11110 2"x2"x314" RUBBER BLOCKS uvi lobo 111/1111111111 w ,111 itil 111111111 11111: l�� tiiil POLYPROPYLENE 6" overlap of bags. FILTER SACK (WOVEN) 10 w NOTES: 1 . ADDITIONAL MEASURES MUST BE .4_ CONSIDERED DEPENDING ON SOIL TYPES. WOVEN POLYPROPYLENE SACK 0 N —I 2. BIO— FILTER BAGS SHOULD BE STAKED to WHERE APPLICABLE USING (2) 1 "x2"WOODEN 4 STAKES OR APPROVED EQUAL PER BAG. In NOTE: 3. WHEN USING 30" BIO—BAGS TO FOR FURTHER INFORMATION 1 . RECESSED CURB INLET CATCH BASINS FOR FURTHER INFORMATION PROTECT A CATCH BASIN YOU MUST ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE i MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER Q HAVE 4 BAGS AND THEY SHALL BE CHAPTER 4 OF CLEAN WATER FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION OVERLAPPED BY 6". SERVICES EROSION PREVENTION FABRIC INLET SACKS TO BE DETERMINED AND SEDIMENT CONTROL AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. a. PLANNING AND DESIGN MANUAL. BY MANUFACTURER. cn — d t. INLET PROTECTION INLET PROTECTION z U TYPE 4CleanWate� Services TYPE 5 CleanWater Services 6 i 1- DRAWING NO. 915 REVISED 12-06 Our commitment is clear. DRAWING NO. 920 REVISED 12-06 Our commitment is clear. E I o i -st SHEET NOTICE 1 DESS GNOED ��f PN°ft�% - = -_ _— —_ Murray smith&Associates Inc, ai DAK $ 756a1 _ _ _ - _ ' CleanWate\ Services EROSION AND SEDIMENT CONTROL DRAWN ,.�. v_a, , - = - - - — - - Engineers/Planners DETAILS 2 ESC- 8 it_ IF "PHIS BAR DOES OREGON - - - - — Our commitment is clear. XI NOT MEASURE 1" As �9F ✓UYf 21Z�00 At = _ - - I _ - 121 S.R. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION 0 THENDRAWING TTOASCALES CHECKED '140/4/ 1./..020' Portland, Oregon 97204 FAX 503-225-9022 g AND FORCE MAIN PROJECT NO. 6631 14 of 89 a NO. DATE BY REVISION RENEWS 12-31-16 PROJECT NO.: 14- 16I 1.204 I SCALE: AS SHOWN I DATE: DECEMBER 2015 I I MATS/BLANKETS SHOULD -40 BE INSTALLED VERTICALLY SIF 4 4 DOWNSLOPE. TAMP 4 ANGLE FILTER FABRIC FENCE TO `~ SOIL OVER MAT BLgNKE-1 I ASSURE SOIL IS TRAPPED -.0411101111 ., F tedill 7-------, F.,400-aimmat,' ed,r/ ffeartee..,„.,...a...., +• • • `� � oi� 64 / /\/\ • MEI EMI ■■ MI ______Lri f e // / / \\/i I f 11- --------7-t / e \ / 4 INTERLOCKED / / 2"x 2" POSTS PLAN VIEW Ci;D / / /�\AND ATTACH NTS # / f / ( / /�� // \/\/ USE STITCHED LOOPS / \ 3' MINIMUM byER 2"x 2" POSTS NOTES: r / _� o FROM TOE SLOPE ■ 1 . BURY BOTTOM OF FILTER FABRIC 6" MIN. 4" / / //\\/ o '11/4 VERTICALLY BELOW FINISHED GRADE. OVERLAP e / \j\\\ o 4 2'-6" , , 2 2"x 2" FIR, PINE OR STEEL / / el //\\// a Vt‘4 ` 4'-0" FENCE POSTS. / f / //ja 3. POSTS TO BE INSTALLED ON / / \ } — 12" UPHILL SIDE OF SLOPE. �° Oa �� / / // 6 o fra.a `o / 4. COMPACT BOTH SIDES OF FILTER FABRIC , ^_�`— e / \ + 1 1/2" N I TRENCH. `_ ,1G "_ \\\' I N 5. PANELS MUST BE PLACED ,1G / —w-i C— PROFILE DECORDTAIL INOG TTOOSPACING ON ------______-____,IL 4 j\\\ STAPLES o NTS ISOMETRIC VIEW \/\\�\� ■ TYPICAL SLOPEe�e�e�e�e�e�eO�Oe�eoe�e00�e�e�e�re�e�e�e�e�e�e�e�e�e3�e�e�ei�e3�e�eO�ey �ie3 r ;: -'-'---'---•-•-•-'---•-•-•: ►eeeee �ee�eee�eeeee�eeee�eeeeeeeeee0eeeeeeeeeeeeeeeeeeeeeeeeeeee�eeeeeeeeeeeeeeeeeeeee eeee4 i ''�:�•��.SOIL STABILIZATION v �tW 2 -6' FILTER FABRIC MATERIAL \\ .\/�\.::"\ tieieie Oieieieieieieieie eeieieieieieieieieieieieeieieieieieieieieieieieieie :. ieeA•• eei� 2+� i o ecce eeeeeeee♦ ♦eeeeeeeeseeeeeeeeeeeeeee� ♦eee ♦♦ 1 4°-0" / < ieieieieieieieeeeeeeeeeeeeieee � 0. Oji /j / o ,- :! ��0=0:eeeO:e .Oeieke%�p�i%%%i%%%%%%��%%��0%%%%%%i %% •••••••••O•••e•• 1 . SLOPE SURFACE SHALL BE FREE OF ROCKS, NOT TO SCALE • 1 6" `,_• / we CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL - 1 ,-6„ HAVE GOOD SOIL CONTACT. 11 1 11 2. APPLY PERMANENT SEEDING BEFORE PLACING U 6' MAXIMUM SPACING U FOR FURTHER INFORMATION BLANKETS. ON DESIGN CRITERIA SEE 3. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL. DO CHAPTER 4 OF CLEAN WATER FRONT VIEW SERVICES EROSION PREVENTION NOT STRETCH. o AND SEDIMENT CONTROL 4. STAKING OR STAPLING LAYOUT PER NTS PLANNING AND DESIGN MANUAL. MANUFACTURER'S SPECIFICATIONS. z SEDIMENT FENCE \ MATTING SLOPE INSTALLATION \ C1eanWate� Services CleanWate� Services U o Our commitment is clear. Our commitment is clear. DRAWING NO. 875 REVISED 12-06 DRAWING NO. 805 REVISED 01 -09 F> it 1 i ea NOTICE BVO �� PROfEf = — SHEET 0 0 14 1 DESIGNED 44t,4*�5��%f�* _ - — = Murra�Smith&Associates,IIlC. • EROSION AND SEDIMENT CONTROL DAK ' / - - - _ _ — = C1eanWate\ Services ESC- 9 V - - — - Engineers/Planners DETAILS - 3 ESC 9 a IF THIS BAR DOES os$cox - - - - - - Our commitment is clear. x1 NOT MEASURE �^ AS �9F ° Za zo�% `�� - = = = — z- —_ - 121 S.R. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION THEN TTOASCALES CHECKED tiogN V. 0'S��v Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 N0. DATE BY REVISION RENEWS 12-31-16 PROJECT NO.: 14- 1611.2041 SCALE: AS SHOWN ' DATE: DECEMBER 2015 15 of 89 L 1 6 I iti -._ < kit j, ' `11 ' �� UNDISTURBED �`\/` VEGETATION 1 1 z-/ 0 0 O 0000 000 /�I _�/✓ O�d O 0 0 00040 Ilk!" ass- 800000 000 s; ons a- OoTo • o o �� w III ______________________________ anawa k r 3 t�)______ rrillig7illp _____ ______:_______________ , i i/^ 9fl3aUNI, t� [� r i IN j'i ilk.X00 1 ,. ��O�1 _-_,--T--______-----___---______------=-- town, \As sa -_---c -5 HENDS OF BAGS _-- -____-- ----_----=_ � _J �, OVERLAP 6"TYPICAL __________/- � ____>2__---- CULTIVATE SOIL TO CREATE FURROWS '"' PERPENDICULAR TO SLOPE PLAN VIEW N NTS o I� co Ir o I 41 Y I i ‘ A ro Sit4ir grAI� \ I► UNDISTURBED 11 N •t• •• \ I �� VEGETATION �� BIOFILTER BAG I I N -aim �I ` ��i j�� INTERCEPTOR I I c {•0 l 1 I' `ice::mis SWALE o I • ., „ it S -{{ T I q�. ,P4'1 v w o .rte'!\, .c�•• _ • `rim .° �0 .? 1'` ' t ``,I� Ivel\-Ir lir ,,,,, ottte\r..4.4rt, kfir Iti ok vii4 Tore; . .. �j� • USE DOZER TRACKS TO CREATE GROOVES PERPENDICULAR TO SLOPE 01, PROFILE , ,\ ,/ CD 1 ea NOTE: \...-. X SS / ..-- °4 to. I° ..---- 1 . BIO BAGS ONLY REQUIRED WHEN —it �% DISCHARGING SEDIMENT LADEN WATER. FOR FURTHER INFORMATION v) ON DESIGN CRITERIA SEE ' O - 0 2. STAKING OF BAGS REQUIRED CHAPTER 4 OF CLEAN WATER __ WITH EITHER METHOD USING (2) SERVICES EROSION PREVENTION AND SEDIMENT CONTROL 1 "x 2" WOOD STAKES OR APPROVED PLANNING AND DESIGN MANUAL. 0.3 EQUAL PER BAG. OUTLET PROTECTION SURFACE ROUGHENING — CAT TRACKING z RIP RAP CleanWater Services CleanWater Services Our commitment is clear. Our commitment is clear. DRAWING NO. 820 REVISED 01 -09 DRAWING NO. 830 REVISED 01 -09 L 43)J 1 7 NOTICE BVO PAW .-t- — SHEET p DESIGNED 4? 4 75 81 + _&IQL Murraa�Smith&Associates,InC, EROSION AND SEDIMENT CONTROL CleanWater \ ServicesESC— DRAWN - _ = Engineers/Planners DETAILS - 4 I 0 t�0 — _ — — Our commitment is clear. IF THIS BAR DOES m mocox 2 x NOT MEASURE 1" AS •Pe. vote 2000 �P - _ - _ - - 121 S.R. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION 0 THEN DRAWING IS CHECKED 4O441 v. os‘`. Portland, Oregon 97204 FAX 503-225-9022 t; AND FORCE MAIN PROJECT NO. 6631 16 of 89 cp NO. DATE BY REVISION RENEWS 12-31-16 PROJECT NO.: 14- 16 11.204 ' SCALE: AS SHOWN ' DATE: DECEMBER 2015 FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION AND SEDIMENT CONTROL A�, PLANNING AND DESIGN MANUAL. a �� ' SPACING FOR CHECK DAMS ... ( . I suQPE "r_ / WOOD STAKE DITCH GRADE PLACE WATTLES ALONG SLOPE CONTOURS. f 6 INCH 12 INCH 18 INCH PROFILE I 6% NOT ALLOWED 16 FT O . C . 26 FT O . C . 1 5% NOT ALLOWED 20 I- 1 30 FT ��„� 4% NOT ALLOWED 26 1- 1 40 FT := 1_� 3% 15 FT 33 FT 50 FT 0 RICE, COCONUT OR EXCELSIOR („ WATTLES 2% 25 FT 50 I- 1 80 FT J O O N STAGGER Y JOINTS a SECTION M °° ° °0 BARRIER SPACING FOR GENERAL APPLICATION 0 STAKING SPACING 4' O.C. N ° ° INSTALL PARALLEL ALONG CONTOURS AS FOLLOWS °- % SLOPE SLOPE MAXIMUM SPACING ON SLOPE FLOW ❑ FLOW FLOW (13 W ......0-- ° -ea-- �- 10% OR FLATTER 10 : 1 OR FLATTER 300 FT cn 3 ❑ ❑ > 10% OR < 15% > 10 : 1 OR < 7 . 5 : 1 150 FT 1 ro 0 ° TIGHTLY ABUT ADJACENT WATTLES. > 15% O R < 20% > 7 . 5 : 1 OR < 5 : 1 100 FT ❑ ° ❑ > 20% OR < 30% > 5 : 1 OR < 3. 5 : 1 50 FT N > 30% OR < 50% > 3. 5 : 1 OR < 2 : 1 25 FT P LAN VIEW 0NOTES : ' FOR FURTHER INFORMATION a 1 . STAKING SPECIFICATIONS: ON DESIGN CRITERIA SEE i a. 1 "X2" WOODEN STAKES CHAPTER 4 OF CLEAN WATER o b. ADDITIONAL STAKES MAY BE INSTALLED ON SERVICES EROSION PREVENTION a DOWNHILL SIDE OF WATTLES ON STEEP SLOPE OR AND SEDIMENT CONTROL HIGHLY EROSIVE SOILS. PLANNING AND DESIGN MANUAL. FOR MORE INFORMATION REGARDING THESE TABLES SEE CHAPTER 4 TABLES 4-3 AND 4-7 OF u_. 2. SPACING IN ACCORDANCE WITH DETAIL 940. CLEAN WATER SERVICES EROSION PREVENTION AND SEDIMENT CONTROL DESIGN MANUAL. a_ z WATTLES SPACING TABLES a.)U CleanWate� Services CleanWate� Services Our commitment is clear. DRAWING NO. 940 REVISED 12-06 Our commitment is clear. 45 DRAWING NO. 880 REVISED 12-06 L 02 1 co7 VO U o NOTICE 1 DEB GNNED 4�i $' _ _ _ _AT Murray,Smith&Associates,Inc• ER sl NAND EMENT NTR L SHEET ' _ _ C1Wate� Services o o S Co 0 ESC I I IFTHIS BAR DOES l _ _ 121 5.11. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION o THEN DRAWING IS CHECKED `°4„, �`29'10 . _ j NOT TO SCALE qN a aso r Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 17 of 89 NO. DATE BY REVISION RENEWS 12-31-16 PROJECT NO.: 14- 161 1.204 1 SCALE: AS SHOWN ' DATE: DECEMBER 2015 : I i . KEY NOTES: '� SECT # ON L # NE, • • — PERMANENT :1: `�J Q CONTROL BLDG 8c VALVE VAULT (BELOW), SEE ARCH, MECH, & 251W SECTION 06 �. EASEMENT I 0 i ' �^ STRUCT SHTS • JC) WET WELL (SEE SHT M— I ) COAT INTERIOR W/ SYSTEM 210 PER • SPECIFICATIONS. APPROX LIMtITS OF FIGHT SHEET SHORING C • • SYSTEM SHOWN. f GENERATOR FON S . , 3 LAB, SEE DET I , SHT C— 13 f 0 E• LEC XFMR I . fT WET WELL• U L & VALVE VAULT f f. C C• HAIN LINK FENCE, SEE SHT C- 1 I / # C) BYPASS ASSY, SEE SHT C- 12 DOUBLE SW l NG GATE, SEE SHT C I I • `. / rA AREA, SEE DET 5, SHT C— I 1 .�� ACPRKG & NCE — PERMANENT I N ,: MA TEriN i ,:,, ..... .` ,,,,a \�.,, .�/ EASEMENT .... 5 # TE SUBSURFACE DRAIN OUTFALL, SEE SHT C— # 9 10 S 1 . i ..::. - .....:. ., :. .. : / 1 # GRVL PRKG AREA FU r FAC # L TY LOC SEE DET a SHT C— 12 `; WORD, LIMITS I s, • co OF CONTRACT : f 0 [ N ;;; , .- # 2 ACCESS DR # VEIrfAY, UNDER CONTRACT W/ POLYGON (REF POYLGON :>a... ® ?' .. _`. ;..: .. PAC ! FIC COMMUNITY DES # GN PROJECT NO. 395-037) W/ .i, mow_ : -• . - ", WORK L I M I TS f.. TEMPORARY CONSTRUCTION # � A• PPROX LIMITS OF AGGREGATE PIER FDN SYSTEM BOUNDARY, z"-°' ..,—...r�. .sp , �°�_..; : :;x .... ....r. �,/� _ PUMP STATION / SEE SPEC SECT 02255 _ OF CONTRACT Q , cQ n � �h „$ t �. . wtir v ,y, , .. ._..... . CONSTRUCTION / 1� O (yam(lpyy;))(�. �' c .n.e 4 ..0:..,,,,>` vy\,,, , ' . .a, a f GEq ciM i - (t3 ..... ,7 p OF ,{ .� X Y j/ CWS . �.,.n. ... ..,.a,3 Q,Qrs :�:yA�m : . \``.n ` _ -.-„� ._.$ . O. ... v AGGREGATE SLOPE STAB # L I TY SYSTEM '. E rs .a\� 4 a' x nin \ xa x (y ,i i ''. i, \`...... BOUNDARY, iv`JE#_. SPEC SECT 02255 / c i i 16 Nei. �.,;'.€-_ 1 ,:-.,.0.41,e..� 01 r �E , <.$,:,.. . • G 5 BYPASS MANHOLE W/ APPROX L 1 M ITS OF TIGHT SHEET j 6 •,".',_; . % , r c =.v aF , atha l L�`� :Is • . . \ . SHOP I NG SYSTEM SHOWN l j a :, \x "! y I �_• PUMP STAT l ON �f : • `w�ash •!, ruRgE1 <.a�R�$� xo:°,.t'0.11 , „ 4 ' --"7 .;7 :" ,• (•-74,,, .,uv,. -�Y•,. ,,Jp., d.:�J.3.a.un :,;tiax:.i".R�y-pi.. ,`G _ _ •! 'a ;? , , ;, ; ,-, \<; :: a C� a CONSTR�GT # ON ABANDONDECOMMISSION STANDPIPE # N B— I 1 N � " a,.r.,;,.nz \_ B_3 '� ' #6 / ': 3a "°' •,\ , ;, -- .STAG . NG AREA \ _ / ACCORDANCE ANDW TH THE SPECIAL PROV ! S # ONS. I ' ,fr,r <4 = ..-* �� ! z flt3N TRACTORS SHALL COORD I NATE TO CONNECT ALL UT I L I T I E`� B-2 lit* �� - --1 , 7" 1 ``�: \ �,, / THAT CROSS THE WORK L # M # [ 5 OF THE CONTRACT. SEE NOTE 1. ,.:P .:4`.' REIWN• v Y E1✓, •y , Y`� y." . .., ! ti : . Rte,�.v,;�Y.. ,. . ,,,. SHEET G .. PROPERTY / t ; IN PR a (,_ .__ '"- �•c: .,,, % (�g NO WORK AND NO STAG ! NG SHALL OCCUR WITH # N THE .:. ..:: .... . .,. i.,_ _ ' "`'=" ;f ! VEGETATED CORK 1 DOR. SEE NOTE 2, SHEET ESC-3. . s Vii , • i ,, . v E � / / LEGEND . f • — _ _ f J 3 I,' -- (.; B— I BORING MADE GR I : "" '. (DECEMBER ! ?,B2014) yy , I� I _. ! / \�— PERMANENT • . .., ., EASEMENT ..1 /' N. \ '.1.4- i ``--• WETLAND BOUNDARY VEGETATED CORRIDOR ! . _ _.__ ' I G co 1 r U) PLAN SCALE: I I:=20 AMB tt,� PRS f — - --- 3 n SHEET ---- NOTICE � +l� mit ,Q� �{� (��ryq}Q Tn(� : n I i O DESIGNED 5 4,4 �°-'t4°940i-$'T/ = Murray Boas 4 es'Inc' vg: CAD 7 • 1 - = 1 C es SITE PLAN I Ei IIS/ � tIl �S anV�ater s Ser�cr C_ e le S1 [ � ,•- w _ _ _ • Our commitment is clear. — -- .....________.. ..1 ----------�-- EE T:EfiS BAR DOES q N — -- NOT MEASURE 1" _____A 5 _ -Y ioy • a% Suite T _. 121 3.Yf. Salmon, 900 PHONE 503-225-9010 RIVER TERRACE NORTHPUMP STATION ._..... _... —......_ -,- FAX _ —.—._- THEN DRAWENG IS CHECKED fci., e,9.I ca, ----- _ _ a __ i _ ------ NOT r0 SCALE M: BA l urtland, Oregon 97204 FA.X 503-22:� 9022 ' AND FORCE MAIN PROJECT NO. 6831 NO. DATE I BY REVISION - RENEWS 12-31-15 PROJECT NO.: I4- f611.204 SCALE AS SHOWN DATE: DECEMBER 2015 I $ of 89 . • • • ::. , NOTES jI >- (,. ,... ... , REFER TO DESIGN BY -N / _ 1 <,4r,t� m w 3 , j SAN TARP SEWERTRUNK MAIN AKS ENG 1 NEER1 NG & _ j u� �( ., c� 1 1 SEE SHT C- 10 FOR SANITARY SEWER PROFILE FORESTRY, LLC FOR j CORRECT :,L I GNMENT I �' 1 „ 2. CONSTRUCT 6" PVC DRAIN TO WET WELL, SEE SHT M-2 MATERIALS & 1 _ � [__. _ h 9 DIMENSION 1 „ ssA2id 1 3d ss- T FORCE MAI N • 0 3 .._ ... 1E-220.0 ' • a` 0NTS C- THROUGH C- FORFORCE MAIN PLAN & PROFILE SEES . 5 T RO H td WORC LIMITS OF • 24 SS � CONTRACT W/ L`J STA FMl +OO, BEGIN FORCE MAIN PROFILE 'FM' AT OUTSIDE FACE POLYGON ... ,.. .... .,. . r `� OF WA ___ __ �. _._ 1 , . . , e . . N Ilk i BYPASS ASSY, SEE DET 2, SHT C- ! 2 WORK L I M I TS } IE-220•d 1Y ) �.._.. .- ... , i, oa\ -'b .x x\u\'£'tt''t sg° '^c'�w Y ,.,,._..,,,r.,-,�__�,...,. ::,—__�,...R OF CONTRACT I 1 } - ® ` I s ssD •NT: \x , x, \£x« - -___ ._ q cj l .' I ,r...1,,,.$:.,4;m„. � ': ..�. s� 43, '1�.. WATER e: {jj'.a er\,`.;:s�t:.`F�a�^%�>8 .c»z'� � 3iab�.•.. ' 240 \,� "Y CWS } Itti : br�rCa. ".S:o.�, a .:a 2) `tb`,(fJ�o�r,rirc..i""Ee;'1a'•`il F:r:F.?:':,.n�,g�: �..i: ...0.� Q. 'A!. I . ... . �a 1, :. .. :: . t, ., • >., "'`tat' tib.3, ,� �.i..,,,. ., a � v, .xa;. . u: r - . ,- A { I 1 N. ,. . e � swe r u :� es a ems'` -Y5 .rb, 'S., .eg,.`.g r, cx,,,. ub, garoo r• .N 5:tx.r :%h'C` ' `,`\ceNm r'�, .r-' .. ....- .. 1 T" arc M".rog4 \S .$SP Z r?, 3 C• �J �'f/ + ,y7 l '.u, .. _..... 11 y�, t ., :` ,;,.,,,„Q .<.,,'a: >g "�;x ' " �a g. (O.g . .rr� err. CONSTRUCT I DIA COP WATERLINE A f 3d DEPTH ! '$`., Y. ;..:,..v: . 'e .,g.. ,b Fob `V" �,, \ 3a br,\, ^t i4 ` } ;' t } i • 1 ,.Y3' ,r rao e r ” r"g`y S$ 1c,M"�xa:.�,•e ..`4:,9`O". fir`'d: �` x. • "g i-`` I .` - ___......_ .._ V 1 V t,., as a g. ,. a ,: ; f ` ; `. I E-220.0 z;Aa r e r'.. • i 1 ,' r�, I' ` .♦ o ,rom?2.-..t,`�Rtaq`�` ;`� r 4 ioe.,x • 4 � D �r� —t ! I r } '. a-Ves:<e . .t'x wg . ik .: �s 9 , : l . i „ WATER SERVICE RPBP IN HEATED ENCLOSURE, SEE b I «,,.. -1 .y 1 ® STD DET SHT C 19 ELEC XFMR 1 1 } . t • .rgkeagw\ I f ;` I I t t 1 <>t , I Iii zz . ° sX; i I <=� i I WATER SERVICE PER CITY OF T I CARD STD DET 520 �:7:1 I t • j { ' } �.��^y �`� :'4g fr�, 4.•:.st yam>t ,.� >) I ` I �% I 1 } a ora t t PROPERTY LI NE , } t Fa5 , w�tg ' �h a� : STORM/DRAIN P I F' I NG r .1 � . : t • - 4 ► { t maa.: _ d a � e�r � ` " . <y; i ;>t CONSTRUCT 2x2 AEA DR I N S �, }`. R A EE DEF 6 SHT 12 co,o t t 1 } 1t � r CONSTRUCT 8" PVC DRA i N TO WET WELL 1E 220.4 ,\,4"" '. 09 - 0E _ • • •w. ,givtitvw. ,,, 1 r r.N ROOF DRAIN PIPING — I 1 t }: t T y 4t ,' .., mat vaFu'. sa, '--#0, :i- \ , ./ , r t } t } • r` 1 .A �� SAU Y�Qv`E's i$4 • I" A . ,\ ,.! /[�!" !'. 1'` _' '1 a% 1 a e •, a' P.• FURNISH & i NSTALL: 1, z �r� v.4.-.1.4•-":::‘\, %.-t4 Q,., g• aN I -� 95 LF HDPE } t``rien� `: rae �e . ,� Y `; I v71. t .. 6—ALt HDPE ' TEE t.7 1 } } .."1 ,nye b ��''�� a:. 'Hs:: I.. it ( \ 6 4 1 t » ° \Yrrrt,`..�a..N , .4...r Yae• kg a • a ; y'•: " t 1 } § t,> I I 1 f _ ,,,tea..:a i�L ': I � •: \ 3._.-11_ CO { t • t 1 } } • I I ! > " `y..._ FllT WET WELL & I E END=--237.5 • • ' la" I VALVE VAULT I tt t. 1 } t } (-1) & �h) I I ij, 1 v 1 { { '` } U l { 11 1 I I e ROOF DRAIN OUTFALL PIPE STUB OUT, CO i } 1 t 1 e < I• I . ' CONTROL BLDG ¢ :.R:. a 1 � CONNECT TO NEW CB, SEE NOTE 3 & VALVE VAULT w v>:.. :::: L -L 1 1,.;_,;:•\:kleve. S t i 1 } } ; :i �I • ,, - - i' TURN IS & INSTALL • I t . i } } t } a•S'`( ' - £¢ �, ! 62 LF 4" D I PIPE { t ' t . ,t 1 +'-:k"':L;,...._.... :,� PLG < .o 1a;fir ,1 --'-- _- -4" HDPE/D1 Iv } t ;_r . . ..,:,t„,,. Gan1 -4 DDP45 BENDA, MJNS C} 3 . `,1 } .*:,,`F. ,rf jtrifk M(} pl� "� r::.gyp. -.. -i . : .k: F5w:u•. 1. -.: *It' ,%4.::•..:t, . .:: » • J ex y r� -£.t,,;c.,...�)�,v,! t -x :,� f _.� r•e3. .\. < •¢ ,n:. -, ..• >p.r ..'`Tt.. ` :`r.•a.•.\!��j'K�.Y'`r`r' .t(,), .h',y ir� . ., t , ; �j' .� (.ir'a-rte t- '141:k ....ez;,t $ -''L-3tiL,1'�_,i �.,,,.'�Srti-,$' 7i. 1 1 1 t 1 }. ` ' '- v;`-, \�,,. , ,1, y.yt - , : , , JR.-j-iC .,., a, „pt., ) �c. -:ka ,,c -�. , i .ti 4 I !F START=2 7 83 i5' t .... .i.,,,,„....„„,,. .. 1 XMy' J't - .-, (\ t tGY, �c X” ' I� �;IA:4k t flm. \ - �•, ' Z's+..� '• i v!. - t '} t : } : � R0 G it ' '•r9. - �. i ix�.Y: IA ' 'a t- . .\ ...1.-1.--4,,,,,,,,‘ .�e .Y ' rte , t — — .a _ � '1--,--/i, N 1 1 _ 5 ; - _ y._` t • } t '- ,—..._$.....— r \' —— L �j.—. , y\r....__,„_,.........„ '°.cevo. ,aq�, i i , '! D= 6. I _ t i } 1 } : - _ -- -- -- --__ _� I 4.,‘"• SUBSURFACE DRAIN c 1 _ a 1 __... -E' sot.. SEE SHT C- 10 FOR SUBSURFACE DRAIN PROFILE & DETS { 1> i , �� •__ P I 1 ^- , --= • _ _ _ •_ iy 460 CONSTRUCT OUTFALL PROTECTION, SEE DET 4-, SHT a - 12 s t. : • _ • i — --...7.__. __ __ • _ - _ , _'� _ __ _ _ _ _ __ ,?� } NOTES: —_ - __ 1;-- _- - _ ..— - �. ' "=`_ ` "` -r`_-- I . SEE NOTE 17, SHEET C- L o I I N 0 _ '- 2 FIRST CONTRACTOR TO INSTALL PIPING TO WORK - __ - - - . SCONTRACTSHALLINSTAL CAPS OR PLUGS �__ OF _ - -- - ••••• _ M :.�..• .-..... •• 1 " F 4"D• AND 3t}"SS. SECONDLCONTRACTOR TO } LIM V.." m,... t.., �K�•... .r..� .v •• F CONTRACT SHALL ON INSTALL PIPING 7O WORK LIMITS O :.-'x'.. .....:.s..�...s.. .x ..gin .. .... .. ,,,� AND PLUGS, AND INSTALL LONG SLEEVES. - ,,. _... - . , _ --- , VEGETATED • _ REMOVE CAPS a. I r,,, :. w• • . CORRIDOR 3. SEE NOTE 2 I , SHEET' G-2 REGARDING `WORK L i M I T5 / ,. r ,,., _•�- BOUNDARY OF CONTRACTS. z Y¢ SECTION 'LINE, ---_. IE 219•d � 2S I W SECTION {}6 _ Of• r;• ZD L. E. PLAN • / ;ill.. SCALE: 1 "= 1 d' --- NOTICE SHEET ® AMB `y,A PRFff — .IP � __ DESIGNED �, zclx�sg /p = U1 lti Siil &Ass bLJ Inc. et = E� �ners/Pies eanWater Services SITE PIPING PLANC— 2 • ' DRAWN "'` F,' 2--- --, . �_- 1112` aTi--"-. Our commitment is clear_ _ __ —__,.-- .__.�._ _ f THIS BAR DOES ,� NOT MEASURE 1" AS �.-`` °��), 1to� �� ` :- 121 5. . Salmon :„, , 900 PHONE 103-225-9 10 RIVER TERRACENC ''�'N PUMPSTATION — --.__ THEN DRAWING iS CHECKED F cc. 'ow ,t1 12/123/15 AMB 'ADDENDUM NO. i r T To SCALE 4— BAR - Portland, Oregon 9"r?04-- FAX X03-225-90%? MID FORCE NPROJECTt . 8331 i c1 o f 89 -� NO. DATE BY I REVISION RENEWS t2-3t-t PROJECT NO.: 14-161 1.204 SCALE: : AS SHOWN DATE: DECEMBER 2015 SURVEY CONTROL PO i NTS PT DESCRIPTION NORTHING EASTING ELEVATION n:. .,• .< Zi aim ..,.,..., .....__ .. �.. 7 I CTR OFWELL T WET N648931 .76 E75979 ! 02 239 ! \ 2 CTR OF BYPASS MH N648951 :76 E7597912.54 239.30 I E759792 1 3 NE BLDG CP N6489 3.36 4<45 239. 17 WORK L I M ITS '�� SW BLDG CP N648896.40 E7597893.20 239. I7 1 i , r - 5 AREA DRAIN N6489 i 900 E7597934.72 238.75 CONTRACT V '/ POLYGON C-4 y 6 GEN PAD CP N6489I4.62 E7597943.63 239: }0 i0 i rc - ' { '" '` ! 7GEN PAD CP N648895.07 E7597933.0 1 239. I 0 I- i NI J WOR < LIMITS \ \ \ \ i � j _ � ., %. , ? .t.„ro, . 8 SWNEHPU CP N648909.22 E7597929.24 23$.96 \ _ 20 ... I CONTRACT1--_:._ :1._ \ . __ ._-. C,7 y5 g a b e' -24p t... __ _.: OF I I 1 1_ r 7 -4- ; , a `_- ---� 1 �- a. ® •:, 0.-,-„,<estt 4,F,;S ;< ,�. , 7597 5. 3 r I 1 I i . - •& 0 z>G CO ,��'y m, I.s a'''IVII•Vb 1 ' ,,� 9 SW HPU CP N648905.36E 92 1 239.08 W CWS / S 1 A ? cb,. .'. : °'»�SSgg,..:..i<'^"`r• -• • i---- `!w� �.m.sa) ?, 3' 1hasst.4,,,,, ..0.• 11. 1 Wit ti.1 V P a! !. •C., L "my • La' 8 \,. 3,'\ , • ,, .. _... • 1- _. • . .,.oa s dA.da 4,r,,,.. {n,..r: >,g.:k., E.<.<, ', a?Fu' <; 5��' .•---- -•;`L" �t-'� ,-:'_` ,_< ___ .._..._.. _.....__. _.. ...-.. I- -- f • A� . x.g>„a;,<.: , �., o .o• �,�.,<< � _ �. , ..,.,, � , , , ,�, ',., XFMR CF ti648957.94 E7597886.75 23$.5Q .;,�."� - f ':;,� c�u.�:,< 0.4.1k4-. . ,•a<',.•td imi.,?LC: vL" :, i`Y. ",�yC Y . .., \`\ ....... ..-... 0 NE I..i '� * `?�u:°43 .. , °i. .. €. • �i�'s �?; �'.i§t'�.;A raf`sype�='aa,F,��a a G ,. ..,,1 - .-.._'• -' 1 1 . , .4..a ' �, to" : m,L..`,4 r :t e• :,,_ n 0 i-' ,.,. �5 �gete ,w. : .. - o",'k,.• 5a`5a,.;'ax o 3 b:. ..na- ,$< 'ssa ® J • 1: , q,,;. o :..y. .\ ,@', 8 '`s., ,< , `tt waji¢o L `Ci'.,t'` 4 5 4 - 1 ". , � � �. .. i ,; DHy ® �^.<.y;<,.m:. ;nXFMR CP N6 8950:22 E7 97878. 8 238:50 1 1 1 , / .t , c ,.d @OS:.;:. ,Sg r x b v moa •4 ..� •m t; -•--� ♦ s ., k \ 'o e o ,<,xb `Ai.:t. @. ,QY •y� I i SW AV I 1 Ili ,lbs •,. .:k- ,'; .;4 e` :lett.. - --. . ' ..n ;._,; .' ,:<' -, 35 . ' g; - 4_ I 12 ACP CP N648954.96 E7597936.92 240.34 ELEC XFMR t 1 1 , 11 '� t '- <„ a„ `b, , ., ;:".a. ,,��, . r.,; , ei.e>� c ; r 1 - ,PROPERTY LINE ! 1 1 1 1�'� 1 ��., ' •: Bg � < ; „� , 3 ACP CP N648962.82 E7597937: 18 240.50 . . g t 1 i t,_ � :®. ,' ;_' '.,. ', 1231 ,,::; ' I4 ACP CP N648961 .98 E7597961 . 17 240.50 APPROX LIMITS OF TIGHTt_ 1 t , a� a° ` � bi,� ' . ` -_, . \ SHEET SHOR ! NG SYSTEM �`I. I 1 1 g, • b., � � �� ACP CP N648894. 19 E7597958.88 259.00 BY CONTRACTOR 1 �� 1• 1 �_ --_..,.--___.____ i I6 ACPE7597942.96 39 } 4$ 3 , 1 1 T-`` 4„( J A;o gg ; 5 1 1 1 I s WET :. ' ;, � 4 --- 1 1 1 1 - g'�`'.ry' <, �L WELL. .„ e : �iix; t i a 17 ACP CP N6489�14.96 E7597933.68 238:80 1 i 1 9 \ \ , , 1 1 1: 1 � dq .•ra£ ` 9� b ? < } .\ - Qcg• ,,`w �� s i APPROX L ! M ! TS OF .>.,F`, S: . t P, n a b 18 ACP CP` N648895.37 E7597923.85 239: FO --. 1 1 1 1 . 1 �• " -__. r�.�•,r o k °,a :::,. •,. " r; - yw� i,sz t. ' -• r' 1. .:' •x}n4 o,•°is„ - :::., '�> R�,Q.��Cx,•> `\i,�i$a`� `a, '_ ?=,•�. AGGREGATE PIER FDN i , 1 :.y 1 ' t.1�as .�`<: ry, '.�'.:`e: '°yi?bv Z aq 6.. a t; ( .._ m i • 4 .:- 1 1 0r xo`-,L. • --'�- r' , ,+ ! 9 ACP CP N6489I4.39 E7597893.80 239. 10 SYSTEM BY CONTRACTOR, 1 1 e _ `' • T_-_.- - (. -� - A • 1 ti�� ,-.... iL b�c�F 0xaS a. ar,•,�'S %• " tl�. . 1 .- 9 u ` SEE SPEC SECTION _0225a l ., \b �, x .;.• ,',. a • .1` B-3 <s' --..• k �<. •:x ,. . .0.1 '4:4.. ,.� •... I 20 ACP CP N64i956,36 E7597895.22 239.50 1 11 , 1 ' 1 f ag y 2I FENCE CP N648956.36 E7597933.95 240.28 f 1 ,:- 1 :,/ .. 1 1 'i, 1. ,.a..� .`.^ .. . . A Q. .1r: ;va' .J t ! -- •--- _ ,x I 1 ,} t -.: ,a 9 a<`:. r , ;, 224 4 ( 7 97933. i 4 6 1 i 1 1r_ i, 1 ,.4t,'W�'.I �� I y&xgb' �- ` ' `, ' S' SETBACKN 8 E 72 2 0 2 • 1 1 1 CONTROL BLDG ;. ; a g� �¢ vk, . ,z.".. ,° FENCE CP 64 9 9 2 1 , 1: 1 a c' ; :`..,r :' �F ,: . k; ►"- ,.' - 23 FENCE CP N648948.39 E7597963.70 240.26 _' ' 1 1 \ 1 t -�:,f i & VALVE VAULT :- , � �. . „y� �\ r. • . �:> N648955.36 l 1 1 1 1 lr ?,*1�' 9 ,. I i 5 \ 'C; i 24 FENCE CP 240.28 r; A 1 1 I ' t �' 1 ,,.. 1 4 ,. 18 . g • .. 16 , t o I 1 1 1, •'1 4 • ` ''f[ -- - B c • 26 I 25 FENCE CP N648954.65 E7597984.90 239.00 C-4 - 1 - - t __ 1 k y •-__ ' " n J , ✓ ,:rl.frit- es t,,��7?-si i •, ...: .• {{ .: :., .r � t.,,,,�4z. , � i,�jr` ',. „�<�'.'!�_ \-0 .:.'-,((yy.'�4-�. y'y�r��, r. i. v\•u, , � `. .-�.. f R•.,,��..��• J` `<r"s`"i{ :- i'taif � .. a .�Si..- -. N ... ....... :... . _._.-. 1 it a. .' �+u",(k)n[`U: .. 'S- `�%f�<, ,:d{..5,.} �4t`i{ ` � �,-) ...) . o_ _ `2/,,. ,,. .�-•,t C�'.j• ® ,u.. ✓ ..,' , ,�� (v4";:e.ya.I ;r.tv,- `� . :rte - , I - 1 1 1 1 ' �' : it , r? i ). -' ' ,1. z44 , c -- . -;) :.� . _ ' L.,. ,s.-x� .. 4126 FENCE CP N648$93.79 E7597989:07 239.00 ..n.. 'F� "``' ;J ' I� y 1 1 a-�r• r'2i-?i '� ��>l,',.�'�.j, ri<.. r�a� �<.<"� n$, f 1 t :1 1 : 1 . is..a .�.. , 0 ..® o-,. ti t M av ,..ua.. ,[,• a lit. .,4.._`9'>3a_Ira[ ''',R...„..,-...;:y�"-:. 1a. '`�- .. .... D •°...e.,..♦w�<.•• \ 1 j 1 28 _: i ,...._...�..... ..�.........�. -� ,; i i 1 1 i 7 i 27 FENCE CP N648890.90 E7597941 83 239.00 IIII I• 1 1 1 .�' 1 ,, , -__ _ 1271-_'_ , f- . 1N648957.83 E7597890 239 19 28 FENCE CP N648892.32 E'7597888 35 239 00 1 11 •.1 .1 •� - _ __ __-_,.../.___- _ __ __ _ V • t - 1 �: • �, t'. _ • • ir,1 1Sw � �A�K �- . - _ ; __�, �' LEGEND I t 1 230 ! _ _ _ _ 1 1: - - _ �-� - - - co.) B_ i MADE 8Y GR I ` r,: 1 ^. (DECEMBER I 7, 201 4) , • br, }� •L• i �� .�.� ..- � ' - • .-sem\.._ - "'A.-r.,..-...- , _ _ _ r - ,� �_; - NOTES: _ -1- w !•_ APPROX L ! M 1 TS OF s a2s "` -- --� _ AGGREGATE PIER SLOPE i 1- ter - ¢ _ _.. _ � _- _ � / • I . BORE HOLE B- 1 IS IDENTIFIED AS A STANDPIPE c=, �'_ _---' _ - �_ " -- _ - u, _-- s---••-..._.._ 8 L S AND MUST BE DECOMMISSIONED BY LICENSED WELL STA i TTY YSTEM BY _ - " w - ............._....... • CONTRACTOR, SEE SPEC ` WITH OREGON WATER v_ �: Lai ........_•• „•„ I SECTION 02255 DRILLER I N ACCORDANCE. �••..-yi_nT_••.rw•. +w.• _.�iwiw•.wtii wir•a♦._•a• Vis.OJ♦.o•.°a+'°' , , ,,., .... -- ,..,., RULESNSA D --• RESOURCES ES DEPARTMENT AND REGULATIfl N a :'`' ,� _ ! _ _ � • , _,. "-= -- - _ ---_ -arINIAWO THE SPECIAL PROV 1 S I ONS. • r ,�� ..�» -- VEGETATED `` I ,.,.. " `Q'"'w CORRIDOR 2. FOR CONTRACT W/ CWS: AT WORK L M I TS OF ` - : . ( ..,, ... BOUNDARY CONTRACT, MATCH FINISH GRADE PREPARED BY r4 SEC : I ON < vE, • • • • ,�"' > 251W SECTION 06 �� CONTRACT CONTRACTOR UNDER CON RA WI POLYGON. r 3. SEE NOTE 21 , SHEET G-2 REGARDING WORK- L I M I TS OF CONTRACTS. y PLAN/ SCALE: I '= 10' NOTICE �� PRp� ° � SHEET AMS _ _ _ Murray Ass�I ates T r co O 1 DESIGNED t'ssAck ..., 'Q„A U lld! W�1 11�. ~e w _� °th& { -__.__ -._.._____.-, BAW _ eanWater a,\ Services INC PLAN o -- -- - - -- --- DRAWN I _ En �rsiPlaners __ _ I THIS E�AI?'DOES '�x Our commitment is clear. , NOT MEASURE • - - AS. p �v flan w '�. _ = 121 S.W. Salmon, Suite QQQ PHONE 5Q3-225-IaQIQ RIVER TERRACE 111C3 'H PUMP STATION - - .1. - THEN DRAWING IS CHECKED �Fd Na n.no�, I NOT TO SCALE' M- RA��` - Portland, Oregon 9720I FAX 503-225-9022 ANDFORCE MAIN PROJECT NO. seal 20 of 89 NO. DATE. BY - REVISION �- - RENEWS 12-31-15 PROJECT NO.: 14- 1611.204 SCALE: AS SHOWN DATE: DECEMBER 2015 0 - - CR, OPEN-GRADED AGGREGATE, SEE I 1 I ....___- --, - ?50 NOTES: DETAILS SHT C-12 1 I I I I I . IS INCHES OF SELECT FILL WITH SOIL AMENDMENT, CONTROL BLDG CR, OPEN-GRADED z 18" TOPSOIL SEE SPECIFICATION SECTIONS 02480 AND 02485_ LL) �� - EMERGENCYw- __ 245 i 18" TOPSOIL i, -- GENERATOR AGGREGATE, SEE - PREPARED PER - 245 I DETAILS SHT C- 12 / SECTION 02485 2. SEE BETA l L 5, SHEET C- ! 1 FOR TYP ! CAL ASPHALT I I PREPARED PER _.L. _ _- AC' _ __-- _._ ..#_. _ __� CONCRETE SEDT # ON. , SECTION 02485 3. SEE DETAIL 5, SHEET C- 12 FOR GRAVEL PARKING i E i :l I I t I . i 1 } 1i- F 1 N GR _ _ +--- -- 240 I- -_-_ -- AREA E - }-- _ ._ - I-- --- ro - 240A I L I -- DET L. ,,0\ i (. { wr2T ys.»vr��.esaset �amv..y.�.� .�-m•.a..im. .n. •o, r: y�ry,� i :stir�twC S:.,r `'i/ - {} l .$'Gitla> �''R�rg.4 e.i`raid Z*Arii.> >[ 143:15c4•`y.'Ck��;:I °y}�igtei`/�'l�t f,te ....(` i 4 .;?M!,,V/.' i } _ ,....,,,,:of ': _ , <.: +L "'• nsi,K ` .±.-r .�a;P... .Fs MR.6. _ r i ; .