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HomeMy WebLinkAboutPlans (104) 2,FTci COPY I I CLEAN wATER SERVICES � EEIE DURHAM AWWTF PHASE 5 SECONDARY TREAT NT g 9 "" �. 7 State'of�� ._ ' P. r S 'Y'Sl' EM E)(PANSION PROJ ' } _ = �Concrete and reinforcing Steel I I ■1 Bolts Installed.r Concrete CWS PROJECT NO . 6Efi -_, , .. . £a t eJistin C®ncretp name ._„ ...,;.t.:,.,., :g ste x-'restrssstrlg Steel Tendons B&V PROJECT N 195757 111 — r .CONTRACT DOCUMENTS VOLU E 4 DRAWI O S1r Try: ' ,1aIll , , i ..,c....- .. _ i '-'£: to ,1 _ , ". .ve Materials ..N Lx ' `y .)1'611,_ ,'„i did Caissons' � % APPROXIMATEc i '* ` n 1/ x PROJECT �� -� �> �: EXTENTS [+ L 3fO:Gf ;? ,it insoP En! I ..; , ,, ,, ..,. apecia� asais;gy Excavation and Filling , : „:„ :- ,,...„ ,_,, ., „„. ,.,, , Y � �� f =- -e -',.. ' ❑ Smoke-Control Systems �.;.. -� PROJECTt ' � e `, ..„,:t � ❑ Otiierin_.'..av^"+iS �11 I Q� 111TL�[�J1 - TRAILER e� � "r .. SITE„,,-.„ * •► III REVIEWED FOR CODE GUMPLIANC$ ” ; '& ; J rr�' '� <.-.� � s� �;�'�7 :� .' DURHAM AWWTP �{�( ' f i , - ' �� $ - 18580 SW 85TH AVENUE, I FFYC Approve IV ) , `" TIGARD,OR 97224 111 OTC: ( jtt IPermu #: u � l — 000 .,-....:--;ii,.. - Address; �� �w Ate + v . t" '=*.a Stittc #: ,, � u €k t' f I By: Datta .-..--a.....)._— � � �� � ' w CITY OF TIGARD �� � � Approvedby planning Da a � ��� Initials: le)-) 4 ate . " �o �o SITE MAP p.�' NO SCALE :la ��.0 PROFFS O�l Colt (0<�937G 1 NFPs/O a _Bt�V onrE:MARCH 2018 vROJ NAME. SHEET 111LE: SHEET:1 OF;288 owe#: p telly dig J c0 Ci CLEAN WATER SERVICES ASH DAC #G001 THIS BAR IS ONE INCH ���` DURHAM AWWTF PL°T 3/6/18 ✓oaEcoNe DSN RT Ply G001.dwg WHEN DRAWING IS FULL C eanWater Services 123.BLACK&VEATCH GENERAL G001 p qk s 2a1 lic;1"8 Our commitment rs clear. PHASE 5 SECONDARY TREATMENT COVER SHEET PEO R. gHoc I $� APPo sDG SCALE:AS SHOWN SCALE. - SYSTEM EXPANSION PROJECT EXPIRES DEC 31.2019 �' REV R DATE ERR APPD DESCRIPTION 2550 5W Hillsboro Hwy. Hillsboro.Oregon 97123-9379 PRW N 6757 ENOR STAMP 1 DRAWING INDEX DRAWING SHEET SHEET NAME DRAWING SHEET DRAWING SHEET DRAWING SHEET NUMBER NUMBER NUMBER NUMBER SHEET NAME NUMBER NUMBER SHEET NAME NUMBER NUMBER SHEET NAME GENERAL S013 77 STANDARD PIPE SUPPORT DETAILS-SHEET 2 MT104 149 EXISTING GALLERY AREA -MODIFICATION PLAN(NORTH) EA105 yZp LOWER LEVEL-AERATION BASIN NO.5,PUMP STATION AND GALLERY OVERALL 6001 1 COVER SHEET S014 78 STANDARD PIPE SUPPORT DETAILS-SHEET 3 MT105 150 EXISTING GALLERY AREA -MODIFICATION PLAN(SOUTH) PLAN G002 2 INDEX OF DRAWINGS S015 79 STANDARD PIPE SUPPORT DETAILS-SHEET 4 MT301 151 GALLERY-MECHANICAL SECTIONS EA501 221 AERATION BASIN NO.5 CONDUIT ROUTING DETAILS G003 3 GENERAL NOTES AERATION BASIN NO.5 MI-302 152 GALLERY-MECHANICAL SECTIONS EC101 222 SECONDARY CLARIFIER NO.5 POWER&LIGHTING PLAN G004 4 LEGEND AND SYMBOLS SA101 80 LOWER LEVEL-BASIN,PUMP STATION&GALLERY-OVERALL PLAN MT303 153 GALLERY-MECHANICAL SECTIONS ED107 223 DRAINAGE PUMPING POWER PLAN 111 G005 5 GENERAL ABBREVIATIONS SA152 81 AERATION BASIN NO.5-LOWER LEVEL-ENLARGED PLAN•AREA 1(WEST SIDE) MT501 154 GALLERY-MECHANICAL DETAILS ED102 224 DRAINAGE PUMPING LIGHTING PLAN 6008 6 PROCESS CRITERIA 5A103 82 AERATION BASIN NO.5-LOWER LEVEL-ENLARGED PLAN-AREA 2 MT502 155 GALLERY-MECHANICAL DETAILS 00101 225 ODOR CONTROL POWER AND LIGHTING PLAN (007 7 HYDRAULIC PROFILE SA104 83 AERATION BASIN NO.5-LOWER LEVEL-ENLARGED PLAN-AREA 2(EAST SIDE) ODOR CONTROL EP101 226 RAS/WAS PUMPING STATION POWER PLAN 6601 8 PROCESS FLOW DIAGRAM SA105 84 UPPER LEVEL-BASIN,PUMP STATION 8 GALLERY-OVERALL PLAN M0101 156 ODOR CONTROL-FILTER PLAN EP102 227 RAS/WAS PUMPING STATION LIGHTING PLAN CIVIL SA106 85 AERATION BASIN NO.5-UPPER LEVEL-ENLARGED PLAN-AREA 1(WEST SIDE) M0102 157 ODOR CONTROL-MECHANICAL PLAN EP103 228 ELECTRICAL ROOM POWER PLAN I C100 9 EXISTING CONDITIONS SA107 86 AERATION BASIN NO.5-UPPER LEVEL-ENLARGED PLAN-AREA 2M0301 158 ODOR CONTROL-SECTIONS EP104 229 ELECTRICAL ROOM LIGHTING PLAN C701 70 OVERALL SITE PLAN(BUILDOUT) SA108 87 AERATION BASIN NO.5-UPPER LEVEL-ENLARGED PLAN-AREA 3(EAST SIDE) M0302 159 ODOR CONTROL-SECTIONS EP501 230 RAS/WAS PUMPING STATION CONDUIT ROUTING SECTIONS 0702 11 CONTRACTOR STAGING AND ACCESS PLAN SA201 88 AERATION BASIN NO.5-WALL ELEVATIONS-SHEET 1 OF 2 MO501 160 ODOR CONTROL-DETAILS EP502 EP503 231 ELECTRI PUMPING STATION CONDUIT ROUTING SECTIONS CD701 12 DEMOLITION PLAN SA202 69 AERATION BASIN NO.5-WAIL ELEVATIONS-SHEET 2 OF 2 SECONDARY COLLECTION STRUCTURE,SEDS AND SURGE BASIN AREA 232 ELECTRICAL ROOM CONDUIT ROUTING SECTIONS EP504 233 CABLE TRAY ROUTING DETAILS CX101 13 EXCAVATION PLAN SA301 90 AERATIONSASRJ NO5-WALL SECTIONS-SHEET1 OF3 -1 OF2 MS101 161 SECONDARY EFFLUENT COLLECTION STRUCTURE-MECHANICAL PLANS EP505 234 CABLE TRAY ROUTING DETAILS-2 OF 2 I C501 14 CIVIL DETAILS i SA302 91 AERATION BASIN NO.5-WALL SECTIONS-SHEET 2 OF 3 SECONDARY EFFLUENT COLLECTION STRUCTURE-MECHANICAL SECTIONS AND C502 15 CIVIL DETAILS 2 SA303 92 AERATION BASIN NO.5-WALL SECTIONS-SHEET 3 OF 3 MS301 182 DETAILS E5101 235 SECONDARY EFFLUENT COLLECTION STRUCTURE POWER PLAN 0503 18 CIVIL DETAILS 3 SA501 83 AERATION BASIN NO.5-STRUT DETAILS BUILDING MECHANICAL-PLUMBING ET107 236 GALLERY POWER PLAN C504 17 CML DETAILS 4 SECONDARY CLARIFIER NO.5 GENERAL ET102 237 GALLERY LIGHTING PLAN EU701 238 C505 18 CIVIL DETAILS 5 SC101 94 SECONDARY CLARIFIER NO.5-LOWER LEVEL PLAN PRIMARY EFFLUENT PUMPING STATION MODIFICATION PLAN,SECTION,AND PG001 163 LEGEND,ABBREVIATIONS AND GENERAL NOTES DETAILS 0508 19 CIVIL DETAILS 6 SC102 95 SECONDARY CLARIFIER NO.5-UPPER LEVEL&ENLARGED PLANS PG501 164 DETAILS,RISER DIAGRAMS AND SCHEMATICS EU102 239 POLE BARN BUILDING POWER PLAN C507 20 CIVIL DETAILS 7 SC301 96 CLARIFIER NO.5-SECTIONS f°G601 165 SCHEDULES EU501 POLE BARN BUILDING DETAILS 0508 09 21 CML DETAILS B DRAINAGE PUMPING STATIONSECONDARY GALLERY INSTRUMENTATION C510 22 CIVIL DETAILS 9 SD101 97 DRAINAGE PUMPING STATION-LOWER LEVEL-ENLARGED PLAN PT107 166 GALLERY-PLUMBING OVERALL PLAN 1001 241 P81D-LEGEND AND ABBREVIATION SHEET 1012 C510 23 CIVIL DETAILS 10 SD702 98 DRAINAGE PUMPING STATION-ROOF LEVEL-ENLARGED PLAN PT102 167 GALLERY-PLUMBING ENLARGED PLAN t 1002 242 P$ID-LEGEND AND ABBREVIATION SHEET 1 of 2 C511 24 CIVIL DETAILS 11 SD301 99 DRAINAGE PUMP STATION-SECTIONS PT703 168 GALLERY-PLUMBING ENLARGED PLAN 2 1003 243 P&113-CONTROL SYSTEM BLOCK DIAGRAM C512 25 CIVIL DETAILS 12 CIVIL DETAILS 13 