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SIT2016 - 00001 7 --->gr--- CITY OP TIGARD I REVIEWED FOR CODE COMPLIANCE Approve& [ RECEIVED OTC: [ 3 Permit#: "t — ( DEC 3 0 2015 "` • Address: tr7 O �1(T ' BUILDING OF DIG DIVISION Suite#: By: Date: (11 (4 II1cari\ 's/aterServiccs Our commitment is clear . OFFICE CO " OFFICE COPY RIVER TERRACE NORTH PUMP STATION AND „ FORCE MAIN PROJECT 663 1 _c U NO . 6631 cn DEFERRED SUBMITTALS VOLUME 4 ()J ? 4 ITEM: SPECIFICATION: o AGGREGATE PIER FOUNDATION SYSTEMS 02255 6 PRE-FABRICATED METAL STAIRWAY 05500 Nm MANUFACTURED TRUSSES 06100 DECEMBER 2015 MECHANICAL EQUIPMENT LATERAL SUPPORT 15000'S ELECTRICAL EQUIPMENT LATERAL SUPPORT 16000'S � STRUCTURAL SEE SHEET S- I ui_a �w�I��It�� � � � ►�� BEAVERTON ����_ INDEX OF DRAWINGS Josa4 7"r� XLo GENERAL ARCHITECTURAL ELECTR I CAL, INSTRUMENTATION o I G- I TITLE SHEET, VICINITY MAP AND INDEX OF DRAWINGS 37 A- I ARCHITECTURAL FLOOR PLAN AND SECTION AND CONTROL / i2 G-2 GENERAL NOTES 38 A-2 BUILDING ELEVATIONS !82 E-28 ELECTRICAL ATS LOOP d.in 3 G_3 BBREVIATIONS 39 A-3 ARCHITECTURAL DETAILS DIAGRAM Iii N "■111:11111711111:11s:#417.114:11111111: ■ " n� 4 G-4 SYMBOLS AND LEGEND 83 E-29 ELECTRICAL CAL A I RGAP i m� 0��� • dill - STRUCTURAL .■■.■■�� O �- - 5 G-5 DESIGN DATA SUMMARY TABLE AND SYSTEM HEAD-CAPACITY CURVES DISCONNECT ENCLOSURE / I ■■■.i�� ������6 G-6 CODE SUMMARY 40 S- I GENERAL STRUCTURAL NOTES "'��i0 .QUALITY ASSURANCE PLAN AND NOTES 84 E-30 ELECTRICAL PANEL / nn.mnn�� �7�SCHEDULES � "��i�" in �'�s�i �' EROSION AND SEDIMENT CONTROL 41 s-2 - ..IB. ii.�� �■ iwl 42 S-3 ROOF FRAMING, FOUNDATION PLAN, AND 85 E-3 I ELECTRICAL CIRCUIT ! / �' Q■�G■ =M� (f 3 7 ESC- I EROSION AND SED MENT CONTROL COVER SHEET STRUCTURAL SECTIONS SCHEDULES SHEET I G� 0����: :: snip -0 8 ESC-2 EROSION AND SED MENT CONTROL NOTES 43 S-4 STRUCTURAL SECTIONS AND DETAILS 86 E-32 ELECTRICAL CIRCUIT ��,i��=�: ►�����: cl 9 ESC-3 EROSION AND SED MENT CONTROL PUMP STATION PLAN 44 S-5 STRUCTURAL CMU DETAILS SCHEDULES SHEET 2 ; ,��Vjp$�iin � 0 10 ESC-4 EROSION AND SED MENT CONTROL PLAN STA FM I +00 TO STA FM 12+00 45 S-6 M I SC STRUCTURAL DETAILS 1 !II / '9r ■��G1°011-'��i II ESC-5 EROSION AND SED MENT CONTROL PLAN STA FM 12+00 TO STA FM20+40 46 S-7 M I SC STRUCTURAL DETAILS R - �� =""� • ■ a LANDSCAPING ! / ► �„��_ -;,,,,,,,, x1.:n ��� �- 12 ESC-6 EROSION AND SED MENT CONTROL PLAN 47 S-8 WET WELL TOP SLAB PLAN AND DETAILS ( /� .nml .mune® ,,,,, 0 87 L- I LANDSCAPING PLAN swan ' ■ If ■■■■rte N STA FM20+40 TO STA FM2 I +80 AND STA SBB0+00 TO STA SBB I +66 , SGV SC LLS FERRY RD 2 I 0 - -� rill EMI tr °1 :..,. 3 MECHAN I CAL 88 L-2 LANDSCAPING DETAILS ,�„� pr,■■ ■ 0aa -110 :writ_ e16i 13 ESC-7 EROSION AND SEDIMENT CONTROL DETAILS - I 89 L-3 LANDSCAPING IRRIGATION - _ - '� , � �" "" - �_ nmm nminm a id 14 ESC-8 EROSION AND SEDIMENT CONTROL DETAILS - 2 48 M- I CONTROL BUILDING AND VALVE VAULT PLANmine man mmn xmanu .N 1111.1 0 DETAILS ilirellii eeor■ ems• -_15 ESC-9 EROSION AND SEDIMENT CONTROL DETAILS - 3 49 M-2 CONTROL BUILDING AND WET WELL SECTION ` pe eiraein �iinn n11111. mr. y In I 16 ESC- I0 EROSION AND SEDIMENT CONTROL DETAILS - 4 50 M-3 HVAC PLAN AND SECTION G�Giipme rrrrmr, t►� IIInnm_ ■ nm �� n. n.17 ESC- II EROSION AND SEDIMENT CONTROL DETAILS - 5 51 M-4 HVAC SCHEDULES, SECTION AND SCHEMATICS ■� TLG�D 11. 1 n�,I52 M-5 MECHANICAL DETAILS - I PI �re .�i�=_ p. ?�.Im= i���11 ,CIVIL 53 M-6 MECHANICAL DETAILS - 2 t41■ ■■� p - 4. n01 e)111. 111:1 !!! !!!!Millia! inxu�q m18 C- I SITE PLAN 54 M-7 MECHANICAL DETAILS - 3 d�9 C-2 SITE PIPING PLAN . m�ttu�0 20 C-3 GRADING PLAN 1 - , 1 ■ pmnululuinnnnnn. ELECTR I CAL, INSTRUMENTATION AND CONTROL - : ._ nmm n1111=�,�••,� o 21 C-4 GRADING SECTIONS '' x... . e,mnm 111111 ; •�� 2 22 C-5 FORCE MAIN PLAN & PROFILE STA FM 1 +00 TO STA FM6+40 55 E- I ELECTRICAL LEGEND AND ABBREVIATIONS I PROJECT , _ ,`: _ '�"��� 23 C-6 FORCE MAIN PLAN & PROFILE STA FM6+40 TO STA FMI1 +80 56 E-2 P& ID LEGEND AND SYMBOLS "' �m �,'' LOCATION "' '° "”' °� 24 C-7 FORCE MAIN PLAN & PROFILE STA FMI1 +80 TO STA FM I5+00 57 E-3 ELECTR CAL ONE-LINE DIAGRAM 0,1 '"" ar =r �� -nnnnnnm■� ���' �ee� 1 25 C-8 FORCE MAIN PLAN & PROFILE STA FMI5+00 TO STA FM20+40 58 E-4 ELECTR CAL UTILITY SERVICE SITE PLAN • �� 711 SI! 26 C-9 FORCE MAIN & GRAVITY MAIN PLAN & PROFILE 59 E-5 ELECTR CAL PUMP STATION SITE PLAN 1L STA FM20+40 TO STA FM2I +80 & STA SSB0+00 TO STA SSBI +66 60 E-6 ELECTR CAL BUILDING POWER PLAN ` / /027 C- 10 SITE SUBSURFACE DRAIN PROFILE & DETAILS & SANITARY SEWER 61 E-7 ELECTR CAL BUILDING LIGHTING AND RECEPTACLE PLAN toIIIllik2E z TRUNK MAIN PROFILE 62 E-8 ELECTR CAL BUILDING COMMUNICATIONS PLAN \ Sill '`rU ✓ 28 C- I I C V L DETA LS - I 63 E-9 ELECTR CAL MCC ELEVATION DETAIL AND SCHEDULE N f - o :L_ O 29 C- I2 C V L DETA LS - 2 64 E- 0 ELECTR CAL INSTALLATION DETAILS c �, . - L 30 C- 13 C V L DETA LS - 3 65 E- I ELECTR CAL PUMP STATION P& ID P&ID ( I of 4 > ,:6�, xxulxul ■n� sir Al a . muffing F- 31 C- 14 C V L DETA LS - 4 66 E- 2 ELECTR CAL PUMP STATION P&ID P& ID (2 of 4 :..11.11.111 ttdLJ; u1 anaxo :32 C- 15 C V L DETA LS - 67 E- 3 ELECTR CAL PUMP STATION P&1D P& 1D 3 of 4 .u1 nunnnm33 C- 16 CVL DETA LS - 6 68 E- 4 ELECTR CAL STANDBY GEN. AND MISC. ALARMS P& ID (4 of 4) _ _ . :i5 au. Ij0 ����I 34 C- 17 C V L DETA LS - 7 69 E- 5 ELECTR CAL SYSTEM COMMUNICATION BLOCK DIAGRAM .11 �i/ �� 1� 1 35 C- 18 C V L DETA LS - 8 70 E- 6 ELECTR CAL CONTROL SCHEMATICS PUMP WIRING DIAGRAM .a m_,r I I III );��mi��..lierin 36 C- 19 C V L DETA LS - 9 71 E- 7 ELECTR CAL LIGHTING CONTROL PANEL a- _ _ _ . 2 •� Matilli_ 1 0 72 E- 8 ELECTR CAL CONTROL SCHEMATIC RTU _ _ _ Murray 73 E- 9 ELECTR CAL MASTER CONTROL PANEL POWER WIRiNG DIAGRAM74 E-20 ELECTR CAL MASTER CONTROL PANEL BACKUP CONTROL SCHEMATIC Y75 E-2I ELECTR CAL MASTER CONTROL PANEL DISCRETE INPUT WIRING _ - - _ - Engilleers/Planilers 76 E-22 ELECTR CAL MASTER CONTROL PANEL ANALOG INPUT WIRING VICINITY MAP .:.iLW1iICE COpy a 77 E-23 ELECTR CAL MASTER CONTROL PANEL LAYOUT o 78 E-24 ELECTR CAL FLOWMETER LOOP DIAGRAM SCALE: 1"=1,000' x� = = = _ — 121 SS. Salmon, Suite 900 PHONE 503-225-9010 79 E-25 ELECTR CAL LEVEL CONTROLLER LOOP DIAGRAMS xo 80 E-26 ELECTR CAL LEVEL SWITCH LOOP DIAGRAMS Portland, Oregon 97204 FAX 503-225-9022 8 I E-27 ELECTR CAL GENERATOR LOOP DIAGRAM i 14- 1611 .204 o 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 38, PREPARED BY ANCHOR QEA. VERIFY LOCATIONS, ELEVATIONS, TYPE AND SIZES OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTING NEW PIPING/CONDUITS AND SHALL ADJUST NEW PIPING/CONDUITS AS 21 THE CONTRACT DOCUMENTS DEFINE WORK TO BE CONDUCTED BY TWO SEPARATE REQUIRED. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY CONFLICTS NOT CONTRACTORS UNDER TWO SEPARATE CONTRACTS WITH TWO DIFFERENT OWNERS: CLEAN WATER SHOWN ON THE PLANS AND SHALL KEEP EXISTING UTILITIES IN SERVICE AND PROTECT THEM SERVICES ("CWS"); AND POLYGON WLH LLC ("POLYGON"). THE NORTHERN PROERTY LINE OF THE DURING CONSTRUCTION. WHERE INTERRUPTION OF EXISTING FACILITIES IS REQUIRED, PUMP STATION SITE DELINEATES THE LIMITS OF THE WORK FOR THE TWO CONTRACTS. CONTRACTOR SHALL PROVIDE 72 HOUR NOTICE TO ENGINEER AND THE AFFECTED UTILITY. CONTRACTOR SHALL ARRANGE FOR THE RELOCATION OF ANY IN CONFLICT WITH THE PROPOSED CONSTRUCTION. 3. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF ORS 757.541 TO 757.571 . ATTENTION: OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW THE THE CONTRACTOR SHALL NOTIFY EACH UNDERGROUND UTILITY AT LEAST 48 BUSINESS—DAY RULES ARE SETTED OY THE OREGON 2 UTILITY 01NO0IT R UGH CENTER. THOSE HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS, PRIOR TO EXCAVATING, BORING, OR RULES— ARE SET FORTH NIOAR 952 MAY OBTAIN THROUGH OAR POTHOLING. 952-001 -0090. THE CONTRACTOR OBTAIN COPIES OF THE RULES BY CALLING THE UTILITY NOTIFICATION CENTER. (NOTE: THE 4. UTILITIES OR INTERFERING PORTIONS OF UTILITIES THAT ARE ABANDONED IN PLACE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS 503-246-6699.) SHALL BE REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK. THE CONTRACTOR SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES, UNLESS OTHERWISE REQUIRED BY THE ENGINEER. 5. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENTATION CONTROL DURING CONSTRUCTION (ANY TIME OF YEAR) PER THE REQUIREMENTS OF THE CITY OF TIGARD, WASHINGTON COUNTY AND THE OREGON DEQ. o 6. TOPOGRAPHIC MAP WAS COMPILED BY OTAK ON OCTOBER 23, 2014. THE HORIZONTAL I- DATUM IS OREGON STATE PLANE, NORTH ZONE, NAD 83 (2011 ). THE VERTICAL DATUM IS NGVD m 29 (BASED ON WASHINGTON COUNTY BENCHMARK 107). J 7. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE PLANS AND PROJECT o SPECIFICATIONS. Cv 8. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENT Y 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 CL CONSTRUCTION PLANS MUST BE SUBMITTED IN WRITING AND APPROVED BY ENGINEER PRIOR LLS TO COMMENCING WORK. 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 `I DESIGNATED BY THE OWNER FOR SALVAGING. SALVAGED ITEMS SHALL REMAIN THE PROPERTY OF THE OWNER, AND SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED. -o I. I . ALL STRUCTURES, LOTS, SWALES, DITCHES, CURBS, FENCES, WALLS, MAILBOXES, SIGNS, ( 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 RI 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 CO 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 715 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 o 14. THE CONTRACTOR SHALL PROVIDE TEMPORARY TAPS AND BLOW—OFFS AND THRUST RESTRAINTS AS REQUIRED TO FACILITATE TESTING OF PIPELINES. AT COMPLETION, REMOVE TEMPORARY TEST TAPS AND REPLACE WITH PERMANENT STAINLESS STEEL PLUGS. L 15. CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER 48 HOURS BEFORE STARTING �� cn CONSTRUCTION, AND 24 HOURS BEFORE RESUMING WORK AFTER SHUTDOWNS EXCEPT FOR NORMAL /w40 ° RESUMPTION OF WORK FOLLOWING SATURDAYS, SUNDAYS, OR HOL I DAYS. CONTRACTOR SHALL NOTIFYx `' , i THE ENGINEER A MINIMUM OF 48 HOURS PRIOR TO ANY TESTING OR REQUIRED INSPECTION. r r z mi;t: 16. THE LIMITS OF THE SITE THAT MAY BE USED FOR CONSTRUCTION, STORAGE, MATERIALS V HANDLING, PARKING OF VEHICLES AND OTHER OPERATIONS RELATED TO THE PROJECT ARE /� SHOWN ON THE PLANS. LIMITS OF WORK ALSO INCLUDE RIGHTS OF ACCESS OBTAINED BY THE 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. co j SHEET U O NONCE AM 1 DESIGNED 5��� P �% _- = - Murray Smith&Associates,Inc. - I DKT °' _ _ _ _ CleanWater \ Services GENERAL. NOTESL DRAWN /� Ik __ __ — - = Engineers/Planners Our commitment is clear. G- 2 IF THIS BAR DOES — OREGON xl NOT MEASURE 1" AS 9 �� p00 � = _ _ _ _ _ — = 121 S.R. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION p THEN DRAWING IS CHECKED �Cf. NF n,2 �J NOT TO SCALE 4. BARGE` Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 2 of 89 NO. DATE BY REVISION _ RENEWS 12-31-15 PROJECT NO.: 14— I61 1.2041 SCALE: NONE I DATE: DECEMBER 2015 IP AT CONTR CONTRACT (OR) GALV GALVANIZED MAN MANUAL RM ROOM W WATER AASHTO AMERICAN ASSOCIATION OF STATE COORD COORDINATE GC GROOVED COUPLING MATL MATERIAL RND ROUND W/ WITH HIGHWAY & TRANSPORTATION OFFICIALS COP COPPER GFA GROOVED FLANGE ADAPTER MAX MAXIMUM RO ROUGH OPENING W/O WITHOUT AB ANCHOR BOLT CORP CORPORATION GI GALVANIZED IRON MCC MOTOR CONTROL CENTER ROW or R/W RIGHT OF WAY W/W WALL TO WALL ABAN (D) ABANDON (ED) CORR CORRUGATED GIP GALVANIZED IRON PIPE MCP MASTER CONTROL PANEL RPBPD REDUCED PRESSURE BACKFLOW WD WOOD ABS ACRYLONITRILE BUTADIENE STYRENE CP CONTROL POINT GJ GRIP JOINT MECH MECHANICAL PREVENTION DEVICE WF WIDE FLANGE ABV ABOVE CPLG COUPLING GL GLASS MET METAL RPM REVOLUTIONS PER MINUTE WH WALL HYDRANT AC ASPHALTIC CONCRETE CPVC CHLORINATED POLYVINYL CHLORIDE GLV GLOBE VALVE MFR MANUFACTURER RR RAILROAD WHTR WATER HEATER ACP ASPHALTIC CONCRETE PAVING CR CRUSHED ROCK GND GROUND MGD MILLION GALLONS PER DAY RST REINFORCING STEEL WI WROUGHT IRON ADJ ADJUSTABLE CS COMBINED SEWER GPD GALLONS PER DAY MH MANHOLE RT RIGHT WM WATER METER ADJC ADJACENT CSP CONCRETE SEWER PIPE GPH GALLONS PER HOUR MIN MINIMUM WP WORKING POINT / WATERPROOFING AFF ABOVE FINISHED FLOOR CT COURT GPM GALLONS PER MINUTE MIPT MALE IRON PIPE THREAD SALV SALVAGE WS WATER SERVICE AFG ABOVE FINISHED GRADE CTR CENTER GPS GALLONS PER SECOND MISC MISCELLANEOUS SAN SANITARY WSDOT WASHINGTON STATE DEPARTMENT AHR ANCHOR CU CUBIC GR GRADE MJ MECHANICAL JOINT SC SOLID CORE OF TRANSPORTATION AL ALUMINUM CULV CULVERT GR LN GRADE LINE MON MONUMENT / MONOLITHIC SCHED SCHEDULE WT WEIGHT ALT ALTERNATE CV CONTROL VALVE GRTG GRATING MOT MOTOR SD STORM DRAIN WTP WATER TREATMENT PLANT AMP AMPERE CW CLOCKWISE / COLD WATER GV GATE VALVE MP MILEPOST SDL SADDLE WTRT WATERTIGHT ANSI AMERICAN NATIONAL STANDARDS INSTITUTE CWS CLEAN WATER SERVICES GRVL GRAVEL MSL MEAN SEA LEVEL SDR STANDARD DIMENSION RATIO WWF WELDED WIRE FABRIC APPROX APPROXIMATE CY CUBIC YARDS GYP GYPSUM MTD MOUNTED SECT SECTION WWTF WASTEWATER TREATMENT FACILITY APPVD APPROVED SHLDR SHOULDER WWTP WASTEWATER TREATMENT PLANT APWA AMERICAN PUBLIC WORKS ASSOCIATION D DRAIN HB HOSE BIBB NA NOT APPLICABLE SHT SHEET ARCH ARCHITECTURAL DC DIRECT CURRENT HC HOLLOW CORE NC NORMALLY CLOSED SIM SIMILAR X SECT CROSS SECTION ARV AIR RELEASE VALVE DEFL DEFLECTION HDPE HIGH DENSITY POLYETHYLENE NF NEAR FACE SLP SLOPE XFMR TRANSFORMER ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS DET DETAIL HDR HEADER NIC NOT IN CONTRACT SLV SLEEVE ASSN ASSOCIATION DI DUCTILE IRON HDWE HARDWARE NO / NO. NORMALLY OPEN / NUMBER SOLN SOLUTION YD YARD DRAIN/YARD DIA DIAMETER ASSY ASSEMBLY HGR HANGER NOM NOMINAL SP SOIL PIPE / SEWER PIPE YH YARD HYDRANT ASTM AMERICAN SOCIETY FOR TESTING DIM DIMEHGT HEIGHT NORM NORMAL SPCL SPECIAL YR YEAR & MATERIALS DIR DISTCSION TION 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 O DWY DRIVEWAY HPG HIGH PRESSURE GAS OF OVERFLOW / OUTSIDE FACE SQ YD SQUARE YARD B&S BELL & SPIGOT EA EACH HPT HIGH POINT OPNG OPENING SS SANITARY SEWER cn 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 W o BFD BACKFLOW PREVENTION DEVICE ELEC ELELB ECTRICAL 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 VALVE EOP EDGE OF PAVEMENT HWL HIGH WATER LINE PCC POINT OF COMPOUND CURVE STOR STORAGE o BHP BRAKE HORSEPOWER EQ EQUAL HWY HIGHWAY PCVC POINT OF CURVATURE ON VERTICAL CURVE STR STRAIGHT m BKGD BACKGROUND EQL SP EQUALLY SPACED HYD HYDRANT PE PLAIN END STRUCT STRUCTURE / STRUCTURAL 0 BLDG BUILDING EQUIP EQUIPMENT HYDR HYDRAULIC PERF PERFORATED SUBMG SUBMERGED .o BLK BLOCK EW EACH WAY PERM PERMANENT SUCT SUCTION co 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 E2 BMP BEST MANAGEMENT PRACTICE EXIST GR EXISTING GRADE D NSIDE DIAMETER PH PIPE HANGER SWD SIDEWATER DEPTH o BO BLOWOFF EXP EXPANSION E NVERT ELEVATION PI POINT OF INTERSECTION SWGR SWITCH GEAR En BOC BACK OF CURB EXP BT EXPANSION BOLT F NSIDE FACE PIVC POINT OF INTERSECTION ON SYMM SYMMETRICAL BS BOTH SIDES EXP JT EXPANSION JOINT MPVT MPROVEMENT VERTICAL CURVE SYS SYSTEM Ti-_ 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 'O 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 cp BW BOTH WAYS FAB FABRICATE NSTL NSTALLATION / INSTALL POLY POLYETHYLENE TB THRUST BLOCK 3 FB FLAT BAR NSUL NSULATION POT POINT OF TANGENCY TBM TEMPORARY BENCH MARK a FCA FLANGED COUPLING ADAPTER 0 C CELSIUS NEER NTERCEPTOR PP POWER POLE TC TOP OF CONCRETE / TOP OF CURB 1 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 1 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 `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 e 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 FIN GR FINISH GRADE CHAN CHANNEL JUNC JUNCTION PSIG 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 FL FLOOR LINE KPL KICK PLATE PSPT PIPE SUPPORT TST TOP OF STEEL CHKV CHECK VALVE KVA KILOVOLT AMPERE PT PRESSURE TREATED TW TOP OF WALL u) 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 L, CIPC CAST IN PLACE CONCRETE FLR FLOOR PV PLUG VALVE UG UNDERGROUND CISP CAST IRON SOIL PIPE L LENGTH OF CURVE PVC POLYVINYL CHLORIDE UH UNIT HEATER FM FORCE MAIN ,L CJ CONSTRUCTION JOINT FO FIBER OPTIC LAB LABORATORY PVMT PAVEMENT UN UNION CL or Z CENTER LINE LAV LAVATORY PWR POWER UON UNLESS OTHERWISE NOTED CL2 CHLORINE FOC FACE OF CONCRETE LB POUND USGS UNITED STATES GEOLOGIC SURVEY FOF FACE OF FINISH � CLG CEILING LF LINEAL FOOT QTY QUANTITY CLJ CONTROL JOINT FOM FACE OF MASONRY LIN LINEAL / LINEAR V VENT / VOLT t 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 0CMP CORRUGATED METAL PIPE FPS FEET PER SECOND LONG LONGITUDINAL RCP REINFORCED CONCRETE PIPE VBOX VALVE BOX FRP FIBERGLASS REINFORCED PLASTIC �CMU CONCRETE MASONRY UNIT LP LOW PRESSURE RD ROAD / ROOF DRAIN VC VERTICAL CURVE CND CONDUIT FT FEET / FOOT LPT LOW POINT RDCR REDUCER VERT VERTICAL 1--- 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 E CONC CONCRETE LVL LEVEL RESTR RESTRAINED VTR VENT THROUGH ROOF 1 CONN CONNECTION G GAS GA GAUGE LWL LOW WATER LINE RFCA RESTRAINED FLANGE COUPLING ADAPTER — CONST CONSTRUCTION co CONT CONTINUOUS / CONTINUATION GAL GALLON cip NOTICE DESIGNED �� P�oBF�% _ _- — = Marra Smith&Assoaates Inc. SHEET I h 1 DKT I4' 7M _ - - = •Murray - — - _ — CleanWater Services ABBREVIATIONS 0 DRAWN 1 I _ _ _ _ _ = Engineers/Planners G- 3 L._ ` _ — Our commitment is clear. IF THIS A U DOES o 00 4 _ _ _ _ _ _ _ _ 121 S.H, Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION x1 NOT MEASURE 1" A S 9 v e Q o THEN DRAWING IS CHECKED <-c<,I. NBIt7. �e j NOT TO SCALE 4 SAO Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 3 of 89 6 NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14- 1611.204 1 SCALE: NONE 1 DATE: DECEMBER 2015 PIPE SYMBOLS VALVE SYMBOLS TOPOGRAPHIC LEGEND PLANT SCHEMATIC PLANT SCHEMATIC EXISTING PROPOSED i t I WELDED JOINT h NeN A --I f I— BUTTERFLY VALVE WATERLINE - - - - I 0"W — — — — 12" D I W- - 4 II FLANGED JOINT 0 X 0 -�C GATE VALVE ELECTRICITY - - - GAS - - - - 4"G - - - - i C GROOVED END JOINT 0 is< t —{}<1-- GLOBE VALVE TELEPHONE/TELEMETRY - - - - -T- - - - - FIBER OPTIC FO _,_____i [I MECHANICAL JOINT ____ fi 1)81 BALL VALVE OVERHEAD UTILITY OHL .