` ,, 4: STONE EMBANKMENT F,LL, SEE SPEC i F l CAT I ON ��' nr SECT ION 02200.. MAXI MUM SIZE OF STONE EMBANKMENT 235 I ry _... ...: - - - ----- -- - - - - - 235 SHALL BE 3 INCHES. I •�i<' S. SEE NOTE 2, SHEET C-3. y �� VALVE VAULT 1 '� STONE EMBANKMENT F 1 LL , !Ie .1 ° o ° ,4A,v / SEE NOTE 4 6. SEE NOTE 21 , SHEET G-2 REGARDING WORK LIMITS � ' �< q 230 :` ,� it/we .: _ __ -I ...:__. -_ __ OF CONTRACTS. I . .-f° . Vti;. .' _ti_.T .._ �_ _ 230 -e 414P VSP ,_ Ill I i — '" 7. SANITARY SEWER PIPES N01' SHOW OR CLARITY, SEE a k num y i �; n - .,. - PROFILE ON SHEET C- 10. i. £X I ST' GR i '4 :"r + , '� s= ':mil 6i1 34" 0" # ® I , . :: , . ,' :. -z:.3 M t N OF 4 - CR OVER 18" OF Ii " CR 220 -_ _, - - -. . _ _.__._._. . ._.. 0 f 220 - AGGREGATE P I ER FDN SYSTEM r; `r BY CONTRACTOR; SEE SPEC / `_,.�� SECTION 02255 ? 1 N 0+ 10 0+20 0+30 0+40 0+ '0 0+60 0+70 0+80 0+90 I +00 1+ 10 1 +20 I +30 1 +40 1 +50 I+60 SECT I ON A SCALE: I 10' HOR I Z, I '1-5 VERT C-3 <: WORK LIMITS OF JWORK LIMITS OF CONTRACT W/ CWS !CONTRACT W/ POLYGON CR, OPEN-GRADED - _.. - _ 245 1 AGGREGATE, SEE T. 1 _ -- - - ;- --i ; i.C). DETA.I LS SHT C- 12 - I Y. : I AC ; CONC S/W• 1 v ___ -; -H I — —1- x ' 1 ;...I I R I ; i ; I I z 1 I ; I „1 I 1 c� i CONTROL BLDG - , FIN F I N GR i I I I , 18 TOPSOIL 7 i i _ i 240 1 s I PREPARED PER Ulla i ; - - __ -- - -- - :; 240 t.N1 1 i 1. i - w.,.pyx. ' i TI .. .m,w.ow - . :41 y •-....,...a.' :f Cr i SECTION 02485 I f s, i I - I t K. �s„k a�<~ ifi�•'�.` tW.4T,Y.3w.3�+t w � 2.YJ�` I •/e '/' - I •' I I I I NN ' 235 - -__ _ _ _ -. �' .off- - - �_ — - 235 L k • A° I i f 2 N1/4 • � >. • I APPROX INTERIM I I //�i/ VALVE VAULT E �` {{ . ` 1 GRAD i NG PLAN, BY 1 1 i r t , ! i I _, .-- OTHERS AT START ,3 230 1 1 I ' -1---- ° _�_- - - -� i - ---4 - -� 230 STONE EMBANKMENTimp , __I -r OF WORK I MIN 6,1 QF4„_pl, CR I I I ' I EXCAVATE BENCHES MIN 1,42' OVER ! 8” OF 1t1_0" CR . ` 1 i FILL, SEE NOTE 4 • 1 /� y , — . I I 8-FT W 1 DTH INTO FIRM - UNDISTURBED SOIL PR # OR i ; 1matbw, r T �? , f . -'sca . Ij z I - I 1 EXIST GR - ,,,- i ; _ — TO PLACEMENT OF 225 °,.. �, \ - .. _.._. - 1 225 F I 3: '` I - H'A r° r' ��. ... „:.� 1 It L 1 I i �- PROVIDE 8-FT WIDE • EMBANKMENTLL N, 4,,,...Vas: I . F ` `t ' set• � '. ¢ I BENCHES ON EX # ST :GR N • +kat } • I 11 I �+ : F .; .r �. y � � I WET WELL ! 1 I PRIOR TO PLACING 1 ry; :\ ✓ ; ,' 1 ! ! ' I 1 EMBANKMENT STONE F I I.L 0 220 ---------r---- �,�-: . ' s - I I I -•-- •'+ ------I--- --- 1 L 220 .._� --PER GEOTECHN CA 1 1 ` *-..�` ,� i �'.., 4 I ' i /' i 1 I I 1N. REPORT I /.?.•"4«y'•. �.,�Y , .° 1 i 3 �� ii + - 1 I , I ci �.+ ` I �' r AGGREGATE PIER I : I 8 SSd 1 I I AGGREGATE P # ER FDN SYSTEM BY 1 I ,., .� _., 215 _ __ los ;SLOPE •STAB ' TY I L 1 H ,, .�._... --;?CONTRACTOR, SEE- . . --1-- I _ �s .:;� _ _ _� I . , ,_) V SYSTEM BY I '' SPEC SECT1ON I - E 1 \ i - TIGHT SHEET tM )' CONTRACTOR, SEE \N. I ..•'!1 02255 I II f,- - -.------\c`".� -_ SHORING SYSTEM BY ;1_ ' ; SPEC SECTION \\: \ I F ( / r 1 N CONTRACTOR, TYP • .� 1 1 \ "' 02255 I i - 1 ; x ;~ 210 # I..\ .\• } \� I yw. / _t: # - -- -- 1.... I I 2 # O E I : s I •' I Q • �} i ; \ t ?` / . � :'� \: 'F' ) 6" OF 411 1t-017 IICR OBER I. \: I' F CSy � • . i I (8 OF lY2 -0 CR �. I ' ® 1 is \ • . at '�'L., .@.,fes.. ° '� ."H�.- �n".Sa�-'a I # is i - - i 205 : —__ -- - -�( i L . 205 —0+ 10 0+00 0+ 10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1 +00 1 + 10 1 +20 1 +30 1 +40 1 +50 SECTION SCALE: I = 10` HOR I Z, 1 "=5' VERT C-31 .1. , ...„.-,-_ i l ,, I NOTICE ' -.- �._. i SHEET �u I __ - p DESIGNED�D c�`'�4° ,x, = _ - = MurraySnllth&Assoc aces,Inco f •a� dAxr - - Engineers�Planners C eanWater eNServices GRADING SECTIONS C- 4 __ — _— €P THIS SAR DOES DRAWN I _ -- ffil'� Our commitment is clear. ` NOT MEASURE 1” AS y 4 „Attu to+ =- 121 Si Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION o •— — — _ _ — —•-- — THEN DRAWING IS CHECKED Fri - $ I 12/23/15 AMB ADDENDUM NO. I --- NOT To SCALE as &AAG ----- - -- -,. ._..-- - Portland, Oregon 9+204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. SE3'I NO. DATE ; BY REVISION REN DDA'S 12--31--Is PROJECT NO.: 14— i6I 1.204 SCALE: .4S SHOWN DA' E. DECEMBER 20:5 21 of 89 til - -.. .. .. . . 245 245 KEY NOTES: SHEET NOTES: I . REMOVE ALL EXISTING DRAIN PIPE FIN GR AT c.. - OI STA SSDI +00, RT UNCOVERED OR EXCAVATED WITHIN THE OF PIPE 52 LF 8" PERF HDPE AT LIMITS OF THE WORK. 240 t 240 SLP=0.00 FT/FT 1 -8" HDPE 90° BEND, S 2. COAT INTERIOR OF MANHOLE 35 LF 8" PERF HDPE AT STATION SSA I +20 WITH SYSTEM 210 PER SPECIFICATIONS. SLP=0.00 FT/FT 235 235 1 -8" HDPE CAP EX IIST GR AT I E=220.00 Q OF PIPE 0 STA SSDI +00, LT 230 - - - , 230 50 LF 8" PERF HDPE AT SLP=0.00 FT/FT 1 -8" HDPE 90° BEND, S - - - _ 1_ -- 35 LF 8" PERF HDPE AT 225 - - T' - _ _ - 225 SLP=0.00 FT/FT 1 -8" HDPE CAP O - ` - - 0 IE=220.00 \\\ _ O3 STA SSDI +00 220 r 220 1 -8" HDPE TEE 8" PERF HDPE 1 .'11 - - I E=220.00 © © SLP=0.0061 FT/FT Q 0 STA SSD2+00 2 15 215 SSDI +00 SSDI +20 SSDI +40 SSDI +60 SSDI +80 SSD2+00 SSD2+20 SSD2+40 SSD2+60 SSD2+80 o 1 -8" HDPE 90° BEND I E=219.39 SITE SUBSURFACEDRA I N PROFILE SCALE: I "= 10' HOR I Z, I "=5' VERT O STA SSD2+46 1 -8" HDPE 90° BEND o IE=219. 12 N F- 06 STA SSD2+62 DAYLIGHT PIPE, CONSTRUCT OUTFALL 0_ N PROTECTION (3'x3.5') N SEE DET 2, SHT C- 12 ,r, 245 STA (1 +31 245 I E=219.00 0 41-1-4 PROPOSED FINIGR BY WORK LIMITS OF WORK LIMITS OF PACIFIC COMMUNITY CONTRACT W/ CW ' CONTRACT / POLYGON DESIGN AT OF PIPE `� N 240 /e 1 �- 240 o EXIST GR, SEE NOTE I I \i, - EXIST GR AT 0 6, I Q. OF PIPE -Q 235 235 1 %�i-�`i r�N�i��r�V'.i.41>>."\\\;32 7_ ?.___i�ir��r i '�'� _ > )'\s/r/A >,>/' 'D i�r cn .4 .cr - - - �y� w (NI230 fL _, - 230 �\/4 cK e / I _ __ __ 1 - 1 >, > ; 12" MIN OVERLAP OF (0 _ - - ri GEOTEXT I LE PUMP TATION 225 225 " s " rC �� ri; M I RAF I 140N WET ,WELL L.......1 30"SS0 DRA I N4 BFILL GRANULAR �r ►.G$\ �c ( �r' 1� \ rs-- GEOTEXT I LE (1) r � °' 30"SS 1 30 SS I i r 4 }1' i s G' 'si►O/ u I 37 LF ® �, 40 LF ® r24"SS J ,`4 ben ° '} o�%°�' i< o 220 20 LF ® -SLP=0.0135 FT/FT• SLP=0.0135 FT/FT 6 LF ® a�} i/ Q SLP=0.01 $ — 220 :jai r rri��r r SEE PROF ERE, THIS SHT SLP=0.0030 FT/FT ��. \</,<\47/>'//%0\ FT/FT ( 2' M I N I E=221 .30 STA SSA 1120 STA SSAI +57 STA SSA +97 SECTION 215 NEW 72" BYPASS MH NEW 72" SSMH NEW 60" SSMH 215 NOTE: a- SEE NOTE 2 R I M=240.00 RIM=240. 13 RIM=239. 17 I E 30" I N(W)=222.25 I E 24" I N(W)=223.29 L I . FROM STA SSD I +00 TO APPROXIMATELY STA o I E 30" I N(N)=221 .65 I E 30" OUT(S)=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 210 PLACED ABOVE EXISTING GRADE TO FINISHED a0 SSAI +00 SSAI +20 SSAI +40 SSAI +60 SSA I +80 SSA2+00 SSA2+20 GRADE. REFER TO GRADING PLAN AND SECTIONS. L H NOTE: PROFILE SSA SUBSURFACE DRAIN PIPE TRENCH 0 SCALE: I "= 10' HOR I Z, I "=5' VERT SCALE: N I S I . SEE NOTE 2, SHEET C-2. 0 i NOTICE SHEET VO D 1 DEB GNNED �Cb �4.44 P 44% _ __ - = MurraySmith&Assoaates'Inc. TervicesSITE SUBSURFACE DRAIN 81 v DAK CleanWatPROFILE & DETAILS &0 DRAWN 'VU; 7 , Engineers/PlannersC— I 0 ct IF THIS BAR DOES OREGON = — = Our commitment is clear. SANITARY SEWER TRUNK MAIN PROFILE xl NOT MEASURE 1" AS m9 40% -4, = _ _ _ _ _ _ _ 121 Si. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION 0 THEN NOT DRAWING TO SCALE IS CHECKED ��oqN V.os J� Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 27 of 89 o NO. DATE BY REVISION RENEWS 12-31-16 PROJECT NO.: 14- 161 1.204 1 SCALE: AS SHOWN 1 DATE: DECEMBER 2015 TOP HINGE SEE PLANS TRENCH I N - TRENCH OUT ( 180° SWING) " ROADWAY, OF ROADWAY DRIVEWAY I END, GATE OR BRACE POSTS TWISTED & BRACE POST TOP RAIL SAW CUT CORNER POST LINE BARBED PULL POST SELVAGE Waal' - - - - : - - - - - ion-was TOP RAIL ♦ " ' 12" TEE CUT G N POST GATE POST ♦%�♦�♦�♦A 1��i♦S CHAIN LINK FABR I Creg� -'i`♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦,��♦�, 0. . ;vv♦vvvvovv♦v�ovoovo�, ►♦♦♦♦♦ .: =a: aoo'.. ;a:.� 2.875" OD ♦♦D♦♦♦♦� ♦��•`�♦o ♦ ♦ ♦ ♦ ♦ �i♦ ♦ ♦♦•` ♦♦♦♦♦♦♦♦♦�♦�♦�♦�♦♦♦�♦♦�o�♦♦ ' ♦♦♦♦ WHERE SHO I CLASS 'B' TRENCH ❖. .•.,.•. ..•..e•. ='•o• ..•...• ♦♦♦ �� . ♦ ♦ ♦ ♦ .�- ♦ ♦ ♦♦ ♦♦ ♦ .�' ♦ • -I:: ♦♦♦ON PLANS BACKFILL TO FIN i :;: :: TB, SEE DET 3, �2 'A' V2 'A' 12 GV, FLG THIS SHT ---N,1-2111�=I 111= , i-I 111 I -n- I =1 1=1 11=1 I I- -III- r - 11- .. I i I-I 11=1 1=1 11=I I,- .. I _i I I i i-I�-i u- I '-6" x I '-6" x 6" THICK RECESSED HANDLE COVER 12" GV, FLGxMJ _f 11tll= _ =III-III=LI 1= If 11 -11 = - 11-1 = - - - - 1-111- 3000 PSI CONC RESTING W/°SEWER" CAST I N TOP SURFACE 12" D I SPL, FLG, ` �II PAD LENGTH AS REVD o. 12" D 1 FM _ v '11.1 '41�� '1�� MSS 1 /pip"/"/` ` + �`TOV 11= �� 111-11 i 1=II •I-1 1=1 I ITI I r I I -, II 11-1 I I Jh I Lrl I TI iI i LI I I • Oo°ro°o81 1�•0 �.0• RESTORE GROUND SURFACE �_ II,�) �II , PVCFM 1 _I1 II- yl " TO VALVE VAULT -, - 4" PLYWOOD OVER '"I !l• I CFACE OF BOLTS 0. { REVD TO BR I NG EXTENSION II I . I) TEE PLUGGED CROSS WYE PLUG OR CAP VALVE BOX TOP SECTION II I OPERATOR WITHIN I '-6" OF GRADE , 12" D I WYE, FLG it - II „ I IIF n - 1= ► ` -I I I 11- =1 I I III_I I 111 I- 1=6" PVC VALVE BOX BASE , II - 1 I� IIIf .�I- 11_,1111 yhIJI„III IIC ROCK GUARD(S) I W/EXTENSION AS REVD ♦ 12 GV, FLG II - 1 SEE NOTE i II C Ielm 'I i �� 1� '�4 TIO .,I 12" BEND,NG AD I U5 �I _ LSI 1r1� 00! I 90° 1T1=1Ti=l I I_I 1= I-,. I L=1 I '1=1L' TU I 6" MIN CR, '-' I VALVE II'�I =-0--- . IF I111�1 AS SPECIFIED AIL PLAN -111-I, A2 111-111 a yz" SST TAPPED PLUG IN TOP FLG BEND PLUGGED CROSS PLUGGED TEE ' ��L .+-*_' I EL=240.9+/- VALVE BOX, -\ II SEE DET 1 , = _ SHT o0 FIN GR BEARING AREA, 'A', OF THRUST BLOCKS IN SQUARE FEET °BEND, TEE t I //�\/\\/��/ /\\/ �\///��//\\/��//�/ PLUG OR PLUGGED PLUGGED BEND BEND BEND � 12" DI SPL, FLG, FITTING CAP CROSS ON RUN NOTES: z LENGTH AS REVD SIZE A A Al A2 A A A 4 1 .4 1 .9 2.7 1 .9 1 .0 1 . NO ROCK GUARD REQUIRED I F OPERATOR NUT EL=236. I +/- 6 2.8 4.0 5.6 4.0 2. I I i WITHIN 36" OF FINISH GRADE. WHERE DEPTH ) 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 ois d THAN 6'-0", INSTALL SECOND ROCK GUARD. TB, SEE DET 3, 10 7.3 10.3 14.5 10.3 5.6 2.8 1 .4 k % THIS SHT 12 10.3 14.5 20.4 14.5 7.9 4.0 2.0 _ )1 14 13.8 19.5 27.5 19.5 10.6 5.4 2.7 0 ��. ° I6 17.8 25.2 35.5 25.2 13.6 7.0 3.5 18 22.4 31 .7 44.7 31 .7 17. 1 8.7 4.4 Q VALVE BOX DETAIL o ELEVATION 20 27.5 38.9 54.8 38.9 21 .0 10.7 5.4 co SCALE: NTS CIPF 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' 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 e: D - oA4 2. ALL ABOVE GRADE BYPASS PIPING SHALL BE PAINTED SAFETY YELLOW. BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA=(TEST N :1• ��°6. , � PRESSURE/ 150) X (2000/S0 I L BEARING STRESS) X (TABLE VALUE). • •• iigiti . BYPASS ASSEMBLY STANDARD THRUST BLOCK DETA I LS 0 NI .. ;. SCALE: %2 - I -0 SCALE: NTS c1 r �0lt'° CI�•o1/c4 Ife �• iiii FIN GR 1`n- L 3D 1 o EL=233.50 o co 2' 2' TAPER TAPER c� - 0 on o `trdroc FIN GR f / / o I �. J. •. b •f /ui /. •, �'-�aesifss as.,=1 1,t.;_I �1 r ' 8 PVC 45 BEND o ��i01, foeltOr:rir ��:i0 9 I 1� �. ,• 1 .,� LYNCH TYPE Q • i o ,. 8" PVC SPL co •?.;% •1/4 :' j•.=1j•: o% %�• ' ' ig0t , �// `fig: z �•j%// o co CO PLAN \� 0N-165 sD \ -C - fro Qp� PQ 0 3D I � - VARIES, SEE PLANS 4" MIN 3/4"-0" \//\///\///' \>//� MIN 2% Q ICR COMPACTED o �o z BEDDING 2' SQ TO m EXIST GR CR, OPEN GRADED AGGREGATE PER PLAN 41 + WET PIPE ZONE & WELL -T.7-<,��...�. .� BF I LL MATL AS (I) ct SPECIFIED a- x " / �C nr) :1 `. vett -. a� �••1 j�.�i t 1•V ��/�� i•��lW wP ,-1 1,:It Ai41i`it`•1�i`•I �� •r. "I ` 1`2.. .�� • d . A�. s . R I �stUA 11 O v4%1A4 • 1 �, a *s •,,1�� • CLASS 50 R I PRAP - rrtesie:r +•... e..',•..� ••.{. • •..t• . � "n t % .� %; .4\ tve.,, „t 8 PVC 45 BEND / o ��• 41,4 - ..,r.,.. . .•.•f(: .. +( ., • .,. wea,ti ..,. .Nttim. ...4. 4Mf • .•.• •t • NOTES: +' • �� j'..1� ,•�~4,4i! -*k•^T ,-,il� *q ••4i*� .•• •?,,,,••.,.�.•. t • .x. •s'vra+••h Z*••.19.� • '.,l •~4i1, p 4.1:g 011• = Z J � �.• ti'1 `•1;•',�-�.•,•�•..��•.•�� •..`�t��•�t�•.�r•�. �•G:j,•'.�:�,�`;•�: .�•,`,�•�a�,,�•�.kSJ"t' .o.oL� - -4)-4 / °Si °o•1 •.�oocp�00L-ZAK)!MOso oo•aoo.Ioco.igoa z ;��' .,,,•o � z,. � M I RAF I 140N O o O o O°o• O°o O°o��0°o O°o O'o� ° O°o. o 1 . SLOPE TO WET WELL AS DIRECTED ON SHEET / / - ..iro:6-0 8.4�`ti. Q t± 6.:- T/� OoQ o0�o0-000 o02.O °Oo0 0 `bo0o..00 X00 000 C-3. INSTALL PER PLUMBING CODE. o \ �� .**4"7-•I..T'•e..L• I..x_il. •, GEOTEXT I LE o 0 0.` da- 0 og o %\ A 1/4 4 4 ',\ do''4 \ <//� X000 0000000��00o Ooc��' O OoO� � � . / / 4\4'4, i c�il� DCbA000 ^Oc'0 „Oct. RCO-nri It (in( i >n1Q)h IP-CH l^) ^� (.�, C M I RAF I R5180i GEOTEXT I LE AREA DRAIN6 v SECTION STONE EMBANKMENT FILL > SCALE: NTS C-2 1 9WcLLTAPROTECT ION 4 GRAVEL PARKING AREA DETA I L 0 15 SCALE: NTS co sr- NOTICE D S GNBED , �PII Ff% _ _ _ _ - Murrayith&Associates Inc SHEET •o o HCM/DAK $ 79401 -4) _ _ __ _ - - _ �' ' C1eanWater\ Services CML DETAILS - 2 C- DRAWN c _ __ II- Engineers/Planners Our commitment is clear. 12 X1 IFTHIS IMEASURE 1 DOES AS 9 ..° 4Q = _ _ _ _ _ = 121 S.R. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION o THEN DRAWING IS CHECKED e NE11.n 04 _ j NOT TO SCALE 4. 9Afl Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 of 89 NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14- 161 1.2041 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 IS 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 6" REQUIREMENTS. C-478 AND APPLICABLE PROVISIONS OF MIN t..- CAST I N PLACE OR 2. DESIGN LOADS: STANDARD DRAWING NO. 010. -` EPDXYED ANCHORAGE, GENERATOR & a. WIND LOAD: PER SHEET SI .O SURFACE SEE STRUCTURAL ENCLOSURE b. SEISMIC: PER SHEET S I .0 PER PLAN ASSEMBLY NOTES c. ALLOWABLE SOIL PRESSURE 2,500 PSI d. GENERATOR/ENCLOSURE WEIGHT PER MANUFACTURER AS REQ'D SEE 3/4" CHAMFER (TYP) e. GENERATOR/ENCLOSURE DIMENSIONS PER MANUFACTURER —4- —4 - . STRUCTURAL - STRUCTURAL NOTES 6" MAX - . c. SLP a .. 3. CONTRACTOR SHALL SUBMIT MONOLITHIC SLAB FOUNDATION AND • p ° a ANCHORAGE DESIGN, INCLUDING CALCULATIONS, TO ENGINEER FOR LL° / ;,, 7��I 4 ' �,5 REVIEW PRIOR TO FOUNDATION SLAB CONSTRUCTION. FOUNDATIONS AND :� d d" d • 4. ' //,,` • 0�0 ••• •• •=- wit wirer.4. . •- •.,s5 ANCHORAGE SHALL BE DESIGNED ACCORDING TO THE REQUIREMENTS OF ENCAPSULATED Cr � 8 ,. • •�t.�i�00 0 0�• 0 �. ® rips D• : 5" MINIMUM--w- -No-- Lp�pC •+• ec9&C 013 00 OPQ c9 ?)0a- :04° CURRENT STRUCTURAL CODES USING THE DESIGN LOADS AND GENERATOR RUBBER GASKET 11.;o �\ e00, . . • OorO • O , •. �8 OOOeollb oo` _. , tliS7_ D I MENS I ONS LISTED. AFTER ENG I NEER REVIEW CONTRACTOR SHALL \ \ \ \ \ o soppy \ SUBMIT DESIGN WITH CALCULATIONS TO COUNTY WITH BUILDING >\\\\\ er o �•.4o/o•.:.��.. \ \\ \\ \\ \ �� \\ \\ ,%\ °o0o•OoQ •• �Vs • \ < PERMIT APPLICATION, SEE SPECIAL TECHNICAL PROVISIONS FOR Q : . b p 0 i\!%�j\\%\\//\\// %\%\\%/`��/ /\/�\�/\\j\� \\/\\/\\j\� \\j/% PERM ITTING REQUIREMENTS. p A . >�\�j�\�j�,j�\�j j\,/ \�j\�j\ ` �jj\�j�\�j\; 4. CONCRETE SHALL BE STRUCTURAL CONCRETE, SEE SHEET S- I . 4. e 4 MIN 6" OF 3/4"-0" REINFORCED CONC PVC . o • COMPACTED CR FOUNDAT I ON, SEE 5. RE I NFORC I NG STEEL, SEE SHEET S- I I . PIPE a 1 /FT a o STRUCTURAL NOTE 3 SLOPE • N d • D• p : N SANDED BELL 4 '_ a • p o p fp -. PIPE ` A 0 FITTING 4- O.D. a • 4 GENERATOR FOUNDATION SLAB SECTION u „,, Q SCALE: NTS a o PVC SANDED BELL PIPE D O.D. p A oN °6° a. • Q . 16 ' 0 Q. . . .. a , : Q- ',°d • 4 „ N o '. a �1, . . . '. v a .• a • o a • a 6 MIN. \ 0 o 0 O o 0 o 0 0 0 0 \ , 00 pa°8S ° 0o 0o 0 ° o ° 0 0 000080 0 80080 °o ° O 0 O 0 ° O ° oCp$ I 4D °00 00 o0% 0 0 ° ° 0 00 cot 0°o 084% o CD o ° Doo O 0 ° o O 00 080 08 g °o O o o p ogo°8o0000° 6, KOR—N—BAND . • v O PO o ° ° 0 0 o 0 ° o -0 0°0°08 o 0° 3 0 . S'p STAINLESS INTERNAL •P a o 000 0 00 0 0 0 0°�a°o 0 0 0 0co o I- _/ - `_9 GRADE STEEL BAND . . NON-SHRINKING GROUT o 18• " TO 24” . a • CONSTRUCT CHANNEL I . 1 FOR CONCRETE PIPE I \ , �� AND SHELF IN FIELD o o ' GRADE INTERCEPT Illm3 » / ' f \12 . MINIMUM OF /4 -0 d- N 1 z'i`p/`� ///7///// ////////// MATCH EXIST PIPE i I MI 0 TRENCH PLUG — /�/� D, .r ' '` . / ROAD SECTION COMPACTED BASE ROCK I ' M CO TRENCH PLUG d • °� / of z w, FORM TRENCH FLEXIBLE p' c4 o N m 1 PLUG USING NOTES: CONNECTOR 4 '_ ' - u / PIPELINE /0 o BENTONITE I . CONSTRUCT TRENCH PLUGS WITH BENTONITE. CD CD / I :1111111111111 � `o � PIPELINE DO NOT USE TOPSOIL FOR FILLING BENTONITE. / -01 1:414 BOTTOM 2. TRENCH PLUGS SHALL BE INSTALLED I N K O R - N - SEAL BOOT I ` PIPELINE TRENCH ON SLOPED GRADES GREATER j • ��• OF TRENCH THAN 3%. APPROXIMATE LOCATION OF TRENCH BOTTOM PLUGS ARE SHOWN ON PLAN SHEETS. COORDINATE L- �i OF TRENCH EXACT LOCATION WITH FIELD ENGINEER. PIPE DIA a_ PLUS 2' TO 4' z ELEVATION SECTION PRECAST CONCRETE MANHOLE BASE CleanWaterCervices0 2 L - TRENCH DAM0DRAWING NO. 020 REVISED 05-07 Our commitment is clear. a) SCALE: +811= I '-0" 1 i NOTICE AMB NROFE� \ _ _ IncSHEET r 1 DESIGNED 0 ,te.IFIN ekt \ _ _ _ _ — Murray Smith&Assoaates,Inc, I HCM _ — __ = _ CleanWate\ Services CML DETAILS - 3 _ 0 C DRAWN ',� _ Engineers/Planners 3 �� aaco�l" — — _ _ - Our commitment is clear. iHISBARDOES o x T MEASURE 1" AS = 121 8.11. Salmon, Suite 900 PRONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION p EN DRAWING IS CHECKED — OT TO SCALE M. BAR- Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 30 of 89 NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14-1611.2041 SCALE: AS SHOWN ' DATE DECEMBER 2015 LOCATE FRAME AND COVER MI OVER LEDGE OF AT LEAST 12" IN WIDTH n 4111 ! LOCATE FRAME AND ° 4 ° °d ° ° COVER OVER LEDGE ° kNi 4 p,a, 8" IN. M BETWEEN talk KNOCKOUTS LEDGE BELOW LADDERSHALL BE AT LEAST D • 12 IN WIDTH -A <, ' . - 0 III dv ° Il• o INSIDE DROP BOWL ° MAXIMUM 27" FROM od :d o STANDARD FRAME AND COVER OR WI I I I I I I"vit ° ° IT" d TOP OF FIRST STEP — WATERTIGHT FRAME AND COVER. �� TO TOP OF CASTING IN SEE STD. DRAWING NO. 110—SA/ST • OR NO. 120 ■ SET FRAME IN NON—SHRINK ` 4 GROUT 111.1 NOTES: , r ' •D 1 . DROP BOWL AS MANUFACTURED BY nit�A��earreitrNOTES: v ` GRADE RINGS (2",4",OR 6") RELINER—DURAN INC. OR APPROVED EQUAL. FOR MANHOLE SPECIFICATIONS F I " SEE STANDARD DETAIL#010 cn 1 . ALL PRE—CAST MANHOLE SECTIONS SHALL CONFORM TO THE MAXIMUM 12 SET IN ° REQUIREMENTS OF ASTM C-478. NON—SHRINK GROUT 2. DROP BOWL TO BE SIZED PER MANUFACTURER'S RECOMENDATIONS ( INFORMATION AVAILABLE © 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY �..' En 0 Q RELINER.COM) OR AS REQUIRED BY DISTRICT O STRENGTH OF 3000 P.S.I. AND SLUMP OF 2" TO 4". .4 OR CITY. 0 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS 4. STANDARD ECCENTRIC MAXIMUM 12"SET IN NON-SHRINK SUCH AS KENT—SEAL NO. 2, RAM—NECK, OR AN APPROVED 0 �. 36" CONE 3. PIPE AND FITTING FOR DROP ASSEMBLY SHALL BE: —ip GROUT I— EQUAL CONFORMING TO FEDERAL SPECIFICATION SS—S00210. 0 DUCTILE IRON ANSI A21 .50-1 , AWWA C150-1 , 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. • AWWA C-900 OR PVC ASTM 3034 SDR 35. a 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A • MANHOLE AND CHANNEL DETAIL. Er- A 4. STAINLESS ADJUSTABLE PIPE BRACKETS AS - 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL ° , MANHOLE STEPS SEE ° MANUFACTURED BY RELINER—DURAN INC. OR REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. STD DRAWING NO. 100 APPROVED EQUAL. n 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) �'7 J MANHOLE SECTION (INFORMATION AVAILABLE Q RELINER.COM). 111 MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED • �--(VARIABLE 1'-4') oN ON 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 WITHOUT WRITTEN APPROVAL BY DISTRICT �_ 4" MAXIMUM CLEAR OF PIPE WALL. ? ° . OR CITY. PIPE TYPE 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24" L) SIZE, AND .4- FOR SANITARY CONNECTION AND 48" FOR STORM b c:=—Z) v . 6. WRITTEN APPROVAL BY DISTRICT OR CITY IS CONNECTION 1 CONNECTION. `o .' - 5" MINIMUM REQUIRED FOR DROP BOWL INSTALATION ON ePER o 1O.WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND . ` PIPELINES WITH A SLOPE OF 5% OR GREATER. . a SEE NOTE#1 _ PLAN,AS APPROVED (D' COVER SHALL BE USED IN ALL EASEMENT AND OFF E.T J °—j im° -a STREET AREAS. vi v - .. WATERTIGHT SEAL (- p c_- p . z PPE BRACKETS- 1 v f— 48"MIN. • s SEE NOTE#4 I °LENGTH I CC •p:_ J MINIMUM 12" LEDGE PIPE ; 1 (ONE REQUIRED) ° AS REQUIRED < a Po /1"/FT. SLOPE TYP. •• 2 MIN. FROM TOP OF 3'-0" MAXIMUM CV D PIPE TO MANHOLE 4 1 "" tl \ : ' SECTION ° v o 1 v PIPE. a PIPE a. D: t O D _ ° I � 45° BEND il .4 VARIABLE ° N DIA. Ell . . . j Q: a p 8> MINIMUM CONCRETE• d ° ° ° ° ° ° °° Q SMOOTH FINISH CHANNEL TO j 3/4 VERTICAL HEIGHT OF PIPE .. : . . . - ° ° ^° d a ° A lr'S12" MINIMUM OF 3/4'-0" COMPACTED ----- .; `- ` • 72• " MINIMUM ° BASE MATERIAL 0_ NOTES: CENTER CHANNEL IN MANHOLE o I . DO NOT INSTALL MANHOLE ZSTEPS ON ANY MANHOLE. L STANDARD MANHOLE INSIDE DROP MANHOLE W/BOWL CleanWater Services CleanWater L DRAWING N0. 010 REVISED 02-03 Our commitment is clear. DRAWING N0. 090 REVISED 5-07 Our commitment is clear. 1 CO i - -I- n(� SHEET NOTICE AMB ,t 9 NWT 1-_ — _ _ _-E----:= Murray,,Smith&Associates,Inc. 6, 0 h 1 DESIGNED C 4* _ _ — tv HCM I 79401 ! VI4E CleanWater� Services CIVIL DETAILS - 4 _IFtHlS BAR DOES = I O ,4ri, INr' Engineers/Planners Our commitment is clear. I XI NOT MEASURE 1" AS ��NF,,,zo�° �Q _ _ = — = = 121 S1. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION o THIN DRAWING IS CHECKED F� k, - - NOT TO SCALE M, BAPGS' Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 3I of 89 CDNO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14-161 1.2041 SCALE: AS SHOWN I DATE: DECEMBER 2015 Standard manhole frame and cover. See STW 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" N E a "• a - ff---25'' Notes: . -'r .': , .. • `r a ro 1 . All poured in place concrete shall have a ''C'' ;c.;� Steps forBars Precast 28 day ultimate strength of 4000 psi and Manhole see ate► a 2" to 4" slump. --- ! _ + o - --- r 2. All reinforcement shall have a minimum - - � Std. drawing a.� ,- ---- .. _;: 0 N �;-- ----- strength of 60,000psi (Grade 60 i, ° . ,� moo -;', *4, -- no. 100 yield ) • •ate 3. All precast joints shall be grouted or c o o••7 ' Tar---... ° •o, o o ;•., o �o .'o+ o, � 1� � O � d 1� 48" 5" rubber gasketed. po >�, E o /:.o' E min . 4. Sections and cone shall be in accordance a) a) / a ,, /,. • a. with ASTM C478. acn �<;•o: ;o.�` ,, • ��,;; :q. �� o 'Q \r\ F-- 4=41 4 . Fill \ . . / :' • ` � � „D„ Bars • � d� Af/ • Q Standard Top Slab see Std. Drawing No. 220 g. . dy d 7J — ° rin Standard Manhole Section (s) Precast Base Type 1 Precast Base Type 2 Precast Base Type 3 Cast—in—Place Base Lc_ - B(NIarrel Dia. -- See Std. Drawing no. 200, Type Type TypeType Ero and no. 210 Manhole T e 1 Manhole T e 2 Manhole 1 Manhole T e 2 m..43 Section - B Section - B' cNI .o MAXIMUM THROUGH PIPE SIZES „ „ „ „ — I � � 4x4 or 6x6 Concrete Collar C Barrel Dia. Max. Pipe Dia. - - around pipe connections. i s 60" 36" - U 72„ 48„ >—i--a alICE43 >w 84" 60" //A N.,.��.� Minimum between breakouts for pipes. 4„ 96" 72" ii I-L1e w , a� 108" 84" { \ oa) if p' \� NOTES: (Manhole Bases & Base Sections) 20 96" v - / �' At 1. Manhole Type 1 is continuous from bottom slab to 12" Ym ( � o N •� C above pipe breakout. o Break out manhole wall 2 minimum , 4 c "�.— 2. Manhole Types 1 & 2 may have either precast or -4 >, . maximum clear of pipe wall . Grout 1 0 I' cast-in-place base. N • co ,A i 3. Manhole sections shall be manufactured in accordance space with non — shrink grout and pour o -a V I� „ to the requirements shown on Std. drawing NO. 660 and a 4 x 4 concrete collar around pipe a, l ‘ it 670. "• " S connection . °' E ~� �A 4. Manhole Type 2 shall hove no joints between 1 ' above d- 12 0 U �.` �! pipe breakout opening and 2 below pipe spring line. 7 -�— '"- ..i—s 5. Manhole sections shall be manufactured in accordance 0 P- Slope 1 i with ASTM C76 or C478 except longitudinal (vert.) steel shall meet or exceed that shown on Std. drawing NO. ,-------- \ � 670. o Concrete Fill as Required. NOTEs: _ �-_ -� 0 I . DO NOT INSTALL MANHOLE STEPS Section - A 2 ON ANY MANHOLE. — Precast or Cast- in - place Standard Base Slab See Std. Drawing NO's. 180 and 190. L 0 z 0 LARGE PRECAST CONCRETE MANHOLE LARGE PRECAST CONCRETE MANHOLE - BASES CleanWater\ Services CleanWater E DRAWING NO. 160 REVISED 12-06 Our commitment is clear. Drawing NO. 1 70 REVISED 12-06 Our commitment is clear. I i 0 NOTICE 34 1 D S GN D ��\��NR°F�f% _ - __ _ _ Smith&Assoc' tes,he. SHEET 79401S. _ _ Murray+' iv DRAWN _ __= __ Engineers/ CleanWater Services CML DETAILS - s C- 15 IF THIS BAR DOES — — g Our commitment is clear. 01 NOT MEASURE in AS 9 �� lite �Q = = — - - = 121 S.YV. Salmon, Suite 900 PHONE 503-225-9010 p THEN DRAWING IS CHECKED e "E" t �, - — _ RIVER TERRACE NORTH PUMP STATION _ NOT TO SCALE M. BARS Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 32 of 89 6 NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14- 1611.2041 SCALE: AS SHOWN ' DATE: DECEMBER 2015 SEE SHT S-8 FOR WET WELL TOP SLAB PLAN AND DETS v Tw (Varies) ,,D" Tw (Varies) `� I Bars �-►14 ... - 1.• .. 1 1 /2"clr. Depth of Pipe o� a . L"E" Bars Tongue + 3/4" N VAR i ES, INSIDE WALL 4 . v d:- SEE SHT _ ° 1 1 /2"cl r. lTs Mt- Ts S-8 • ° Q • M ST IC SEAL WEI3/4 clr. CD Weld to I / 1 ° No. 4 Hoop 12"min. No. 4 Hoop N E 5 , 0 a/ a Bars min. Note: Wall to slab joint shall be grouted when Note: Grout not required for slab cast in of .. • °' slab is cast separately. contact with manhole section. N a PRECAST BASE SLAB TYPE 1 ** PRECAST BASE SLAB TYPE 2** - ,4 • . 0 ........; Tw (Varies) opiTw (Varies) Roughen contact surface 44: ' °• ° to 1 4" amplitude. tir •• N = (: MASTIC SEAL n / P ��` , lc- L . .- .� <. . . _� . ' :a,. 1.' OR GROUT 1 1 /2"clr. Horiz. Diameters - 2 • . PROFILE JOINT I m No. 4 Hoops i ot. Ts "F" Bars 1 1 /2"clr. 1 I NBASE UNI T 0 3" Clear I I , i_ , ,, 12'-0" ID I '- I " N _ 1- "D" Bars "E" Bars us- el Note: Expose hoop as required to weld dowels i I4'-2OD _ Q to hoop. Remove only enough concrete to T ` "E" Bars accomplish weld. Patch before casting base to s SECTION VIEW ensure no voids are present. CAST- IN - PLACE BASE i PRECAST BASE SLAB TYPE 3 ( OR PRECAST BASE TYPE 4) SIZE 60" 72" 84" 96 " 144 " MORTAR JOINT MANHOLE Type Depth* 0'-15' 15'-30' 0'-15' 15'-30' 0'-15' 15'-30' 0'-15' 15'-30' SCALE: NTS ED C° Ts 8.0" 9.0" 8.0" 9.0" 9.0" 10.0" 9.0" 11 .0" 1 1 D Bars #3@12" #3@12" #3@12" #4@10" #3@10" #4@11 " #3@9" #4@11 " 01 viEBars #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" 1 2 E Bars #4 @ 12" #4 @ 8" #4 @ 9" #5 @ 8" #4" @ 7" N0.5 @ 7" #4 @ 5" #5 @ 6" CC I Ts 7.0" 9.0" 7.0" 9.0" 8.0" 10.0" 9.0" 11 .0" 0 3 D Bars #3 @ 12" #3 © 12" #3 @ 12" #4 @ 10" #3 @ 10" #4 @ 11 " #3 @ 9" #4 @ 11 " 1 To E Bars #4 @ 12" #4 @ 9" #4 @ 9" #4 @ 6" #4 @ 8" #5 @ 9" #4" @ 7" #5 @ 8" Ts 7.0" 9.0" 7.0" 9.0" 8.0" 10.0" 9.0" 11 .0" 4 E Bars #4 @ 12" #4 © 9" #4 @ 9" #4 @ 6" #4 @ 8" #5 @ 9" #4" @ 7" #5 @ 8" n F Bars #4 @ 12 #4 @ 9" #4 @ 9," #4 @ 6" #4 @ 8" #5 @ 9" #4" @ 7" #5 @ 8" Q *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. Steel: fy =Grade 60 L 0 Z a LARGE PRECAST CONCRETE MANHOLE - TYPES CleanWateServices L CD E D A WI \ G \ 0 . 180 REVISED 12-06 Our commitment is clear. (0 SHEET NOTICE D s�B D ��NRO��ff% _ _ =_ - _ Marra smith&Associates Inc. HCM '�"°' - = - - - ' CleanWater\ Services CML DETAILS - 6 c 11 :* - _ - -_ = Engineers/Planners C- 16 0I IF THIS BAR DOES DRAWN . l o - - - - - Our commitment is clear. x NOT MEASURE 1" AS vie dot' 2cs@ <Q = - - _ _ = 121 Si. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION o THEN DRAWING IS CHECKED cf. Fa - - - NOT TO SCALE 4. BOG'' Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 33 of 89 d NO. DATE BY REVISION RENEWS 12-31-15 _ PROJECT NO.: 14- 1611.2041 SCALE: AS SHOWN 1 DATE: DECEMBER 2015 60" 0 Manhole Section NOTE: MAX. LONG. BAR SPACING IS 12" C. -C. -- - 1 Hoop - - - - _ 1 " Clr. min . typ. INVERT TO TW =5. 0" Tw = 6. 0" Tw =6. 75" --1---1--tcam Typ. 1 -- - I- I cam STREET GRADE OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. iiI I 1 I I I ;\ i� I I 1 1 I 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 _I �__ __1 �� ,'� I r;---;, i i _�_ __i �� TYPE 1 -,- I 1 rt- r_ I I r_ ` 24P- ..3,�T- 1 I r- \ 15 Ft to 30 Ft 0. 32 0. 18 0. 53 0.25 0. 19 0. 42 0. 22 0. 16 0. 36 �� L_ _ I __I _1._L_ 1_. I __L-1 \\ /7 ‘4c--I--tI I I L_1 `� / 1- ''I` r I I 1 1 I I \\ > / / I --I I \ 0 Ft to 15 Ft 0. 17 0. 15 0.28 0. 19 0. 09 0. 22 0.16 0. 08 0.20 i i ;-1---F--1---1--1---1--t- \ o �i 1 Clr. min . typ. --1--�--i r; \�I TYPE 2 I 25" Dia. \I 1 I I I 1 I I1 I " II 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 41--+--1---�--1 '- 1--+- i E I -N--+--1--4- 1 I I 1 / � f I 1 'C' Bars-1 No. 4 hoop req'd. for less than 2'-0" clr. between blockout and top of section . \ \� �� 1 I i r 1 I /11-1- \\ I --.�_r---1---4---"---r--r--1--t--r I -a--4--I - 1 i m \\ �\ 2 Hoops t yp -1---F---- T i NOTE: MAX. LONG. BAR SPACING IS 12" C. -C. \ 1 I I 1 1 I I I i \ I I i 72" � Manhole Section J__ 1 1 L_ 1 1 �_ / 'l__I _ I _1 I I I I � ifr / I I I � i INVERT TO Tw =6.0" Tw = 7. 0" Tw =7. 75" \`\ I -±-1.--t--1--"F-S-A,/' \ I --i--- --r--I-- I I 1 / , STREET GRADE OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. � \ ` I I I 1NN\4` I I I I 1 ,. 0 Ft to 15 Ft 0. 19 0. 19 0. 26 0. 17 0. 16 0. 22 0. 16 0. 14 0. 20 ,,,:b. .'�==i-1- ' - - TYPE 1 - - - - F 15 Ft to 30 Ft 0.33 0.28 0.58 0.27 0.23 0. 48 0.26 0.26 0.42 z - "A" Bars (Under) A Bars (Under) 0 Ft to 15 Ft 0.19 0. 13 0. 28 0.18 0. 15 0.23 0. 16 0. 17 0.28 O. D. Manhole O. D. Manhole TYPE 2 0 15 Ft to 30 Ft 0. 36 0.13 0.65 0. 29 0. 15 0. 52 0. 26 0. 17 0. 46 NOTES: TOP SLAB " A" TOP SLAB " B " 1 . All concrete shall have a 28 day ultimate 'C' Ba - 2 NO. 5 HOOPS 2" CLR. OF TOP OF MH BARREL REQ'D. FOR LESS THAN 2'-O" CLR. compressive strength of 4, 000psi. No. 5 hoops 1 " clr. min . rs 0 2 NO. 3 HOOPS 2" CLR. OVER PIPE BLOCKOUTS ) BETWEEN BLOCKOUT AND TOP OF SECTION. p gP 2. All reinforcement shall have a minimum C. 84" 0 Manhole Section NOTE: MAX. LONG. BAR SPACING IS 12" C. - C. yield strength of 60, 000 psi, (Grade 60). ``COM/ INVERT TO Tw = 7.0" TW = 8. 0" T,� =8. 75" 3. All lap splices shall be 24 bar diameters I- \ _ NI �, unless noted otherwise. i o STREET GRADE OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. 4. Add steps as required by Standard Drawing ,r 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" 11/2" clr. TOP SLA3 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 SLA3 " B " TOP SLAB " 3 " 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 2 REQ'D. FOR LESS THAN 2'-0" CLR. COVER DEPTH 2 NO. 3 HOOPS 2" CLR. OVER PIPE BLOCKOUTS S BETWEEN BLOCKOUT AND TOP OF SECTION. 0 96o " 0 Manhole Section NOTE: MAX. LONG. BAR SPACING IS 12" C. - C. 6 t0 12 4 - 0 to 7 - 0 7 - 1 to 22 - 0 INVERT TO Tw = 8. 0" Ti, = 9. 0" T =9.75" Size T " A" 3ars " B " Bars T " A " Bars " B " Bars T " A " Bars " B " Bars CI STREET GRADE OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. OUTSIDE I INSIDE ON CTR. 60" 8" No.5 @ 71/2" N0. 5 @ 71 " �� 9" 9" 12 " 9" 9" /2 12 No. 5 @No. 5 @No.5 @No. 5 @ 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 72" 10 " No.5 © 7" No.5 @ 7" 12" No. 5 @ 9" No. 5 @ 9" 12 " No.5 @ 7" No. 5 @ 7" 15 Ft to 30 Ft 0. 41 0. 26 0. 77 0.35 0. 30 0.66 0. 37 0. 27 0.59 TYPE 2 0 Ft to 15 Ft 0.26 0. 17 0.34 0.22 0. 19 0. 30 0. 20 0. 21 0.28 84" 11 " No.5 @ 7" No. 5 @ 7" 12" No.5 @ 6" No. 5 @ 6" 12" No.6 @ 6" No. 5 @ 7" 0 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 @ 6" 12 " No. 5 @ 6" No. 5 @ 6" 14" No. 6 @ 6" No. 5 @ 6" 0 'C' Bars- 2 NO. 5 HOOPS 2" CLR. OF TOP OF MH BARREL REQ'D. FOR LESS THAN 2'-O" CLR. 108 " N/A N /A N/A 1 2" No.6 @ 8" No. 6 @ 8" 16 " No. 7 @ 9" No. 7 @ 9" 2 NO. 3 HOOPS 2 CLR. OVER PIPE BLOCKOUTS BETWEEN BLOCKOUT AND TOP OF SECTION. PROVIDE MIN. LONGITUD. REINF. AS SHOWN, 1" CLR. OF AREAS ARE IN2/FT OF CIRCUMFERENCE AND MAY BE " " 7" 7" » 8" 8" INSIDE AND OUTSIDE FACES, OR AT CENTER OF WALL WELDED WIRE FABRIC, BARS OR A COMBINATION OF BOTH. 1 2 0 N /A N /A N/A 1 2 N 0. 6 @ N 0.6 © 16 N 0. 7 © N 0. 7 @ z LARGE PRECAST CONCRETE MANHOLE- LARGE PRECAST CONCRETE MANHOLE 0 LONG. BASE SECTION REINF. \ TOP SLABS F- CleanWater Services CleanWater Services L D P A WI f� G N 0 . 200 REVISED 12-06 Our commitment is clear. D AWI Nl G N 0. 220 REVISED 12-06 Our commitment is clear. I NOTICE DESIGNED �- PNs I % _ _ _ - _ - Marra Smith&Associates Inc. SHEET HCM �' 794 01 _ _ _ - _ ' CleanWater Services CIVIL DETAILS - 7 _ DRAWN ., _ _ _ --7,--_ _ Engineers/Planners C 1 7 IF THIS BAR DOESOur commitment is clear. xl NOT MEASURE 1" AS vo ooa 4Q = _ _ _ = = 121 S.H. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION 0 THEN DRAWING IS CHECKED ev4-A,NE n.2 �� _ - j NOT TO SCALE , gpgG� Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 34 of 89 o NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14- 1611.204 1 SCALE: AS SHOWN I DATE: DECEMBER 2015 I 3/4" SQUARE A A B B A ano A STANDARD CAST IRON NON-SHRINK GROUT FRAME AND COVER ❑ 11 ❑ DRAWING NO. 510 I Q ❑ V I a ❑ ❑ STANDARD MANHOLE M' r - — - — - =`j = = C s - - C �j GRADE RING I a ❑ rs. a ❑ p a. ❑ ❑ ❑ ❑ „,.T. D e e1�� d • a. alo —I-- A • <-1.. ' � b . D :M ° : v 4 MIN. �. Act T. so CIF- ° o ° a � FINISH GRADE ',��r `° e- ,e, a ,,, I ps- °e • D •. p ° ° 7/8" ., , o° WATERTIGHT PIPE PLUG „ ° ' `� WITH STOPS x- 10 De °- - . ~ G° Q°° v 0 •44 ° n°o- — � — _ I T4 °,°v ° °e •y° 0 - - - - - - - if p° •.p-^4.;I r_ 116 a • o ° o ' ° Dayto4D• PROVIDE 3/4"-O FOR A I 6" SECTION B — B o �I 1 2" MIN. CLEARANCE . • ;•� oa MINIMUM OF 6" AROUND 1 , his._ N t. o i . . `°�,�'°°4 'v° CLEANOUT1} ° 6,> ~ D D �I Lac � pdco ' °o MIN. 9" Q • oVt. • ° °4D°>9 : ,, pv \ ^� 18" INT- / eon9� • • p * dc a an _ t.p�o°ao SECTION A — A- 1" MIN. OVERLAP ° o ` p o° *c o v ' 0 4 \ C - • v V c.. M °° ••• l °° 'N a ° D ♦ c \ , l P— ' oa \ `n ° a NOTES: 00 �• r ° D n • 1 " LONG RECESSED. �` I ° a>'D n 1 . Y4" ALLEN HEAD BOLTS d;4" o 4o•,••e dde444.4:10>v4�\ o. a` • ° 2. ALL PERMANENT CLEANOUTS °eo• 4pq• �o > .-„ ,. .4 , -,,e. e Ooe° r Y' D' . q A ° ♦ v ' a ,• .. E ` 0 4 .p V ° D► vmoo° eP nDO°v a QD°a0 a a ° ` _ TO HAVE BOLT DOWN COVERS. 3. MATERIAL SHALL BE GRAY vi 'a 04.dea o; �d.h4pae04DV paC . VO / �° o Q ° o CAST-IRON, ASTM A-48, 0 • D ", °° CLASS 30. o 4 o D p O� °Q° Dv V 0 D :� p° 00 a •• ° • V D � • a ro o- C dA4 Q • , ei Q A4 o -. ° eo Deva o' b4 • 4. •Q .. • Va •d .a n • . p ° P �DO•aanVb N I A.: ' ' h4 00 d 4D oD•� D4 . .d.poa> � °e 4 v°•Do.°.a • • 4 • 0. • a • .4 . o . .d DC a � 'o44r, oaG CD A CONCRETE ENCASED„.. . > BOTTOM OF WYE 3/4 -0 FOR PLASTIC PIPE \-3/4"-0 .4fir _. ...... 0 NOTE:CONCRETEENCASE 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. 0 MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. 0 zo CLEANOUT FRAME 0 STANDARD CLEANOUT \\ CleanWater Services AND COVER CleanWater Services DRAWING NO. 500 REVISED 12-06 Our commitment is clear. DRAWING NO. 510 REVISED 12-06 Our commitment is clear. I co 1i - NOTICE AMB ��`p P _ _ _ IncSHEET 0 1 DESIGNED -, 9Nk _ _ _ f--- — = Murray Smith&Associates, ne ° 1.al HCM -_ _ __ _ = r CleanWater Services CML DETAILS - 8 _ I( - Engineers/Planners 1 8 a DRAWN �� YI,. ItA = _ _ _ = Our commitment is clear. IF THIS BAR DOES �^« G» �I aRl�a o00 x� NOT MEASURE 1" AS r ✓Ii tt gOgb 4Q - - - _ = _ - 121 S.R. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION o THEN DRAWING IS CHECKED F1 `�� — — NOT TO SCALE M, BAlr Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 35 of 89 6 NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14-1611.2041 SCALE: AS SHOWN ' DATE: DECEMBER 2015 PRE CAST 3/4' CONICAL HOLES (2) SANITARY COVER ONLY • III Q HEAT TAPE JUNCTION BOX & MOLDED FIBERGLASS ENCLOSURE, THERMOSTAT INSTALL ACCORDING TO MANUFACTURER INSTRUCTIONS. SECURE TO PAD WITH STAINLESS STRAINER , STEEL ANCHOR BOLTS. REDUCED PRESSURE o \ BACKFLOW PREVENTER 0 CN Y SANITARY '• PIPE SLEEVE, TYPICAL 24-3/4" 4" MINIMUM (TYPICAL) -� `4 6" THICK CONCRETE Q .1 2" -4PAD, WIRE MESH (6" SQUARE) REINFORCED 7/8" V// si r r sr r , i Al T tr) T Al______ w aa ELECTRICAL CONDU�I T L.wil22„ �. J z o 3'-0" MINIMUM BURY ro 27„ X o I " DIAMETER WATER SERVICE , reHil 25.> 41.‘"11 m Q I i 6" OF 3/4" MINUS CRUSHED fTO YARD HYDRANT ROCK, COMPACTED TO 95% 3 -� .7" MAXIMUM DRY DENSITY (STD u) J PROCTOR). w 1 /j2» /// i o I / o % 3 3" o 7 Leiii j I _ 23" 24-1/2" fir- 31" NOTE: .--- 0 I . WRAP EXPOSED WATER PIPE WITH HEAT TAPE r AND PVC COATED PIPE INSULATION. ..--- 0 NOTES: i 1 . SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS u 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. 0 4. NOTCH LID FOR LIFTING HOOK. SUBURBAN AND STANDARD 0o REDUCED PRESSURE MANHOLE FRAME AND COVER CleanWater Services BACKFLOW PREVENTER CleanWater Services CD Our commitment islOur commitment is clear. it DRAWING NO. 110 SANITARY REVISED 12-06 tment clear. DRAWING NO. 1011 REVISED 12-03 1 SHEET NOTICE AMB P _ _ _ T}� 0 DESIGNED �� =N$��% _ _ _ — = MurraySnuth&Associates,Inc. t� HCM 7940' - _ - _ _ _ - CleanWater Services CIVIL DETAILS - 9 �I DRAWN ?f o ,,� - _ _ _ = Engineers/PlannersOur commitment is clear. C— IF THIS BAR DOES X NOT MEASURE 1 AS 9e •�Nf,,.1o�° 4Q E _ = _ = - _ = 121 S.R. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION CD THEN DRAWING IS CHECKED F-(_ F� - - - i NOT TO SCALE M. BAAl' 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.: 14-1611.2041 SCALE: AS SHOWN] DATE: DECEMBER 2015 \\ NOTES: \\ ROOF I . PROVIDE ATTIC ACCESS. VERIFY LOCATION WITH OVERHANG ENG I NEER. 14'-8" /u1/-/VFD -,ti 7" RISE W/ 10" TREAD, TYP �-(FUTURE) VFD VFDO w — 4'-0" — -' — FIRE EXTINGUISHER co 1- �/ ° 771 — CRANE RAIL o Q ° .Ar ° a. I- N J I / I SPACE RESERVED FOR /L-IE- OWNER FURNISHED • DESK /w W - / A101.11"r • • _ / / J/ 1 N (01 I IvICC MCC MCC MCC f (A) (B) (C) ' (D) , MCP RTU _ _ _ ?0•000 c__ ) . m ' A. A 4. Q U DOWN io 1 3 2 ♦ A 7'-2" 6'-8" a 31-4" 71-611 ° I ,w T I I SECTION A SCALE: 3/8"= 11-0" - 0 281-8" 0 N Y PLAN V I EW AT CONTROL ROOM - DOOR SCHEDULE SCALE: 3/8„= I1-0” FRAME o NOMINAL ROUGH 4' NO. DOOR SIZE OPENING OPEN HARDWARE HEAD JAMB REMARKS cr o 01 3'-0"x7'-0" 3'-4"x7'-4" LHR GROUP I 4" 2" EXTERIOR INSULATED DOOR r 12" FORCE . f m -__7 MAIN 0 6'-0"x8'-0" 6'-8"x8'-4" GROUP 2 4 4 N EXTEDOUBRIOR INSULATED ° '° n ° .d. ° o c d d ° °a °a ° OR e O 3'-0"x7'-0" 3'-4"x7'-4" RHR GROUP I 4" 2" EXTER I OR INSULATED DOOR Qi < Iol a U 3 28'-8 I h " �� H p MATERIAL FINISH SCHEDULE o IX 1 ! , I 1 1 I I TEM FINISH COLOR REMARKS 1 s T `r I \ 41c, MANUFACTURED STONE VENEER WAINSCOT NO COATING SYSTEM BUCKS COUNTY LIMESTONE SIDING & BATTENS COATING SYSTEM 307 SW 7633 - TAUPE TONE TAUPE TONE aI I FASCIA & TRIM COATING SYSTEM 307 SW 7047 - PORPOISE TO MATCH GUTTERS & DOWNSPOUTS °dROOFING NO COATING SYSTEM COUNTRY GRAY ° '' a EXTERIOR ACCESS HATCHES NO COATING SYSTEM NATURAL ALUMINUM HATCHES o -- W [ ,--___., INTERIOR ACCESS HATCHES NO COATING SYSTEM NATURAL ALUMINUM HATCHES CD ---i 44 GUTTERS & DOWNSPOUTS COATING SYSTEM 101 SW 7047 - PORPOISE TO MATCH FASCIA & TRIM a I BLOCKOUT SOFFIT COATING SYSTEM 307 SW 7633 TAUPE TONE Q FIRE LOUVERS COATING SYSTEM 101 SW 6234 - UNCERTAIN GRAY FACTORY PRIME EXTINGUISHER a FLAT FACE SW 6234 ig_ DOORS I - 4 COATING SYSTEM 101 UNCERTAIN GRAY; PANELS SW FACTORY PRIME ,E 7047 PORPOISE INTERIOR WALLS NO COATING SYSTEM NATURAL CMU BLOCK, SMOOTH FACE o DOWN °Q GYPSUM BOARD CEILING COATING SYSTEM 304 WHITE z E— I I CONCRETE FLOORS COATING SYSTEM 305 NATURAL SEE SCHEDULE OF FINISHES IN P SECTION 033000 L. J PLAN V I EW AT BOTTOM OF VAULT SCALE: 3/8"= I '-0" -2 j NOTICE AMB AGED PROFS — —QJ DAK cc _ _ Murray= mith&Associates Ince SHEET LSR DSIGNEDgY ARCHITECTURAL FLOOR PLANC1eanWater Services DOES w o Xi NOT MEASURE 1" AS v, ✓6Nf 11 7.000 �Q = - = - - = _ - 121 S.�. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION p THEN DRAWING IS CHECKED Ci. F� — — - - NOT TO SCALE M, BARGE Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 37 of 89 6 NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: I4—I61 1.204 1 SCALE: AS SHOWN 1 DATE: DECEMBER 2015 A 06re6.,r8,0„100■0,,,80rrr0,r00808r.r0rr..rrSS,Ssrir. ' �, .rrSrrr6r.e68rr.rr 60.00r,066r,e600,er0r pr,r00006800110. 406 60r,r0,,er,11666„11688116.rr.11rer,.,rrlrrr.r,rrrr.rerrr. .rrrrrr. 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SEE SHEET A- 1 FOR BUILDING MATERIAL COLOR SCHEDULES. co 0 li NOTICE 1 DESIGNEDAS VS�� PF O _ - _ - Marra Smith&Associates,Inc. SHEET � p I Ng �/ 0 BAW 59853 @ _ _ _ CleanWater Services BUILDING ELEVATIONS _ DRAWN - _ _ - Engineers/Planners A 2 c IF THIS BAR DOES o:W,q, - - - - Our commitment is clear. xI NOT MEASURE 1^ JLH vy vat ow % _ _ _ ® _= _ 121 S.1<. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION a_ THEN NOT TRNMNG TO SCALES CHECKED �9FwgZp10 Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 38 of 89 6 NO. DATE BY REVISION RENEWS 6-30-16 PROJECT NO.: 14-1611.204 1 SCALE: AS SHOWN 1 DATE: DECEMBER 2015 n ROOF TRUSS, SEE STRUCT SHTS SHEET NOTES: • ° V a 44 ROOFING SYSTEM 12 ,�:�4 STYROFOAM INSULATION BAFFLE I . SELECTED STRUCTURAL COMPONENTS ARE OMITTED FOR CLARITY THIS SHEET. 12 n,,% SEE STRUCTURAL DRAWINGS FOR COMPLETE STRUCTURAL DETA I LS. BOARD & BATTEN / Q a _ °VENTED BLOCKING R-38 INSULATION SIDING 2. ROOFING SYSTEM SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS a ROOF SHEATHING, SEE ��'�� AND AS SPECIFIED. / 1 I STRUCT SHTS TRUSS BOTTOM CHORD ICE 8c WATER SHIELDCr / . . . . . . I x6 FIBER CEMENT TRIM frit /� , 5/a GYPSUM CONTINUOUS RIDGE VENTI " M I N a . II II II II IIS ' 1118 CMU WALL / , . f . BY ROOFING MFR PREFABRICATED WOOD 2x8 MET DRIP EDGE FLASHING �,� I x4 FIBER ` ` J 1�`' TRUSSES W/ BLOCKING a 2x8 FIBER CEMENT FASCIA --Nt CEMENT TRIM NOTE I i x4 TRIM ROD & SEALANT, • 4111 ' AB, SEE STRUCT SHTS `•` ROOFING TYP 6 MET GUTTER I EXTERIOR • - �/ 2x4 PRESSURE TREATED NAILER, 24" OC, GALV FRAME �� w o J /y� / fI ANCHOR FLAT TO WALL W/ Yz° MASONRY - o P 3x4 DOWNSPOUT / ,. - ANCHORS & S I MPSON LU HANGER, o COORD ANCHOR LOCATIONS W/ VERT FOAM INSUL FILL -' ~ , ¢ w = I 0 2'' 2" 2" ' > w v FIBER CEMENT SOFFIT PANEL In REINF, SEE STRUCT SHTS W/ CONTINUOUS VENT GALV DOOR W/ 11016,_. FOAM FILL INSUL _�`f /� 3/4" CDX ATTACHED TO NA I LERS �/ FIBER CEMENT VERTICAL W/ WEATHER RESISTIVE BARRIER 5" , l SIDING W/ FIBER CEMENT ON EXTERIOR BATTEN BOARDS OVER ALL IY2" RIGID INSUL BOARDS ROOF R I DGE II VERT I CAL JO I NTS AND AT BETW NAI LERS SCALE: I %2"= 1 '-0" HEAD 16" OC a MANUFACTURED 8" CMU UPPER WALL DETA I L 0 I- STONE VENEER SCALE: NTS TO 48" AFF , . aa liii (3) ANCHORS ■ a FRAME LOUVER W/ rim o PER JAMB ' 11 oa _� DOWNSPOUTWATERTABLE/SILL STONE FIBER CEMENT TRIM `" ■y2x4 PT BLOCKING FOR HEAD i mac , ,•� ° PROVIDE MFR RECOMMENDED FASTENING GALV RT JAMB SIM I ILAR 11 I�' 11 111111,02,/ KET TOEXTERIOR GAP & FLASHING BETWEEN � ANGLE BRACKETS ATTACH FLANGE AT HEAD, GALV FRAME 1 SUPPORT SILL STONE JAMB AND SILL PER MFR'S 2"® SIN LE DOOR WATERTABLE/SILL STONE ,_ RECOMMENDATIONS o ill (4" C� DOiLE DOOR) W oc w AND SIDING4w o I' 3/4" CDX ATTACHED TO f, / Q �w WALL MOUNT - ( NAI LERS W/ WEATHER o > w v DOWNSPOUT RESISTIVE BARRIER ON EXTERIOR INTERIOR \ FOAM ( NSUL FILL cncn FILTER EXTERIOR , GALV DOOR W/ 11111 "' T I GALV METAL LATH SEALANT . FOAM FILL INSUL i SCRATCH COAT & MORTAR i' SETTING BED JAMB IY2" RIGID INSUL BOARDS S I LL Ilia MANUFACTURED LOUVER, � BETW NA I LERS SEE HVAC DRAWINGS. DOOR SWEEP PER SPECS FR I1 SE,I LLNFDED LASH IHNGT METAL ON ARCH I NSTALL IELEVAT ONS o MAX Y2" HOT AL THRESHOLD, IMANUFACTURED I. 4 FILL VOID UNDER W/ SEALANT STONE VENEER CD 10 N TYPICAL LOUVER INSTALLATION <SD_ SCALE: NTS 1 II , . I, i _ �.� i. SEALANT W/ BACKER ROD IN JT _ FLANGED NEOPRENE SIKAFLEX- I5 LM SEALANT, OR APPVD EQ, CONTROL JOINT CONTINUOUS EACH SIDE SILL 1 cn CONTINUOUS VERTICALLY Y2" MIN 0 FIN GR r ar 'S- irr 41..., A EXTERIOR DOORS /��\\%\�i�\ , • (n p n ° a o - °. w SCALE: 3"= 1 '-0" - ,_. a o S C RAIN DRAIN - TILE ADAPTER ° a ° a SEE S SHTS FOR . //// r_." ° z TO FLOW-THROUGH PLANTER REINF AND 4111 QGROUTING DETS o Y2" MIN BACKER ROD a) co CMU CONTROL JOINT SEAL 6 LOWER WALL DETA I L n4 SCALE: NTS 1 SCALE: NTS - _ \......) co j NOTICE 8 = _ = _ _ _ Murray,Smith&Assoddates,Inc. SHEET AMB � PROfE' 0 1 DESIGNED t_ +GINS /, \ t Miliil DAK it 4 79401 = %jIt%j _ - CleanWater \ Services ARCHITECTURAL DETAILS — = Enginers/Planners A- 3 IF THIS BAR DOES � ( _ _ _ _ - Our commitment is clear. x NOT MEASURE 1" AS 9t ✓oNE„ tote ,4Q — — — - - — - 121 SI Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION p THEN DRAWING IS CHECKED cf. `� =._ — a. NOT TO SCALE M. BARGt Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 663139 of 89 6 NO. DATE BY REVISION RENEWS 12-31-15 . PROJECT NO.: 14- 161 1.204 1 SCALE: AS SHOWN I DATE: DECEMBER 2015 STRUCTURAL SHEETS: CONCRETE: SHEATHING: S-1 GENERAL STRUCTURAL NOTES 1 . ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS OF ACI-301 , "SPECIFICATIONS 1 . WOOD STRUCTURAL PANELS SHALL BE APA RATED EXPOSURE 1 PLYWOOD, AND COVERED IN DOC PS 1 AND S-2 QUALITY ASSURANCE PLAN AND NOTES / FOR STRUCTURAL CONCRETE FOR BUILDINGS". MIX PROPORTIONS SHALL BE PER ACI-301, METHOD 2 OR PS 2, UNLESS NOTED OTHERWISE. S-3 ROOF FRAMING, FOUNDATION PLAN, AND STRUCTURAL SECTIONS THE ALTERNATE PROCEDURE. SUBMIT MIX DESIGN FOR REVIEW BY STRUCTURAL ENGINEER FOR APPROVAL 5� S-4 STRUCTURAL SECTIONS AND DETAILS PRIOR TO CONSTRUCTION. 2. MINIMUM PANEL THICKNESS SHALL BE 1%2", OR AS INDICATED IN THESE PLANS. PARTICLEBOARD IS NOT S-5 STRUCTURAL CMU DETAILS PERMITTED. S-6 MISC. STRUCTURAL DETAILS S-7 MISC. STRUCTURAL DETAILS 2. STRUCTURAL CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: S-8 WET WELL TOP SLAB PLAN AND DETAILS 3. MINIMUM NAILING IS 8d©6" AT PANEL EDGES AND 8d©12" IN THE FIELD. ALL NAILS SHALL BE COMMON OR TYPE f'c SLUMP w/c AIR GALVANIZED BOX NAILS. BLOCKING IS REQUIRED WHERE NOTED ON THE PLANS. SLABS/FOOTINGS/WALLS 4,000 psi 1-3" 0.43 5% GENERAL STRUCTURAL NOTES: CONCRETE MASONRY (CMU): 1 . THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO SET MINIMUM STANDARDS FOR 3. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 5% (±) 1% AIR ENTRAINMENT BY VOLUME. AIR CONSTRUCTION. THE CONTRACTOR SHALL BE COMPLETELY FAMILIAR WITH THE CONTRACT ENTRAINMENT SHALL BE IN CONFORMANCE WITH ASTM C260 AND C494. 1 . CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90. THEY SHALL DOCUMENTS AND HAVE A COPY OF THEM ON SITE AT ALL TIMES. HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. 4. COLD WEATHER PLACEMENT SHALL CONFORM TO ACI-306. HOT WEATHER PLACEMENT SHALL CONFORM TO 2. FOR ANY PORTION OF THE CONSTRUCTION WHICH THE CONTRACTOR IS UNABLE TO ASCERTAIN ACI-305. MECHANICALLY VIBRATE ALL FORMED CONCRETE. DO NOT OVER-VIBRATE. PLACE CONCRETE 2. MORTAR SHALL BE TYPE M OR S WITH A MINIMUM COMPRESSIVE STRENGTH OF 1 ,900 PSI. THE REQUIRED CONSTRUCTION OR WHERE CONFLICTS EXIST, IT IS THE CONTRACTOR'S MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL CONCRETE FROM RESPONSIBILITY TO REQUEST ADDITIONAL INFORMATION (RFIs) AND/OR CLARIFICATIONS BEFORE PREMATURE DRYING. 3. GROUT SHALL CONFORM TO ASTM C476 AND SHALL BE EQUAL TO 2,500 PSI MIN. CONSTRUCTION. 5. CHAMFER ALL EXTERIOR CORNERS 1/2" UNLESS SHOWN OTHERWISE. 4. FOR GROUT LIFTS EXCEEDING FIVE (5) FEET, CLEAN OUTS SHALL BE PROVIDED AT THE BOTTOM OF EACH 3. ALL WORK SHALL BE IN STRICT CONFORMANCE WITH THE 2012 INTERNATIONAL BUILDING CODE CELL AND AT NO MORE THAN 32" APART. GROUT SHALL ONLY BE INSTALLED IN CELLS CONTAINING (IBC) AS AMENDED BY THE 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC). ALL BUILDING 6. SLUMP LIMITS MAY BE INCREASED BY ADDITION OF ADMIXTURES PROVIDED THAT THE WATER/CEMENT RATIO REINFORCING STEEL OR AS INDICATED IN THESE PLANS. NO SOLID GROUTING UNLESS NOTED OTHERWISE. ELEMENTS AND COMPONENTS NOT SPECIFICALLY DETAILED IN THESE STRUCTURAL CONSTRUCTION OF THE ORIGINAL MIX DESIGN IS NOT EXCEEDED. WATER REDUCING ADMIXTURE SHALL BE IN DOCUMENTS SHALL BE FABRICATED AND CONSTRUCTED IN ACCORDANCE WITH THE MINIMUM CONFORMANCE WITH ASTM494, USED IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. SUBMIT 5. UNIT STRENGTH METHOD SHALL BE USED TO VERIFY MINIMUM COMPRESSIVE STRENGTH OF MASONRY f'm = STANDARDS CONTAINED IN THE 2014 OREGON STATE STRUCTURAL SPECIALTY (OSSC) BUILDING ADMIXTURES TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. 1 ,900 PSI. CODE. . 7. CEMENT SHALL BY TYPE I OR II IN CONFORMANCE WITH ASTM C150. AGGREGATES SHALL BE IN 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE CONSTRUCTION. THE CONFORMANCE WITH ASTM C33. COARSE AGGREGATES SHALL NOT EXCEED %". WATER SHALL BE CLEAN MANUFACTURED CONNECTION HARDWARE: ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. AND POTABLE. 1. CONNECTION HARDWARE IS BY THE SIMPSON COMPANY OF SAN LEANDRO, CA. ALL STEEL CONNECTORS 5. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. METHODS, 8. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. GRADE 40 MAY BE USED FOR #3 AND SHALL BE GALVANIZED OR BY SOME METHOD MADE CORROSION RESISTANT, UNLESS OTHERWISE INDICATED. PROCEDURES, AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. SMALLER TIES AND STIRRUPS. DETAIL AND PLACE ACCORDING TO ACI MANUAL SP-66. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE 2. PROVIDE BOLTED OR NAILED CONNECTIONS FOR THE MAXIMUM CAPACITY UNLESS NOTED OTHERWISE. INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 9. UNLESS OTHERWISE NOTED, MINIMUM COVER SHALL BE 1 1/2" FOR #5 AND SMALLER BARS, 2" FOR #6 3. CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE EITHER POST HOT-DIP GALVANIZED OR 6. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD FOR THE STRUCTURE. AND LARGER BARS AND 3" WHEN POURED AGAINST EARTH. SUPPORT REINFORCEMENT WITH APPROVED STAINLESS STEEL. FASTENERS SHALL BE OF THE SAME MATERIAL OR PROTECTIVE COATING AS THE PROVIDE SHORING AND/OR BRACING WHERE LOADS EXCEED DESIGN CAPACITY AND WHERE CHAIRS, SPACERS, OR TIES. CONNECTORS, DO NOT MIX DIFFERING METALS IN THE SAME CONNECTION. STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. 10. PROVIDE MINIMUM 48 BAR DIAMETERS AT SPLICES. NO MORE THAN 50% OF REINFORCING SHALL BE SPLICED AT ANY LOCATION. UNLESS OTHERWISE NOTED, BEND ALL HORIZONTAL REINFORCING A MINIMUM MANUFACTURED ROOF TRUSSES: 7. CLADDING, WATERPROOFING, AND ARCHITECTURAL FEATURES ARE NOT PART OF THE STRUCTURAL OF 2'-0" AT CORNERS AND WALL INTERSECTIONS. DESIGN. ANY DEPICTION OF SUCH FEATURES ON THE STRUCTURAL DRAWINGS ARE NOT INTENDED 1. MANUFACTURED ROOF TRUSSES SHALL BE AT 24" CENTERS AND SHALL HAVE A MINIMUM OF A 2x6 TOP TO BE USED FOR CONSTRUCTION. REPRESENTATION OF SUCH FEATURES ON THESE DRAWINGS 11 . FORMWORK SHALL BE IN ACCORDANCE WITH ACI-347 "RECOMMENDED PRACTICE FOR CONCRETE MAY OR MAY NOT BE ACCURATE. REFER TO ARCHITECTURAL DRAWINGS AND/OR SPECIFICATIONS. CHORDS FOR WOOD TRUSSES. FORMWORK". FORMS SHALL BE DESIGNED BY THE CONTRACTOR. BRACING SHALL BE PROVIDED AS REQUIRED OR UNTIL THE CONCRETE HAS REACHED ITS SPECIFIED 28-DAY STRENGTH. ALL SHORING 2. TRUSSES SHALL BE DESIGNED FOR SPECIFIED ROOF LOADS. STRUCTURAL CALCULATIONS SHALL BE SEALED DESIGN LOADS: PER 2012 IBC & 2014 OSSC SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FORMWORK, SUPPORTS, AND SHORING SHALL BY AN OREGON LICENSED STRUCTURAL ENGINEER AND SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR PROVIDE FINISHED CONCRETE SURFACES AT ALL FACES: LEVEL, PLUMB, AND TRUE TO DIMENSIONS AND TO FABRICATION. 1603.1 .1 FLOOR LOADS: ELEVATIONS SHOWN IN THE DRAWINGS. DEAD LOAD SELF WEIGHT 3. MANUFACTURER SHALL PROVIDE BRACING, BLOCKING, HOLDOWNS, AND ALL ACCESSORIES REQUIRED FOR LIVE LOAD 125 PSF, LIGHT MANUFACTURING FAC. LOAD PROPER INSTALLATION. SOLID SAWN LUMBER: 1603.1 .2 - ROOF LOADS: 4. SHOP DRAWINGS SHALL PROVIDE PLACING AND ERECTION DIRECTION TO INSTALLER. CALCULATIONS AND DEAD LOAD 15 PSF 1 . STRUCTURAL LUMBER SHALL BE DOUGLAS FIR CONFORMING TO WWPA GRADING RULES. SHOP DRAWINGS SHALL USE COMMON IDENTIFYING MARKS TO FACILITATE SHOP DRAWING REVIEW. LIVE LOAD SEE SNOW LOADS STRUCTURAL STEEL: 2. MINIMUM GRADES ARE, EXCEPT AS NOTED OTHERWISE: 1603.1 .3 - SNOW LOADS: GROUND SNOW LOAD, Pg 25 PSF STRUCTURAL JOISTS & PLANKS - #2 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING GRADES, UNLESS NOTED OTHERWISE ON THE PLANS: . . FLAT-ROOF SNOW LOAD, Pf 21 PSF, USE 25 PSF MIN. (2014 OSSC) BEAMS & STRINGERS - #1 PLATES & BARS- ASTM A36 s SNOW EXPOSURE FACTOR, Ce 1 .0 POSTS & TIMBERS #1 0 SNOW LOAD IMPORTANCE FACTOR, Is 1 .2, CATEGORY IV - TUBES - ASTM A500, GRADE B (Fy = 46 ksi) ~ THERMAL FACTOR, Ct 1 .2 PIPES - ASTM A53, GRADE B N 3. DOUBLE JOISTS BENEATH ALL PARALLEL WALLS AND/OR PARTITIONS. HSS (RECTANGULAR) - ASTM A500, GRADE B (Fy = 46 ksi) 1603.1.4 - WIND DESIGN CRITERIA: HSS (ROUND) - ASTM A500, GRADE B (Fy = 42 ksi) ULTIMATE DESIGN WIND SPEED, Vult 130 MPH 4. NOTCHING IS NOT PERMITTED IN JOISTS, RAFTERS, BEAMS, LINTELS, COLUMNS, TRUSSES, AND BRACING W-SECTIONS - ASTM A992 to RISK CATEGORY IV MEMBERS. M/S/HP-SHAPES - ASTM A36 WIND EXPOSURE EXPOSURE COD 5. PRESSURE TREATED LUMBER SHALL CONFORM TO THE AWPA AND SHALL BEAR THE QUALITY MARK OF AN CHANNELS 8c ANGLES - ASTM A36 1603.1.5 - EARTHQUAKE DESIGN CRITERIA: ACCREDITED ALSC INSPECTION AGENCY. MINIMUM TREATING STANDARDS (RETENTION LBS./CU. FT) SHALL BE 2. WELD ACCORDING TO CURRENT AWS STANDARDS WITH E70XX ELECTRODES. RISK CATEGORY IV AS FOLLOWS: 4k SEISMIC IMPORTANCE FACTOR, Is 1.5 3. ALL STEEL EXPOSED TO WEATHER SHALL BE PAINTED OR HOT-DIP GALVANIZED, UNLESS NOTED OTHERWISE. SPECTRAL ACCELERATION, Ss 0.960 g APPLICATION ACQ/ACZA CA-B ABOVE GROUND 0.25 0.10 Q SPECTRAL ACCELERATION, Si 0.430 g GROUND CONTACT 0.40 0.21 4. ALL STRUCTURAL CONNECTION BOLTS SHALL BE ASTM A325, UNLESS NOTED OTHERWISE. HOOKED, HEADED, SITE CLASS D FRESH WATER IMMERSION 0.40 0.21 THREADED, AND NUTTED ANCHOR RODS SHALL BE ASTM F1554 (Fy = 36 ksi), UNLESS NOTED OTHERWISE. IO SPECTRAL RESPONSE COEFFICIENT, SDs 0.714 g IN GROUND (STRUCTURAL) 0.60 0.31 o SPECTRAL RESPONSE COEFFICIENT, Sol 0.450 g 5. CONTACT BLIWEEN DISSIMILAR METALS SHALL BE ISOLATED USING PHENOLIC OR OTHERWISE APPROVED SEISMIC DESIGN CATEGORY CATEGORY D SILL PLATES 0.25 0.10 ISOLATION HARDWARE. in SEISMIC FORCE RESISTING SYSTEM(S) SPECIAL REINFORCED MASONRY SHEAR WALLS 6. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH ACZA TO A MINIMUM - RESPONSE MODIFICATION FACTORS(S), R 5.5 RETENTION OF 0.25 POUNDS PER CUBIC FOOT BY ASSAY. FOUNDATIONS: N SEISMIC RESPONSE COEFFICIENTS(S), Cs 0.195 (STRENGTH) ANALYSISPROCEDURE GENERAL PROCEDURE, PER ASCE-7 7. NAILING SHALL BE IN CONFORMANCE WITH THE 2012 IBC UNLESS NOTED OTHERWISE. FASTENERS FOR 1 . GEOTECHNICAL REPORT WAS PREPARED BY GEOTECHNICAL RESOURCES, INC. OF 9750 SW NIMBUS AVE., PRESERVATIVE-TREATED WOOD SHALL BE OF HOT-DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, BEAVERTON, OREGON. PHONE: (503) 641 3478, DATED SEPTEMBER 11 , 2015 (THEIR FILE No. 5666). SILICON BRONZE OR COPPER. THE COATING WEIGHTS FOR ZINC-COATED FASTENERS SHALL BE IN THE CONTRACTOR SHALL BE FAMILIAR WITH THAT REPORT AND CONFORM TO THE RECOMMENDATIONS - ACCORDANCE WITH ASTM A-153. 