5E101 100 ELECTRICAL ROOM-ROOF PLAN PT104 169 GALLERY-PLUMBING ENLARGED PLAN 3 1004 244 INSTRUMENT INSTALLATION DETAILS SHEET 1 OF 3 C513 26 SE501 101 ELECTRICAL ROOM-ROOF DETAILS C514 27 CIVIL DETAILS 14 BUILDING MECHANICAL-HVAC 1005 245 INSTRUMENT INSTALLATION DETAILS SHEET 2 OF 3 SP701 102 RAS/WAS PUMPING STATION-LOWER LEVEL-ENLARGED PLAN GENERAL 1006 246 INSTRUMENT INSTALLATION DETAILS SHEET 3 OF 3 CG001 28 GRADING AND PAVING-SITE CONTROL TABLES SP102 103 RAS/WAS PUMPING STATION-ROOF LEVEL-ENLARGED PLAN 1601 247 P&ID-PRIMARY EFFLUENT PUMP STATION MODIFICATIONS CG101 29 GRADING AND PAVING-OVERALL PLAN SP301 104 H0001 170 LEGEND,ABBREVIATIONS AND GENERAL NOTES RAS!WAS PUMPING STATION-SECTIONS HG501 171 DETAILS 1602 248 P&ID-AERATION BASIN NO.5 SHEET t OF 3 CG102 30 GRADING AND PAVING-ENLARGED PLAN 1 5P501 705 PUMPING STATIONS-MONORAIL DETAILS 249 P&ID-AERATION BASIN NO.5 SHEET 2 OF 3 CG103 CG 104 31 32 GRADING AND PAVING-ENLARGED PLAN 2 GRADING AND PAVING-ENLARGED PLAN 3 30502 SP503 108 RAS/WAS PUMPING STATION-PIPE SUPPORT DEETAILS-SHEET 1 OF 2 107 RAS/WAS PUMPING STATION-PIPE SUPPORT DEETAILS-SHEET 2 OF 2 1-1G601G601 172 SCHEDULES HG602 173 AIRFLOW.SCHEMATIC AND HVAC CONTROLS 1603 1604 P&ID-AERATION BASIN NO.5 SHEET 3 OF 3 CE007 33 EROSION CONTROL COVER SHEET GALLERYffUNNELS 1605 251 P510-NRD PUMPING SP901 108 BASIN,PUMPING STATIONS&GALLERY-3D VIEW 1606 252 P&ID-SECONDARY CLARIFIER ND.S AND SECONDARY EFFLUENT CONVEYANCE CE101 34 EROSION CONTROL PLAN SS101 109 SECONDARY EFFLUENT COLLECTION STRUCTURE 8 EFFLUENT CHANNEL-PLANS I-11101 174 GALLERY-HVAC OVERALL PLAN CE501 35 EROSION CONTROL DETAILS 1 GALLERY ENLARGED PLAN 1607 253 P&ID-RAS PUMPING H7102 175 EXISTING SS301 110 SECONDARY EFFLUENT COLLECTION STRUCTURE$EFFLUENT CHANNEL- 1608 254 P$ID-WAS PUMPING CE502 36 EROSION CONTROL DETAILS 2 SECTIONS HT103 176 LOWER LEVEL MAU ENLARGED PLAN CE503 37 EROSION CONTROL DETAILS 3 ST101 111 GALLERY-LOWER LEVEL-ENLARGED PLAN HT104 177 OPERATING LEVEL ENLARGED PLAN 1609 255 P&ID-SIDE STREAM RAS PUMPING CE504 38 EROSION CONTROL DETAILS 4 ST102 112 GALLERY-UPPER LEVEL- 1610 256 P&ID-SECONDARY EFFLUENT COLLECTION STRUCTURE ENLARGED PLAN HT105 178 RAS/WAS PUMPING ENLARGED PLAN 1611 257 PAID-DRAINAGE PUMPS CE505 39 EROSION CONTROL DETAILS 5 ST301 113 GALLERY-SECTIONS HT106 179 ELECTRICAL ROOM PLAN CE506 40 EROSION CONTROL DETAILS 6 ST302 114 GALLERY-MAU CHASE PLAN&SECTIONS 1612 258 P&ID-TUNNEL SUMP PUMPS ELECTRICAL 1613 259 PD-HVAC DRAWING SHEET 1 OF 2 00001 41 UTILITIES-UTILITIES CONTROL TABLES ST501 GALLERY-PIPE SUPPORT DETAILS E001 180 LEGEND 1614 CU101 42 UTILITIES-OVERALL PLAN 37502 116 EXISTING RAS PUMPING STATION-WALL RETROFIT DETAILS E002 181 ABBREVIATIONS 8 NOTES 1615 260 P61D-HVAC DRAWING SHEET 20F2 261 P81D-ODOR CONTROL SYSTEM SHEET 1 OF 2 CU102 43 UTILITIES-ENLARGED PLAN 1 MECHANICAL115 PROCESS E003 182 CIRCUIT CONDUCTOR IDENTIFICATION 1816 262 P&ID-ODOR CONTROL SYSTEM SHEET 2 OF 2 CU1O3 44 UTILITIES-ENLARGED PLAN 2 PRIMARY EFFLUENT PUMP STATION E101 183 SITE PLAN CU104 45 UTILITIES-ENLARGED PLAN 3 1701 263 CONTROL WIRING DIAGRAM-MIXED LIQUOR RECYCLE PUMP MU107 117 MODIFICATION PLAN,SECTION AND DETAILS E102 184 DUCT BANK SECTIONS AND SCHEDULES 1702 264 CONTROL WIRING DIAGRAM-ANAEROBIC/ANOXIC MIXER Il CU801 46 UTILITIES-PIPING PROFILES 1 AERATION BASIN E103 185 SITE LIGHTING PLAN 1703 265 CONTROL WIRING DIAGRAM-SECONDARY CLARIFIER NO.5 CU802 47 UTILITIES-PIPING PRORLES 2 MA101 118 AERATION BASIN NO.5-LOWER LEVEL OVERALL PLAN E501 186 ELECTRICAL DETAILS 1704 266 CONTROL WIRING DIAGRAM- CU803 48 UTILITIES-PIPING PROFILES 3 SCUM PUMP MA102 119 AERATION BASIN NO.5-LOWER LEVEL-ENLARGED PLAN-AREA1(WEST SIDE) E502 187 ELECTRICAL DETAILS CU804 49 UTILITIES-PIPING PROFILES 4 1705 267 CONTROL WIRING DIAGRAM-RAS/SIDESTREAM RAS/NRD PUMP MA103 120 AERATION BASIN NO.5-LOWER LEVEL-ENLARGED PLAN-AREA 2 E503 188 ELECTRICAL DETAILS 1706 268 CONTROL WIRING DIAGRAM-WAS PUMP CS151 50 SURGE BASIN MODIFICATIONS-OUTFALL PIPE MA104 121 AERATION BASIN NO.5-LOWER LEVEL-ENLARGED PLAN-AREA 3(EAST SIDE) E504 189 ELECTRICAL DETAILS I ARCHITECTURAL 707 269 CONTROL WIRING DIAGRAM-DRAINAGE PUMP 1 MA105 122 AERATION BASIN NO.S-UPPER LEVEL OVERALL PLAN E601 190 LIGHTING FIXTURE AND PANELBOARD SCHEDULES 1708 270 CONTROL WIRING DIAGRAM-DRAINAGE PUMP 2 271 CONTROL WIRING DIAGRAM-MODULATING VALVE GATE ELECTRICAL BUILDING/PUMPING STATION ENTRANCE MA106 123 AERATION BASIN LAO.5-UPPER LEVEL-ENLARGED PLAN-AREA 7(WEST SIDE) E50fi 191 LIGHTING FIXTURE AND PANELBOARD SCHEDULES 709 AE700 51 TUNNEL LIFE SAFETY PLAN MA107 124 AERATION BASIN NO.5-UPPER LEVEL-ENLARGED PLAN-AREA 2 E801 192 EXISTING OVERALL PLANT ONE-LINE DIAGRAM 1710 272 CONTROL WIRING DIAGRAM-ODOR CONTROL FANS AE101 52 ELECTRICAL BUILDING LIFE SAFETY PLAN MA108 125 AERATION BASIN NO.S-UPPER LEVEL-ENLARGED PLAN-AREA 3(EAST SIDE) 6602 193 MCC ONE-LINE DIAGRAM 1711 273 CONTROL WIRING DIAGRAM-GALLERY EXHAUST FAN AE702 53 ELECTRICAL BUILDING FLOOR PLAN MA301 126 AERATION BASIN NO.S-MECHANICAL SECTIONS E603 194 MCC ONE-LINE DIAGRAM 1712 274 CONTROL WIRING DIAGRAM-ELECTRICAL BUILDING FAN AE103 54 ELECTRICAL BUILDING ROOF PLAN MA301 127 AERATION BASIN NO.5-MECHANICAL SECTIONS E604 195 MCC ELEVATION 1713 275 INSTRUMENTATION-TYPICAL ANALOG CHEMSCAN ANALYZER UNIT LOOP DIAGRAM 2 276 INSTRUMENTATION-TYPICAL ANALOG AMMONIA ANALYZER LOOP DIAGRAM AE704 55 ELECTRICAL BUILDING STAIR PLANS&SECTIONS MA303 128 AERATION BASIN N0.5-MECHANICAL SECTIONS E605 196 CIRCUIT/RACEWAY BLOCK DIAGRAM-AERATION BASIN NO.5 1714 AL3201 56 ELECTRICAL BUILDING EXTERIOR ELEVATIONS MA90130 AERATION BASIN Na 5-MECHANICAL 3D VIEW E606 197 CIRCUIT/RACEWAY BLOCK DIAGRAM-AERATION BASIN NO.5 1715 277 INSTRUMENTATION-TYPICAL ANALOG NITRATE ANALYZER LOOP DIAGRAM AF202 57 ELECTRICAL BUILDING EXTERIOR ELEVATIONS SECONDARY CLARIFIER E607 198 CIRCUIT/RACEWAY BLOCK DIAGRAM-AERATION BASIN NO.5 1716 278 INSTRUMENTATION-TYPICAL ANALOG TSS PROBE ANALYZER LOOP DIAGRAM AE301 58 ELECTRICAL BUILDING WALL SECTIONS 0608 199 CIRCUIT/RACEWAY BLOCK DIAGRAM-AERATION BASIN NO.5 MC701 131 SECONDARY CLARIFIER NO.S-UPPER MECHANICAL PLAN 1717 279 INSTRUMENTATION-TYPICAL ANALOG TSS INLINE ANALYZER LOOP DIAGRAM AE302 59 ELECTRICAL BUILDING WALL SECTIONS E609 200 CIRCUIT/RACEWAY BLOCK DIAGRAM-AERATION BASIN NO.5 MC102 132 SECONDARY CLARIFIER NO.S-LOWER MECHANICAL PLAN INSTRUMENTATION-TYPICAL ANALOG DISSOLVED OXYGEN ANALYZER LOOP