- ti C PUSH-ON JOINT (RUBBER GASKET) D ViC -_.1 —0 BALANCING VALVE SANITARY SEWER LINE - - - -8"SS- - - - 8"SS ,--`= SANITARY SEWER FORCE MAIN - - - -6"FM- - - - 6"FM i I FLANGED COUPLING ADAPTER >— ----Q DIAPHRAGM VALVE STORM DRAIN - -8"SD- - - - 8"SD DC -- DOUBLE BALL FLEXIBLE EXTENSION COUPLING _- 0 -11 ---0 PLUG VALVE (TOP) CULVERT >- ---K )'—I8"D—( 1 CD 1) 4C ) FLEXIBLE COUPLING W/ THRUST RING V I -- PLUG VALVE (SIDE) ABANDON PIPE f 71717 f¢///f 74* DRAINAGE DITCH - - - - -• •- - - - ® i el ELBOW UP ` FENCE X X xX—x_—X— a�l,�' ` 3-WAY PLUG VALVE C - 0 C I ELBOW DOWN CHAIN L INK FENCE -o--o--o--o -0-0-0-0 i - —> _\_ SWING CHECK VALVE TEMPORARY SILT FENCE n n 01 TEE UP GUARDRAIL - T-�'�-` -\\- DOUBLE CHECK ASSEMBLY 0 \ TREE/BUSH LINE a) 1 ICI TEE DOWN U -ice ______cI~, BALL SWING CHECK CENTERLINE m ) ISI LATERAL UP -� - y EASEMENT/PROPERTY LINE - - - - - - - - - - ---------- w —f SILENT CHECK VALVE 0 _ �_ --�-- t RIGHT-OF-WAY - - WON - oN D - A 101 LATERAL DOWN - F- - - aI„ S _, EDGE OF PAVEMENT AC � � PRESSURE REDUCING VALVE PAVEMENT/AC - CONCENTRIC REDUCER - - - - - — _o EDGE OF GRAVEL U ALTITUDE CONTROL VALVE CURB � 0 ----- -1 NI ECCENTRIC REDUCER - - l SOLENOID VALVE SIDEWALK S/W 5/W Lo El:1154113 _____A____. 0 1 [�] ! --�1� UNION STRUCTURE OR FACILITY N -„, fN ! m 0BLIND FLANGE :11RELIEF VALVE CONTOUR MINOR . CONTOUR MAJOR --200------- x-200----- 1 0 ] CAP NV MANHOLE 0 Q 1 0p 3 c I= --I I- LONG SLEEVE T� l —) I— NEEDLE VALVE CLEAN-OUT 0 0 CATCH BASIN/FIELD INLET O I1 (1 I ----4.A4----- FLEXIBLE COUPLING HOSE VALVE THRUST BLOCK A ty0 o [ CAPPED END OR PLUGGED END {� REDUCED PRESSURE BACKFLOW VALVE 0 0 PREVENTER W/ GATE VALVES N L� I AIR INJECTION ASSEMBLY -0 f-0 sr! FITTING Ol HOSE B I BB BLOW-OFF ASSEMBLY 00 I-+. 0 SECTION AND DETAIL DESIGNATIONS MISCELLANEOUS PIPING SYMBOLS 7. AIR RELEASE ASSEMBLY 0� FAD 0 FIRE HYDRANT ASSEMBLY ,Q Ak a) SECTION DES I GNAT I ONS DETAIL DES I GNAT I ONS WATER METER ER IN Cn o SECTION LETTER ISI, STRAINER PULL BOX/JUNCTION BOX -E- o L A DESIGNATION —101 SIGHT GLASS UTILITY POLE O- - D- LL SHEET WHERE PRESSURE GAUGE W/ COCK GUY WIRE SECTION IS SHOWN * Q LIGHT POST 0 L SECTION LETTER DETAIL y PRESSURE SWITCH W/ COCK MAILBOX 0 0z SECT I ON A) DESIGNATION D E T A I L NUMBER Q SCALE: SCALE: SIGN 0 M METER 2 -� 0 SHEET FROM WHICH SHEET FROM WHICH BENCHMARK ~ SECTION IS TAKEN * DETAIL IS TAKEN * SP SLIP-ON JOINT PIPE TREE DECIDUOUS CC C a) CW) RESTRAINED JOINT PIPE TREE CONIFEROUS CI 0 I * NOTE: IF PLAN AND SECTION FOR DETAIL CALL-OUT AND DETAIL ARE TREE TO BE REMOVEDCrk SHOWN ON THE SAME DRAWING, DRAWING NUMBER IS REPLACED WITH A DASH. SURFACE ELEVATION + 176.63 + 176.63 NOTICE AMB �9 PROfF� _ _ ET-7 — SHEET 0 DESIGNED .. a=N$ �� _ _ _ _ — Murray,Smith&AssociatesInc. 0 1 - I DKT � 79401� _ _ _ - - CleanWater Services SYMBOLS AND LEGEND _ L DRAWN I _ - - — -= — Engineers/Planners G 4 °-1 IF THIS BAR DOES = o:.: �• _ _ _ _ = Our commitment is clear. x NOT MEASURE 1" AS ✓o: 11.100 �Q _ = _— = 121 Si. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION o THEN DRAWING IS CHECKED !F-I Fa - - NOT TO SCALE M. 8AlkS — Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 4 of 89 d NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14- I61 1.204 1 SCALE: NONE ' DATE: DECEMBER 2015 EROSION AND SEDIMENT CONTROL PLANS // - _ DEVELOPER NAME STANDARD EROSION AND SEDIMENT THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT. THIS SW SCROLLS FERRY Rte" - . CLEAN WATER SERVICES CONTROL PLAN DRAWING NOTES ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH BEAT _ CONTACT: MIKE KEBBE, P.E. THE 1200C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 16060 SW 85TH AVE 1200C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. co, (503) 547-8187, TIGARD, OR 97224 1. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. 21 0 __ ---�'� SW FRIENDLY LN 2. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING BMP MATRIX FOR CONSTRUCTION PHASES UM _L m-___,_________ FAX: (503) 547-8196 THE CONSTRUCTION PERIOD, UPGRADE THESE MEASURES AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, re \ 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 cr a 1 SURVEYING FIRM CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT. AVAILABLE BMPS, w 4. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM o ~ MURRAY, SMITH & ASSOCIATES BECOMING A SOURCE OF EROSION. z -�_ 4 CONTACT: BRENDAN V. O'SULLIVAN, P.E. 5. IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION 121 SW SALMON (SUITE 900) INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY to i I-- PORTLAND, OR 97204 VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS). AND OTHER AREAS TO BE U ii PHONE: (503) 225-9010 PRESERVED, ESPECIALLY IN PERIMETER AREAS. N IN FAX: (503) 225-9022 6. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN AREAS WHEN 0. PROJECT z .�� - PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SED MIX USED. Z z (, Q NARRATIVE DESCRIPTIONS 7. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE BEFORE Z o 0 Z La >" LOCATION ♦ VEGETATION IS DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED, REPAIRED, AND PROMPTLY IMPLEMENTED O p P. O r EXISTING SITE CONDITIONS FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE I-- 4 0 4 4 E fillSTORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. r 1;<: f% V~) 0 ce L \ ? 8. ESTABLISH CONCREIE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. UNDEVELOPED FARM LAND. I- Q a 1n \ 9. APPLY TEMPORARY AND/OR PERMANENT SOIL STABIUZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS J I- m z 4 4 I- U GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. F- N z O _Z Z_ w / DEVELOPED CONDITIONS 10. ESTABLISH MATERIAL AND WASTE TORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. I Z d V 4- 4- �'_ _ _ _ 11. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: GRAVELED (OR PAVED) EXITS EROSION PREVENTION I- / 1 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. 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. GROUND COVER X X X / m 13. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT PLASTIC SHEETING (� ` * CONSTRUCTION OF NEW PUMP STATION (9/ 2015 TO 12/ 2015) FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDUNG ACTIVITIES. MATTING X X 0 / M � '1' * 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 ci 1 DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES FROM CONSTRUCTION OPERATIONS. N / 14. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, TEMPORARY/ PERMANENT SEEDING X X X N S) / pa TOTAL SITE AREA = 3.56 ACRES EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR OTHER: o / 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. Q SITE SOIL CLASSIFICATION: 16. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S SEDIMENT FENCE (INTERIOR) X X X X N SCALE: 1 500 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 6317. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR DEWATERING (GENERAL) X X X X X `n 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 CD cORNeZC RD US Ill" �► DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN PLANN TEMPORARY SEDIMENT BASIN ?„ •�410.° I,��1■.IRECEIVING WATER BODIES: APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING OTHER: r� D ";ir --:==-..---=�i� -�, TO MANUFACTURER'S SPECIFICATIONS. RUN-OFF CONTROL N CORN>U ��'��1 , / TUALATIN RIVER 18. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE kiihlit �,,. CONSTRUCTION ENTRANCE X X X X X _ y� ��'•�'�� IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. .��ir , ��! �mmi�� OUTLET PROTECTION X ��!, ����r`_ 19. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING WET WEATHER �� O4,444,1-',,��saat1_e ATTENTION EXCAVATORS: OCTOBER 01 - MAY 31. SURFACE ROUGHENING X X I Q'RNES � 20. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT CHECK DAMS jr*�� ell" PORTLAND OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES AND BEFORE FENCE REMOVAL. OTHER: w `� ARE SET FORTH IN OAR 952 001 0010 THROUGH OAR 952 001 009D. YOU MAY OBTAIN COPIES OF THESE RULES21. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE`���++ FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT POLLUTION PREVENTION 3 �TiIALATiN yq Rp gyp ' I-.■ THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. GROUND HEIGHT. AND BEFORE BMP REMOVALPROPER SIGNAGE X X X X X -p ' � . '� �, w- CALL 503-246-6699. 22. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY 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 BEAVERTONthonionliPERMITTEE'S SITE INSPECTOR: BRYAN THISTLE 23. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. INVESTIGATE � lCLEAN WATER SERVICES THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT TEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHINCONCRETE WASH X I, PHONE:COMPAY�AGE 681 THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGONOTHER:wPHONE: 503-681-3659 I 503 681 3647 DIVISION OF TATE LANDS REQUIRED TIMEFRAME. 111011111 R0mgraraigniiir ,�� �,� FAX: 24. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR r E-MAIL: thistlebtleanwaterservices.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. � TDESCRIPTION OF EXPERIENCE: 25. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL IXPOSED AREAS. DO NOT REMOVE TEMPORARY SEDIMENTON P' EJECT maa /� MI�', FIVE YEARS AS EROSION CONTROL INSPECTOR, CERTIFIED EROSION AND SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. HOWEVER, LOBATION NRp ® /� CONTROL LEAD (CESCL) TRAINED. 1/16/08 RECERTIFIED 4/13/10. CONDO FLICTTVE S WITHL LOCALORARY EROSION REQUREMENTS.CONTROL MEASURES AS EXPOSED PROPEERLY DISPOSE OF CONTRUCTIONSBECOME MATERALS A DUWAESDT, NLESS INCLUDNG SORATIONALE STATEMENT �� SEDIMENT RETAINED BY TEMPORARY BMPS. co ���y T 1 GARD� 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 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. SC .1! �� ` ` © 27. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT 7 t ��� 111114;\ 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 �` v 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 J SITE CONDITION MINIMUM FREQUENCY SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE TUALATIN � � Simillea . r,- SHEET INDEX THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF, INCLUDING t �` RUNOFF FROM SNOWMELT, IS OCCURRING. INITIAL 99W N i�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 41111111111111114111Prk `�� TO LEAVING THE SITE. ESC-2 EROSION AND SEDIMENT CONTROL NOTES !� ` 3. INACTIVE PERIODS GREATER THAN FOURTEEN ONCE EVERY TWO (2) WEEKS. .1111 �� (14) CONSECUTIVE CALENDAR DAYS. ESC-3 EROSION AND SEDIMENT CONTROL PUMP STATION PLAN - 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 0 DUE TO INCLEMENT WEATHER. A RELEVANT AND ACCESSIBLE DISCHARGE POINT OR ESC-5 EROSION AND SEDIMENT CONTROL PLAN STA FM I2+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 SSB0+00 TO STA SSBI +66 DISCUSS AND MEASURESMENT NTROL ND ONST ON TS. a- * ALL INSPECTIONSNMUST BEDIMADE INOACCORDANCE WITHADEQC1200-CNTIPERMITI REQUIREMENTS. ESC-7 EROSION AND SEDIMENT CONTROL DETAILS - 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 CE 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= 45.422222'4, ESC-11 EROSION AND SEDIMENT CONTROL DETAILS - 5 LONG= 122.856667'W co d- SHEET NOTICE BVO P�f - - - 0 h 1 DESIGNED �``� °568�� f�9 - _ = - _ _ MurraySmith&Associates,Inc. • EROSION AND SEDIMENT CONTROL 0 H DDAK RAWN err r� _ _ = =_ - Engineers/PlaI111erS C1eanWater Services COVER SHEET ESC- 0_ - IF THIS BAR DOES OREGON - - - Our commitment is clear. xl NOT MEASURE 1. AS m9F ✓629 2000 ��`_ - _ _- - _ __ _ 121 SI Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATIONo - O- THENDRAWING TTOASCALES CHECKED '1'044, v. D'SV� - Portland, Oregon 97204 FAX 503-225-9022 h AND FORCE MAIN PROJECT NO. 6631 7 of 89 6 NO. DATE , BY REVISION a RENEWS 12-31-16 PROJECT NO.: 14- 161 I.204I 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 S E D I M E N T A T I ON CONTROL N0TES I . 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 24ENSURE 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.SDAMS, 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. 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS GRAD I NG, STREET AND UT I L I TY EROS I ON AND 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FE 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 MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE m 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION SED I M E N T CONSTRUCT I ON NOTES PROJECT. TRUCKS ENTERING PAVEMENT FROM UNPAVED AREAS SHALL BE FREE OF MUD AND DEBRIS. SEE CAPACITY HAS BEEN REDUCED BY 50% AND AT COMPLETION OF PROJECT. REQUIREMENT OF 1200-C PERMIT. 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 MIXTURES, UNLESS OTHERWISE AUTHORIZED: 9. CONTRACTOR SHALL PROVIDE DUST CONTROL AS REQUIRED, SEE SPECIFICATIONS AND PERMIT N APPLICATION, AND DISPOSAL. A. DWARF GRASS MIX (MINIMUM 100 LB/ACRE) REQUIREMENTS. I- I . DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) o I I . 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) 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) N 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 ,s, 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 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. N 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. - PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES.N 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. o VEGETATED BUFFERS, AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY cn 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 i 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. a, 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 16. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. THE FENCE N CONSTRUCTION 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. U) CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. THESE BMP'S I 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 `t SEPTEMBER 1ST; THE TYPE AND PERCENTAGES OF SEED IN THE MIX ARE AS IDENTIFIED ON THE18. A TRENCH SHOULD BE EXCAVATED 6 INCHES DEEP ALONG THE LINE OF POSTS. TRENCH SHOULD BE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND BACKFILLED AND THE SOIL COMPACTED ON BOTH SIDES OF THE SEDIMENT FENCE. N 1 MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE REQUIRED TO INSURE THAT ALL PAVED 19. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE 0 17. WATERTIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. - SITE. AN APPROVED EQUIVALENT IS TO DRAIN THE SOIL ON SITE AT A DESIGNATED LOCATION 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 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 w 18. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED, MAINTAINED AS NEEDED. TWO ENDS AT LEAST ONE AND ONE HALF TURNS AND DRIVING THE JOINED STAKES INTO THE GROUND PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP ( I .E. FILTER BAG). TOGETHER. N 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATERTIGHT TRUCKS ..c 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 o PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, II . AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT ROADWAY, OR OTHER PROPERTIES. HEIGHT SHOULD NEVER EXCEED 1 .5 FEET. CD DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORMWATER SYSTEM. IF THE CONCRETE WASH-OUT m AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES B I O-FILTER 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 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. v) 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 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 Y2" PLASTIC NETTING. o INSPECTORS UPON REQUEST. SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. 0Z 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. 0 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 i- 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. REACHING DISCHARGE POINTS. MESH BAGS HAVE NO TEARS. > 0 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK 27. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO Y3 HEIGHT OF BAG. COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORMWATER SYSTEM. 16. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. 