5/8-INCH DIAMETER STEEL ANCHOR BOLTS & LARGER NEED NOT BE CONTAINED THEREIN. - GALVANIZED, UNLESS NOTED OTHERWISE. 01 2. ALL FOUNDATIONS TO BEAR ON GRANULAR COMPACTED ENGINEERED FILL, PER THE GEOTECHNICAL 8. PROVIDE STANDARD 3"x3"xY4" PLATE WASHERS UNDER ALL INTERMEDIATE ANCHOR BOLT HEADS AND NUTS AT ENGINEER'S RECOMMENDATIONS. GROUND IMPROVEMENTS SHOULD BE BASED ON THE GEOTECHNICAL a THE SILL PLATE. USE STANDARD WASHERS FOR ALL OTHER BOLT HEADS AND NUTS IN CONTACT WITH WOOD. REPORT AND SPECIFICATIONS. EXCAVATIONS FOR FOUNDATIONS SHALL BE OBSERVED BY THE GEOTECHNICAL v ENGINEER PRIOR TO PLACING OF CONCRETE FOR FOUNDATION. o 3. SOIL DESIGN CRITERIA, PER GEOTECHNICAL ENGINEER: I SUBMITTALS: 3.1 . SOIL BEARING - 5,000 PSF 0 3.2. 3S INCREASE ALLOWED PRESUMED CAPACITIES FOR SHORT TERM LOADS N THE SUBMITTAL LIST BELOW IS FOR REFERENCE ONLY, WHILE THE FORMAL LIST IS FOUND ON SHEET G-1. 3.3. SOIL PROFILE - D IITEMS INDICATED ON THIS SHEET MUST SPECIFICALLY BE REVIEWED BY THE STRUCTURAL E.O.R. 3.4. FRICTION COEFFICIENT - 0.45 THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD AND THE BUILDING OFFICIAL SUBMITTALS FOR 3.5. FOUNDATION WALLS3.5.1 . PASSIVE PRESSURE: 250 PCF a APPROVAL, PRIOR TO CONSTRUCTION, FOR THE FOLLOWING ITEMS: U / 1 . CONCRETE REINFORCING AND SHOP DRAWINGS 2. CONCRETE MIX DESIGN AND PROPOSED ADMIXTURES cDo N 3. CMU REINFORCING AND SHOP DRAWINGS 1 4. GROUT MIX DESIGN o �� 11/19/15 5. MANUFACTUREDTEELFRAMING TRUSS SHOPLDRAWINGS AND CALCULATIONS 6. STEEL FRAMING AND STEEL GRATING SHOP DRAWINGS AND MATERIALS 0 7. SEISMIC ANCHORAGE REQUIREMENTS FOR MECHANICAL EQUIPMENT N Peterson Structural Engineers, Inc. I 5319 S.W. Westgate Dr., Suite 215 Portland, Oregon 97221 (503) 292-1635 0 SHEET i NOTICE CO Jwv - -=_ = Smh&Assates Inc 0N. 1 DESIGNED y c;; Nett '. I _: -_ a - �eanWa�e� ServiCeS GENERAL STRUCTURAL NI- Engineers/Planners S - ' <"r' e II MI _ 1 a : B DRAWN = Our commitment is clear. TE / IF THIS BAR DOES ; °� a MN ria a a SII MI all• INF a NOT MEASURE 1" IA4"`•'F44Pm�+* - -' " 121 St Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION p THEN DRAWING IS CHECKED W ! N NOT TO SCALE WARD -- a - Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 663140 of 89 X NO. DATE BY REVISION EXPIRES 12/31/16 PROJECT NO.: 14- I61 1.2041 SCALE: I DATE: DECEMBER 2015 STRUCTURAL OBSERVATION REQUIREMENTS: 1. THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD OR AN ALTERNATE OREGON LICENSED TABLE 2 TABLE 5 PROFESSIONAL ENGINEER, APPROVED BY THE ENGINEER OF RECORD, TO PERFORM STRUCTURAL OBSERVATIONS IN ACCORDANCE WITH SECTION 1704.5 OF THE INTERNATIONAL BUILDING CODE. REQUIRED STRUCTURAL SPECIAL INSPECTIONS REQUIRED TESTING for SPECIAL INSPECTIONS INSPECTION TESTING 2. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM BY A REGISTERED SYSTEM or MATERIAL CODE Or STANDARD FREQUENCY` REMARKS FREQUENCY DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS AT IBC CODE REFERENCE REFERENCE' Continuous Periodic SYSTEM or MATERIAL IBC CODE CODE or STANDARD REMARKS SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL CONCRETE REFERENCE REFERENCE Continuous Periodic OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR ANY OTHER INSPECTION CRITERIA, INSPECTION OF REINFORCING STEEL, TABLE 1705.3 INCLUDING SPECIAL INSPECTION, AS REQUIRED BY THE BUILDING OFFICIAL OR AS INDICATED WITHIN THE ACI 318:3.5 TOLERANCES AND REINFORCING PLACEMENTPERACI INCLUDING PRESTRESSING TENDON,AND X GEOTECHNICAL INTERNATIONAL BUILDING CODE. PLACEMENT 1910.4 ACI 318:7.1-7.7 7.5;SPACING LIMITS FOR REINFORCING ACI 7.6 GEOTECHNICAL ENGINEER TO PERFORM ------------ ------------ 1803 X TESTING PER GEOTECHNICAL REPORT INSPECTION OF ANCHORS CAST IN TABLE 1705.3 TESTING OF COMPACTED FILL MATERIALS 3. DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER AND THE BUILDING OFFICIAL (AND THE CONCRETE WHERE ALLOWABLE LOADS ACI318:8.1.3 X ALL BOLTS VISUALLY INSPECTED - VARIES; MINIMUM_ _ ____-" '_._.. ._..v_ -- _ ENGINEER OF RECORD IF AN ALTERNATE ENGINEER IS USED FOR STRUCTURAL OBSERVATION). AT THE HAVE BEEN INCREASED OR WHERE 1908.5 ACI 318:21.1.8 FILL IN-PLACE DENSITY OR PREPARED PER IBC APPENDIX X BY THE GEOTECHNICAL ENGINEER DESIGN IS USED CONCLUSION OF THE STRUCTURAL WORK INCLUDED WITHIN THE PERMIT, THE STRUCTURAL OBSERVER STRENGTH1909.1 - SUBGRADEDENSITY J107.5 SHALL SUBMIT TO THE BUILDING OFFICIAL AND THE OWNER (AND THE ENGINEER OF RECORD IF AN TABLE ACI 318:3.8.6 TABLE ' ' INSPECTION OF ANCHORS POST-INSTALLED 1705.3 VARIES; ALTERNATE ENGINEER IS USED FOR STRUCTURAL OBSERVATION) A WRITTEN STATEMENT THAT THE SITEIN HARDENED CONCRETE MEMBERS°. AC1318:8.1.3 X 1705,6 CLASSIFICATION VISITS HAVE BEEN MADE AND IDENTIFY ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE 1909.1 ACI 318:21.1.8 1803.5.1 --_---_--.-_.---_--_.--- ---. _.___ .____._..._._ ______.-........__.___._ _..__.._...__�..__...__._ MATERIAL VERIFICATION AND TESTING OF X BY THE GEOTECHNICAL ENGINEER STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. TABLE 1705.3 CONTROLLED FILL 4. THE CONTRACTOR SHALL MAKE AVAILABLE ALL MEANS AND METHODS NECESSARY FOR THE STRUCTURAL VERIFY USE OF REQUIRED DESIGN MIX 1904.2 ACI 318:CH4 x MATERIALS OBSERVER TO PERFORM THE REQUIRED STRUCTURAL OBSERVATIONS. IN ADDITION, THE CONTRACTOR 19102 AC1318:5.2-5.4 CONCRETE SHALL NOTIFY THE OWNER AND STRUCTURAL OBSERVER A MINIMUM OF 48 HOURS BEFORE THE TIME AT 1910.3 TABLE 1705.3 AT THE TIME FRESH CONCRETE IS SAMPLED TABLE FABRICATE SPECIMENS AT TIME FRESH CONCRETE IS WHICH THE SPECIFIED STRUCTURAL OBSERVATIONS MAY BE PERFORMED. IN ADDITION THE CONTRACTOR TO FABRICATE SPECIMENS FOR STRENGTH ASTM C172 PLACED INSPECTION OF CONCRETE AND 1705.3 SHALL UPDATE THE STRUCTURAL OBSERVER OF THE CONSTRUCTION PROGRESS. TESTS,PERFORM SLUMP AND AIR CONTENT ASTMC31 X SHOTCRETE PLACEMENT FOR PROPER 1910.6 ACI 318:5.9,5.10 X TESTS,AND DETERMINE THE ACI 318:5.6,5.8 ONCE EACH DAY FOR AGIVEN CLASS OF CONCRETE,OR 5. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED FOR THE FOLLOWING AREAS OF WORK: APPLICATION TECHNIQUES 1910.8 TEMPERATURE OF THE CONCRETE 1910.10 1910.8LESS THAN ONCE FOR EACH 150 YDS OFCONCRETE,OR 5.1. FOLLOWING THE COMPLETION OF THE FOUNDATION SLAB FORMING AND REINFORCING, PRIOR TO THE ----- -- LESS THAN ONCE FOR EACH5,000FT2OFSURFACEAREA INFECTION FOR MAINTENANCE OF 170B5.LE ___._______ ___- FOR SLABSNVALLS.ONCE EACH SHIFT FROM IN-PLACE 5.2. FOLLOWING THE COMPLETION OF THE CONCRETE WALL FORMING AND REINFORCING, PRIOR TO FORM FIRST CONCRETE POUR. SPECIFIED CURINGTEMPERATRUESAND 1705.3 ACI 318;5.11-5.13 X TABLE WORK OR FROM TEST PANEL AND MINIMUM ONE TECHNIQUES SPECIMEN FOR EACH 50 CUBIC YARDS. ENCLOSURE AND FIRST CONCRETE POUR. 1910. CONCRETE STRENGTH 1705.3 ASTMC39 X ' 5.2. FOLLOWING THE COMPLETION OF THE ELEVATED SLAB FORMING AND REINFORCING, PRIOR TO THE INSPECT FORMWORK FOR SHAPE, - - - 1910.10.1 "PRECONSTRUCTIONTESTS ASREQUIRED PER THE LOCATION AND DIMENTIONS OF THE TABLE ACI 318:6.1.1 X SPECIAL INSPECTIONS APPLY TO SHAPE,LOCATION ANDBUILDING OFFICIAL" FIRST CONCRETE POUR. 1705.3 DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED 5.2. FOLLOWING THE COMPLETION OF THE WET WELL SLAB FORMING AND REINFORCING, PRIOR TO THE CONCRETE MEMBER BEING FORMED CONCRETE SLUMP ASTMCI43 x FIRST CONCRETE POUR. MASONRY LEVEL C QUALITY ASSURANCE CONCRETE AIR CONTENTASTM C231 X 5.3. FOLLOWING THE CMU WALL REINFORCING, PRIOR TO THE FIRST GROUT POUR COMPLIANCE WITH REQUIRED INSPECTION CONCRETE TEMPERATURE ASTMC1064 x 5.4. FOLLOWING THE COMPLETION OF A REPRESENTATIVE LINTEL, PRIOR TO GROUTING PROVISIONS OF THE CONSTRUCTION TMS 602: 1,5 X MASONRY 5.5. FOLLOWING THE INSTALLATION OF THE ROOF FRAMING AND HARDWARE, PRIOR TO SHEATHING DOCUMENTS AND THE APPROVED INSTALLATION. SUBMITTALS _ __.._ _ _ ASTM C62 __.. 5.6. FOLLOWING THE COMPLETION OF ALL STRUCTURAL ELEMENTS CONTAINED HEREIN. vEiilFicnnoNOFEmaNDF �PRIORTO ASTMC652 CONSTRUCTION AND FOR EVERY 5,000 TMS 602:1.46 X UNIT STRENGTH METHOD ASTM C652 SQUARE FEET DURING CONSTRUCTIONASTM C476 TABLE 1 VERIFICATION OF PROPORTIONS OF ___ ASTMC55 __._._.__..._._.._...__........_.__...._._._._._._...._.,..,..,..,,_.___..........__..___. REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS MATERIALS IN PREMIXED OR PREBLENDED• TMS602:1.58 x - ASTM C90 INS PECTION MORTAR AND GROUT AS DELIVERED TO THE (1)TEST PER DAY FOR 3 CONSECUTIVE WORK DAYS AT SYSTEM or MATERIAL IeCCODE CODE or STANDARD FREQUENCY REMARKS SITE THE START OF THE JOB. ONE TEST SHALL CONSIST OF 3 REFERENCE VERIFICATION OF SLUMP FLOW AND VSI AS MIA-INSPECTOR'S SPECIMENS. AFTER THE FIRST THREE TESTS,SPECIMENS Continuous Periodic DELIVERED TO THE SITE FOR SELF- TMS 602:1.513.1.b.3 X COMPRESSIVE STRENGTH OF MORTAR HANDBOOK SOILS CONSOLIDATING GROUTASTM 0780 FOR CONTINUING QUALITY CONTROL SHALL BE TAKEN ' GEOTECHNICAL INVESTIGATION SHALL INCLUDE ITEMS OF VERIFICATION OF SITE-PREPARED MORTAR, . • ONCE A WEEK,OR FOR EVERY 5,000 SQ.FT.OF WALL, GEOTECHNICAL INVESTIGATIONS 1803 SPECIAL INSPECTION AND TESTING AS NOTED IN TABLE 5 GROUT AND PRESTRESSING GROUT FOR TMS 602:2.6A X WHICHEVER IS FIRST. OF THE GUIDELINES BONDED TENDONS AT THE START OF GROUTING OPERATIONS,TAKE ONE PLACEMENT OF MASONRY UNITS AND TMS 602:3.3B X TEST PER DAY FOR THE FIRST THREE DAYS. THE TESTS VERIFY FOOTING BEARING CAPACITY AND MORTAR JOINT CONSTRUCTION SUBGRADE PREPARATION FOR FILLS X(a) VERIFICATION OF SIZE AND LOCATION OF MIA-INSPECTOR'S SHALL CONSIST OF 3 SPECIMENS. AFTER THE FIRST 3 TABLE GEOTECHNICAL STRUCTURAL ELEMENTS TMS 602:3.3F X COMPRESSIVE STRENGTH OF GROUT HANDBOOK TESTS,SPECIMENS FOR CONTINUING QUALITY CONTROL FILL MATERIAL VERIFICATION • 1705.6 REPORT X BY THE GEOTECHNICAL ENGINEER _ TYPE,SIZE AND LOCATIONEMOF ANCHORS, ASTM C780 SHALL BE TAKEN ONCE A WEEK OR FOR EVERY30 CU. X INCLUDING OTHER DETAILS OF YDS.OF GROUT OR FOR EVERY 5,000 SQ.FT.OF WALL, Co FILL PLACEMENT&COMPACTION ANCHORAGE OF MASONRY TO STRUCTURAL TMS 402:1.16.1 X WHICHEVER COMES FIRST. I- VERIFY MATERIALS BELOW SHALLOW TABLE MEMBERS,FRAMES OR OTHER TMS 402:1.2.2(e), - FOUNDATIONS ARE ADEQUATE TO ACHIEVE X(a) BY THE GEOTECHNICAL ENGINEER CONSTRUCTION 1705.6 • (n THE DESIGN BEARING CAPACITY - __ ____..__....__ M TYPE,GRADE,AND SIZE OF REINFORCING TMS 402:1.15 J VERIFY EXCAVATIONS ARE EXTENDED TO TABLE STEEL,ANCHOR BOLTS,PRESTRESSING TMS 602:2.4 X `-' PROPER DEPTH AND HAVE REACHED X W PROPER MATERIAL 1705.6 TENDONS AND ANCHORAGES TMS 602:3.4 O PLACEMENT OF REINFORCEMENT, TMS 402:1.15 O PERFORM CLASSIFICATION OF COMPACTED TABLE CONNECTORS,PRESTRESSING TENDON TMS 602:3.4 X FILL MATERIALS 1705.6 X AND ANCHORAGE TMS 602:3.6A PREPARATION,CONSTRUCTION,AND 1803.5.1 PROTECTION DURING COLD WEATHER 2104.3 TMS 602: 1.8C qk VERIFY USE OF PROPER MATERIALS, (TEMPERATURE BELOW 40°F)AND HOT 2104.4 TMS 602:1.8D X M DENSITIES AND LIFT THSES DURING TABLE X BY THE GEOTECHNICAL ENGINEER WEATHER(TEMPERATURE ABOVE 90°F) Q PALCMENTANDCOMPACTION COMPACTION OF 1705.6 GROUT PLACEMENT TMS 602:3.5 X COMPACTED FILL GROUT SPACE PRIOR TO GROUTING TMS 602:3.2D X 00 PRIOR TO PLACEMENT OF COMPACTED FILL '" _-__..__________. __ ____._....-__„_ _,____ _____._._ 1'r> TABLE PF:EPARATIOIVOFANYREQUIREOGROUT 2105.2.2 OBSERVE SUBGRADE AND VERIFY THAT X SPECIMENS,MORTAR SPECIMENS AND/OR TMS 602:1.4 X SITE HAS BEEN PREPARED PROPERLY 1705.6 PRISMS SHALL BE OBSERVED 2105.3 POST INSTALLED CONCRETE ANCHORS • O TABLE 6 SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT TABLE NAME,TYPE,AND DIMENSIONS,HOLE DIMENSIONS, ACI 318:3.8.6 \ REQUIRED SPECIAL INSPECTIONS for SEISMIC RESISTANCE INSPECTION OF ANCHORS POST-INSTALLED 1705.3 COMPLIANCE WITH DRILL BIT REQUIREMENTS, CO INSPECTION IN HARDENED CONCRETE MEMBERS°. ACI 318:8.1.3 X CLEANLINESS OF THE HOLE AND ANCHOR,ADHESIVE SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS 1909.1 ACI :21.1.8 EXPIRATION DATE,ANCHOR/ADHESIVE INSTALLATION, REFERENCE REFERENCE Continuous Periodic ANCHOR EMBEDMENT,AND TIGHTENING TORQUE N MASONRY a. WHERE APPLICABLE, SEE ALSO SECTION 1705.11, SPECIAL INSPECITONS FOR SEISMIC RESISTANCE I MASONRY STRUCTURES AND COMPONENT TMS 4021 ACI 530/ b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED in SHALL COMPLY WITH THE LISTED 2106.1 ASCE 5 X SOURCE IN ACCORDANCE WITH ACI 355.2 OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL O REQUIREMENTS DEPENDING ON THE SECTION 1.118 INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL 3 STRUCTURE'S SEISMIC DESIGN CATEGORY PRIOR TO THE COMMENCEMENT OF THE WORK. WOOD O CONNECTIONS FOR DIAPHRAGM CHORDS, c. FREQUENCY REFERS TO THE FREQUENCY OF INSPECTION, WHICH MAY BE CONTINUOUS DURING THE TASK LISTED OR PERIODICALLY DURING THE LISTED I COLLECTORS,BRACING,AND SHEAR WALL X ALL CONNECTIONS VISUALLY INSPECTED TASK, AS DEFINED IN THE TABLE. O ANCHORAGE AND HOLDOWNS d. REQUIRED FOR THE FIRST 5000 SQUARE FEET OF AAC MASONRY. 0 N I gcla 0 Q / O 0 N 1 ��E 11/18/15 N Peterson Structural Engineers, Inc. I 5319 S.W. Westgate Dr., Suite 215 •,4- Portland, Oregon 97221 (503) 292-1635 o NOTICE JWW i PRC1�F air a SIM � e�qq��pp�� Tn/� SHEET r DESIGNED yr soINE4•o S SS - &L117S11�1LRKN ill�r o ,� 1 7a2 eP&: 1 _; - - -, M . (`� \ •• QUALITY ASSURANCE PLAN I - I J W W •�r • - ' - i e aeallw er Se V ice d aT r a .0 -/ IF THIS BAR DOES DRAWN S. - - AND NOTES �� s OREGON t _ _ v_ leas/Haws Our commitment is clear. - 2 NOT MEASURE , M wP (Lit t m T" _ - _Mr - _= 121 S.11. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION p - THEN DRAWING IS CHECKED .c< WARD Ca -. _ „ ' ' N NOT TO SCALE a Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 41of 89 X NO. DATE BY REVISION EXPIRES 12/31/16 PROJECT NO.: 14- 1611.2041 SCALE: 1 DATE: DECEMBER 2015 Q 0 ROOF SHEATHING: ® ® 15%2" CDX w/ 8d NAILS ® 6" o.c. AT PANEL TRUSS SCHEDULE - 32'-0" - EDGES AND 12" o.c. IN MARK DESCRIPTION 1 '-0" 1'-0" 12- - - - ;++ THE FIELD. (BLOCKING 30'-0" REQUIRED) Ti STANDARD TRUSS T2 GIRDER TRUSS T3 HIP TRUSS 1 '-0" I T4 JACK TRUSS 1 I - _ - - - - i_ - - - - - -_ MANUFACTURED _ _ TRUSSES ® 24' o.c. T5 JACK TRUSS 2 T5 TadT4 T5_ T6 T6 JACKTRUSS3 T10 IT6 T10 12 CONNECTION PER T7 JACK TRUSS 4 DETAIL T8 JACK TRUSS 5 1 I S-6 T9 JACK TRUSS 6 T9 T911 OP T10 JACK TRUSS 7 1 r � 11. 1 T3 mir- T8 I I m ,111 T8 = 1 I I ABOVE LOUVERBEAM LINTEL CRANE BEAM INTEL NOTE: CRANE l '-O" PER © PER © VALVE VAULT DESIGN ASSUMES DRAINED T7 T7 ®SIM. ® CONDITION. T2 Ti Ti Ti Ti Ti T1 T2 I 17'-4" - 7'-0" -I BOND BEAM PER DETAIL Q ® #4 X to © 12" o.c. AROUND PERIMETER /T7 T7 I . 10'-0° ID 16'-0" 1 ”-0" VALVE VAULT CRANE RAIL. 8'-4" •I T3 T8 8" CMU WALL ® VAULT WALL PER END CONNECTIONS PER OF ALL OPENING, EXCEPT WHERE BEAM STIRRUPS ARE PER DETAILDETAIL© an WITHIN 2" CLEAR OF OPENING T9 _ #5 ® 12" #6 ® 12" VAULT WALL PER 3'-o"x4'-0"o.c., E.W., OPENING o.c., E.W., „7- DETAIL 5 R5O�OF SHEATHING: T10 ---\ 0g) 1._O.. TOP BOTTOMs-s SIM. 1 32” CDX w/ 8dNAILS T4 T5 T6 - - - _ I ® 6" o.c. AT PANEL �'✓i��i��,> �— �� —` /->y;A ��iv v EDGES AND 12" o.c. IN - - - _ - - - - - - - \ O • -� �� \D�i> \ \ �i i THE FIELD. (BLOCKING #5 ® 12" / REQUIRED) 1 '-0" `��` FOUNDATON WALL #6 © 12" O.C. E.W., � � PER DETAIL /� o.c. E.W., U N.OTYP., S10x25.4 PUMP STATION CRANE © #5 ® 12" \I (\ E.F., TYP. RAIL(BELOW). CONNECTIONS PER O.C. E.W., S s/ 10 -o" MANUFACTURED ® E.F., TYP., - .1. 8' 8" TRUSSES ® 24" D.C. Q ROOF FRAMING PLAN � N•o • 2" CLR 4'-0 ' 0 . t 1 0 t 12 ® 3/8" = 1 '—O" —3 ® • a - • 1 —4„ 127 CONNEDETAIL PER -c 3O'-0" 3„ CLR - - vvv vvvv,` t a 0 #5©16"o.c., VERT. „ „ %vj�Nj,iV`\/* } H CENTERED 4'-8 6'--8" 11 ' 4 3'-4' 4'-O" ;.�>� Y > >7 Co 18'-0" M 1 1 J N.-a. #5®16"o.c., VERT. SUBGRADE PER CIVIL in i i J\�' �'v0 J�p0�O O S O J O J II'ell 'e 1+ Ii YV 111` "°.°`a•°`o`:o"o o°OO a°`�`�"� �% //��///////�//// �.•:`••`•�•`"�: a.` :� CENTERED TRANSVERSE SECTIONSHEETS AND - p ` �a@ :poao��Q�J`.J��Qmo��".�` :J>�J` i/, ////i�V//�� / �"�J�op O`` \�\��`�• 11/_ oi 3`Ao•�oOa`.:OaO �: a.° @A:o? EA SPECIFICATIONS �1CONNECTION PER 1iDETAIL /1S10x25.4 VALVE VALVE VAULT WALLS 3/8" = 1'-0" -� �` jPUMP STATION VAULT CRANE (BELOW SLAB) 1 '-O" 8" CMU WALL S-6 42-8" j PCRANE OR NECTION I OPENING RAIL(BELOW SLAB) 4 -0 PER DETAIL ® LINTEL PER 111 Tar Q / ® — ® DETAIL o - - 10' 8" - - - DETAIL BEAM PER r el _ 4'-8" 10'-8" 10'-0" to VALVE VAULT CRANE I / I 2 -2 ® #5 ® 12" D.C. VALVE VAULT CRANE CMU WALL VALVE VAULT CRANERAIL I RAIL(BELOW). -- RAIL(BELOW SLAB). TO SLAB END CONNECTIONS PER E.W., E.F., 15' 6" i o Irl !� � TYP., U.N.O. (NJ CONNECTION CONNECTION — REINFORCING Q© PER 0 CONNECT CRANE PER © 8" CMU WALL _ PER DETAIL ®® VAULT WALL PER 1 I / RAIL TO BEAM 1'-6"x1 '-6" ® PER DETAIL © I DETAIL g 5 ® 12" _ OPENING 0 �— S-6 SIM. I o.c., E.W., S_6 SIM. C. ® / S10x25.4 PUMP PER 6 - 17'-4" / STATION CRANE S_7 ® — TOP #6 ® 12" 17 RAIL(ABOVE). - BEAM PER V) 7' 8" BO E.W., 1 TT DETAIL f �� BOTTOM rn �.,�� • p - - - - - - - - i -a 14'-0" 4' 0" CL r �ii� ! 1 '-6' _ / / ��.�� VAULT STAIR WALL %�% e . _t_ 1 '-o" p 1'-6"x1'-6" I /��/% /��/�� ate PER DETAILCi. j i eof 1 OPENING 1 :`; #5®8"o.c., VERT. :�� It-I1'-0" 4'-O' 0 / --.11111111111 CENTERED e FOUNDATION WALL 10'-0" 1 1 4 PUMP STATION LINTEL PER ® 12" . PER DETAIL CRANE RAIL FOUNDATION STAIR WALL -J� #68,-8' /8 —�I`- / CONNECTION DETAIL a 4'-8" I 3'-4' PER DETAIL ' 1 " CLR s-6 o / PER © ®SIM. a S-6 • D.C.o.c. E.W., . 0 ® / STAIRS �� 1 '-0' E.F.. TYP. I 1 I a =� 1 '-4„ 0 / at / r cV sr�` \a4.o...s. 1 '-4" 3" CLR s `— 1 0"`0`°°:o°\°`o` o"`o`a°`°oo "`"`a`o oo°.v` o.`". // ////////// //' i NOTE: v 4 \/, v \ ' SUBGRADE PER CIVIL �,>' 'Ni�� ' SLAB OPENINGS SHALL BE REINFORCED FSHEETS AND SPECIFICATIONS fes\\ ' � PER DETAIL 9 CC, �� 11/18/15 #5®32"o.c., VERT. 4'-0" CE®TERED' VERT. MP TRANSVERSE SECTION cV \ 18'-0" - N Peterson Structural Engineer:, inc. CENTERED MAIN FLOOR PLAN 1 5319 S.W. Westgate Or., Suite 215 ® 3/8" = 1'-0" Portland, Oregon 97221 (503) 292-1635 0 • C1 U; SHEET I- NOTICE 1V\I '` moi, — `- = Nesmith&Associates IIlC r DESIGNED FNGI,GINE,„? 0 1 24� r 7.24•PE, I _ � ` ROOF FRAMING, FOUNDATION PLAN, • _ - =Pala w �7CIV1 1 I — I Liww • - — - — — - can r ces .CrDRAWN • „/C-r:-""" - _ AND STRUCTURAL SECTIONS IF THIS BAR DOES ; = C C Our commitment is clear. NOT MEASURE 1" IAWP sk'w'a lmse . . = = 121 St Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION p THEN DRAWING IS CHECKED WARP N NOT TO SCALE Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 42 of 89 NO. DATE BY REVISION EXPIRES 12/31/16 PROJECT NO.: 14- 1611.2041 SCALE: I DATE: DECEMBER 2015 - 30'-0" -' — 30'-0" - ROOF SHEATHING: ROOF SHEATHING: // . 15%s2" CDX w/ 8d NAILS / 1%2" CDX w/ 8d NAILS ® 6" o.c. AT PANEL ® 6" o.c. AT PANEL EDGES AND 12" o.c. IN EDGES AND 12" o.c. IN 12 THE FIELD. (BLOCKING 12 THE FIELD. (BLOCKING 12 REQUIRED) 12 REQUIRED) CONNECTION PER � _ : ,.y DETAIL a ANOMIE � Ir U Li BOND BEAM PER t t --i DETAIL Q 7'-O" - 18'-8" CRANE RAIL MANUFAC ® -17 CONNE CONNECTIONS PER a& a TRUSSEST® 2D4" o.c. CRANE RAIL. 2 DETAIL CTIaON PER Tr 8" CMU WALL ® MP ® U�-T CONNECTIONS U MANUFACTURED S-6 74/- / PER DETAIL ® - PER ®& ® — TRUSSES 24" o.c. 10'-O -. 28'-8" 10'-O" BOND BEAM PER — CONNECTION PER — —f DETAIL a — DETAIL �-T �--�T S-6 l U CONNECT BEAM TO CONNECT VALVE VAULT CRANE RAIL ® VAULT WALL PER U ® U WALL PER TO THIS BEAM PER DETAIL 6 CONNECT BEAM TO DETAIL 5 VAULT WALL PER 1 s ® WALL PER /sem \6-62 _ 8" CMU WALL DETAIL VAULT WALL S-6 #5 ® 12" s-s PER DETAIL 0 CMU WALL TO SLAB REINFORCING #5 ® 12" PER DETAIL ( 5) o.c., E.W., �� Jo VAULT WALL PER �� , PER DETAIL © o .,S --N.s. 1 /// TOPTP 11 • • • • • • �• • • < • • • Y • • a •.• a a •O • •<' a a a a a a 4 !� _• e � '• 1 '-6" o.c., E.W., • 2 • • • • 1 ' g' 1 BOTTOM • • BEAM PER ETie- �---1 -I #6 ® 12" DETAIL a I----- I I~ 4'-O" o.c., E.W., BEAM PER BEAM PER ® #5 ® 12" #6DETAILPER BEAM PER ® 12" FOUNDATION WALL DETAIL 1'-O" DETAILO 1'-0' BOTTOM 1 '-0, o.c. E.W., DETAIL o.c., E.W., 1 '-O" 0 PER DETAIL #5 © 12" o.c. 0 10'-0" BOTTOM ® 10'-0" E.F., TYP., -J`- O E.W., E.F., ® #6 CO 12" FOUNDATION WALL CO THIS BEAM PER DETAILR s #6 E.W., U.N.O -•I`- ® -J`- -J - CONNECT VALVE VAULT CRANE RAIL #6 © 12" --NI'TYP., U.N.O. o.c. E.W., PER DETAIL . 2" CLR 2' CLR il • 1 ' 0" E.F., TYP. S-6 FOUNDATION WALL • • 1 '-O" ® E.F., TYP. 7 t , + , PER DETAIL //g -�` , , + , 1 , .-111-1- � • • • • • • • • • • • • • • • • • • • •� • • • • ! • • `�y� "• J. t • • • y_!.a 3" CLR 3" CLR �i_ � = SUBGRADE PER CIVIL I L / / __ SUBGRADE PER CIVIL �� SHEETS AND SPECIFICATIONS NOTE: SHEETS AND SPECIFICATIONS 30'-8" I VALVE VAULT DESIGN ASSUMES DRAINED 1"-O" LONGITUDINAL SECTION sACONDITION. Co #4 X 1 © 12" o.c. AROUND PERIMETER LONGITUDINAL SECTION B 3/8" = 1'-0" �-4 1"-O„ 3/8" = 1 '-O" S-4 . . 1 '-0" 1 '-O" OF ALL OPENING, EXCEPT WHERE BEAM STIRRUPS ARE U 28•_8•• 1 '-0" WITHIN 2" CLEAR OF OPENING 3 F I 1 o28'-8" 1 N - • - - - - - r —i CD #5 © 12" i Qj o.c. E.W., 5 © 12" 1 '-4" CONCRETE SLAB W/ VALVE VAULT CRANE RAIL E.F. # • #6 © 12" o.c. E.W., E.F., CONNECTION4'-0" o.c. E.W., NP. PER 0 E.F. lar y 00 O . #5 © 12" 7. . too.c. E.W., 510x25.4 VALVE i VALVE VAULT CRANE RAIL ,- E.F. VAULT CRANE RAIL CONNECTION o PER NI\ 16' O" I 18'-O" . . . . °------- COORDINATE BASE BEND * I PAD PER 2/M-5 I4 4 4 b TYPICAL HOUSEKEEPING En , PAD PER 0 v NOTE: ' ' o LAP REINFORCING = 48 db MIN. O . . . I o N I . . •zi' #5 © 12" #5 © 12" o.c. E.W., #6 ® 6" #5 ® 12" o.c. E.W., . .I . ._0•• - 4 - r• EN1-- [ 15'-0" I 5'-O" i I `r F 30'-8" 1 Lr'511 11/18/15 VALVE VAULT WALL PLAN 1 N Peterson Structural Engineers, Inc. BOTTOM SLAB PLAN I 5319 S.W. Westgate Dr., Suite 215 3/8" = 1 '-O" S-4 2 NI- Portland, Oregon 97221 (503) 292-1635 S-4 F NOTICE • :!P T u; �(�(+/�/�q+� Tn J IN VV motC �� &Associates Inc• SHEET rrAC r 0 , DESIGNED ' tweet . _. _ _ . STRUCTURAL SECTIONS • f OS == _ _= 1 C�CS/P IlIl�S CleanWaber Services s _ 4 DRAWN ....._.,_.,r ,,, - AND DETAILS _ IF THIS BAR DOES ; °�0a' �' C Our commitment is clear. id- NOT MEASURE 1" PECK (1/21t°6111, w•a. , _ _ ° _ _= 121 SI Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION p THEN DRAWING IS CHECKED w N NOT TO SCALE ' Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 43 Of 89 X NO. DATE BY REVISION EXPIRES 12/31/16 PROJECT NO.: 14- 1611.2041 SCALE: 1 DATE: DECEMBER 2015 SOLID GROUT LINTELS EXTEND LINTEL AND BOND BEAM lilt BOND BEAM AT TOP ABOVE OPENINGS REINFORCING 48bd PAST WALL OPENINGS -- E $ RIZ. D bd OR OF WALL (TYP.) PER © OR PROVIDE STANDARD HOOK AROUND VERCALREINFORNG BEYOND OPENING Illi / i // , / % / �/ lar / BOND BEAM VERTICAL REINFORCING �/ REINFORCING #5040" o.c., CENTU N�O. j I/ . / /// 11 (2) #5 TOP PER ask Mr (SEE PLAN ON SH. S-3) / / I I'/ / V, /I / . 1 I /, '/ / . / 3" / � j III MAX. #5 SHEAR TIES AT 8" o.c. \/ / ." ��I / / lj/L / ./ i " ' / I 'V I / / "�//� � PROVID90'E 180 HOOK ATBOTTOM HO" i • / d 11'1 EXTEND 48bd ABOVE) VERTICAL REINFORCING 2'-8" 48b AT CORNERS SOLID GROUT liii VERTICAL REINFORCING / 91 / ," PER / HORIZONTAL REINFORCING f , „ j (2) #4040" o.c., EDGES. / 48bd , / // / 11111 BOND BEAM PE'Q LAP MAX. ®� 917 (TYP.) (2) #5 BOTTOM CORNER BARS x E.F. 48bd / TYP . CMU LINTEL DETAIL AT BOND BEAMS ® 48bd / LAP / / _ � BOND BEAM AT BOTTOM 1 - 1 -0' OF WALL (TYP.) / / / / / /. / / / // / CMU WALL CORNER DETAIL 1" = 1 '-0" .-5 INSTALL ADDITIONAL HOOKED DOWELS TO MATCH INSTALL REINFORCING AT BOND BEAMS AT VERTICAL WALL REINFORCING SIDES OF OPENINGS FULL BOTTOM OF OPENINGS SIZE & SPACING, U.N.O. WALL HEIGHT PE'© MINIMUM 12db HORIZONTAL HOOK WY TYPICAL CMU WALL SECTION NOT TO SCALES-51 s 0 X) 1— in PROVIDE STANDARD HOOKS AT g HORIZONTAL REINFORCING AT CONTROL JOINT JOINTS,BEAMST AT TOP AND SHALLBE CONTINUOOUS PROVIDE CLOSED END v) VERTICAL BOND O REINFORCING BLOCKS AT CONTROL JOINTS (TYP.) of PER , 4k ® DETAIL NOT USED qk M (2) VERTS AT WALL ENDS & JAMBS i/ Immememommemisemmermirmagessumenmeammomm aiii • i =IP SlbmrShmnmdISPPPPI• air ad! ...40. 0..... am lifr E!!!!! oo 1111 'EWA 110.11§ 1111 I • It ro BOND BEAM REINFORCING LOUVER LINTEL DETAIL o a PER Q CORNER BARS x V E.F. ® 1" = 1'-0" • VERTICAL REINFORCING AT __\ / AT BOND BEAMS VERTICAL REINFORCING O EACH SIDE OF INTERSECTION }' 48bdPROVIDE (1) 16" LONG SMOOTH DOWEL TO AT EACH SIDE OF ® � �� s ®� MATCH SIZE OF HORIZ. REINF. ACROSS CONTROL JOINT O e JOINTS AT EACH BOND BEAM. PREVENT VERTICAL CONTROL JOINT, - MI III 11.IliW VERTICAL REINFORCING BOND BETWEEN DOWEL AND GROUT WITH OMIT MORTAR. SEE �. �� lill PER GREASE ELOR TO ALLOWSTIC SLEEVE. MOVEMENT.APALL Q ARCHITECTURAL SHEETS ® 1 " JOINT FOR SEALING DETAIL La 7 STD HOOKSi �LP 1VERTICAL REINFORCING #4040" o.c. E.F. IIII PER f - • ® PROE: 111 PROVIDE CONTROL JOINTS AT INTERVALS o BOND BEAM NOT TO EXCEED 40'-0" OR (2) TIMES of REINFORCING -- THE WALL HEIGHT, UNLESS SPECIFICALLY O PER o1111 BOND BEAM UNIT NOTED OTHERWISE. CONTRACTOR SHALL N I t® COORDINATE LOCATION OF JOINT WITH STRUCTURAL ENGINEER v/ inn 0 U Q g/ CMU WALL INTERSECTION DETAIL ® JAMB OR END OF WALL DETAIL BOND BEAM DETAIL CMU CONTROL JOINT N 1" = 1'-0" 1" = 1 '-0" 1" = 1'-0" S-5 1" = 1'-0" S- .1 11 p _ 11/18/15 N Peterson Structural Engineers, Inc. I 5319 S.W. Westgate Dr., Suite 215 d- Portland, Oregon 97221 (503) 292-1635 oT NOTICE CD JWW — . M��rraySmith&Ass ates Inc _ 0 h 1 DESIGNED y_", 712 /; : C d _ - - e . STRUCTURAL CMU I — 1 JWW 3 /i' _ _= _ — ° Engineers/Planners C1eanWater Services S — 5 DRAWN ' EGON - - . DETAILS- / IF THIS BAR DOES Q °� S S SSIIIII IMF MS Our commitment is clear. d NOT MEASURE 1" MWP '.Ye It •a 27 = o — _ 121 Si Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION p THEN DRAWING IS 'Cj j NOT TO SCALE CHECKED wgRp - Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 44 of 89 X NO. DATE BY REVISION EXPIRES 12/31/16 PROJECT NO.: 14- 1611.2041 SCALE: I DATE: DECEMBER 2015 12 2x BLOCKING OVER MANUFACTURED ROOF 12[ MANUFACTURED INTERIOR CMU WALL SIMPSON HTC4 CLIP TRUSSES © 24" o.c. © 24" o.c. OR © 24" o.c. ROOF TRUSSES TRUSS BOTTOM ROOF SHEATHING: CHORDS 15/2 CDX w/ 8d NAILS 2x BLOCKING 48" SIMPSON HTC4 2x BLOCKING MIN OR 06" PANEL EDGES AND o.c. MAX (TYP.) CLIP 0 24" o.c. 2x TRUSS BOTTOM CHORD 012" IN THE FIELD (BLOCKING REQUIRED) !Ala BOUNDARY - 1/2" NAILS HGAIOKT CLIPS AT MIN. EACH TRUSS 1I A35 CLIPS 024" o.c. } 7 \ CEILING SHEATHING: \L- . (2) 2x8 P.T. TOP al°3x PT TOP PLATE AILS 06?' PANEL EDGESANDFASCIA AND SOFFIT PER _�� PLATES CEILING SHEATHING: ARCHITECTURAL 12" CDX w/ 8d NAILS 012" IN FIELD [-..- 06" PANEL EDGES AND (BLOCKING REQUIRED) s " 012" IN FIELD s ' 1 '-0' --- W� HEADED ANCHOR /e'O HEADED BOLT AT 24" o.c. w/6" (BLOCKING REQUIRED) ANCHOR BOLT AT • • CEILING FINISH PER 3x TOP PLATE Ill EMBEDMENT 24" o.c. w/ 6" ARCHITECTURAL CEILING FINISH PER EMBEDMENT leir / NOTE: CMU SIDE/END WALL ARCHITECTURAL TRUSSES AND BLOCKING SHALL NOT BEAR ON INTERIOR CMU WALL TRUSS TO WALL TOP DETAIL TYPICAL INTERIOR TOP WALL CONNECTION riNIIIMIK -/ 3 " = 1 ' O" S-6 TYPICAL INTERIOR WALL ELEVATION n 3" = 1'-0" �-6j Ihil �\ �� - 1'-0" - 1 '-0" __._ El \., .1 \.. 