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Plans —�-�. Drawing Index Vicinity Map SHEET# DWG# SHEET TITLE SST. PROJECT LOCATION ASTO'IA GENERAL HOOD RIVER 1 G001 TITLE SHEET,VICINITY&LOCATION MAPS&DRAWING INDEX poRrLANDIP 2 G00" ABBREVIATIONS,LEGEND,SYMBOLS AND GENERAL NOTES PENDLETON • TIGARD#� THE DALLES UP TILLAMOOK LA GRANDE ENTERPRISE '.- ‘ CIVL, aterer"iie iiii.. c e 3 C001 OVERALL SITE AND CONTRACTOR'S STAGING AREA PLAN Q ALEM 4 C00' SOLIDS TUNNELS;STA 0+00 TO STA 1+216 c� 5 C003 SOLIDS TUNNELS;111112:1 TO STA 3+140 . WPORT6C004SOLIDS TUNNELS; TO STA 5+507C005CIVIL DETAILS Ia © . PRINEVILLE DURHAM WRRF8C006CIVIL DETAILSII SISTERREND°ND VAL�STRJ_CTURALEUGEN S O L I DS BUILDING 9 S00 i GENERALNOTES, NSPECTION,TESTING SCHEDULE BURNS AND DETAILS ROSEBURG OREGON DRAIN IMPROVEMENTS - ECEIVE CIPP REPAIR GOLD BEACH MEDFORD KLA ATH FALLS LAKEVIEW DEC 1 6 2021 PROJECT N O . 7070 Location Ma 3U, D1ITY®G D'VSROf p ;� p, _ tom'` • !err '.- x • m CITY OF TIGARD �l ' < f. Approved Lxi Contitionally Approved :in: ~� .For onlytheworkas described ' �`�PERMIT NO.pt mlo i - v� Si ! ��See Letter to: Follow OWNER: Attach , CLEAN WATER SERVICES 2550 SW HILLSBORO HWYZ �' C HILLSBORO,OREGON 97123 Job Address: �(,� o SW 8 .QN_ ,.. . .: A - , 503 681-3600 r ( ) By: /�(�(� Date. 1�/(�� ?� TIGARD OR 97224 „ xE ra ENGINEER: .,. ENGINEYJENKS,CONSULTANTS .I 421 SW 6TH AVE SUITE 1000 ` PORTLAND,OR 97204 SITE ADDRESS: alr CLEAN WATER SERVICES DURHAM WRRF 16060 SW 85TH AVENUE c� TIGARD,OR 97224 cr TAX LOT NUMBER: 16580 T t i ,ll`. ti C3VJil�r FIRE DISTRICT: TUALATIN VALLEY FIRE AND RESCUE 503-649-8577 c'�F'S�G I N Eel`Si0 il 11 /18/2 0 21 76443PE m DIGITALLY SIGNED DRN:CEC ORIG 11/18/21 PROJ NAME'. SHEET TITLE: SHEET: 1 OF: 9 OREGON 3 DATE DURHAM WRRF GENERAL 'mac o09 ` �� OSN:DDC OWG#: G001 "� \ SOLIDS BUILDING TITLE SHEET,VICINITYto oATe: 11/18/2021 tigE'C DAV\D THIS BAR IS ONE INCH Services G001 EC CAR:RCS CAD PaE a. G001-CIPP.DWG WHEN DRAWING IS FULL CleanWater DRAIN IMPROVEMENTS AND LOCATION MAPS& PLC#: IE%FIRES: 6/30/20231 SCALE. a. APPD:MDH SCALE: NO SCALE CIPP REPAIR PROJECT DRAWING INDEX cws REV# DATE DRN APPD DESCRIPTgN 2550 SW Hillsboro Hwy. Hillsboro,Oregon g7123-93i 5 7070 ii d PROD#: ABBREVIATIONS LEGEND AND SYMBOLS COTINUED & AND CIPP CURED IN PLACE PIPE HB HOSE BIBB OC ON CENTER T THERMOSTAT @ AT CPLG COUPLING HGL HYDRAULIC GRADE LINE OD OUTSIDE DIAMETER TA TOP OF ASPHALT B X BY CPP CORRUGATED PLASTIC PIPE HORIZ HORIZONTAL OF OUTSIDE FACE/OVERFLOW TBM TEMPORARY BENCH MARK Ank Mk AI q CENTERLINE CPVC CHLORINATED POLYVINYL CHLORIDE HP HIGH POINT,HORSE POWER OPER OPERATOR TC TOP OF CONCRETE,TOP OF CURB NV 74gP C 1417 A I CHANNEL CSTC CRUSHED SURFACING TOP COURSE HPC SODIUM HYPOCHLORITE OPNG OPENING TCE TRICHLOROETHYLENE B B O DIAMETER CT CERAMIC TILE HPS HIGH PRESSURE STEAM ORP OXYGEN REDUCTION POTENTIAL TDH TOTAL DYNAMIC HEAD # NUMBER CU COPPER,CUBIC HR HOUR OS&Y OUTSIDE SCREW&YOKE TEL TELEPHONE M o1 V411, A C A I PROPERTY LINE CW CITY WATER HS HAND SWITCH OSA OUTSIDE AIR T&B TOP AND BOTTOM D ❑ SQUARE CWS CLEAN WATER SERVICES HT HEIGHT TGE TOP OF GRATING ELEVATION L,L STRUCTRUAL ANGLE HDPE HIGH DENSITY POLYETHYLENE P PRESSURE SENSOR TOC TOP OF CONCRETE D DEPTH HW HOT WATER PE PLAIN END,POLYETHYLENE TOS TOP OF STEEL 1 DET DETAIL HWL HIGH WATER LEVEL PERIM PERIMETER TOW TOP OF WALL ® I� DF DIESEL FUEL I I AB ANCHOR BOLT DI DUCTILE IRON PIP PLASTIC IRRIGATION PIPE TYP TYPICAL I 1 ABT ABOUT DIA. DIAMETER ID INSIDE DIAMETER PK POINT KNOWN (` —i AC ASPHALTIC CONCRETE IE INVERT ELEVATION PL PLATE UNO UNLESS NOTED OTHERWISE DIP DUCTILE IRON PIPE ADJ ADJACENT DN DOWN IN INCH PLS PURE LIVE SEED UW UTILITY WATER(NON-POTABLE WATER) AHU AIR HANDLING UNIT DR DRAIN INV INVERT P.O.C. POINT OF CONNECTION ANCH ANCHOR DWS DESIGN WATER SURFACE IPS IRON PIPE SIZE PP POWER POLE VAR VARIES XI AL ALUMINUM PRESS PRESSURE VIF VERIFY IN FIELD SECTION LETTER NW ALUM ALUMINUM E ELECTRIC,EAST JT JOINT PRV PRESSURE REDUCING VALVE VTR,V.T.R. VENT TO ROOF AM• APPROX APPROXIMATE EA EACH PS PUMP STATION VERT VERTICAL �• SECTION SHEET Q APWA AMERICAN PUBLIC WORKS EC END OF CURVE LOCATION L ANGLE,LENGTH PSI POUNDS PER SQUARE INCH EF EACH FACE yy WEST,WATER,WIDTH ASSOCIATION LB POUND PSF POUNDS PER SQUARE FOOT e.g. FOR EXAMPLE LF LINEAL FEET PSS PRESSURIZED SANITARY SEWER WAS WASTE ACTIVATED SLUDGE DETAIL# ARCH. ARCHITECTURALIik EG EXISTING GRADE LP LOW POINT pT POINT W/ WITH ARV AIR RELIEF VALVE ASTM AMERICAN SOCIETY FOR EL,ELEV ELEVATION LPC LOW PRESSURE CONDENSATE PVC POLYVINYL CHLORIDE W/O WITHOUT DETAIL SHEET TESTING AND MATERIALS ELECT ELECTRICAL LPS LOW PRESSURE STEAM PVMT PAVEMENT W.M. •WATER METER LOCATION ATS AUTOMATIC TRANSFER SWITCH ENCL ENCLOSURE LT LEFT PW PLANT WATER,POTABLE WATER FOR ENGINEER OF RECORD LT.WT. LIGHT WEIGHT PVI POINT OF VERTICAL INTERSECTION WRF WATER RECLAMATION FACILITY AVR AIR/VACUUM RELIEF VALVE EP,EOP