0 NOTICE DESIGNED ��� NF% _ _ _ --El Marra Smith&Associates Inc. SHEET 0 0 ,h 1 4 75681 f. _ _ _ y ) EROSION AND SEDIMENT CONTROL 0 ii DAK z2(7� , - _ _ - -ii -- Engineers/Planners Ckanwater Services NOTES ESC- 2 DRAWN ` Our commitment is clear. IF THIS BAR DOES OREGON - xi NOT MEASURE 1" As �9F �� �gzooa JQ2 = _ _ _ _ =e = 121 SJ. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION a NOT TTOo THEN ASCALEWING S CHECKED tiogN v 0.0' Portland, Oregon 97204 FAX 503-225-9022 g AND FORCE MAIN PROJECT NO. 6631 8 of 89 c • NO. DATE BY REVISION RENEWS 12-31-16 PROJECT NO.: 14- 1611.204 1 SCALE: AS SHOWN ' DATE: DECEMBER 2015 ,.,. r • • • I �';� ,. ELEC XFMR • • WORK L`1 M`,ITS OF \, • -- CONTRACTW • POLYGON ,� � :"1-'-"--- , if\ qt tl j � : 1 _ f a • , .:' fI =' icti . i WORK LIMITS �: 2a ty,,.•, .g Cl 1> • t t 01' CONTRACT ,.). \ \ .. 1.., . � ;} 1. { } �.tr� $�< dL r t 1 . ..- yl yi t 1 \ _' it { a c' t 1 it j QPERTY 1 % tity,.. irts2,--,k. 0.,t, t,..tway...x.,:v•%2 ,•••• is:%:•%.,.,-.:.%, ,:k....,,,.....„. . ,...,. , .,„„,, .„ ,„., ,%&,N.w.N...\-kw•s;‘,„,<st:%,. ...k.•e<A, ...... , .., ' -,.*.;2`• 1 ' \rA,77--i . } PR LINE 1 1.ts is,$ .,..Ax.),,s,•%:.„&,,k.‘ . 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J. ,,;r � ,1?, ♦c �n ;;Si g: ..1m� y' _ a ■ �/�' 10 F- r _ \''...6 , a a a \ .� ..{{ tY • y ra :> .ry wii'•�'_ 7• .0 M'-. ''n ?• %, s WK �il< �. ``D \ ..0,-- -. • r> 11 — __ _ --- - - ■ — \— L.J :. 1 : >•.. : _..-.,,.� - ,cam-•- � .�. ' - ;`'\ "`^-.. L tom.. __-----------H 1 sno -__ --... , , ... ........"_____ T, 'aim* ft... 0. P' or 30 F 7 // SETBACK-BAC : �...'_.—,. ` o*mw _.... ... . ______. _ T t ' .,...... ___ _____ t — , IF • cn it I t cv, _ .. - i j SED 1 MENT FENCING (ORANGE), ■ V' — _ - P, SEE NOTE i — LEGEND — O a. I S' SETBACK --' _ _ _ AD a 09 L.. ,.,,. ...�- �- "� — _ ......• EXISTING CONTOURS ( 1 t) _ a co �� s 'A'S <rin i. - •• • K' * EXIST 1 NG CONTOURS (5') , 1 -* ..... rww•" _ .. .. LI- WATTLES DRAINAGE FLOW < ) _ iie VEGETATED CORRIDOR BQUNDARI DIRECTION a i _c:-. ! . NATES: SEDIMENT VENC i NG (ORANGE) n n _ i . SEE SHEET ESC-2 FOR EROSION AND SEDIMENT CONTROL NATES: WATTLES t c ca ;�o CHECK DAM I �'- 4 SECT i ON EINE, 2. CONTRACTOR SHALL SURVEY AND FLAG i 231 W SECTION 06 VEGETATED CORRIDOR PRIOR TO INSTALLING ` ' SEDIMENT FENCING ET OT ENSURE THAT FENCING PROPOSED FORCE MAIN 12"FM I S LOCATED }OTS I DE THE VEGETATED I or ... .Y CORRIDOR. / PLAN OUTLET PROTECT ON SCALE: I - 1 C 3. SEE NO i E 2 I , SHEET 0-2 REGARD I NG WORK INLET PROTECT ION LIMITS QF CONTRACTS: - pot — - - - -- - NOTICE E3 VO ,,in :,:.,- SHEET --- - --- - — DESIGNED U��a P ef�p# - - = _ MurrayUlitl!<lit7i 7O1�1 4L 9Itt � � a � - _ o • EROSION AND SEDIMENT CC NTROL ti — ---til �y 75681 c �~. iiiiOAK CGS ESC — 3 DRAWN -,£ - = — E mcuw P nnexs C1eanWater S lean PU u� STATION — _. - -- ...__._�_ IF THIS BAR DOES our c©muzitmacnt is char. xi uor ME • AS :e.:*:44;47:7v;:11-"N:31:4::).:14: _ ....._._ - 121 5. . Salmon, Suite 900 PHON 507-215-90I0 RIVER TERRA E NORTiI P G -- - -- _- ITN DRAWING ES CHECKED — A + STATIf\ LI2�`2�_- i 5 AMB ADDENDUM N0. I _ r r Tc SeA1 _. Port and, Oregon 9720 FAY 503-215-9022 AND Ft' R�r'EA1N i�Rt)�iECT 9' of 89NQ. I DATE BY REVISION _r PROJECT NO.: 14- 1611.2041 SCALE: AS SHOWN I DATE: DECEMBER 2015 >- z _i 8l w D z \-C :90\ „8 0 L 8 ('NIW)„Z O IO W �' > —I > 4".1: GC: . le S(3' N _ co � � ZDCQCZ GPIx 1'G /4/ e O_ QQ � H' (75 O � o iii -`:P�O� Q a ' P D z �' ' v owOzzo PP p . o . o - �. 0Z � ; �, 1.:t I— o G' VO z ' � 4 • D. A . o' v- d ' h- Q DcnujW WZ N O 12 Q W � U (f) z D.a • • p • .Q v 4 U w •e o . . 'a .• o D . • • ¢ LL RADIUS = 25' MIN. :Dv . v ; ap; ': �` I--- W O o �- I- CLEAN PIT RUN OR 3 — 6 CLEAN ROCK ' Pr PCO O CG L 0 SS 2 SUBGRADE REINFORCEMENT / \\ G * E o CO et GEOTEXTILE, AS REQUIRED P�� ,.Z I cn 8” MIN. DEPTH :. .ap b- Dc i • o *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL p` Q o N e o GRAVEL CONSTRUCTIONHH ENTRANCE CURB RAMP �, Z� o- cn-,I(—iir— Q 0' a 66 , - b PAVEMENT ro o0 u> .c, aa W O \\`�\N' \/\X\N\y NYNye/ V \/ \/ ° • • N /A//I\// � / D. 'dcip p :D 6 . DO I •1 A Q V w \�j� 4 (n O Com) ¢ F- 0 �_ NOTES : W 1 . THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF < o 0 0 Ho 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. I— DC DC ? z 1 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT—OF— WAY. Y cm o o o O 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE 'I D o ' 'n W Q o < DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. co 5 o w z H E a' (T)N 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION ENTRANCE, z W 0 w Q I -- CO 0 < OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVEDICES x o W 0 W LL FILTERING SYSTEM. o — O o < ~ o J 1 5. DIMENSIONS o ~ o . W p 0 1-= - SINGLE FAMILY w o 1±1 W o W D 20' LONG BY 20' WIDE 8" DEEP OF % MINUS CLEAN ROCK. o ° . I W > o 0 C ID COMMERCIAL x WO DJ .or O - O �„ 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, FOR FURTHER INFORMATION (f) `' 1— D D= = W 0 GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN CRITERIA SEE IW— o -V E Q S -§ w Q PREVENT SUB—SOIL PUMPING. CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION _ Z r N 'L- AND SEDIMENT CONTROL + ,Z H.. PLANNING AND DESIGN MANUAL. z CONSTRUCTION ENTRANCE WASH — ( DRIVE — THROUGH ) CleanWater Services CleanWater\ Services 0 Our commitment is clear. Our commitment is clear. Detail Drawing 855 REVISED 12-06 DRAWING NO. 870 REVISED 12-06 it 1 -2- 'sI- SHEET o NOTICE 1 DEBSGNOED �� PROF _ _ _ - =: = MurraySmith&Associates/Inc, EROSION AND SEDIMENT CONTROL 1 DAK - = _ - _ : — CleanWater Services DRAWN �9 - _ _ __ = Engineers/Planners DETAILS - 1 ESC- 7 o I IF THIS BAR DOES m OREGON 2 = _ _ _ _ - Our commitment is clear. NOT MEASURE 1" AS q ,. X F `Hf 2B.2009 At _ _ — _ _ = __ 121 Si. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION 2 THENDRAWING TTOASCALES CHECKED .'4,q� v 0'0. Portland, Oregon 97204 FAX 503-225-9022 g AND FORCE MAIN PROJECT NO. 6631 13 of 89 NO. DATE BY REVISION RENEWS 12-31-16 PROJECT NO.: 14- 1611.204 1 SCALE: AS SHOWN 1 DATE: DECEMBER 2015 MAY BE USED SHORT TERM 1 W/ UTILITY WORK AND W/ ss_r :.= _,_` PHASING OF DEVELOPMENT ' � _ L..�1 t�4J _ate a.1 .n I d ivun Ilillili ��/�� II. .1 s--.. __oSiam, j11sfifi-' �.I.I-a.l• ..1 3. n.lailll" Iin.aism ^III - ---_— 1111[�ni�r11 �A.al p° — II111\stitt I II.I y 1 REBAR FOR BAG REMOVAL FLOW tIjrf , 1 11!INtWI I! 1 'i n It InumIIIMIM m11/1r.m II Mi1Y1tCIS CATCH BASIN GRATE nr►,�1..,•1a■II. Illllllllillll MR ' 30" Irr■-toy ..Iu6I „w ■■.mr `\mu.i,11I, 1111 I :::::::::: 1;1,1. I.L_1��:,;-' _,__' a�'.� �'�...E::111 gn "lin ' . ma ..lifirditie 1 , ,� \II\\•nott. II\iiaaipso itallatil .u1-Aa s itia11- :\111 . xii uLae/ESC a_■■glrti■7k5ff■Css ....carte -n�.1.■••--___ �_! N,..----'— �� S�.1�u;itar�a■aa.—ern ,■.••.tom* ■.il...i.:�Y►\'`��ii:lti goar � o�.nn.►.�.���■��r•aa I I ° S. ..,kti■..+�1.1�i. 1-15A CATCH BAS I e 4 ��� ��• I �� A D — 60" � AREA DRAIN D ��`►�������������4 D ♦'I �� �� e EXPANSION RESTRAINT CATC,H BASIN e �#S��#t a## s #/ ��S��4��404` 4t, D ice' 7i.\111i� °2 , ° J inni i 11111 .', , . ° I111111111�11iW'lIi 4 D ° ,�i A A �� 1410111110111 1i D ,.�� ��, ° e ° FLOWanmla e ° llllr/■IlAilil1111111 D D 4Ss s At,�� O � OMR ° ° D D° IIII,IIIIIIII'r1ltll •,�,�' o Il91t1111111111111114 ° , o : . a 11rlvn■,1n►nm .1111 1• 11111 n Pgpn D 191}Ir� 7:::::,■IIll;lll}I■p�i:�llh 1 t oniinaisa•Ilio iiu:.•i°I� •Q IIl11�i. 1 411111=usi ib \11,11111 ,ice ° D Qt mm �ulrrnm, STORM PIPE °> ,,:a: _- == _ I m►nllm�munun I ��/ -DITCH BOTTOM — onutrarmaut1 FLOW cp rn o !111111/1lin llM11 e • IIIII'lll"'II"IIIIII -� ° ° A° A D �' 11111110111111111111 I o ° a IIIIIIt1111111111116 1 D ° D D D D fp a D O ' llir1,11t1■1111111111.:{::.- ° e D A ° ° D ° A A A A Q i;iiil•411: v :;;1111,Iii\f/I�l�li;in'•11�1�I�l�n.� lU. D A p ° ° n p° ° D hil�u...�..� li imlia.aal.rl�liil ° a �_ 11M1:IOnlgrlr6', 0 ItIIIIIQ1II1 ntil ° D A ° D e D D A p ° A D ° a os A ° D N D °. - - - IIIIIIiii11I�III11111L' — 1111111111/1111111' co I iiilil�ijjimi urt 3 DITCH INLET PLAN VIEW 2'1x2"x�4" RUBBER BLOCKS SEiiiiiniini /l..nin�l/jgl�; POLYPROPYLENE 6" overlap of bags. FILTER SACK (WOVEN) t w NOTES : 1 . ADDITIONAL MEASURES MUST BE I CONSIDERED DEPENDING ON SOIL TYPES. WOVEN POLYPROPYLENE SACK 0 N -1 2. BIO—FILTER BAGS SHOULD BE STAKED QD WHERE APPLICABLE USING (2) 1 "x2"WOODEN STAKES OR APPROVED EQUAL PER BAG. 2 NOTE: RI;a) 3. WHEN USING 30" BIO—BAGS TO FOR FURTHER INFORMATION 1 . RECESSED CURB INLET CATCH BASINS FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE 0 PROTECT A CATCH BASIN YOU MUST ON DESIGN CRITERIA SEE 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. PLANNING AND DESIGN MANUAL. BY MANUFACTURER. cn 0_ INLET PROTECTION INLET PROTECTION z TYPE 4 TYPE 5 Services CleanWater Services CleanWater Services 6 L 1- DRAWING N0. 915 REVISED 12-06 Our commitment is clear. DRAWING NO. 920 REVISED 12-06 Our commitment is clear. 1_ ei EE 1 i - w NOTICE DESIGNED O �� 'PN°f4% - — _ - - Murray Smith&Associates Inca SHEET 0 34 175661g� _ — - — : — EROSION AND SEDIMENT CONTROL tv DAK V- &" - _ __ _ - = Engineers/Planners CleanWater Services DETAILS 2ot ESC- 8 DRAWN IF THIS BAR DOES OREGON - - - - Our commitment is clear. XI NOT MEASURE 1" As �9 ter, 00 Q = _ __ _ _ _ = 121 S.R. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION 0 THEN F HF 29,20 J 0_ NOT DRAWING TO SCALES CHECKED 'YOgN V. (P"3 . Portland, Oregon 97204 FAX 503-225-9022 g AND FORCE MAIN PROJECT NO. 6631 14 of 89 G NO. DATE BY REVISION RENEWS 12-31-16 PROJECT NO.: 1 4- I 611.204 1 SCALE: AS SHOWN I DATE: DECEMBER 2015 I I MATS/BLANKETS SHOULD R -Noy BE INSTALLED VERTICALLY appriii..._0:1‘ DOWNSLOPE. TA ANGLE FILTER FABRIC FENCE TO � SOIL OVER MAT BLANKET` ASSURE SOIL IS TRAPPED 7----- /0.-'1..........._ f, or- e iir_________ , ,dwiiiairraa car 441#11114r/ \( ' dellellirel0Tharc--4111%\ N e / e / / \\\\\ \\\\ ______L i 1---,,),/e INTERLOCKED f / P \ / 2"x 2" POSTS ^� / /� / / \ AND ATTACH PLAN VIEW / / \\\ NTS / / 1 2" //\\\ r. Vzco USE STITCHED LOOPS / 3' MINIMUM I OVER 2"x 2" POSTS NOTES : / _� /�\ FROM TOE SLOPE • 0 1 . BURY BOTTOM OF FILTER FABRIC 6" MIN. 4" / /�, \\\/\\ N lk VERTICALLY BELOW FINISHED GRADE. OVERLAP P / \\ \\ Y 4)4 2'-6" — 2. 2"x 2" FIR, PINE OR STEEL / /cp \\\\ `� ' 4' O" FENCE POSTS. / / \\ ,1"4 I 3, POSTS TO BE INSTALLED ON / / \\\/ t — 12" UPHILL SIDE OF SLOPE. \ - / / \ s ,' �;=�as / `0 \\ 4. COMPACT BOTH SIDES OF FILTER FABRIC _t f / \ 1 1/2^ cv Ir �\ TRENCH. ,)G -- \\' It N 5. PANELS MUST BE PLACED �� — \ \ rn PROFILE CCORDETAIL INNOG TTOOSPACING ON9 -V \\\\ STAPLES 0 NTS ISOMETRIC VIEW \\\\\\\ 3 TYPICAL SLOPE 000 �OOOOOOOO�O�Oieieiei�i�io0ieie3i�iei�iei���y��yy��y�ei�o�e�e�o�ee e��ic : = 000 oe0000000eye0000e00000000000eo0ee0ee0000o�i000o�i 000 �.•, � , ; 1 o..eoe.•.oeoo'ie.❖. •.o•e.❖.e.•.ee000 . oe.•.-.e .•. o•.o• .o SOIL STABILIZATION e.♦ ♦.eo.........e..eeee ee.o..oeeeeeeeoeeeeee e.� ►OD : 0i00000'OOOOOOeie00ie0000i'DOOie0ie0iie 00 \ \ \\ v ►OOi eieieeioieiiei0ieie0ieeioieieieieieieioieieieioieie0ieieieie• ieieieieie0i Oie • n ►•ecce eeeeeeeeeeeeeeee e�eeccee��eeeeeeecceecceecce•�eeeeeeeeeeeeeeeeee�eeeeeeeeeee eee O.•• \\\ \/\ \ \,•' • •i 2'-6" 0. ��O��'�o��i �0�0��'��� 0e0�'i�ii�i'i�i�i�i�0i�!:���:'i%ice i � FILTER FABRIC MATERIAL \\ `B ERM> \\ `\\ .\\ o ' •eooeog•.00d•.oe.•.0000000000000000•.00000-.•oeoe• 00 3 6 WIDE ROLLS NOTES: //27727// \\ 2„ 4'-0" iieieioieieie• ►eseieieieiCD �ii0eie0i0eieie0ieieie eiee \ \ lit� �� �� ``e..�.,..e,�: .�.• WO,ep.- 1 . SLOPE SURFACE SHALL BE FREE OF ROCKS, NOT TO SCALE I 6„ / �j / \ � CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL LID HAVE GOOD SOIL CONTACT. 1 —6 t I I I I 2. APPLY PERMANENT SEEDING BEFORE PLACING i I ULJ FOR FURTHER INFORMATION BLANKETS. 6 MAXIMUM SPACING ON DESIGN CRITERIA SEE 3. LAY BLANKETS LOOSELY AND STAKE OR STAPLE CHAPTER 4 OF CLEAN WATER TO MAINTAIN DIRECT CONTACT WITH THE SOIL. DO FRONT VIEW SERVICES EROSION PREVENTION NOT STRETCH. 0 AND SEDIMENT CONTROL 4. STAKING OR STAPLING LAYOUT PER NTS PLANNING AND DESIGN MANUAL. MANUFACTURER'S SPECIFICATIONS. z SEDIMENT FENCE \ • MATTING SLOPE INSTALLATION • CleanWate� Services CleanWatee\ Services U o DRAWING NO. 875 REVISED 12-06 Our commitment is clear. DRAWING NO. 805 REVISED 01 -09 Our commitment is clear. N- I (0 NOTICE DESS GNOED ���NEf% = — - — _ — Marra Smith&Assoaates Inc. SHEET v °v DAK �`� $� 75681 'w _ _ __ _ _ \ EROSION AND SEDIMENT CONTROL DRAWN t/a�, _ - _ -_ = — - En sneers/Planners CleanWater Services DETAILS - 3 ESC- 9 IF THIS BAR DOES OREGON - - - - - - Our commitment is clear. ,�I NOT MEASURE i• AS 14, '�v 292000 ,'z - _ - = —_=_ - 121 S.R. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION TNOT TO SCALES CHECKED y�AIN v. 0'sV`\ Portland, Oregon 97204 FAX 503-225-9022 • g AND FORCE MAIN PROJECT NO. 6631 15 of 89 NO. DATE BY REVISION RENEWS 12-31-1s PROJECT NO.: 14- 1611.204 1 SCALE: AS SHOWN ' DATE: DECEMBER 2015 I_ / r \---/ 3 lei, ,� ` I ' Iin 4 UNDISTURBED l'Ili VEGETATION 000CF� 0 00Wig° o � - �'� 4'O 000 o6.°o0oo Ihl^rttAilitii•AW.5.-W- l -`���.Ioff" . .� I � , wso g�..• °°Oo9Q9°0o. '°o Ok b dirF...�'� i oo °po 0 00 �.110 oo on n ► 11 „,. iik 7111 s---------------el________ • 0 00 -oba 0 ..oo.. , i —� / I , ��'` III ________s___-----______--- ".1 ------ _____—___________—_ -_ --6, _______------__ o) ,—______ , .:., ....--. ENDS OF BAGS l-- —'� I'i OVERLAP 6"TYPICAL ----------_---- _J '�� �� CULTIVATE SOIL TO CREATE FURROWS PERPENDICULAR TO SLOPE PLAN VIEW N Y NTS Ir )1M 1 �� '.04, ,III,1i l 'Ir o - rlii I► UNDISTURBED NI VEGETATION a BIOFILTER BAG � N _•). .. k ( 1 �a�r�i—+r INTERCEPTOR o I I � {�• ! ! ! I� "'moi"' ;,!� l� SWALE I 0 lin bl a tritrristi'r. lin 'grapy. WWI/ 4/ I G . tine i I., crogi. �EIv_PIli _ ../ 1 r!1 .1 ...re niihrr 'Or" :1"A....4 1��� \.,„s 'SE '�� `.I✓� ir, Nr•RA Ir., ' 1 �m USE DOZER TRACKS TO CREATE GROOVES ro Ld \ ,'1' PERPENDICULAR TO SLOPE 1 �_ . �' CC PROFILE _ ::1!/. , , .- ,i_ � ♦ ss ciiij , — --,,,-- dic, d J% NOTE: °°F 1 . BIO BAGS ONLY REQUIRED WHEN '� 114-7: DISCHARGING SEDIMENT LADEN WATER. FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE 0 2. STAKING OF BAGS REQUIRED CHAPTER 4 OF CLEAN WATER c, WITH EITHER METHOD USING (2) SERVICES EROSION PREVENTION ---\ _ . . AND SEDIMENT CONTROL 1 "x 2" WOOD STAKES OR APPROVED PLANNING AND DESIGN MANUAL. :N EQUAL PER BAG. OUTLET P ROTECTI O N oSURFACE 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 it I i SHEET o NONCE 1 DEBSGNOED 44., 75681 PROF ItiACC±k_ MurraSmith&Assoaates,hlC. EROSION AND SEDIMENT CONTROL CleanWatServicesDRAWN = Engineers/Planners DETAILS - 4 ESC— I 0 IF THIS BAR DOES OREGON — — — — — — Our commitment is clear. (I NOT MEASURE �• As m1Jia _ _ _ _ __ _ — 121 SI Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION THEN DRAWING TTOASCALES CHECKED �'t'OgN V. O`s\)\* Portland, Oregon 97204 FAX 503-225-9022 g AND FORCE MAIN PROJECT NO. 6631 16 of 89 • NO. DATE BY REVISION RENEWS 12-31-16 j PROJECT NO.: 14- 161 1.204 ' SCALE: AS SHOWN ' DATE: DECEMBER 2015 FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION AND SEDIMENT CONTROL `I, PLANNING AND DESIGN MANUAL. I a , �dt SPACING FOR CHECK DAMS suc .,,r,E I / WOOD STAKE DITCH GRADE PLACE WATTLES ALONG SLOPE CONTOURS. / 6 INCH 12 INCH 18 INCH PROFILE I 6% NOT ALLOWED 16 FT 0. 0 . 26 FT 0 .0 . 5% NOT ALLOWED 20 I- I 30 FT � � 4% NOT ALLOWED 26 F I 40 FT 3% 15 FT T 0 FT I_� 3 3 F 5 RICE, COCONUT OR EXCELSIOR . � WATTLES 2% 25 FT 50 I- I 80 FT J O - O N STAGGER Y JOINTS 0 — Ncm o SECTION °° o ° °Lo BARRIER SPACING FOR GENERAL APPLICATION ° STAKING SPACING 4' 0.0. N 0 0 INSTALL PARALLEL ALONG CONTOURS AS FOLLOWS % SLOPE SLOPE MAXIMUM SPACING ON SLOPE 1 FLOW o FLOW FLOW coo ° �— �— 10% OR FLATTER 10 : 1 OR FLATTER 300 FT ❑ ❑ c > 10% OR < 15% > 10 : 1 OR < 7 . 5 : 1 150 FT 1 ❑ TIGHTLY ABUT ADJACENT WATTLES.to > 15% O R < 20% > 7 . 5 : 1 OR < 5 : 1 100 FT Ld ❑ ❑ ° > 20% OR < 30% > 5 : 1 OR < 3 . 5 : 1 50 FT N > 30% OR < 50% > 3 . 5 : 1 OR < 2 : 1 25 I- PLAN VIEW NOTES : 1 . STAKING SPECIFICATIONS: FOR FURTHER INFORMATION so ON DESIGN CRITERIA SEE j a. 1 "X2" WOODEN STAKES CHAPTER 4 OF CLEAN WATER o b. ADDITIONAL STAKES MAY BE INSTALLED ON SERVICES EROSION PREVENTION o DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE (JR 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 1J` 2. SPACING IN ACCORDANCE WITH DETAIL 940. CLEAN WATER SERVICES EROSION PREVENTION AND SEDIMENT CONTROL DESIGN MANUAL. c o_ E, WATTLES SPACING TABLES ".... .. U CleanWateServices CleanWater Services a Our commitment is clear. DRAWING NO. 940 REVISED 12-06 Our commitment is clear. DRAWING NO. 880 REVISED 12-06 N E 1 i SHEET co r NONCE BVO 1 DESIGNED �5� 8 SD PR �% _ _ _ : = MurraySmith&Associates,Inc. EROSION AND SEDIMENT CONTROL DAK _ _ _ ? = CleanWate\ Services _o DRAWN 0 ,- - _ = — Engineers/Planners DETAILS - s ESC I I a = Our commitment is clear. 1THIS BAR DOES d OREGON =X T MEASURE I AS 9F �GyE2g2oo9 \,Q = 121 S.N. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION j OT HEN DRAWING SCALES CHECKED 40 29,2 v O'S‘/\.- Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 17 of 89 6 NO. DATE BY REVISION RENEWS 12-31-16 PROJECT NO.: 14- 161 1.204 1 SCALE: AS SHOWN 1 DATE: DECEMBER 2015 AllefSSIMAIMMAVAII231,150283401aMS4M90.W.lattelieatCr ....... ..,.. ...,... . .. ..... ..., . , , , . ., .. - . . . .... ... ... . . .. . ., .. .. .... . . . . .. . . . ... . .... . .... ., . ... ... . . .,.... , . - . .... . . . .. I I .• . ..„.... , . ....„ „.,........ ..... .. . •-• - ' ... . , .. . . . ..,......... I = • I . : 3 . KEY NOTES: ... : C) CONTROL BLDG 8c VALVE VAULT (BELOW), SEE ARCH, MESH, & A sEcTION LINE, -----N. 1 I --- PERMANENT c 251W SECTION 06 \. 1 I --- EASEMENT STRUCT SH TS . I - C) WET WELL (SFE SHT M-- 1 ) COAT INTERIOR W/ SYSTEM 210 PER SPECIFICATIONS APPROX LIMITS OF TIGHT SHEET SHORING 1 i SYSTEM SHOWN. • . ! . of C) GENERATOR FDN SLAB, SEE DET I , SHT 0- 13 1 • • ... • . ---... . .., ,..,,. ; .. . . . , ® ELEC XFMR 1 „ ..... .. . ,.. I . , . , -2 F.: ..." ..-•i .. . . ... . .. . - ...... -... C) FUT WET WELL & VALVE VAULT , .. . ....,., . / ; 1 I ...; ..,$) ! ,,, ..., ..... . : ..... i • c) C• HAIN LINK FENCE, SEE SHT c-- it .• . • • - . . . . . . . ,- „ ... , , . : ;.. ( _ - . . , • ,. ... .... • , ,._ . ' - .. - , • -. . ,. „ 1 -. . • .- . . .. • • • • . ---- - .... , C) BYPASS ASSY, SEE SHT C- I2 „ ,, , ,- . . • - . .. . „ . - \ 03 DOUBLE SW I NG GATE, SEE SHT C- 11 C) 8-4••• •., ' .......... . : .... - . . ,- .... . • - . . „ . . . ..,. . - • , --.: / ...,./ . i .. .... .... , . •---- . :. .....,•,.-.,,',7* .', - ' .„, . • - . 4 ,‘, c': - ' : ' .---- . . - - • / ,.. • • „... ...a., .----.,-, ...... --.) C) AC PRKG & MAINTENANCE AREA, SEE DET 5, SHT C- 11 0 SITE - <. . .... ',- PERMANENT . , - : -. ... , 1 $ ' , - - : . .... . ' EASEMENT ..... ...... . . . ... \.;:,..t..., , „ .... ... ... . . .-- SUBSURFACE DRAIN OUTFALL, SEE SHT C--- I0 • . ”. ' - . . . ....... , ...- -- -} - /,.. • ,. . ..... . ; . . ... .. .. , ,:„%:-:a.,., ,...: . . -.....,.... ....../ „ , ...... . ... ,., . . . . .. ..........„.. ... ............. .. . . . .._, „ew . - . /.. CI) G• RVL PRKG AREA (FUT FACILITY LOC), SEE DET 5, SHT C- I2 .-- i WORK LIMITS I .- .:: .. . - - -- '' . -- ....... .. .. . .. ..„. ... • . . - . . . , .. ,... ,, . .. ..:. ,. • ----- fe\?:, ---- , . .. . , . . ......-. / 7CCFSe DRIVEWAY, UNDER CONTRACT W,/ POLYGON (REF i--- - 07- CONTRACT : --- ' T.,cf 4) \-- . (I) 0 dis •.• : ......„.......... .. : , . . • ts,, \ • /. f C) ,,- : i_ .....) \ . . t:.:4'.: PACIFIC COMMUNITY DESIGN PROJECT NO. 395-037) W/ POYLGON IC ..-- . ...::. - . . ,.. ... z.,..,..c. , , , ......, ......,:i -...i .. . .............. .. .•. -: , ,, \ -__ I L .1 ••• '•• • . .. • , • .. , ...' . .... , _ ...._ ....... • • ' ' • ” . . . . , . .. . ,... . -. . .. , • . . ....,, ...,, .. .• ... •, .. _ _ .. ' (r, itTMPORARY CONSTRUCTION / © APPROX LIMITS OF AGGREGATE PIER FDN SYSTEM- BOUNDARY, ..3 WORK L I M ITS -e- ..... ... . .. . ....m.:., Kel.catiii.tfaitInt S.`<;‘eM;;L:17. .<,•7.):;,: . ,....t!, . - It . A. . , ' EASEMENT FOR PUMP STATION SEE SPEC SECT 02255 6 _ . . . - 4•• ''''.: •:.,,,,,m...,..,,,.;... • •gs„,....,..,..4,,-.........,--,, .0...':.:t stN,...w) :4.s......,c 11‘141,":. 1ZeiC.'''''Or'llk."' ..". ' •• ...'..- --- \ CONSTRUCTION i OF CONTRACT 0 11 pi z47....1tot•i.:if:;AL,:Id, ti,,,.4.?,,....0 t-k...Attat,34%.,.1/2.1 .. • \ -,. ,. ,• i . . .., . . , ... ,4(...51-4,attilyi,,ret.alv.:...:t2:.%.ezattilk,?h,St::#1. -c-i ' • '.. ' Y ' W/ CWS • or,.-4..sait.14:..,t.m..,,,,,,m.i..;,:,......,,i4er.w.tict:c,... .......,...c.e __L.._ .,, . • ... . i cp APPROX LIMITS OF AGGREGATE SLOPE STABILITY SYSTEM (---, kit tN-a-r '.. '--•' •-...,?; ..,.i.,:,---‘,,;<-4q.‘..t.,.. - 43.,...58%,.,04,--4f4s , it 1 ..,. BOUNDARY, SEE SPEC SECT 02255 ' . `4414-;;I:',,totirm-44t.cine.6-`,.,-,...;,-•?\,:.`,1%-e-aaW. -, 0--- .1. I : . , , • .. . - ..... . . . . • ,,. . . •. 0i..•r.a.. ..,. ..,,,•,tic.4A4:-It.e::I0.:4:,:vci.rtt.:54$it1ta,-i"'a.':at41a5.$-?,-1:-,•!e.-‘,...4:..i..,.p-,.c,,•-,-,.Fi..‘!,.t.?.'„.2i,..,,;...*,‘'..:•4.0•4}L.‘.l..si-.ffy--.r%.e.fs..:i-4.c.ea.-..A--:ct.-..•..L"t.--s4ia.t‘4:0;*:=.-4,4.:l:-•.1„i:.,.1tv11.l4;4,a'?'....1.,.,0.,t44.:,32,.f.4.a::4e1#fr;.s:1..4-.:.4."t::.1,..4t.".:f04sko1,.(*i4.:1s..‘::,n-t:w'1-\sa.,t..,i.11,1tki.v.."..:::4s:11i.7t.t..i',tt:ki70pkc;1,, _0_'q1',);\i.-.'‘. 0,--•\ 4 .t i ' ' . T ... ...........\- . ... ". .. ..„ ..-- .„ . i CC) BAY• BAPANSDSOMANHOLEECWOM/ APPROXN LSTI MANI TDSP I OF UGH ! 1S-IENE 1 PUMP STATION - . _ - / SHOR I NG SYSTEM SHOWN: 074Lk8 \k elii, STAGING AREA N / ACCORDANCE WITH THE SPECIAL PROVISIONS :1 / , t k '., 1 \ . / '':VS*S%47**.' 1 i IN*,, ' N.N_. k \ 00°.* / „ v.„.. -... .eotn.' .41. N N ' iti 7 ‘t. IV*. \ 4 ' ,...., -. '---..., , , . / 07 CONTRACTORS SHALL COORD I NATE TO CONNECT ALL UTILITIES - . I' : .• -`. taa ;t4f, i• kr, B._o 4..., a -;--,,,,,1".;<-4 .,%;:t-., - . ss-.N.,,.‘„,40,.,t;.it. ... } .... "•;- 'if' i , -„.„5,. THAT CROSS THE WORK I_ I M I TS OF THE CONTRACT. SEE NOTE ..r. ..t.._..1 , 0., 1 • , I ci,dt,........nra,s,„,..,„4„,...„..0 .....„,,,,,„.„,„:„.4, ,.,,,,,.s.,•ti. 1,4, . ,,,,..t4sitc,z0,.: s.,"'. \ ..---'•..„.. 21 SHEET G-2 , . • " "t%-; i‘eeCti* '' . • ek"441Mer.VtW.S*"s4e4°':%lls'E'J;g4e(' ''''c 4 . ...--'. P R OP FR T Y LINE / -.... $ . 0 ...." 6 se ' ' 1.‘ ' I\ . , .. --- / i ''-;> / 1 .... ... ' ..* • ...---- N ' ' - \ I t... oe!!‘. --......'.. "".... *arrow / . / NO WORK AND NO STAGING SHALL OCCUR WITHIN THE C) .. .• • 1 1 / 0 . . . -. ..„.. 0 , ., 1.. ••• . .... . ........ .,.. , ..... .....„.-- ..- ...._ ......., / i VEGETATED CORRIDOR. SEE NOTE 2, SHEET ESC-3. ----- .„„-. I,.' i 1 1 ./ . . ....._ .7 • \ / - • • I - ----- ....., . • i . RI -., . . • '' • -• -- -- ----- --- ----- -----. , , „ . _ ... . , . , , _ • . , , CC • • - ' • • %. I ' -. ' ‘ '''' .. ' 0 I I . ' .... ' -----.'-''''. LEGEND . . .... -- floor{••••••••-••••••• / ..... '.. * . ...-:. -.-------- :,..;..1/I f: \ •.,''''''''' --; le-C rii; B..... I BORING MADE BY GR I . • . ,., . . .., . •............•.....,..,,,...,.4s...;;;,..:;*-...0.,777 , . _ .„,,-; ....-- .-.7...--...-.., - . ,i- $ / (DECEMBER 17, 2014) -- . . • i.- .. e, ,.. • . .., „.„. . „ . ...-- , ..... ,. . „.c„._,„„._.c0a,,.,._r.•i,.-.-,,..- :•.: . ,,•. i. ..... .. . .. • -. - ......-. ..%-.................„.„-•-•-.•-„•••.....-.. --. .... .•••.•. •\.„.,,,,...,......__ / PERMANENT > rEASEMENT , , __---- \-- WETLAND BOUNDARY I _• .. --- • VEGETATED CORRIDOR . _:-‘n-L.-.---- ..\i \ ______ .-- _, , it ic-- , (,) (..., . 1 ....±: . PLAN . . . . : •, SCALE: V =20' --- - -- SHEET NOTICE -sh i -- .-. ---, i AMB - --- - - . . ...., i DESIGNED 4:1 '"#°iNatt 4a •'-. -- - eir4) PR°1.14. 1.- - — -- --- -7= ="72 MurraySrsith&Associates/Inc. , 1 it, 4, 79401 4. se 7.--: ===1 ___ SITE PLAN c-- --,-, 1 - tiensi CAD gt, ,. . ___. - _ 0 ------------------------------ ________F_____-- - DRAWN e--\ill.% ,.”. ate„--- ..., :-...: '' ' k.,. ' -• - i EFL_ =2_11 Engineers/Planners CleanWater - Services Our commitment is clear. it I 1 IF THIS BAR DOES AS ‘,.."^-az 4 :4 n t•N ..-- NOT MEASURE .1" 17 :7 -:' '1:11= = -.- 121 S. I. Salmon, Suite 900 PHONE 503-225-9010 e iv" no ..k.c.• --- --::::: ---------. :- — _ --_. _ RIVER TERRACE NORTH PUMP STATION ____. _____ THEN DRAWING IS CHECKED _ __ _ . _ .._ _ .64-4,1 . Get- ' '-•--------- - Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 I 8 of 89 _ ...._____ NOT TO SCALE --- NO. DATE REVISION — RENEWS 1 2—31—1 5 PROJECT NO.: I 4— 16 I 1.204 I SCAI_E: AS SHOWN I DATE DECEMBER 2015 • l-3Y i L.) 1 . i co I , 0,4 BEY NOTE • REFER TO DESIGN B , t m L'I • SANITARY SEWER TRUNK MAIN AKS ENGINEERING & 11:� FORESTRY, LLC FOR o. I SEE SHT C- IO FOR SANITARY SEWER PROFILE I ALIGNMENT. :' CORRECTR ! ALS & I [ 2j CONSTRUCT 6" PVC DRAIN TO WET WELL, SEE SHT M-2 DIMENSIONS _ §-- • • Si•0 ‘, - ..-- ,...........:,...., . .....-- SA ' { 0 30"Ss- - 3 • FORCE MAI N ..,., 1 E-220,0 ,„ :4‘:,...,‘ "�• SEE SHTS C=5 THROUGHC- 10 FOR FORCE MAIN PLAN & PROFILE WOR ' L I M 1 TS OFR ,; 24 SS : 14:74---- CONTRACT W _ 2 STA FM 1 +00, BEGIN FORCE MAIN PROFILE 'FM' AT OUTSIDE FACE / i cn F...:&< O ALL POLYGON 4 r, j a \ I BYPASS ASSY, SEE DET 2 SHT C= 12 WORKLIMIT IE-`220.0 -=- 1 w OF CONTRACT - �. .� __ - t }. `� "` _�� $"SSD a -t --- --� t F �;w --e-0'. ` 0• `' �4• bi., _'b- .. ..tick :a�-,, ^ I \ • • , WATER 1 ; :i ®" -,,-� _.$ :a� ' rr ... • • - . ,, t::% s 1. W/ CWS I I - :, &; k ... • �., ` , e • , ^.`; \ 4110" CONSTRUCT I " D 1 A COP WATERLINE AT 30" DEPTH 1 t } I E +� as Mai • • • f> `a ` '. • "', I > 1E-220>0 },'', 1 .>..3 m,r \.a .baa ..",/,--:?t:.-'1-.�. \ S�:- .s` :5` , f i , : .nay .� t. RPBP HEATED ENCLOSURE, E 1 1 _ , Via•„". ,H, ., . ,,•, I „ . a. ,: .f x I " WATER SERVICE GE i N HE TE ENC OSU E, S E 1 . • 1 1-: . ' ' V.: �' a'c a; > _ ry I ` .w STD DET, SHT C-- 19 a �� �ce� ELEC XFMR 1 j . 1 1 1 r,:.� `. x � . 1 1 g `I, ka w .. . .a • :tan. :°g 1 ---1,-7. /. 4-11 -k]. } I ” I T <` 1 I t y b off• '''.i-. �s : • • , ;,.,, .4 3 WATER SERVICE CE PER CITY OF T I GARD STD DET 520 G 1 1 1 I .y� F-1 ! t \ : a � :a';;$w;• ay, i,gfigoa ',�'�^. �`jl I.. I )� i - - V`' - - g t t 1 dr',w�,OeFa ,3, gR>. a � ��'k„ �, ;,y@.^iY ty' I ! ' n�9 1 1rnLl N., r: 1 -- PROPERTY `L LINE 1 N P ,> I ii•m \ TC�CONSTRUCT DRA I2'x2' AREA DRAIN, SEE DET 6, SHT { - 12, L S + } 1 t { 2 t iL•E. —. fib` a' e$ 1 f , -, - - ti t • 1 1 ,. d gams.. I t t t ' 1 v� °3 ' ' .., aha ,, t 1 • CONSTRUCT 8" PVC DRAIN TO WET WELL ! E-220.0 g•• 1 ,. a cn m3, clop.a i ,a I E-22O,Q rr § ROOF DRAIN PIPING • , Cr. • 1 t 1 1 " ,; ; 11,\t...:.„....‘a,• �� F :a �g • T FURNISH & INSTALL: . .,+Y,' ..,',',.s � .',.'<. a r m a,,ya'Eg v, � ity,<Ip..e. ,j . 11A1: 1 1 1 1 ! �a, f tI ;1 95LF4 HDPEr t- S I.k. ,:(�: . `"„�,c •..' \` s Z k'1+ I �f ` ♦ itl.- �' 1 t } S i(�2 ' n ,t, �a 1. I 1 `t^ �- :. 6 4 HDPE TEE , t ' - �- --_-- . ._.:-s k) 4" CI -t 1 1; . i i t� , 4.• I I ( `` FUT WET WELL & E END--0237.5 1 1 1 "j 1 1 , I �' ifei I1, , , �z ,' p ! il ?.' VALVE VAULT1 t 1 i 1 1 , ; I : a ` << i 1 I 1 1 ROOF DRAIN OUTFALL PIPE STUB OUT, 1 i ! ;t t 1 1 f ;` 1 .. CONTROL :BLDG �> o .m, „e g r a, +-. �� ` ' I CONNECT TO NEW CB, SEE NATE 3 ." c 1 1 ,s < . I I ( 1 1 1 1 1,'' 1 17-11:-, & VALVE VAULT CO,.. L _L_ -��; • 1 ' ‘ \ SI. li\ .. . \ 1, FURNISH & INSTALL• _: t 1 t t 7s c� it. 62 LF 4" D I PIPE �` 1ki s_ __ _-.__r- 1 TRANSc� �, t 1 1 I :,1 % ` ,_ _ �_ __._,_.r . � ti ' �g I I -¢II HDPE/DI i CPLG 1• E : t' t t a!: ' ..,, . ,� I —4 D I 45 BEND M.1 1 t __ _ 1 .:,:�,�t..J�., `'� a'r e, �e •'r`,{.:''Cl Y . .>..J.`,�t,� C a�- �.� }a r Jck. ': _ , .,p<. £' -... :j A • .r� � i,., :..3 t3tYL.'. �3-i ,l j ,.. a3. l f ,, ,,.1 .1 {{ .' l? _. e._ , ' Y.,,-"w...,.: A :6^ic�?s�' . V ._.yi'� ,a' -1. .,r..♦. "Cp i-,rz,i(� e , :- JCV f ..rgy" 6-,' �; i S:J( , . ,- '�n_ :`ci A ' ii. t 3- 5 1 t �.Y . -. — . fit- '4/7"--4,:-.(4.'', .., :,_j s C -ft E i? t , a .1.� 3�,� '• ',.,t `f^'^"" t . ,. �: t 1 �-._ �. ., >•o �: �•::, n . cy ��� c Yi . ' �.!' E E START=2 l.a r _ t t' 1 1 "�T�@.4 La'PM ti �9 +! „?:.� , A�'t �_'risAlF`r mss.. �.}'GS ` LI .......�.e. ` � ' r, • i �, 1 i ,r� 1 t _ = '�* _-- ••.. . .. ..�......:.-„3:.,�..•c.. 1w�-� ` __ _ _i_ IE ENa=236.83 t . .a. t ,t t _ -- - — _ ' .. _ 1 1 : — #o 1 ” i 1 1 . -_ �_ •+ — — - • t SUBSURFACE •DRA I N ..- k 1 • I -- - •__ �_` .� ` SEE SHT C- 10 FOR SUBSURFACE DRAIN PROFILE & DETS n 1 1 1.-• - t 1 ,. - v _ -- --==- I .,. . CONSTRUCT OUTFALL PROTECTION, SEE DET 4, SHT C- 12 i1 -- _ - _ _ : t� 230 - - , ( _ _ - _ l Y y _ �-' "' ,, tit NQ ES ' ' _ — _ _ __ I . SEE NOTE 17, SHEET C- 1 . -y 2250.--.----_______________ . , , � _ ___ _ 2. F ! RST CONTRACTOR TO INSTALL PIPING TO WORK _ �- LIMOF Ia TS, ON 12' FM, 4flDTR 30'`SS INSTFLL PIPING TQDWQRK SECOND SHALL R TO _S: ` . ',. ssY.r:�.� .� wa.�^..•.w.i:'ir•o�e.�•.SR s: , . . , . % . , . . . , ,. ,. ... . . . _ , a.: . ......... ... ,.... _.... I SURVEY CONTROL PO 1 NTS _ , .. . ....,,_........ .. ,. , - ..„, ..., . . , ._ ..„ . .., .. . . PT - •. ---.... . ••• • DESCRIPTION NORTHING EAST I NG ELEVATION ---,. i 1 NO. ... , , __..„...... ...... . ...... ' . ..., ..,.. „ . , . , „ . .....,.•.. . , • ...•; .. ,... ...,.... ‘k I CTR OF WET WELL N648931 .76 E75979 I 2.02 239. 17 - ....-.. - „ . ,....., „ ••• ..„.. . . ......, ... ...... ...,... ..................... 0 1... . , .... • • 2 CTR OF BYPASS MH N648951 .76 E7597912.54 239.30 ,,..--,... , • . -41k t...-: , , ..... , .. . , , ., .... 3 NE BLDG CP N6489I3.36 E7597924.45 239. 1 7 , .. ' • •;-,s3 WORK L I M ITS OF 4 SW BLDG CP N648896.40 E7597893.20 239. 17 CONTRACT W/ , „... , , • --• , , , .,.,••„‘„? cm• , , si . , . 5 AREA DRAIN N648919.00 E7597934.72 238.75 B / , 6 239. I 0 POLYGON • • VP co . ----K- 1 . ,01., , 14 b - ' • , %,, „, 7 NE GEN PAD CP N6489 I 4.62 E7597943.63 SW GEN PAD CP N648895.07 E7597933.01 239, 10 I .., ,..) • 10 '.. , ___............ •:-.. . , . , \ \ N \ •-• A ... [ 8 NE HPU CP N648909.22 E7597929.24 238.96 • • WOR < LIMITS iv i \ . \ \ IS • 4 St 20 13 11. .. _ y 1 b..., ,,.,..,..w:'*:lyt:§4k.q.n. 401'747.1;:•.:% .. -------------.'-------- ' . . ' . ' ' . .... ._, 7. , - - ' ' ...• / ....... \ ... 0 OF CONTRACT 1 1 - - ‘ , i •- r.. voNcytto,..,;A:swiroot.,:‘: c. $* •• •• Ra.,:,... ,...,,,p.,....‘w:44*• ..2.- - -240 ,_. ____________i ____-_-____...-_--...........---.-±t -__-. ..,-•.... 1 9 , SW HPU 1/4_,P N648905.36 E7597925. I 3 239.08 •fl. , s'bre.S"e„s'alow,{:its*,,,,r,: , 1 . 1 . , . z _ de -0, e e . 03 ....:A ....t.:,.....~..0s$ .4:KeNaw:. .-. . .„ , ; ; / i i i - t it .1*;?14..FRAgst .t.T:P2.staliCaolginikagral --, E. d., ''' loan!' pit) ',.‘;Ta.:?dein 4.A.M.t..4...4 4.,_ , -- . ..,_ , 1 W/ C W S I 1 1 1 c 7 Ri,:go.,,:e..: ,?, !..:....,a, . ...ff'NzWente.lat ,Pmmer ''•'''' ' A41.WaA.::**4:a..i ' 1,,ti-- P, ' 11 , ..ane it* ---: -- i ',,. .„ .. . _ .,....t,_,.._ _. . . , 1 1 ____jr. 4. 29 ik '•,:9>•,•••'• .• 4`k S'N.* $.ik‘"( '40..:Ve§kIN tehl.*••• •• ittil::". s,-,•-•:*., 4A.'Mt401/7/eken;M:€4.e",., .-/ke, A ,,...- , ,_,;,rnicz.A,C.1,‘"?_We A 4 . , : k . . . , .. , „,, .. -... _ A ' -.., , 1 1 0 NE XFMR CP N648957.94 E7597886.75 238.50 , 4 \ . . iy• •• „it. ,st'.-,s,...a •• '‘s(-:-.\'..• de. • °In *. • • '^4 ' • " . \'''S' ' ' 0 pa El ,..„--3,-- . ab' n‘'+‘ tk...:4C •Orsec ',!:.,,-ii19.;.;:: ::.M11.. , gig , a dc:*• S.•:. . -?•.* r- SW XFMR CP N648950.22 E7597878.48 238.50 ' 1 r i •• ok, * L,s.,:‘,*.,.: „,,..,.=„„ 14. . .„ .WALo „4.,,,Kbris ••:..3.??,‘lialeitt,<sillikii.'.*.4);•;‘111,44,1,41•Iiii., • ,.. : :.) 0 . 1 ' I 1 I , :tiriA .0 '. " . . \ ‘• , 1 , n i 1 1 1 ..-''. '\ t.-":tt':-.1. kt>..,•' -::*:ti'''.."..ic:. .:<..AtA.e?."Vi.41:t3fet4,4:: :43Atai...'>'',..,: d . , r, As• •- ' =••• .4 :-s*Is:"*.: •-, '• ,PV'en}"e4ek‘qt... 0 tr• ‘ '‘.k.% • . ,,ba t' . Stea-'.>- '.Z .s.1£ r ,.,..4. ....., ...........,„ .. ....... ..,, .:„...s. v.„0„....,,*st,,,,,,,,, ......„.„ ..„*„.„.,,,,,,,‘,..„. , , , ACP CP N648954.96 E7597936.92 240.34 ,- 1 1 1 1 ,' r sir-, ••••:•=oic%i',I\.,.•;.:I'S.••.4.'4.0•*I''1/4I r-'ttj,14414k ‘'`.‘• t'''" '.i.V%-; ' •".t.,..• :I¢a,n4IC•eIt..s..,.:••^1‘x Ottff.-'. , ‘, %r- --' ELEC XFMR ----- i 1 - 1 - " c ' .1..^•:'- '''`N 4..-. .,: 7*".,...°•• •: ° -- •,,,Ancier..;.,%.,;:‘atts--.V.<;> • •A • c,...•AN.;-•tyrte:- ...At •? '4,- , •kW.,. .4.;;;;':„ktitas\k-szc.:A•:1 •.mt""ea .nw',W.I.act:-.....rti. ....,: ,. s.„ • '‘. • . :. ....**...* f.- ' .r I . PROPERTY LINE , , • i 3 ACP CP N648962.82 E7597937. 18 240.50 , 1 1„--- • ,„ :kV."). 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I ‘ .....,. 1 \% i t' ' 1 ,,,, „ , ,, ., , ‘‘, , - : 14 ACP CP N6489f31 .98 E7597961 . 17 240.50 , APPROX LIMITS OF TIGHT --<:::" 1 - 1 ' ts a -.• 1 POV:".0414.‘c•'"St N.,.:<•.4:0-.A.e.44%,.<0•1 ••••,..a.. ..ga5•404.4,::'?:,41a4,:tAts::*.•>. c:.,4.,?. ,, , . . , , PROPERTY ., _ ...., SHEET SHORING SYSTEM 1.-----.1 i 1 . ' 1 i' Lt\tiWaV s,'',",`4,:e411" B- 1 ' ,,V,4'•*;.0•44:N4W„7„..ANLII.SVIVV0ARtsg4 • •••:4W.::.`4 eq ,. ,----... , 1 , - 1, 04.4tie,,,:gmr;v04 vaaght !.91 -4 ..<<"‘ gy:%,:i4prefoced0=1:14zic k .„.•;.*.tAxi '. .4\-,k •• , • L.• c) 1. '•• 1 „ . \ . I 5 ACP CP N648894. 19 E7597958.88 239.00 .c . - - (....: BY CONTRACTOR ' r--- • ' 4 r•*• •• ••.'tEP•74s rli).,. .,,___ 411111,t4W%;4 etc),4S.SWatihnaga4k..:;•!:$<&4IVX?ikeD ----.A., - • k '\e,‘:e:Iitiweinitial&V.N.N.Mertit,. ..%•*,.".,,,...::, ..:- \ 2 1 I I \ . , 16 ACP CP N648894.73 E7597942.96 239.00 }•-• i 1 -----4. k C jk-1- ":"... ' vtkpc'Nf..,:)41'.',.::, : 4,..,,,•,v-Aextraimigir:tv,,w,e1AlkwAs:,.......14. . . WET 6.4.4„i t:F4W1***.c.),-mika:SciPikraki; 4:43N4144;:$5 ..•• (c. 1 1 r \ it es,.,,,,CaIxV>,* •->te.N.%k. NY‘• •''S ..It •••I•41151•ICtr•I'AVIS,. '.1k,g•F•.IFt'•":4,.. ,><Ne.aiN - WELL , i , 17 ACP CP N648914.96 E7597933.68 238.80 , , A i 1 '- , . i • k , . •.,, 18 ACP CP N648895 37 E7597923 85 239. 10 ' , : . • .., ?..,.*:,,,,/2.,...4..• . .$4, :.*::k:...`.''..:.''''6"..:...e.i'.3‘."-k::'?""cc::s..""/.‘„,.."../..k:01' c ke:.k N.K.t G...,; . .4.,14,„%%N..,..,.•:.e. .44.4.„,evs.... se .. 1 il . • -k.114>SV '.3 .a.,k..•!SekiL44...‘‘,: •••':<K445 `<t<ki„::‘,1*.:M "NT:tVkeee.1%,WWS. ' .`214%";:N.%:Vitifi.1/42iikttn"..a:-1 • „. • jcs ,. 0: I 1 ' , il", ‘ \ ', • `. '3.6 0)4... „X S' p ‘-• .44.1",.'A. ,r,,,, ,-..„. ..• . .,z• ...... •::v::>,.,. ::: ..,*.:„z,7a.....ar. ?.:s:.0. .NA.•.et:"A . V, ...;.ttik,4Q.,,V.; , ---......, -, APPROX I_ I M 1 TS OF "----1.. ...A / ,.. 