AE501 60 ELECTRICAL BUILDING SCHEDULES 8 DOOR DETAILS MC301 133 SECONDARY CLARIFIER NO.5-MECHANICAL SECTIONS E610 201 CIRCUIT/RACEWAY BLOCK DIAGRAM-AERATION BASIN NO.S 1778 280 DIAGRAM AE502 67 ELECTRICAL BUILDING DOOR,LOUVER,&WINDOW DETAILS E611 202 CIRCUIT/RACEWAY BLOCK DIAGRAM 1719 281 INSTRUMENTATION-TYPICAL ANALOG PNEUMATIC VALVE ACTUATOR LOOP MC501 134 SECONDARY CLARIFIER NO.5-MECHANICAL DETAILS DIAGRAM AE503 62 ELECTRICAL BALDING ROOF DETAILS MC901 135 SECONDARY CLARIFIER NO.S-MECHANICAL 3D VIEW E612 203 CIRCUIT/RACEWAY BLOCK DIAGRAM-NRD PUMPS/GALLERY 1720 282 INSTRUMENTATION-TYPICAL ANALOG THERMAL MASS FLOW METER LOOP E613 204 CIRCUIT/RACEWAY BLOCK DIAGRAM-SECONDARY CLARIFIER NO.5 DIAGRAM 63 ELECTRICAL BUILDING MISCELLANOUS DETAILS PUMPING STATION AE901 64 ELECTRICAL BUILDING EXTERIOR PERSPECTIVES E614 205 CIRCUIT/RACEWAY BLOCK DIAGRAM-SCUM PUMPS 1721 283 INSTRUMENTATION-TYPICAL ANALOG MAGNETIC FLOW METER LOOP DIAGRAM MP101 136 RASNVAS PUMPING-MECHANICAL PLAN(NORTH) E615 206 CIRCUIT/RACEWAY BLOCK DIAGRAM-RAS PUMPS INSTRUMENTATION-TYPICAL ANALOG HYDROSTATIC LEVEL TRANSMITTER LOOP o STRUCTURAL MP102 137 RAS/WAS PUMPING-MECHANICAL PLAN(SOUTH) 1722 284 GENERAL E616DIAGRAM 207 CIRCUIT/RACEWAY BLOCKDIAGRAM-WAS PUMPS INSTRUMENTATION-TYPICAL ANALOG LASER LEVEL TRANSMITTER LOOP DIAGRAM V' MP301 138 RAS/WAS PUMPING-MECHANICAL SECTIONS E6177 208 CIRCUIT/RACEWAY BLOCK DIAGRAM-SE COLLECTION STRUCTURE 1723 285 cv M 5001 65 STRUCTURAL NOTES MP302 139 RAS/WAS PUMPING-MECHANICAL SECTIONS E618 209 CIRCUIT/RACEWAY BLOCK DIAGRAM- INSTRUMENTATION-TYPICAL ANALOG TEMPERATURE TRANSMITTER LOOP DRAINAGE PUMPS 1724 286 DIAGRAM cO S002 66 STANDARD CONCRETE REINFORCEMENT DETAILS MP501 140 RAS/WAS PUMPING-MECHANICAL DETAILS E618 210 CIRCUIT/RACEWAY BLOCK DIAGRAM-RAS SIDESTRFAM PUMPS 1725 287 INSTRUMENTATION-TYPICAL ANALOG PRESSURE TRANSMITTER LOOP DIAGRAM S003 87 STANDARD CONCRETE JOINT DETAILS MP901 141 MECHANICAL 3D VIEW-RASANAS PUMPING AREA E6201 211 CIRCUIT/RACEWAY BLOCK DIAGRAM-PLUMBING INSTRUMENTATION-TYPICAL ANALOG DIFFERENTIAL PRESSURE TRANSMITTER S004 68 STANDARD CONCRETE BEAM DETAILS,NOTES AND SCHEDULE E621 212 CIRCUIT/RACEWAY BLOCK DIAGRAM-HVAC 1726 288 LOOP DIAGRAM IQ Y DRAINAGE PUMP STATION _0) S005 69 MISCELLANEOUS CONCRETE DETAILS MD101 142 DRAINAGE PUMPING-MECHANICAL PLAN E622 213 CIRCUIT/RACEWAY BLOCK DIAGRAM-HVAC 74 G S006 70 STANDARD MASONRY WALL REINFORCEMENT DETAILS MD301 143 DRAINAGE PUMPING PUMPING-MECHANICAL SECTIONS E623 214 CIRCUIT/RACEWAY BLOCK DIAGRAM-ODOR CONTROL N m FNaS007 71 STANDARD MASONRY LINTEL&JAMB DETAILS MD302 144 DRAINAGE PUMPING PUMPING-MECHANICAL SECTIONS E624 215 CIRCUIT/RACEWAY BLOCK DIAGRAM-AERATION BASIN 5 ELECTRICAL BUILDING ZN 5008 72 GUARDAIL&HANDRAIL DETAILS MDB01 145 MECHANICAL 3D VIEW-DRAINAGE PUMPING PUMPING AREA UPPER LEVEL-AERATION BASIN NO.5,PUMP STATION AND GALLERY OVERALL S009 73 TYPICAL STAIR DETAILS EA701 216 PLAN (Q 5515 74 MISCELLANEOUS METAL DETAILS GALLERY N1T101 146 GALLERY-OVERALL MECHANICAL PLAN EA102 217 AERATION BASIN NO.5 POWER&LIGHTING PLAN 1 OF 3 lcl L 5011 75 STANDARD LADDER DETAILS MT102 147 GALLERY-WEST MECHANICAL PLAN EA703 218 AERATION BASIN NO.5 POWER 8 LIGHTING PLAN 2 OF 3 p1Q S012 76 STANDARD PIPE SUPPORT DETAILS-SHEET 1 MT103 148 GALLERY-EAST MECHANICAL PLAN EA104 219 AERATION BASIN NO.5 POWER&LIGHTING PLAN 3 OF 3p PROP :6,4,_ 4 ORIG � NDATE: MARCH 2018 I / T PROS NAME: SHEET TITLE: //// 9317 co SHEET:2 OF:288 DWG*: p•. tally �i9 DSN:DAC DING#: G002 CLEAN WATER SERVICES GENERAL OREGON THIS BAR IS ONE INCH �-44�� �=7 � `�� DURHAM AWWTF PLOT 3isr18 ' CHK RT CAD FlLE#: G002.dwg WHEN DRAWING IS FULL CleanW T Ser ices a BLACK&VEATCH INDEX OF DRAWINGS D"'� G002 yq"9 2 940s- SCALE. Our commitment is clear. PHASE 5 SECONDARY TREATMENT �9 Sg A� SDG SCALE: NO SCALE PLCO S:DECCL REV M DATE ORN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT CWS 8757 EXPIRES:DE31.2019 PROD 4: ENGR STAMP: IGENERAL NOTES FOR CIVIL DRAWINGS 1. HORIZONTAL CONTROL: COORDINATES ARE BASED ON WESTLAKE 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL PROPERTY 21. UNLESS OTHERWISE SPECIFIED,INDICATED ON THE DRAWINGS,OR INDICATED BY I CONSULTANTS,INC.SURVEY,DATED JANUARY 2017.COORDINATES CORNER MARKERS. PROPERTY CORNER MARKERS DAMAGED BY THE ENGINEER,INSTALL PIPELINES WITH A MINIMUM COVER OF 3'0". ON STRUCTURES DEPICT THE EXTERIOR FACE OF THE CONCRETE CONSTRUCTION ACTIVITIES SHALL BE REESTABLISHED BY A PROFESSIONAL MINIMUM PIPE COVER SHALL BE FROM THE EXISTING,PROPOSED,OR FUTURE SUBSTRUCTURE FOUNDATION WALL OR FOOTING WALL,UNLESS SURVEYOR LICENSED IN THE STATE OF OREGON. GROUND SHOWN OTHERWISE. SURFACE OR ROAD PROFILE,WHICHEVER GROUND SURFACE OR ROAD PROFILE IS 11. THE LOCATION OF TEST HOLES INDICATED ON THE DRAWINGS IS APPROXIMATE. APPLICABLE AS INDICATED ON THE DRAWINGS. IF THE PROPOSED GROUND SURFACE I 2. VERTICAL CONTROL ELEVATIONS ARE BASED ON NGVD 29. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT FOR ACTUAL TEST IS ABOVE THE EXISTING GROUND SURFACE INDICATED ON THE DRAWINGS AND IS NOT BENCHMARKS AND/OR STRUCTURE ELEVATIONS FROM EXISTING HOLE LOCATIONS AND THE FINDINGS OF THE GEOTECHNICAL INVESTIGATIONS. THE ACTUAL GROUND SURFACE AT THE TIME OF PIPELINE INSTALLATION,INSTALL SURVEYS OR REFERENCE DRAWINGS MAY RESULT IN VARIANCES THE PIPELINE TO PROVIDE MINIMUM PIPE COVER FROM THE ACTUAL GROUND WITH ELEVATIONS INDICATED ON THE DRAWINGS FOR EXISTING 12. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING TREES,SHRUBS, SURFACE FACILITIES. AND PLANTS UNLESS OTHERWISE NOTED. IF ACCEPTABLE TO THE ENGINEER. HIGH POINTS IN THE PIPELINE WILL NOT BE 1ERMITTED EXCEPT AT LOCATIONS OF AIR VALVES AS INDICATED ON THE DRAWINGS. 3. HORIZONTAL AND VERTICAL CONTROL ESTABLISHED AS 13. CONTRACTOR SHALL INSTALL ALL PIPELINES,PAVING,WALKWAYS,AND CURB REVIEW THE PIPELINE PROFILE REQUIREMENTS WITH THE ENGINEER PRIOR TO SHOWN ON ClC100.THE PROJECTED 100 YEAR FLOOD ELEVATION IS 131.0 AND AND GUTTER AT A UNIFORM GRADE BETWEEN ELEVATIONS DEPICTED ON THE PREPARING LAYING SCHEDULES AND PERFORMING FIELD STAKING. THE PROJECTED 500 YEAR FLOOD ELEVATION IS 132.3,PER WASHINGTON DRAWINGS. COUNTY FLOOD INSURANCE STUDY,NOVEMBER 2016. 