EDGE OF PAVEMENT LW LOW WATER WS WATER SURFACE MATERIALS LEGEND AWWA AMERICAN WATER WORKS EQ. EQUAL LWL LOW WATER LEVEL R RADIUS WTP WATER TREATMENT PLANT ASSOCIATION EQUIP EQUIPMENT LWS LOW WATER SURFACE RAS RETURN ACTIVATED SLUDGE WW WASTEWATER AWWTF ADVANCED WASTEWATER EW EACH WAY RCP REINFORCED CONCRETE PIPE WWTP WASTEWATER TREATMENT PLANT TREATMENT FACILITY EW/EF EACH WAY EACH FACE MACH MACHINE RD ROAD EARTH OR GRADE MAT'L MATERIAL ,,3°a`o oc GRANULAR FILL E.W.S. EYEWASH/SHOWER RECIRC RECIRCULATION YD YARD (CRUSHED ROCK OR GRAVEL) BC BEGINNING OF CURVE MAX MAXIMUM iI=_jl-111=1 (E),EXIST EXISTING RED REDUCER IIIIIIIIIII ROCK BDR BUILDING DRAIN MB MACHINE BOLT EXP EXPANSION REF REFERENCE B.F. BLIND FLANGE MBR MEMBRANE BIOREACTOR NEW CONCRETE EXT EXTERIOR,EXTENSION REG REGULATOR BFP BACKFLOW PREVENTER MD MEASURE DOWN EXISTING CONCRETE,PRECAST REINF REINFORCING,REINFORCED OR PRESTRESSED CONCRETE BFV BUTTERFLY VALVE FAB FABRICATE MECH MECHANICAL REQ'D REQUIRED BRICK,FACE BLDG BUILDING FB FLAT BAR M METER RJ RESTRAINED JOINT LEGEND AND SYMBOLS / / BM BEAM,BENCHMARK FD FLOOR DRAIN MFR MANUFACTURER RPM REVOLUTIONS PER MINUTE ///' BRICK,COMMON BO BLOWOFF FF FINISHED FLOOR MH MANHOLE BOS BOTTOM OF STEEL FCA FLANGE COUPLING ADAPTER MIN MINIMUM R/W RIGHT OF WAY ///2/ CONCRETE MASONRY UNITS(CMU) BOT BOTTOM FG FINISH GRADE MISC MISCELLANEOUS RIB RAPID INFILTRATION BASIN N CUT STONE OR SAND FILL,GROUT, BS BLACK STEEL FH FLAT HEAD OR FIRE HYDRANT MJ MECHANICAL JOINT RS RAW SEWAGE ARCHITECTURAL SCALES MORTAR,AND PLASTER WOOD,SHEATING,PANELING, BV BALL VALVE FIN FINISH MON. MONUMENT S SEWER,SOUTH,SLOPE,SUBMERGED ENGINEERING SCALES �� DECKING,ETC.H B&S BALL AND SOCKET FL. FLOW LINE MTL METAL SA SAMPLE FLEX FLEXIBLE MWS MAXIMUM WATER SURFACE SE SOUTHEAST,SECONDARY EFFLUENT ° z— 1' z' RIPRAP CC CENTER TO CENTER FLG,FL FLANGE MX MIXER SW SOUTHWEST ° s 10 CHECKERED PLATE CCP CONCRETE CYLINDER PIPE FOB FLAT ON BOTTOM SAN SANITARY SEWER . jjjj/// STEEL(FOR 1"SCALE&LARGER) CCWR CLOSED-LOOP COOLING WATER RETURN FOT FLAT ON TOP N NORTH SCH SCHEDULE CCWS CLOSED-LOOP COOLING WATER SUPPLY FM FORCE MAIN (N) NEW SDR STANDARD DIMENSION RATIO CHK'D CHECKED FRP FIBERGLASS REINFORCED PLASTIC NC NORMALLY CLOSED SEC SECOND GENERAL NOTES CHKR CHECKERED FS FINISHED SURFACE NE NORTHEAST SEW SEWER CI CAST IRON FSS FIBERGLASS STRUCTURAL SHAPE NGVD NATIONAL GEODETIC VERTICAL DATUM SHT SHEET SITE PLANS 1. CIP CAST IN PLACE FT FEET NG NATURAL GAS SMH SANITARY SEWER MANHOLE SCALE:NO SCALE FTG FOOTING 2. CIPP CURED IN PLACE PIPE N.I.C. NOT IN CONTRACT SIM SIMILAR CJ CONSTRUCTION JOINT NO. NUMBER SP SPACE,START POINT 1 PLANS, ENLARGED PLANS CL PIPE CLASS,CENTERLINE G GAS NO NORMALLY OPEN SPEC SPECIFICATIONS A1.01 SCALE: NO SCALE CL2 CHLORINE GI GALVANIZED IRON NOM NOMINAL SQ SQUARE CLR CLEAR,CLEARANCE GS GALVANIZED STEEL NPW NON-POTABLE WATER SS STEP SEWAGE,STAINLESS STEEL A SECTIONS CMU CONCRETE MASONRY UNIT GA GAUGE NRS NON-RISING STEM SSPC SOCIETY FOR PROTECTIVE COATINGS A1.01 SCALE: NO SCALE CMP CORRUGATED METAL PIPE GAL GALLON NST NATIONAL STANDARD THREAD STA STATION CO COMPANY,CLEAN OUT GALV GALVANIZED NTS NOT TO SCALE STL STEEL 1 DETAILS N/A NOT APPLICABLE COL. COLUMN GPH GALLONS PER HOUR STORM,SD STORM DRAIN A1.01 SCALE: NO SCALE GONG CONCRETE GPM GALLONS PER MINUTE STD STANDARD ���Ep POFSi R U\y 0� t,ci 02 CONST CONSTRUCTION GR GRADE,GROUND STRUCT STRUCTURAL � 93889PE CONT CONTINUOUS GV GATE VALVE DIGITALLY SIGNED DRN:CEC al-GE: 11/1B/21 PROD NAME-. SHEET TITLE: SHEET: 2 OF: 9 DWG k: OREGON ,� DURHAM WRRF GENERAL ti PLOT 11/18/2021 ^/ ✓r/h 9 ti0 DSN:DDC DWG/: G002 SOLIDS BUILDING ABBREVIATIONS, LEGEND, DATE: GOOL qn�°��° THIS BAR IS ONE INCH CHM SCS CAD RILE St:G002-CIPP.dwg WHEN DRAWING IS FULL CleanWater Services DRAIN IMPROVEMENTS SYMBOLS AND PLC a: (EXPIRES:1 2/3 1/20 2 21 SCALE. APE):MDH SCALE NO SCALE CIPP REPAIR PROJECT GENERAL NOTES cws REV H DATE DRN APED DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PROJ t/ 7070 ° �� • j °° LEGEND: \‘‘. . li ,,„ / WORK AREA { 1---1--- I I if STAGING AREA ',--] } i 1 1 i, :! ( °c5 I —0--'1"•---, 1\N) 0 / I np, ‘ j F O • a� NOTES: ,`�' �y TO O Q : O , I r 1. CONTRACTORS FOR VARIOUS PROJECTS 0I / e�/lp pR4 ,40,4 l SHALL CONFINE OPERATIONS TO THE N ©O /• 'fC `s/ /tl :3 ,� STAGING AREA AND WORK AREA INDICATED •° ©�I L ON THESE PLANS AND SHALL COORDINATE I (� • �O C9 i L WORK WITH OTHER CONTRACTORS ONSITE Q Di} • 1n �y p r �j O O O I THROUGHOUT CONSTRUCTION.CONTRACTOR ' °I "T j r/ �ZJ ._ t i SHALL NOT BE ENTITLED TO DELAY DAMAGES j fit- - - ��; ��_ • x OR CLAIMS RELATED TO ONSITE (__,-,,,,,,1 0it, " ' r �a �� �� -- _..— COORDINATION WITH OTHER CONTRACTORS = —— a S.W. 5THAVE a � AVENUE OR SUBCONTRACTORS. w • a. -. " tl+ I ►y _ _�.�v 6v v' c t'S o v v' v °a a ,ems O 117 1 , FERMENTER I 4. 2. CONTRACTOR IS RESPONSIBLE FOR ANY t7 !+ � o i WORK REQUIRED TO PREPARE STAGING �" j BIOFILTER '. �' " / j �n y MAIN f"'/----'.