44..<4. ....?,, : ,1/2.„.. :-.,-.••„;•• ......, -- * --.% ,N...,...:N ...c.6. ,‘. .„*.. ......k.a. .:,....',•,...‘: • , - • -_,,,%,„.4,,.=:„...„„....,,,,,,„,„:„:„„cl . , , , , A • . IN ;1‘ '' • ' '4' ` ' • %."-‘.a. '.',„... 4...:*-. '. .. ., ;..4, hi.. P.......ok..•<.•••••A Akt,.:-... ..., •,,a-s:^.,.. :,..taKts.;,.. <...•-it.>c."."9, . \ )''ii i i „„„, , risk.s.,,,•,...40,,iisma.:,••ovec,„?.,•.a.,‘,.• •...,,,,:.‘,..• th.,4:,,:„..,:,..z.,:.:•:•,„•;„.4 ,,,, *.mit.,,:4:W0k v,.,:...., 4t; rTh.A. 19 ACP CP N648914.39 E7597893.80 239. 10 (NJ t: .1 i A vi,itia-.- •• • • •• \Art. - ,;•.,',;‘;:a. ‘,,,,,--,•-*;±\--' - • a'.--,4,,,thwAit.44„-asc<•• 'Pe.'• • ,es‘r.•:;•1/45'.. NIN•• 7-'1 \r„) , ,, SYSTEM BY CONTRACTOR, ' ‘ t 1 / . . - }.- . ‘.. /1 ..%::."... ,,, .,Ker.i.v.rds.."2,1*...., .:::‘,...„,...‘. ..N.-4.40./1„,,wg.':if.en't x''.,:$4,Jik'n':.er. .`,..06. ',...,. •40;,‘,4:-. ."-.... -:.-3/4".”.413 --:,,i op-J ; .,4„, „, , 20 ACP CP N648956.36 E7597895.22 239.50 Y. SEE SPEC SECT I ON 02255 k A ; /1 II I. 1 I 1,,, ,„,:a.: -•---ea:`:,,,:'''.!Si:X.".„Is,',7,tr‘',.„,--, '..,.',.„.".t,„,...s.,!„.;',..,..„.2l,,,.,0""V. :7`.>21,S,. ..,e ' t.:'-'-'a: '''' *-,,,..44*.:'•-kk,,,"\-• '''..N.,R.:4•$. •-•C . c‘'- ' • dp..4s!..., al ... "`""`" " ....„„.....,„,........,„.„..,1. <.,ram A...„1/4„,,,,,,,4...,.....,,,p:, ''‘6'it.. , 1 ,•• • , :44 0.••Z..3a'Th\* . 44X). . 21 FENCE CP N648956.36 E7597933.95 240.28 • -IC \\ . A I Lt / • •-•':. - Mirl es ks-= ' , ;,Te •A.. . cs. 1 r 1 t `s' \ i t I ' I at/ •-,re-4 • • • -b' lel WM 's>',3 ‘ • i k • 1 19 3 -.,,,,\,-. ...„.,,,..,..4,,,,ei.„.< tr. 4,/t.-- (R- I , • c•N4 ''I 1 ‘ 1 1 i k I * - g / • e . a t'.,=-- . . , ,...,• : 1 22 I FENCE CP N648949.42 E7597933.72 I 240.26 ,..:-. : , 1 ‘,, ' 1 . WV' / ‘• • •:334, k.wsr.:.4,00:4..,5,40: .e. ..-( t. .- , I cat,i i ‘ 1 A 1 1 • / • ' WIN ''cc 4,1•:04,,Tri• , ‘ III FENCE CP N648948.39 E7597963.70 240.26 A ‘ - 1 ,c,. ',' CONTROL BLDG i••> ,-4 .Nwaki Er , 1 A i , ,t ...- . , .mamb.•-:-.....,4 ...e. ,,,• , (-- .. • • ., .. t 1 1, hrgt:, \-, A 1 ,, 24 1 , , , ttf..,..,t.tra: Ltj- ,... s.5...*::ti.- iiii...,,,,_:•„,...i.%.40, it , 15 , , % 2_6 e•-•(:91,1'.1\1 'ka---4:11 1-4-a-' SETBACK C-K FENCE CP N648955,36 E7597963.94 240.28 • A ‘ A c I ,.„.S.A. 11 ,, ct.)..-- 1 , ‘ , re- , I 1 . 18 ..44,,WkNea e• .. t,.4..T.0„?rs• •4-• •-tdac • A , , , sk , ,-ts•p„, , , II , A , % -, ',-.1 4 s'imftkiI,44: •:.,.• . I g ..... ''.e..44::..,t* i f.., , • NI) B.....2 ._. r...Aestat-- • sr,.•". • :,'„ " '*:••#•#* : r's' . , 47 25 FENCE CP N648954.65 E7597984.90 239.00 1,-• -- ,,. -.4 -,-.".• :i.,.:. r cx.,. Av . .1/4 .4-: . ,, -cc:- \ • .., , C-4 1 ', ••••,.......-....-............ 1 ..............-.--,..,-..-- ...--- ^ ` ' ''" , .,„ .... .„ - * - . 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T ‘'.,,I1-kr\ '.I . - ici./.4.,).i.1.-9,6C41/4 0e/Mr14 'O' r Vil'a- 40 ' s , -. 26 FENCE CP N648893.79 E7597989.07 239.00 ; A , 1 1, , .„,:k ) -1.2e,,,,r,.„ . 4.7,64,-„,, • , ;„ ,ye&4-ki,..v...20•- ,-cp‘p,...,.2(i.,„ -- .,-,?/,f3,-->„.‘„,‘.:. ,, X i‘.A‘ife...,, ".„:„... 4,..tti(PS.' \C,C,„,...)Ut ,:.:,4.1..f.a...- 1,.a 4 , 1 I I- '‘ -tie re- \!>.IL '% -As's* I'--le.-1... .4.::-.9 t ,-;i2;;,,,-r N,,,t..hr.' .,,..z.C-14-. • ..,--/...).,./RZ'A„. ilcsor''‘ ez 'al ,a7iK.N%-4% -K. - ** 0• " I - to ‘ ‘ . 1 k .i.seisisose' 0 -1 'la ''''..* s' a' -•-0 '-itat -- 4 • - k' ‘.\''j?..-(;" ' '1' ', '';1 '''.gira 'nit. 4 I. .•••••„*....•••"'"'",. \ 1 I , • 1 1 cri ..----..--41. ‘e ..--...ana.....r....t.r.2."12...."` I, . 27 • FENCE CP N648890,90 E759794L83.83 ' 239.00 1 ' 1 [28 . / . - r___ ___ __:.:... 1 k ut , - I , . , - . ... . . . ., .., .,. .. ,. . - • • - ' .. .0mosvess "ftibas --- - t ‘ ‘ - / _ - \ , A -1 ,• • - , . .0, .ftaiikair ..ww., 28 I , - 1 1 FENCE CP 0..!t#••... -- N648892.32 E7597888.35 239.00 -1 l• • , , ‘ _...._ _ . . , 1 •A ----I I- 1 , , i- --- ,/ 1 .1. , L,. / I I k . 29 FENCE CP N648957.83 E7597890.08 239. 19 .0° 1 1 ' 1 . i . , , . I ...-. a_ 1 A • .1 • • , ' • .,...0. ._. .. _ 0 1 . I,• . • - , . , , • , .. , , ...•• . .... . , ! A , _.... __. __ • ..... LEGEND - , -__ .... ._ . _..._ .... ...... ......, -- ,.. r .. _ \ • --,--___•-i-, , .. . _._ ., , ....- , . ..... cc.i t- , ______ /1 , 230 . : ....-a--- ._ -. - - .. -----..... "1/4 .„ • ‘, ' ' • - L- .. . . . . .... , \ --........._, ''.... - - - - - - - - ----‘ (a) B- 1 BORING MADE BY GR I (DECEMBER 17, 2014) - - _ ---.."- -, ..,,, .--..--...............-, ,,, dr , -_ 1 --- _ • -- • -' ,_ -_.:ig•-,- -I _, - • .--- - - ----------------------- - - ------------------- ----. • ••• --- .._ -, , , _. , _ .. . -_____ „ ___.-- %...% ---. , _ - --,_---- ------- --...., er •- ,' ' .... ,+•,',9 • s• / r r-- ,..-__ ___ ____ _____ ____ ___ _ -, -- / ' ' NOTES: ...a... _4 - N... i „._. I .. . . .„ .. -----.....__ ..., ........ _ __ ... , , , , , , . E,-, 225 . --,-•""- '• .. ---_I::••:: „ -.' ---- ----.. • ••••• .,' ‘, '' 1.-------"-'--. APPROX L I M I TS--0-F .... -.. „ S . _ .... , 1 A_GGREGATE P I ER SLOPE -- . i ' `,, ' S i AB I L1TY SYSTEM BY 1 . BORE HOLE B- 1 IS IDENTIFIED AS A STANDP I PE AND MUST BE DECOMMISSIONED BY LICENSED WELL c., • - CONTRACTOR, SEE SPEC ----4. ,....) , -, . , _ _- -„t- - 1--- , u..i --- ....• „....-- ,•• u.„ ' -' -, i ' DRILLER IN ACCORDANCE WITH OREGON WATER , -3 .... , --- ...•-•••-• RESOURCES DEPARTMENT RULES AND REGULATIONS AND DEPARTMENT iforts,:nnorreigs••awn SIM*•MIS*1 **MN***ISM*••••••••SIMS•WgIIMIt••41,11110,....... ^ . %,.. ..%. , ,, ,,, , , ' SECTION 02255 .„, , ___ . THE SPECIAL PROVISIONS - <> , . • „ \ , ..... --- -- \- VEGETATED tf) awes* -, , C . n • • • ' ' • / , -, „, •, .. - ' CORRIDOR „.. .. 2. FOR CONTRACT W/ WS. AT WORK LIMITS OF CONTRACT, MATCH FINISH GRADE PREPARED BY .c. „ • ., , t „ , / .• / - .... , •--, . -- „, , ,,, t Y4 SECTION LINE, -,, • ,• / ;is.Jr... ,, „ ,.. . ...... .. i ,, ,: ..,„ .., ,..: :: ,, ---,.. BOUNDARY CONTRACTOR UNDER CONTRACT W/ POLYGON. „ ,., z 25 I W SECTION 06 '-----,, 1-6 ---: - .--/ - ---- __ ,/ _ _ ,, it- , „ , -,., %:: „ , , „, , „ •,, „ , , ' 3. SEE NOTE 21 , SHEET G-2 REGARDING WORK LIMITS S , . , ' ,,., • ot 0 - OF CONTRACTS. , , --es/ (7; , F.-- N .. cr, is" > _ Ea PLAN -- sCA1 F: I ”--= I 01 .._ (..., _, .., SHEET ___ -.:±- ; ; ---------- - NOTICE _______. _ __.. ._.. . _._ . . * AM B IV PROT,/ DESIGNED 4 4> 4'0 -0114.4* a, _ __ __ __ _ _ _ ___ ____ ) • - - ---: -- --- --- --- MurraySinit &Associates Inc . , .- a h 1 4 79401 4' -9 Ctr GRAI,ING PLAN C- 3 IF THIS BAR DOES acN.,401)1/2,, tt s i I -.2, •;•:, . ..-: ---_-.--__. 7.,_-_-. A ---:-_, - - -- ----- i Engin4eers/Planners CleanWater ' : Services ... _ ____ _ _ Our commitment is clear. f'. I ORE IN „ .... .„ _ _ 1 -----t- ---------....---- ::= : n :_::: 121 SI Salmon, Suite 900 PHONE 503-2251010 RIVER TERRACE NORTH PUMP STATION x I CHECKED -fr,/, „ktt 0 i --L- ------- ______ ______.... ---- -NR4°Elki mEARAs\uviRNEG 11; A S 11‘‘e. 44se'1 l'fb -1 -- -- --- AND FORCE MAIN PROJECT NO. 6631 20 of 89 NOT TO SCALE •••• BA'au ' --- - Portland, Oregon 97204 FAX 503-225-9022 PROJECT NO.: 14- 1611.204 SCALE: AS SHOWN DATE: DECEMBER 2015 „ t--- ----------- RENEWS 12-31-15 • NO. I DATE i BY REVISION . , c...5 i AUMMONMORIMMIMMamw a> `. CR, OPEN-GRADED AGGREGATE, SEE 1 .,..__:._:_ ._._.__, �._ .__�__:. _. - __._.__. ._.._- _ ----- 250 DETAILS SHT C- 12 I €,, I . 18 1 NCHES OF SELECT FILL WITH SOIL AMENDMENT, o I I z CONTROL BLDG EMERGENCY CR, OPEN—GRADED z t8" TOPSOIL SEE SPECIFICATION SECTIONS 02480 AND 02485. 245 + �_ _..._ ._ 1 V - - -- - AGGREGATE, SEE --� -- - - j. PREPAR D PER 245 + ! 8 TOPSOIL GENERATOR / E 2. SEE DETAIL 5, SHEET C- i' I FOR TYP 1 CAL ASPHALT PREPARED PER ...,,_i_. _ _ AC �. - OETA i LS SHT .C- i2 1 SECTION 02485 ._._._... ..., - _ .. CONCRETE SECTION. SECTION 02485 ,li i ' F . i . i 3 1 #� tN GR 3. . SEE DETAIL 5, SHEET C- 12 FOR GRAVEL PARKING 240 r - - {._ _.__. _. t- , __-- - { - - -- - - 210 i •--.2 AREA DETAIL. i { ::'7 AYdveA.NIX —r?m�..,' '-- `SGt F ' ..M ? 'u .�. •k,t"u F .w r'.3it . H+ a2«%}e n l a,.. �i r t KTZ1K+'�'ww i 41,4 ' ai 4.5e-.. -rate:07,011..p,�"�w r�'4`B.r�. ' .:;-.:<t/•• I � � , ` : " �K : `�,`�:�» � .6.��.� Q A - 4. STONE EMBANKMENT F1 LL, SEE SPEC ! FICA TION' \ : •4 \.3 SECTION 02200. MAX ( MUM SIZE OF STONE EMBANKMENT 235 1 -0° _ .... - - - -_��. -. 235 SHALL BE 3 INCHES. -- __- _ __ �'r I i ri.. VALVE VAULT 5. SEE NOTE 2, SHEET' C-3. STONE EMBANKMENT FILL ' �`_ *'! ' SEE NOTE 4 6. SEE NOTE 21 , SHEET G-2 REGARDING WORK LIMITS s I ,.{ € I ' , a z`:; / I j OF CONTRACTS. .L�,n :–'-'""'w 1,.,t e ••2 _' ��_�._. 1. 1 .�_ _ ._._ -'-"i!.._._...---- - ._._.__ ...._._._j]j]ff _. f'"=:.....-__ -. _ ._ -_ -_..... 230 3 � w 4 . 1 ( I �. . III " 7. 'SANITARY SEWER PIPES NOT SHOW FOR CLARITY, SEE r PROFILE ON SHEET C- IO. T 225 - _ _ ..___._ __ _� ---....,--4-4%.-0 .•� }} . . s C,a.w. eR <-: i�., _ "AL._ah - in — — -- -- — — _ 225 ^ a Y ;y�y�tra .: t'L♦hi'w; .s: ^ 1{ Y5. A s rit A - 4a- . ' "4`.R� w4.Y iltkies \ 'xL�l ��,y�t!'a ''a +�1. I IX. ..� � G a 4 EXIST GR t F 0 " MIN 6" OF 3/4"-0" CR OVER 18" OF U "-0 CR 220 _ -._..._ _.,.:.._- __.�� _._ _..._... .... _ _ _ _ 220 " ' 0----- a AGGREGA'i E P 3 ER i DN SYSTEM -, 00, BY CONTRACTOR, SEE SPEC / / ,r, 1. g SECTION 02255 1 `= 215 '':._1.__ . 1___...__.__ 1.: I 215 ca 0+ 10 0+20 0+30 0+40 0+ •0 0+60 0+70 0+80 0+90 1 +00 I + 10 I +20 1+30 1 +40 1 +50 I +60 SECTION t' AN\ SCALE: I °= 10' HOR 12, l "=5' VERT 1C-3 Cr_ WORK L I M I TS OF IWORK L I IM I TS C= CR, QPEN-GRADED CONTRACT W/ CWS CONTRACT w/ POLYGON ( - -- 245AGGREGATE, SEE 3 - __-Tx -- 7- 1 - .1 --- /W 1 : Ft_ CONC S 245 - . 4 L', DETAILS SHT C- 12 1 V ` 1 AC I 1 1 I v I CONTROL BLDG ; FIN GR i w x j I L 1 18" TOPSOIL '— ! z 1 1 ' 240 ,-- _ 1 1 — — — - 1 .A,rr,,t : --. 240 3 , PREPARED PER I i, ,_ 1C - __�._ I I I SECTION 02485 ; ' ti� ��. i - .� . ,. W im 7.1N),r,"7,::11.4:kfilact:::11:7;I , ♦ems• I f�Sti.``v<.wt `- .�'Su. s:'�� d x• r�' I i ill 2 5 - -.. __ ._- _ — — _ �..� _....._ _ �._._ —... _ .. .�� --I E 235 °° ` ' 1 • VALVE VAULT I APPROX INTERIM • € I I I I GRADING PLAN, BY IX 1 I I ei• 1 3 I 1 ; OTHERS, AT START 2 30 1' i I i ? 1-- - +- ,- - — -� r - - 230 t I ���61` M 1 N 6" OF 4'at`-0" CR --� _ _ _ _ ... 1 I OF WORK STONE EMBANKMENT EXCAVATE BENCHES M ! N -- I o°�T` 1 OVER 18" OF I " 0" CR �,• 1 1 FILL SEE NOTE 4 y2 - s t t . cl 8--FT WIDTH ! NTQ FIRM . \ , 1 3 s� ,i.. �,,: ,. 1st, ' ~ `gr`u: _ € 1 UND I STtlRBED 5Q i L PRIOR ( <° °cvF¢+ � x 11 i _ _ EXIST GR Y ., ii i i 1 • 0 TO PLACEMENT OF 225 N. __._..__ w , , , - -- - - 4... _ i -- - .._.- �_ _.__._-._.� 225 EMBANKMENT FILL N` /;�Alit . . �; 4 �-`�. . i ( 1 1PROVIDE 8-FT WIDE .. a i°c „AA,,- I t i Q 1 # BENCHES ON EXIST GR �� a lAW - t • '- I • I 1 I WET WELL '1 Iz 1 I PRIOR TO PLACING ''tri �, °, s� •< I• I I i EMBANKMENT STONE FILL 220 - de•. ; `• .. _am_ _ . - - J . / ; �' i -i LI co �� -.. i- PER GEOTECHNICAL 220 I ` ant 1 . •/1 � I 1 1 REPORT Q 1 I r_ as ��I ft \ \..• 1 I- AGGREGATE P t ER i i 1 ` 8" SSD I .'- 1 - .AGGREGATE P 1 ER Ni 3 FON SYSTEM BY r f .eta. ' ' 215 - ®S-1 ,`,:SLOPE STABILITY ' - \ -_ .,CONTRACTOR, SEE-.-.., -t- = .> - .: I- ._....k.I- - 215 y W SYSTEM BY \ SPEC SECTION i . I II \ TIGHT SHEET CONTRACTOR, SEE \ / 1 02255 i• _ \.�' .` --- SHOR 1 NG SYSTEM BY SPEC SECsION � I 'f I r I - } CONTRACTOR, TYP .�- f . } 910 • 02255 , • 1 • I 1 , { .1._ --• - ....__.__._... - -- - - --t_.—__._�, ?...__.._.. .1 2 I 0 1 , "/ ii A ,�¢ __� -- I V6" OF %/ - CR OVER ; U 1 \ 1 f 1 i / fi a�ti v,A�LIF.•e r tei ti i��:� I 1 8" OF I/211-0"1 CR ® 7 1 ``r �\\ �f ' !.+J/\'/ ,, Cc<�� �° 1v. Zai�S•!im 3 tia 1 I ! i I I. `' 205 ' ___ _ r _ _ . -- ---._—�__ _ ' ! ' 205 -0+ 10 0+00 0+ 10 0+20 0+30 0+40 0+50 0+60 0+70 0+60 0+90 1 +00 I+ 10 1 +20 1 +30 I +40 1 +50 SECTION B SCALE: 1 "= 10' HOR 12, I "=5' VERT C-3 NOTICE z': . sMtET I— a_ AM B o ���� f'* _ -T A T Murray Smith&Assoates,Inco , .' DAK g µ - - CleanWater `> Services GRADING SECTIONS C ,D • -- — BRAWN . �t; . - _ A A Eng neers/Planners � F �o�$ it � t is clews. 1 € Tis IIAR was a;,.�.' NOT MEASURE 1" AS 9 r eI �-. ----- T�> QRAwJc €s c1�Ec1cE� ��� °"�'° Z°� �A`` - 121 5. . Salmon, Sui€e 9U0 PNOE 503-22a-901D R#VER TERRACE 1lIORT'H l� �t °t" ` "(1-CI A 12/23/15 ' AMB ADDENDUM NO. `I NOT TO SCALE M, \ ---- —. ... _...__ Portland, 97204 FAX 503-225-9022 1 ---_- aAa� OregonAND FORCE MAIN PROJECT1 2 i of 89 NO. DATE I BY REVISION RENEWS 12-31-15 PROJECT NO.: 14- 1611.'04 SCALE: AS SHOWN I DATE: DECEMBER 2015 245 245 KEY NOTES: SHEET NOTES: I . REMOVE ALL EXISTING DRAIN PIPE FIN GR AT Q. - OI STA SSD I +00, RT UNCOVERED OR EXCAVATED WITHIN THE OF PIPE 52 LF 8" PERF HDPE AT LIMITS OF THE WORK. 240 240 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 EXIST GR AT I E=220.00 Q OF PIPE STA SSDI +00, LT 230 1 - 230 50 LF 8" PERF HDPE AT SLP=0.00 FT/FT _ 1 -8" HDPE 90° BEND, S _ _ _ _ 35 LF 8" PERF HDPE AT 225 - - - - - _ _ 225 SLP=0.00 FT/FT - 1 -8" HDPE CAP 0 0 I E=220.00 _ 03 STA SSDI +00 220 220 8" PERF HDPE '''' _- - 1 -8" HDPE TEE I E=220.00 © © SLP=0.0061 FT/FT 0 O STA SSD2+00 0 215 215 1 -8" HDPE 90° BEND 0. SSDI +00 SSDI +20 SSD I +40 SSDI +60 SSDI +80 SSD2+00 SSD2+20 SSD2+40 SSD2+60 SSD2+80 I- I E=219.39 SITE SUBSURFACE DRAIN PROFILE SCALE: I '1= 10' HOR I Z, I "=5' VERT O STA SSD2+46 1 -8" HDPE 90° BEND o • IE=219. 12 N o O SSD DAYLSI GHT+P II PE, CONSTRUCT OUTFALL 0- N PROTECTION (3'x3.5') SEE DET 2, SHT C- 12 up 245 STA 11 +31 245 I E=219.00 PROPOSED FIN GR BY WORK LIMITS OF I WORK LIMITS OF PACIFIC COMMUNITY r-oCONTRACT W/ CWS ' CONTRACT W/ POLYGONNI DESIGN AT OF PIPE - 240 �� 2 .11I 240 EXIST GR, SEE NOTE o I � ( - EXIST GR AT iti o I Q. OFPIPE i -o 235 235 �r�r rx\r >'ir/'gi rr 7\7i��r�r� ���� _ 0 N 230 L 230 r. �, -1 _ _ _ -l - \�% 12" MIN OVERLAP OF PUMP STATION! \r` ` \ GEOTEXTILE — ,, 225 WET WELL - 225 2Y2AIN GRANULAR I rts MIRAFI I40N i 1 DRAIN BF I LL b�;L � ' GEOTEXT I LE 30"SS I 30"SS _ i - V i1" id1 � •gcliO`i. 30 SS •\ _._ 40 LF ® 24"SS \� too. �V oo its: p o 220 20 LF ® SLP=0.0135 FT/FT SLP=O.O t 35 FT/FT 6 LF a SLP=0.018 SLP=0.0030 FT/FT 220 �� .,!x /,///%0x�\��/�/\ SEEDPROF I LE, TF DHPI S SHT E (3T/FT I 2' M I N \ I E=221 .30 STA SSA 1120 STA SSA +57 STA SSAI +97 SECTION 215 I -NEW 72" BYPASS MH NEW 72" SSMH NEW 60" SSMH 215 NOTE: a SEE NOTE 2 R I M=240.00 R I M=240. 13 R I M=239. 17 I E 30" I N(W)=222.25 I E 24" I N(W)=223.29 I . FROM STA SSDI +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 o 210 IE 30" OUT(S)=221 .55 I I I 1 1 210 PLACED ABOVE EXISTING GRADE TO FINISHED 0 SSA I +00 SSA I +20 SSAI +40 SSAI +60 SSAI +80 SSA2+00 SSA2+20 GRADE. REFER TO GRADING PLAN AND SECTIONS. L L NOTE: PROFILE SSA SUBSURFACE DRAIN PIPE TRENCH 0 SCALE: I "= 10' HOR I Z, I "=5' VERT SCALE: N I S E 1 . SEE NOTE 2, SHEET C-2. 1 (0 7 as NOTICE D BVO D `OD PR°4e// _ _ _— — • • • SITE SUBSURFACE DRAIN SHEET o 0 h ." 7568, ' = Murray Smith&Associates,Inc �\ DAK - _ - _ — CleanWater \ Services PROFILE & DETAILS 0 DRAWN %'_-/Ct – - Engineers/Planners C— i o IF THIS BAR DOES OREGON Our commitment is clear. SANITARY SEWER TRUNK MAIN PROFILE XI NOT MEASURE 1" AS m9 4 otb �N- = _ = = 121 S.1 Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION a THENDRAWING TTO SCALE CHECKED ` ragN v emv- Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 27 of 89 - NO. DATE BY REVISION RENEWS 12-31-16 PROJECT NO.: 14- 1611.204 1 SCALE: AS SHOWN I 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 ,�����.,�.•w - �eerontar�trr..eaa-724; i.���G TOP RAIL POST � 1!!- - - - - - - - - - - - - - ; lr� 12" TEE CUT G N GATE POST ♦♦♦♦ii �,as` - - - I - - - - - I C A'� l ; .�� ♦�oo��o��o�s ���,;�♦♦♦♦♦♦♦♦♦ ♦♦♦♦ . �o!�♦ CHAIN LINK FABRIC A' 441 IIS�000,�j♦j♦♦♦j♦j♦j♦♦♦j♦j♦j♦j♦♦♦♦♦j♦j���j lik I►♦♦♦♦♦ ���♦♦♦4 ►♦♦� I 'I ♦♦♦♦♦ WHERE SHOWN CLASS 'B' TRENCH ..o... ...a... :ow :.ys 2.875" OD ♦♦Q♦♦♦♦♦�i� i o♦♦ oi♦♦'I ♦♦�♦ ♦ 'I i►♦♦♦�'''''''' '''''`'' ''`-' TOP RAIL ♦ �— i/♦♦♦♦. ,it ') ..�. iI —♦♦♦ON PLANS I BACKF 1 LL TO F 1 N 1 :: o...: ' '';;'; '`:�IA;° `.;;:: TYP I �� i � �� �'.. ..... .... .4e •• AwA ( ) ♦•♦♦♦♦•♦`moi I��► :'..♦...,�,..♦...'i�l ir �I '�♦♦♦♦♦♦♦;,:fl:: ;;;.;.s;;; ;�44:;,; .;.;_•o ♦ •♦♦♦♦ �♦♦♦♦♦♦ii. ♦♦♦♦'I GR 0: .o Ri STRETCHER BAR ❖400,• ♦♦♦♦♦.►II —♦♦♦♦♦♦♦ �.♦♦♦♦♦ .♦♦♦♦♦♦ — ♦♦♦♦♦♦♦o�A♦♦♦♦,v♦♦♦♦♦♦�= '!�♦♦j♦j♦♦♦ FABRIC BAND :e•�;:e x :❖:��••• ♦♦♦♦♦♦♦♦♦! ir♦♦♦♦♦♦�. ��♦,�♦♦♦♦♦♦♦♦'I �r �♦♦,�♦♦♦♦♦♦♦♦'1 ►♦♦♦♦♦ ^,.L, ,il, .tl, .. ���t.:� a :•:� :•' w a::�: .4--c?:� i�::+:4 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦off��i'♦♦♦♦♦♦♦♦♦♦ II STRETCH E•♦: .�: ♦ I ■I ..�.�.�.�.�./ / / // I ` _ ���������il■ 111BRAC I♦ oit, orf. ao J \ 'iC'`, C ,/\/`/\/\� . •:•: i�::!:• ;;; ;� ,.i i`iT�.�:�:�T�1.� ��. • ♦♦. N o- - eir - 1 ° .,•o ., ^ 1 :; ....o. oo,•,,• eo❖• BRACE !ltpJrlPIiti i ♦���VA � •-,4 I.'. IIIA BAR ♦♦♦% �� RAIL ♦♦♦♦�il� �Il► � � ��' o �� \\\\\\\� BRACE .o'o.❖. .oes�.o 0 0,.,.,.,., .❖o'a. o°o .o°o .o'o o o ) J .. 7 �� / �/ i• :•Ois i•; Oii: Q ; •:':0oo0 .°; .o �1 ^ �\\�\� RAI ::�::�:: Ni1 > TENSION RAILOo o O .. J �.Jt ., , . •i•Ji0•i ii.��i• I .'J••i :�• ,,„ ,I '- TRUSS ROD ❖:e❖a ° 1 :.. WIRE TR USS RD :;;o,• ♦♦♦♦♦♦♦ ♦♦.i�♦♦♦♦.♦♦♦♦♦♦���♦♦♦♦ ♦♦♦♦..♦o♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦e��♦♦♦♦�I � ♦♦�♦♦♦♦ ... . 