61 2„ CLR-"1- � CLR #5 0 12" o.c. E.W. "PIK E#5.W.0 12E.F." o.c. p , pi , ■ #6 0 6" o.c. E.W. 1 A A #5 VERT. TO MATCH CMU A #5 VERT. TO MATCH CMU w as ii #5 VERT. TO MATCH CMU REINFORCING. EMBED MIN REINFORCING. EMBED MIN #5 x co © 12" o.c., TYP. a> REINFORCING. EMBED MIN / 10" INTO CONCRETE SLAB. - 10" INTO CONCRETE SLAB. —�" 30" INTO CONCRETE WALL �" PROVIDE 12" MIN LEG �/' PROVIDE 12" MIN LEG 1 '-0" � LENGTH LENGTH7 J ci oN 2'-8 MIN -- 2'-8" MIN 2'-8" MIN 4" FLAT-RIBBED 4" FLAT-RIBBED pj IIIIO'-8" PVC WATERSTOP. PVC WATERSTOP. o BEAM REINFORCING PER 0 HARP REINFORCING HARP REINFORCING -- #5 x _I I 0 12" o.c. #5 0 12" PLACE FIRST STIRRUP W AS REQUIRED AS REQUIRED qk L11i I I oc., EW., I I 3" FROM FACE OF WALLW TOP #5 x l0 0 12" o.c., TYP. #5 x l0 0 12" o.c., TYP. r —® • A 1 1 #6 x I A. © 12" o.c., TYP. 2" CLR 1 '-0„ 2" CLR 1 '-0„ 00 F0 o /, ;V\\/ 1 -0" ii d Man in rerriMigr i co . , _ VOLCLAY / ) pN 2' CLR WATERSTOP 3" CLR 1'-4" 3., CLR 1'-4" 00 #5 x 1 0 12" o.c. 1 0 , I Ina R ;v 2'-8" MIN N 2 ' CLR rasaa ♦ >•M #6Ill* © 6" o.c. E.W. o.c., E.W., #5 © 12" o.c. E.W., E.F. BOTTOM #5 x �I CO 12" o.c. ��V \ N (2)-#6 3„ CLR ' � � �A / #6 © 12.. #6012" 3" CLR / N VOLCLAY II 111 DIAGONAL SUBGRADE PER CIVIL \ o.c. E.W., o.c. E.W., rn C WATERSTOP BARS EACH SHEETS AND SPECIFICATIONS E.F., TYP. SUBGRADE PER CIVIL E.F., TYP. 3 `~ �` ., FACE SHEETS AND SPECIFICATIONS v 2" CLR 2" CLR - 2" CLR 1 #5 © 12" o.c. E.W. �� —< FOUNDATION STAIR WALL C7\ TYPICAL FOUNDATION WALL oI U N I / VAULT STAIR WALL DETAIL TYPICAL VAULT WALL DETAIL BEAM TO WALL DETAIL VALVE VAULT DESIGN ASSUMES DRAINED QCONDITION. / -6 1 „ = 1 ,-0" S-6 0 0 N NOTE: VALVE S r) -- 11/18/15 CONDITION.VAULT DESIGN ASSUMES DRAINED N Peterson Structural Engineers, Inc. I 5319 S.W. Westgate Dr., Suite 215 .- Portland, Oregon 97221 (503) 292-1635 0 yD _OTU SHEET 1- NOTICE JWW 1 � = == = M Smith&Associates Incer O 1DESIGNED l =I C = STRUCTURAL I I — 1 JWW t z;; - - - — — •- G�P.aAW \ �sCIV1Ce.S MISC. �Y - _- — — - Eng�neers/Planners _ - - - - - DETAILS 6 � DRAWN '�s�.:� •.. _ . _ � � - — / IF THIS BAR DOES ° t - _ Our commitment is clear. NOT MEASURE 1" MWP 'Rtes _ _ _ e . 121 Si. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION p THEN DRAWING IS CHECKED WARD �' w+ �- N NOT TO SCALE _ Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 45 Of 89 NO. DATE BY REVISION EXPIRES 12/31/16 PROJECT NO.: 14- 1611.2041 SCALE: [DATE: DECEMBER 2015 - - CONCRETE BEAM REINFORCING CONCRETE BEAM SEE ® FOR SLAB REINFORCING EXTEND REINFORCING PER © CRANE RAIL 2" 2" S10525.4 30" PAST BEAM CONNECTION (4)% 93 THREADED RODS 1 -4' ® 6 `�j 1 -0 IN HILTI-RE 500-SD EPDXY EXTENTS INTO BOND PER (2)-#6 TOP BARS BEAMS { _ ® NOTE: 4"\‘_ w/MIN. EMBED OF 5" CONNECT PER 0 AT LOUVER OPENING USE 2 ROWS OF ki ON ONE SIDE ® (6)-#5 BARS 1 1/2" CLR REINFORCING AT TOP AND BOTTOM AND Tri 1 '-4" BEAM DEPTH8' 1 -4'• 1#4 TIES ® 12" o.c. -] h 2" CLR #4 U STIRRUPS 8c CONNECT■ c J I■— PER 216"x 16.. 2.. 4� ��, EV -f— IlhliL 1 1/2" CLR �� J a �® -_ ON OTHER SIDE OF 4" } L4x4xYax7" 1 '-4" 0 S10x25.4 .-_ �� (2)%"s (A325) THRU-BOLTS 1 V///�///////////////// (4) "0 THREADED RODSIN a' ► IN SLOTTED HOLES (CENTERED tine — -I— AT LOUVER w HILTI-RE D5OF 5D EPDXY 1 '-0" NOTE: w/MIN. EMBED OF 5" IN ANGLE) �,- 1_- OPENING USE 2 CRANE RAIL CONNECTION DETAIL C; ROWS OF CMU WALL _, -_ REINFORCINGTOP AND BOTTOM , = , '_p" S-7 6 Minterill PER ® -VS .__ ANDBEAM DEPTH (2)-#6 BOTTOM SIDE BARS -, -_ 1'-8" I� 2" CLR -4 I I i %//%/:%//////////////%A " (3)-#7 BOTTOM BARS 2" CLR I_-I -_ Y 7 12 [-1 '-0" 2„ S10x25.4 1 NOTE: A II 1 4 S10x25.4 SPACE STIRRUPS ® 6" o.c. FOR INSTALL REINFORCING AT I 4" MIN -_ F INITIAL 6' FROM ENDS AND WHERE SIDES OF OPENINGS FULL8" 1'-4" BEAM IS ADJACENT TO OPENINGS. WALL HEIGHT PER SPACE 12" o.c. EVERYWHERE ELSE 216"x 16,.xY2„ 4" I— 1 '-4" -.-1 (N)�ILTI TRE 500D RODS TYPICAL BEAM DETAIL HOOKED DOWELS TO MATCH 'VERTICAL WALL REINFORCING1 1/2" = 1 '-0" (7) - SIZE & SPACING, U.N.O. w/MIN. EMBED OF 5" MINIMUM 12 db HORIZONTAL F 7 5/8 HOOK CRANE BEAM LINTEL DETAIL CRANE RAIL CONNECTION DETAIL (5 1/2" = 1 '-0" 0 CRANE BEAM LINTEL SECTION TYPICAL WALL OR SLAB C_7 01) 1 REINFORCING 1" = 1 '-0' ---N• , 3" = 1 '-0' NOTE: --- - FOR (2) "0 THREADED RODS PENETRATIONS PIPE PENETRATION WITH ONLY ONE IN HILTI-RE 500-SD 1 LAYER OF EPDXY STANDARD w/MIN. EMBED OF 10" #4 x © 2" o.c. STIRRUPS - _ REINFORCING, OR USE CAST-IN-PLACE do INSTALL ONLY HEADED STUD S. ` ONE LAYER a1 8 Oki: REINFORCINGOF LaN (2)5i�"fb THREADED RODS3N i IN HILTI-RE 500-SDy / i , � ° / EPDXY #5 x C�? 12" o.c. AROUND PERIMETER (4) #5 EACH FACE 3 1 8' EXTEND 1 '-0" PAST w/MIN. EMBED OF 10" 2" CLR - 2'-0" SQUARE O'-6' / , F�-�I w OPENING. 1 Y2" CLR II (TYP) J ° 10" MIN SLOTTED HOLES IN 1 '-6" (4) #5 EACH FACE i EMBED 510x25.4 MAX EQUAL LENGTH TO Q SLOTTED HOLES IN It a ADDITIONAL HORIZ 510x25.4 & VERT. 45' TO / 1 i MAIN REINFORCING 1 1 BEVELED WASHER, TYP.ro ro - iilin - / / BEVELED WASHER, TYP. in 1 ,-4" in N / / DOUBLE NUT DOUBLE NUT CONCRETE SLAB/WALL PENETRATION .4 00 ✓- 510x25S10x25.4 + 111.1 1 " = 1 '-0" 0 N 010 #6 CO 12" Io.c. E.W., (n E.F., TYP. SAWCUT OF FORM Ya" JOINT ANDcn INSTALL CONTROL JOINT ON MAX. CRANE RAIL TO BEAM CONNECTION 6 CRANE RAIL TO BEAM SECTION nHOUSEKEEPING PAD DETAIL 8 WILL W/ FLEXIBLE JOINT SEALER 1O'-O" SQUARE GRID. 01 1 1/2" = 1 '-0" S-7 1 1/2" = \-7 FLOOR SLAB PER 1 0 ' � 1 " = 1 '-0" -7 HARP REINFORCING 0 AS REQUIRED 0 1 1/2" N I ilaiNiarala VARIES Q 3„ CLR //\��\\��\%\//.�/. o MIN. / 0 VAULT FLOOR CONTROL JOINT DETAIL /, N p, I O �5� 11/18/15 1" _ , ' 0" (V Peterson Structural Engineers, Inc. I 5319 S.W. Westgate Dr., Suite 215 .4- Portland, Oregon 97221 (503) 292-1635 O U; SHEET i- NOTICE JWW _ — - Murray Smith&Associates Inc N 0 1/2 1 DESIGNED ' ��Gta - . -1 - e � n== T \ �J�+1 riC� M'S`j. STRUCTURAL — - , ,- W I I — I JWW , O. _ - I a• al En eers/Planners r.�. - - - — ps "er _ DRAWN - . _IMO _ DETAILS S - 7 IF THIS BAR DOES OREGON �` il MrMr Our commitment is clear. - — - - NOT MEASURE 1" MWP k.e. — — - — - — 121 Si. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION p THEN DRAWING IS CHECKED W `� ' MOW MI '- j NOT TO SCALE WARD Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 46 of 89 NO. DATE BY REVISION EXPIRES 12/31/16 PROJECT NO.: 14- 1611.2041 SCALE: I DATE: DECEMBER 2015 #4 STIRRUPS © 7" o.c. #4 STIRRUPS ® 7" o.c. (3)#6 TOP EDGE OF PENETRATION. (3)#6 TOP (3)#7 BOTTOM COORDINATE HATCH FRAME (3)#7 BOTTOM AND REINFORCING PRIOR TO INSTALLATION/FABRICATION #6012" o.c., E.W., T&B #6©12" o.c., E.W., T&B ® MASTIC SEAL OR GROUT 2" CLR _ • IA 18" CONCRETE SLAB W/ • MASTIC SEAL OR GROUT .<4_\ I I #6©12" o.c., E.W., T&B., - - 1 '-1 " CONTINUE TYP. REINFORCING / - - 11 '-6" THROUGH BEAMS <i I g _ I 2" CLR u • 1 3'-9" 4'-0" 4'-3" i #4 STIRRUPS © 7" o.c. N INDENT AS REQUIRED FOR 2,-9„ ROOF HATCH EDGE FRAMING �- In —V I O'-6Yz" PRE-CAST -_\ 1 1 '-1 " I� #5 x O7 © 12" o.c. CONCRETE WALL y 1 ,-1 „ F� Sb „Jr-, l NOTE: } • INDENT AS REQUIRED FOR ROOF HATCH / (3)#6 TOP EDGE FRAMING 1 '-6"t / PROVIDE HANDRAILS PER CIVIL SHEETS (3)#7 BOTTOM AND SPECIFICATIONS i / I- -:- -- - --- -, ' • EDGE REINFORCING BASED ON lPROVIDED PRECAST VAULT INFO. VERIFY / PRIOR #6 TRIM BAR, EXTEND 24" / \ #6 TRIM BAR, EXTEND 24" WET WELL T O P SLAB SECTION PAST OPENING PAST OPENING A 3/4" = 1'-0" ..-8J 1'-1 " L1'-6" 9'-0" 1'-6" -.-- 1'-1" — 9'-0"x4'-0 PENETRATION. 1 '-1 " 2'-6" MIN. SPLICE COORDINATE HATCH FRAME AND REINFORCING PRIOR TO \ I I INSTALLATION \\\\ _77 4'-0" i ,�(3)#6 TOP :: ;::::1H #3SRUP ®16" o.c. • \i 1'-8 3/8"f - --(3)#7 BOTTOM . MIN. EMBED = 10 (TYP.) _, 1- y -- 2„ CLR. to mA #4 STIRRUPS © 7" o.c. K O _ #6 TRIM BAR, EXTEND 24" �� o a %1 \ PAST OPENING • •• 2'-0 5/8" e./ Q Artie2'-0"x1 '-6" PENETRATION. 4'-O" �% 4' 0" COORDINATE HATCH FRAME -� co AND REINFORCING PRIOR TO K oINSTALLATION #3 STIRRUP ©16" o.c. I #6 TRIM BAR, EXTEND 24" Lo PAST OPENING N !- INSTALL #5x4'-0" CORNER BARS (AS SHOWN) AT ALL C. OPENINGS (EACH WAY) % - #6 TRIM BAR, EXTEND 24" PAST OPENING tp J 01 WET WELL TOP SLAB PLAN , �� ( �_ 7 vcr) S-8 3/4" = 1'-O" 1 (8) #5 BARS 0I 2" CLR. NOTE: o • CONTRACTOR TO TAKE STEPS WET WELL SPLASH BLOCK �� (8) #5 BARS, EVENLY NECESSARY TO AVOID DAMAGING v7 1 1/2" = 1 '-0" \-Y SPACED EXISTING REINF. LOCATE SPLASH BLOCK PER 8 \ CIVIL/MECH. SHEETS. MAX SPAN SHALL BE 12'-0" 0 N SPLASH BLOCK TO WALL DETAIL 3 p n�� 11/18/15 1 1/2" = 1 '-0" S_8 cV Peterson Structural Engineers, Inc. I 5319 S.W. Westgate Dr., Suite 215 .4- Portland, Oregon 97221 (503) 292-1635 O c0041144**# SHEET t- - NOTICE JWW - - ��Uilll4ll&IL7sV4LaNn7 llic n 1 DESIGNED c,,•' iNG1Nff4 _ _ _ • 1 ki 7* :• -: - C eanW i� SeMceS WET WELL TOP SLAB 1 JWW r? _ /'' . v . _ =e � � I • S - 8 DRAWN a • aala. - - W1W 1Jf�WiVlV OREGON _ _ . _ - _ _ PLAN AND DETAILS / IF THIS BAR DOES • Our commitment is clear. NOT MEASURE 1" MWP ivastt, _ = E 121 Si, Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION p - - THEN DRAWING IS CHECKED WARD ..� NOT TO SCALE - Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 47 of 89 NO. DATE BY REVISION EXPIRES 12/31/16 PROJECT NO.: 14- 1611.2041 SCALE: I DATE: DECEMBER 2015 - t A ' M-2 So pry-- 30" SS KEY NOTES 30" SS I 1 O SUBMERSIBLE SEWAGE PUMP, (TYP OF 2) 72" PRECAST BYPASS PUMPING O 10" D I SPL, FLGxPE, LENGTH AS REQ'D, (TYP OF 3) MH W/ 42" DIA AASHTO H-20 ( ) .•0000000• FRAME AND COVER CAST INTO O I0" DI SPL, PE, (TYP3) CENTER OF TOP SLAB FOR es::;:ss$::•Oi'`' LENGTH AS REVD, OF ACCESS ''''''''''''''''1 ••�•�i•••••• O 10 22Y2 BEND, MJ, RESTR, . (TYP OF 4) ............. 00000000.,.,. 0;.00000;0 O 10" LS, MJ, RESTR, (TYP OF 2) O 10" DISMANTLING JT, FLG, RESTR, (TYP OF 3) O 10" SWING CHKV OUTSIDE WEIGHT & LEVER, Y2" SST 30" SS TAPPED PLUG I N TOP, (TYP OF 3) 30 SS i O 10" PLUG VALVE W/ HANDWHEEL, FLG, INSTALL VALVE SO PLUG OPENS UP W/ SEAT TOWARD THE PUMP, (TYP OF 3) 12' DIA PRECAST CONC WET WELL W/ CAST- IN-PLACE TOP SLAB O 10"x12" DI 90° REDUCING BEND 10 12" D I SPL, FLG, LENGTH AS REQ'D PUMP N0. 2 3 3 PUMP NO. I \ I 1 12"x10" TEE, FLG 2 FUTURE PUMP NO. 3 "41/4 / N 2 ` � 8" PVC DRAIN (FROM / \ 12 12" DISMANTLING JT, FLG, RESTR 1- I �� AREA DRAIN) / cn IN 1 13 �1 12" MAGNETIC FLOW METER, SEE SPECS. LOCATE MIDPOINT 0I � � OF METER 5'-0" DOWNSTREAM, FROM CENTER OF TEE o SLOPED HOPPER IIII i��i �Jl� 1 ' 14 12" D I 900 BEND, FLG o BOTTOM, SEE r _i r ® \ rx f� fti^ SHT M-2 � ) Ck1i L / 15 12" D I SPL, FLGxPE, LENGTH AS REVD (-)ci , 16 I "WALL HYDRANT, SEE DET 6, SHT M-5 c �II 0 48"x108" WET WELL 0 ® © ACCESS HATCH, SEE \\ 17 AIR GAP ENCLOSURE LO ® DET 3, SHT M-7 \\ ®i 18 12" LS, MJ, RESTR CD Z __ _ - Q Q \\ 19 ACCESS HATCH, AHS 24"x18", W/ 180° OPENING, MFR BY in � - v o USF OR APPVD EQ N > 30'-0" \\ 20 CABLE TRENCH, SEE ELEC SHTS CONN TO WS, V12" D I = 21 LINK-SEAL, TYP, SEE DET I , SHT M-6 SEE SHT C-2 FORCE 0 MAIN M _ � :M cD \\\\ 17 22 0 O STILLING WELLS, SEE SHT M-2 21- 10" 9'-0" 4'- 10" 4'- 10" A 0 7'-2" \\ _ t t — 23 TRENCH DRAIN, 20 LF, SEE SPEC SECTION 15400 o r- ` A• � • Ht. �n_ _— _ o p I I I o (FUTURE)URE) VFD VFD �? j/ 24 CRANE RAIL, SEE STRUCT SHTS N 41)® ® ® ® O I I ® ; 25 I 450- / LL D/ 25 FIRE EXTINGUISHER, FURNISHED BY OWNER ® HIll 111111 111111 /�p/ CO a_, �O _ - - r /o -, 26 FLOOD FLOAT SWITCH LSH-0I , SEE ELEC SHTS a J — ® I / /> - I. WI • Q 23 I �w W/ 27 VALVE VAULT ACCESS HATCH, 4'x3' CLR OPENING, r .■,I ►� r� ►� �W/ SEE DET ! , SHT M-7 u) III Ia. 5'-4" L - I 28 INSTALL FLAP VALVES ON THE END OF ALL DRAIN PIPES i o_ o ^ ® 4) ® I O ® • co I I �i L _J . MCC MCC MCC MCC r j 5 -0" ¢ (A) (B) (c) (�) , MCP RTU - 29 1 " HOSE B I BB, SEE DET 4, SHT M-5 2 s ® 1 _jyr 30 TRAP PRI MER, SEE DET 3, SHT M-5 i . <44 Z 31 TAP PIPE AND FURNISH TEMPORARY CALIBRATED PRESS d DOWN <0 DOWN GAUGES FOR START-UP TESTING, REMOVE GAUGES AND r -1 • INSTALL SST PLUGS WHEN TESTING IS COMPLETE o N1 I J f H z A . : . . LL 28'_8" su c_ J4-1 ii- _I PLAN V I EW AT BOTTOM OF VAULT PLAN V I EW AT GROUND LEVEL CD SCALE: I /4'1=- 11-0" SCALE: I /4"= I '-0" 7 NOTICE DESAS IGNED �s N F% - _- - — Murry Smith&Associates Incl SHEET BAw �� 59853 _ __ _ — : — CONTROL BUILDING .- Iiiiii I - \ _ _ _ _ A = Engineers/Planners Cleaji co rn Services AND VALVE VAULT PLAN M - DRAWN Our commitment is clear. IF 'THIS BAR DOES . , ,,. - - - - xl NOT MEASURE 1• JLH vy �! 5� _ _ — _ = 121 S.W. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION o THEN DRAWING IS 4 .T1 - - - - NOT TO SCALE CHECKED 9FwSZAl" Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 NO. DATE BY REVISION RENEWS 6-30—I6 PROJECT NO.: 14- 1611.204 SCALE: AS SHOWN I DATE: DECEMBER 2015 48 of 89 KEY NOTES -Ar-- HANDRAIL NOT SHOWN THIS SECTION. SEE 0 10"x 8" D I RDCR 90° BEND, FLG (TYP OF 3) _....0._ ---,A- - DETAILS SHEET M-7 CAST- I N-PLACE EL=239.30 O 8" D I SPL, FLGxFLG, LENGTH AS REQ'D (TYP OF 3) - - EL=239. 17 TOP SLAB, SEE - - CONTROL BLDG - i. STRUCT SHEETS 03 6"x8" ECCENTRIC RDCR, FLG (TYP OF 3) - FIN FL=239. 17 - ° � ��,� �� „mg-6 61-64 6 t6c- w. a. ° I n °. .,. ��• �1 e ; 0 6 PUMP DISCHARGE ELBOW, ANCHOR WITH (4) 3/44.••lii•i i • • I I� y<: 1 ° 1.•g r a �,,.� .,•; ;,. DIA A3 16SS THRD ROD, EMBED INTO CONC BASE ,"•'1.�� _ ^ b= •:!� ° �p � fl%wiirmisrapla 1'' 8" MIN USING H I LT I HIT-RE 500-SD EPDXY (TYP . . co - /1 •�r� • OF 3) = ar)6 . 4 .4 gee `N I. PRECAST WET WELL , . 05 CONST HOPPER BOTTOM USING LOW SLUMP FIBER - 12" FM (5 • WALLS AND BASE SLAB RE I NF CONC, SMOOTH TROWEL FINISH, VERIFY �_ L. _ - ., 4 • DIMENSIONS W/ ENGINEER 1 1 © 3" DIA SCHED 40 316 SST GUIDE RAILS, PROVIDE ^ : 7 - I1. HORIZ/VERT BRACKET SUPPORTS AS REQ'D BY s • • PUMP MFR, SECURE TO INSIDE OF ACCESS HATCH 'L BYPASS s AND WET WELL AS REQ'D BY PUMP MFR (TYP OF 3) WET WELL ° PUMPING ® _ _ _ _ _ _ • MH O7 SUBMERSIBLE LEVEL TRANSDUCER ASSY, MOUNT AT ): O __ _ - _ � O EL=230.00 . t ° EL=2 11 .50 (TYP OF 2) 4 - '� ' OF ALARM J cV ® I41. M °' 08 STILLING WELL 4" SCHED 40 PVC PIPE, DRILL Y2" bay ° O i 1.•: , . ^ = • a EL=228. 17 HOLES ON EA SIDE OF STILLING WELL AT 6" OC �:!•� ° a • ° I FROM TOP TO BOTTOM OF STILLING WELL, a ° „ IL•i 3 -2Yz STILL 1 NG WELL ROTATED FOR CLARITY, SEE SHT •• • • -- ... ='•'•' M- I FOR ORIENTATION (TYP OF 2), BOTTOM OF -L STILLING WELL AT EL=21 1 .00 J 6" DRAIN .a_ I E=221 .30 4 t EL=221 .00 SEE NOTE I I Og FLOAT FOR OVERFLOW ALARM �„ _JE=224.67 IE=224.31 _ f i _ _f �� - J 10 FLOAT & LEVEL SENSOR HANGER, 316 SST (TYP OF 030" SS 3), SEE DET 4, SHT M-6 O L. ry, --EH I 30" SS el----EH _I E=221 .55 I E_221 .65 I I RE I NF CONC SPLASH BLOCK, SEE SHT S-8 I- A. ill - . RA L BRACKET = - • EL=220.00 • 12 INSTALL PIER PUMPATE GU IDMFR E Si REQU I REMENTSP OF 3), 41, EL-220.00 / EL=219.00 . . • 1.0 13 NON-SHRINK GROUT UNDER PUMP DISCHARGE Q I I-6" , I '..'. '-'"''''. EL=2 18.00 $ ELBOWS, INSTALL PER MFR'S RECOMMENDATIONS, i •° .a / EL=2 17.30_ -° 2" THICK M I N CD NOTES: cv ° ` ;#4. I4 LINK-SEAL, SEE DET 1 , SHT M-6 (TYP) � � EL=2 18.00 I I -,�1��- � , 'o 1 . GROUT WET WELL, MANHOLES AND VAULTS JO I NTS INS 1 DE AND OUTSIDE WITH .•. ; e;;..•� - ; .a; •' N NON-SHR INK GROUT AFTER WET WELL, MANHOLES AND VAULTS HAVE BEEN SET, n - 0 .1-• • 1-!c 15 316 SST LIFTING CHAIN, ONE PER PUMP, AS c\IPRIOR TO BACKFILLING. $ EL=217.00 REQ'D BY PUMP MFR, PROVIDE SNAP SWIVEL ON EL=215.00 i� 3 T #4 BARS C� 12" OC, EW (TYP) UPPER END, 316 SST BALE CONNECTION AT TOP 2. COAT WET WELL INTERIOR CONCRETE WALLS PER SPECIFICATIONS AFTER �A INSTALL BENCH & CHANNEL GROUTING AND CONSTRUCTION OF HOPPER BOTTOM AND COMPLETION OF ALL EL=213.00 iiiI � LI PUMP W/ DBL NUT LOCKING BOLT, FOR 3 o SANITARY SEWER TESTING. a: t AFTER WET WELL/PUMP L FT i NG CHAIN CONNECTION, SEE DET I , SHT M-5 T° \ STAT© PROVII DE FLOWPTHROUGHAL� 16 STILLING WELL PIPE SUPPORT, SEE DET 5, SHT EL=212.00 `' E 3. ALL BASE AND BACKFILL MATER IAL SHALL BE COMPACTED 3/4" M I NUS CRUSHED 4 Y v © __ PLUGS AS NECESSARY FOR O M-6 (TYP OF 3), EVENLY SPACED o ROCK, UNLESS OTHERWISE NOTED. � \` 1 ' BENCH AND CHANNEL WORK o O `¢° a° 17 DISCHARGE PIPE SUPPORT, (TYP OF 3) SEE DET 3, N 4. CONTRACTOR TO COORDINATE ALL PUMP SPECIFIC REQUIREMENTS AND DIMENSIONS __ 1 WITH PUMP MANUFACTURER. WET WELL ACCESS HATCH LOCATION SHALL BE . EL=209.50_ ' ° SHT M-6, INSTALL IP' ABOVE BOTTOM SLAB °. °. . CD WITH PUMP MANUFACTURER AND PRECAST CONCRETE MANUFACTURER. ° 18 316 SST UPPER GUIDE RAIL BRACKET, SEE DET 6, ••,�� •i:0.•. SHT M-6 �- 5. SEE SHEET M- I FOR PLAN VIEW AND LOCATION. °ore .1• © ® 316 SST HEAVY DUTY CABLE AND CHAIN HOLDER, 6. ALL POURED- 1 N-PLACE CONCRETE SHALL BE STRUCTURAL CONCRETE, SEE SHEET EMBED REBAR MIN 3" INTO 19 SEE DET 6, SHT M-6 (TYP OF 3) ..--- SECT I ON A CONC WALL & FLOOR W/ 20 0 7. INSTALL FLAP VALVES ON ALL INFLUENT P I PES TO WET WELL, EXCEPT 30 SEWER SCALE: 3/8"= 11-0" M- I ANCHORING EPDXY (TYP) O CABLE CHANNEL ENTRANCE, SEE DET 2, SHT M-6 a PIPE. i 21 6" PVC DRAIN PIPE FROM TRENCH DRAIN W/ 6" LL 8. CONTRACTOR SHALL INSTALL 2 PUMPS AT LOCATIONS AS SHOWN ON SHEET M- 1 . PRIMED P-TRAP PER PLUMBING CODE, FLAP VALVE CONTRACTOR SHALL INSTALL ALL P I P I NG, PUMP SUPPORT, GUIDE RAIL, AND ALL ON END OF PIPE OTHER APPURTENANCES FOR FUTURE PUMP INSTALLATION PR I MARY 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. °' 218.00 LAG PUMP ON 220.00 LEAD PUMP ON 10 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 L. STAINLESS STEEL. 215.00 LAG PUMP OFF 218.00 PUMPS OFF, SWITCH TO PRI MARY • II . PROVIDE PIPE JOINT AT ALL CONNECTIONS TO WET WELL AND BYPASS PUMPING 213.00 LEAD PUMP OFF MANHOLE TO PROVIDE FLEX I B I L I TY, SEE. SPEC I F I CAT I ONS. 212.00 LOW-LOW LEVEL SHUT DOWN co NOTICE AS _ - - Murry Smith&Associates Inc. SHEET p 1 DESIGNED 444 59853 _ _ _ i - • . CL) _ - - _ CleanWater Services CONTROL BUILDING AND =� - _ _=_ __ Engineers/Planners M - 2 RAW WET WELL SECTION a IF THIS BAR DOES , : -M - - - - Our commitment is clear. x1 NOT MEASURE 1" JLH 9y ,,,4Y9 : , y.>< - - _ _ _ '�_ __ 121 SI Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION oTHEN DRAWING IS CHECKED °9 0� OregonAND FORCE MAIN PROJECT NO. 6631 49 of 89 � NOT TO SCALE FW gZp'(`� Portland, 97204 FAX 503-225-9022 NO. DATE BY REVISION RENEWS 6-30-16 PROJECT NO.: 14- 1611.2041 SCALE: AS SHOWN ' DATE: DECEMBER 2015 - - - - — - - -- \\ ROOF • ERH OVANG ik FEXTVFD / (FUTURE) VFD VFD T- I /� �/ J o LL ---,7 \o �\ 6631 HPU- SD-3 .�.,► L` J . Q o 91 / 10" /(--' - � frit 1\ SD- I -\ SD-2N3 �- /w E1-1)/ ```` �1i 10" t! CO , /� \�/ _ �/ /� �,. fir/ A e, \f ^� I 41— _ >\ �� CO r /\ �� \ / l—J 1___-_ _I EL- I v /SD- EF FLOW SWITCH - SD-2 I � � � SD-3 MCC MCC MCC ' MCC , MCP I EA 400 CFM 400 CFM 400 CFM 1- 6631 AHU- I (A) (B) (C) ' (D) RTU EA-4'`-''` ED- I d : -....r....-.-- kr- - — EL- I 14 • -- -••• SD- I PVC L I NESET DUCT .,- F. z SF FLOW SWITCH, SYSTEM, SEE SPECS EF FLOW SWITCH, C:::NZLEC 6IF- IW/ DOWN AHUI , LOCATED IOL FILTER BOX Q v COORD W/ ELEC I o r- 663 I EF- I ROOM, NOT SHOWN I N THIS 4663 I DH- I (BEHIND SECTION FOR CLARITY Q) I.j>\ d 6631 AHU- I ) • 4" cn I -� _ — I Las. SEAL OPENINGS I d a. (/) ROUTE AIR HANDLER CONDENSATE OUTSIDE ° d PER CODE AND MFR REQUIREMENTS, TIGHT o ° f . • o B OA W/ 1 LATER I OR WALL I Tr �-► _1 Y N. . N , CI M-4 I 28'-8" _ • EG-2 SG-2 c 4 PLAN VIEW AT CONTROL ROOM = `n SCALE: 3/811= I '-0" • I o 4 — N • V) %. Or N `r, m '^ 7 f EG- I SG- I A 44 > - *I ii I U �?— r _'r ° CO rt I g I I 11111„1 11.11 ' n $a ° i I a SECTION A q I I , ♦ ♦ SCAL /8 (0 1 I G 1 NOTES: 41 I - - - .- — - - n I I . SEE SHEET M-4 FOR HVAC SCHEDULES. EQUIPMENT MANUFACTURERS AND MODEL NUMBERS ARE PROVIDED FOR REFERENCE ONLY AS BASIS FOR DESIGN AND �_ I — �� - - 1 EG- ! SHALL BE USED TO ESTABLISH EQUIPMENT SIZES AND REQUIRED PERFORMANCE. APPROVED EQUAL MANUFACTURES WILL BE ACCEPTED. �, EG-2 q (_Cf) a 2. SHOWN SIZES OF EQUIPMENT MOUNTING PLATFORMS, FLOOR AND WALL PENETRATIONS SHALL BE VERIFIED PRIOR TO FABRICATION OR ORDERING OF aq EQUIPMENT. CEILING PENETRATIONS ARE SHOWN IN APPROXIMATE LOCATIONS AND SHALL BE COORDINATED WITH ROOF TRUSS LAYOUT. PROVIDE CEILING ACCESS. o , . FEXT 4 - 3. THE HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE GENERAL CONTRACTOR REGARDING THE FINAL DUCTWORK ROUTING AND THE L ,� SIZES AND LOCATIONS OF CEILING, WALL AND FLOOR PENETRATIONS PRIOR TO HVAC EQUIPMENT AND DUCTWORK INSTALLATION. ° OA 4. LOCATE ALL CONTROLS, PANELS, AND DISCONNECT SWITCHES APPROXIMATELY 4 FEET ABOVE FLOOR. COORDINATE WITH ELECTR I CAL. SG- I > SG-2 T-2 5. ALL DUCTWORK TO HAVE EQUIVALENT AREA UNLESS OTHERWISE SHOWN OR SPECIFIED. RECTANGULAR DUCT WORK SHALL BE USED IN CONTROL ROOM AND VALVE o DOWN VAULT. ROUND DUCT WORK IS ACCEPTABLE UPON APPROVAL. PROVIDE MOUNTING & TRANSITIONS TO ALL EQUIPMENT AND ACCESSORIES AS NECESSARY AND AS z r- —I F— N RECOMMENDED BY MANUFACTURER. PROVIDE TURNING VANES AT ALL BENDS, SEE SPECIFICATIONS. o 6. ALL REFRIGERANT PIPING SHALL BE INSULATED IN ACCORDANCE WITH OREGON ENERGY EFFICIENCY CODE. UI f- . a ° 7. PROVIDE SUPPORTS ON ALL SUPPLY AIR, RETURN AIR, OUTSIDE AIR AND EXHAUST AIR DUCTS PER SMACNA. ALL HARDWARE SHALL BE STAINLESS STEEL. a) 4" 8. PROVIDE FLEXIBLE DUCT CONNECTIONS ON ALL FAN INSTALLATIONS. I PLAN V I EW AT BOTTOM OF VAULT � 9. CONTRACTOR TO SUBMIT INSTALLATION DETAILS FOR REVIEW BY ENGINEER. _ SCALE: 3/8"= I '-0" (0 NOTICE AMB �� PROFEff ± jç-j TnsHEEr DEGNED � �ougg� % MurraySmith&Associates,ll1C� CleanWatervices HVAC PLAN AND SECTION _M 3 IF THIS BAR DOES �' — = Our commitment is clear. X1 NOT MEASURE 1" AS 9 ""^"✓''G600 �Q _ _ — _ _ __ = 121 SI Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION p THEN DRAWING IS CHECKED ee. NF 1L 7. �4, _ j NOT TO SCALE M. BARe�` Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 50 of 89 a NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14- 1611.204 1 SCALE: AS SHOWN ' DATE: DECEMBER 2015 AIR HANDLER UNIT THERMOSTATS HVAC ABBREVIATIONS SUPPLY FAN COOLING UNIT HEATING UNIT NO. CONTROLS COMMENTS AHU AIR HANDLING UNIT NO. LOCATION MANUFACTURER 6631 HEATING & COOLING CFM ESP ( IN FAN RPM HP TOTAL CAPACITY SENSIBLE (MBH) CONTROL TOTAL CAPACITY VOLTS/PHASE CONTROL & MODEL T- 1 6631 AHU— I SET POINTS EA EXHAUST AIR WG) (MBH) (kW) ED EXHAUST DAMPER 6631 6631 LUXAIRE, 6631 6631 DH— I HEATING SET POINT AHU— 1 CONTROL ROOM 1190 — 1050 y2 35 30 T- I 7.7 208-230/ 1 T— I AHV36C T-2 EF EXHAUST FAN EG EXHAUST GRILLE OPTIONS AND ACCESSORIES LOUVERS EL EXHAUST LOUVER MANUFACTURER & ESP EXTERNAL STATIC PRESSURE NO. TYPE SIZE MODEL ( INCHES WATER GAUGE) SL— I DRAIN, BLADE 24"x24" GREENHECK HPU HEAT PUMP UNIT HEAT PUMP UN I T . FANS EL— I DRAIN, BLADE 24"x24" GREENHECK MBH THOUSANDS OF BTU'S PER HOUR NO. TOTAL CAPACITY COND FAN HP VOLTS/PHASE MANUFACTURER NO. SERVICE CFM SP. IN WG HP VOLTS/PHASE CONTROL COMMENTS OA OUTSIDE AIR & MODEL 6631 .,1 - r 3 Y » ' - RA RETURN A I R 6631 LUXAIRE, VALVE VAULT 600 0.5 r8 120/ 1 MANUAL W/ 2" FILTER BOX -- '' r� . `, �4 '` _, 3—TON 74 208-230/1 SF- 1 SA SUPPLY AIR HPU— I THJD36S 6631NO. LOCATION TYPE SIZE VOLTS/ CONTROL SD SUPPLY DAMPER EF— I VALVE VAULT 600 0.5 73 120/ 1 MANUAL PHASE 6631 SF SUPPLY FAN VALVE VAULT INLINE 10 kW 480/3 T-2 DH— I SG SUPPLY GRILLE D I FFUSERS/GR I LLES UH UNIT HEATER LOCATION NO. CFM FRAME SIZE DESCRIPTION MANUFACTURER & MODEL SD- 1 400 10"x16" ADJ I —WAY TITUS 250—AA CONTROL SD-2 400 10"x16" ADJ I —WAY-- TITUS 250—AA ROOM SD-3 400 10"x16" ADJ 1 —WAY TITUS 250—AA RG— I 1200 24"x20" FIXED W/ TITUS 350—FSF2 1 FILTER _ m SG-4 300 12"X12" ADJ TITUS 300—FL J — `� VALVE SG-5 300 12"X12" ADJ TITUS 300—FL o VAULT EG— I 300 12"X12" FIXED — TITUS 350—ZFL 0 `\` EG-2 300 12"X12" FIXED TITUS 350—ZFL 1- 0 M 0_ T-2 (0 CR3 HP 6631 �--HIo --o--an480V 47---0 oo DH— I 0 30 L24V N N LOCAL DISCONNECT, TYP CR3 , TRANS TO FROM LIGHTING CONTROL PANEL, CEILING I I I SEE SHEET E- 17 FOR CONTROL \ A DUCTWORK LP ° 6631 L . , SCHEMATICS z:): ��` iiiili 240V y p 10 °HPU— I ( 1 CC—LCP-3 !p . o (CC-HPU- I) c _ ` if 24V CONTROL FLOW SF- 1 SL— I f ° C 6631 SWITCH q-r CN LP 120�V ° SF— I o 0 — I -S TO LIGHTING CONTROL PANEL, ti � OA (0T_ SEE SHEET E- 17 FOR CONTROL' — 1 I — SCHEMATICS \ / FILTER ACCESS `t NOTES: 120V 6631 AHU— I • 240V v) LP { ° 6631 I . PROVIDE LOCAL DISCONNECT CC—LCP— I W/ - 10 °AHU— I FOR ALL HVAC EQUIPMENT. _ FIL SF FILTER BOX i Z C H' EF— Q 2. SEE SHEET E— 17 FOR VALVE — o FLOW RG— I 6631 — I VAULT AIR FLOW SW INTEGRATION LP ( 6631 SWITCH o o T— 1 AND GO/NO GO LIGHTING. 120V 5 EF— I o o �` � ''-. AHU o — � � TO LIGHTING CONTROL PANEL, CONDENSATE ,1 24V 610 T ' SEE SHEET E— 17 FOR CONTROL II-e---I 10- ‘1 -" DRAIN 3. SEE SHEET E— I FOR ELECTRICAL — SCHEMATICS • LEGEND. I20V T CONTROL ROOM a . a. a m a e i a C=COOL, H=HEAT 4. COORDINATE INSTALLATION OF CC—LCP-2 t z HVAC EQUIPMENT WITH °' CONTROL ROOM ELECTRICAL LIGHTING CONTROL VALVE VAULT __.4.:._ _4._ o PANEL. 0 L HVAC SCHEMATICS SECTION B SCALE: 3/8"= 1 '-0" M-3 E SCALE: NTS I co j NOTICE AMB 9 PROF = ---'n-_—=-- = Marra Smith&Assoaates Inc. SHEET 0 DESIGNED �� p1iNii _ _ _ o °� _ _ _ HVAC SCHEDULES SECTION AND DRAN `� (�, 79�� - _ -_ _ - Engin' eers/Planners CleanWater Services M - 4 �I kill _ --=--- _ = Our commitment is clear. SCHEMATICS IF THIS BAR DOES x NOT MEASURE 1" AS e vuNfn•1p0� 4Q — _ _ — _ — - 121 S.H. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION o THEN DRAWING IS CHECKED Ct BAR�tc� Portland, Oregon 97204 FAX 503-225-9022 _ NOT TO SCALE M, g AND FORCE MAIN PROJECT NO. 6631 51 of 89 6 NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14-I61 1.204 1 SCALE: AS SHOWN 1 DATE: DECEMBER 2015 TO WATER MAIN -- AUTOMATIC TRAP PRIMER 18"x18" PADVALVE, PRECISION PLUMBING #3 ® 12" OC, BOTH WAYS MANIFOLD FOR TRAP PRODUCTS MODEL MPB-500 OR Y2" 316 SST HAMMERLOCK ta Y2" 316 SST CHAIN, WORKING 3/q' CHAMFER (TYP) 3" PRIMING TUBES APPVD EQ LINK, WORKING LOAD L 1 M I T LOAD LIMIT 5400 LB, PART _ - ' 7300 LB, PART #S0655-0013, #S0602-0012, MFR BY SUNCOR �. 4 4 -\� E IIII I I ID MFR BY SUNCOR STAINLESS STAINLESS OR APPVD EQ M i °. PAD HEIGHT FLR DRAIN OR APPVD EQ . ��, a 1 AS REVD �I•' '•��,", ° 4 . TRAP SUPPLY 3/8" COP I " 316 SST BOLT CHAIN SHACKLE I TUBING, TYP W OVERSIZE BOLT, WORKING ° b Y PUMP HANDLE / Y 1. ltd: LOAD LIMIT 10,000 LB, PART 40 #50115–SA25 W/ EXTRA LOCKING ROUGH SURFACE TUBE SUPPLYING FLR DRAIN TRAP // NUT PART #P00I6–NT25, MFR BY SLAB ON GRADE OR CONSTRUCTION JOINT SUNCOR STAINLESS OR APPVD EQ SUSPENDED SLAB, 0THICKNESS VARIES 2 CD LIFTING CHAIN CONNECTION DETAIL BASE BEND PADill FLOOR DRAIN TRAP PRI MER 0 I SCALE: NTS SCALE: NTSSCALE: NTS N c —3/4�' BV CONC WALL ° ° 15/g" UNISTRUT CHANNEL WALL THICKNESS I STD PIPE STRAP, MFR BY I 'a ° UN I STRUT OR APPVD EQ 01 .1111 4 3 '• < °. a i1. 23/4" 2" a ° STRAP, SEE DET 5, THIS SHT a - UNISTRUT CHANNEL, < SEE DET 5, THIS SHT `° �'°. ° a G c II 3/4" HOSE THREAD END 4 ° [El;MEMEMM =-1 Irl I anal ciiir I J — Noll 44 I I 0 2 © CO 4 IIL '•I• a O 4 d 4 4 ' . in LA 1 0a. WATER 1 3/4" OR 1 " e o � cn0 3/4° 90° BEND .- ATTACH TO UNISTRUT PER MALE IPS < ° ,.d 0 r MFR'S REQUIREMENTS 8 - • a - a VALVE HOUSING, 15�o I 5,V SQ coI 44 LOCATE INSIDE OF °` 1" 1 i ANCHOR TO CONC WALL PER MFR'S INTERIOR WALL a a o REQUIREMENTS W/ EPDXY ANCHOR BOLTS ° 4 c, ° 0 L 4•3 ° d NOTES: ° ° I . FOR CHEMICAL TUBING STRAP, USE ONE HOLE CLAMP FOR ° ° OUTSIDE DIAMETER TUBING, MANUFACTURED BY UNISTRUT OR o ° a APPROVED EQUAL. za °; 2. ORIENT UNISTRUT CHANNEL VERTICALLY OR HORIZONTALLY NOTE: WALL HYDRANT SHALL BE ZURN Z I 300–SS OR APPROVED EQUAL. a DEPENDING ON APPLICATION. TYPICAL INTERIOR HOSE CONNECT I ON 4 WALL HYDRANT DETAIL 6 SCALE: NTS – P 0 IPE SUPPORT SCALE: NTS – SCALE: NTS co 7 4111 0 NOTICE 1 DES GN D c,`V4�PN044 _ _ = N — = Murrayith&Associates,Inc. SHEET �� D AK '�'°' - _ - - - �' CleanWater Services MECHANICAL DETAILS - 7 _ Q _ Engineers/Planners M 5 �I DRAWN �l Sol, _ – _ -_ = Our commitment is clear. IF THIS BAR DOES o — — — - — — x NOT MEASURE 1" AS 9, ✓o. II.gp00 4Q — __ — — = n= - 121 S.N. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION 0 THEN DRAWING IS CHECKED t* �,c.' Portland, Oregon 97204 FAX 503-225-9022 NOT TO SCALE k BARGg AND FORCE MAIN PROJECT NO. 6631 52 of 89 6 NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14- 161 1.204 1 SCALE: AS SHOWN I DATE: DECEMBER 2015 WELD 6"x6"0/8" TYPE 316 SST END PLATE ON ANGLE IRON, DISCHARGE LINES SECURE END PLATE TO MH W/ . (4) 6"xI " TYPE 316 SST ° ja ii\11 EPDXIED ANCHOR BOLTS (TYP Y2"x4" SST .,Iii A OF EACH SIDE) ANCHOR BOLT 4 ��- IY2"xy." 8" SST STRAP • a ° LINK SEAL Ea LASTOMER IC A a ° <; 4 SEAL ELEMENT COUPLER, TYP 4LS MODEL (C, 5-316) 3 n °a /8 SST HOOK BOL °ad a a ° BOLT PROVIDE 8" DEEP x 12" WIDE 4 a ; • w PRESSURE PLATE NOTCH IN TOP OF WET WELL NOTES: r _amu J "MIS_ WALL, SMOOTH ALL EDGES WET WELL '= 6 PLAN I . WET WELL SUPPORT SHOWN. oz •��'�a CARR I ER PIPE CUT OUT BOTTOM OF VALVE VAULT SUPPORT CABLE CHANNEL g CABLE CHANNEL AND CONFIGURATION FOR ONE Crii.,„„„„eigi, o � 1l , 15/a° SST U w WET WELL PLACE CONC AS SHOWN CIO DISCHARGE LINE. UNISTRUT TOP SLAB o� zI G - i■i��i■iriuu�11uuiu11 3/a" SST SPR I NG NUT p.. . ° e DISCHARGE PIPE cn - o o . 1 a cD ? I " TYPE 316 SST ROD & NUT 0AL MESSENGER CABLE GRIP Ct Lii LI-- _____ CAST/CORE skiiiiiiii E.. o '��_�t DRILLED HOLE a 12' ID CABLE CHANNEL 6" a a' v \I-at:4" as a a . WALL WET WELL TYPANGLE, TYPE 316 SST, IILCABLE aa MIN 3/a" THICK U LOPE TO DRAIN - NOTES: N I -0 CAST/CORE DR I LLED WALL OPEN I NG SECTION A-A I . ALL HARDWARE GRADE 316 STAINLESS STEEL. J `- LINK - SEAL DETAIL CABLE CHANNEL DETAILill DISCHARGE PIPE SUPPORT 3 LEVEL SENSOR CABLE HANGER 4 a o SCALE: NTS SCALE: NTS SCALE: NTS - SCALE: NTS - Y 0 CL (0 in ° a o a N a K) n . ° ° (N Q 0 ` N 15/8" UNI STRUT CHANNEL, I ATTACH GUIDE RAIL 6 UPPER GUIDE 15/8" UNISTRUT BRACKET PER MFR'S RAIL BRACKET, CHANNEL RECOMMENDATIONS MFR BY PUMP lye" ° y SUPPLIER 5/8"x4" 316 SST EPDXY CC o y4"x3" FB , a ANCHOR BOLTS I 4" SST U-BOLT, W/ NUTS �_ N 3/s"x2" SST BAR, & WASHERS AS REVD = Jr „ 0 0^ _ J (2) 3/4" DIA HOLES, ea I FAB, LENGTH 4" DIA PVC M 1 m m t— CENTER HOLES BETW ° e - AS REVD STILLING WELL '. ) �� HOOKS & FB Nt 4 _ _ _ — HEAVY DUTY CABLE 1- 0HOLDER MFR BY USF, mal '1 — _a__.,3/4 x4 LONG EPDXY ANCHORS (TYP) - i to OR APPVD EQ .� I_ CD a) V N t M Q 24 I .t ., ., lye" 53/8" 103/4" 53/8" I72" CABLE HOLDER NOTES: %a"x4" 316 SST EPDXY v 430 o -� ANCHOR BOLTS LL_ I . MATERIAL: STAINLESS STEEL T3 16. 0 2�42�, 72" DIA HOOKS ° 12' DIA PRECAST - 2. APPROXI MATE WEIGHT: 6 LBS. 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. a U a L o STILLING WELL PIPE SUPPORT 0 HEAVY DUTY CABLE AND CHAIN HOLDER AND UPPER GUIDE RAIL BRACKET DETAIL 6 SCALE: NTS SCALE: 3"= 1 '-0" - E I CO NOTICE AMB ,� Fy PROFF4 _ - - — T /+ SHEET 0 1 DESIGNED it itt% _ _ _ _ — Murra�Smith&Associates,Incr :v DAK - _ _ _ _ ±--- — CleanWatel Services MECHANICAL DETAILS - 2 A DRAWN _,6 _- _ _ _ _ Engineers/Planners Our commitment is clear. — IF THIS BAR DOES _ oa� l = _ _ — _ _ x NOT MEASURE 1" AS 9 ✓O 000 C? _ _ — _ _ - = 121 S.R. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION o - THEN DRAWING IS CHECKED �4 NE n.2 A, _ _ _ - NOT TO SCALE 41. aAfl Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 53 Of 89 o NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14- 1611.204 1 SCALE: AS SHOWN ' DATE: DECEMBER 2015 4'-6" 5.5 (TYP) .�. SST H I NGES W/ . . Y." FLR PLATE W/ FLAT BAR SAND BLAST NOTES: • TAMPERPROOF BOLTS FINISH VARIES, SEE DETS THIS SHT SEE DETS THIS SHT ®• a ®--:- e a a m 0I . W—APS 36x48 ALUM I NUM HATCH WITH a --— • ja rz'e`e _ '.0:1 '°' ��l_�r,'T�� " N T, GAS__ BITUMINOUS PAI SHOCK AND - 1 —I' F ��_ \` SANDBLAST FINISH, MANUFACTURED BY I i I II I z GAS SHOCK FOR USF FABRICATION OR APPROVED EQUAL.11 1 P 9 U I I I II II z LIFT ASSIST 2. MATERIAL: ALUMINUM. 9 ' 00I I I II z SST AUTOMATIC HOLD I 3. LOADING: 1560 LBS PER SQUARE FOOT TOP AND I NTERMED I ATE RAILS = I II I) ° I ) I I PIPE PESHALLRA RAILING BE 0/2" NG AL SCHED 40 II f� of o OPEN ARM W/ RED co u�� u I oto 11 11 (CAPABLE OF HOLDING UP TO 25 FEET _I I I It u I ooa000 Ip - VINYL GRIP �j HEAD OF WATER). - "1I I SW " ' I II II - I N) II II I I II �1 I a 4. 316 STAINLESS STEEL BOLTS AND -P-- € - •s 9 c NUTS. p 4�1 1 II _I I II I� to I 5. APPROXI MATE WEIGHT: 162 LBS., M I 1 II I = L_ _I _ V APPROXIMATE LIFT WEIGHT: 5- 10 LBS. — _ _ — ! ,1. �� POST RAILS SHALL BE lye" AL °' .0. — — L— - • • = 6. AREA OF FRAME IN CONTACT WITH SCHED 80 PIPE RAILING - CONCRETETOBEPAINTEDWITH © FLUSH WATERTIGHT .10. SQ BAR EPDM GASKET BITUMINOUS COATING. o HANDLE d ■ .To. v 1 Yo d (2) SST WATERTIGHT CAMLOCK HANDRAIL FLOOR a (, HANDRAIL FLOOR FLANGES to TH I SGSHT (HANDRAIL a:71 ' a 4 a (HOLLAENDER #45SBC OR "i NOT SHOWN) ad APPVD EQ) ANCHOR NOTES: – L c Ne FRAME/COVER DETAIL I . R I VETS SHALL NOT BE USED FOR PIPE CONNECT I ONS TO F I TT I NGS. F 48" (ACTUAL OPEN I NG) a 2. GUARDRAIL SHALL BE SPEED-RA IL®, MANUFACTURED BY HALLAENDER MANUFACTURING VALVE VAULT HATCH DETA I L a COMPANY, OR APPROVED EQUAL. u) SCALE: I "= I '-0" v 3. ALL MODULAR GUARDRAIL COMPONENTS SHALL BE ALUMINUM AND IN STRICT o CONFORMANCE WITH OREGON OSHA REQUIREMENTS. N I- 91-4" (OVERALL HATCH) 4. SCHEDULE 40 ALUMINUM PIPE SHALL MEET THE REQUIREMENTS OF ASTM429 6063-T6 - - SLAMLOCK PLUG PIPE WITH FY=25 KSI OR HIGHER. 6" (TYP) a_ WELDED BEAM SECTION -. 4 -8 4 -8 .- - SLAMLOCK KEY 5. SCHEDULE 80 ALUMINUM PIPE SHALL MEET THE REQUIREMENTS OF ASTM429 6061 -T6 FOR HOLD OPEN ARM I SST GAS SHOCK WITH FY=35 KSI OR HIGHER. 4 Y4 FLOOR PLATE `r •®• (•®• 6. ALL FASTENERS AND ANCHOR RODS TO BE TYPE 304 OR 316 STAINLESS STEEL. u) PIN [- ii j s i r• ILS JI IL E iI W .. _ii firma 11 ^ --. ` ,� '.F L o I _ I I _ I I _ _ I 0 7. PROVIDE DISSIMILAR METALS PROTECTION AS REQUIRED BETWEEN DISSIMILAR METALS. j II 1111 j I I I I I ' r44 N II 11 1 HH 11 III I 1 I I I � HANDRAIL DETAIL 2 11 I 11 I 1 1 I I I I 1 -- _t IIII I t I I I I I I‘11 I t = -zSCALE: 1 "= I '-0" r_ II Nz SST AUTOMATICQ II I I 111 IIIk 1 1 I I I 11 I N o HOLD OPEN ARM 1 I 1 I11 I I I I I I I I I W/ RED VINYL -o = _ g SST HINGES W/ o N 1u l I I III I �� I I I I I I ! I - GRIP I I -1 I I TAMPERPROOF To a I in � I I I II I I I I I I I I I w o w I I I;� III I I I r 41 I BOLTS v o , �1 1 1 Iu I IIS 1 11 I 1 11 IT o I 11111 I 11 11 I I III I - I I I 1 1II III 1 11 I I I I I I FLUSH CAST AL z I I I III I I I I I I I I I I DROP HANDLE - II ;y 1 111 1 111 r 1 1 111 r; 1 I " 1Tir21l..1E11�• imp NiJ�I`� n_ I 1=11.7 I it .0. Al N tad I I 1 �I I 1 , L4"x4"x3/a" FRAME - , a� .- RECESSED STAPLE j HANDRAIL FLOOR FLANGES, FOR PADLOCK SST WATERTIGHT o SEE DET 2, THIS SHT (2) SC7 X 3.29# SLAMLOCK NOTES: o (HANDRAIL NOT SHOWN) REMOVABLE BEAM I . 48"x 108" ACCESS HATCH MANUFACTURED BY USF FABRICATION INC, OR APPROVED EQUAL. � .: . rl, 1 iir IIS` 00. '"" moo; _ _ j — 2. MATERIAL: ALUM 1 NUM 2'— I 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. �— - a •- an FRAME °' 4. 316 STAINLESS STEEL NUTS & BOLTS. E 3'-0" 3'-0" 3'-0" 5. AREA OF FRAME I N CONTACT WITH CONCRETE TO BE 91-0" PAINTED WITH BITUMINOUS COATING. a) FE WET WELL HATCH DETA I L 0 SCALE: 3/4"= I '-0" CD i NI- NOTICE AMB ��9 PRa`Fff, __ = MurraySmith&Associates Inc. SHEET 0er DESIGNED V� ��,o % O — _ _ _ , IN DAK 79401 = = - - — CleanWater Services MECHANICAL DETAILS - 3 - En ineers/Planners - o M 7 �i DRAWN a• � � _ _ _ _ __ _ g Our commitment is clear. IF THIS BAR DOES o. . 0N x NOT MEASURE 1• AS •" ✓bNf II 1p0� Ace = - - _ _ _ = = 121 S.H. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION o THEN DRAWING IS CHECKED �F� �,� — Portland, Oregon 97204 FAX 503-225-9022 j NOT TO SCALE M- BAB° g AND FORCE MAIN PROJECT NO. 6631 54 of 89 6 NO. DATE BY REVISION RENEWS 12-31-15 - PROJECT NO.: 14- 1611.204 I SCALE: AS SHOWN ' DATE: DECEMBER 2015 ONE— LINE D I AGRAM SYMBOLS CONTROL SCHEMAT I C SYMBOLS ELECTR I CAL PLAN SYMBOLS L I GHT I NG PLAN SYMBOLS - o 1 FIELD WIRING EXTERNAL TO TIME DELAY RELAY, TRX, TIMING OX LUMINAIRE (HID OR INC) LIGHTNING ARRESTOR ❑---0 TDAE RANGE AS NOTED: -L GROUND Z Y CONTROL PANEL 111). (V0 TDAE = TIME DELAY PICK UP x CURRENT TRANSFORMER AFTER ENERGIZATION ELECTRICAL CONNECTION EXIT SIGN, SHADED AREAS INDICATE X = NO. OF PHASES TERMINAL BLOCK, FEED THRU ♦ BY ❑ STYLE TDAD = TIME DELAY DROP OUT I FACE(S) x POTENTIAL/VOLTAGE TRANSFORMER AFTER DE-ENERGIZATION ---40--- CONDUIT SEAL - 3 E- X = NO. OF PHASES 1:I TERMINAL BLOCK, DISCONNECT TRX TIME DELAY RELAY CONTACT, Z O FLUORESCENT LIGHT FIXTURE Y STYLE --0-e-- NORMALLY OPEN, CLOSE AFTER 0 CONDUIT TURNED DOWN ---<(------<(--- DRAW OUT OR STAB- IN CONNECTION --0-e--0-e--OFF TIME DELAY ON ENERGIZATION ©r SELF CONTAINED EMERGENCY LIGHT n HAND / AUTO TRX 0 CONDUIT TURNED UP Y o— LOW VOLTAGE CIRCUIT BREAKER SELECTOR SWITCH -o -�-� TIME DELAY RELAY CONTACT, I200AF TRIP AMPERAGE/POLES/FRAME SIZE ° o /� NORMALLY CLOSED, OPEN AFTER XOyY HEAD LIGHT, REMOTE MOUNTED 1200AT X00 TIME DELAY ON ENERGIZATION _ HOME RUN EXPOSED 3P \r/ 30A FUSED SWITCH, o o ON - OFF SWITCH TIME DELAY RELAY CONTACT, -- -- HOME RUN CONCEALED © POLE MOUNTED LUMINAIRE o�o-{ FUSE RATING/POLES/SWITCH RATING XO -o._o- NORMALLY OPEN, CLOSE ON z Y 6OA NF = NON FUSED V/ ENERGIZATION, OPEN AFTER TIME EXPOSED WIRING RUN, o-- FLOAT SWITCH, 3/4"C, (2) #I2 W/ #I2 'G', SWITCH 3P �� DELAY ON DE-ENERGIZATION UNLESS OTHERWISE NOTED Z n LOW VOLTAGE DRAW OUT CIRCUIT CLOSE ON RISING LEVEL �� TIME DELAY RELAY CONTACT, v v _ BREAKER FLOAT SWITCH, NORMALLY CLOSED, OPEN ON UNDERGROUND ELECTRICAL DUCT x EMERGENCY LIGHT, 2 ATTACHED ENERGIZATION, CLOSE AFTER TIME -- EE -- BANK CONCRETE-ENCASED UNLESS y HEADS SHOWN e) < ® CLOSE ON FALLING LEVEL> MEDIUM VOLTAGE DRAW OUT BREAKER DELAY ON DE-ENERGIZATION OTHERWISE NOTED) LUMINAIRE SUBSCRIPTS: TRANSFORMER WITH PRIMARY o- PRESSURE SWITCH -� CLOSE ON INCREASING PRESSURE HORN X = FIXTURE TYPE, SEE FIXTURE SCHEDULE GROUND GRID OR CABLE = 480 ][ 120/24OV VOLTAGE, SECONDARY VOLTAGE, Y CIRCUIT NUMBER FROM PANELBOARD m 7.5 KVA AND KVA RATING SHOWN PRESSURE SWITCH, = CONTROLLING SWITCH - CLOSE ON DECREASING PRESSURE H ETM H RUNNING TIME METER; MAY BE 0 GROUND ROD SWITCH SUBSCRIPTS: 12L I / I r -�❑ TAGGED RTM, ETM OR KC TRANSFER SWITCH I d I -o o- LIMIT SWITCH, EXISTING UNDERGROUND ELECTRICAL NONE = SINGLE-POLE SWITCH ATS = AUTOMATIC __- EE -- m L _ __J MTS = MANUAL CLOSE WHEN POSITION REACHED = III_ BATTERY DUCT BANK 3 = THREE-WAY SWITCH 4 = FOUR-WAY SWITCH X MAGNETIC ED:I) LIMIT SWITCH, UNDERGROUND TELEPHONE CONDUIT STARTER WITH THERMAL OPEN WHEN POSITION REACHED -- � -- (CONCRETE ENCASED UNLESS M = MANUAL MOTOR STARTER WITH THERMAL OVERLOADS MOTOR, (3 PHASE MOTOR SHOWN) OTHERWISE NOTED) ELEMENT FOR SMALL HORSEPOWER MOTOR opo- TEMPERATURE SWITCH, CLOSE ON PE = PHOTOELECTRIC n • - to 0 GENERATOR RISING TEMPERATURE CONTROL POWER TRANSFORMER, J- --- OH --- OVERHEAD ELECTRICAL T = SPRING WOUND TIMER imio 480V- PRIMARY AND SECONDARY VOLTAGES ANTENNA WP = WEATHERPROOF SWITCH N CPT TEMPERATURE SWITCH, 1Yrt AS NOTED, SIZE AS REQUIRED I XP = EXPLOSIONPROOF SWITCH �� OPEN ON RISING TEMPERATURE 120V HP ' HP1 MOTOR UNLESS NOTED N o- FLOW SWITCH, E------I Al TRANSFORMER RECEPTACLE SYMBOLS INSTRUMENT SWITCH SUBSCRIPT: CLOSE ON INCREASING FLOW ° AS AS = AMMETER SWITCH FLOW SWITCH, I -Lj BROAD BAND FILTER FOR HARMONIC POWER OR LIGHTING PANEL BOARD �' DUPLEX TELEPHONE JACK VS = VOLTMETER SWITCH OPEN ON INCREASING FLOW I TI MITIGATION (UNLESS OTHERWISE SHOWN ON DRAWINGS) 3 1 I CONTROL PANEL SUPPLIED WITH -o ® SWITCHBOARD INSTRUMENT TYPE AS o% o� TOGGLE SWITCH (OPEN & CLOSED) L J OTHER EQUIPMENT TELEPHONE JACK INDICATED (UNLESS OTHERWISE SHOWN ON DRAWINGS) 1 i CONTACTOR COIL, CONTROL RELAY X DISCONNECT OR SAFETY SWITCH, 0 TRXlo oho POWER REACTOR X = IMPEDANCE % CE 125V, 20A DUPLEX RECEPTACLE, g w/M METERING TYPE AS INDICATED COIL, MOTOR STARTER COIL, OR NON-FUSED UNLESS OTHERWISE o SOLENOID VALVE COIL INDICATED SPECIAL PURPOSE RECEPTACLE METAL OXIDE VAR I STER 20/3/30 20A FUSE, 3 POLE, 30 AMP SWITCH ® (AS DEFINED ON DRAWINGS) O Kw AMPERESNON-MOTOR RATING LOAD WITH KW OR I RELAY ONTACOR TS, MOOTORA STOAR�TER,NTROL INDICATED PLUG- IN RECEPTACLE STRIP `�l CONTACTS, NORMALLY OPEN & <E-F6T->> FUSE, FUSEBLOCK AND BLOWN FUSE JUNCTION BOX o CS AUXILIARY OR CONTROL DEVICE NORMALLY CLOSED INDICATOR XX P = PULLBOX CD HEAVY DUTY RECEPTACLE c (CONTROL STATION SHOWN). OL TB = TERMINAL BOX --o-/Co- THERMAL OVERLOAD RELAY VFD VARIABLE FREQUENCY DRIVE AUXILIARY CONTACT OT THERMOSTAT HEAVY DUTY DUPLEX �I SEAL-OFF RECEPTACLE SUBSCRIPTS: o DISCONNECT OR SAFETY SWITCH, ofXr0 THERMAL OVERLOAD ELEMENT (xx-xx) CONDUIT TAG OR CIRCUIT NUMBER o CJ NON-FUSED UNLESS OTHERWISE GFCI = GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE •C INDICATED PUSH TO TEST INDICATING LIGHT CS AUXILIARY OR CONTROL DEVICE WP = WEATHERPROOF RECEPTACLE > \ X INDICATES LENS COLOR H HEATING ELEMENT (CONTROL STATION SHOWN). XP = EXPLOSION-PROOF RECEPTACLE -0 CONTROL PANEL SUPPLIED WITH Q OTHER EQUIPMENT o%/ LENS COLORS: ED INTERNAL CONNECTION SOLENOID VALVE GENERAL NOTES R = RED Y = YELLOW SEPARATELY MOUNTED COMBINATION G = GREEN W = WHITE 0 INSTRUMENTATION EPMOTOR STARTER OR CONTROLLER, SEE B = BLUE A = AMBER 0 ELECTRICAL ONE LINE DIAGRAM OR AFG- ABOVE FINISHED SC - SPEED CONTROL DEVICE --I-- I . THIS IS A STANDARD ELECTRICAL SYMBOLS SHEET. SCHEDULE FOR DESCRIPTIONSINGLE CIRCUIT PUSHBUTTONS, ILLUSTRATION OF SYMBOL DOES NOT IMPLY ALL SYMBOLS HAVE 1- 0 0 o--1-Q NORMALLY OPEN & NORMALLY FLOOR SI - SPEED INDICATOR BEEN USED ON THIS PROJECT. > m MOTOR CONTROLLER TERMINAL CLOSED FL - FLOW SWITCH SS - SPEED SWITCH E H - HEATER SL - SEAL LEAK 2. EMPTY CONDUITS SHALL BE PROVIDED WITH PULL ROPE AND BE FIELD DEVICE TERMINAL IL - INDICATION LIGHT HS,SW - SELECTOR SWITCH CAPPED OR PLUGGED, TO PREVENT WATER ENTRY. oI LE - LEVEL ELEMENT TE - TEMPERATURE ELEMENT 3. LIGHTING & RECEPTACLE CIRCUIT CONDUITS & CONDUCTORS ARE o LS - LEVEL SWITCH TG - TACHOMETER GENERATOR NOT SHOWN ON DRAWINGS. CONTRACTOR TO PROVIDE AND 9615 S.W.Allen Boulevard _ ' suite,67 PB - PUSHBUTTON STATION TS - TEMPERATURE SWITCH INSTALL LIGHTING & RECEPTACLE CONDUITS AND CONDUCTORS 00 Beaverton,Oregon 97005 PE - PNEUMATIC ELECTRIC XS,ZS - LIMIT SWITCH Beaver (n0Oe2o-3300 REQUIRED TO OPERATE CIRCUITS. m ENGINEERING, INC. Fax: (503)726-3326 Q Engineering/ntegratedSoluliou" E-mail: rwengQnveng.com STATION XT - POSITION TRANSMITTER _0 Project No.: 483.090.001 Contact: GREG SCHOLZ PS - PRESSURE SWITCH E �G p C�<. o NOTICE SMR w% �SN�� r�\` - SHEET ,�4� ; ' — o ja _ _ MurraySmith&Associates Inc 0 � 1 DESIGNED .- _ _ ELECTRICAL �I CAD '�=P orH6sC w/ = E i .— _ , CleanWater Services Q _ -� aa� _ Engineers/Planners Our commitment is clear. LEGEND AND ABBREVIATIONS E- IF THIS BAR DOES EXPIRES 6/30/2o16_f — r_OO / NOT MEASURE 1" GHS - _SP 4W 0 — 121 SI Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION THEN DRAWING IS CHECKED GreggH. Scholz RE. Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 / NOT TO SCALE Dec-S"2015 7:40 AM I 55 of 89 NO. DATE BY REVISION t.. a < PROJECT NO.: 14- 161 1.204 SCALE: AS SHOWN DATE: DECEMBER 2015 FIRST LETTER(S) SUCCEEDING LETTERS FLOW P R I MARY ELEMENTS VALVES M I S C E L L A N E O U S LETTER PROCESS OR MODIFIER READOUT OR PASSIVE OUTPUT FUNCTION MODIFIER ------1 � II - ORIFICE PLATE >< GATE VALVE II FLANGE A INITIATING VARIABLE FUNCTION H GATE VALVE, N.C. II UNION o PULSATION DAMPER A ANALYSIS (*) ALARM �� ► - SINGLE PORT PITOT TUBE OR PITOT-VENTURI TUBE DI GLOBE VALVE yj Y STRAINER B BURNER, COMBUSTION USER'S CHOICE USER'S CHOICE USER'S CHOICE ECCENTRIC C PLUG VALVE FLOW C USER'S CHOICE CONTROL CLOSED V - VENTURI TUBE 17 AIR RELIEF VALVE STRAIGHTENING D USER'S CHOICE DIFFERENTIAL ow- AVERAGING PITOT TUBE CHECK VALVE VANE E VOLTAGE SENSOR (PRIMARY ELEMENT) i><-V1-Vi><-V1-V1->1-DDOUBLE CHECK VALVE FTi TEE £ AIR RELEASE F FLOW RATE RATIO (FRACTION) FLUME VN PINCH VALVE -3 SCREWED CAP USER'S CHOICE GLASS, VIEWING DEVICE ^ H HANDHIGH R DIAPHRAGM VALVE WELDED CAP FLOAT SWITCH I CURRENT (ELECTRICAL) INDICATE .-- WEIR ht..I BUTTERFLY VALVE HI BLIND FLANGE J POWER SCANT ► - TURBINE OR PROPELLER TYPE � REDUCER 8 ULTRASONIC LEVEL K TIME, TIME SCHEDULE TIME RATE OF CHANGE CONTROL STATION PRIMARY ELEMENT IVI BALL VALVE HOSE BIBB - DEVICE L LEVEL LIGHT LOW � -0d HB CONNECTION - M USER'S CHOICE MOMENTARY MIDDLE -� THERMAL MASS FLOWMETER I•� BALL VALVE, N.C. EXPANSION JOINT N USER'S CHOICE USER'S CHOICE USER'S CHOICE USER'S CHOICE OC POSITIVE DISPLACEMENT TYPE 1>i<1 NEEDLE VALVE FLEXIBLE � CHEMICAL DIFFUSER O USER'S CHOICE ORIFICE, RESTRICTION OPEN - FLOW TOTALIZING INDICATOR Int COUPLING IMO* STATIC MIXER P PRESSURE (OR VACUUM) POINT (TEST) CONNECTION - �Q PLUG (COCK) r. Q QUANTITY INTEGRATE TOTALIZE D ►- VORTEX SENSOR FLANGED ADAPTER COUPLING EDUCTOR/ INJECTOR 0 R RADIATION RECORD OR PRINT - PRESSURE REDUCING REGULATING I- I_ TARGET TYPE SENSOR VALVE, SELF-CONTAINED SLUICE GATE OR INTERLOCK. NUMBER S SPEED OR FREQUENCY SAFETY SWITCH SLIDE GATEIS THE CROSS T TEMPERATURE TRANSMIT -----r] 0.-- FLOW NOZZLE BACK PRESSURE REGULATING DRAIN ® REFERENCE TO A U MULT I VAR I ABLE (*) MULTIFUNCTION (*) MULTIFUNCTION MULTIFUNCTION SPECIFIC �'��"'��JJJJ VALVE, SELF-CONTAINED I—EM ] MAGNETIC FLOWMETER - ELEMENTARY DIAGRAM ✓ VIBRATION, VALVE, DAMPER, T OR TO A SPECIFIC M MECHANICAL ANALYSIS LOUVER ANNULAR SEAL W WEIGHT, FORCE WELL - PRESSURE REDUCING REGULATOR N/I DIAPHRAGM SEAL CONTROL STRATEGY 1 ti SONIC FLOWMETER WITH EXTERNAL PRESSURE TAP DESCRIBED IN THE w X UNCLASSIFIED X AXIS UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED - RUPTURE DISK, SPECS m Y AXIS RELAY OR COMPUTE (*) PRESSURE Y EVENT, STATE, ® ROTAMETER �� RUPTURE DISK, * AV - AIR VALVE OR PRESENCE i PRESSURE SUSTAINING, r7I PRESSURE REDUCING VALVE VACUUM * F - FILTER DRIVER, ACTUATOR, T - TRAP n POSITION, DIMENSION Z AXIS UNCLASSIFIED FINAL Ili, ROTAMETER WITH 0 PURGE FH - FIRE HYDRANT Cri CONTROL ELEMENT INVALVE W 3-WAY VALVE THERMOMETER WELL _ WATER LINE L" (*) WHEN USED, EXPLANATION IS SHOWN ADJACENT TO INSTRUMENT SYMBOL o ® 4-WAY VALVE = o GRAVITY FLOW CALIBRATION H A N D S W ITCH DESIGNATORS GENERAL PRIMARY AUXILIARY NORMALLY TYPICAL CONNECTION IX ANGLE VALVET CYLINDER FLEX INSTRUMENT FIELD LOCATION LOCATION INACCESSIBLE - HOA HAND-OFF-AUTO OC OPEN-CLOSE OR FUNCTION MOUNTED ACCESSIBLE ACCESSIBLE OR BEHIND E- SPRINKLER HOR HAND-OFF-REMOTE OSC OPEN-STOP-CLOSE SYMBOLS TO OPERATOR TO OPERATOR THE PANEL PRESSURE RELIEF VALVE DP PRESSURE VALVE Op, IN-LINE DEVICE SPRAYER 0 F-R FORWARD-REVERSE OCA OPEN-CLOSE-AUTO LR LOCAL-REMOTE A/M AUTO-MANUAL DISCRETE O © * FC = FAIL CLOSED J INSTRUMENTS ID © Olel Da / * FO = FAIL OPEN - N NSTRUMENT R U M E N T SERVICES SHARED DISPLAY, �X 1 (X� X� (X� DIRECT CONNECTION TO LC = LOCKED CLOSED E Q U I PENT NPROCESS LO = LOCKED OPEN ASS INSTRUMENT AIR SUPPLY SHARED CONTROL �X� KX_} KX� cjj H CLOSED DURING NORMAL OPERATION I III BLOWER/FAN 480V� 120 VAC ELECTRICAL SERVICE (DIFFERENT SHADING INDICATES PORT TO BE MIXER VOLTAGES ARE SPECIFICALLY NOTED) COMPUTER AIM ARIL® © © TEMPERATUREHWELL ELEMENT CLOSED DURING NORMAL OPERATION. FUNCTIONDOT INDICATES PORT TO BE CLOSED ar PUMP 0) 4011 CD PLC I N P U T/O U T P U T PROGRAMMABLE Ox, DURING ALTERNATE OPERATION. LOGIC CONTROL ® ® VERTICAL TURBINE --_ METERING PUMP DISCRETE4 ANALOG f DISCRETE ANALOG t RADIATION OR SONIC VALVE OPERATORS PUMP E el, INPUT ,L OUTPUT As INPUT e- OUTPUT SENSING '�, �J 1)- DIAPHRAGM CYLINDER OPERATOR PUM w L I N E S01111 DIAPHRAGM s 4 SOLENOID FLA CAVPITYROGRESSIVE o FILLED SYSTEM, -@ PRESSURE c -► MAIN PROCESS // // PNEUMATIC DIAPHRAGM SEAL BALANCED SOLENOID 8 SUBMERSIBLE PUMP n CONNECTION MOTOR cVALVE ROTARY PUMP > - SECONDARY PROCESS L L HYDRAULIC T01 Q B PID-3 CONTINUING SHEET X X CAPILLARY TUBE n COMMINUTOR w REFERENCES ,L �, ELECTROMAGNETIC OR SONIC 0 ; ; PERISTALTIC PUMP FROM DRAWING REFERENCE (GUIDED) o LINE CONTINUATION NOT GENERAL NOTES 0 CONNECTED CONNECTED A. THIS IS A STANDARD LEGEND SHEET. SOME SYMBOLS ~ 24" BW OR ABBREVIATIONS MAY APPEAR ON THIS SHEET 0 AND NOT ON THE PLANS. E PIPE SYSTEM MECHANICAL OR PIPE SIZE IN INCHES ciI I ELECTRICAL SIGNAL I m ELECTRICAL + 9615 S.W.Allen Boulevard l 0 Suite107 —o__,——*--*--°--°---°--°--°-- SOFTWARE OR DATAL I NK U Beaverton,Oregon 97005 Phone: (503)726-3300 CO ENGINEERING, INC. Fax: (503)726-3326 Q Engineering Integrated Solutions" E-mail: rweng©rweng.com L Project No.: 483.090.001 Contact: GREG SCHOLZ E 6n' v) �iG�1s "� SHEET T NOTICE /v,7%�C £s s 0 DESISMGNED ( 41V!° J - — Murray Smith&Associates,Inc, 1 P&ID ) - I CAD , n"t,,,- q"fid:; - - CleanWater Services E— \P�� &-Y,� — = = _ Engineers/Planners 2 ro r ,c : — DRAWN ' 5rttL__- - — — _ Our commitment is clear. SYMBOLS IF THIS BAR DOES ; cxl>iEtt's sy3olzo,o { - / NOT MEASURE 1" GHS a4 121 St Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION TNOT TOAWING SCALES CHECKED Gregg H. Schulz P.E. — — Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 / Dec S 2015 7:40 AM PROJECT NO.: 14- 16 I 1 .204 SCALE: AS SHOWN DATE: DECEMBER 2015 56 of 89 NO. DATE BY REVISION �� :� UTILITY -----------_, GENERAL NOTES SUPPLY SEE I17 I A. SITE PLAN P-GEN- I THE AVAILABLE FAULT CURRENT I S 14,451 AIC. PROVIDE AIC RATED EQUIPMENT AS SPECIFICALLY �• 0 ' NOTED FOR SOME INDIVIDUAL EQUIPMENT, OR ELSE 600AF l• 22KA I C, MINI MUM. COORD I NATE ALL PGE P-PGE- I ( -- 600AT I REQUIREMENTS WITH PGE REPRESENTATIVE PRIOR TO G N18 3p INSTALLATION OF POWER SERVICE. N �•-----------J SERVICE MAIN 350KW GENERATOR, B. CONTRACTOR SHALL COORDINATE ALL CIRCUIT DISCONNECT P-ATS- I P-MCC- I 48OV, 30, 4W, 60Hz - BREAKERS PERTAINING TO SELECTIVE COORDINATION 480V, 30, 60Hz ------- MCC 480V, 30, 4, 60Hz_600A_65KA I C RATED--- -—--—- REQUIREMENTS, PER NEC ARTICLE 701 . (P-PGE-2 -- ----------- 1 O __ I ' ' ° KEY NOTES ED I • 600AF I I I I ' IOOAF O 225AF o 225AF o 225AF o 225AF o ITEM DESCRIPTIONS COMMENTS © ( 600AT 15 ( 3OAT 15 ( 200AT 15 ( 200AT 15 C 200AT 15 ( 200AT 6 480V 3-PHASE, 4-W I RE60HZ UNDERGROUND j i 3 i o 3P I I I I • 3P • 3P • 3P ? 3P • 3P 0 I N PGE UTILITY TRANSFORMER ' 0 SECONDARY SERVICE i I i 5 � I i O UTILITY METER PROVIDE AND INSTALL PER PGE STANDARDS. ., (P-PGE-3 i ii I ( ( I I ( PGE SHALL TERMINATE METERING WIRES. 0L_____i i i i i i 19 I PROVIDE AND INSTALL PER PGE STANDARDS. I I I I I O7 I O CURRENT TRANSFORMER (CT) PGE SHALL TERMINATE METERING WIRES AND Cr) ENCE MOUNT CTS. .u_). (P-MAIN- D 'LP ,9 PROVIDE #2/0 AWG BARE COPPER GROUND - 0 SERVICE GROUND CONDUCTOR CONDUCTOR. ----- -- ---s="J L---------- --- - ----_ - • 10'-0" 480V, 3-PHASE, 3-POLE, 60HZ, 600A RATED is i. O5 AUTOMATIC TRANSFER SWITCH AND WITH SOLID PROGRAMMABLENEUTRALOPTTRANSITION CONTROL �q P-VFD I - I P-VFD2- I (E-VFD3- I P-HPI - I CE-PS2- I SPACE FOR FUTURE PUMP STATION PROVIDE SPACE IN MCC FOR FUTURE 480V, m O FEEDER CIRCUIT 400A, 3-PHASE, 3-POLE, 60HZ MCCB. I I l‘t UNDERGROUND CONDUIT FOR PROVIDE AND INSTALL CONDUIT FOR FUTURE S Fa-- • ---) -- . ----1 r-----7-----1 O7 FUTURE PUMP STATION FEEDER EAST WETWELL AND VALVE VAULT PUMP - 1 1 � i � P-HPI -2 CIRCUIT STATION POWER. 10'-0" x 3/4" WATER BLDG I C' 22 I I (• 22 I ILH 22 ( - UNDERGROUND CONDUIT FOR STUB CONDUIT UP AT FUTURE PUMP STATION. BARE COPPER PIPE STRUCTURAL , IO 30• P HPI -2 O FUTURE PUMP STATION FEEDER SEE SITE PLAN. COORDINATE SPECIFIC CIRCUIT LOCATION WITH ENGINEER. o GND RODS, STEEL ' • ' ' • ' ' 'NI 48OV, 3-PHASE, 3-WIRE 60HZ, 125HP, HEAVY TYP OF 2 I I I I I I 13 O9 VARIABLE FREQUENCY DRIVE DUTY RATED, 18 PULSE, 65KAIC RATED 10 D I STR I BUT I ON PANEL 480V, 3-PHASE, 4-WIRE, 60HZ, 225A, 65KA I C RIVER TERRACE PS VOLTAGE: 480.0 3-PH I I 5% I I 5% I I � � 5q o LOAD •SUMMARY PROJECT NO. 483.090.001 I • I I I I I P-XFMR- I J I I STEP-DOWN TRANSFORMER 480V-240/120V, I -PHASE, 60HZ, 37.5KVA ITEM KVA DEMAND NEC i i I I 12 LIGHTING PANEL 240/120V, I -PHASE, 3-WIRE, 60HZ, 225A °' CONNECTED FACTOR KVA DEMAND I O I I O jIIt9I 11I 7Thr: I 1 3 DUCT HEATER NO. 1 480V, 3-PHASE, 3-WIRE, 60HZ, I OKW w 1 P- I 129.7 1 .25 162. 1 i i i i i L - - 0 2 P-2 129.7 1 .00 129.7 _____J _____I L __ __ __ __ __+__ — P-LPI - I ) 14 AIR HEATING UNIT NO. I 24OV, I -PHASE, 2-WIRE, 60HZ, 7.7KW UNI T 3 P-3 (BUILD OUT) 129.7 1 .00 129.7 O WITH I /2HP FAN. i 41 .00 0.0 PROVIDE MCP IN STANDALONE MCC BUCKET. 5 1 .00 0.0 15 MOTOR CIRCUIT PROTECTOR COORDINATE SIZE AND TRIP SETTINGS AS a., P-PMPI - I ® CE-PMP3- 1 I U RECOMMENDED BY CONNECTED EQUIPMENT MFR. 7-(P-AHU- I) 6 UH- I 10.0 1 .25 12.5 240V, 10, 60HZ HEAT PUMP UNIT. SEE 0 7 UH-2 (FUTURE) 7.5 1 .25 9.4 A 1 RGAP POWER ----- -- I OOA ,{ P—AHU— I 16 HEAT PUMP UNIT HPU- 1 MECHANICAL SHEET M-4. PROVIDE AND MOUNT c 8 LP- I 37.5 1 .25 46.9 DISCONNECT `■ 20 ----- • 20 -- 20 12 DISCONNECT TO SIDE OF UNIT. E 9 LP-2 (FUTURE) 15.0 1 .25 18.8 ENCLOSURE 1P-HPU- I ) 14 PROVIDE WITH ADJUSTABLE INSTANTANEOUS, n10 P-PMPI -2 P-PMP2-2 (E-PMP3-)r -i \ 17 MOLDED CASE CIRCUIT BREAKER LONG, AND SHORT TRIP SETTINGS THAT 1 ( SELECTIVELY COORDINATES WITH 105 105 ((10511 3OA P-HPU- I � DISTRIBUTION SYSTEM PER NEC ARTICLE 701 . o TOTAL LOAD: 459. 1 509.0 \` � GENERATOR GND-NEUTRAL BOND CONTRACTOR SHALL REMOVE GENERATOR o NEC DEMAND AMPS: 552.2 PUMP PUMP (FUTURE) 16 0 STRAP GROUND NEUTRAL BOND STRAP. - NO. 1 NO. 2 PUMP 19 SURGE PROTECTIVE DEVICE PROVIDE SPD FOR POWER SERVICE SURGE -o NO. 3 PROTECT I ON. ELECTR I CAL LOAD SUMMARY ELECTR I CAL O N E— L I NE D I A G R A M 20 AIR GAP PANEL TERMINAL LUG POWER DISTRIBUTION TERMINAL LUG FOR PUMP POWER CABLE CONNECT I ON. 0 NOT TO SCALE NOT TO SCALE CONNECT FEEDERS TO MCC LUGS THRU TOP 0 21 MCC MAIN LUG ENTRY SECTION WITH OVERHEAD CIRCUIT. 22 VFD CIRCUIT PROTECTION MCP SIZED PER MANUFACTURER'S RECOMMENDATIONS. it cn (..) 1 0 0) 9615 S.W.Allen Boulevard R _ Suite 107 o Beaverton,Oregon 97005 o Phone: (503)726-3300 go) ENGINEERING, INC. Fax: (533)726-3326 Q "Engineering Integrated Solutions" E-mail: rweng@rweng.com -C Project No.: 483.090.001 Contact: GREG SCHOLZ E �' �tU PR(�Fs >, NOTICE /";?coile4a rr'• SHEET L_ SMR . 3742 `_4`1 _ — Murra Smith&Associates Inc 0 1 1 DESIGNED 1, A _, - Y ELECTRICAL f2 b1Es6a- rr . . 1 ' — I CAD ... \t\,-0-P-1.6.41 � yq o . T� a _ Engineers/Planners C1eanWatServices p g ��/ho DRAWN �cH.s�,i ► �— ONE-LINE DIAGRAM E- 3 00 IF THIS BAR DOES Ey,PG s/302016 .r v� Our commitment is clear. j NOT MEASURE 1" GHS j — _ W i= = 121 Si Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION THEN DRAWING IS CHECKED _'=.!a wAM NOT TO SCALE GreggII. Scholz P.E. Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 57 of 89 Dec S 2015 7:41 AMPROJECT NO.: 14- 16 I I .204 I SCALE: AS SHOWN I DATE: DECEMBER 20 15 NO. DATE BY REVISION :-.eta_; I I AY PD / Fo�� <.� / S FER � # /" SW SCNC�'__ FO p . .- �. GENERAL NOTES ............ 1 ATIVE PRIOR TO INSTALLATION OF POWER tiw --- --•- REPRESENT AT 0 SERVICE. __ ___ _ _ _ u 1 I' B. FIELD COORDINATE SPECIFIC LOCATION OF POWER 1' I I SERVICE ROUTING INCLUDING TRANSFORMER AND _ ______________________ I STREET F 1 VAULTS W I TH PGE. 11 ____________ _______________________� C. CONTRACTOR SHALL COORDINATE WITH OTHERS TO CONNECT CIRCUIT P—PGE— I AT THE WORK LIMITS OF .' CO I THE CONTRACT. 1i I j CP—PGE— I $ 1 I 1 D. PLAT SHOWN PROVIDED BY PACIFIC COMMUNITY W ' i 1 DESIGN FOR REFERENCE TO PROPOSED ROW AND PUE I ONLY AND IS NOT PART OF THIS CONTRACT. I. 1 1 1 A 1 1 0 1 1 Q STREET E _ 1 CCW W KEY NOTES ,— �I \I \\ F cc I TEM DESCRIPTIONS COMMENTS C �1I \ \ CO I 0 EXISTING PGE UTILITY POLE W �; \1 1 0 OI # i49I PRIMARY POWER SERVICE POLE Ii W 1, 1 , 1 ,ie '1 I cn STUB—UP CONDUIT AT EXISTING SERVICE 6; Cl) 1 0 SERVICE CONDUIT STUB—UP POLE. INSTALL PER PGE STANDARDS. L 1 I ------------------ - w 0; 1 !