- AREA INCLUDING BUT NOT LIMITED TO IF i 1 "_ � ` I / j /' ;�y � i j ENTRANCE FENCING,PAVEMENT MARKINGS,ETC. SRF I // p / c ! 4' OV PRIMARY EXIT • SRF BIOFILTER 1' / / \ °comic S t / �'90 q• /j/ ; Cl AROIFIER % r° �/O CLARIF ER /1 / / W . '' i �� 1` 3. NORMAL WORKING HOURS ARE 7:00AM TO 0-.'-''-',. .,:) n ��CIPP / f 0 6" NO.4 PRIMARY F 4:00 PM,MONDAY- FRIDAY• + / STAGING %! j /• ` b p , 1 ? se It ALIGNMENT ' I PRIMARY / ! EFFLUENT y , !OG. it: 4. ACCESS TO SITE AREA IN BASEMENT \ • ,i L I %' ACCESS AREA 1 / ,r O PUMPSTATION' o f 1 I i • O % � ✓ ) CLARIFIER J. r o _0 • y1 y o TUNNELS IS VIA VENT HATCH,ACCESS ph STAIRWELL i r, ��.-- 2:7- \,,`., j ( I / / / r <O / NO.1 / o ROAD"B" } STAIRWELL OR FREIGHT ELEVATOR SHOWN \ ,�y\ ,ti VENT HATCH O / �'O /� o ._�_ _ ,__ _..._:; e l '"+}�; ON C003. MAX WEIGHT IS 12,000 LBS. r - Q� 1 PRIMARY �� , / `,,�• —o j ( ( Q i/ Fqq�,, CLARIFIER CHEMICAL o �� ! r r r r!// @,4-7,io NO.2 O BUILDING 1 i j( r * /� FREIGHT N /N 'f — / / I ' J Ij� ,,,,, \ \ � T! '.0; 1 ELEVATOR q / ® f \`•\::\ I lyl1 \ • e�qr�cos ° �/ \ �eq/�pN % ( o �� Q 4 •I• o !04 v4N • ` SECONDARY\ Y 2 ri 1 •i ` ! % CLARIFIER l /�f �° 7 I AERATION ) • /% <� a J I ELEC IC AERATION O 11 SEE DWG C002 ,,, ` r/Ir. � `1 c � SUB BASIN BASIN No.4 O O I v / STATION N0.3 ° } ,,`�tl�� / ���� \ SECONDARY I p •-1 ANAEROBIC / ( I o 1 • NJ/ CLARIFIER Po4S° ° I 7 \t DIGESTERS j/ .. /// NO.2 o ° PUMPING ° — Q s SEE DWGttt C003 �r TATI Q / / r� ICAL / ACCESS • • SECONDARY \I ° j SECONDARY Q /( C�a R rr�` ry^�i •yi CLARIFIER a /\iNO ���0/ 'i STAIRWELL NO.3 C•, CLARIFIER NO 4 �I �4 j/ GV0/�CHE / j ' O y / RIFIE � i p O O O SEE DWG coos .!T / 2 %% O O `� 2 �: f OyO F jCHE1Jl L /r / �� j Q oPI- 1" . / ,,Q• i `.` \ \ ` e ) / r` •` • / ) —p0 STORAGE O `;\ 1 + I o �y/-/ „7 BUILDING © .111 I `,�� I O / O i ray - _.. °'`tlt—.-- �_"l • (� ° O "l ® E +RGIyRD. ° v Oq , `\ \ RV 1 .. I I ,� }}O !' BACKWASH I �.. _. �_-- \,� ! I( I BASIN 1 ° I1 1 r 111 Q 'ttt 11 SURGE BASIN I E II� \\ I ) NO.1 I f Q)Opp1 . i= ti y\ il I _'U DPR o .5���°I NEF.Sig ,4,V 93889PE r ,� DIGITALLY SIGNED N I� PROJ NAME: SHEETTRLE: SHEET: 3 OF: 9 DWG a: OREGON 0 ORN:CEC ° 11/18/21 '1s ti` DATE: DURHAM WRRF CIVIL o PLor 11/18/2021 °h 9 1 t DSN:DDc DWGF: C001 \ SOLIDS BUILDING OVERALL SITE AND DATE: cool qn�°T�° THIS BAR IS ONE INCH m CHK:SCS CAD FILE 0C001-CIPP.DWG WHEN DRAWING IS FULL CleanWater Services DRAIN IMPROVEMENTS CONTRACTOR'S PLC# (EXPIRES:12/31/20221 SCALE. CIPP REPAIR PROJECT STAGING AREA PLAN CWS 7070 ti APPD:MDH SCALE NO SCALE REV* DATE ORN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PROD#: hi Li /// GENERAL NOTES: 1. CIPP THICKNESS SHALL BE 3.29 mm MINIMUM,TYP THIS DRAWING. 0 2. EXISTING DRAIN PIPE IS CAST IRON SOIL 0 oM ( . Gs a_4y W Z '_C. _ 26a CM 2, __e W o+ t PIPE,DOUBLE-STRENGTH. a U F I 3. RECONNECT ALL EXISTING,LIVE LATERALS I— I { v7 I AND CLEANOUTS UNLESS OTHERWISE W I t Z W C�I STATED AFTER CIPP WORK IS COMPLETED. i s s-' Cm1lTTER UFIAS# 4 W r y O ©, Jr O 0 0 0 m I 4. NEW LATERALS SHALL BE CONSTRUCTED W I 1 VENT HATCH PRIOR TO CIPP WORK W CO r 1 �,v ; 5. IN ADDITION TO IMPROVEMENTS SHOWN, �a S „051��� *. INSTALL ACCESS PITS AS NEEDED TO N I co 1+00 �� . ... ( LL WORK. 1/5001 AND � ".1 ''1 O Q+5O , 8"CIPP,L=126' 2/5001INSTA FORTHE ACCESS PSI INSTALLATIONDETAIL AND r Q r I REPAIR REQUIREMENTS.SEE DETAIL 4/COOS ,1 1 FOR PIPE REINSTALLMENT REQUIREMENTS. i 5 Iji I 1 .9g°. ci _ :3 E{) k ,, W - ,. 6. MAINTAIN ACC ESS FOR PLANT STAFF AT ALL = x TIMES. CONTACT PLANT STAFF A MINIMUM 4.BL,IJI-IL t ©© 6 O ,4e © iF4TD:RSPRIQRTQANYACCEEE 2MITAISSaFr A2I - 0 50 7. 00RSB IS 1'-2"THICK WITH AN ADDITIONAL NOMINAL 6"THICK TOPPING SLAB THAT SLOPES o a• s s TYPE OR THIS DRAWING SITE PLAN TOWARD THE WALLS, 1 G — 1 CONSTRUCTION NOTES: j °^ ? vv* REPLACE LATERAL AND FLOOR DRAIN . - ASSEMBLY. SEE DETAILS 1/C005,3/COOS,1/5001, F v 1 ii 1 s AND SHEET C006. O2 LATERAL CONDITION UNKNOWN. CONTRACTOR TO CCTV LATERAL AND PROVIDE FOOTAGE TO s t OWNER. OWNER MAY ELECT TO REPLACE i x i -. LATERAL PENDING CCTV INSPECTION RESULTS. : k IF LATERAL REPLACEMENT IS NECESSARY,SEE DETAIL 1/COOS,3/C005,AND 11S001. INSPECTED r I. _ LATERALS REQUIRING REPLACEMENT ARE ':', T- s ' ` t ALLOWANCE ITEM#2. �� � � _,7 18"SUMPED MANHOLE, INSTALL 18"BUMPED MANHOLE,SEE DETAIL k ''' ,' ,� fr - P �; SEE DETAIL 5/ OOS. 1/S001 AND 5/C005. MODIFY EQUIPMENT PAD AS 4 1 ' . NEEDED TO FACILITATE MH INSTALL. PAD t 1' ij) a THICKNESS IS APPROXIMATELY 6"THICK. APPROX. � 0 INSTALL NEW FLOOR DRAIN COVER PER DETAIL 2/COOS. - LOCATION OF REMOVE CONCRETE 8"DRAIN LINE 5 REPLACE CLEANOUT FRAME AND COVER,ZURN PAD 1ID BEYOND (EXISTING) ,�'' "; OUTSIDE OF MH FRAME Z1400 oR EQUAL. FIELD VERIFY HUB > CONNECTION. '' AND GRATE. CHAMFER g THE EDGE TO REMAIN O6 CLEAN EXISTING LATERAL ACCORDING TO SPEC > ` SECTION 02530.OWNER MAY ELECT TO ABANDON LATERAL AND RESLOPE TRENCH APPROX.LOCATION DRAIN PENDING CLEANING RESULTS. OF 8"DRAIN LINE NOTE: (EXISTING) LATERALS HAVE BEEN OMITTED FROM PHOTOS NOTE: FOR CLARITY.SEE PLAN VIEW FOR IMPROVEMENTS RELATED TO LATERALS. LATERALS HAVE BEEN OMITTED FROM PHOTOS FOR CLARITY.SEE PLAN VIEW FOR IMPROVEMENTS RELATED TO LATERALS. .APPROX STA 1+13 TUNNEL PHOTO :STA 0+00 TUNNEL PHOTO SCALE: NO SCALE SCALE:NO SCALE a a a a V I ry o CytF-4-�OIN 'P.9)02 4. 