0 .i :44:4.w 444 :4.... !i:T—.A! vAi ♦♦.♦.♦.♦♦♦♦♦._.♦.♦♦♦.♦♦�,♦.♦♦♦♦�.�'♦ I + I��i�♦♦♦♦♦♦♦♦♦♦♦♦�♦♦� • �'♦ III !►♦�.♦. EXIST BASE ROCK ° '; ��.�\.. 36” MIN FOR D I PIPE ,� - , \� : .i ������� I �j♦���♦�♦�♦��♦♦♦♦♦♦�►�♦�♦�♦�♦��` ? t��; '�j�.,::::�j�:�:�:�:�:�:�:�:�:�:�.`� �■ 1 � � I — 12" N 24" M1N FOR CONDUIT • — - SIC? CLASS 'D' TRENCH o ® s o ii TWISTED & \4\4\4\:1017.,1111-:. /.\��1.�� \� ./ �/� ��/�'� i� III \/.\/. /��/.\/� /� 1.�/.\/�/��./�\/. 1.�/\ ' \.,\./. ,t4 1 BACKFILL OR CDF a MA BARBED II CHAIN LINK � �� \ �, \ AS SHOWN ON PLANS ;� a 1 FABRIC I $ \ 12" ROUND PROVIDE LOC SELVAGE ° r ::. .: �. 3" CLEARANCE 1 � �,�� ✓j BOTTOM HINGE ,C \ \ SECTION ASSY, SEE • o o.0 °,o °°o ° • ( 180° SWING) �� _;: ; 12" ROUND SECTION SPECS ro °t n4 8 NOTE: ' �< 12" ROUND SECTION PIPE ZONE = ° _� /i < ✓ 4 DIA + 1 .0' °: °� s °°° \., ,,\A y� ,\. i LOCATING TAPE, COLOR I . LAYOUT AND INSTALL FENCE POSTS TO MAINTAIN MAXIMUM 2" SPACE NOTE: •$�o • :moi A08: AND WORD INC AS REQ'D BETWEEN BOTTOM OF FENCE AND GROUND SURFACE. 0 if `.: e _ I N NOTES I & 2, 6" TO 9" I I . PROVIDE LOCK ASSEMBLY AND GATE STOP FOR DIA+24" _ I ABOVE PIPE, TYP EACH GATE, SEE SPECIFICATIONS. F--- 0 - '"I v, CLASS 'D' TONE WIRE INSIDE 3/4" PVC CHA I N L I NK FENCE 0 DOUBLE SWING GATE PIPE ZONE CLASS 'D' BACKFILL CND, LOCATE ON TOP q OF BEDDING PIPE, TYP, COLORS AS SCALE: NTS SCALE: NTS 0 REQ'D I N NOTE I 0 (N D I , SD, PVC & HDPE o MAIN OR ELEC CND m POST W/ Q SYMBOL BACKFILL REQUIREMENTS DOME TOP CD G FURNISH AND INSTALL CLASS 'D' BEDDING & lo PIPE ZONE & CLASS 'D' OR CLASS 'E' TRENCH - REFLECTING - BACKFILL AS SHOWN ON PLANS, TO PAVEMENT TAPE (3" II o N BASE. COMPACT MATERIAL IN LIFTS TO7I WIDE) Po ACHIEVE 100% OF MAX DENSITY IN (GALV) MIME STL PIPE .,ACCORDANCE W/ AASHTO T-99. REPLACE STM A- 120 Y2"x8" REBAR WELDED - REMOVED ASPHALT W/ 6" LEVEL 2 AC, SEE _ SPECS. TO PIPE BOTTOM N FURNISH & INSTALL CLASS 'D' BEDDING & PIPE GROUND co ZONE BACKFILL COMPACTED TO 95% OF MAX SURFACE co vi DENSITY PER AASHTO T-99. FURNISH & INSTALL 7" NOM DIA o CLASS 'B' NATIVE TRENCH BACKFILL TO FIN GR (GALV) STL PIPE - cV 1 I COMPACTED TO 95% MAX DENSITY PER AASHTO ASTM A- 120 o T-99. REPLACE TOPSOIL & BACKFILL W/ CLASS 1 'B' NATIVE MATERIAL. FINISH TRENCH SURFACE .. `• \/ o TO MATCH OR I G I NAL CONTOURS. REPLACE EXIST \\\� i // >V\ 3" LAYER OF LEVEL 3 HMAC, -\ o LANDSCAPING. \ \\/� SEE SPEC 02505 - NOTES: N \,\j/ ���/�5��� /���� K ���� �/ I . COLOR OF TONE WIRE INSULATION AND LOCATING TAPE _ r-• ._ ,. oo \O-1(:),o�Q oo�Q ooRQ oo�� oorQ oo " 6" 0 00� 00oc� 00� 00� 00� 00� �o SHALL BE AS FOLLOWS: OoOOoOOoOOoOOoOU00000 NOM D I AM o� oTo� o� o� o� o I SAN FM: GREEN 18" (GALV) STL PIPE oc�oo., o0 00 0�, o mon nc ) n 4" ELEC CONDUIT: RED DRAIN ROCK ASTM A- 120 `Z3 \f `Z , \\�\ 1n 3" FM ARV PIPE: GREEN AGGREGATE 3000 PSI \/\�\/\�i\�i\�\ ,�../ o SAN GRAVITY: GREEN BASE Q PVC STORM: GREEN COMPRESSIVE 0 2' PVC CHEM FEED CONDUIT: GREEN STRENGTH CONC 9" OF %"-0" CR SUBGRADE MATERIAL, 2. WORDING ON LOCATING TAPE SHALL BE AS FOLLOWS: NOTES: SEE GRADING cn MIRAFI RSI801 SECTIONS SAN FM: CAUT ON BUR ED SEWER LINE BELOW I . GENERAL LOCATION OF BOLLARDS SHOWN ON PLANS. LOCATE BOLLARDS WITH A GEOTEXTILE -- 4" ELEC CONDUIT: CAUT ON BUR ED ELECTRICAL LINE BELOW MINIMUM 3' CLEARANCE FROM ALL UNDERGROUND PIPING AND APPURTENANCES La 3" FM ARV PIPE: CAUT ON BUR ED SEWER LINE BELOW. AND A MINIMUM 2' CLEARANCE FROM ALL STRUCTURES. BOLLARD LOCATIONS SHALL 0 SAN GRAVITY: CAUT ON BUR ED SEWER LINE BELOW BE AS DIRECTED BY THE OWNER'S REPRESENTATIVE. PVC STORM: CAUT ON BUR ED SEWER LINE BELOW 2" PVC CHEM FEED CONDUIT: CAUT ON BUR ED SEWER LINE BELOW TYPICAL AC PAVEMENT SECTION 2. PAINT SAFETY YELLOW. SCALE: NTS SINGLE PIPE TRENCH DETA I L GI 6 " REMOVABLE BOLLARD I SCALE: NTS SCALE: NTS - -2 `i- SHEET NOTICE AMBO PIWI. — — _ w ;=N1 �f% _ _ _ = _ Murray smith&Assodates,Inc. . oDESIGNED �S 4 s� O :annI HCM _ - _ ° _ CleanWater\ Services CIVIL DETAILS - 1 0 - - - — -- - Engineers/Plannersc— t I 8 IF THIS BAR DOES DRAWN WI _ _ __ = Our commitment is clear. xl NOT MEASURE 1" AS ✓4Nf11 TO �Q = = _= _ _ _ - 121 S.A. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION o THEN DRAWING IS CHECKED cf. `�, j NOT TO SCALE M, BARGE` Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14-1611.2041 SCALE: AS SHOWN.' DATE: DECEMBER 2015 28 of 89 TB, SEE DET 3, '/2 'A' %2 'A' 12" GV, FLG THIS SHT 11111 - 1-r RECESSED HANDLE COVER 12" GV, FLGxMJ i � =411-111=���=iii= .,11=11 IIS_ ., ,,,=1i1_lil-,,,__ I '-6" x I '-6" x 6" THICK _flf=lil- - =1) =111-11 I- III IIL-IT- - I -1 E- - Ili 3000 PSI CONC RESTING / W/"SEWER" CAST IN TOP SURFACE 12 DI SPL, FLG, laweat PAD LENGTH AS REQ'D o 12" D I FM -IIE 1 ---+ v/ o 'I*�� '�+�� as riff ��1 III_ ~T t •ti i / . /./ rh 1111111-1111LIIh II ` 1 �II11 -1i1 111-11 -11 111-IIkRESTORE GROUND SURFACE 1 AIII , IIIT1 , 1�- y r-iii-illii~1i00 4" PLYWOODOVER � I !�� -6 TO VALVE VAULT PVCFM1r i OPERATOR EXTENSION , II„ITEE PLUGGED CROSS WYE PUG FACE O R F BCOAPSVALVE BOX TOP SECTION I REQ D TO BR ING - OPERATOR WITHINI '-6" OF GRADE D I WYE, FLG II Ii1 - -_ 116 PVC VALVE BOX BASE12" GV FLG `EIII-7IIf . 1 „II-III: 1„'ILMIROCK GUARD(S) 1 W/EXTENSION AS REQ'D - L 1 SEE NOTE I I C _IIals 'll ��, �� '�� TI 1 2 D I LONG RAD I US -lI II _ II= 0 o1 90° BEND, FLG 1Ti=1Ti=III-1Tl= 1 III X111 10--A 1 6" MIN CR, �_' VALVE I" 1-1 _ -III IF l i.--7,1 II AS SPECIFIED PLAN -III-r A2 -11H11=11�� Yz" SST TAPPED PLUG IN TOP FLG BEND PLUGGED CROSS PLUGGED TEE .SO' EL=240.9+/- VALVE BOX, --, SEE DET 1 , - THIS SHT 00 FIN GR BEARING AREA, 'A', OF THRUST BLOCKS IN SQUARE FEET II 0 TEE, YE, 90°BEND, TEE //�\�/�\�/�\����/ ��/ /�\�/�\�//�\/ PLUGWOR PLUGGED PLUGGED 45° 22'/2° II %4° 1. FITTING CAP CROSS ON RUN BEND BEND BEND I- NOTES: 12 D I SPL, FLG, Z LENGTH AS REQ'D SIZE A A A1 A2 A A A co I . NO ROCK GUARD REQUIRED IF OPERATOR NUT 4 1 .4 1 .9 2.7 1 .9 1 .0 - - WITHIN 36" OF FINISH GRADE. WHERE DEPTHo I I EL=236. I / 6 2.8 4.0 5.6 4.0 2. 1 1 . 1 - co FROM ROCK GUARD TO OPERATOR NUT 1 S GREATER 8 4.8 6.8 9.6 6.8 3.7 1 .9 0.9 oTHAN 6'-0", INSTALL SECOND ROCK GUARD. i TB, SEE DET 3, 10 7.3 10.3 14.5 10.3 5.6 2.8 1 .4 NC. \ `\1 '<�� TH1S SHT I2 I0.3 14.5 20.4 14.5 7.9 4.0 2.0 14 13.8 19.5 27.5 19.5 10.6 5.4 2.7 16 17.8 25.2 35.5 25.2 13.6 7.0 3.5 VALVE BOX DETAIL Alk 18 22.4 31 .7 44.7 31 .7 17. 1 8.7 4.4 o SCALE: NTS v ELEVATION 20 27.5 38.9 54.8 38.9 21 .0 10.7 5.4 24 39.2 55.5 78.3 55.5 30.0 15.3 7.7 - NOTES: *ABOVE BEARING AREAS BASED UPON TEST PRESSURE OF 150 P.S. I . AND AN in- 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 N D I 2. ALL ABOVE GRADE BYPASS PIPING SHALL BE PAINTED SAFETY YELLOW. BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA=(TEST M I..•:, �ioii� N �I�� 6 . ,,P* 7. PRESSURE/150) X (2000/SOIL BEARING STRESS) X (TABLE VALUE). Oso o. .•♦• ' 176 STANDARD BYPASS ASSEMBLY STANDARD THRUST BLOCK DETA I LS 0 1111 ` �;'io�;•� �; !io�• !N SCALE: %2 1= I '-0" SCALE: NTS e• •c ���� FIN GR a EL=233.50 I- L 3D o wo co 2' 2' 0 TAPER - TAPER o DbIt �1-io Iii FIN GR 1 - I 1IIII I I I I 8" PVC 45° BENDo.S_, 1Q�/LO(' ;S x•191 o)/ \ i• �,i ",n . ,n -,4. 1 Ely 8" PVC SPL 1 !k �., LYNCH TYPE �� Q !kr �rOtis!� CB W/ SQ GRATE (OR % ¢� z�'� z PLAN SEE VNOTED Q) I \�� `° CO . � \\ ° N. TO 9 / 6D \ o -� 00 • \ yi 3D I ' u 3/4"-0" it pQp" _p C,Q o - z - VARIES, SEE PLANS CR COMPACTED .0‘),0\)0„\ //\ 1 MIN 2% 2' TO EXIST GR BEDDING PER PLANQ -� WET Li_ CR, OPEN GRADED AGGREGATE - PIPE ZONE & •' WELL cii w� ;o polio. 1014 �i;v.6i(i SPECIFIED `� BF I LL MALAS • d. N'�i/� , ri'. Malik' , :.1sV 1\ 1 ���� �»'.\��1•iw���:.\��G��.Awl"..\ / .:\���:c��+:��:.\\?i�1 A��1• \�<i�•.,���6 Q� )•���F• ��.�,�a� !\�:'• �•����-1�:•-������� 1 ` • 1 �� CLASS 50 R I PRAPSA :�,l-•ay:-4x . �.T.,,.,i. •�.k.1, .?9 +..p •.ka' ,.,;a .k.z . . .�,,.•.b, �. . .a . ,� . • , 8" PVC 45° BEND i . ^� • ��• _ ..,,,. .: •ss,-,..�;.,,�.. f, ..� �.. r;,.�:,�..,:,;..,�}; ':�•..)•�-i•Fs , •� z�; NOTES: Q '�.��G� •. - _ I(I ��� t. �t�•�..'./'�`41���; 7/1 wlgY� �bs••-'gI`jS�IS�Y�: J�{I� j•T�I rpt�c✓'`'WI}.AaI_r\� I•��:1����� - jer.: 1 t t 104e Ali i s � i r • '0 a r 1 . SLOPE TO WET WELL AS DIRECTED ON SHEET z \� �~'!�io� m Jr-4 / / M I RAF I 140N JDoo �o00� 0���000�oo0s�oo0 00 •00 00 0o0.��Or�Q oa Y/>/\i\ i° !-0`�;! ::. i:.ri�'•%� %% OoOa°Go0 �o0a 00b�00os`9,O oOo X000 000 000..000 t00o C-3. I NSTALL PER PLUMB I NG CODE. 0 ������ - - � ���y�� GEOTEXT I LE 'v0o�no,0 0en000ncs•Ooo0oO0oo0o 00 0 • IP /�� .��. y/���� �1 � �/ /\ • D�nOcn�.,Oc` O �!�O n0/ MC1c>hcrH6 n,.nn n ?, .,,.nr,nc2A-OC N MIRAF I RS180i GEOTEXTILE SECTION AREA DRA I N 6 STONE EMBANKMENT F 1 LL SCALE: NTS C-2 1 OUTFALL PROTECT I ON 4 GRAVEL PARK I NG AREA DETA I L I - SCALE.: N I S ® SCALE: NTS C- I oi -RI- NOTICE AMB �O P�FFff11.114, � ---=- - _ mith&Associates Inc . � SHEET 0 i� � DESIGNED 5 4'' 794011 4 O = - - Murray„ • :v HCM/DAK _ =- _ _ CleanWater 1` Services CML DETAILS - 2 DRAWN ,l -17: _ _ .-- ----- - Engineers/Planners Our commitment is clear. I 0 ot IF THIS BAR DOES o x = _ _ __ _ x NOT MEASURE 1" AS 9� ��Nett.a��e �Q _ _ = 121 SJ. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION o THEN DRAWING IS CHECKED cf. �„ NOT TO SCALE M, BMW Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 29 of 89 V NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14- 161 1.204 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 ' rer- CAST I N PLACE OR 2. DESIGN LOADS: STANDARD DRAWING NO. 010. �\ EPDXYED ANCHORAGE, SURFACE GENERATOR Sc SEE STRUCTURAL a. WIND LOAD: PER SHEET S I .0 ENCLOSURE b. SEISMIC: PER SHEET SI .O PER PLAN ASSEMBLY NOTES c. ALLOWABLE SOIL PRESSURE 2,500 PSI d. GENERATOR/ENCLOSURE WE I GHT PER MANUFACTURER AS REQ'D SEE 3/4" CHAMFER (TYP) e. GENERATOR/ENCLOSURE DIMENSIONS PER MANUFACTURER — - — - STRUCTURAL NOTES 6" MAX , SLP 3. CONTRACTOR SHALL SUBMIT MONOLITHIC SLAB FOUNDATION AND • a a a • . a ANCHORAGE DESIGN, INCLUDING CALCULATIONS, TO ENG I NEER FOR U� V .. � SLP 4 • 4 a . 4 //\\//\\/\� iron a ‹ a a a �� REVIEW PRIOR TO FOUNDATION SLAB CONSTRUCTION. FOUNDATIONS AND /2, ,.> (6�4 o•;.. uvkiU� � .4 � o ANCHORAGE SHALL BE DESIGNED ACCORDING TO THE REQUIREMENTS OF ENCAPSULATED p• .v 5 MINIMUM 41 �0"0'� ` •eltecca•Opc'O 0°000981201146a, gi CURRENT STRUCTURAL CODES USING THE DESIGN LOADS AND GENERATOR RUBBER GASKET \ ''I- ►0 0 . 4%a•C0000 -0*II O0.0►. 8 a' 0000 alb 00 •o'._•>O.t••!S•�0•._00�Oa0 o a D I MENS I ONS LISTED. AFTER ENG I NEER REVIEW, CONTRACTOR SHALL � :6%S firoci�Oo,th°O%\%�\%�\% /\\j\\j\\files i oroiir°oe0 0?i,i,�j�� SUBMIT DESIGN WITH CALCULATIONS TO COUNTY WITH BUILDING o 6 _' // 00 a�0o�i0 • �y // // // // // /% 'NO• o°0 0`0 0•• /arse:/ //< PERMIT APPL I CATION, SEE SPECIAL TECHN I CAL PROV I S I ONS FOR . . b \ \ \ \/ \// � ' / \ \ \ \ < PERMITTING REQUIREMENTS. -A p j� � � j\,> \�j\A \ j A 7.,j\�j\; 4. CONCRETE SHALL BE STRUCTURAL CONCRETE, SEE SHEET S- I I . ° ° • ° MIN 6" OF 3/4"—O" REINFORCED CONC PVC . o , COMPACTED CR FOUNDATION, SEE 5. REINFORCING STEEL, SEE SHEET S- I . PIPE a .! . A 1 /FT SLOPE a o STRUCTURAL NOTE 3 Y SANDED BELL 4 •'_ a • u i o p 0 PIPE • o 0 FITTING • O.D.° n • 4 GENERATOR FOUNDATION SLAB SECTION u U Q SCALE: NTS d CO ' 4 PVC SANDED BELL PIPa E in ai 1 •O.D. p N (p,>'a. p . o �. Q . o a ;a 4 6„ M MIN. N °O O D' .a d' Q p 'Q. 00 O 00 ° 0 c) O 0 O O O � 0nO0 °(�O \ O O o00 00 00 0 0 ° 0 0Od'g ro 0 800° oOO ° Oo0 o 0 0 O 0 LI 0 oO �oI p ° opoo°po 0 0 0 o 0 0 000 080° U ° 0 8 8° °o° o 0 0 ° 0 08 0°80 00000 Q, KOR—N—BAND . • 0 oS6)o 0 0 0° 0 0 ° 0 ° o o0oo °o08 O 0o (A /8 Z SLp q GRADE STAINLESS INTERNAL D• Q 00 a0 0 0 0 0 00co0 00 000 o o --- F 18" TO 24"\_ STEEL BAND ,•d ' ; NON-SHRINKING GROUT CONSTRUCT CHANNEL FOR CONCRETE PIPE AND SHELF IN FIELD U I' \\\/� GRADE 0 o INTERCEPT Is12" MINIMUM OF 3/4"-0" N z/ // �c t MATCH EXIST 1 II COMPACTED BASE ROCK o mob. �• • ����������� ROAD SECTIONPIPE 'C1 TRENCH PLUG - /��� • .1 I ` TRENCH PLUG FLEXIBLE 2 ., ;00/01 �j z w� FORM TRENCH r/ -t* a43 N M PLUG USING NOTES: CONNECTOR 4 '_ a • ' . p / PIPELINE 0 o BENTONITE I . CONSTRUCT TRENCH PLUGS WITH BENTONITE. / a a \k/ DO NOT USE TOPSOIL FOR FILLING BENTONITE. Mc Io_ oPIPELINE o 0 � BOTTOM 2• TRENCH PLUGS SHALL BE INSTALLED I N K0R — N — SEAL B00T a PIPELINE TRENCH ON SLOPED GRADES GREATER / BOTTOM - ` ��' OF TRENCH THAN 3%. APPROXI MATE LOCATION OF TRENCH ,i OF TRENCH PLUGS ARE SHOWN ON PLAN SHEETS. COORDINATE EXACT LOCATION WITH FIELD ENGINEER. cn PIPE DIA a. PLUS 2' TO 4' z ELEVATION SECTION PRECAST CONCRETE ° MANHOLE BASE CleanWateServices TRENCH DAM0REVISED 05-07 Our commitment is clear. co LE SCALE: 3/8"= II-0" DRAWING N0. 020 1 CD i U o NOTICE 34 1 DES GNBED Or NRe-ve 147A = Murray,Smith&Associates,Inc. HEET 79401 +® HCMEngineers/Planners CleaCML DETAILS - 3C- 13 cl_oDRAWN Our commitment is clear. I - IF THIS BAR DOES £Uci__ xNOT MEASURE 1" AS JUNE i1.1�es <Q = _ __ _ = 121 S.R. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION 0 THENDRAWING TOA SCALES CHECKED CrM. BAA��� Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 30 of 89 6 NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14- 1611.2041 SCALE: AS SHOWN ' DATE DECEMBER 2015 LOCATE FRAME AND COVER OVER LEDGE OF AT LEAST 12" IN WIDTH a LOCATE FRAME AND ° 4 ° COVER OVER LEDGE ° 8" MIN. BETWEEN itiiirt, 114 KNOCKOUTS / LEDGE BELOW LADDER °SHALL BE AT LEASTII D , 12" IN WIDTH.: o 4 a IliW111 II a c7 6 INSIDE DROP BOWL ° MAXIMUM 27" FROM ° .4 • :,e3 6 a STANDARD FRAME AND COVER OR ' Alt ° ° ° d TOP OF FIRST STEP — WATERTIGHT FRAME AND COVER. viva. TO TOP OF CASTING N SEE STD. DRAWING NO. 110-SA/ST OR NO. 120 • . OR SET FRAME IN NON-SHRINK 4 Ao4 GROUT II • NOTES: • - ' •D 1. DROP BOWL AS MANUFACTURED BY `�sscrsrssrc a) NOTES: . P ` GRADE RINGS (2",4",OR 6") RELINER-DURAN INC. OR APPROVED EQUAL. ,1 FOR MANHOLE SPECIFICATIONS ~ ` 0 D I MAXIMUM 12" SET IN 't® SEE STANDARD DETAIL#010 1 . ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO THE NON-SHRINK GROUT 2. DROP BOWL TO BE SIZED PER MANUFACTURER'S REQUIREMENTS OF ASTM C-478. .• - • RECOMENDATIONS ( INFORMATION AVAILABLE © 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY `off a RELINER.COM) OR AS REQUIRED BY DISTRICT o STRENGTH OF 3000 P.S.I. AND SLUMP OF 2" TO 4". OR CITY. oN 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS °. STANDARD ECCENTRICXGRADE RINGS (2•,4",0R 6") MAXIMUM 12"SET IN NON-SHRINK SUCH AS KENT-SEAL NO. 2, RAM-NECK, OR AN APPROVED • p. 36" CONE 3. PIPE AND FITTING FOR DROP ASSEMBLY SHALL BE: —1 GROUT o a EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-S00210. DUCTILE IRON ANSI A21.50-1 , AWWA C150-1, 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. • AWWA C-900 OR PVC ASTM 3034 SDR 35. a 5.. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A • co MANHOLE AND CHANNEL DETAIL. "" ° 4. STAINLESS ADJUSTABLE PIPE BRACKETS AS 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL ° MANHOLE STEPS SEE 4 MANUFACTURED BY RELINER-DURAN INC. OR REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. . STD DRAWING NO. 100 APPROVED EQUAL. • 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) === J A MANHOLE SECTION (INFORMATION AVAILABLE © RELINER.COM). - MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED •.. • -�—(VARIABLE 1'-4') . N ON THE INSIDE FACE OF THE MANHOLE. 5. NO MORE THAN ONE DROP BOWL PER MANHOLE ro 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND �_ J . • WITHOUT WRITTEN APPROVAL BY DISTRICT c\I4" MAXIMUM CLEAR OF PIPE WALL. z ° . . OR CITY. $ PIPE TYPE 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24" t) ° SIZE, AND d D =- FOR SANITARY CONNECTION AND 48" FOR STORM V V . 6. WRITTEN APPROVAL BY DISTRICT OR CITY IS CONNECTION CONNECTION. c° •o T -t-5" MINIMUM REQUIRED FOR DROP BOWL INSTALATION ON ea PER `� 10.WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND ' .4 PIPELINES WITH A SLOPE OF 5% OR GREATER. SEE NOTE#1 PLAN,AS E COVER SHALL BE USED IN ALL EASEMENT AND OFF C_. . J • . : a� =NO APPROVED Q. STREET AREAS. - o ° vi .s9., ___\f \_.r WATERTIGHT SEAL o :: p a PIPE BRACKETS- E. _.I v —.11--- 48"MIN. - •• 4 0 SEE NOTE#4 1 0 0== B MINIMUM 12" LEDGE LENGTH _ 1 (ONE REQUIRED) „ AS REQUIRED 1 0 P• 1 "/FT. SLOPE TYP. • 2 MIN. FROM TOP OF -i 4 3'-0" MAXIMUM CV D PIPE TO MANHOLE I [___ ° ° D SECTION V 'U PIPE a. I v . PIPE v D. � - i � 45° BEND j) b___I 4 A_-_ _ Q 4_4- i ri � , ° VARIABLE DIA. ° ° u� ° Q d p 8„ CD a o MINIMUM CONCRETE ° ° ° Q SMOOTH FINISH CHANNEL TO ; ' . • • • • ° ° ° j 3/4 VERTICAL HEIGHT OF PIPE -- F . .. : ° • ° ° a. 12" MINIMUM OF 3/4"-O" COMPACTED — -- • 72"oMINIMUM 444 ° tci_o BASEMATERIAL NOTES: CENTER CHANNEL IN MANHOLE -c o I . DO NOT INSTALL MANHOLE zSTEPS ON ANY MANHOLE. L- a) STANDARD MANHOLE INSIDE DROP MANHOLE W/BOWL CleanWater Services CleanWater Services DRAWING N0. 010 REVISED 02-03 Our commitment is clear. DRAWING N0. 090 REVISED 5-07 Our commitment is clear. 1 i - jNOTICE AMB 0 PR* = _ — _ n/� SHEET 15 0 1 DESIGNED V�� QIN��% _ _ - _ — = Murray,Smith&Associates,Inc. I-�I HCM ' °' __ _ -_ -_ —_ = CleanWater CIVIL DETAILS - 4 -� - Engineers/Planners C— 4 o DRAWN �� �i i' _ _ _ _ _ Our commitment is clear. IF THIS BAR DOES ' :'•• . IN XI NOT MEASURE 1° AS '� ✓pNf zoo' �Q = _ __ = _ _ = = 121 S.W. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION a THENDRAWING DTO SCALES CHECKED ---r I. 0 Portland, Oregon 97204 FAX 503-225-9022 BAPG g AND FORCE MAIN PROJECT NO. 663731 of 89 (3 NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14-1611.2041 SCALE: AS SHOWN ' DATE: DECEMBER 2015 Standard manhole frame and cover. See STD. Drawing NO. 110, 120, OR 130 . Set frame in non— shrink grout. Finish grade of street / Additional sections as required. i� a (2„Grade4„Ringsor6„) Norequired.special vertical reinforcement �� � X _ ' Maximum 12” N E co 9 ,z _`i c . 25" Notes: ,`r.. r `�.': Steps for r 1 . All poured in place concrete shall have a "C" ;r5 ::: ' Precast 28 day ultimate strength of 4000 psi andIFsm. l. Manhole see a 2" to 4" slump. . ' f---Std. drawing 2. All reinforcement shall have a minimum ___ Allyield strength of 60, 000 psi (Grade 60). . ,.. .:q.nn. —� c a `V ���-; -,... U n0 . N . 100 483. All precast joints shall be grouted or o °` '° �'' ° � °' �� 5" /; ..v, °' • big. E _ Q i . u° °.4��. E rubber gasketed. ° c r i ° • - ° id min . /'; ' Z 'Q /.. b° •`I 4. Sections and cone shall be in accordance 0 a� ° ° �, .. / with ASTM C478. — °�: "4 ~ °� � ° 1— I AFill e • ° „D" Bars ` � :d -''/ 4 > Standard Top Slab see Std. Drawing No. 220 °� -' di- Standard Manhole Section(s) Precast Base Type 1 Precast Base Type 2 Precast Base Type 3 Cast—in—Place Base o c Barrel Dia. See Std. Drawing no. 200, Manhole Type 1 Manhole Type 2 Manhole Type 1 Manhole Type 2 Mand no. 210 Section — B Section — B' o MAXIMUM THROUGH PIPE SIZES — — — — „ — I .. Barrel Dia. Max. Pipe Dia. w � � �� 4x4 or 6x6 Concrete Collar Ln i� P a) around pipe connections. 60” 36" -p ' 84;; 60;; 0 jOA �s Minimum between breakouts for pipes. 9 6 7 2 cn ,�r �\NIt o -" := 108" 84" iii �• 0 NOTES: (Manhole Bases & Base Sections) 120 96 a — 1/ r 1. Manhole Type 1 is continuous from bottom slab to 12" o Break out manhole wall 2 minimum , 4" m 1� a N .� above pipe breakout. i ; : �"�- 2. Manhole Types 1 & 2 may have either precast or maximum clear of pipe wall. Grout 1 o h cast—in—place base. `� ° a space with non — shrinkgrout andpour L e \� I � � 3. Manhole sections shall be manufactured in accordance :, ' p E: oncrete „ . � � to the requirements shown on Std. drawing NO. 660 and collar around pipe C°i 11---- with ASTM C76 or 0478 except longitudinal (vert.) steel 0 shall meet or exceed that shown on Std. drawing N0. n �_` 670. Q Concrete Fill as Required. NOTES: i I . DO NOT INSTALL MANHOLE STEPS Section — A Precast or Cast— in — place Standard Base ON ANY MANHOLE. Slab See Std. Drawing NO's. 180 and °- 190. L 0 z LARGE PRECAST CONCRETE MANHOLE LARGE PRECAST CONCRETE MANHOLE - BASES CleanWater' Services CleanWater Services E DRAWING NO. 160 REVISED 12-06 Our commitment is clear. Drawing NO. 170 REVISED 12-06 Our commitment is clear. 1 co o O NOTICE 1 DES GNBED ������P uff% _ _ __ = — Murry Smith&Assoaates'Inc' SHEET HCM �7�94�01Q s -_ = -_ _ __ —_ _ �' CleanWater Services CML DETAILS - 5 DRAWN it 1 olflll , fr\l ,�/ -ivii___ _ - —_ = Engineers/Planners Our commitment is clear. �— IF THIS BAR DOESo�`' - - - — XI NOT MEASURE 1" AS 9 �Q = _ - _ _ _= E. 121 U. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION THEN DRAWING IS CHECKED `Fr "E"•'" 14 � - Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 32 of 89 a- NOT TO SCALE M, gpgG g 6 NO. DATE BY 1 REVISION RENEWS 12-31-15 PROJECT NO.: 14-1611.204 ' SCALE: AS SHOWN ' DATE: DECEMBER 2015 SEE SHT S-8 FOR WET WELL TOP SLAB PLAN AND DETS - f Tw (Varies) ,,D" Tw yaries) `° Bars '1 'F• 1 1 /2"clr. Depth of Pipe - ... "E" Bars Tongue + 3/4" o qii i it.L N SVAR EE IES, INSIDE WALL 4 . SHTa 110.9 1 1 /2"clr. 1 S-8 a ° • MASTIC SEAL Ts 3/4"clr. - _ Ts OR GROUT 0 Weld to y / 1 No. 4 Hoop 12"min . No. 4 Hoop "E" Bars 5"min. N -140 4• ' / ° Y Note: Wall to slab joint shall be grouted when Note: Grout not required for slab cast in o� Q . • C) slab is cast separately. contact with manhole section. N % Q • .4 PRECAST BASE SLAB TYPE 1 ** PRECAST BASE SLAB TYPE 2** o Tw (Varies) Tw (Varies) o ' 4 Roughen contact surface o a Q to 1 /4" amplitude. % a N _ , _ MASTIC SEAL 1 "clr. 1 1 /2"clr• Horiz. Diameter�4i �, I I Z a ± OR GROUT . i H- i - PROFILE JOINT No. 4 Hoop1 Itt 1 Ts F Bars 1 1 /2"clr. I BASE UNI T 0 o CM 3" Clear I I I '- I " 12'-0" ID I '- I " N "D" Bars "E" Bars ( Si, Note: hoop Exposeto weld dowels P as required a 14'-2" OD Q to hoop. Remove only enough concrete to T �, "E" Bars w accomplish weld. Patch before casting base to s SECTION VIEW ensure no voids are present. CAST- IN - PLACE BASE PRECAST BASE SLAB TYPE 3 ( OR PRECAST BASE TYPE 4) N SIZE 60" 72" 84" 96 " �+ 144 MORTAR JO I NT MANHOLE Type Depth* 0'-15' 15'-30' 0'-15' 15'-30' 0'-15' 15'-30' 0'-15' 15'-30' SCALE: NTS Co Ts 8.0" 9.0" 8.0" 9.0" 9.0" 10.0" 9.0" 11 .0" 1 D Bars #3 @ 12" #3 @ 12" #3 @ 12." #4 @ 10" #3 @ 10" #4 @ 11 " #3 @ 9" #4 @ 11 " 01 E Bars #4 @ 12 #4 @ 9" #4 @ 9" #4 @ 6" #4 @ 8" #5 @ 9" #4 @ 7" #5 @ 8" 1--- w Ts 11 .0" 12.0" 11 .0" 12.0" 12.0" 13.0" 12.0" 14.0" ' 2 E Bars #4 @ 12 #4 @ 8" #4 @ 9" #5 @ 8" #4" @ 7" N 0.5 @ 7" #4 @ 5" #5 @ 6" 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 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 CL L 0 z N v 43 LARGE PRECAST CONCRETE MANHOLE TYPES C1eanWater‘Services if DPAWING \ 0 . 180 REVISED 12-06 Our commitment is clear. _,..• IIIIIIIIIIMIM AS NOTICE AMB ���� P�f�J -_-_„- -_ n/� SHEET up 0 h 1 DESIGNED cs of 0$$4,% _ _ = MurraySmith&Assodates,Inc. HCM _ _ - _ - = CleanWaterr Services CIVIL DETAILS - 6 _ . DRAWN 1 ! __ _ = Engineers/Planners ( 6 IF THIS BAR DOES o;i:.,• Our commitment is clear. xl NOT MEASURE 1 As 9e ✓ t 1. 1p00 CQ _-=4.b.=_. - = in-j± = 121 S.X. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION p THEN DRAWING IS CHECKED FF F� - NOT TO SCALE M. LIMO Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 33 of 89 o NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14-1611.2041 SCALE: AS SHOWN ' DATE: DECEMBER 2015 60" 0 Manhole Section NOTE: MAX. LONG. BAR SPACING IS 12" C. - C. - - - _ _f;::::1":1 1 Hoop - - - - 1 " Clr. min . typ. INVERT TO TW = 5.0" 1, = 6. 0" T,v =6. 75" --r--,-= TYP. I -- - I-= I c 4. N STREET GRADE OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. I I I I �� �� I I I I I I �� �//,,,;/-1 -I--7--I---I--r--I-- �\ �,/i-1--rt--I t- --r--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 1 I i 1 1 1 \ , .;-- _ I I 1 I I - --t-- -1--�-- -I-- I - TYPE 1 4_J_4_4_J__L_ _4k , --1- ,� ` kH--+--k 15 Ft to 30 Ft 0. 32 0.18 0. 53 0.25 0. 19 0. 42 0. 22 0. 16 0. 36 i1 \ i i _1i ,Ir .t_ ! 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 `-h j--t--F-j--L--I--t- o 1 Cir. min . typ. --f--'--i ail TYPE 2 I 25" Dia. 1I 1 I I I 1 I I I I " H I148 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"� {-'-+- it 'C' Bars-1 No. 4 hoop req'd. for less than 2'-0" clr. between blockout and top of section . ‘ \t„.,_,..4/1- „.,--X 1 I I 1 I I I m \ S 2 Hoops typ. i -- --1-- - -1--4"-- \ \ 1--I---t---r--T r--I- -�- r- r-? " NOTE: MAX. LONG. BAR SPACING IS 12" C. -C. ` t 1 I I I 1 1 I • \ • 1 1 72 Manhole e Section 1 1 I I 1 1 •INVERT TO T,„ =6.0" T = 7. 0" TW = 7. 75" `� 1 I I I I 1 I I , , I I I I I I I I , , --1--1--r--1--1--1- \ --1--4--i---1--1---1----6/ STREET GRADE OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. �N I I I I ' i N I 1 1 1 0 Ft to 15 Ft 0.19 0. 19 0. 26 0.17 0. 16 0. 22 0. 16 0. 14 0. 20 L1-- � ' ' , TYPE 1 -- - - - - - - - - - - - _ 15 Ft to 30 Ft 0.33 0. 28 0. 58 0.27 0.23 0. 48 0. 26 0.26 0. 42 A Bars (Under) "A" 3ars (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 NOTES: TOP SLAB " A" TOP SLAB " B " o 15 Ft to 30 Ft 0.36 . 0.13 0.65 0. 29 0. 15 0. 52 0.26 0. 17 0. 46 N 1 . All concrete shall have a 28 day ultimate 'C' Bars- 2 NO. 5 HOOPS 2" CLR. OF TOP OF MH BARREL REQ'D. FOR LESS THAN 2'-O" CLR. 2 NO. 3 HOOPS 2" CLR. OVER PIPE BLOCKOUTS ) BETWEEN BLOCKOUT AND TOP OF SECTION. compressive strength of 4, 000 psi. No. 5 hoops 1 " clr. min . 2. All reinforcement shall have a minimum to C 84" 0 Manhole Section NOTE: MAX. LONG. BAR SPACING IS 12" C. C. yield strength of 60, 000 psi, (Grade 60). `` INVERT TO TW =7.0" TW = 8. 0" TA, =8. 75" 3. All lap splices shall be 24 bar diameters I- \ri WSW �, unless noted otherwise. i STREET GRADE OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. 4. Add steps as required by Standard Drawing Jr-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 1 N 15 Ft to 30 Ft 0. 33 0. 23 0.59 0. 28 0. 26 0. 50 0. 30 0.23 0. 45 Bars "B" 1 -4 clr. TOP SLAB TYPICAL SECTIO\ I 0 Ft to 15 Ft 0. 23 0.15 0. 33 0. 21 0. 17 0.28 0.19 0.19 0. 25 o TYPE 2 TOP SLAB " A" TOP SLAB " B " TOP SLAB " B " 15 Ft to 30 Ft 0. 36 0. 15 0.65 0. 30 0.17 0. 55 0.30 0.19 0. 49 0 2 Na 3 HOOPS 2" CLR. OVER PIPE BLOCKOUTS BETWEEN BLOCKOUT AND TOP OF SECTION. COVERDEPTH vi w 'C' Bars- 2 NO. 5 HOOPS 2" CLR. OF TOP OF MH BARREL ) REQ'D. FOR LESS THAN 2'-O" CLR. o 0 96 " 0 Manhole Section NOTE: MAX. LONG. BAR SPACING IS 12" C. - C. 6 to 12 4 - 0 to 7 - 0 7 - 1 to 22 - 0 o INVERT TO IN = 8. 0" TW = 9. 0" TW = 9. 75" Size T " A " Bars " B " Bars T " A" Bars " B " Bars T " A" Bars " B " 3ars 1 STREET GRADE OUTSIDE INSIDE . ON CTR. OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. 60 " " No. 5 @ 712" /No. 5 @ 712' 12" 9" " 9" 8 / No. 5@No. 5@9 12 No. 5@9 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 °' 84" 11 " No. 5 @ 7" No. 5 @ 7" 1 2" No.5 @ 6" No. 5 @ 6" 12" No. 6 @ 6" No. 5 @ 7" .c 0 Ft to 15 Ft 0.26 0. 17 0. 34 0.22 0. 19 0. 30 0. 20 0.21 0. 28 TYPE 2 „ 15 Ft to 30 Ft 0. 43 0. 17 0. 82 0. 37 0. 19 0. 70 0. 34 0. 21 0.63 96 " 12 " No.5 @ 6" No.5 @ 6" 12" No. 5 @ 6" No. 5 @ 6" 14" No. 6 @ 6" No. 5 @ 6 E '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. U' - PROVIDE MIN. LONGITUD. REINF. AS SHOWN, 1" CLR. OF AREAS ARE IN2/FT OF CIRCUMFERENCE AND MAY BE " " " " " " " INSIDE AND OUTSIDE FACES, OR AT CENTER OF WALL WELDED WIRE FABRIC, BARS OR A COMBINATION OF BOTH. 120 N /A N /A N /A 1 2 N o. 6 @ 7 N 0.6 @ 7 16 N 0. 7 @ 8 N 0. 7 @ 8 z LARGE PRECAST CONCRETE MANHOLE- LARGE PRECAST CONCRETE MANHOLE LONG. BASE SECTION RE INF. TOP SLABS v CleanWater\ Services CleanWater Services H- E D A V1�� I\ G N 0. 200 REVISED 12-06 Our commitment is clear. D A WI \ G \ 0. 220 REVISED 12-06 Our commitment is clear. 1 - a) _k j NOTICE AMB PitOfF - - - __ Murra Smith&Associates Inc. SHEET O DESIGNED ty��'�7940�� / _ - _ �� HCM DRAWN I = - - En ineerS/Planners CleanWater Services CML DETAILS - 7 C- I °- IF THIS BAR DOES _ Our commitment is clear. v xl NOT MEASURE 1• AS ! "O ,o0 �Q = _ = = = 121 S.w. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION 0 THEN DDRAWING IS CHECKED �FtM f"'1��c� Portland, Oregon 97204 FAX 503-225-9022 NOTBAR g AND FORCE MAIN PROJECT NO. 6631 34 of 89 • NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14-I61 1.204 I SCALE: AS SHOWN I DATE: DECEMBER 2015 I 3/4" SQUARE A A B B STANDARD CAST IRON NON—SHRINK GROUT I / A ElFRAME AND COVER DRAWING N0. 510 I LI ❑ V NOB STANDARD MANHOLE Mill= Y 0 Ma y C -s - C v GRADE RING a ❑ A ADO' – . D e 7 I�♦ ' a A— i � 1� A • e Dp ` P D � o Q • 4. 4" a D e • a. `e > p`6D � e • 0 MIN. j D D D ° 6 . \ 1 eo''�� .° v re \ FINISH GRADE /1 '� ` 'v � ,,, a I ♦s. a0 0 • V e D •• • c o oat • 4 , o, WATERTIGHT PIPE PLUG 9 7/8" L a . age " G �° ... WITH STOPSo 10" ►-� 0 pea. • c °0° �° •.4010CA. – T v) v uve ° 7 oe ••o Qa ^ - - - - - - — I O a •0 q V ` r III\ i • p o / - ° • o' 7to°°' PROVIDE 3/4"-0 FOR A I I 6" SECTION B — B I a 2" MIN. CLEARANCE '°` °aev b 0 o Q' I o , e��< .a oa Do MINIMUM OF 6" AROUND AA li : ihiii, N b, o /� a °. . o o a °° •v eed CLEANOUT 6" ~ o t. p IV] j__ ___ 1 �Y poo ' MIN. /� I9Q \ x•40 ! °° v a 8 •a e 0. ' �-+ 18 �j COOC Dp°♦ �' Ad e/ ' te p,,° 4ev - °O.- 1" MIN. OVERLAP �a° a 11 ° SECTION A — A Ln / % Z c c O ` a • o a °� ♦ o ,d • C ro , ♦a - u 0 ... \ 401#0° • - o 0 NOTES: \ co oL. ---- I\ \ ♦ :1> a . 1. Y4" ALLEN HEAD BOLTS S ° 1" LONG RECESSED. a 4a D°° • a a4 a ea: v°�\ N. . a" ° 2. ALL PERMANENT CLEANOUTS '.°o dDg. % °e Dooms° • `• A • ° o ` TO HAVE BOLT DOWN COVERS. fl/f 0 o aC" e 0 ° p ° O.• 4.° t, 13a• "p ° ••e 0 c •°4 °e••�. D D ! 1••.4' a c . ne anQ D e• . o vi oa .174„.„ ?a•b °Qoao a paoad VO o c c 3. MATERIAL SHALL BE GRAY o, CAST–IRON, ASTM A-48, ' I ° CLASS 30. p" o D p \ (� 0, O nr° 6" I 0a vers 11.4 v O -CC 11 de v v4 DO a s •. - p , '.:1 V , d' ra:0v ioomnO D • L� Q • Cp •• .� Q p`Oer po •. p40. ` ON wa O o. . ..al od d • 4. • .a . .. . •. pd • 4• . -4 .. . p c o aDOov anV b v e\ .b ° P o D 4 a 4 D o ° D G O C e 0 ° c ° ya.• de oav °• 4\vend • • a • .o. _ .d • o • - '.d Dr 1a as i� e4< QD A CONCRETE ENCASED . 3/4"-0 BOTTOM OF WYE 3/4"—0 fi FOR PLASTIC PIPE I trssSS1wa'a4 NOTE:ci CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE DETAIL Li_ 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 z CLEANOUT FRAME a co STANDARD CLEANOUT \\ CleanWater Services AND COVER CleanWater Services 45 DRAWING NO. 500 REVISED 12-06 Our commitment is clear. DRAWING NO. 510 REVISED 12-06 Our commitment is clear. 1 up i , — NOTICE AMB _ — _ _ Tn(� SHEET 0 3i 1 DESIGNED 4etetititte•+ _ _ _ _ = Murray Smith&Associates,lllc, \ °_ HCM 79407 - _ - - - r CleanWater \ Services CML DETAILS - 8 L DRAWN - Engineers/Planners c 1 8 110f, — — — c_ IF THIS BAR DOES " + _ _ _ - - — = Our commitment is clear. xi NOT MEASURE 1° AS �9� ✓t/ 100 4Q = _ _ = — - 121 SI. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION o o- THENDRAWING TTO SCALES CHECKED F4M. G'tt' Portland, Oregon 97204 FAX 503-225-9022 BAR AND FORCE MAIN PROJECT NO. 6631 35 of 89 c� 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 cli :1 • Q HEAT TAPE JUNCTION BOX & MOLDED FIBERGLASS ENCLOSURE, THERMOSTAT INSTALL ACCORDING TO MANUFACTURER INSTRUCTIONS. \\\\::::::*, SECURE TO PAD WITH STAINLESSSTRAINER STEEL ANCHOR BOLTS. REDUCED PRESSURE o BACKFLOW PREVENTER 0 (- SANITARY I PIPE SLEEVE, TYP I CAL Y 84" MINI MUM (TYP I CAL) ---•-- • 6" THICK CONCRETE Q . h. 23/4"4- 2" PAD, WIRE MESH (6" 2" [ PAD, REINFORCED 7/8" W,,/ si i is s , i A 1� r in T IA KOMM. 1 Lu Lu a_ a ELECTRICAL CONDUIT Mar o I 22" >- 1— , cNi Q 3'-O" MINIMUM BURY 27„ 0 ct z I " DIAMETER WATER SERVICE �) ) �� 25„ — I� CO b- ( 1 ' rn — I c=i� c~i� ci , ' 6" OF 3/4" M I NUS CRUSHED TO YARD HYDRANT Q j ROCK, COMPACTED TO 95% 3" 7" MAXIMUM DRY DENSITY (STD vi �/ PROCTOR w 1 1/2" i// /////, 11 . ) o cLio 'k.. 23" 24-1/2" 31" is, NOTE: i a) I . WRAP EXPOSED WATER PIPE WITH HEAT TAPE AND PVC COATED PIPE INSULATION. i Q NOTES: i 1 . SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS w 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. c 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. my' 4. NOTCH LID FOR LIFTING HOOK. L SUBURBAN AND STANDARD Z REDUCED PRESSURE MANHOLE FRAME AND COVER CleanWater Services BACKFLOW PREVENTER CleanWater Services DRAWING NO. 110 SANITARY REVISED 12-06 Our commitment is clear. Our commitment is clear. DRAWING NO. 101 I REV I SED 12-03 1 NOTICE DESIGNED 40 NRDitFr% = _= __ — MurraySmith&Associates Inc. SHEDS O ty 4+79407 �y' = _ _ — t� HCM _ _ _ _ _ = Engineers/Planners CleanWater Services CML DETAILS - 9 C_ 9 iie IF THIS BAR DOES DRAWN �i ( = _ _ — _ = Our commitment is clear. xI NOT MEASURE 1" AS 9, .•°E 10P° y4, - - _- _ -_= — - 121 SI. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION o THEN DRAWING IS CHECKED Cr c.. Portland, Oregon 97204 FAX 503-225-9022 ii- NOT TO SCALE M. g AND FORCE MAIN PROJECT NO. 6631 36 of 89 c7 NO. DATE BY REVISION RENEWS 12-31-15 PROJECT NO.: 14-161 1.204 1 SCALE: AS SHOWN I DATE: DECEMBER 2015 / /, -- - - - - - - - - - - - PLANT MATERIALS LEGEND / SCIENTIFIC �/ \\ SYMBOL (QUA SNZETY) COMMON NAMEAME / RFCEI1/EQ /' \ \\ TREES fl Fr s 02015 \ / ! / I ��i�i ,. \\ \\\ CITY OFTIGARD B a 4 \\ BUILDING DIVISION a ! \ // 4 v �i v. ° a N I \ \ \ (8) Acer ,! a �,_ g a A. �� \ \\ 8 5-6' VINE MAPLE t(CLUMPING) \ / a i � v �.r a. via � � _ \ :: N----,1111115 (41) Mahonia aquifolium Compacta 1- ---�-- \ c _ 127 s 1 :\ \ \ \ p (5) 5-6' Crtensis 'Pendula' j��'f! /I � O '' 1�.� > �I���.uYuL�l.}v•S�\\ti�•rlhl►v :� \ 0�+gi'�Nst4 43 / l / u:.�'.4 ��'•%?{�.:�:�..-•'s•.,: \ \ WEEPING ALASKA CEDAR (6) Rosa rugosa 'Robusta' �, 11;4 I , /�etaIII t� :�, i fpit, I — \ / ;'!�w .«��a. •+� 101,1_:.:11:11 1•v �� — � ri (46) Mahonia aquifolium 'Compacta'- \e't4 �' \ \ rob E 2 Chaemac aris nootkatensis Pendu/a' �- (12) Mahonia aquifolium w r Oliva .li r \ r0. �-< _ ,� At 1 5 I Rhamnus purshiana / II •'�-` I ;Italy ,. . , \ ,.. r I CAL ! PER CASCARA (3) Chamaecyparis nootkatensis I<_ ; c � ►�'t c, \ \ t 4` I �i r�,� itnil.1 ,� (18) Mahonia aquifolium o / 41/ t- (1) Acer circinatumVT 1111111,40rt k ,O,„(...A,..44 . „,,,,,,, :sibr ' o �,lot.., s �_t,i; -7111 I \ : " it .4 I (4) Rosa rugosa Robusta ...-.0140 r" i: ,•y '".A) 4 '.Q,p►, / s`, i ;�isiti it; i GRAVEL �\ •�� , % \ \ / Its rez. as I �� � �, i \ ! {'� �A�1 I \\(2) Acer circinatum (21) Ribes sanguineum / // 41 fit % i.4 a; t� - ,.. ';4f \\ � �� I .