22. CONTRACTOR SHALL FIELD VERIFY PRECISE LOCATION,ELEVATION,AND 14. FOR ALL SITE GRADING,SMOOTH PARABOLIC TRANSITIONS SHALL BE MADE ARRANGEMENT OF CONNECTIONS OF NEW PIPELINES WITH EXISTING PIPELINES I 4. EXISTING UTILITIES AND STRUCTURES(UNDERGROUND,SURFACE,OR BETWEEN CHANGES IN SLOPE. PARABOLIC ROUNDING SHALL APPLY TO ALL BASED ON FIELD CONDITIONS,INCLUDING EXPOSING EXISTING PIPING PRIOR TO OVERHEAD)ARE INDICATED ONLY TO THE EXTENT THAT SUCH INFORMATION CUT AND FILL SECTIONS. FABRICATING NEW PIPING. CONTRACTOR SHALL PROVIDE FITTINGS,ADAPTERS, WAS KNOWN,OR MADE AVAILABLE TO,OR DISCOVERED BY THE ENGINEER SOLID SLEEVE CLOSURES,AND HARNESSED MECHANICAL COUPLING;ROTATE IN PREPARING THE DRAWINGS. THE LOCATIONS,CONFIGURATIONS,AND 15. FINISHED GRADE ELEVATION AT THE BUILDING FACE,WHERE NOT ADJACENT FITTINGS;DEFLECT JOINTS;AND MODIFY EXISTING PIPING AS APPLICABLE AND ELEVATIONS OF SUBSURFACE FACILITIES AND UTILITIES ARE APPROXIMATE, TO PAVEMENT,SHALL BE APPROXIMATELY 6 INCHES BELOW FINISHED FLOOR AS REQUIRED TO MAKE CONNECTIONS,INCLUDING ADJUSTMENTS FOR ANY OFFSETS 1 AND NOT ALL UTILITIES AND FACILITIES MAY BE INDICATED. OVERHEAD ELEVATION UNLESS OTHERWISE NOTED. FINISHED GRADE ELEVATION IN CENTERLINE ELEVATIONS BETWEEN PIPELINES CONTRACTOR SHALL PROVIDE UTILITIES ARE NOT INDICATED IN ARCHITECTURAL ELEVATIONS,PROFILE ADJACENT TO BASINS SHALL BE APPROXIMATE AS INDICATED BY CONTOURS,OR TEMPORARY PLUG WITH FACTORY OUTLET SIZED AS REQUIRED FOR CONTRACTOR'S OR SECTION DRAWINGS. THE ENGINEERING INVESTIGATIONS,LOCATION, AS REQUIRED TO MEET STAIR LANDINGS. TESTING AND DISINFECTION WORK BEFORE MAKING CONNECTION,WHEN AND DESIGNATION OF SUBSURFACE UTILITIES INDICATED IN THESE CONTRACT APPLICABLE. CONTRACTOR SHALL COORDINATE MAKING EACH CONNECTION WITH DOCUMENTS HAS BEEN PERFORMED TO QUALITY LEVEL C IN ACCORDANCE WITH 16. THE DRAWINGS INDICATE TYPES OF PIPE SUPPORT SYSTEMS AT VARIOUS THE OWNER. GENERALLY ACCEPTED ENGINEERING PRINCIPLES AND PRACTICES AS OUTLINED LOCATIONS. HOWEVER,All PIPE SUPPORTS,HANGERS,BRACKETS,INSERTS OR IN ASCE STANDARD AND GUIDELINE BULLETIN CI/ASCE 38-02 UNLESS BRACES ARE NOT SHOWN.CONTRACTOR SHALL REFER TO THE SPECIFICATIONS 23. ALL DIP SHALL BE PROTECTED WITH A MINIMUM OF ONE WRAP OF POLYETHYLENE ENCASEMENT. OTHERWISE DESIGNATED. WHERE SUCH ACTIVITIES HAVE BEEN TO A HIGHER AND PROVIDE A COMPLETE SUPPORT SYSTEM AS REQUIRED. LEVEL OF QUALITY,THE HIGHER QUALITY LEVEL FOR THE AFFECTED AREAS IS INDICATED IN THE CONTRACT DOCUMENTS. 17. THE TERM PROPOSED"AS INDICATED ON THE DRAWINGS MEANS THE ITEM IS 24. WHERE DRAWINGS SHOW FLANGED PIPING,GROOVED PIPING SHALL BE ACCEPTABLE DESIGNED OR PLANNED TO BE PROVIDED BY OWNER OR OTHERS SEPARATE WHERE THE LAYOUT PERMITS,EXCEPT AT VALVES,WHERE FLANGED CONNECTIONS 1 FROM THIS CONTRACT. THE TERM"FUTURE"AS INDICATED ON THE DRAWINGS SHALL BE PROVIDED. 5. "SCREENED"(LIGHT)DELINEATION INDICATED ON THE DRAWINGS DENOTES REFERS TO THE ENGINEER'S INTERPRETATION OF THE ITEM FOR THE FUTURE, EXISTING FACILITIES. "SCREENED"INFORMATION WAS TAKEN FROM EXISTING BASED ON AVAILABLE INFORMATION. CONSTRUCTION DRAWINGS AND DATA,IS FOR REFERENCE ONLY,AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE ORDERING OF MATERIALS 18. THE EXISTING PROCESS FACILITIES SHALL REMAIN IN OPERATION I AND BEGINNING OF CONSTRUCTION. "BOLD"DELINEATION IS NEW WORK TO BE CONSTRUCTED UNDER THIS CONTRACT. CONTINUOUSLY THROUGHOUT THE CONSTRUCTION ACTIVITIES. INDIVIDUAL PROCESS FACILITIES CAN BE TAKEN OUT OF SERVICE FOR LIMITED PERIODS OF TIME TO FACILITATE CONSTRUCTION AS SPECIFIED IN THE CONTRACT DOCUMENTS. 6. CONTRACTOR'S STAGING,PARKING AND MATERIAL STORAGE SHALL BE LIMITED TO THE SPACE(S)DESIGNATED ON THE DRAWINGS. PROVIDING ADDITIONAL 19. STRUCTURES SUCH AS CURBS AND GUTTERS,CONCRETE AND ASPHALT DRIVES STORAGE OR PARKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. AND WALKWAYS,PAVING BRICKS,FENCING,RETAINING WALLS,ETC.,CROSSED BY THE PIPELINE ARE NOT ALL INDICATED IN PROFILE.CONTRACTOR SHALL 7. CALL BEFORE YOU DIG. CONTRACTOR SHALL VERIFY PRECISE LOCATIONS AND RESTORE ANY EXISTING STRUCTURES THAT ARE DISTURBED,DAMAGED OR ELEVATIONS OF ALL UTILITIES AND STRUCTURES,WHETHER INDICATED ON THE REMOVED BY CONSTRUCTION. DRAWINGS OR NOT,IN THE FIELD IN ADVANCE OF EXCAVATING,BY CONTACTING I ALL UTILITIES AND OTHER AGENCIES,AND BY PROSPECTING. CONTRACTOR 20. HORIZONTAL STATIONING ALONG THE PIPELINE ALIGNMENT IS FOR LEVEL LINE SHALL BE RESPONSIBLE FOR REMOVAL,DEMOLITION,RECONSTRUCTION,AND MEASUREMENT AND FOR PAYMENT OF THE PIPELINES. CONTRACTOR SHALL RECONNECTION OF EXISTING FACILITIES AS REQUIRED TO COMPLETE THE WORK. PROVIDE THE ACTUAL PIPE LENGTH TO BE DETERMINED BY THE SLOPE OR IF REQUIRED AFTER FIELD VERIFICATION,CONTRACTOR SHALL COORDINATE CURVE ON WHICH THE PIPE IS INSTALLED. WITH THE ENGINEER TO DETERMINE ANY NECESSARY MODIFICATIONS TO 1 8. PROPOSED NEW WORK. BEFORE CONSTRUCTION IS STARTED,CONTRACTOR SHALL COORDINATE WITH THE OWNER OF EACH UTILITY AND DEFINE THE REQUIREMENTS AND METHODS TO ACCOMMODATE THE PROTECTION,TEMPORARY SUPPORT,ADJUSTMENT,OR RELOCATION OF ANY UTILITIES AFFECTED BY THE PROPOSED NEW WORK. 9. CONTRACTOR SHALL COMPLY WITH THE GOVERNING AGENCY NPDES CONSTRUCTION REQUIREMENTS,AND SHALL PROVIDE APPROPRIATE MITIGATION MEASURES OR PROTECTION AND RESTORATION AT ALL LOCATIONS AS REQUIRED BY THEIR OPERATIONS,AND AS INDICATED BY ENGINEER. SPECIAL I CONSTRUCTION REQUIREMENTS,TEMPORARY PROTECTIVE FENCING OR BARRICADES,SHEETING,SHORING,EROSION PROTECTION,AND SURFACE RESTORATION AT CERTAIN LOCATIONS ARE INDICATED ON THE DRAWINGS TO BRING CONTRACTOR'S ATTENTION TO SENSITIVE AREAS. 0 .U, tea, m co cs; F m 0 N.-a mc..; NCDI- CV 1 28 I0 pM <Idi PROFF`9P O �Q o COilimm SHEET SHEET:3 OF:288 DWG#: tally (g " Q ortN:B&V oaf: MARCH 2018 I P oaNAME. 