93889PE f '4DIGITALLY SIGNED DRN:CEC DATE 11/16I21MINSIMMINIM PROJ NAME. SHEET TITLE. SHEET. 4 GE 9 DWG' OREGON DURHAM WRRF CIVIL — — — °-cn 9 ,_, DSN DDC Dwce: C002 SOLIDS BUILDING SOLIDS TUNNELS; PLOT 11/18/2021 C002 9 N4or ° S THIS BAR IS ONE INCH E CHK:SCS ICAO ME* C002-CIPP.DWG WHEN DRAWING IS FULL _ - C1eanWater Services DRAIN IMPROVEMENTS STA 0+00 TO STA 1+26 PLC IE%FIRES:l2/31j20221 SCALE. 0 APPD MDH I SCALE AS SHOWN aEva DATE DRN APPD CIPP REPAIR PROJECT cws I DESCRIPTION 2550 SW Hllsboro Fhry. Hillsboro,Oregon 97123-9379 PROJ y. 7070 ILL 4 GENERAL NOTES: 2 11 M (E)TRENCH DRAIN -. ©0 1. CIPP THICKNESS SHALL BE 3.29 mm MINIMUM __._-..__.W___ _ ____._ -. FOR 8"DRAIN LINE AND 3 mm MINIMUM FOR 6" _____ DRAIN LINE TYP THIS DRAWING ��IIy UP `��° 1 1R PW R1 2-001,44.1,-''-� UP 4, DOWI..$ TO lrilir 1! ( el..I4O_4' f2sr N..4OW1.1 -ro Ei 1 1 I , ,„�_ST `el R I 2. EXISTING DRAIN PIPE IS CAST IRON SOIL PIPE, I SO r*" i� / 1 : -- ______ DOUBLE STRENGTH. LOWS ASEME 4T 1"PWR IC54)2.CO#Y&1. 1u= r TO ., 3�t.„ cst a I (MCI 4 E AyTO R ROOM li , -- -- -2: , 1., ;g; 3. RECONNECT ALL EXISTING,LIVE LATERALS E in 1 I t I i� } - AND CLEANOUTS UNLESS OTHERWISE 1/4" 3/ 8"CIPP,-- , , STATED AFTER I I ;, 0 5w L=9.2'-t o CIPP WORK IS COMPLETED. " REDUCER t o 4. NEW LATERALS SHALL BE CONSTRUCTED 6C�IL R 6E6 I �� �. t U NOTE.; C1-dIMLIE'e 4 Z I W PRIOR TO CIPP WORK. 1 u, , \ LLI 5. IN ADDITION TO IMPROVEMENTS SHOWN, � � EL'1O 4 = INSTALL ACCESS PITS AS NEEDED TO INSTALL FOP. FOLtfit3ATI41J G L.Merle-) CA/kW PSP1itiiG 19 / - I._,?.! N91 - L Wco THE WORK. SEE DETAIL 1/S01 AND 21S001 -.. 127 2 ,e 1 e.4 .12 •--Ic IW 1)1.. .. TI I�`.__ n 0 _. -_. - jj15005OREPEFLOOR F.LUUP .� . , TO 5.0;005, _, 2 ((� . U 1 , it TO H FL o 4 tz ■ 1 _ H I#EL.12#-II t �) a" `JJ J THRU 6. MAINTAIN ACCESS TO PLANT STAFF AT ALL = i # E 2#STv P t 24 OURS PRIOR O ANY ACCESS MINIMUM OF CC1 1 0 ,_ I r I . L,.14c7m `_ f iVeCW 18y,t,,./, :1 t , ) LIMITATIONS. tt1 124`-2 /4s! 7 y I lie owEri pu' t Z_ 7. FLOOR SLAB IS 2'6"THICK WITH AN ROOM A -� OW#I #7 ADDITIONAL NOMINAL 6"THICK TOPPING SLAB. o,II .E# .14f-Gs" .._.__L3+� 4 _ - - APPROXIMATE ( _ t OW TO TYP THIS DRAWING. f T s. . ._i.,J2433JE#�1Tt car.-.; Q. LOCATION OF t M U •I r _-_2#AIR 1 ' I § 39 ail O�Q XISTING C UM CONSTRUCTION NOTES: w t I"RISER-�, I .DO.Wt,1 TO(,�'',� �,; --2°tCW I �o •. E = I I 5 2`i VJ LIP a Lf tTO i# L:3 ?< ^e SW l 2} W L1t�tlalhtT :i7 ! II s . , (4,'I - - 1 i 0EXTEND CLEAN EXISTING t $zEL.-141 t LATERAL,SEE DETAILI4/C 05,,4 C006 ANDS EC W 1 _...w"� t- - "" ., A r- A :! 5'-' 1 r _-h $EL,i#{3' S 02530. „�.. . __ _ _ R,- Ott _ q *- U ili L70W"L TO JF: , !.__ --' ""t '4 0 i,i,j S' _ 0 �r77�,/{ 41 II"I 1 ®2 LATERAL CONDITION UNKNOWN. CONTRACTORle j t 3+00 I f I '- +QQ •• W-- TO CCTV LATERAL AND PROVIDE FOOTAGE TO ( t I 6"CIPP,L=133.8' . �� ; ' z`-o# OWNER. OWNER MAY ELECT TO REPLACE ___. v ( O s •, (/ _ L„ - Mr� } LATERAL PENDING CCTV INSPECTION RESULTS. t ) LI'" # IF LATERAL REPLACEMENT IS NECESSARY,SEE c`-J I ei<,12. ;. -- 4. I4S 0 Iw PSIt.; - $ ' ski - . s t DETAIL 1/C005,3/C005.AND 1/S001. INSPECTED Q t 1 I 'C'DR c U 3 . ` /J I LATERALS REQUIRING REPLACEMENT ARE :IC? ' 0 M I { �'AI> 4 ALLOWANCE ITEM#2. Z ) ,i,, F; ii.c,7 r- ......tt , it , w , u t t `k 1 ---++ -- - --F - � O CONSTRUCT CLEANOUT OVER EXISTING DRAIN - te a 1 Z 11 - x , __1 toL.12st-,0 1 I E..URe, 1 ' -/ Res1. - '„ I 1r;� --- LINE,SEE DETAIL 1/S001 AND 6/C005. I !i r� W co. , 1- 'NW ,'�` , ,4 T 1 /'�~ Z#CTYP?} 0 2/STALL NEW FLOOR DRAIN COVER PER DETAIL DO OD AZi 4�2 © _„ ? I CtJFtB I /2 Ir=.i:a). E1 3 s1. I£� 5'� L 3 1' T 1 T`"'t =- 4.EL..140"0�"'-' 3/¢ O REPLACE MUD VALVES,SEE DETAIL 5/C006. ELEVATOR I (.._4) I MAGNESIUM CHLORIDE TANK ' - r(', I1,e .1 ikL.V 1; a MACHINE : '"^ ,,°�, CONTAINMENT AREA ,I0' - ; `I 1 , Ai' t J 1 i I i „lc.__.J INSTALL 18"SUMPED MANHOLE,SEE DETAIL E1..-.E rA 1 0 '"- l . ROOM FREIGHT ``I'' I f FERRIC CHLORIDE TANK I "' I I I CONTAINMENT SAL TI R 1/S001 AND 5/C005.REMOVE EXISTING CLEANOUT ACCESS € ,.,-_.f a NM NTAREA II F1"O � AND ASSOCIATED PIPING. ELEVATOR STAIRWELL 1 ! L1� I i z I I • (1 DOW42 TO S�b 4f _.�___ __.._____.___ LATERAL CONDITION UNKNOWN CONTRACTOR _ ' O7 ,Fx�•yz q t W iD01yj}I ) TO CCTV LATERAL AND PROVIDE FOOTAGE TO UTILITY ROOM © OWNER. OWNER MAY ELECT TO LINE LATERAL LAY. STAIR I '>ae WITH A CIPP LINER PENDING CCTV INSPECTION 1 RESULTS. LATERAL LINING IS ALLOWANCE _ / `""". ., '. ITEM#1. `` `' ` SITE PLAN �. ' -- a .' r ,g w, is P `1. ` C SCALE: 1/8"=1'-0„ C v _., _sa- ' ` x +' 1trb" at.. I 18"SUMPED MANHOLE,SEE J.r � 1 '. - ' - DETAIL 5/C005 i) -, r; / , �'- %��--:T--APPROX. NOTE: j LOCATION OF LATERALS HAVE BEEN OMITTED f� NOTE: / 6"DRAIN LINE .; FROM PHOTOS FOR CLARITY.SEE --APPROX. PLAN VIEW FOR IMPROVEMENTS i / LOCATION OF LATERALS HAVE BEEN OMITTED f (EXISTING) RELATED TO LATERALS. S.