• N I iip 1 `;PI'•u'1r _ i \ 11 ` I'`i: '�' '► (1) Lonicera involucrata _ (6) 6'-7' Thuya p/icato ��� • �A i i (3) Ribes songuineum I teeeinc,_ , \ _ _ WESTERN RED CEDAR in �j I RR I GAT I ON CONTROLLER, NM � ' ;11, all ��,; __ ► (15) Symphoricarpos. alba �s , �� (2) Ho%discus discolor (3) Rhamnus purshiana /i - ` - SEE NOTE I ■ 41/4 �% \ ro i� �a0 Vit•,.: / / (13) Symphoricarpos a/ba '�i t.,, \\ _ _grill .his ®��� 1 'p-t,ejd !•.. _ `" (23) Mahonia aquifolium �`-�% "�� � s (3) Lonicera involucrata p, (5) Mahonia aquifolium � �� i `', \NN - SHRUBS s.�,A� 1�:• ^`5 5 Mahonia auifo/ium tri ..„5 , I.1;� T�� \ © ,� .Ai *Sr-- O 9 (4) Mahonia aquifolium „t l t� l v �r �� ``,. (2) Mahonia oquifo/ium _ 1 - ^9 r .�` �. a�\ J ��•i- I•,.oma_. ��- • \ �, / — o, (5) Lonicera invo/ucrata rvIASee ` .i gti..s.„. �i! ��`?-s-c ,..ti�{�• „ ,..,__. _..,.,,,i1•.„,..��.+^I'•'v�i. w-.- . \ y ;' i •�\t_ _, il �i�1a\� - , \ _ 491 (27) Ho%discus discolor e 4, Iottit .a I y14,,.04PA•I�.:'• ,` t:.t.`,•i{�� iGltreAN �N L-1 X151. . n r k404 •. •get0 ,�. r { \ ' ;fi .3,t,:h�2aiC•�><•,,.. ,,,., - ....•, . 11, •t���"�t tr.. o.� . ,... r, .� �. �.,'ti,��.t.S�!.> '40 4,, ,” .. .` sive .� 5 GALLON OCEANSPRAY -o �!� (� i. igN •sloe .• 6 . rip (3) Ribes sanuineum ► c .'.'.'.'�`/ � .leurr��_ � � �� meads �' �i. � � _ � �IQ _ �� 4 I \\ _ - - .•� (28) Lonicero invo/ucrata o (3) Ho%discus disco/or / A� • • d a. "� �i I, ,� \ d , ,,,. re / 0 I GALLON TWINBERRY ► �. . �. 4��/�� �,� vt _ ., \ • sly �I' L �1 � C�% _ I �� �,� ?' ► � aJ'�Y � — — �-�. —._ _ ";� e��>�.'\ — — 2 S horicar os alba - - — — N • ;Ate L.Q i . .... . . . . _ I� .I� ' � _� +� (86) Mahonia aquifolium `� ►`- ► ► o � � vs 4. . „s —' SEEDING .._ •_ ��-_ :�;I! / I GALLON OREGON GRAPE (16) Symphoricarpos alba / �'��a�Y!�®sa w �.� --� - ,y - -. . - ring, IN 414 '�, _ _ (4) Lonicera in vo/ucrata _ _ _ Co �.'. . . . �; ,� • 1 . . . -- •• �,. ,�•. .'. C�.'.'.'.'.'.'.'. . . s� ,1.4 %���)41. i •+ -"201. -• - - -- - - 0 (87) Mahonia aquifolium Compacta . ._. . -w. -SEEDING . . : -...� �- 1 / . ► :� s ! .e • 6 I `s i' - i _ - 2 GALLON COMPACT OREGON GRAPE /.' a ,. ��. ��1yi�. . . . . • �i'�,w.�'. . . _ `�� �:� �, IIr.O v._ ``� =l _ .(6) Thuja plicata _ _ (4) Mahonia aquifolium . .�'.' Pry .. i •v .r .. .r -�-. M . . — 4as l l,i- ,i , , _�.t: 7 t - - - q 1 ./•. . . "S �le_ 7 ® c�i =2'3r. . : . .' �A� yam... sib j. , (37) Ribes songuineum �' / i� I SEEDING ! as��l��! s'� mow• `'' Q i / �;�, OST, .�. . w : �_;� - i - I GALLON FLOWERING CURRANT • •�,am... .4__ • ��,. ._ • • - d� '� ' Thta"saralt� ro � i7 Phoricarpos alba 0 ;a-;> i•P�.��� ��„ �e, �►�..,. �� �- �d . � +�`-. \` I0 Rosa rugosa Robusta' o (2) Ribes songuineum OS ` ii �'~ dkalltal►•'t 10s .. ,S •.• . . . -.4.700.„ , . - -(y)Spiraea doug/asi 2 GALLON ROBUSTA ROSE �� '" /gyp elAtte'''. e. .. Ore Nfir �- `�. / \ (8) Ho%discus disco/ori ( )( ) ymp P II OJ4 novo �. . "DA � .�� ' -- \` I 1 I GALLON DOUGLAS SPIREA 20 S horicar os a/ba11% � � _ i� � >�� UFF R_ .i �,��� ,�. . . . . % -��� /� I►l�t�iilr. ` / s�..� ( 178) Symphoricarpos alba / �' �.p !r.' +mss ! Q . " 1001 o �y '.�. _ R PERTY I O�.g r , t114 ' `. wo f � `�,J ,�. / PROPERTY L NE I GALLON SNOWBERRY ._ (1) Ho/odiscus discolor cV / // / i ppo- tit ons / ig �•• (2) Rhamnus urshiana o `� .�,�i: - SEEDING 0 / / / / ` .r, I \ \ -, P 2 / / / / /Or I _ __ -- -- - - - - -. 220 (3) Ribes sanguineum HOBBS AND HOPK INS COMPANION Y4 SECTION LINE, / ` - // / �i / / '� SEED MIX 5-7 LBS/1 ,000 SQ FT, 2S I W SECTI ON 06 / - _ _ _ _ / / / / o / - - - - _ _ _ N \ \ (13) Mahonia aquifolium 3,780 SQ FT TO BE SEEDED / �/ / // `�� ,� - VEGETATED CORRIDOR BOUNDARY _ \\ \\ i (4) Spiraea doug/asi (30) Spiraea doug/asi (13) Ho%discus disco/or (15) Lonicera invo/ucrata REFERENCE ONLY NOT APPROVED WITH THIS PERMIT co 7 (16) Spiraea douglas; (5) Ribes sanguineum NOTES: Gretchen Vadnais (50) Symphoricarpos alba landscape architects , (40) Symphoricarpos alba I . WALL MOUNT I RR I GAT I ON CONTROLLER I N I. I. c. U - (5) Acer circinatum WEATHERPROOF CAB I NET, SEE ° PLAN SPEC I F I CAT I ONS AND DETAIL 4, SHEET L-3. 12115 nw old quarry road 1 o SCALE: I "= 10' 2. I RR I GAT I ON SYSTEM TO BE DESIGNED BY portland, or 97229 i CONTRACTOR, SEE SPECIFICATIONS. tel: 503.646.3517 a fax: 503.288.9343 TsL o NOTICE GV GIST +' SHEET h , — , _ . _ Murray Smith&Associates,Inc. . DESIGNED o 6_ iii AMBediC7,0).;..c, S —�SW - _ Engine �rS/PlanIl�CSleanWater Services LANDSCAPING PLAN L_ I DRAWN t., en Vadnais ;i __ IF THIS BAR DOES EGON a oL Our commitment is clear. E NOT MEASURE 1', AS at C O E� 121 $.R. Salmon, THEN DRAWING IS CHECKED e�is�ez e. T �� Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION 6 NOT TO SCALE Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 87 of 89 j NO. DATE BY REVISION PROJECT NO.: 14-161 1.204 ' SCALE: AS SHOWN ' DATE DECEMBER 2015 / - - - - - - ____ ____ _ ___ _ ____ _ ______ PLANT MATERIALS LEGEND / // // ��� \\ SYMBOL (4UStIZET I TY) COMMON NSCIENTIFIC MENAME / / i \ .�__/ f� �\ \\ TREES / / /� s 0 RECEIVED / ° \ \ (8) 5-6' Acer circinatum DEC 3 0 2015 o _l �/ 4 �� ° d . �N°6 �\ \ \\ VINE MAPLE CLUMPING \ . � ° �/ ° tf z- � a . a\ a � - \i. a °. ° y \\ ( �ITYOFTIGARD � \ ° \ \ a ° a� a �/ /C\ /\, \ BUILDING DIVISION (41) Mahonia aquifolium 'Compacta' . ,4 \ / \\ /i . ' \\ // \ //:/// �j \ 24 0 \ \ \ _ _ \ \ (5) 5-6' Chaemacyparis nootkatensis 'Pendulo' ♦�$O� ere. :.- e ,. %z �;.c• a a. • r L., .- \ 0 WEEPING ALASKA CEDAR rev / 1 / i' .4 K• I� +ip0 a, wt",l�-voice-4�;T��. 1 ;mew \ (6) Rosa rugosa Robusta W, 1 " ; {:t!; .+ • \ ;'L �F I \ - i' toss'L. '� \ 1 { As a#int, I - - - / w • — _ _ `tivo� (46) Mahonia aquifo/ium 'Compacta' +„fl;.,, v�raw #0,111"1 le \ +1 •Kn I -� �►' h,\•t�; II+ \ - -5 1 (2) Chaemacyparls nootkatensis 'Pendula' _ , \ ?*4J4 Rhamnus urshiano (12) Mohona aquifolium \ \ 'CiJ 4-ts la \ \ 1 CL I PER• .fir ►� (3) Chamaecyparls nootkatensis to il �` � • \\ \\ 1I %I II \ (18) Mahonia aquifolium illitirlisk cti**:retepillii (1) Acer circinatum -(104.Villy I \ 1CI7 I \ (4) Rosa rugosa Robusta . I'n 'tClintih �t� �.` / jjr!i4:dgite r""`- t r�1�i • ,�; GRAVEL \\ s orlon 1 \ \ CL C �`* r1�CO •;`;.� N{ +7 �' 2 Acer circinatum (21) Ribes sangulneum iCO k 40 1 ' e ..C�s�- ie. f \ C �, ti alb••+�, \ I ;; � �' (6) 6'-7' Thuja plicata �; w f .�, •,;� _ (1) Lon/cera involucrataill Lo e��a 110041 .i � 1 I •„��0 �� _ WESTERN RED CEDAR / / (3) Ribes songuineum IMN INIINal ��;,+, , \ __ -�� i�t• �,� IRRIGATION CONTROLLER, ph , 1 '4 (2) Ho%discus disco/or o �Tt 6' (15) Symphor/carpos a/ba ;;; (3) Rhamnus purshiana / a� r1t. `• SEE NOTE I „, •,r, / ®i� ���i�a� %'i / (13) Symphoricarpos a/ba !��,r%�r�;: \\ \di - - _ _ N (23) q .,, „ cI,.. / / (3) Lonlcera involucrata (5) Mahonia„a /4 4, \ \ SHRUBS Mahonia aquifolium �`� `_1 ► i quifolium �'pe \ yr r l �,aS ,;fit.ul 5 Mahonia auifo/ium , %, \Q��j ��` `A x`4, + O 9 (4) Mohonia aquifo/ium `\`.+i N. • � o Muirfl -` \, . , i>;`. .► c `.'v (2) Mahonia aquifolium - p,. (5) Lonicera involucrata N - �. r� ' :�� o, �r,�yf..�. ..��+�a�.`;.�.��..!., .;�`..,,�,�, ir�:�`:•�- �. :-- '., �. ,. �__.. _,�.�.. . -.. :,����`•,.�+.e b'.v,, �-.7_,...i \ _ 0 (27) Ho%discus discolor -D '7” ;2 :' o °.,:+5`� Ast-v._„7.tih!^on,1 i:: ,ree 'X,:4,414-As• •!•,��.`,.�.�., .ib• pn�,'�%. e, .rozA•_>:..-- _` 0 „ lt. .� 5 GALLON OCEANSPRAY i1�1 - _ Pa _ ` k• �. I (3) Ribes sanuineum - `�!yl►'•'`i. .. . di fl '- er T '7.}.•4 1.1�i�le • -. ��•�Io`.•,rv!i%1 �(�L 05 'y 6 A�1��wevelinhvtiOtom' ,A0 �,) - °�g� ► , •t�•'-� toss a pp qy, • •-•-� rallr ' a I \N. - 28 Lonicera involucrata 0 3 Ho%discus disco/or a f .'. 7/114149,04W44144411%, .•v ♦. �{i o . . . . s - b• i "'� 1 ON ! Iq /f �.� \. . . . 'qjT �r . . i �� - / Ill I GALLON TWINBERRY o PRIVYSiNitc.'.o � a _ 4)e Ott- "�' 3!�,� 4 e1�>s. ►- (2) S Phoricorpos alba - - - _ _ it' �, l% t. • • d • • ' "° �el •+-�' 86 Mahonia aquifolium N aitAt 90 0 i0 r) - •���° -- Mme, 1 : �.SEEDING .__ , g ,. �1! / I GALLON OREGON GRAPE 1 (16) Symphor/carpos alba / ._y . . 'w� Y-awee . .�. . . -.-/ m . . . . . . . -r:,c: ' _,ip 1 f .l 'V .l _ _ _-(4) Lonicera in volucrata c t•OtiV '-'.'.'. . - . 1 . t d �) '� (87) Mahonia aquifolium Com actor i 41 ,4. • • • • • - ' • • • ► �� -•-SEEDING • 0• . 1e ri—N l '� / 2 GALLON COMPACT OREGON GRAPE /• a ,�� t,+�&�j�.'. . . .:•• �'a�%,.►.�':!�► -��! *PA ci% o - -- - �. ./ ��'�� a��V��si'it�.•. . . . .�'� ^ � , P�; Awl” bvet-,{t �:_ (6) Thuja plicata _ - -- In (4) Mahonia aquifolium 1 .i jirSintlirsiiiparvyalliptirH1 t �h a ® ' . . gr . . cv, r-,23i- ".' ,sA ate.i s refit ;' .ei.- r� (37) Ribes songuineum / SEEDI4.NG ., a�`d9��! �i `'.ate !e-��� .~y C.'.'.'.'. s. �4 - i - Q I GALLON FLOWERING CURRANT e. „ it / - • . _ ��� d� � ,1 �?s + '�' .ak ,O f .t P_horicarpos a/ba i �,� ® r tf� ► ��seo � 8�:q�w � i - � R _,_ ._, xa . . �i _ - ( 10) Rosa rugosa Robusta' a (2) Ribes sangulneum �� , �; ��,= �te. v.--A;...m m� _ � 7.11111101 fg)Spiraea douqlase 2 GALLON ROBUSTA ROSE Q ` Ifs +,i„„, ..� _ ..��' E� Stl.s. tote 0 / ro,lir y �” 40, .4 ...-a.„17 EK • '�`'�, < \ is 3�, 'E (55) Spiraea douglasi ,� '�'o ;v!► _ 7taro,...04, ,,,,:g \ \ (8) Ho%discus disco/or A Pt A(20) Symphoricarpos alba �� � . rf i,51 �,r,.,-:�.\ ,bUFFFR �` , I I GALLON DOUGL S S RE�.�il; l ' —.�<;� �' s1% ►l��ia` 1 ��Te(e ( 178) Symphor/carpos alba ` 'tl . , PROPERTY LINE O I GALLON SNOWBERRY (1) Ho%discus discolor / �`) / / / / `' _'Amer ir4/ y �' � �. •.� \ SEEDING z / /! / �' 4;it i �—/ \\\ \\ \\\ (2) Rhamnus purshiana o / - ' - \ 2a� (3) Ribes sanguineum HOBBS AND HOPK I NS COMPANION Y4 SECTION LINE, / / / / / ,I, \ \\ \ \ \ a, _ /- / - SEED M i X 5-7 LBS/I ,000 SQ FT, 2S I W SECTION 06 / i/. / / o - // / - / �� - _ _ - _ _ _ - - _ _ _ _ _ \ •\\ •\ \ -\ \ (13) Mahonia aquifolium 3,780 SQ FT TO BE SEEDED > / �/ // �/ �� // // VEGETATED CORR I DOR BOUNDARY \ \ \ \\ \ \ \\\\ / (30) Spiraea douglasi (4) Spiraea douq/as! REFERENCE ONLY (15) Lonicera involucrata (13) Ho%discus disco/or NOT APPROVED WITH THIS PERMIT co (5) Ribes sangulneum (16) Spiraea douglasi NOTES: Gretchen Vadnais (50) Symphor/carpos albaIdndsCape architects , (40) Symphoricorpos a/ba I . WALL MOUNT I RR I GAT I ON CONTROLLER I N I. I. c. U .o (5) Acer circinatum WEATHERPROOF CAB I NET, SEE o PLAN N SPEC I F I CAT I ONS AND DETAIL 4, SHEET L-3. 12115 nw old quarry road I o SCALE: I "= 10' _ 2. I RR I GAT I ON SYSTEM TO BE DESIGNED BY portland, or 97229 i CONTRACTOR, SEE SPECIFICATIONS. tel: 503.646.3517 a fax: 503.288.9343 o - - CL SHEET E GV o NOTICE DESIGNED 'SG 'to e� S Fa Smith&Assoaates mc. — AMB g - i `S= �CleanWater Services LANDSCAPING PLAN L— DRAWN Gr t,., V°a,nte E ;a _= Eng�eers�Pla�ners nt is clear. o INNOT'4IME BAR E° As r ES EGON �; - g E 1215.11. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NOROur TH PUMP STATION THEN DRAWING IS CHECKED 6/tat01, �~ S ... a NOT TO SCALE C A Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 87 of 89 j NO. DATE BY REVISION PROJECT NO.: 14-161 1.204 ' SCALE: AS SHOWN ' DATE: DECEMBER 2015 / — — - - - - - - - -- - - - - - PLANT MATERIALS LEGEND / / / / / / �, \\ SYMBOL (QUANTITY)SZECOMMON NAME / �� \ �� TREES \ / /8 a RECEIVED a a \ , (8) 5-6' Acer circinatum DEC 3 0 2015 o �� a /, 4 4 /� a 4 n \Q� �\ \\ �\ VINE MAPLE (CLUMPING) CIT1`OFTP / a it v --el- 4 -gam a 'N� Q v / \� iwie• aA N N a a o,; Q aA \ Will, / BUILDINGDIVI ON (41) Mahonia aqu%fo/%um 'Compacta' / l / - X /�\ /// l0�j 24. ier $p./I •----� ti�i `:r�_r�,:�:=- _.r_,/::i,, . , rs... _ a _ _ 1 \\ \\ N (5) 5-6' Chaemacyparis nootkatensis 'Pendu/a' rid& W4441}y I / %x•1.4 '�� le •e�'•' • •� WEEPING ALASKA CEDAR 4n;, ., I / •w;►a • k� C ��f- °3 - -4 _ 4414 - a, (6) Rosa rugosa 'Robusta' a >p I / ,!fit`f�4 •�� i.. \ 154 wk. its Vs� / ,,, sea��e•��s>h I,,Ire\ — r 1Vrer,"� (46) Mahonia aquifolium Compacta C;61,411!" ,41 1 the i. \ i�� lSt 4n I ov ,Ig,�, _ h{ki ,�;' ., \ (2) Chaemacyparis nootkatensis Pendula F- (12) Mahonia aquifolium / K! AS r-sCih� •1. \ \ re �o',; ` - - - 11 `' ' 5 1 Rhamnus purshiana �,� n 1 • / �',♦ \ ? `4 I CAL I PER CASCARA 1 ,l � {j. _ Hifi ).r, \ \ tai I \ (3) Chomaecyparis nootkatensis �'' +ill '` � %I; a1 N\ \\ I \Cf) / , ,F „qtr • }41 fa• (18) Mahonia aquifolium o if A*1i F- 1 Acer circinatum �'/� „�a.,e, ,T� I; t� abi r \ O = I \ . � I (4) Rosa rugosa 'Robusta' �r i w ..�. ��” GRAVEL \ �00'91 I \ \ \ / ♦ siva-fi. ���% ai �s ,4 \ 1 4 1 is ��i Ne. \ .r w A' (2) Acer circinatum co (21) Ribes sanguineum �'' Y. o 1 \ 1 / ,..._..s.2: � .r'�. ��1 I ;,: . �' \ (6) 6 -7 Thuja plicata �:iw acolst4a (1) Lonicera invofucrata1111 lo,) .'•,;I;a: — 1 I „��O �� _ _ WESTERN RED CEDAR • OO / / (3) Ribes sanguineum ,+, , _- la 1 RR I GAT I ON CONTROLLER, ma I' �1� � (2) HO/odiscus discolor o ,a ���; ! 4 (15) Symphoricarpos alba ;:. cv (3) Rhamnus purshiana / �t. a.,• SEE NOTE I ■ „, {%�w ro sibs- -w,r �aO L��. / (13) Symphoricarpos alba :�r ,'�s7:'/ - pis .,®�� ,,�, te.� . / e. rlor N (23) Mahonia aquifolium yr ` ` � a ,c-{11 / (3) Lonicera invo/ucrata (5) Mahoma aquifolium ,� �� � _0- ,,k),,_ pits >lfjs .40 Evil ,i,,,4: \ SHRUBS ©riii.•►�trak 4 (5) Mahonia aquifolium (4) Mahonia aquifolium '�; �,t / � • 2 Mahonio aquifolium p (5) Lonicera lnvolucroto 'V 1' �• „ V\1 i�;►:�\sj191•`j�ri`�{�:!`'ia1` ����. !!hit.•:. fir+i ...r-C is- \ a.. . t�� �. `t �, ��_;_1 � _ (27) Hood%SCUS discolor -p �e�� 0740414 :•��bw.r•LiC!.i����.1I) _+.►_.-�;��,�I�1.`•yi1'•♦ • [�'r�t�r,- \�i-•1�;1�`)\ 1�Y1�•`•.�•1, � _4 ? ♦ ��� .•TI'S ;♦�� • .1�:`- -•ol V ���. �� I \ 3 Ribes SORU/neUm es: _ �� fl ., V L ��eC.l'..�a., \,ti,��t,nh.��•:Yi(I,i�`!•.;, i1n,'!,���..•!b�.`...,, .� . • tt i O0 5 GALLON OCEANSPRAY 1 � .'.'.'.'�`.:/a... lir ' 'Oi O �► p �R� "'�: ' ��` ��4I - _ _ _ - -- - - (28) LoniceraInvolucrata o (3) Ho%discus disco%r / ► �� �� i$..��' \ 3,;���t•� `� der I N O I GALLON TWINBERRY I ����'"� �1 y: �� / J' TWI •_••_ �_�. `-.' ... �►� lli� �.� 4111 ! � (2) Symphoricarpos alba-- -.",--- _--z-::"_ __ �, - ' l� s �1.. ,, f . . . . j _ /► . . . . . . �� s � � - (86) Mahonia aquifolium ►' ► I X10 �% O „m SEED I NG.•:-:^. � Lw �t1 (16) Symphoricorpos o/bo / � ��� is�v � ! • •� - � O 's _ . - • � � �� - � ��� --a;� � � I GALLON OREGON GRAPE is,�® . . !t!a : . . . : : -rbc- ' _,,:iO! it �' - - (4) Lonicera invo/ucrata __ _ _ _ - 51h. • • • x - f - - - - (87) Mahonia aquifolium Compacta' n.'. . . . 0.�10 �, ._. 1 . . . . art ' - ,O �► !..' i �.. ►._6•�' Iiii / • O � �► �� --SEEDING • O• • . "`�I / 2 GALLON COMPACT OREGON GRAPE , -.../' 0020 ��. T vi�. . . . . .. �p"�,w�►'.O . _ `© � % ��O `'v. w �•:_q - - . (6) Thuja plicata _ _ _Favi O as...L. 'e .r`.. �. . . • • • • *NAILIAIR ,t. w. N *: R�' �/I - - - Mahonia aquifolium `�,Olel ® cv -2'3s.�.'.' te. s.�� �, ; •� •_ (37) Ribes sanguineum rn (4) q 1 ./ . . . sr ! ' / �. i �1 SEED 1 NG - � •� � .QJ�'�! �1i►,��� .e�a�:�, ,... t. . . . . �.', ��d As.er �,►F c'�• w. �_ / ' i - 1 GALLON FLOWERING CURRANT co it_-_, - / • • Sim 0 . ._ 13 ids >i�i i _ ►O 11111"111g1 �; f � �NnP_horicarpos alba t �•w dohl/�s� eon. �� `, omae- - I o i, , r ��s ,*fib. gyw �' - ►...4.: . •- �� 0 ( ) Rosa rugosa Robusta' n 2) Ribes sanguineum ��'�� 4a�:•� �� 11 ,,.� . ry - --(r;ivs, ,� �` T 4,1sam• • _. ip , -- -(5)-Spiraea doug/asl - 2 GALLON ROBUSTA ROSE -. ''elea pi �� / `� !M�"` � �� EK ' ���` .r`: N 3�• (55) Spiraea doug/asi +� r s ., �, (8) Holodiscus discolor ,� 20 S horicar as alba � / +f�Q. �` �,� ��e. 1 GALLON DOUGLAS SPIREA ( ) ymp p r/ l } _ 4 1 ~ 51t o , .UFFF�R , .; 1 u' �,��� � /. .-.7.- tifirl - et 1►l��i In to ..�� ( 78) Symphoricarpos alba �' rte/ !� ' ���Ol ter ' a '. +`'� '111::E''''- - E, PROPERTY L I O I GL N SNOWBERRY / 7/ 4�� ��s/.10 �.;..�r �Irr ' .. �!/ ` .Rr ' I►y lit,`'.� ...ice/ \� — ^ NE AlA 0 SEEDING to (1) Ho%discus discolor ti / / / / fiS d - y ����gtil. , (2) Rhamnus purshiana z / / 5: W % •.� CD / / / / ` ��1, I / / - - - - 220 Y4 SECTION LINE, // / / / ' / // �I - - (3) Ribes sanguineum HOBBS AND HOPK INS COMPANION a- i _ / .� / \ SEED MIX 5-7 LBS/1 ,000 SQ FT, 2S I W SECTION 06 / / / / - / _ �/ �7 , - - - _ _ _ _ - - (13) Mahonia aquifolium 3,780 SQ FT TO BE SEEDED - / / N� // / i � - - - �� � � Er- / 'V // VEGETATED CORRIDOR BOUNDARY >_ / / / // / / , (30) Spiraea douglosi (4) Spiraea doug/as% I (13) Holodiscus disco/or (15) Lonicera invo/ucrata - REFERENCE ONLY NOT APPROVED WITH THIS PERMIT co (16) Spiraea douglasi (5) Ribes sanguineum NOTES: Gretchen Vadnais (50) Syrnphoricarposalba landscape architects , (40) Symphoricar1° alba I . WALL MOUNT I RR I GAT I ON CONTROLLER I N 1. I. c. - U •o (5) Acer circinatum WEATHERPROOF CAB I NET, SEE I PLAN SPEC I F I CAT I ONS AND DETAIL 4, SHEET L-3. 12115 nw old -quarry road o SCALE: I "= 10' 2. I RR I GAT I ON SYSTEM TO BE DESIGNED BY portland, or 97229 - CONTRACTOR, SEE SPECIFICATIONS. tel: 503.646.3517 - O - - fax: 503.288.934377 -- o -NOTICE GV GIST m, `j SHEET �° 0 DESIGNED �! gam Murray Smith&Assoaates,Inc• , . AMB V �,(1 ' � �,' a • �CleanWate� Services LANDSCAPING PLAN _ DRAWN r. Engineers/PlannersL 1 tchen Vadnais ;C 0 - - - - - IF THIS BAR DOES t'' EGONE � - Our commitment is clear. NOT MEASURE �• AS - B. _ E— 1215.11. Salmon, Suite 900 PHONE 503-225-9010 RIVER TERRACE NORTH PUMP STATION THEN DRAWING IS CHECKED 8/18/82 ����� 73 NOT TO SCALE o A Portland, Oregon 97204 FAX 503-225-9022 AND FORCE MAIN PROJECT NO. 6631 87 of 89 j NO. DATE BY REVISION - PROJECT NO.: 14-1611.204 I SCALE: AS SHOWN ' DATE: DECEMBER 2015