- !LtIT NEW PRIMARY POWER UTILITY PROVIDE OLDCASTLE TYPE 660—LA VAULT, OR Lii LiO3 aVAULT 660—LA STANDARDS. PGE PROVIDED 750KVA TRANSFORMER, 1 � ONEW PGE SERVICE TRANSFORMER 12.7KV-480Y/277V, 3—PHASE, 4—WIRE, 60HZ. AND VAULT CONTRACTOR SHALL PROVIDE PAD/VAULT PER ri I PGE REQUIREMENTS. In I I i/ I o P—PGE— I ' ,,''••m 1 O BUILDING SITE PLAN SEE SHEET E-5 FOR BUILDING SITE PLAN. N 1 ------------------------ /l. ll to 1 I' 11 N / I -_ // i i O6 DIVISION OF WORK REFER TO NOTE 21 , SHEET G-2. I STREP- / 1 C / t D i,�r t T 1 .\ t t a ` `� / / 3 1 \ \ • 1 • • ` • i • \ \ I W © Gj • \ PPP r P—PGE— I Z • \ , a o \' I \ 1'tWORK LIMITS OF 1 ' N 9 m CONTRACT WITH t 0OPOLYGON jgJRATIF WORK �.milliQ/p AI t � ' c C Q © _ti 1/2 1/2 1/2 - ... • . \ \ \ \ 1/2 1/2 I— \\7 \ \\ \\ \\ \\ L \ \ Ili \ \ \ \ 1/2 CD I ,IIIMY 1 \ ------- / \ rn �r- 0 9615 S.W.Allen Boulevard Suite 07 N S I T E PLAN U - Beaverton, rton,Oregon 97005 O Phone: (503)726-3300 cn ENGINEERING, INC. Fat (503)726-332s Q Engineering Integrated Solutions" E-mail. nveng C nveng.com SCALE: III 1001-0" _C Pta)oct No.: 483.090.001 Contact: GREG SCHOLZ E cn > NOTICE ��1%aG "tri\ , SHEET SMR .& ,R�7«, _ ® _ MurraySmlth&Associates,Inc. ELECTRICAL DESIGNED ' '� ' ° °"` - C1eanWater Services i.. 1 ' __ Engineers/Planners E- 4 MI DRAWN \,, ,16,20 j,/ 00 — - Our commitment is clear. UTILITY SERVICE SITE PLAN IF THIS BAR DOES EXPIRES s%flJzotc J = / NOT MEASURE 1" GHS = a = 121 St Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION L_ THEN DRAWING IS CHECKED Gregg H. Scholz P.E — Portland, Oregon 97204 FAX 503-225-9022 3 NOT TO SCALE u g AND FORCE MAIN PROJECT NO. 6631 Dec°8 2015 7:41 AMPROJECT NO.: 14- 16 11.204 I SCALE: AS SHOWN I DATE: DECEMBER 2015 58 of 89 NO. DATE BY REVISION )S=wra \ I ° l i I GENERAL NOTES 1 A. COORDINATE ALL PGE REQUIREMENTS WITH PGE ; REPRESENTATIVE PRIOR TO INSTALLATION OF POWER I SERVICE.B \ I . FIELD COORDINATE SPECIFIC LOCATION OF POWER I SERVICE ROUTING INCLUDING TRANSFORMER AND 1 , I VAULTS WITH PGE. — ' - — - — C. CONTRACTOR SHALL COORDINATE WITH OTHERS TO , - - - — - - — - — - — _ __ _ — _ CONNECT CIRCUIT P–PGE– I AT THE WORK LIMITS OF 1 THE CONTRACT. I I �j ( P–PGE– I � ' KEY NOTES -- - N • I ITEM DESCRIPTIONS COMMENTS } III PRIMARY POWER SERVICE I' OI SEE CONTINUATION ON SHEET E-4 CONTINUATION I PGE PROVIDED 750KVA TRANSFORMER, 1— ' NEW PGE SERVICE TRANSFORMER 12.7KV-480Y/277V, 3–PHASE, 4–WIRE, 60HZ. cn 7 ; I O AND PAD–VAULT CONTRACTOR SHALL PROVIDE PAD–VAULT PER L , 1 PGE REQUIREMENTS. J WORK LIMITS OF II cn CONTRACT WITH �1, PROVIDE 6" BOLLARDS PER PGE REQUIREMENTS 6; POLYGON 1I 0 SERVICE TRANSFORMER BOLLARDS FOR SERVICE XFMR PROTECTION. COORDINATE I9 - 1 REQUIREMENTS WITH PGE PRIOR TO WORK LIMITS OF 1 INSTALLATION. (TYP I CAL OF 2) et CONTRACT WITH I S © 1 o CWS - - `- - - - _ - " r_ __ _ _ _ — - _ _ I _ — _ _ — _ • II O4 GROUND ROD TEST WELL SEE DETAIL 6 ON SHEET E– IO. (TYPICAL OF 2) j!irrarrrt• • • • — - - — — — — " I o . — —� it • • • • •• •• 1 j O5 SERVICE GROUND CONDUCTOR SEE ONE-LINE DIAGRAM, SHEET E-3. 01 tri 5 0 1 • _•• �' • I 1 PROVIDE AND INSTALL 4'Hx4'Wx4'D in "--1� • I �� . - 1 I I O6 ELECTRICAL VAULT NO. 1 PREFABRICATED CONCRETE UTILITY VAULT, - I 1 — +- — — — — — — — — — _ I I • '- r ) • II I_ _ _ _ OLDCASTLE 444-LA, OR APPROVED EQUAL. I N • - _ - — I� — — ��Z- —; I II I PROVIDE 6" BOLLARDS FOR GENERATOR N ' • -, � \ I I 0 GENERATOR BOLLARDS PROTECTION. (TYPICAL OF 2) ' • I I O WETWELL THE WETWELL IS A CLASS I , DIVISION I • • S II I AREA. o I ' • I I THE CABLE TRENCH ISA CLASS I , DIVISION 2 0 1 ' ii I CABLE TRENCH AREA. S S / \ • I \II II 10 CT ENCLOSURE PROVIDE PGE APPROVED NEMA 3R RATED CT ' • t ` i, i� I ENLCOSURE, MINIMUM DIMS 48"HX36"WX 12"D. LisP- P1 ± 10 `J - P-PUMPI -2 ® 1 • I I j \ I P–GEN-2 • -1 -1 Ii I II AIR GAP PANELS SEE SHEET E-29 FOR ELEVATION DETAIL. CD r;P-PGE-2 ' OmUMP2-2 • I `" l • II II SUBMERSIBLE PUMP. SEE ONE-LINE DIAGRAM, o I 01 ® N / I I 12 PUMP NO. 1 SHEET E-3. ' 1 \`. I ® •1' '� I I I _ - _ _ J I SUBMERSIBLE PUMP. SEE ONE-LINE DIAGRAM, ca)o \\ S ® 5 I li i 13 PUMP NO. 2 SHEET E-3. 1 - rL" D • 240V, 10, 60HZ HEAT PUMP UNIT. SEE c I t IZGERD \\ •i S S • k II II 14 HEAT PUMP UNIT HPU– I MECHANICAL SHEET M-4. 1 E I I 1 I 350KW DIESEL GENERATOR, 480V, 30, 4 WIRE, TD O I 1-. –1 • I I 1 15 GENERATOR 60HZ. ° Il S �I , J ■ I— 7 I 1 PROVIDE AND INSTALL 4'Hx4'Wx4'D – • i II I 16 ELECTRICAL VAULT NO.2 PREFABRICATED CONCRETE UTILITY VAULT, 0 CC–HPU– I l 14 I I I II I OLDCASTLE 444–LA, OR APPROVED EQUAL. o iiii P–HPU– I ��30 15 I L - L – _ _ _ _ _ •• II I PROVIDE AND INSTALL 4'Hx4'Wx4'D 2 r 1ICE MCP– I I I 1 17 ELECTRICAL VAULT NO.3 PREFABRICATED CONCRETE UTILITY VAULT, S a 9 CE–VFD4– � E–VFD4– L — I • I I� OLDCASTLE 444–LA, OR APPROVED EQUAL. CE–VFD5–• II I CE–VFD5– — — - • I II l POLYGON CONTRACTOR TO PROVIDE 4" 12_ CE–PS2– I I CONDUIT, TRENCHING AND PRIMARY SERVICE a) • •` CE–PS2– I 1 • • • i I VAULTS FROM SERVICE POLE TO PUMP STATION 0 - • • • • I ` – PROPERTY LINE. CWS CONTRACTOR SHALL _ _. L • • • • • •110112411) • • I • • • • • PGE SERVICE DEMARCATION I 18 EXTEND 4" CONDUIT AND TRENCHING FROM PUMP STATION PROPERTY LINE TO SERVICE I I I © I I I,j� / TRANSFORMER AND INSTALL PULL CORD IN THE I / 'I 4" CONDUIT FROM THE SERVICE TRANSFORMER (n I \II TO THE NEAREST PRIMARY SERVICE VAULT. of 1 I I I / 19 DIVISION OF WORK REFER TO NOTE 21 , SHEET G-2. 96,5 6.W.PJIen Boulevard N e SITE PLAN Suite 107 U Beaverton,Oregon 97005 SCALE: 1 /8" = I '-0" 0 Phone: (503)726-3300 c(n ENGINEERING, INC. Fax: (503)7263326 Q Engineering Integrated Solations" E-mail: rweng�nveng.com L Project No.: 463.090.001 Contact: GREG SCHOLZ 1 (n ,.4�lNE/CJ \ SHEET >. NOTICE /`��+G � a SMR > ,57, E - _a, - __ MurraySmith&Associates Inc ` DESIGNED ..-,14,A4 . _ — = 0 1h 1 = c; > > ELECTRICAL ..r I — ( CAD \ \, ,fir., / = 7 �pto`'" °% - = = Engineers/Planners can ater ervices E- 5 to DRAWN ;��.5�� _ - PUMP STATION SITE PLAN 00 IF THIS BAR DOES cx�aes a�aorzn,g = Our commitment is clear. j NOT MEASURE 1" GHS - a = — = 121 S.H. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION THENDRAWING TTOASCALES CHECKED Gregg H. Scholz RE. -� — Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 Dec S 2015 7:41 AMPROJECT NO.: 14- 161 1.204 I SCALE: AS SHOWN I DATE: DECEMBER 2015 59 of 89 NO. DATE BY REVISION %_,)'..)1,..,p, t : P—PMP2-2) 13 P—PMPI -2 (CE—PMP3— I (P—PMP2— I • CE—GEN— I 4—PMP I — Ily \ P—GEN-2 13 © Q \��\ P—GEN— I ) P—LPI — I 0 — — • — P—LPI —6 _ ---= — �_ —1—1 P—LPI-5 9 . d .d.. h ° ^ • °. • •e _e A . .' VFD a —fw — — _, i ACE—VFD4-3 ,..._., _....7,___ l l '/ VFD VFD — — — — 1' .� ° P—LPI -8 ) •' e . P-LPI - I / _ -5 (FUTURE) S- - - - - -i . „,, 0 r- - - - -- / /r- - -Z I 5- - — I L.CE—PS2- 0 P—LPI -2 - - -i / /i- - - -� 2- - � /2- - -� fir- - r ti r / / 0 I I ■■11 ■■11 / / P-VFD2- I / / CCE-VFD4- I ,l /o w/ , 1 �s'!3 so" /0 I �� P-VFDI - I / / � P-LPI -3)J o � i �1 , a o 30 — S - - Z a • Al ( J / ti CE-VFDS- (1-y, '-t _ _5, ```I i ♦ ♦ I I♦ ° . P-XFMR-I \ / w 1 `� 1 _ _ I P � HPU- I / O w T / P-EF I - I + ,1 P-MCP- I j 30 ` • L 1 „ ^ e �-o \ \ Cc( - - - �� 1i // / 2- -d— P_LPI -4) 7" 0 I (CE—VFD5-3) ` {—p \ - - �' P—MCC— I A I CE—PS2— I < " P—LPI -7 I ' _ MCC MCC MCC MCC _ Si- �L < — . d / P-PGE-3 } ` P-AHU- i� (A) (B) (C) (�)� MCP P — — — — 13 J a P—ATS— I �I, Q CE—ATS— I -_ j • CE—MCP— I) ' o I \ \ 23 == 3 �2 — I - .e< . © ( , ,Q • r Q v � 1, I3 O ® 100 DOWN I DOWN e • a m � P—PGE-2 U I P—SF I — I \ ._. � I � ° I I P—HPI —2 '�� — I • 0 • 5‹ 1 CE—PGE— I X c' (P—MAIN— D 1 -1 30 30 h a < A < a A 0 STACK UNITS 0 1 ) VERTICALLY "- I GROUND LEVEL POWER PLAN 2 VALVE VAULT POWER PLAN E-6 SCALE: 3/81' = 1 '-0" E-6 SCALE: 3/8" = I -0" 0 0 J cn KEY NOTES 1 ITEM DESCRIPTIONS COMMENTS ITEM DESCRIPTIONS COMMENTS w oO MAIN CIRCUIT BREAKER PROVIDE AND INSTALL SERVICE RATED MOLDED 14 AIR GAP PANELS SEE SHEET E-29 FOR ELEVATION DETAIL. o ENCLOSURE CASE CIRCUIT BREAKER, 600A, 30, 60HZ. 480V, 3—PHASE, 3—POLE, 60HZ, 600A RATED PROVIDE NEMA 3R RATED METER BASE 6 = AUTOMATIC TRANSFER SWITCH WITH PROGRAMMABLE TRANSITION CONTROL 15 METER BASE APPROVED BY PGE. 2 AND SOLID NEUTRAL OPTIONS.. o PROVIDE PGE APPROVED NEMA 3R RATED CT T = MCC MOTOR CONTROL CENTER, SIZE PER ONE—LINE 16 CT ENCLOSURE DIAGRAM SHEET E-3. ENLCOSURE, MINIMUM DIMS 48"HX36"WX 12"D. o HEAVY DUTY RATED VFD IN STAND ALONE 17 SUPPLY FAN NO. 1 FIELD VERIFY EQUIPMENT CONNECTION =4 PUMP VFD NO. 1 ENCLOSURE, SIZE PER ONE—LINE DIAGRAM. LOCATIONS. cit HEAVY DUTY RATED VFD IN STAND ALONE 18 EXHAUST FAN NO. 1 FIELD VERIFY EQUIPMENT CONNECTION o 1 =5 PUMP VFD NO.2 ENCLOSURE, SIZE PER ONE—LINE DIAGRAM. LOCATIONS.0O PUMP VFD NO.3 (FUTURE) SPACE FOR FUTURE PUMP VFD ENCLOSURE. i 19 SERVICE GROUND CONDUCTOR SEE ONE—LINE DIAGRAM FOR CONDUCTOR SIZE. 20 FLOW METER, FIT-0 I PROVIDE 120VAC POWER AS SHOWN. FIELD = DISTRIBUTION PANELBOARD HP- 1 480V, 3—PHASE, 4W, 100A, 60HZ. VERIFY EQUIPMENT CONNECTION LOCAT I ONS. QSTUB—UP CONDUIT AND EXTEND THROUGH n =8 TRANSFORMER 480V- 120/240V, I —PHASE, 37.5KVA, 60HZ CD CONDUIT STUB—UP FLOOR TO PANEL LP— I . STEP—DOWN TRANSFORMER. MOUNT ABOVE LP- 1 . 480V, 3—PHASE, I OKW, 60HZ 1 NL 1 NE DUCT 0 DUCT HEATER NO. 1 =9 LIGHTING PANELBOARD LP— I 120/240V, I —PHASE, 100A, 3—WIRE, 60HZ. HEATER. °' PROVIDE LIGHTING CONTROL PANEL PER 23 AIR HANDLING UNT AHU— I SEE MECHANICAL SHEET M-4. PROVIDE POWER 10 LIGHTING CONTROL PANEL SCHEMATIC SHOWN ON SHEET E- 17. FROM LP— I . SEE MEC it CELLULAR REMOTE TELEMETRY M ISS 1 ON 800 TELEMETRY UN I T. PROVIDE I N 24 HEAT PUMP UN I T HPU— I FROM LPHAN I CAL SHEET M-4. PROVIDE POWER — I . II UNIT NEMA I ENCLOSURE. MASTER CONTROL PANEL 25 AUTOMATIC TRAP PRIMER SEE MECHANICAL SHEET M-4. PROVIDE POWER o SEE SHEETS E- 19 & E-20 FOR CONTROL FROM LP— I . o 12 (OWNER FURNISHED, CONTACTOR SCHEMATICS. SHEET E-23 FOR PANEL LAYOUT. rn INSTALLED) PROVIDE AND INSTALL 4'Hx4'Wx4'D 9615 S.W.Allen Boulevard �P Suite 107 26 ELECTR I CAL VAULT NO. 1 PREFABRICATED CONCRETE UTILITY VAULT 0 ,- 1 Beaverton,Oregon 97005 13 CIRCUIT CONTINUATION SEE C 1 RCU I T CONTINUATION ON SHEET E-5. OLDCASTLE 444—LA, OR APPROVED EQUAL. 0 `' " w 4 Phone: (503)726-3300 (2 ENGINEERING, INC. Fax: (503)726-3326 Q "Engineering Integrated Solutions" E-mail: nveng©nveng.mm -C Project No.: 483.090.001 Contact: GREG SCHOLZ E +a� >, NOTICE SMR /A-A-pi Rr ,, ' ' / SHEET DESIGNED .. r ‘3,,9.2,...,:/ � e = — — MurraySnllth&Associates Inc, \ ELECTRICAL >I ° � 1 CAD 1 \.` �y 15,1R� = C ' ' ' ' CleanWater Services DRAWN ��N. �� - _ - Engineers/Planners BUILDING POWER PLAN E- 6 co IF THIS BAR DOES I EXPIRES 6t3orn« - Our commitment is clear. NOT MEASURE 1" GHS = _ w _a= 121 SI Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION L THEN DRAWING IS CHECKED NOT TO SCALE �1 .egg H. Sc Portland,Scholz P.E. Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 NO. DATE BY REVISION Dec 8 20157:43Atii PROJECT NO.: 14- 161 1.204 I SCALE: AS SHOWN I DATE: DECEMBER 2015 60 of 89 ( ) I I ( \ TYPE 3 © TYPE 3 TYPE 2 _, TYPE 2 _As --2 LP-2 LP-4 LP-4 O / I II . < ". a a ° VI 2-40 I I. .1 I d ^I F < � 9.--"A-TYPE 4 MCP � I b . : . a a ° dl . . II , I . I a . v °v A e WP GF _ _LP= .0 ,T r3LP-4 VFD • PE 4 oU X LP- I6ww(P-LPI -9) LCP (FUTURE) VFD VFD LP-4 0 /� / n GF I ° O C H_ LP- 4 iii Arilli _ /F5 el- TYPE I I TYPE I TYPE I . illigaigigili �`L D/ LP-6ntali II■1;, LP-6 ■■11 ��■' LP-6 © IIMOVINIIII TYPE I sera O TYPE I TYPE I \/� > ° / " a . _ _ _ _ _ _LP-4 LP-4 LP-4 n l /0 � �1 S — — _ — — — — — Ti— Ti - .e. LP- I2 /EFJ FY/ \ 0 i / . / /� e/ I�rr X11 I I TYPE I TYPE I �� TYPE I �� w '-'1' I ) 4 = LP-4 LP-4 r[. LP-4 L�- I • d. I - - - v v 1111KNI21111 11110101111 11110111111 I- - / TYPE 2 ° . _ _ _ _ ' MCC MCC MCC 'MCC MCP I DESK I [�� LP- 10 LP-6 LCP —�_ _•_ _•' �/J • a (- (A) (B) (C) / (D)� , RTU - LP 14 J WP LCP TYPE 1 OTYPE I TYPE 1 U' GF I ' O LP-6 LP-6 LP-6 - O - TYPE I -- LN-6 e Z LP-4 - -1 � GP� 16 ,e . . — < < v ) I TYPE 4 • . LP-6 `/ <. � 2 1 DOW , - �� :4 TYPE 3 • 0 1_ DOWN • e w C E— • d. mo �' TYPE I "TYPE I1 / LP-2 • TYPE I LP- 16 LP- 12 LP-6 w LP-6 LP- 16 - LPX -6 I I GF I III TYP . �< ° CO o TYPE 2 TYPE 2 1`0 LP-6 LP-6 10 0 0BUILDING LIGHTING AND RECEPTACLE PLAN VAULT LIGHTING AND RECEPTACLE PLAN SCALE: 3/8" I 0 SCALE: 3/8" = 1 '-0" 0 0 GENERAL NOTES o A. THE PUMP STATION GROUND LEVEL EQUIPMENT ROOM IN IS A NON-HAZARDOUS LOCATION. 1 w C B. THE VALVE VAULT AREA AND STAIRWELL IS DESIGNED FOR A MINIMUM OF 6 AIR CHANGES PER HOUR AND o IS CONSIDERED A NON-HAZARDOUS AREA. C 0 O) 0 T s` 0 C LUMINAIRE SCHEDULE KEY NOTES ct TYPE DESCRIPTION MANUFACTURER CATALOG NUMBER LAMP ITEM DESCRIPTIONS COMMENTS I TYPE I LOW PROFILE LINEAR LED LUMINAIRE,RUGGED SOLIDSTATE DESIGN, RESISTANT DIALIGHT, OR LPM3C4M2P LED TO SHOCK AND VIBRATION, FULLY GASKETED IP66 RATED ENCLOSURE. APPROVED EQUAL OI CIRCUIT CONTINUATION SEE CONTINUATION OF CIRCUIT ON DETAIL 02/E-7 O2 CIRCUIT CONTINUATION SEE CONTINUATION OF CIRCUIT ON DETAIL TYPE 2 EMERGENCY HALOGEN LUM I NA I RE, RUGGED HEAVY-DUTY POLYCARBONATE CLEAR LITHONIA, OR INDXI236SEL Halogen1 /E-7 -o HOUSING LENS, GASKETED AND CORROSION RESISTANT WITH I 2V LAMPS, RATED APPROVED EQUAL OVERFLOW WET WELL BEACON LIGHT. PROVIDE Q FOR 90-M I NUTES CONTINUOUS OPERATION UPON LOSS OF AC POWER. 0 BEACON LIGHT PER LUMINAIRE SCHEDULE. 0_ TYPE 3 WALL MOUNTED D I E-CAST ALUMINUM TEXTURED HOUS I NG, CLEAR TEMPERED TL I , OR APPROVED CRNW-L I 33.6-CGL-TB-30K-EB LED SAFETY INDICATION LIGHT. PROVIDE PER °' U GLASS DIFFUSER, 3000K COLOR TEMPERATURE, INTEGRAL SURGE PROTECTION EQUAL O4 GO/NO GO SAFETY LIGHT LUMINAIRE SCHEDULE. 0 AND EMERGENCY BATTERY BACKUP. PROVIDE LIGHTING CONTROL PANEL PER 1-o TYPE 4 THERMOPLASTIC, IMPACT AND SCRATCH RESISTANT, CORROSION-PROOF L I THON I A, OR LQM-S-3-R-ELN—SD LED O LIGHTING CONTROL PANEL SCHEMATIC SHOWN ON SHEET E- 17. RUGGED UN I -BODY HOUSING WITH NICKEL-CADMIUM BATTERY. APPROVED EQUAL 0 SPRING WOUND TIMER SWITCH SEE SCHEMATIC SHOWN ON SHEET E- 17. E u) TYPE 5 RED AND GREEN GO/NO GO LED LIGHT, BLACK POLYPROPYLENE HOUSING. TRI LITE MARS, OR SG I OB- I I 5RG-LED LED O IRRIGATION CONTROLLER POWER CONNECTION SHALL BE HARDWIRED. 0 APPROVED EQUAL LUMINAIRES TO BE ON AN UNSWITCHED o 9615 S.W.Men Boulevard O8 NIGHT LIGHTS CIRCUIT. Suite107 TYPE 6 RED LED FLASHING STROBE BEACON LIGHT IN IMPACT RESISTANT FEDERAL SIGNAL 212356-02-04(RED) LED U Beaverton,Oregon 97005 O Phone: (503)726J300 POLYCARBONATE DOME AND BASE, NEMA 3R, 120VAC. PROVIDE WITH PIPE CORP., OR - ENGINEERING, INC. Fan: (503)726-3326 MOUNT ADAPTER AND DOME GUARD ASSEMBLY APPROVED EQUAL Q Engineering IntegratedSo!utionc" E+nail: rwen9Crwen9.com .L Project No.: 483.090.001 Contact: GREG SCHOLZ y--. E >. NOTICE �0 PR 1 O SMR , -�,�"a 1 f` q`• - — — SHEET —_ Murray)Smith&Associates Inc, ELECTRICAL (cam, s1a2.- c-,_:3 - — DESIGNED .---e _ I 0 CAD .t\` x L _ ' _ En ineers/Planners C1eanWater Services BUILDING LIGHTING E_ t') DRAWN ?I' H.s� — :,1 - =00 - _ Our commitment is clear. AND RECEPTACLE PLAN IF THIS BAR DOES £N---. S/5•/2GFG I % NOT MEASURE 1" GHS - a — 121 S.A. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATIONL_ THEN DRAWING IS CHECKED = — - OregonAND FORCE MAIN PROJECT NO. 6631 NOT TO SCALE Gregg H. Scholz RE. — Portland, 97204 FAX 503-225-9022 61 of 89 / NO. DATE BY REVISION Dec s 2015 7:42 AMT 4 PROJECT NO.: 14- 161 1.204 I SCALE: AS SHOWN ' DATE: DECEMBER 2015 GENERAL NOTES A. THE WETWELL IS A CLASS I , DIVISION I AREA. I I B. THE CABLE TRENCH IS A CLASS I , DIVISION 2 AREA. 1 1 \ KEY NOTES \ ITEM DESCRIPTIONS COMMENTS / \ / \ / \ ( 1 AIR GAP PANELS PROVIDE PER SHEET E-29. / \ - I I % CIRCUIT CONTINUATION SEE CONTINUATION OF CIRCUIT ON E-5. I I STUB CONDUIT UP THROUGH FLOOR TO MCP.. I I I O CIRCUIT CONTINUATION FIELD COORDINATE SPECIFIC FLOOR I I PENETRATION LOCATION. \ / \ / O AIR HANDLING UNT AHU- I SEE MECHANICAL SHEET M-4. \ / \ / STUB CONDUIT UP THROUGH FLOOR TO LCP. \ // % CIRCUIT CONTINUATION FIELD COORDINATE SPECIFIC FLOOR 0� \ / PENETRATION LOCATION. 1— \\ -4..„ y/ (n ----, r\ i\ t WETWELL \ J \ V) \\ 0) LE-02 X\ LE-01 X\ LSH-02 \X\ COLd \X\ A-AGP- 13 CC \\ OORD I NAT• 0_ \\ o \\\\ CABLE Iii \\ TRENCH Ln A—VFD I— I CA-MCP- I \X O EE 1 I °. ' • a I ' . °a . i . ..01 F — 1 � ` . I j 4 dl ° - eu :I I I 1 ' d F a d . . .ea 4 - - - — $- -4.101 I I r 1 O / / / / I A-GEN- I 4. cci j (FUTUR VFD VFD lirj — CC-LCP-2 : r II II\ I / ��'i © •• © I I III ■■11 11.11 SW IALATCHFLOAT _ CCE-VFD3-3 — ' p\. • 01 — — — — — CE—VFD3-4 ` �`� I / CE—VFD5-3 a — — T I — LSH-01 4 0) 7� CE-VFD3-2 o I 4I .04/ / ' '` - I I I , 4 tat s.- —CR 1___ \\ I ` Y te •r ,/ / �/ ® �/.EE — \ < ECC-VFD2- C-VFD2-2 \ I I I / w w/ ```` j�l • i - a4 \ \\\ CC-ATS2 .. tci �� '\ L— - \\_,I i / CC-VFD I- I I III CtYFD4_2 - - - J4 ----T-STAT 1,/ 'I / FLOWMETERA r — - 1 ' o �V- CC-VFD I -2 \ ` (I CC-MCP-2� I I T- I I I ' 9� • a FIT-01 A-MCP-2 I / I • �'� MCC MCC MCC ' MCC I CE-VFD5-2 _ / `-CCC-HPU- 1) e L -- J � —S (A) (B) (C) ' (D)� --5 MCP ( RTUISr . — — J d -o H- � _ A ' 0. C , ., ® G CC-RTU- I FLOW -CCC-LCP-3) , a . . a_ rt z 1 �CC—R U- SWITCH o cd - mEF— I T-STAT DOWN 14. . `JI DOWN • T-2 • .. ' 1�\� ° FLOW 4J� J—I SWIT �d a , !V SF- I • a e d o 4 _ _ . d' ° d 4 (n I II A _v. 4 e '. v L ° J 1 0 eae �,o�e°97 o5 I BU I LD I NG COMMUN I CAT I ONS PLAN 2 VAULT COMMUN I CAT I ONS PLAN o Phone: (503)726-3300 w ENGINEERING, INC. Fax: (503)726-3326 E-8 SCALE: 3/811 = I I-011 4t "Engineering Integrated Solutions" E-mail: rweng@rweng.com - SCALE: 3/8 = I —011 -C Project No.: 483.090.001 Contact: GREG SCHOLZ . (n . o NOTICE SMRIS" 4 - SHEET O DESIGNED _ - - _ Murray,Smith&Assoaates,Inc. ELECTRICAL I CAD = E _ G _ }� }fin CleanWaterr Services _ ro DRAWN _ r _ _ _ Engineers/Planners Our commitment is clear. BUILDING COMMUNICATIONS PLAN E $ IF THIS BAR DOES / NOT MEASURE �� GHS v_ - 121 S.A. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION LL THEN DRAWING IS CHECKED - NOT TO SCALE - - - - Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 62 of 89 NO. DATE BY REVISIONDec 8 2015 7:42 AM PROJECT NO.: 14- 16 11.204 1 SCALE: AS SHOWN 1 DATE: DECEMBER 2015 l ,_8„ 1 ,_8„ l ,_$„ l ,_8„ GENERAL NOTES A. CONTRACTOR SHALL COORDINATE ALL CIRCUIT BREAKERS PERTAINING TO SELECTIVE COORDINATION REQUIREMENTS, PER NEC ARTICLE 701 . ----sprappr I D C B A 2 3 4 5 6 U 7 CD I— (O (f) I 8 J 9 In — 10 II DC m 12 0 13 a_ I4 11.5 15Ln ��C o- cV N MCC ELEVATION D NOT TO SCALE > 0 J tT Ci wMCC SCHEDULE . o COMPARTMENT BREAKER ID DESCRIPTION RATING LONG TIME SHORT TIME INSTANTANEOUS C PICKUP DELAY PICKUP DELAY 12T IN OR OUT PICKUP CP Al MAIN LUG o A7 SURGE PROTECTIVE DEVICE i A10 SPACE (FUTURE PUMP STATION MCCB) 80% X X X X X X O Al3 SPACE E A15 WIREWAY ctct B1 HORIZONTAL BUSSING I 83 VFD NO.1 80% X X X X X X 0 B6 VFD NO.2 80% X X X X X X B9 VFD.N0.3 (FUTURE) 80% X X X X X X o B12 HP-1 80% X X X 0 B15 WIREWAY Q Cl HORIZONTAL BUSSING cn C3 SPACE (FUTURE VFD 4) 80% X X X X X X C7 SPACE (FUTURE VFD 5) 80% X X X X X X o C 1 1 SPACE a- C15 WIREWAY ~ D1 FUTURE MCC SECTION SPACE a) I o 0) o 9615 S.W.Allen Boulevard Suite 107 1-; Beaverton,Oregon 97005 Phone: (503)726-3300 0n ENGINEERING, INC. Fax: (503)7264326 Q "Engineering Integrated Solutions" E-mail: rweng&rweng.ccm _C Project No.: 483.090.001 Contact: GREG SCHOLZ i yr 1n 4,��C .PW?0:9)fit— SHEET 0 NOTICE SMR ( ,'�,�ra" . _ —` MurraySmith&Associates Inc ELECTRICAL 0 ) 1 DESIGNED, — ) O) C ' ' �� - ' 7.4. CleanWater Services MCC ELEVATION DETAILCAD 'pAI = _ __ Engineers/Planners E— 9 ro DRAWN \F�l'ili .C., — Our commitment is clear. 00 IF THIS BAR DOES �� / faPR•5 6/3a �p 6 _e= 121 St Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION / NOT MEASURE 1" GHS — AND SCHEDULE - THEN DRAWING IS CHECKED C NOT TO SCALE Gregg H. Scholz P.E. Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 ---- NO. DATE BY REVISION Dee 8 2015 7:43AM a PROJECT NO.: I 4– 16 11 .204 1 SCALE: AS SHOWN ' DATE: DECEMBER 20 I 5 63 of 89 F 8'-0" 1 STEEL PLATE OR CADWELD TYPE FENCE POST �� 'CTA WELD TYPE �`,� "Cl-" ��, S Ati, `�� ()lel "VB'WELD TYPE OPENING IN lillii \PAD FOR -- CONDUITS /� �� q �� j'j �� d�� jC3OPPERI CLADER �IOO0OJWh� ''�►�O GROUND ROD CABLE I ' L BARE COPPER LENGTH) MIN. CABLE BARE COPPERI CABLE, TYP \ 11 I 2 4" DIA I 1 DRAIN HOLES o 0\ I►I GROUND CABLE Co I 1 2 TEE CONNECTION 3 GROUND ROD CONNECTION 4 STEEL PLATE CONNECTION 1 1 1 1 E- I0 NOT TO SCALE E- I0 NOT TO SCALE E- I0 NOT TO SCALE 1 1 I 1 o I 1 1— I 1 cn 1 1 _J I I U) II 11 iiir•'��.�iiiiiiii♦iiiii•.•�♦�,i ii. 12" I .D. X 12" CAST '-• �• I RON GROUND ROD WELL. I t 4 CADWELD TYPE ��:v:�� ':��4 UTILITY VAULT MODEL 1- I I 4ys RH 1 -812B OR EQUAL. m �� ii: i� CADWELD TYPE • 1IPL11rit REBAR y'/�/�•� o "UTILITY VAULT" TRANSFORMER PADMOUNT - `/ �/�\ 4 1 . edi41 I \\\,`�'1 c CD CIi THREE PHASE �� / \\\ ►(/ BOLTED CONNECTION \1N0. 9696- 1554-TRANSPAD-PGE. VERIFY WITH �� / ° / OZ GEDNEY PART NO. f /--o PGE PRIOR TO PURCHASE. M;S .o _ ABG-0325 \\\\\ !� �� CP DWELD TYPE 111111 411 PLAN \� N ,4 3 4" X 10'-O" CU re0 BARE COPPER �, /INSTALL 3/4"x I0'-0" CABLE :111 GROUND ROD O RODPER CLAD GROUND #2/0 CU TO GROUND 0i BUSH INGSRBOTHING GROUND CABLE TO REBAR 0 GRID GROUND CABLE TO 2— HOLE O N CONDUITS 4" 5 CONNECTION /HORIZONTAL 6 GROUND TEST WELL CONNECTION 1 1 E— I0 NOT TO SCALE E— I0 NOT TO SCALE QTERMINAL NOT TO SCALE w T I�IIBIIE�II�IUm 1 _ 1=�II�IImmu- /j h�%!! i i i II i I I t0 ��— — — II Ir T=-111=- 1= 'ST .. o ��i� ��t:� Wft.; ,,,ff� �w'-I�.S�j� li, 4; N COMPACTED i!I(t%".' On'�`"o�;i-•:4 Q.w��it lets Mis idi!. .(7) '( FILL 0 L PEA GRAVEL INSTALL 36" RADIUS 2'-0" 0 / GRS ELBOWS, BOTH UNLESS SPECIFIED -- // ELBOWS OTHERWISE �' SECONDARY PRIMARY FEEDER MOUNTING SCREW OR CI: SECONDARY FEEDER TO ~ ( d— TO PGE VAULT BOLT (TYP FOR 3) o PGE CT _ WITH FIBERGLASS o ENCLOSURE ELEVATION : • STANDOFF (TYP) O DRILL & TAP ___// I I 1 /4" X 3" FOR 2-HOLE " BARE COPPER C-o NOTE:COORDINATE CONDUIT STUB-UP NEMA LUGS ~ TYP BUS cn REQUIREMENTS AND LOCATION 0 WITH PGE. FRONT VIEW 0 0 L_ H TRANSFORMER PAD DETAIL 8 ISOLATED GROUND BUS E— I0 3/4"= 1 '-0" E— I0 NOT TO SCALE U) 0 I 0 0) 9615 S.W.Allen Boulevani _4, 4."� a Suite 107 U ," Us - Beaverton.Oregon 97005 0t1/4--- Phone: (503)726-3300 V) ENGINEERING, INC. Fax: (503)726-3326 Q Engineering Integrated Solutions" E-mail: nvengQnveng.com _C Project No.: 483.090.001 Contact: GREG SCHOLZ f .F zc��liti ` •• SHEET o NOTICE SMR tiiiiesgrr�e • / L DESIGNED ..1.::47 ..f ,3 >a .•r:/ = @ _ _ . Murray,Smith&Associates,Inc. 0 � ,.a..... _ �: ELECTRICAL ° C1eanWater Services I 1 CAD \. 0\11,,6. e ; — LI �= Engineers/Planners E— 0 ro CO DRAWN ` F�r,F{:s�`A°' — Our commitment is clear. INSTALLATION DETAILS d IF THIS BAR DOES [ EXpO#1318/30/2016 I - LL NOT MEASURE IIS GHS _„ = 121 SI Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION / CHECKED g AND FORCE MAIN PROJECT NO. 6631 64 of 89 NOT TO SCALE Gregg H. Scholz RE. Portland, Oregon 97204 FAX 503-225-9022 NO. DATE BY REVISION Dec b 2015 7:44 AM }U#,g PROJECT NO.: 14— 161 1.204 I SCALE: AS SHOWN I DATE: DECEMBER 2015 INTRINSICALLY12 KEY NOTES MOUNTING TABS (TYP. OF 8) SAFE BARRIERS @ BACKPANEL STAINLESS STEEL, WELDED BOLT, WASHERS ITEM DESCRIPTIONS COMMENTS TO ENCLOSURE FOR BOLTING TERM I NAL BLOCKS– AND NUTS OPOWER POWER DISTRIBUTION BLOCK WITH CHANNEL SEE DETAIL 4 (TYP) 0 O SECURED TO FRAME I DISTRIBUTION LUGS SIZED FOR MANUFACTURER'S THIS SHEET (TYP) O BLOCK PROVIDED POWER CABLING. I -1-61) I01 lol lot CONDUITS TO VFD AND BACKUP INNER DOOR © INNER DOOR FRONT 02 CONDUITSCONTROL PANEL. ROUTE CONDUITS DOWN INTO GROUND C� !'k L.Ily)p THOUT FITTINGS. NWISTALL EQUIPMENT NAMEPLATES . E:!� � TYPO �� 4.t_ / � / 03 NAMEPLATES ABOVE EACH POWER DISTRIBUTION ' BLOCK FOR EACH PUMP. li I fir TYP ® CONCRETE CABLE CHANNEL TO WET WELL ‘, M • PAD 48" UNISTRUT OLDCASTLE MOULDED PRODUCTS it. F1H o \ -1 .- MODEL NO 128 PLASTIBETON INTRINSICALLY SUPPORT1 o '– '' SAFE RELAY@ CHANNELS a CHANNEL SYSTEM COMPLETE WITH (3) 5" DIA OPEN I NGS REMOVABLE COVER BUILT–IN I 1--e - I I -e--( --- 12 (TYP.) p a D D FOR PUMP CABLES. 04 CABLE CHANNEL SLOPE 1 " HEAVY DUTY H-12 Io — – -- I –5/8" x 1 -5/8" DETAILS 4 a O ° 4 ° a p D ° D O_O (6) 1 .25" OPENINGS LOADING AND SMC DIVIDER TO r PADLOCK RING @STA I NLESS STEEL AND 5 + FOR LEVEL, FLOAT, PARTITION POWER CABLES FROM .� HOLE SLOTTED CHANNELS -c PVC–COATED '-tiis-___-,. AND PUMP CONTROL INSTRUMENTATION CABLES. SEE OCABLES TO WET CONDUIT TO ° 1 ; 1, 1 1 1 4 5�� CABLES. CIVIL DRAWINGS FOR PENETRATION WELL (TYP) ELECTR I CAL _ 10" RUBBERIZE EDGES TO WETWELL DETAIL. 1 O CONTROL 1 o00 } 5 HARDWARE ALL HARDWARE, FRAMEWORK, ETC., PANEL 4 O �I ANCHOR TO PAD 0 0 O SHALL BE STAINLESS STEEL. rn \ O SEE DETAIL 5 „ a 30 H x 30"W x 10"D (MIN), — — — — • --- L D O p ° II ir , 6 II AIR GAP 14GA, 304 STAINLESS ENCLOSURE O D ej 1 \ D WITH PADLOCK LOCKING RING FOR w L I fluI: D D ° ,. 06 POWER DOOR ATTACHED TO ENCLOSURE COh.L ° r. j • . •. ° V 0 L J D I' �c{,°000 U�o�� ,�,.,� ENCLOSURE ID :.II 1.% 4 n N o a�t,� DOOR SHALL OPEN GREATER THAN I, SEE CIVIL p 0000a •o.. 6 • a 90 DEC. INSET SWING DOOR 2" .•• 1 I • - • J - (-) 0 u 11 . • -I. DWGS ° 01141. oo e %f ///i m ° . • I . . . .. Phi i.` a• �/ FOR DRIP LIP. �i�i�i�i�i�i�r •, H •, p n • n 1• 0.! • • �%/��j��% 20"H x 16"W x 10"D (MIN), �� :),• AI� Rr)\ \ t. 44 : �•�t -I"t; •••.;s;.•.=••�:4 // / 14GA, 304 STAINLESS ENCLOSURE j�/ / ; ; I I I 11 \ D PVC–COATED i.•...a : .t:•..,.�.• •„ : t a:• 1900 \/��/ ,, WITH PADLOCK LOCKING RING FOR PVC–COATED �y / /i' �•$ I / ° D 0 t7 �j�/ : •:l ,•i I1 •iit /V CONDUITS � `/ CONDUITS O \4- �� fiS:�t. �., t..t., ��;. ,.•,. �-+o0a, West. ° (TYP) �� \ 7 CONTROL DOOR ATTACHED TO ENCLOSURE \ ,•.,iv i t tsliV .,.,�,t ea; . o . .�s/// \ ENCLOSURE o :•..:;: ,: � i..s.1.L..:�:�t4!��s!� �'� � DOOR SHALL OPEN GREATER THAN (TYP.) \ ' a N TYP• � . ' / GRAVEL IN TH I S 90 DEG. INSET SWING DOOR 2” 4 ROUTE CABLES Q 01 AREA FOR DRAINAGE N I N TRENCH TO PARTITION® SEE CIVIL DWGS HANDDHOLE LIP. x 12"W x WET WELL 12"D. 2" THICK, MIN. WITH (TYP.) REINFORCING WIRE MESH, AND A I 0 NECT ENCLOSURE OS HANDHOLE REMOVABLE COVER. NOTCH LID R GAP DISC N TO SEPARATE POWER AND 01 CABL FRONT VIEW DETAIL ° PLAN VIEW DETAIL 3 SIDE VIEW DETAIL VEENDORLCABLESS (POWER AND o) 09 PUMP CABLES CONTROL) TO SUBMERSIBLE N E-29 NOT TO SCALE NOT TO SCALE E-29 NOT TO SCALE PUMPS LOCATED IN WET WELL. 10 FLOAT CABLE VENDOR CABLES TO FLOAT 0SWITCH MOUNTED IN WETWELL. aVENDOR CABLES TO LEVEL o II LEVEL CABLES TRANSDUCERS MOUNTED IN SS CHANNEL PVC WETWELL. O FINISHED GRADE Ci 2" X 3- 1 /2" x COATED ENSURE SPACING OR PROVIDE L. 3/ 16" SS PLATE 3/8" SS BOLT RGS R I SER 12 I I .S. SPACE BARRIER TO MAINTAIN DISTANCE O TYP. FROM INTRINSICALLY SAFE WIRING • TO OTHER WIRING PER NEC. '3 SI –1 /-3/8" SS BOLT ■ O 3- 1 /2" x 3– I /2" @ PROVIDE J–HOOKS & KELLUMS ° I ■�j x 3/ 16" SS 90° I3 CORD GRIPS GRIPS TO SUPPORT ALL FLEXIBLE TOP OF ENCLOSURE JO BRACKET PVC CONDUIT CORDS. 0 0 �.�WELD .11111u n 1 /2" SS LAG BOLT -D I EMBED 4" M 1 N. PVC FEMALE SLIP PVC COATED RGS SS CHANNEL TYP. FEMALE–FEMALE In L J TO MALE THREADED m COUPLING THREADED COUPLING 0) U O . s_ s_ L 4 CONNECTION DETAIL 5 MOUNTING DETAIL 6 CONDUIT TRANSITION DETA I L > E-29 NOT TO SCALE E-29 NOT TO SCALE E-29 NOT TO SCALE U) 0 I 0 0) 0 9615 S.W.Allen Boulevard / Suite 107 U BeaveMn,Oregon 97005 O Phone: (503)726-3300 U) i ENGINEERING, INC. Fax: (503)726-3326 Q "Engineering Integrated Solutions" E-mail: rwenga@rweog.eom L Project No.: 483.090.001 Contact: GREG SCHOLZ .E '•l(C,I k o NOTICE SMR �/c,AcSM °, \� - — SHEET L_ ,. i t5r42... _ _ _ Murray,Snllth&Assoclates,Inc ELECTRICAL O k DESIGNEDolisaea _ , I — I CAD ,r,b4 -7 = = ° 0 CleanWaterr Services ro DRAWN ��N.s�t:°% — :� _ _ = Engineers/Planners Our commitment is clear. AIRGAP DISCONNECT ENCLOSURE E— 29 IF THIS BAR DOES Exrus ela°imt6 J = — / NOT MEASURE 1" GHS -- _ V _ — = 121 SI. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION TNOT DRAWING SCALES CHECKED Gregg H. Scholz FE Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 / Dec 8 3015 7:52 AM PROJECT NO.: 14- 161 1.204 I SCALE: AS SHOWN I DATE: DECEMBER 2015 83 of 89 NO. DATE BY REVISION , fi PANEL LP-1 SCHEDULE PANEL HP-1 SCHEDULE PANEL NAME: LP- I BUS RATING: 225A I -PHASE PANEL NAME: HP- I BUS RATING: 225A 3-PHASE SHORT CIRCUIT RATING: IOKAIC VOLTAGE: 120/240V 3-WIRE SHORT CIRCUIT RATING: I4KAIC VOLTAGE: 480V 3-WIRE l MOUNTING: SURFACE MAIN BREAKER: 200A MOUNTING: SURFACE MAIN BREAKER: MLO NEMA RATING: I FEED: TOP NEMA RATING: I FEED: TOP NUMBER OF POLES: 42 NUMBER OF POLES: 42 CIRCUIT CIRCUIT CIRCUIT CIRCUIT NO. CIRCUIT DESCRIPTION BREAKER KVA PHASE KVA BREAKER CIRCUIT DESCRIPTION NO. NO. CIRCUIT DESCRIPTION BREAKER KVA PHASE KVA BREAKER CIRCUIT DESCRIPTION NO. AMPS/POLES AMPS/POLES AMPS/POLES AMPS/POLES I FLOW METER 20- 1 0. 10 A 0. 18 20- 1 EXTERIOR L I GHT I NG 2 I TRANSFORMER NO. 1 (XFMR- I ) 100-2 18.75 A 3.33 20-3 DUCT HEATER NO. I (DH- I) 2 3 RTU 20- 1 0. 15 B 0.57 20- 1 INTERIOR L I GHT I NG - GROUND FLOOR 4 3 --- --- 18.75 8 3.33 --- --- 4 5 GENERATOR - BATTERY CHARGER 20- I 0.25 A 0.72 20- 1 I NTER I OR L I GHT I NG - VAULT 6 5_SPACE C 3.34 --- --- 6 7 GENERATOR - BLOCK HEATER 40-2 1.50 B 0.25 20- 1 LIGHTING CONTROL PANEL 8 7 A 8 9 --- --- I.50 A 0.36 20- I RECEPTACLES - EXTERIOR 10 9 B 10 II AIR GAP PANEL 20- I 0.50 B 0.72 20- I RECEPTACLES - GROUND FLOOR 12 II C 12 13 MASTER CONTROL PANEL (MCP) 20- I 1.50 A 0.36 20- 1 RECEPTACLES - GROUND FLOOR DESK 14 13 A 14 15 IRRIGATION CONTROLLER IC- I 20- 1 0. 10 B 0.90 20- I RECEPTACLES - VAULT 16 15 B 16 17 SUPPLY FAN SF- I 20- I 0.53 A 6. 18 70-2 AIR HANDLING UNIT AHU- 1 18 17 C 18 19 EXHAUST FAN EF- I 20- 1 0.30 8 6. 18 -- --- 20 19 A 20 21MPB-500 (AUTO TRAP PRIMER) 20- I 0.03 A 1.76 20-2 HEAT PUMP CONDENSING UNIT HPU- I 22 21 B 22 23 HOT BOX HEAT TRACE 20- 1 0.05 B 1.76 -- --- 24 23 C 24 25 A 26 25 A 26 0 27 8 28 27 B 28 F- 29 A 30 29 C 30 31 8 32 31 A 32 > 33 A 34 33. B 34 35 B 36 35 C 36 to 37 A 38 37 A 38 m 39 B 40 39 B 40 41 A 42 41 C 42 F-- CONT.LOAD DEM. FACT. DEM. LOAD CONT.LOAD DEM. FACT. DEM. LOAD m LOAD (KVA) (%) (KVA) KVA/PHASE A: 13.47 CONNECTED LOAD IN KVA: 26.44 LOAD (KVA) (%) (KVA) KVA/PHASE A: 22.08 CONNECTED LOAD IN KVA: 47.50 o SUB FEED 0.00 100% 0.00 KVA/ PHASE B: 12.98 DEMAND LOAD IN KVA: 27.48 SUB FEED 0.00 100% 0.00 KVA/ PHASE B: 22.08 DEMAND LOAD IN KVA: 56.88 LIGHTING 1.46 125% 1.83 MAXI MUM AMPS: 114.50 LIGHTING 0 125% 0.00 KVA/ PHASE C: 3.34 MAXI MUM AMPS: 68.41 2 RECEPT <IOKVA 2.34 100% 2.34 RECEPT <IOKVA 0.00 100% 0.00 a_ o RECEPT >IOKVA 0.00 50% 0.00 NOTES: RECEPT >IOKVA 0.00 50% 0.00 NOTES: i MOTORS 0.00 100% 0.00 MOTORS 0.00 100% 0.00 4 LARGEST 0.00 25% 0.00 LARGEST 0.00 25% 0.00 LU HEATING 15.36 100% 15.36 HEATING 10.00 100% 10.00 o COOLING 4.35 100% 4.35 COOLING 0.00 125% 0.00 CV M I SCELLANEOUS 2.88 125% 3.60 MISCELLANEOUS 37.50 125% 46.88 d- N 4J 0 > U J 3 O r7 I w ---- CD CD 0 _.---- c c Cl 0 0 L' i" c E .0 0- I 0 0 ..---- c c .0 0 c Q (n 0 11) 0 O 0 - s_ 0) (n U I o cn o 9615 S.W.Allen Boulevard / Suite 107 U Beaverton,Oregon 97005 U Phone: (503)7263300 V) ENGINEERING, INC. Fax: (503)726-3326 Q "Engineering Integrated Solutions" E-mail: rweng@rweng.com -C Project No.: 483.090.001 Contact: GREG SCHOIZ E in 40>-. NOTICE /v��`' Ij£a rs\` - SHEET rce . r, Lt SMR rr.. Ismz.... , , - _ - Murray= llllth&Associates Inc D 0 lh 1 DESIGNED 4. �% = Y ) \ ELECTRICAL .'-k o ?roei=� g� - �� I - .0 _ = CleanWater Services I CAD b.. ti - __ Engineers/Planners E- 30 DRAWN �P Cr N.50 - - rc)0 - Our commitment is clear. PANEL AND LUMINAIRE SCHEDULES IF THIS BAR DOES 1 EXPIRES 8la0/x016 1 - / NOT MEASURE 1" GHS -- - = 121 SI Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION b- THEN DRAWING IS CHECKED - NOT TO SCALE Gregg H. Scholz R E - - - Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 NO. DATE BY REVISION Dec 8 2015 7:52 AM k� PROJECT NO.: 14- 16 I 1.204 1 SCALE: AS SHOWN ' DATE: DECEMBER 20I 5 84 of 89 POWER CIRCUITS POWER CIRCUITS Tag From To Conductors Raceway Notes Tag From To Conductors Raceway Notes P—PGE— I PGE POLE PGE SERVICE ---- 4" POLYGON CONTRACTOR IS RESPONSIBLE FOR P—LPI - 10 LP— I HOT BOX I #12 AWG, P 3/4" TRANSFORMER PGE SERVICE INSTALLATION AND EQUIPMENT FOR HEAT TRACE I #12 AWG, N PGE SERVICE FROM SERVICE POLE TO PUMP I #12 AWG, G STATION PROPERTY LINE. CWS CONTRACTOR P—MCP— I MCP AIR GAP PANEL I #12 AWG, P 3/4" AIR GAP PANEL HEATER. SHALL PROVIDE INSTALLATION AND EQUIPMENT I #12 AWG, N REQUIRED TO COMPLETE SERVICE FEED I #12 AWG, G REQUIREMENTS FROM PUMP STATION PROPERTY LINE TO ALL ONSITE EQUIPMENT REQUIRED. CWS CONTRACTOR SHALL PROVIDE AND INSTALL PULL CORD FROM SERVICE XFMR TO NEAREST PRIMARY SERVICE VAULT P—PGE-2 PGE SERVICE CT ENCLOSURE ---- (5) 3" PROVIDE PULL CORD PER PGE REQUIREMENTS. TRANSFORMER PGE TO PULL NEW CONDUCTORS. COORDINATE ALL REQUIREMENTS WITH PGE PRIOR TO INSTALLATION. NOT ALL RACEWAYS USED AT THIS TIME. STUB—UP AND CAP PER PGE DIRECTION. P—PGE-3 CT ENCLOSURE PGE METER BASE ---- 1.25" PROVIDE PULL CORD PER PGE REQUIREMENTS. PGE TO PULL NEW CONDUCTORS. COORDINATE ALL REQUIREMENTS WITH PGE PRIOR TO INSTALLATION. P—MAIN— I CT ENCLOSURE MAIN SERVICE 6 #350 KCMIL, P (2) 3" o DISCONNECT 2 #350 KCMIL, N ANALOG C I R C U I TS l- 2 #3 AWG, G U) P—ATS— I MAIN SERVICE ATS 6 #350 KCMIL, P (2) 3" Tag From To Conductors Raceway Notes DISCONNECT 2 #350 KCMIL, N 2 #3 AWG, GA—GEN— I MCP GENERATOR I #16 TSP, C I " U) P—GEN— I GENERATOR ATS 6 #350 KCMIL, P (2) 3" CONTROL PANEL I #12 AWG, G 0) 2 #350 KCMIL, N 2 #3 AWG, G A—MCP— I MCP AIR GAP PANEL 2 #1 6 TSP, C I " P—GEN-2 GENERATOR LP 2 #12 AWG I " PROVIDE ONE CIRCUIT FOR BATTERY CHARGER (LE-01, LE-02) I #12 AWG, G 2#8 AWG AND ONE CIRCUIT FOR GENERATOR HEATER. o I #1 0 AWG, G A—MCP-2 MCP FIT-0 I I #16 TSP, C I " rt P—MCC— I ATS MCC 6 #350 KCMIL, P (4) 3" 2 #14 AWG, C 4 #3 AWG, G I #1 2 AWG, G o_ P—VFD I — I MCC VFDI 3 #3/0 AWG 2.5" A—VFD I— 1 VFD NO. 1 RTU I #16 TSP, C 3/4" .t I #6 AWG, G I #12 AWG, G ti- P—VFD2— 1 MCC VFD2 3 #3/0 AWG 2.5" I #6 AWG, G A—VFD2— I VFD NO.2 RTU I #16 TSP, C 3/4" `n P—PMP I — I VFD NO. 1 AIR GAP PANEL 3 #3/0 AWG 2.5" VFD RATED CABLE I #1 2 AWG, G o (VFD I LUG) W/ SYMMETRICAL GROUND P—PMP2— I VFD NO.2 AIR GAP PANEL 3 #3/0 AWG 2.5" VFD RATED CABLE , A—AGP— I AIR GAP PANEL WET WELL MFR -- ROUTE MFR CABLES FROM WET WELL TO AIR GAP N (VFD2 LUG) W/ SYMMETRICAL GROUND (LE-01 , LE-02) CABLES PANEL IN CABLE TRENCH. P—PMPI-2 AIR GAP PANEL PUMP NO. I MFR. --- (VFDI RECEPTACLE) CABLE P—PMP2-2 AIR GAP PANEL PUMP NO. 2 MFR. --- o. (VFD2 RECEPTACLE) CABLE o P—HPI— 1 MCC HP— I 3 #3/0 AWG, P 2" I #4 AWG, G 3 P—HPI-2 HP— I DUCT HEATER NO. 1 3 #10 AWG, P I" PROVIDE FULL SIZE NEUTRAL IF HEATER REQUIRES -o I #10 AWG, G WYE CONNECTION. ro P—XFMR— I HP— I STEP DOWN XFMR 2 #3 AWG, P 1.25" 1 I #8 AWG, G % P—LPI— I STEP DOWN XFMR LP— I 2 #3/0 AWG, P 2" CD I #3/0 AWG, N o I #4 AWG, G c P—AHU— I LP— I AHU— I 2 #4 AWG, P I " 0' I #8 AWG, G co P—HPU— I LP— I HPU— I 2 #1 2 AWG, P I " I #1 2 AWG, G o P—SF I— 1 LP— I SUPPLY FAN NO. 1 I #1 2 AWG, P 3/4" c 1 #12 AWG, N E I #12AWG, G IT P—EF I— I LP— I EXHAUST FAN NO. 1 I #1 2 AWG, P 3/4" w I #12 AWG, N 1 I #12 AWG, G o P—LPI—2 LP— I LCP I #1 2 AWG, P I " % I #12AWG, N .c I #12 AWG, G > P—LPI-3 LP- 1 RTU 1 #1 2 AWG, P 3/4" -o I #12 AWG, N c Q I #12 AWG, G P—LPI—4 LP— I MCP I #12 AWG, P 3/4" o_ I #12AWG, N o I #12 AWG, G O P—LPI-5 LP- 1 GENERATOR I #1 2 AWG, P 3/4" O (BATTERY CHARGER) I #12 AWG, N l-- I #12 AWG, G O P—LPI-6 LP— I GENERATOR 2 #10 AWG, P I " > I #12 AWG, G P—LPI-7 LP— I FLOW METER I #1 2 AWG, P 3/4" in FIT-01 I #1 2 AWG, N o I #12 AWG, G 1 P—LPI-8 LP— I AUTOMATIC TRAP I #12 AWG, P 3/4" w PRIMER (MPB-500) I #12 AWG, N 9615 S.W.Allen Boulevard % Suite 107 1 #1 2 AWG, G 0Beaverton,Oregon 97005 P—LPI —9 LP— I IRRIGATION I #1 2 AWG, P 3/4" o Phone: (503)726-3300 U) ENGINEERING, INC. Fax: (503)726-3326 CONTROLLER I #12 AWG, N Q Engineering Integrated Solutions" E-mail: rweng@rweng.com I #12AWG, G -C Project No.: 483.090.001 Contact: GREG SCHOLZ 4--. E >, NOTICE ;v `° P = — (n :0 trtx�f v o SMR Zi/ 3,� , - / ELECTRICAL SHEET o w ^.r = A — _ E: - Murray,Smith&Assodates,Inc. DESIGNED — - — CleanWater Services CIRCUIT SCHEDULES a1i2T4Dr. I — 1 — CAD \�F'nr,6_,3" :/ _ ? n _ —M FA_ Engineers/Planners E- 3 ro DRAWN N.6c ri.sc — e _ co _--- --- — Our commitment is clear. IF THIS BAR DOES �fRYRES Ef50j2Uf6 _ / NOT MEASURE 1" GHS = C 121 S,t Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION SHEET 1 THEN DRAWING IS CHECKED Gregg H. Scholz RE. —� \ _ Portland, Oregon 97204 FAX 503-225-9022 NOT TO SCALEg AND FORCE MAIN PROJECT NO. 6631 / Dec b 2015 7:52 AM PROJECT NO.: 14— 161 1 .204 ' SCALE: AS SHOWN l DATE: DECEMBER 2015 85 of 89 NO. DATE BY REVISION , CONTROL CIRCUITS EMPTY CONDUIT CIRCUITS Tag From To Conductors Raceway Notes Tag From To Conductors Raceway Notes CC—MCP— I MCP AIR GAP PANEL 3 #I6 TSP, C I " LSH-02, PUMP MOISTURE AND TEMPERATURE CE—PGE— I PGE SERVICE CT ENCLOSURE ---- (3) 3" PROVIDE PULL CORD PER PGE REQUIREMENTS. 4 #14 AWG, C SENSOR WIRES. PROVIDE TSP FOR TEMPERATURE TRANSFORMER COORDINATE ALL REQUIREMENTS WITH PGE PRIOR I #12 AWG, G AND MOISTURE WIRING. TO INSTALLATION. NOT ALL RACEWAYS USED AT CC—MCP-2 MCP VALVE VAULT 2 #14 AWG, C I " THIS TIME. STUB—UP AND CAP PER PGE DIRECTION HIGH LEVEL FLOAT I #12 AWG, G CE—ATS— I MAIN SERVICE ATS ---- (2) 3" PROVIDE PULL CORD FOR FUTURE CONDUCTORS (LSH-0I) DISCONNECT TO FUTURE EQUIPMENT. CAP CONDUIT STUB—UPS. CC—ATS- 1 MCP ATS 6 #14 AWG, C 1 " I #12 AWG, G CE—GEN— I GENERATOR ATS ---- (2) 3" PROVIDE PULL CORD FOR FUTURE CONDUCTORS TO FUTURE EQUIPMENT. CAP CONDUIT STUB—UPS. CC—ATS-2 GENERATOR ATS 12 #14 AWG, C I " CONTROL PANEL I #12 AWG, G CE—VFD3— I MCC VFD3 ---- 2.5" PROVIDE PULL CORD FOR FUTURE CONDUCTORS (FUTURE) TO FUTURE EQUIPMENT. CAP CONDUIT STUB—UPS. CC—GEN— I MCP GENERATOR 12 #14 AWG, C I " CONTROL PANEL I #12 AWG, G CE—PMP3— I VFD NO.3 AIR GAP PANEL ---- 2.5" PROVIDE PULL CORD FOR FUTURE CONDUCTORS (FUTURE) (VFD3 LUGS, FUTURE) TO FUTURE EQUIPMENT. CAP CONDUIT STUB—UPS. CC—GEN-2 GENERATOR RTU 2 #14 AWG, C I " CONTROL PANEL I #12 AWG, G CE—VFD3-2 VFD NO.3 RTU ---- 3/4" PROVIDE PULL CORD FOR FUTURE CONDUCTORS TO FUTURE EQUIPMENT. CAP CONDUIT STUB—UPS. CC—RTU— I MCP RTU 2 #14 AWG, C I " I #12 AWG, G CE—VFD3-3 VFD NO.3 MCP ---- 3/4" PROVIDE PULL CORD FOR FUTURE CONDUCTORS (BACKUP CONTROLS) TO FUTURE EQUIPMENT. CAP CONDUIT STUB—UPS. o CC—RTU-2 MCP RTU 6 #14 AWG, C I " 1- (BACKUP CONTROL I #12 AWG, G CE—VFD3-4 VFD NO.3 MCP ---- 3/4" PROVIDE PULL CORD FOR FUTURE CONDUCTORS ALARMS) TO FUTURE EQUIPMENT. CAP CONDUIT STUB—UPS. > CC—VFD I— I VFD NO. I MCP CAT6e 3/4" CABLE CE—VFD4— I ELECT. VAULT #1 VFD NO.4 ---- 4" PROVIDE PULL CORD FOR FUTURE CONDUCTORS co I #12 AWG, G TO FUTURE EQUIPMENT. CAP CONDUIT STUB—UPS. CC—VFDI-2 VFD NO. 1 MCP 8 #14 AWG, C 3/4" I #12 AWG, G CE—VFD4-2 VFD NO.4 RTU ---- 3/4" PROVIDE PULL CORD FOR FUTURE CONDUCTORS F- TO FUTURE EQUIPMENT. CAP CONDUIT STUB—UPS. m CC—VFD2— I VFD NO.2 MCP CAT6e 3/4" m CABLE CE—VFD4-3 VFD NO.4 ELECT. VAULT #2 ---- 4" PROVIDE PULL CORD FOR FUTURE CONDUCTORS I #12 AWG, G TO FUTURE EQUIPMENT. CAP CONDUIT STUB—UPS. CC—VFD2-2 VFD NO.2 MCP 8 #14 AWG, C 3/4" . o_ I #12 AWG, G CE—VFD4-4 VFD NO.4 MCP ---- 3/4" PROVIDE PULL CORD FOR FUTURE CONDUCTORS CO TO FUTURE EQUIPMENT. CAP CONDUIT STUB—UPS. CC—AGP- 1 AIR GAP PANEL WET WELL MFR -- LSH-02, PUMP MOISTURE AND TEMPERATURE CABLES SENSOR CABLES. ROUTE MFR CABLES FROM WET CE—VFD5— I ELECT. VAULT #1 VFD NO.5 ---- 4" PROVIDE PULL CORD FOR FUTURE CONDUCTORS 'n WELL TO AIR GAP PANEL IN CABLE TRENCH. TO FUTURE EQUIPMENT. CAP CONDUIT STUB—UPS. 0 CC—LCP— I L I GHT I NG CONTROL SP— I FLOW SWITCH ( I ) #14 AWG, P 3/4" \ PANEL (I ) #14 AWG, N CE—VFD5-2 VFD NO.5 RTU ---- 3/4" PROVIDE PULL CORD FOR FUTURE CONDUCTORS ( 1 ) #14 AWG, C TO FUTURE EQUIPMENT. CAP CONDUIT STUB—UPS. N ( I) #12 AWG, G CC—LCP-2 LIGHTING CONTROL EF- 1 FLOW SWITCH (I ) #14 AWG, P 3/4" CE—VFD5-3 VFD NO.5 ELECT. VAULT #2 ---- 4" PROVIDE PULL CORD FOR FUTURE CONDUCTORS PANEL (I ) #14 AWG, N TO FUTURE EQUIPMENT. CAP CONDUIT STUB—UPS. O ( I) #14 AWG, C o ( I) #12 AWG, G CE—VFD5-4 VFD NO.5 MCP ---- 3/4" PROVIDE PULL CORD FOR FUTURE CONDUCTORS J CC—LCP-3 LIGHTING CONTROL DHU— I THERMOSTAT (2) #14 AWG, C 3/4" TO FUTURE EQUIPMENT. CAP CONDUIT STUB—UPS. 3 PANEL T-2 ( I) #12 AWG, G -a CE—PS2— I MCC ELECT. VAULT #2 ---- 4" PROVIDE PULL CORD FOR FUTURE CONDUCTORS rro CC—HPU— I AHU— I HPU— I (8) #14 AWG, C 3/4" VERIFY ALL WIRING REQUIREMENTS WITH UNIT TO FUTURE EQUIPMENT. CAP CONDUIT STUB—UPS. I (I) #12 AWG, G MANUFACTURER PRIOR TO INSTALLATION. j CE—MCP— I MCP ELECT. VAULT #3 ---- 2" PROVIDE PULL CORD FOR FUTURE CONDUCTORS 0 TO FUTURE EQUIPMENT. CAP CONDUIT STUB—UPS. 0 CE—MCP-2 MCP ELECT. VAULT #3 ---- 2" PROVIDE PULL CORD FOR FUTURE CONDUCTORS U)2' TO FUTURE EQUIPMENT. CAP CONDUIT STUB—UPS. 0 0 T 1` 0 C E .C) L. I O O c 0 -o c Q IZ N 0 O 1` L. C) — 1- L Q) > ix U 0 cp 0 9615 S.W.Allen Boulevard / Suite 107 o Beaverton,Oregon 97005 Phone: (503)7263300 1n ENGINEERING, INC. Fax: (503)726-3326 Q "Engineering Integrated Solutions" E-mail: rweng©rweng.com C Project No.: 483.090.001 Contact: GREG SCHOLZ f U /tU PRtlrFss\ SHEET o NOTICE SMR /6,.. `-pit fit>, - L z, p c,, _ f _ — Murray Smith&Associates Inc. ELECTRICAL G , DESIGNED ; , a ( ; _ _ CleanWater Services CIRCUIT SCHEDULES E— 32 CAD — e Al Engineers/Planners l"�I DRAWN \�``�e n�c,,j� — 7 — IF THIS BAR DOES -- — - — Our commitment is clear. 6rrlties swoz2016 / NOT MEASURE 1" GHS — = = = 121 Si. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION SHEET 2 W THEN DRAWING IS CHECKED NOT TO SCALE Gregg H. Scholz RE. — — Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 86 of 89 NO. DATE BY REVISION Dec S '_015 7:53 AM PROJECT NO.: 14— 161 1 .204 I SCALE: AS SHOWN I DATE: DECEMBER 201 5 / /, /r _ — -- — — — — — -- — — — — — PLANT MATERIALS LEGEND / // \ SYMBOL (QUANTITY) SCIENTIFIC NAME / �' \\ SIZE COMMON NAME 1'�--- V' \ \\ \ TREES \ \ C 4 ' \ mil � 'e' \ a / \ . / Q a (8) 5-6' Acer circinatum �� — gam r 1 I I m iii m m a a drird r A 11.1 VINE MAPLE (CLUMPING) (41) Mahonia aquifolium 'Compacta' l / ' r .�i � �.�,�• • .-:r•,.•, -. s 24 Pendula I \ \ (5)0 5-6' ocy / il�r.�.t.�,T�_,.�,.-,,;,� � \ Chaem is nootkatensis ' lei�! li iil 1 / �,"w� .��•'%ii'•41.,k-e n� � o; � :. w.02, i \ \� \ WEEPING ALASKA CEDAR (6) Rosa rugosa Robusta C �' 1 ' %� �' �\ % ¢ I \ �\ 1 scot �a e0=►"'' •' \ •;%cc��' amts'. . I (46) Mahonia aquifolium 'Compacta' - •,,�g4-10' • .,�•,.ial so goi ,� \ N. "is it- (2) Chaemacyparis nootkatensis 'Pendu/a' . / ate ,tio_. ii:iii�� ,� \ \ IST 1 — \ 1- (12) Mahonia aquifolium / icr "SJR► •Vis' '� \ \ �"�`I;: - - - n ., �L,� I �, , A �!, ; ' „� 1 (5) I Rhamnus purshiana V) / l� -•-.�� ;� \ �.�, \ CASCARA / t� � 1 F” �e� ,'off \ \ ,�; -st� � I CALIPER (3) Chamaecyparis nootkatensis E ;04_ ►,� , I� ' .. Sir I \ ch / 9 AL:,\I:1 `,,..r.° �'C \ \ ,14 (18) Mahonia aquifolium c� '6E \ ref E_ (1) Acer circinatum "'• �� I \ '° I \ (4) Rosa rugosa 'Robusta' 11, / //y�I'.�n *" � ., /. GRAVEL , ;� '� 1 \ \ /• y ..., w( •, a i (2) Acer circinatum 21 Ribes sanguineum •/ 1 1 Q /� 'iI`"'',• °' I \Alp - I o p \ c�• 1 w! f >� �•!t , �`\ I 4' i (1) (6) 6'-7' Thuja plicata r►�Q �� {�r. a 1 ,� �O. �� Lonicero in volucrata u / / (3) Ribes sanguineum l ��,,�;,� I \ WESTERN RED CEDAR o Lo itkiat -ats i• ��' IRRIGATION CONTROLLER, ® �'�1/2 ? ;��,�� \ I (2) Holodiscus discolor NI (3) Rhamnus purshiana / a•• •TI•`•' SEE NOTE I (15) Symphoricarpos alba • ,�► - N ii r s►.>..•. / . isles!►ro � sw.�...v0 lt`: (13) Symphoricarpos a/ba �. ��,': Iire��. N\ N (23) Mahonia aquifolium a�! / (3) Lonicera involucrata4 (5) Mahonia aquifolium �, ,�`�j�1 �,, \ _ _ _ _/rett4Itits �� ►'-"♦"s� ��'•`'� , 5 Mahonio a uifo/iump��.� \ SHRUBS , , �,ri •,;o O 9 (4) Mahonia aquifolium 7!► �� N lr� .�� e�" ► c \ `'t‘ li% ► / (2) Mahonia aquifo/ium - _ p, 5) Lonicero involucrata �^-S'' r� -�' '" �►, ,i'!• �r`•';;��'�":i'•;••"`•:��:• ••- , \ ;_ • t-_ i� \ - /27 Holodiscus discolor ( / �, K •:,CU\ - • O` •N • / O '1�• Irl? i��„1�:�` 1•��. ,'o 0.:, - \ ) 3 , �' • 0.1' ,.'moi♦ ,i O\lsil e•f •••-":1� • 0 O\14:c est w V v..,.,0 0.i ��/�...i J �' d fl :75�.' �5►�?i>'a�`•� ,e��o:•�.�, �'' " °::io�� . :�.'��►.��:�� Y•��r.°!:•�� .?e �a, - ,d�,c! ` Vim' II 5 GALLON OCEANSPRAY Y "lam._ 'ce? • �' . „ ..,., '10141 = r ' -gid' �s ' I (3) Ribes sanuineum 1� . . . . �. � `C ,� g �� !Vargagatle ait 4� � �` uI ''�°�►�� ii'�”t �� 4 I ` \ _ - - (28) Lonicero in volucrata o (3) Holodiscus disco/or r��I! �.�i �' v �,;�>.�1.� __ I - - - - - - / O I GALLON TWINBERRY 111WW.441% . 0�1`aspi .� O� . _ a4411% 0- my'In � ��* lw t `'a a��. 'r'��'�I�� (2) Symphoricarpos alba - Q �, P' � , ►- rt • d- -� �' ' ' ' ' ��; + (86) Mahonia aquifolium N 16 Symphoricarpos a/bo / N� � �� $► — 1 ��i�l . . ._ _ _ � � .. .. . � 1� SEEDING ...:. . �� 1! ( ) ®! ► ► 0 W - . • __'_ __ �. ,," �: - -� �-- �> I GALLON OREGON GRAPE / • BMs, ® / . . . .'. . .' ' �� .;, i+ l ,' \. _ _ _ (4) Lonicero in volucrata _ _ - - - ii i ®�l��o!! � . . .�- . . . . , , - ... > .'. . .: �.. . . . . '. d� ,Z�® !� rte ,, - - co r � ep>�:�� h41„�= (87) Mahonia aquifolium Compacta A.'. . Wirt, � . �. . . . . ��! '.�. i ' �'�7 ��_. ►>-6�' fit` /A ./ / . /. s •1�t-A tip r' ".'. . • ��.� v�-_SEED I NG . • . Atir ,� , .�ws ! \ - _ - (6) Thuja plicata _ _ _ _ 2 GALLON COMPACT OREGON GRAPE (4) Mahonia aquifolium / 1 .'/.'. . . ►!t�le.9 • 'e ww A. asa_ iv: I !� cV 23i _ /►j�,�ya ss,d •�t a ;.gs e' ` . . - Q. (37) Ribes sanguineum �, 1. . .'. .�. �, i ��, •SEED ING s, ��J�� ` �_;/ - i - _ I GALLON FLOWERING CURRANT �, /�. . . �' � _•�_ ��b. �' � r �-. 10 .", .• f2�) Symphoricarpos a/ba . / . iP *-i=�ssP �� a 'v a Ei .;.,a o f. 0. 3, . • • • •_ �! '� :tae ® ` �► �'l>i�i� .--- iT. _ \ 10 Rosa rugosa 'Robusta' '•� � '�►,. i��s+..' ao�� i gid'�-;;� ._� •�- - o (2) Ribes sanguineum0 _ ® °u ~ *- - . y4 9: - V' _ 9 ROBUSTA ROSE Q Al� °" ��' ��49a►....m�o m� �49� f �a�l� ,u_ . . � s:;”-->= --- --(8)-Spiraea dou losi 2 GALLON fes 4116 �I dal .a `;Sa, �. 1$ �► �� o sr' to . .vine. • T . vf. ,m, EA / � �r�/ +�' �� ► ,u.,» \ (8) Holodiscus discolor ry„m; (55) Spiraea douglasi �-u- (20) Symphoricarpos alba �� .� 1 +f .o�lj,. a _ \� II r ��•�• -: two 4.o 4.0 UFFER � I I GALLON DOUGLAS SPIREA �� ,,, O ( 178) Symphoricarpos alba ..3 etacn ��,S�,p !.'.'� �"� 1 % • a ' . o�:!� frifj`�J PROPERTY LINE I GALLON SNOWBERRY L / N. , To �nM- • oQ ors a I /L,-® \ .lam• ,' .7r4 I Alt alit j loA,.....40 \ \ \ \ o (1) Holodiscus discolor // / / - / '/- • - lw , \ - \ SEEDING z / \ (2) Rhamnus purshiana o / / / / I - _ - - - _ 220 o Y4 SECTION LINE, / / / / // - - - _ - (3) Ribes sanguineum HOBBS AND HOPK I NS COMPANION �, _ / / SEED MIX 5-7 LBS/ I ,000 SQ FT, 2S I W SECTION 06 / / / / - _ i/ .� - - - - - - _ - - _ _ _ - _ \ \ (13) Mahonia aquifolium 3,780 SQ FT TO BE SEEDED / / ry0 / / � i - - - � ` > / // / �/ 'V // // VEGETATED CORRIDOR BOUNDARY \ 1 (4) Spiraea doug/asi , \ - (30) Spiraea douglasi - (13) Holodiscus discolor (15) Lonicera involucrata coi- i (16) Spiraea douglasi (5) Ribes sanguineum NOTES: Gretchen Vadnais 2 i (50) Symphoricarpos alba (40) Symphoricarpos alba landscape architects , I . WALL MOUNT I RR I GAT I ON CONTROLLER I N I. I. c. o (5) Acer circinatum WEATHERPROOF CAB I NET, SEE IN PLAN SPEC I F I CAT I ONS AND DETAIL 4, SHEET L-3. 12115 nw old quarry road SCALE: I "= 10' 2. I RR I GAT ION SYSTEM TO BE DES I GNED BY Portland, or 97229 CONTRACTOR, SEE SPECIFICATIONS. tel: 503.646.3517 a fax: 503.288.9343 0 NOTICE GV $�ZSTEh,� _ _ — T SHEET o 0 DESIGNED _ _ _ -, --r---.=__ Murray Smith&Associates,Inc, 1 AMB vc —_ — : = CleanWater Services LANDSCAPING PLAN L— Gr tchen Vadnais _ _ __ Engineers/Planners o IF THIS BAR DOES DRAWN t'' EGON _ — - _ Our commitment is clear. NOT MEASURE 1” AS • _ _ _ = 121 Si. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION THEN DRAWING IS CHECKED a/is/ez = o NOT TO SCALE CAS �( — Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 87 of 89 j NO. DATE BY REVISION `-P PROJECT NO.: 14-161 1.204 ' SCALE: AS SHOWN t DATE: DECEMBER 2015 ole 4111 a1 2 a �) 0 / / A � 4. 1, 1'1 ' i 4 �1 II if1 ° 1 Iso 1 _ITU 1 _ 4 ,1 11'a ' AlAs 1 / / 3`,1`',1=0 <1- J6� Il__ / ;} Q AO a/`/ 4 44.;•;' .T, TYP I CAL SHRUB kti I1 %4 ' 4 +' PROVIDE POSITIVE DRAINAGE '4:''-.1011:-11.`� a41'��' `� / TR I PLE GUYS RUBBER HOSE FROM BASE OF AZALEAS & I_; /' _a °10 � f1°, ' / .' 2"x2"x8' PRESSURE-TREATED DOUGLAS FIR & DOUBLE STRAND 14 GA RHODODENDRONS °°''' ''° ''` 'I, .1 , •,..4;5010 / STAKES DRIVEN A M I N OF 2'-6" INTO �' GALV WIRE OR APPVD ° o �;/` . 1'f �:° GROUND, ALL TREES TO BE STAKED W/ INN* 'CHAIN LOCK' 3" MIN FINE 3" MEDIUM BARK AS SPECIFIED TWO STAKES COMMERCIAL TREE TIESGRADE HEMLOCK BARK MULCH LOOSEN SOIL BELOW ROOTBALL SECURED AT A HEIGHT OF 4 - 5 i (4" FOR GROUNDCOVER & 6" FOR ,� (DEPENDING ON BRANCH STRUCTURE) -elIsA SHRUBS) W I , NOTE: PLANT W/ ROOTBALL I " �� ,' �� - ABOVE FIN GR, LOCATE 2"x2"x24" �`�� TYPICAL GROUNDCOVER NG NOTE: PLANT W/ ROOTBALL I I- w DOUGLAS FIR STAKES OUTSIDE `illikir -; TRIANGULAR PLANTING AS ABOVE FIN GR, LOCATE 2"x2"x24" _ ..-� DOUGLAS FIR STAKES OUTSIDE rDRIPLINE Part- es 4♦7r1� NOTED IN PLANT LEGEND 0 f DRIPLINE _ �� _ -1 / — _ �� ' PLANTING POCKET Hu) J - n i- " " I— Q BACKFILL W/ 3-WAY -� J = �� 3-WAY BACKFILL MIX EQUAL F- m i l l=11QI � - PARTS TOPSOIL, ROTTEDsi: 'H4IiMIX OF EQUAL PARTS •j1 3-WAY BACKFILL MIX EQUAL 00 = I �� ' = TOPSO I L, ROTTED ~o ~ III � II PARTS o~ 111- 1 l MANURE & LEAF MULCH z 0 =1 - MANURE & LEAF MULCH O W Hit 1 -11 AR S TOPSO I L, ROTTED o w cn Ello� � o o Dc o =I�'' II MANURE & LEAF MULCH o- - N / I I II Som - o m SCARIFY ROOTBALL ON ALL SI DES x =1 I g� S�,o : H N 'N -1=1 ' . 'te a o I I / III � X3-5 1 I REMOVE WIRE CAGE AND PEEL BACK , MIN WIDTH 1 .5 LBS/CY SOIL M I X H REMOVE WIRE CAGE AND PEEL BACK 111=111=I I1=111=111=111= CD III 11E111-111-111 I- BURLAP 2/3 BREAK UP SUB-SOIL BURLAP 2/3 BREAK UP SUB-SOIL 2X ROOTBAL MIN 4" AND CROWN FOR DRAINAGE AGRIFORM TYPE FERTILIZER MIN 4" AND CROWN FOR DRAINAGEI GAL SHRUB - ( I ) 21 GRAIN TABLET co 2X ROOTBALL 2X ROOTBALL FERTILIZER TABLETS 2T Y3 DEPTH OF 5 GAL SHRUB - (3) 21 GRAIN TABLETS o N / WIDTH / / WIDTH / ROOTBALL, USE ( I ) 21 GRAIN 2" POT - ( I ) 5 GRAIN TABLET FERTILIZER TABLETS 2T Ys DEPTH OF 'AGR I -FORM' TABLET FOR EA /2" TREE 4" POT - (2) 5 GRAIN TABLETS in ROOTBALL, USE ( I ) 21 GRAIN CALIPER I GAL - (4) 5 GRAIN TABLETS o 'AGR I -FORM' TABLET FOR EA Y2" TREE N CALIPER to N N I DECIDUOUS TREE PLANTING DETAILS EVERGREEN TREE PLANTING DETAIL SHRUB AND GROUNDCOVER DETAIL () a ® SCALE: NIS SCALE.: NTS _I 1 a_ 0 1 v 0 N I I / 0) a)C) a) 0 0 Q U --- 2 2 L 0 a_ O z a) 0 a L 4) 1-- L 4) 1 Gretchen Vadnais landscape architects , I. I. c. 0 .o 12115 nw old quarry road I o portland, or 97229 a- -a tel: 503.646.3517 a fax: 503.288.9343 L.0 NOTICE GV ��jST '+j�� - Y _ SHEET E o O h 1 DESIGNED d = = Murray Snilth&Associates,Inc. 6_ Iiiiinnz AMB Vr, - CleanWaterr Services LANDSCAPING DETAILSDRAWN r reaanats =_ = En sneers/Planners L- 2 o IF 'PHIS BAR DOES - — — REGONOur commitment is clear. NOT MEASURE 1 AS = —_ = 121 S.R. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION THEN DRAWING IS CHECKED %), 6/16/82 a NOT TO SCALE 04pz a Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 88 of 89 j NO. DATE BY REVISION PROJECT NO.: 14- 161 1.204 ' SCALE: AS SHOWN ' DATE: DECEMBER 2015 24 VOLT WIRE - PROVIDE WEATHERPROOF SPLICE JUMBO PLASTIC VALVE BOX & LID PACKS AT ALL SPLICES & 36" OF EXCESS WIRE W/ LOCK BOLT ON LID, ONE REMOTE IN A I " DIA COIL CONTROL VALVE PER BOX — NO EXCEPTIONS - INSTALL AS PER QUICK COUPLER VALVE FOR AIR PVC UNION POP-UP SPRINKLER JUMBO PLASTIC VALVE BOX & LID COMPRESSOR CONNECTION ONLY VALVE BOX DETAIL PVC MALE ADAPTER OR ROTOR W/ LOCK BOLT ON LID FIN GRADE FIN GRADE REMOTE CONTROL VALVE W/ IYz" FLOW CONTROL & MANUAL BLEED ■■■■ BRICK-6 TOTAL PVC LATERAL LINE III La , w WM _c,,t _ .. PVC UNION o _ 1 11 op ii• 1 cn w = LOWER LATERAL '1w -■ I CLASS 200 BRONZE GV (PER DRAIN - SWIVEL JT RISER USING o N N LINE W/ PVC _ _ ° �` IRRIGATION LEGEND) WALL WALK CURB pGRVL SCHED 40 PVC PIPE & 0 45° ELBOWS4 �- w 8" PVC CLASS 200 P I PE--y F I TGS AS REVD cr ,�, ��10011111I pm mg. I — INSTALL TEE FOR VALVE HEADER OR TRAIL z w FLEX MANIFOLD EDGE (NOTCH SLV TO FIT w ►_� • o o-� p RISER PVC MALE ADAPTER cc o LU •� • 0 0 0 0 0 1 ` AROUND MAIN LINE) - BRICK - - ~ -J LJ b �I 6 TOTAL PVC THREADED `� w GV - I J T FITGS AS REVD PVC STREET ELL n DRAIN GRVL - 4" DEEP BELO LU � � j \ I VALVE (NO SOIL IN VALVE BO A 0 o PVC MAIN LINE - CAP & '14 `_ VALVES CONTROL ,— TB IF AT END OF LINE ) 1;1\ Y / / PVC �� PVC MAIN LINELi _- - Hu Io MAIN LINE �l ! UPC APPROVED RING-TITE ONE-PIECE MOLDED 200 PSI PVC o PLASTIC TEE PVC SOLVENT WELD TEE (REFER TO SPECS) SCHED 40 PVC PIPE & FITGS AS REQ'D oo PVC LATERAL LINE 0 N Le O po REMOTE CONTROL VALVE B TYP I CAL R I SER DETAIL 0 WINTERIZATION ASSEMBLY @ ALL MAIN VALVES 0 SCALE: NTS ® N SCALE: NTS SCALE: NTS ro 1 C 0 -J 1 ccO 1 oCONTROLLER W/ WEATHERPROOF `� LOCKABLE CAB I NET, OWNER / SUPPLIED, SEE SPECS co 0 `r �------ INSTALL WALL MOUNT CONTROLLER 7 ON CMU WALL, COORD LOC W/ /ii/ T '////// / a _ ENGINEER I \/�\ ��//i /� /\/ --- 18" MIN, cn z VARIES Lc. SEE NOTE I o I i �� Q � LS A --•.- 0 j Q CONDUIT �-Pr N TO = m N IRRIGATION o -FIN GRP VALVE BOX _ � • MAIN LIN �� , l �,' Lo G " 2 al I 4 \\/\\/\ MAIN LIN % E \ \/ U ° . G I I �. 4 \�< ■I W I REBUNDLTO MAI NLE AND P NE AT /\/////� �/i,//� MATER ZONE AL TYP EDGE OF WIRING 0 'r TRENCH 20' INTERVALS, SEE 45 +� NOTE 2 PLAN SECTION > RUN CONDUIT TO E CONTROL VALVES I NOTES: NOTES: I . COORDINATE POWER SUPPLY AND CONDUIT I . LATERALS TO HAVE 3 INCHES MINIMUM OF PIPE ZONE ROUTING WITH ELECTRICAL, SEE ELECTRICAL SHEETS MATERIAL ALL AROUND. AND SPEC I F I CAT I ONS. Gretchen Vadnais 7 2. TIE LOOSE 20- I NCH LOOP I N ALL WIRING AT CHANGES OF landscape architects , U) 2. PROVIDE 2 EXTRA CONTROL W I RES, COLOR CODE DIRECTION GREATER THAN 30°. UNTIE ALL LOOPS AFTER ALL I. I. c. 0 FOR IDENTIFICATION, SEE SPECIFICATIONS. CONNECTIONS HAVE BEEN MADE. 0 ct 12115 nw old quarry road X I RR I GAT I ON CONTROLLER 4 TRENCH I NG DETA I LQ Portland, or 97229 Cl_ SCALE: NTS ® SCALE: NTS 0 -0 tel: 503.646.3517 o fax: 503.288.9343 o CL NOTICE GV ��1,ST�'R� _ — - Tn SHEET E0 O 1 DESIGNED 38 _ — = Murra Smith&Associates,111C. \ 6_ ZTiiai AMBO. ,;. __ _ ® _ A. a _ Qhy� A11J��( CleanWater ` Services LANDSCAPING IRRIGATION DETAILS Ath taen Vadna,s - ! - — — En ineeirs/jjQ {r!S L a IF THIS BAR DOES DRAWN OREGON — V Our commitment is clear. NOT MEASURE 1 S. AS __ __ _- = En-C. \ 121 5.11. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION THEN DRAWING IS CHECKED 8/18/82 73 NOT TO SCALE C 4 Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 66310 89 of 89 \ NO. DATE BY REVISION PROJECT NO.: 14-1611.2041 SCALE: AS SHOWNI DATE: DECEMBER 2015