- 6"DRAIN LINE FROM PHOTOS FOR CLARITY.SEE / (EXISTING) PLAN VIEW FOR IMPROVEMENTS s / RELATED TO LATERALS. APPROX STA 1+71 MAGNESIUM AND FERRIC '8 0APPROX STA 3+12 TUNNEL PHOTO0 CHLORIDE TANK AREA PHOTO ��'`�NGINC`�'S,o SCALE:NO SCALE SCALE: NO SCALE �W9 `93889PE� DIGITALLY SIGNED N IORIG PROD FLAME SHEET TITLE SOLIDS SHEET: 5 OF 9 DWG z OREGON Nommem0 CNN:CEC 11/18/21 (DATE. �� DURHAM WRRF CIVIL �o'ch9 201' m DSN:DDC Dwc#.- C003 SOLIDS BUILDING SOLIDS TUNNELS; °°E: 11/18/2021 C003 'AgPAOT R° THIS BAR IS ONE INCH 1 CHK:SCS CAD FILE#:C003-CIPP.DWG WHEN DRAWING IS FULL CleanWater Services DRAIN IMPROVEMENTS STA 1+26 TO STA 3+14 PLC (EXPIRES:12/31/20221 a SCALE. o - - - U APPO:MOH SCALE: AS SHOWN -REVS I DATE oaN AMID CIPP REPAIR PROJECT 'cws _ DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97723-9379 PROD#. 7070 a- a O O 4 0 1 1 ,_ _ Lid 4) ~I z 1 0 w v _ I 36' 'L_ -.. .. „ .n,.-s , <' ;_ I tl 6„CIPP, _, .. ,25`- _ .. ' Q 1 0 © 5+00 4+00 © I •�o - _ —_ _ kb, - -- ; . ,„.. _ - • - J S ~ -•n.ry �' 5.-ti" -n. $'s�.f+t5&".'aif>� ,.,.._„ s{- "CA°- , ,.1,Wt.4•(s pEt ) 1'a-.---^. _ _ - U tI • E 1 / ___. __.___ O ` t x 'ga;rR.YdG4?'.STA`C It o ;8 sT 1ut�,I s POI i sr? it 5E ;.: SrA"'taki Or COP. I \ w r 02 SITE PLAN o s ` SCALE: 1/8"=1'-0" Gi P.- GENERAL NOTES: CONSTRUCTION NOTES: 1. CIPP THICKNESS SHALL BE 3 mm MINIMUM 01 REPLACE LATERAL AND FLOOR DRAIN 3 » TYP THIS DRAWING. ASSEMBLY. SEE DETAIL 1/C005,3/C005.1/S001, AND SHEET C006. "' , 2. EXISTING DRAIN PIPE IS CAST IRON SOIL t '�% '''.4..,.. 1 '" "' PIPE,DOUBLE STRENGTH 02 LATERAL CONDITION UNKNOWN. CONTRACTOR _ r r TO CCTV LATERAL AND PROVIDE FOOTAGE TO '' 3. RECONNECT ALL EXISTING,LIVE LATERALS OWNER. OWNER MAY ELECT TO REPLACE / -- " " AND CLEANOUTS UNLESS OTHERWISE LATERAL PENDING CCTV INSPECTION RESULTS. y ` ° STATED AFTER CIPP WORK IS COMPLETED. IF LATERAL REPLACEMENT IS NECESSARY,SEE 4. '! 44 L, • _ - ,G. DETAIL 1/C005,3/C005,AND 1/S001. INSPECTED -'' -w�-- 4. NEW LATERALS SHALL BE CONSTRUCTED LATERALS REQUIRING REPLACEMENT ARE PRIOR TO CIPP WORK. � — APPROX. r-- ALLOWANCE ITEM#2. asp - ,wi': LOCATION OF r / ; j" 5. IN ADDITION TO IMPROVEMENTS SHOWN, O ABANDON EXISTING LATERAL. 1 /i/ 6"DRAIN LINE _-" ` '' INSTALL ACCESS PITS AS NEEDED TO I / �� d INSTALL THE WORK. SEE DETAIL 1/S001 AND O /// `-ice` � 4 INSTALL NEW FLOOR DRAIN COVER PER Sc. rr 2/S001 FOR ACCESS PITS INSTALLATION AND DETAIL 2/C005. ' REPAIR REQUIREMENTS.SEE DETAIL 4/COO5 I a5 CONSTRUCT NEW 6"LATERAL AND FLOOR DRAIN. y FOR PIPE REINSTALLMENT REQUIREMENTS.6. MAINTAIN ACCESS FOR PLANT STAFF AT ALL ADD Z"GROUT FILL AT END OF TRENCH. SLOPE TO NEW DRAIN. SEE DETAILS 1/C005. COOS, TIMES. CONTACT PLANT STAFF A MINIMUM 1/S001,AND SHEET C006. CONNECT TO EXISTING F OF 24 HOURS PRIOR TO ANY ACCESS FLOOR DRAIN SYSTEM. 1 LIMITATIONS. 4rp4/ 7,4tiir7liriititncrttligii F t �-,v„ a infsfr frffifartutat111tnceg 6O 21400 OR CLEANOUT FIELD FRAME ANDY COVER,ZURN f N/ft7[ttatt t3ltiutptC 21400 OR EQUAL. VERIFY HUB Ifl/1lllti[fxe �i11tt 7. FLOOR SLAB IS NOMINAL THICK6" WITH AN CONNECTION. "" nitif BEEsdaEnn 's ' ADDITIONAL 6"THICK TOPPING ifin ntt mini SLAB THAT SLOPES TOWARD THE WALLS r��i li I4#i€EFi1FtllilLM''HUMID , FROM STA 3 14IS TO APPROX.STA 3+86. �7 DO NOT REINSTATE LATERAL. I FLOOR SLAB IS t'-6"THICK WITH AN ADDITIONAL NOMINAL 6"THICK TOPPING NOTE: NOTE: SLAB THAT SLOPES TOWARD THE WALLS LATERALS HAVE BEEN OMITTED FROM PHOTOS LATERALS HAVE BEEN OMITTED FROM PHOTOS FROM APPROX.STA 3+86 TO STA 5+50. FOR CLARITY.SEE PLAN VIEW FOR FOR CLARITY.SEE PLAN VIEW FOR IMPROVEMENTS RELATED TO LATERALS. IMPROVEMENTS RELATED TO LATERALS. 0 STA 5+50 TUNNEL PHOTO e STA 3+45 TUNNEL PHOTO a' SCALE:NO SCALE SCALE- NO SCALE a a U O0 1 �R5.O PRCypR. a- 43889PE DIGITALLY SIGNED PRDJ}PRIE. SHEET nr,E sHEEr. 6 oF: 9 DWG° OREGON o Dtm.CEC '�.� 11/18/21 x'o 6�5'\ DURHAM WRRF CIVIL Ch9 2 Q ° p° °' ' C004 THIS BAR IS ONE INCH � SOLIDS BUILDING SOLIDS TUNNELS; DA°E 11/18/2021 C004 4naosE� E c scs co1FILEi C00aaPP.DWG WHEN DRAWING IS FULL CleanWate� Services DRAIN IMPROVEMENTS STA 3+14 TO STA 5+50 PLC it !EXPIRES:1 2/31/202 21 --. SCALE. CIPP REPAIR PROJECT errs 7070 o naP°.-MOH 'SCALE AS SHOWN REV* DATE1 � � DESCRIPTION 255oSW riAse«oHwy. H�sb«o.Oregon97t21S37s PPD!, LL 0. 0 • X 7 3/4 ,-',3APPRO " _ 0 1 FIELD VERIFY 7 EXISTING WALL EXISTING LATERAL WYE I.--1/2 OR TEE CONNECTION ~•I —1/2'• FINISHED FLOOR w EXISTING FERNCO DONUT OR 314"X 3/16"X"ID OF o DRAIN LINE \ APPROVED EQUAL DRAIN BODY"316 S5 a / »>!!! "' STIFFENER.STITCH NEW SERVICE LATERAL V`O v O V WELD TO BOTTOM O WITH MOLDED PVC BEND 8-32 FLAT,SS,TORX, OF DRAIN GRATE. L MACHINE SCREW, "3 • •• .e i TYP SCREWS SHALL O O 1/4"HOLE IN PLATE, TAPER FOR SCREW CAST IRON FLOOR DRAIN ~ BE COUNTERSUNK ASSEMBLY WITH y V HEAD,TYP SECURE TOP,ZURN Z520, V FERNCO DONUT DRAINAGE 90"ELBOW OR EQUAL OPTIONAL LOCATION SLOTS,TO BE 5/16"THICK t MACHINED OUT 316 SS PLATE NOTES: r NOTES: 1. REMOVE EXISTING FLOOR DRAIN COVER AND BASKET NOTES: Z ASSEMBLY. w 1. FABRICATE A STAINLESS STEEL FLOOR DRAIN COVER a 1. REMOVE EXISTING LATERAL PIPING.PROTECT EXISTING WYE 2.SCREW FLOOR DRAIN COVER DIRECTLY INTO FLOOR PER DETAIL 2/C005.ADJUST DIMENSIONS TO FIT FLOOR O a FROM DAMAGE. DRAIN ASSEMBLY. DRAIN ASSEMBLY. v 2. INSTALL NEW LATERAL,SIZE PER PLAN SHEETS.REUSE 3. REMOVE BURRS AND BREAK ALL SHARP CORNERS, 2.ENSURE THAT FLOOR DRAIN ASSEMBLY MAINTAINS EXISTING WYE.FOLLOWING INSTALLATION OF THE NEW 0.015-INCH RADIUS. 1-INCH MINIMUM SEPARATION FROM WALL. S LATERAL,INSTALL MAINLINE CIPP AND REMOVE LATERAL COUPON. ®LATERAL CONNECTION REPAIR ®FLOOR DRAIN COVER ®FLOOR DRAIN ASSEMBLY SCALE:NO SCALE SCALE: NO SCALE SCALE: NO SCALE CLEANOUT FRAME AND COVER ASSEMBLY WITH WATERTIGHT ACCESS PIT PIPE PLUG WITH STOPS OR OPENING WATERTIGHT THREADED CAP, ZURN Z1400-NL OR EQUAL FINISHED FLOOR • 'e 1 I e ACCESS PIT CONCRETE SET MN FRAME AND COVER NEW PVC / OPENING (EXISTING) FLUSH WITH TOP OF FLOOR. STANDPIPE CONCRETE rJ// 3" SEAL MANHOLE WITH NITRILE < ��(EXISTING) GASKET. Lt w DRAIN LINE,CIPP. 111 III 'RAIN LINE,CIPP. a a .. END SEAL AROUND �� � END SEAL AROUND LL CUT END. V'1 NEW PVC PIPES CUT END. .. .. . - �, - • TRIM TOP OF BASIN �e' i - DRAIN AS REQUIRED F-a-III_II,I-. DRAIN LINE, EXISTING 18" //////������''''''DFWIN LINE, - EXISTING oll)_ c • ~ • .= =A /�/�� . ( BACKFILL :!��o VP�� BACKFILL ■ ___ ..__L,' yo--Qf�� ' (EXISTING) .�.� . `<-. dolls. (EXISTING) diei FLEXIBLE COUPLING WITH - FULL-WIDTH STAINLESS STEEL ADS NYLOPLAST PVC BASIN - INSERTATEE OR EQUAL, Ly-./�1,,` SHEAR BAND DRAIN WITH DUCTILE IRON SIZE AS SHOWN ON oV` 3" NEW PVC WYE o NOTES: SOLID COVER AND LOCKING DRAWINGS. DRAIN LINE, TYP /�{��-- DEVICE OR EQUAL EXISTING P ( DRAIN LINE, 1. REPAIR ACCESS PIT OPENING AS SHOWN ON 1IS001. o ok/-EXISTING NOTE: • 1. REPAIR ACCESS PIT OPENING AS SHOWN ON 1/S001. Td REINSTALLATION OF DRAIN PIPE SECTION SUMP MANHOLE DETAIL t SCALE: NO SCALE SCALE:NO SCALE S 0 oV pV UoU ol.-J V oV 1>V UoU oV V o V ol..J oV pli SPOOL PIECE AND FLEXIBLE COUPLING WITH FULL-WIDTH STAINLESS STEEL SHEAR BAND NOTES: 1. REPAIR ACCESS PIT OPENING AS SHOWN ON 1IS001. 2.STANDPIPE TO BE SAME SIZE AS MAINLINE. Et 6 CLEANOUT DETAIL U C003 SCALE:NO SCALE �,c,.7��G I N E4-4,6ioZ 1<v 93889PE yr DIGITALLY SIGNED DRN DEC D O ATRIGE: 11/18/21 PROJ NAME. SHEET TITLE. SHEET: 7 OF: 9 DWG#. OREGON ` DURHAM WRRF CIVIL DSN:DDC DWG#. C005 11/18/2021PLOT THIS BAR IS ONE INCH SOLIDS BUILDING CIVIL DETAILS I DATE' C005 ge/vA0T20`O _ s CHB:SCS CAD FILE#:C005-CIPP.DWG WHEN DRAWING IS FULL CleanWater Services DRAIN IMPROVEMENTS PLC#: IEXPIRES:1 2/31/2 0 221 a SCALE. O APPD:MDH SCALE AS SHOWN CIPP REPAIR PROJECT CWs 7070 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123.9379 PROJ#. LL -:',.',- PROX. v :,1 o LOCATION"DRAIN LE(EXIST NG) tl `` ,y " LOW POINT-3/4"ABOVE o ; NON-SHRINK GROUT FILL, I EXISTING BOTTOM OF SLOPE TO NEW DRAIN <'r. a TROUGH ELEVATION - ` 'a .i HIGH POINT-MATCH 1 ' EXISTING FLOOR -, }''` ti_ ELEVATION RL. 6"LATERAL FLOOR DRAIN ,�� , - A .ae, - ax COVER,SEE '� „ x1 "1 -- DETAIL 2/C005 .I ? TEMPORARILY RELOCATE I ,r .N r FLOOR DRAIN '•,�„%� ° PIPE SUPPORT AND ,"r, - COVER,SEE SUPPORT EXISTING PIPING w_ - AS REQUIRED FOR FLOOR DRAIN :;;;§� A - 14 FILL EXISTING FLOOR s DETAIL 2/COOS x r CLEANOUT ';t DRAIN WITH -- ---- ¢ DETAILS C005 E o LATERAL AND ^ ', NON-SHRINK GROUT C D INSTALLATION / ¢ + AFTER MAIN LINE oi CIPP INSTALLATION `. 'l,ri, - FLOOR DRAIN COVER, LATERAL ^° SEE DETAIL 2/C005 (EXISTING) sc 1'-0"MIN tk w 6"LATERAL 6"LATERAL FROM EDGE "P# T " ° ' REPLACE CLEANOUT " OF TRENCH d FRAME AND COVER, TO EDGE OF + f. SEE SHEET C002 PIPE SUPPORT LATERAL REPLACEMENT AT STA 5+04 £'` APPROX.LOCATION =+. SCALE: NO SCALE i- '�* OF 8"DRAIN LINE / _ (EXISTING) - • zr 1 LATERAL AND CLEANOUT REPLACEMENT AT STA 0+88 2 LATERAL REPLACEMENT AT STA 3+18 ` i=k C002 SCALE: NO SCALE C004 SCALE:NO SCALE 6 ' ,_ ,: _ ..,,, ,_ :-`4— '4.$1 ''',,`:ii- f---„::-,:.;g1,:,,,,,,i ') t - REPLACE 4"MUD VALVE. 0 1x a s TROY CAST IRON,RISING STEM,EPDXY COATED ��.., ; MUD VALVE MODEL REMOVABLE A25612RB,OR EQUAL 1 �" "*. SLOPE BOTTOM AT 1/8"PER FT. GALVANIZED GRATE, f'' �° - . , F MATCH EXISTING TRENCH MATCH EXISTING - �� }"y- INVERT AT DOWNSTREAM END. ,.F ,. � - LATERAL(EXISTING) " / CUT OUT OF x fi �' . !'- EXISTING CONCRETE r, '-� « 8 _q I SAW CUT, in FINISH FLOOR . - 6"DEPTH _ _y GROUT SHELF . s a ��� a m O ZO e' . v. ` CLEAN EXISTING ` ``., `'. s s LATERAL .EL.VARIES ~U 2 4„ IgJC ', ILII a' ",r;r. »f.• CUT TRENCH DRAIN TO 6"DEPTH. ° a - - -L' - SLOPE TRENCH DRAIN FROM r 4 UPSTREAM END TOWARD + ' �s ' ' cc O NOTES: EXISTING TRENCH. INSTALL ' ' `'•. a co U 1. CLEANLY SQUARE CUT AROUND EXISTING VALVE FRAME. REPLACE VALVE AND VALVE GRATING OVER TRENCH DRAIN. ' FRAME,AND REPAIR CONCRETE WITH NON-SHRINK GROUT. MATCH EXISTING GRATING. 2. FOR WORK WITHIN THE FERRIC CHLORIDE CONTAINMENT AREA,PROVIDE PROTECTIVE COATING OVER THE NEW NON-SHRINK GROUT.PROVIDE HIGHLY CHEMICAL RESISTANT °;>n .� .Avv NOVOLAC EPDXY,SEMSTONE 145 BY CARBOLINE OR EQUAL.COATING SHALL BE CHEMICALLY y �R 4 i' -2 .. t ',....1( RESISTANT TO 43%FERRIC CHLORIDE.APPLY 60-75 MILS,DRY FILM THICKNESS.APPLICATION, '. , INCLUDING SURFACE PREP AND CURE TIME,PER MANUFACTURER'S REQUIREMENTS. - `E1tb _ FEATHER COATING 2"-4"OVER EXISTING COATING.PREP EXISTING COATING BY BLASTING PER a i{ a _�_. - � � y SSPC-SP 7 TO PROVIDE AN ANCHOR PROFILE OF APPROXIMATELY 3 MILS.CLEAN ACCORDING u TO SSPC-SP 1 BEFORE AND AFTER BLASTING. g 8 3. FOR WORK WITHIN THE MAGNESIUM CHLORIDE CONTAINMENT AREA,NO PROTECTIVE 4 TRENCH DRAIN EXTENSION 0SECTION COATING IS REQUIRED. co PROFez, 2 C003 SCALE:NO SCALE SCALE:NO SCALE ��FC,GINfE p r0. 5 MUD VALVE REPLACEMENT C003 SCALE: NO SCALE 93889PE vr DIGITALLY SIGNED 3 DRN'.CBD ORIG 11/1 B/21 PROD NAME: SHEET TITLE'. SHEET: 8 OF: 9 DWG# OREGON DATE IIIIIMIIIIIIIIIIIIIIIIIIM DURHAM WRRF CIVIL �'o oti DSN:DOC DWG it: C006 PLOT 11/18/2021 {/�� �h9 n O THIS BAR IS ONE INCH 1 { SOLIDS BUILDING CIVIL DETAILS II DATE. C006 qNa oT� E CHK:SCS CAD FILE N.C006-CIPP.DWG WHEN DRAWING IS FULL — CleanWater Services DRAIN IMPROVEMENTS PLC It: ,EXPIRES:1 2/31/2 0221 SCALE. O APPD MDH SCALE AS SHOWN CIPP REPAIR PROJECT cws 7070 Lii REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PROD# it a GENERAL STRUCTURAL NOTES REMOVE CONCRETE FOR PIPE " GENERAL REINFORCING STEEL SPECIAL INSPECTION AND BACKFILL TRENCH OR 30"MAX TRENCH OR ACCESS PIT TESTING SCHEDULE PIT WITH CONCRETE SEE DEMOLITION EXCAVATION 1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2019 1. REINFORCING BARS SHALL BE ASTM A615-GRADE 60. NOTES OREGON STRUCTURAL SPECIALTY CODE(OSSC). 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. AND REI AS 1 ROUGHEN FACE OF FORCING ONSHOWN 2/S001 2. THESE NOTES AS WELL AS THE TYPICAL DETAILS APPLY TO ALL 3. ARRANGEMENT AND DETAILING OF REINFORCING STEEL,INCLUDING BAR 1. CONCRETE EXISTING SLABS TO 1/4" PARTS OF THE PROJECT,UNLESS NOTED OTHERWISE. SUPPORTS AND SPACERS,SHALL BE IN ACCORDANCE WITH THE LATEST ACI INSPECTION: co AMPLITUDE MIN PRIOR TO w CONCRETE PLACEMENT 3. DIMENSIONS NOTED WITH AN ASTERISK,""",ARE TO BE 315 DETAILING MANUAL. CONT PER ii a COORDINATED IN THE FIELD BY THE CONTRACTOR. 4. REINFORCING SHALL LAP IN ACCORDANCE WITH ACI 318-14. [X] [] CONTINUOUS PLACEMENT INSPECTION < EXISTING TOPPING SLAB 5. DIMENSIONS TO REINFORCING ARE TO BAR CENTERLINES,UNLESS NOTED EXCEPT fc<2,500 PSI OR TYPE E CONCRETE PERMITS AND INSPECTIONS OTHERWISE BAR COVER IS CLEAR DISTANCE BETWEEN THE BAR AND THE [ ] [X] VERIFY DESIGN MIX NM 11111 CONCRETE SURFACE.UNLESS SHOWN OTHERWISE BAR COVER SHALL NOT BE [X] [ ] AT TIME SAMPLE TAKEN FOR STRENGTH,SLUMP, REBAR DOWEL, 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LESS THAN,UNLESS OTHERWISE SHOWN ON THE DRAWINGS: UNIT WEIGHT,AIR AND TEMPERATURE TESTS. ® ll"- SEE DETAIL 2/S001 PERMITS AND INSPECTIONS REQUIRED BY THE LOCAL BUILDING INTERIOR DRY SURFACES 1 1/2-INCH [ ] [X] PROPER CURING AND TEMPERATURE INEIMA: INSPECTOR AND AS DESCRIBED IN THE SPECIFICATIONS. SLAB BOTTOMS AND SIDES IN CONTACT WITH EARTH 3-INCH [X] [ ] BOLTS INSTALLED IN CONCRETE EXISTING 2. THE CONTRACTOR SHALL SELECT,INSTALL AND MAINTAIN [ ] [X] REINFORCING PLACEMENT ~ BASE SLAB SHORING,SHEETING,BRACING AND SLOPING AS NECESSARY [ ] [X] FORMWORK TO MAINTAIN SAFE EXCAVATIONS.THE CONTRACTOR SHALL BE [ ] [ ] STRESSING&GROUTING OF TENDONS RESPONSIBLE FOR ENSURING FULL COMPLIANCE WITH 29 CFR SUBMITTAL REQUIREMENTS N�!M ir�vin. STRUCTURAL I-- PART 1926 OSHA SUBPART P EXCAVATIONS AND TRENCHES TESTING: EXISTING �� '�NI 1�!�0I1 CONCRETE w FOUNDATION I� I� I I� I� REQUIREMENTS.ALL EARTHWORK SHALL BE PERFORMED IN 1. PRODUCT DATA: [X] 4 CYLINDERS PER 100 CUBIC YARDS* 404 . 1 i ♦i ?-c �tr:�r:.. a STRICT ACCORDANCE WITH APPLICABLE LAW,INCLUDING BAR SUPPORTS AND CHAIRS. TEST: 2 @ 7 DAYS,2 @ 28 DAYS. BEDDING �! /�/, j �► �; �! o e4OPN. "��'4:4494., a LOCAL ORDINANCES,AND APPLICABLE OSHA REQUIREMENTS. MECHANICAL BAR CONNECTORS,INCLUDING ICC-ES REPORTS. *EACH MIX PLACED,EACH DAY PLACED 14 �,� I� I.� I I. x CERTIFIED MILL TEST REPORTS ON REINFORCEMENT. EXCEPT fc<2,500 PSI OR TYPE E CONCRETE (N)OR(E)DRAIN _%!404e'%] Itr_u VIM SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS CEMENTITIOUS MATERIALS. [X] SLUMP TEST-PER 50 CY&AT STRENGTH SAMPLE PIPE WITH DIAMETER .'Y i5 /. Alehl / !' COARSE AND FINE AGGREGATES. [X] AIR TEST-PER STRENGTH SAMPLES "D",DEPTH VARIES ��ire t%� n{%��'AU 1. SPECIAL INSPECTION IN ACCORDANCE WITH OSSC 2019, ADMIXTURES [ ] SHRINKAGE TEST-3 SPECIMENS PER STRENGTH io SECTION 1704,SHALL BE REQUIRED AS INDICATED IN THE SCHEDULE SPECIAL INSPECTION AND TESTING SCHEDULE ON THIS SHEET. WATER [ ] UNIT WEIGHT TEST-PER STRENGTH SAMPLES 'D'+12" 2. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48-HOURS READY-MIX PLANT CERTIFICATION NOTES: MIN BEFORE PLACEMENT OF REINFORCING STEEL AND CONCRETE MIX DESIGNS 2. SPECIAL CASES SO THAT THE INSTALLATION MAY BE INSPECTED. MIX TEST RESULTS ANCHORAGE TO EXISTING CONCRETE: 1. IF REPLACING LATERAL,MATCH EXISTING PIPE DEPTH. CURING MATERIALS AND PROGRAM 2. IF INSTALLING ACCESS PIT,PROTECT EXISTING PIPE TO REMAIN. [X] INSTALLATION INSPECTION IN ACCORDANCE WITH ICC-ES CONCRETE: JOINT FILLERS REPORT 3. BASE SLAB THICKNESS VARIES SEE KEY NOTES ON PLAN AND SEALANTS PROFILE DRAWINGS. 1. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4500 PSI GROUTS 4. SUBMIT PLAN TO ENGINEER FOR APPROVAL PRIOR TO CUTTING AS MEASURED IN ACCORDANCE WITH ASTM C39. METHODS AND MATERIALS FOR CONCRETE REPAIRS TRENCH GREATER THAN 30 INCHES WIDTH. 2. MIX DESIGN ADHESIVE ANCHORS,INCLUDING ICC-ES REPORTS FIELD TEST RECORDS: SUBMIT IN ACCORDANCE WITH ACI 318 CHAPTER 26.4.4 2. SHOP DRAWINGS: TYPICAL TRENCH OR ACCESS PIT REPAIR WATER/CEMENT RATIO: 0.45 MAX BAR AND WIRE FABRIC LAYOUTS SCALE: NO SCALE AIR CONTENT: 4%+/-1%IN ACCORDANCE W/ASTM C231 BAR BENDING DIAGRAMS SLUMP: 3 TO 4 INCHES IN ACCORDANCE W/ASTM C143 ASSEMBLY DIAGRAMS,INCLUDING BAR LAP AND SPLICE SHRINKAGE: 0.05%IN ACCORDANCE W/ASTM C157 LOCATIONS 3. CEMENTITIOUS MATERIALS MECHANICAL CONNECTOR LAYOUT WIDTH MINIMUM CONTENT: 570 LBS/CU YD ACCESSORIES AND INSERTS LAYOUT 30"MAX PORTLAND CEMENT: ASTM C150,TYPE II LOW ALKALI CONSTRUCTION JOINT LAYOUT 1 FLYASH: ASTM C618,CLASS F,NOT TO EXCEED 20%OF TOTAL I ROUGHENED CJ ALL #6@12"DOWELS SEQUENCE OF CONCRETE PLACEMENT CEMENTITIOUS MATERIALS AROUND&APPLY SURFACE INSTALLED W/HILT! PROGRAM AND METHOD OF CONCRETE PLACEMENT 3. AGGREGATE EPDXY BONDING AGENT HIT-HY 200 EPDXY COARSE: CONFORM TO ASTM C33,1-INCH MAX AGGREGATE DEMOLITION FINE: CONFORM TO TABLE 1 OF ASTMC33 (N)CONCRETE 1. SUBMIT PLAN TO ENGINEER IF ANY CONCRETE DEMOLITION IS ANTICIPATED TO co ° COMBINED AGGREGATE GRADATION(%PASSING SIEVE) EXCEED 30 INCHES IN WIDTH. • °_' c 2. AFTER PIPE REPLACEMENT EXCAVATED SPACE SHALL BE REINFORCED PER Z a - -�, ! 1-1/2" 1" 3/4" 3/8" No.4 No.8 No.16 No.30 No.50 No.100 No.200' DETAILS 1 AND 2 AND BACKFILLED WITH CONCRETE MEETING THE " SPECIFICATION NOTED ON THIS SHEET. J w ° 100 90-100 55-100 45-75 35-60 27-45 20-35 12-25 3-15 0-5 0-2 �- ° 4 SLAB -` TYP) jam/.F 4.4. ADMIXTURES 6" PIE AIR ENTRAINING: ASTM C260 I MIN S WATER REDUCING: ASTM C494,TYPE A 4 5. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 301-10,318-14,AND ACI 347. PLAN SECTION 6. CONCRETE SHALL BE PLACED AND CURED BETWEEN 50 AND 90 DEGREES F. E 7. PROVIDE SF-2.0 FINISH AT FORMED SURFACES IN ACCORDANCE WITH ACI 301. NOTES: 8. PROVIDE TROWEL FINISH AT HORIZONTAL SURFACES IN ACCORDANCE WITH ACI 301. 1. TOPPING CONCRETE NOT SHOWN. 9. UNLESS OTHERWISE NOTED,ALL EXPOSED EDGES AND CORNERS SHALL BE CHAMFERED 3/4-INCH. .02 10. METHODS:SUPPLY CONCRETE AND GROUT FOR THE PROJECT USING ONE OF THE FOLLOWING 2 SLAB IN F 1 L L t. 10.1. SUPPLY CONCRETE USING TRUCK MIXERS AND A READY-MIX PLANT CERTIFIED O SCALE: 1/4"=1'-0" E BY THE NATIONAL READY-MIX CONCRETE ASSOCIATION. 10.2. QUALIFY THE SUPPLIER ACCORDING TO ASTM C94 SECTIONS 8 THROUGH 11 ci m INCLUSIVE. i` 11. MEASURE,BATCH,MIX,TRANSPORT AND DELIVER CONCRETE,GROUT AND a MATERIALS IN CONFORMANCE WITH ASTM C94.IF PACKAGED DRY-COMBINED MATERIALS ARE USED THEY SHALL CONFORM TO THE REQUIREMENTS OF ASTM C387. w 11.1. CONCRETE AND GROUT SHALL BE DELIVERED COMPLETELY MIXED TO THE m 1- PROJECT SITE. ' 11.2. NO RE-TEMPERING OF PARTIALLY HARDENED MATERIAL IS PERMITTED.DO NOT USE PARTIALLY HARDENED CONCRETE OR GROUT IN THE WORK. N m 12. PREPARE MIX DESIGNS FOR CONCRETE PLACEMENT BY THE BATCH PROCESS AND/OR BY PUMPING,AS REQUIRED,AND STATE THE PROCESS ON THE SUBMITTAL. ,,,,VD 'ROn,� 11 12.1. DO NOT EXCEED THE WATER-CEMTITIOUS MATERIALS RATIOS.VARY THE oi�R--0 PNE RQ `Si0 WATER-REDUCING ADMIXTURES TO ACCOMPLISH AN INCREASE IN SLUMP OR ���� .93296PE� , n m WORKABILITY TIME. m E DIGITALLY SIGNED 3 W oRN:STP °R� 11/18/21 FRDJNAME MMIIIIIIIMIll DURHAM WRRF SHEET TR E STRUCTURAL SHEET: 9 OF: 9 DWGk' q O OREGON DATE: S✓N 9 'L DSN:STP DWOk: SOO1 DATE. 11/18/2021 c001 T'Ve Y a THIS BAR IS ONE INCH \ SOLIDS BUILDING GENERAL NOTES, SPECIAL J PRR� E� CHK:JDS cAD FILE II: 187600825-S001.DWG WHEN DRAWING IS FULL C1eanWate\ Services DRAIN IMPROVEMENTS INSPECTION, TESTING PLoTFLEE [ EXPIRES: 12/31/2022 I SCALE. SCHEDULES,AND DETAILS "9 APPD:MDH SCALE: AS SHOWN CIPP REPAIR PROJECT PaIsRO 7070 : REV k DATE ORN APPO DESCRIPTION 2550 SW Hillsboro HWy. Hillsba0,Of290D 97123-9379 PROJ k: ii R