9317 CLEAN WATER SERVICES GENERAL OREGON DSN=DAC G003 THIS BAR IS ONE INCH DURHAM AWWTF GENERAL NOTES PWT 3/6/18 cNK:RT CAD FLEE 0003.dwg WHEN DRAWING IS FULL CleanWat Services lalBLACK&VEATCH G003 �11��‘41N9 2 ' SCALE. oar commitment i#asst. PHASE 5 SECONDARY TREATMENT PLC M. �"U� 1.' APPD:GDG SCALE: NO SCALE SYSTEM EXPANSION PROJECT 0o REV# DATE DAN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro.Oregon 97723-9379 cWs 6757 EXPIRES:DEC 31.2019 PROD#. ENGR STAMP: I GENERAL LEGEND PIPING SYSTEMS SURFACED STREET,ROAD OR DRIVE O BUILDINGS,STRUCTURES ta____Hk. uNEW PIPING FECI FERROUS CHLORIDE ROR RECLAIMED WATER ' SURFACED STREET,ROAD OR DRIVE WITH CURBS r ---- FOFIBER OPTIC UNDERGROUND PIPING SE SECORDARY EFFLUENT NON-SURFACED STREET,ROAD OR DRIVE ___ STRUCTURES UNDERGROUND EXISTING PIPING G GAS,NATURAL SPL SAMPLE FUTURE PIPING FO HIGH HEAD PUMP sPW SAMPLE WASTE —1 1— CONCRETE WALK _1_IFUTURE BUILDINGS,STRUCTURES A AIR(COMPRESSED), STATION RETURN SD STORM DRAIN AERATION AIR HW HOT WATER I CATCH BASIN caw CHEMICAL RESISTANT HWC HOT WATER CIRCULATING Pp SUMP PUMP DISCHARGE CLOTHES LINE ACID WASTE IAIR INSTRUMENT AIR ss SANITARY SEWER 0 MANHOLE SWING SET -CRV - - CHEMICAL RESISTANT ACID ML MIXED LIQUOR TWTEMPERED OR BLENDED WATER -�---'� DRAINAGE COURSE OR FLOW LINE WASTE VENT OR TREATED WATER -x-x- FENCE — NAOCL SODIUM HYPOCHLORITE VNT VENT 326` EXISTING GROUND CONTOUR CS CHEMICAL SOLUTION OF OVERFLOW VAC VACUUM FENCE,WOOD CW CARRIER WATER PD PUMPED DRAINAGE 1W WATER,POTABLE CITY WATER I 326 r- FINISH GRADE CONTOUR DRN DRAIN RS RAW SEWAGE 2W WATER,NONPOTABLE CITY WATER 1I RAILROAD,EACH TRACK 3W WATER,PLANT EFFLUENT -171r: OR SLOPE LINES FA FOUL AIR RAS RETURN ACTIVATED SLUDGE CENTERLINE FE FINISHED EFFLUENT RF RECYCLE FLOW WAS WASTE ACTIVATED SLUDGE 043 OR eV T.H.#3 TEST HOLE AND NUMBER e BSSTRUCTURE CONTROL POINT -- -- SURVEY LINE WITH PI,PT,OR POT i I CONCRETE ENCASEMENT-PLAN 1 SECTION NUMBER OR DETAIL LETTER AC45 DRAWING NUMBER ON WHICH SECTION PIPING ACCESSORIES LEGEND MISCELLANEOUS EQUIPMENT �N.-___--_ T CONCRETE REACTION BLOCKING AT BEND, OR DETAIL APPEARS;OR WHERE PLUG OR TEE SECTION IS CUT OR DETAIL IS NOTED - DRAINS OR CULVERTS DOOR,WINDOW AND LOUVER SCHEDULE REFERENCE _ �0 WALL ELEVATION,PHOTO VIEWPOINT +---+ TUNNEL CASING-PLAN wag a CALIBRATING BLIND FLANGE 1/,, STATIC MIXER COLUMN I°i SURGE CHAMBER Q ABBREVIATION p SMALLER THAN 24' W ] CAP OR PLUG TRAP + VENT-SCREENED VERTICAL MIXER 24'ANO LARGER EXISTING SCHEDULE NUMBER L o CLEANOUT L--ill UNION 4 VENT GENERAL LAYOUT YARD PIPING I F102 ROOM NUMBER AREA DESIGNATION 1t1CROSS = WALL SLEEVE SMALLER THAN 24" Ji SIGHT GLASS 41610 EQUIPMENT OR VALVE 0 24'AND LARGER NEW ± DIAPHRAGM SEAL AUTOMATIC DRAIN TRAP PRESSURE GAUGE W/SNUBBER EQUIPMENT NUMBER ELBOW ---ElDRIP TRAP — §I CENTRIFUGE EQUIPMENT OR VALVE 1 ELBOW DOWN DUPLEX STRAINER NEW WATER LINE OR SEWER IN PROFILE IDENTIFICATION CODE g Q SIGHT FLOW INDICATOR v v v v CHANNEL DIFFUSER EQUIPMENT NUMBER IO ELBOW TURNING UP an EXPANSION COMPENSATOR Q TEMPERATURE INDICATOR _... COMPRESSOR OR BLOWER NON-CONNECTING PIPING EQUIP EQUIPMENT REPRESENTATION ---"CALLOUT- WITH CALLOUT III SIZE HOSE CONNECTION O INLINE FILTER 4 THERMOMETER PIPE ANCHOR OE CONSTRUCTION EASEMENT LINE �J� EXISTING FACILITY MBE III QUICK COUPLING ---�,-- FLEXIBLE HOSE OR TUBING —iJ 13-- ELECTROMAGNETIC/ULTRASONIC FLOWMETER _ ./) PUMP EASEMENT LINE DEMOLISHED OR REMOVED � L ID R RIGHT-OF-WAY LINE HINGE REDUCER FLEXIBLE CONNECTOR PITOT TUBE ® SLUICE GATE I � \ELHATCH CONVENTION m RUPTURE DISK HOSE REEL C-9] SLIDE GATE PROPERTY LINE + HANDLE I i TEE --r'`I INJECTOR,EDUCTOR,BLENDER 9 ROTAMETER L-] STOP PLATE P L--- PERMANENT EASEMENT LINE I C I TEE LINE DOWN —I I I ORIFICE PLATE — li I TURBINE OR PROPELLOR FLOWMETER ® BAR SCREEN -�TE TEMPORARY EASEMENT LINE o I®; TEE LINE UP PIPE GUIDE ci uE EXPANSION TANK --- L UTILITY EASEMENT LINE MATERIALS LEGEND ,k WYE 5 SURVEY LINE . Q SEDIMENT TRAP SET STOP METER +�� SECTION LINE • EARTH OR GRADE II WYE STRAINER —u STRAINER VENTURI .,rI� SCREW(LIFT)PUMP W WATER LINE Qo e a? GRANULAR FILL(CRUSHED ROCK OR GRAVEL) WYE STRAINER WITH BLOWOFF SUCTION DIFFUSER FM FLOW METER FLUME __-0___ 11 =I17I= GAS LINEwarm ROCK Y DRAIN OR BELL-UP ---r 1- WEIR T--- TELEPHONE(UNDERGROUND) NEW CONCRETE �� PIPE DIFFUSER --_E--- ELECTRICAL(UNDERGROUND) -; EXISTING CONCRETE,PRECAST OR PRESTRESSED CONCRETE P T- POWER OR TELEPHONE LINES(OVERHEAD) j�//�j BRICK,FACE VALVE LEGEND ACTUATOR LEGEND '3)�w((/xx��tt)� WATER OR GAS VALVE 7//� BRICK,COMMON - PINCH VALVE ---L 1 ANGLE VALVE —L O— THERMAL SHUTOFF VALVE 4 ELECTRIC °/GM) WATER OR GAS METER /� CONCRETE MASONRY UNITS(CMU) iv I PLUG VALVE,ECCENTRIC ca CHLORINE INSTITUTE VALVE d0 EXPLOSION RELIEF VALVE CUT STONE OR SAND dl FLOAT 0 TELEPHONE OR POWER POLE WITH GUY ANCHOR MORTAR,AND PLASTERLL,GROUT, �y PLUG VALVE,NON-ECCENTRIC DIAPHRAGM VALVE i5 HOSE FAUCET £ FIRE HYDRANT ?Z»)79 WOOD,SHEATHING,PANELING,DECKING,ETC. —F\i— BUTTERFLY VALVE ch THROTTLING VALVE HOSE FAUCET WNACUUM BREAKER DIAPHRAGM d sdy YARD HYDRANT WOOD,STUDS,BEAMS,JOISTS,ETC. NO GATE VALVE KO> FLAME ARRESTER OR CHECK 0101 HOSE VALVE W/HOSE NIPPLE Po AIR/OIL TANDEM esi v t STREET LIGHT POLE RIPRAP Cl BALL VALVE - F- BACKWATER VALVE kix- BACKFLOW PREVENTER pp Li.J SOLENOID co Y TRAFFIC SIGNAL =:::i::?:�::::s CHECKERED PLATE NO GLOBE VALVE N0 INLINE PRESSURE RELIEF VALVE SAFETY RELIEF VALVE S 0 TRAFFIC SIGN �� STEEL(FOR 1"SCALE&LARGER) N CHECK VALVE PRESSURE REGULATING VALVE Ny VACUUM RELIEF CHECK VALVE AIR V)N s STEEL OR ALUMINUM(FOR 3/4"SCALE&SMALLER) PRESSURE SUSTAINING OR N`o STOPSIGN 3 WAY VALVE ola— PRESSURE VACUUM RELIEF VALVE Si pp MAINTAINING VALVE CNN�S HEDGE,BRUSH,SHRUBS,WOODS I BAR GRATING(LINES IN DIRECTION OF SPAN) 4 WAY VALVE �'0 VACUUM BREAKER 111 VT .� 0 10" DECIDUOUS TREE AND TRUNK DIAMETER A ALUMINUM YY NOTE: 0 O o 4" CONIFEROUS TREE AND TRUNK DIAMETER 11:� INSULATION(BATT) SYMBOLS ON THIS SHEET WHICH ARE TO BE SHOWN AS EXISTING SHALL BE DELINEATED AS SCREENED W.r. THOSE SYMBOLS WHICH ARE TO BE SHOWN AS NEW SHALL BE DELINEATED AS SOLID(HEAVY) LIQ i i SWAMP = -' INSULATION(RIGID) K p PRO pI Cy ,,GINF4,% 4 0 DRN:B&V OOA : MARCH 2018 PROJ NAME: SHEET TITLE: SHEET:4 OE:288 DWG CI: D tally g ,.J CO CLEAN WATER SERVICES GENERAL OREGON DSPY DAC MG 6: G004 Pt°TTHIS BAR IS ONE INCH \..de$n vvilLCr SCTVICCS BLACK&VEATCH DURHAM AWWTF LEGEND AND DATE. 3/8/18 _ G004 p✓qN9 20"0 CHK:RT CAD FILE#: G004.dwg WHEN DRAWING IS FULL PHASE 5 SECONDARY TREATMENT GENERAL SYMBOLS PLC S: 110CLE1, SCALE. Our commitment is clear. I" APPD:SDG SCALE: NO SCALE SYSTEM EXPANSION PROJECT CWS EXPIRES:DEC 31.2019 H REV# DATE ORN AFRO DESCRIPTION 2550 SW Hillsboro HWy. Hillsboro,Oregon 97123-9379 PROD#;6757 ENGR STAMP: A ACID,AMBER INDICATING LIGHT,AMP CSK COUNTERSUNK,(INK) GYP GYPSUM MTR MOTOR SKL SKYLIGHT WS WATERSTOP AB ANCHOR BOLT CT CERAMIC TILE,CYCLE TIMER SM SHEET METAL WT WEIGHT AB AERATION BASIN CT CURRENT TRANSFORMER H HIGH,HOUR,HYDROGEN N NORTH SSC SECONDARY SCUM WW WETWELL AB4/D AERATION BASIN NO.4 DRAIN CTR(S) CENTER(S) HB HOSE BIBB N/A NOT APPLICABLE SP SUMP PUMP WWF WELDED WIRE FABRIC AB5/D AERATION BASIN NO.5 DRAIN CU CUBIC HC HOLLOW CORE NBC NAIL IN BOTTLE CAP SPA SPACING,SPACES A86/D AERATION BASIN NO.6 DRAIN CU YD CUBIC YARD HDR HEADER NC NORMALLY CLOSED SPEC(S) SPECIFICATION(S) x BY,TIMES AB7/D AERATION BASIN NO.7 DRAIN CW COLD WATER HE HEAT EXCHANGER NEUT NEUTRAL SPLY SUPPLY ABS ACID BATH SINK D DOOR HEX HEXAGONAL NF NEAR FACE SQ SQUARE YH YARD HYDRANT AC ALTERNATING CURRENT DBL DOUBLE HF HOSE FAUCET N.O. NORMALLY OPEN SR SUPPLY REGISTER NC AIR CONDITIONER,(ING) DC DIRECT CURRENT HGT HEIGHT NO.(S) NUMBER(S) SS STAINLESS STEEL & AND ACP ASBESTOS CEMENT PIPE DEG DEGREE HH HANDHOLE NOM NOMINAL SS STORM SEWER(DRAINS TO PLANT) fit AT ACST ACOUSTIC,(AL DEPT DEPARTMENT HLS HIGH LEVEL SWITCH NORM NORMAL SSK SERVICE SINK < DEFLECTION ANGLE I AD D ACCESS DOOR,AREA DRAIN,AIR DAMPER,ANODE DET DETAIL HMC HARNESSED MECHANICAL COUPLING NPT NATIONAL PIPE THREAD SSR SIDE STREAM RAS # NUMBER ADD ADDITIONAL OF DRINKING FOUNTAIN HMD HOLLOW METAL DOOR NPW NONPOTABLE WATER ST SELF TAPPING % PER CENT ADH ADHESIVE DH DOOR HEIGHT HMJ HARNESSED MECHANICAL JOINT NS NEAR SIDE STA STATION AJ ADJUSTABLE,ADJACENT DI DROP INLET,DUCTILE IRON HORIZ HORIZONTAL NTS NOT TO SCALE STD STANDARD ADW AVERAGE DAY WEATHER DIA DIAMETER HP HIGH POINT,HORSEPOWER STL STEEL ADMIN ADMINISTRATION DIFF DIFFUSER HPA HIGH PRESSURE AIR DC ON CENTER,ODOR CONTROL STOR STORAGE AF AIR FLOW DIM DIMENSION HPNPW HIGH PRESSURE NONPOTABLE WATER OD OUTSIDE DIAMETER STR STRUCTURAL AFF ABOVE FINISH FLOOR DIP DUCTILE IRON PIPE HR HOUR,HANDRAIL OF OUTSIDE FACE,OVERFLOW SUP SUPPLY AH AHEAD DISCH DISCHARGE HE HIGH STRENGTH OH OVERHEAD SUSP SUSPENDED SHUTOFF VALVE AHU AIR HANDLING UNIT DISP DISPENSER HV HOSE VALVE OL OVERLOAD SV AL ACTIVE LEAF DIST DISTRIBUTION HVAC HEATING,VENTILATING AND AIR CONDITIONING OPER OPERATING SW SWITCH ALT ALTERNATE,(IVE) DIV DIVISION HW HOT WATER OPNG OPENING SWBD SWITCHBOARD ALUM ALUMINUM,ALUMINUM SULFATE DL DEAD LOAD HWR HOT WATER RETURN OPP OPPOSITE SWGR SWITCHGEAR AM AMMETER DM DAMPER MOTOR HWS HOT WATER SUPPLY OSL OUTSTANDING LEG SWS SEAL WATER SOLENOID AMP AMPERE DMJ DOUBLE MECHANICAL JOINT HWY HIGHWAY OZ OUNCE SYM ANDD ANODIZED DN DOWN HYDRO HYDROPNEUMATIC SYS SYMMETRICAL SYSTEM AP ACCESS PANEL DO DOOR OPENING,DISSOLVED OXYGEN HYPO SODIUM HYPOCHLORITE PC POINT OF CURVE APPR APPROACH DPOT DOUBLE POLE DOUBLE THROW PCC POINT OF COMPOUND CURVATURE T THERMOSTAT,TREAD,TOTALIZER APPROX APPROXIMATE,(LY) DR DRAIN NDICATOR PCCP PRESTRESSED CONCRETE CYLINDER PIPE T TRANSFORMER,TELEPHONE,TOP AR ALARM RELAY DS DOWNSPOUT D NSIDE DIAMETER PCP PIER CUTOFF POINT TAN TANGENT IARCH ARCHITECTURAL DT DISTRIBUTION TRANSFORMER F NSIDE FACE PD PLAN DIMENSION,PUMPED DRAINAGE TB TERMINAL BOX AS AMMETER SWITCH DV DRAIN VALVE /1 CURRENT TO CURRENT BOOSTER PE PRIMARY EFFLUENT,PLAIN END T&B TOP AND BOTTOM ASSY ASSEMBLY DWG(S) DRAWING(S) N NCHES PEF PRIMARY EXCESS FLOW TBE THREAD BOTH ENDS AUTO AUTOMATIC DWL(S) DOWELS) NC NCORPORATED PG PRESSURE GAUGE TBM TEMPORARY BENCHMARK AUX AUXILIARY NCL NCLUDING PH PIPE HANGER,PENTHOUSE TC TOWEL CABINET,TOP OF CURB AVS AUTOMATIC VALVE STATION E EAST,ELECTRICAL NCR NCREASE PI POINT OF INTERSECTION TC TERMINAL CABINET AWG AMERICAN WIRE GAGE EA EACH NST NSTRUMENT,(ATION) PIVC POINT OF INTERSECTION ON VERTICAL CURVE TEL TELESCOPING AWW AVERAGE WET WEATHER EAT ENTERING AIR TEMPERATURE NSUL NSULATE,(ED),(ING) PL PLATE TEMP TEMPERATURE,TEMPORARY EC END CURVE NT NTERIOR,INTERNAL PLYWD PLYWOOD TERM TERMINAL B BEAM ECC ECCENTRIC NV NVERT PNL(S) PANEL(S) T&G TONGUE&GROOVE TEST HOLE B TO B BACK TO BACK ECC RED ECCENTRIC REDUCER RR RRIGATION POLY POLYMER TH BA BEARING AREA EEW EMERGENCY EYEWASH PS RON PIPE SIZE POT POINT ON TANGENT THK THICK,THICKNESS BAL BALANCE EF EACH FACE,EXCESS FLOW PP POWER POLE THR THRESHOLD BAT BATTERY EFF EFFLUENT JAN JANITOR PR PAIR TI TOTALIZING INDICATOR,TEMPERATURE INDICATOR BC BEGIN CURVE EJ EXPANSION JOINT JB JUNCTION BOX PROJ PROJECTION TIR TOTALIZING INDICATING RECORDER BD BOARD EL ELEVATION JF JOINT FILLER PRS PRESSURE REDUCING STATION TOF TOP OF FOOTING TOP OF MASONRY TOP OF STEEL BEJ BRICK EXPANSION JOINT ELB ELBOW JT JOINT PRV POWER ROOF VENTILATOR TOM BF BLIND FLANGE ELEC ELECTRIC,(AL) PS PIPE SUPPORT TOS BHP BRAKE HORSEPOWER ELEV ELEVATOR K KIPS PSF POUNDS PER SQUARE FOOT TP TWISTED PAIR COUPLE,TOWEL PIN BITUM BITUMINOUS EMER EMERGENCY KIT KITCHEN PSI POUNDS PER SQUARE INCH TRANS TRANSFORMER,TRANSMITTER,TRANSFER BKR BREAKER ENC ENCASEMENT PT POINT,POINT OF TANGENCY KO KNOCK OUT TS TEMPERATURE SWITCH I BLDG BUILDING ENTENCL ENTRANCEENCLOSURKS KITCHEN SINK PVC POLYVINYL CHLORIDE,POINT ON VERTICAL CURVE N BLK BLOCKKV KILOVOLT PVCP POLYVINYL CHLORIDE PIPE TYP TELEVISION TYPICAL BM BENCHMARK EOL END OF LINE KVA KILOVOLT AMPERE PVMT PAVEMENT BOF BOTTOM OF FOOTING EQ EQUAL KW KILOWATT PW POTABLE WATER UDM ULTRASONIC DENSITY METER SOT BOTTOM EQUIP EQUIPMENT KWH KILOWATT HOUR UGND UNDERGROUND BP BACK PRESSURE EW EACH WAY R RADIUS,RISER BPMK NO BASEPLATE MARK NUMBER EW EMERGENCY EYEWASH L LOUVER RAS RETURN ACTIVATED SLUDGE UH UNIT SSATE URO UNLESS NOTED OTHERWISE BRG BEARING EWEF EACH WAY EACH FACE LAB LABORATORY RAST RETURN ACTIVATED SLUDGE TRANSFER UR URINAL BRK BRICK EXCH EXCHANGER LAM LAMINATE(D) RCP REINFORCED CONCRETE PIPE USGS UNITED STATES GEOLOGICAL SURVEY BS BOTH SIDES EXH EXHAUST LAT LEAVING AIR TEMPERATURE RCCP REINFORCED CONCRETE CYLINDER PIPE 8&S BELL AND SPIGOT EXIST EXISTING LAT LATERAL RCHEP REINFORCED CONCRETE HORIZONTAL ELLIPTICAL PIPE V VALVE,VOLT,VENT BSMT BASEMENT EXP EXPANSION,EXPOSED LAV LAVATORY RD ROOF DRAIN,ROAD VAC VACUUM BTU BRITISH THERMAL UNIT EXP JT EXPANSION JOINT LB(S) POUNDS RDL ROOF DRAIN LEADER VAT VINYL ASBESTOS TILE BTUH BRITISH THERMAL UNIT-HOUR EXT EXTENSION,EXTERIOR,EXTERNAL LG LENGTH,LONG RECEP RECEPTION VBF VALVE,AW WA BUTTERFLY BU BELL-UP LH LEFT HAND RECIRC RECIRCULATING VBI VALVE,INDUSTRIAL BUTTERFLY BUR BUILT UP ROOFING F FAN LIN LINEAL,LINEAR RECP RECEPTACLE VBL VALVE,BALL BVC BEGIN VERTICAL CURVE F TO F FACE TO FACE LL LIVE LOAD RED REDUCER,REDUCING VBM VALVE,BALL MISCELLANEOUS FB FACE BRICK LO LOUVER OPENING REG REGULATOR,REGULATING VC VERTICAL CURVE,VICTAULIC COUPLING C COUNTER FC FLEXIBLE CONNECTION,FLOW CONTROL LPA LOW PRESSURE AIR REF REFERENCE VCO VERTICAL CONTROL DAMPER C TOG CENTER TO CENTER FCA FLANGED COUPLING ADAPTER LS LEVEL SWITCH REFR REFRIGERATION,REFRIGERATOR VCK VALVE,CHECK CB CATCH BASIN FD FLOOR DRAIN LT LEFT,LAB TABLE REINF REINFORCING VCN VALVE,CONE CD CEILING DIFFUSER FDN FOUNDATION REM REMOVABLE VCP VITRIFIED CLAY PIPE C/EJ CONTRACTION/EXPANSION JOINT FDPR FIRE DAMPER MA MILLIAMPERE READ REQUIRED VG VALVE,GATE VALVE,DOUBLE DISC GATE CFM CUBIC FEET PER MINUTE FE FIRE EXTINGUISHER MACH MACHINE RET RETURN VGD C&G CURB AND GUTTER FEC FIRE EXTINGUISHER CABINET MAINT MAINTENANCE REV REVISION,REVISED,REVERSED VGL VALVE,GLOBE CHKD CHECKERED FEF FILTER EXCESS FLOW MAN MANUAL RFG ROOFING VERT VERTICAL CI CAST IRON FH FLAT HEAD,FIRE HYDRANT MAS MASONRY RG RETAINER GLAND VF VACUUM FILTER CIMH CAST IRON MANHOLE FRMS FLAT HEAD MACHINE SCREW MAX MAXIMUM RH ROOF HOOD,RIGHT HAND,ROUND HEAD,RED HEAD VFAD VOLATILE FATTY ACID DISCHARGE CIMHS CAST IRON MANHOLE STEPS FIG FIGURE MB MACHINE BOLT RHMS ROUND HEAD MACHINE SCREW VIB VIBRATION CIP CAST IRON PIPE FIN FINISH MC MECHANICAL COUPLING RHWS ROUND HEAD WOOD SCREW VKG VALVE,KNIFE GATE VOLT METER CISP CAST IRON SOIL PIPE FIN GR FINISH GRADE MCC MOTOR CONTROL CENTER RM ROOM VM CD JOINT FL FLOOR,FLOW LINE MDW W MAX DAY WET WEATHER RO ROUGH OPENING VNR VENEER CKT CIRCUIT FLEX FLEXIBLE MECH MECHANICAL RPM REVOLUTIONS PER MINUTE VPC VALVE,PRESSURE REGULATING CL CLASS FLG FLANGE,FLASHING MED MEDIUM RR RAILROAD VPG VALVE,PLUG C/L CENTERLINE FM FORCE MAIN MET METAL RS RAW SLUDGE,RAW SEWAGE,ROLLED STEEL VPL VALVE,ECCENTRIC PLUG CLG CEILING FO FUEL OIL,FIBER OPTIC MEZ MEZZANINE RT RIGHT VPR VALVE,PRESSURE REDUCING CLO CLOSET FOB FLAT ON BOTTOM MFM MAGNETIC FLOWMETER R/W RIGHT OF WAY VSP VALVE,PRESSURE RELIEF VALVE,PRESSURENAGUUM RELIEF CLR CLEAR,(ANCE) FOM FACE OF MASONRY MFR(S) MANUFACTURER(S) VSPV CMP CORRUGATED METAL PIPE FOS FACE OF STUDS MG MILLION GALLONS S SOUTH,SPEAKER VSV VALVE,VACUUM RELIEF CMU CONCRETE MASONRY UNIT FOT FLAT ON TOP MGD MILLION GALLONS PER DAY SAN SANITARY SEWER W VENT VALVE CO CLEAN OUT,COMPANY FRP FIBERGLASS REINFORCED PLASTIC MH MANHOLE SC SECONDARY CLARIFIER WB VACUUM BREAKER COD CHEMICAL OXYGEN DEMAND FS FAR SIDE,FLOOR SLEEVE,FLOAT SWITCH MHW W MAX HOUR WET WEATHER SC5/D SECONDARY CLARIFIER NO.5 DRAIN VWG VALVE,WEDGE GATE COL COLUMN FT FOOT MIN MINIMUM,MINUTE SC6/D SECONDARY CLARIFIER NO.6 DRAIN d COMB COMBINATION FTG FOOTING MISC MISCELLANEOUS SC7/D SECONDARY CLARIFIER NO.7 DRAIN W WEST,WIDE,WINDOW,WATT,WATER co COMB SWR COMBINED SEWER FURN FURNISH,FURNISHED MJ MECHANICAL JOINT SCHED SCHEDULE WI WITH COMP COMPRESSOR,(ED) FV FLAP VALVE MJRG MECHANICAL JOINT RETAINER GLAND SD STORM DRAIN(DRAINS TO CREEK) WAS WASTE ACTIVATED SLUDGE gi o CONC CONCRETE FWD FORWARD MJTR MECHANICAL JOINT WITH TIE ROD SE SECONDARY EFFLUENT WB WALLBOARD w CONN CONNECTION ML MIXED LIQUOR SEC SECOND WC WATER CLOSET co CONST CONSTRUCTION G GAS MLR MIXED LIQUOR RECYCLE SECS SECONDARY EFFLUENT COLLECTION STRUCTURE WD WOOD,WIDTH CONT CONTINUOUS,CONTINUATION,CONTROL GA GAUGE MMDW MAX MONTH DRY WEATHER SECT SECTION WF WALL FITTING n w CONTRI CONTRACTOR GAL GALLON MMW W MAX MONTH WET WEATHER SEDS SECONDARY EFFLUENT DISTRIBUTION STRUCTURE WH WALL HYDRANT WATER LEVEL M m COR CORNER GALV GALVANIZED MO MASONRY OPENING,MOTOR OPERATED SEF SECONDARY EXC ESS FLOW WI. N CORR CORRIDOR,CORRUGATED GC/MS GAS CHROMATOGRAPH/MASS SPECTROMETER MP METERING PUMP MI CP CONTROL PANEL a SER SK SERVICE SINK WM WATER METER,WATTMETER GEN GENERAL,GENERATOR MRD METAL ROOF DECK SG SLUICE GATE,SUPPLY GRILLE WO WINDOW OPENING N F CPLG COUPLING GM GAS METER MS MACHINE SCREW SH SHEET W/O WITHOUT CPT CONTROL POWER TRANSFORMER GPM GALLONS PER MINUTE MEL MEAN SEA LEVEL SHR SHOWER WOM WOMEN if Z o CRS COURSES,(ING) GR GRADE MTD MOUNTED SHO SHOWER DOOR WP WATERPROOF,WORKING POINT O m CS CONTROL SWITCH,CONTROL STATION,CUP SINK GWB GYPSUM WALLBOARD MTL MATERIAL SIM SIMILAR WR WASTE RECEPTACLE ml OCLi 1—� FSC „�g PROP ❑ t 01 F3' �`' xaGiNFF��O SHEET SHEET: OF: DWG t, t� JI J W MSG 7 9317• 9 Q DRN B&V DATE: MARCH 2019 rROJ»Awt: 5 288 N. co CLEAN WATER SERVICES GENERAL L • tallyEGON J asN:DAC DWG# G005 THIS BAR IS ONE INCH DURHAM AWWTF az 3/6/18 m CHK:RT CAD FILE re G005.dwg WHEN DRAWING IS FULL C1eanWater Services © BLACKB�VEATCH ABBREVIATIONS GODS °�q"9 z I E� SCALE. Our commitment Is clear. PHASE 5 SECONDARY TREATMENT PLc#: ACL S" APPIT SDG SCALE: NO SCALE SYSTEM EXPANSION PROJECT 0.:;E, REV# DATE DRN APPD DESCRIP ION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 Cws 6757 EXPIRES:DEC 31.2019 PROJ it ENGR STAMP: I PROCESS CRITERIA ISECONDARY TREATMENT SECONDARY CONT. PUMPING SYSTEMS PUMPING SYSTEMS CONT. AERATION BASINS BLOWERS(SERVING ALL 5 AERATION TRAINS) RAS PUMPS SCUM PUMPS(TRAIN 5) BASINS 1&2 (EXISTING) EXISTING TRAINS 1,2,3(EXISTING) NUMBER 2 LENGTH,FT 144 NUMBER 8 NUMBER 6 TYPE SUBMERSIBLE CHOPPER WIDTH,FT 100 TYPE TYPE HELICAL SCREW CENTRIFUGAL CAPACITY,EACH,GPM 200 SIDEWATER DEPTH,FT 20 1-3,5-8 CENTRIFUGAL CAPACITY,EACH,MGD 7.5 RATED HEAD,FT 15 ACTIVE VOLUME,EACH,1000 GAL 2,120 4 TURBO DRIVE VFD DRIVE TYPE CONSTANT SPEED BASIN 3(EXISTING) CAPACITY,EACH,CFM HP 50 HP,EACH 5 LENGTH,FT 143 BLOWERS 1 4 4,375 TRAIN 4(EXISTING) WIDTH,FT 100 BLOWERS 5-8 5,000 NUMBER 4 WAS PUMPS(TRAIN 5) SIDEWATER DEPTH,FT 20 HP,EACH 250-350 TYPE NON CLOG CENTRIFUGAL NUMBER 2 ACTIVE VOLUME,EACH,1000 GAL 2,090 CAPACITY,EACH,MGD TYPE PROGRESSING CAVITY BASINS 4(EXISTING) SECONDARY CLARIFIERS 7.5 CAPACITY,EACH,GPM DRIVE VFD 230 SECONDARY CLARIFIERS 1&2 (EXISTING) RATED DIFFERENTIAL PRESSURE,PSI 35 DIAMETER,FT 145 LENGTH,FT 143 HP 50 WIDTH,FT 100 SIDEWATER DEPTH,FT TRAIN 5 DRIVE TYPE VFD 14 HP,EACH 20 I SIDEWATER DEPTH,FT 20 SURFACE AREA,EACH, SQ FT 16,510 NUMBER 2 ACTIVE VOLUME,EACH,1000 GAL 2,090 VOLUME,EACH,1000 GAL BASIN NO.5 1,740 TYPE NON CLOG CENTRIFUGAL NRD PUMPS LENGTH,FT 278.5 OVERFLOW RATE,GPD/SQ FT CAPACITY,EACH,MGD 6.0 NUMBER 2 WIDTH,FT 74 ADWF 342 RATED HEAD,FT 17 TYPE HORIZONTAL SCREW-CENTRIFUGAL SIDEWATER DEPTH,FT 19.5 4 F 448 DRIVE,TYPE VFD CAPACITY,EACH,GPM 1050 VOLUME,1000 GAL MDWWF 1,196 HP,EACH 30 RATED DIFFERENTIAL PRESSURE,PSI 16 ANAEROBIC DETENTION TIME,HR(I+C111) DRIVE TYPE VFD ADWF 5.3 BASIN DRAIN PUMPS(TRAIN 5) HP,EACH 7.5 MIXING CHIMNEY 8NUMBER CELL 1 168 AWWF 4.0 1 CELL 2 165 MDWWF 1.5 TYPE NON CLOG CENTRIFUGAL CELL 3 165 SECONDARY CLARIFIERS 3&4(EXISTING) CAPACITY,MGD 3.0 OTHER DIAMETER,FT RATED HEAD,FT SURGE BASIN NO.2 EMERGENCY OVERFLOW TOTAL 506 145 77 20 CONSTANT SPEED DIAMETER,INCHES 42 ANOXIC SIDEWATER DEPTH,FT DRIVE,TYPE INFLUENT COLLECTION BOX 17 SURFACE AREA, EACH,SQ FT 16,510 HP,EACH 60 1 CAPACITY,MGD 48 MIXING CHIMNEY 15 VOLUME,EACH,1000 GAL 2,470 NUMBER CELL 1 297 OVERFLOW RATE,GPD/SQ FT TYPE NON CLOG CENTRIFUGAL CELL 2 314 ADWF 342 CAPACITY,GPM 200 I OXIC OTAL 643 AWWF 448 RATED HEAD,FT 35 MDWWF 1,196 DRIVE,TYPE CELL 6A 279 DETENTION TIME,HR(I) HP,EACH VFD CELL 6B 279 ADWF 7.5 5 CELL 6C 212AW WF 5.7 SIDE STREAM RAS PUMPS(TRAIN 5) CELL 6D CELL 6E 289 306 MDW Wf 2.1 NUMBER 2 SECONDARY CLARIFIER NO.5 TYPE NON CLOG CENTRIFUGAL CELL 6F 231 DIAMETER,FT 145 CAPACITY,EACH,GPM 764 TOTAL 1595 SIDEWATER DEPTH,FT RATED HEAD,FT 17 I DEOX(CELL 7) 45 VFD TOTAL 2789 SURFACE AREA, EACH,SQ FT 18 16,510 DRIVE TYPE VOLUME,EACH,1000 GAL 2223 HP,EACH 5 ANAEROBIC MIXERS OVERFLOW RATE,GPD/SQ FT MIXED LIQUOR RECYCLE PUMPS TOTAL NUMBER 3 ADW 315 NUMBER PER BASIN DRIVE TYPE CONSTANT SPEED AWW 2 448 TYPE HORIZONTAL SUBMERSIBLE PROPELLER HP,EACH 2 MDWW 1,187 CAPACITY,EACH,MGD 7.4 ANOXIC MIXERS DETENTION TIME,HR RATED HEAD,IN 17 TOTAL NUMBER 2 ADW 10.2 DRIVE TYPE VFD I DRIVE TYPE HP,EACH CONSTANT SPEED 3 AWW 7.2 HP,EACH 10 MDWW 2.7 I,,a ,:iN F y yl W NOS I o Ir pPROFS l %DRN BBV ° MARCH 2018 _— rRoNH re: SHEET TITLE: SHEET g OF:'288 DWG#.CLEAN WATERSERVICES GENERALOREGON D . tally sig DSN RT CAD it: G006.dwg - THIS BAR IS ONE INCH DURHAM AWWTF PLOT DAC G006 —, .i-- — DATE 3/6/18 e CHIC9 WHEN DRAWING IS FULL rt- CleanWater Services © BLACK r VEATCH PROCESS CRITERIA --- _- _-___ G006 ,0'4N 9 zo1 SCALE. Our commitment s clear. PHASE 5 SECONDARY TREATMENT PLEE 7tgO� ' 00 SDG SCALE: NO SCALE • REva DATE DM tAPPD DESCRIPTION 2550 sw Huisboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT - EXPIRES:DEC si.2019 PROJ#:6757 ENGR STAMP: 1 190 190 164.8 TOW EL 164.0 ICB 163.1 NI 174.9 164.4 MAX 162,9 ' WEIR EL 164.5 WS 164,3 TOW EL 161.8 TOW EL 161.8 ___ 164.7 164.0 WEIR EL 158.0 162.8 180165.2 162.0 WEIR EL 157.5 WEIR EL 157.5 164.6 WEIR EL 163.5 161.8 180 i 165.5 163.8 WEIR EL 161.5 MEIN 164.7 WEIR EL 162.4 _ _ 164 2 163.3 161.0 170 _---NM_ - 1 , 163.0 .� 160.3 �� _�� UIIIIIIMMIN�_�_�__'� 160.1 170 1111111111 �'riTOW EL 164.0 II • TOW EL 162,7 , ,"Illil TO AERATION ♦ NI_ iii FM -� WEIR EL 158A - 160 BASIN 5 a WEIR EL 158,0 1 i _�"-■-_,ANN I_, WEIR EL 164.0 �_ o 160 ■ S - INFLUENT 96"FROM PRIMARY .11 COLLECTION CLARIFIERS yI _r___ ' • BOX 150 150 INLET PRIMARY PRIMARY FLOW METERS CELL 1 CELL 2 CELL 3 CELL 4 CELL 5 CELL CELL CELLS BOX EFFLUENT EFFLUENT AND FLOW 6A 6B 6C-6F PUMPS DISTRIBUTION CONTROL EL 142.0 140 BOX - VALVES - ---.-- 140 - - - r- PRIMARY EFFLUENT ANAEROBIC ANAEROBIC ANOXIC ANOXIC OXIC ` SEE CONTINUATION DISTRIBUTION PUMP MIXING ZONE MIXING ZONEBELOW 130 STATION CHIMNEY CHIMNEY ZONE 130 I AERATION 120 BASIN NO. 5 120 HYDRAULIC PROFILE I GENERAL NOTE: 1. WSE IN AERATION BASIN EFFLUENT VAULT AND MIXED 111 190 LIQUOR DISTRIBUTION STRUCTURE ARE BASED ON THE 190 FUTURE MIXED LIQUOR DISTRIBUTION STRUCTURE BEING IN PLACE.ACTUAL WSE IN AERATION BASIN NO.5 EFFLUENT VAULT WILL BE LOWER UNTIL MIXED LIQUOR DISTRIBUTION STRUCTURE IS CONSTRUCTED. 180 SE FROM SC 3 180 SE FROM SC 4 WATER SURFACE LEGEND: 160.4 158.5 158.2 160.2 APPROXIMATE FUTURE WEIR EL 159.8 170 160 0 158 4 156,5 XXX.X 2040 MHWW (25.2 MGD) 158 3 155,9 170 XXX.X 2040 MMWW (9.3 MGD) p XXX.X 2045 ADW (5.2 MGD) 1 158.9 WEIR EL 158. 156.7* 154.5** -=__ ( ^ 158.5 rl 156.5* 158.1* 1 .8' 154.5" NOTE: FLOW RATES SHOWN ABOVE ONLY APPLY 1 158.3 I I 155.9* 156 1' 155.7** 154.5** UPSTREAM OF CONNECTIONS FROM SC3 AND SC4 IN SE 160 ♦ 11- I - 155.6** WEIR EL 155.25 CHANNEL.DOWNSTREAM LOCATIONS ACCOUNT FOR FLOW ��-1+__ 155,7* 1 / ` o - ., • _. - 160 FROM TRAINS 1-4,AS SHOWN BELOW. ii n or L-^ L1� - XX. a - XX2040MHWW *(75.6 MGD) ki, 1/)000(2040 MMWW '(27.9 MGD) XXX ii 150 I - - -- 150 + .X 2045 ADW *(15.6 MGD) +I tr XX 2040 MHWW **(90,0 MGD) XXX.X 2040 WNW **(46.5 MGD) ' 140 = IE 150.07- XXX.XX,X 2045 ADW **(26.0 MGD) r �- - 140 SEE 1 : ----__-___---1-7 CONTINUATION 1 } --3 II a ABOVE r J IE 142.0 IE 142.0 130 IL 130 111 co 7SECONDARY SECONDARY co MIXED LIQUOR SECONDARY DISTRIBUTION STRUCTURE SECONDARY EFFLUENT EFFLUENT EFFLUENT ci CLARIFIER NO. 5 COLLECTION DISTRIBUTION a.6 (FUTURE) CHANNEL STRUCTURE STRUCTURE ,I,Nt- CDo 0 , LL.CI <IQ4, HYDRAULIC PROFILE ❑(0I ���0 PROFF Cy a GINS "lvt, 4 N.88V MARCH 2018 tti I PAwNPME: SHEET T LE: SHEET:7 OF:288 DWG .. La��y 7S'g u to CLEAN WATER SERVICES GENERAL • OREGON osN:DAC DWG#: cool DURHAM AWWTF DATE: 3/6/18 THIS BAR IS ONE INCH ��x�j � � `��� me RT CAD FILE G007,dWg WHEN DRAWING IS FULL VvhlL'ii -Services 10 BLACK&VEATCH HYDRAULIC PROFILE G007 o qk9 Z PHASE 5 SECONDARY TREATMENT SCALE. Our commitment is dear. Pic#: qHO CL APPD:SDG SCALE NO SCALE SYSTEM EXPANSION PROJECT 0 o REV# DATE DRN APPD DESCRIPTION 2550 SW Hitlsboro Hwy. Hillsboro,Oregon 97123-9379 c 6757 EXPIRES:DEC 31,2019 PROJ#: ENGR STAMP: IAERATION BASIN 5 / MLR PUMP(TYP 2) SECONDARY ML RAS PUMP(TYP 2) CLARIFIER 5 -, -....t r•--- -� I FROM EXISTING ••~� HEADWORKS --"J LEGEND: EFFLUENT �� SSTMPUMP) +--�,(--(rT--i 1 I TO STRUCTURE PE /JL`'� v PLANT - EXISTING I NRD PUMP DRAIN (TVP 2) I RAS • ® - NEW ® - - FUTURE T TO GRAVITY SCUM PUMP FROM "-- _.F-0 VFAD THICKENERS -, (TYP 2) FERMENTERS !(/!�- R_X,-- I FA WAS PUMP (TVP 2) I PRIMARY - FE � 1. EFFLUENT ti---tp PUMPING MIXED PUMP I STATION ..-pµ 8"PI FROM I (— MISSR 4k3-104- FUTURE i LIMES I/ VFAICEN I IVy DRAIN PUMP L � = (TYP 2) O FROM EXISTINGHEADWO _-►j t LT, p -----1°1-44(7: ( �^ I EFFLUENT ^ U f EFFLUENT 84" AERATION a g STRUCTURE -'J BASIN 4 n O C -"N-- RAs,..,., CLARIFIER VFA O 'a111, 1�,. �. 1 48" 48" 4 1..�-". 'N-- �RAS {-, m m m ----tH RAS SECONDARY PUMP CLARIFIER 1 `\ 4 FA FM `MIXED LIQUOR SEE NOTE 1, / 1-42-1 ❑ <U A 8 TYp RAS J SECONDARY EFFLUENT I RAS N ❑ fi ---/-RAS CHANNEL aw FE [PUMP, RECYCLE a a a AR-� / PUMP,TYP SECONDARY I u� Z 4 CLARIFIER VFA-�' -...e-.• • p f „„----RAS II LIME p ial Q LSSR F O �jItii . • cc i � . ° . .. 0 RAS b • pz II LIME + + ; I 3 I PUMP Q N AERATION MIXED LIQUOR 1 . BASIN 3 I 1 SECONDARY I V V \\ \O ( I % MIXED LIQUOR EFFLUENT RECYCLE PUMP,TYP I COLLECTION PRIMARY I a EXCESS FLOW 48"EXCESS FLOW TO SURGE BASINS RAS -/� STRUCTURE DIVERSION OVERFLOW CLARIFIER FLOW STRUCTURE 1 42" 3 m EQUALIZATION I I a I \ AERATION RETURN BASIN 2 el \ O / CLARIFIER } } } } } }. } MIXED LIQUOR SURGE I SURGE \ / .. .... ... .. ((( __= .BASIN BASIN • �-.-FA O ` D P NO.1 Na 2 I 1 RAS ° la b • G RAs t a / VFA .770_11_ p III _ SECOND•` FA J 42" 42"PI .....0_, , IFE b CLARIFIER PE -- LSSR II 42"PI .. - PE -'- 1 • b . rI WAS - TERTIARY • TREATMENT .. . - II, _. .. _ .._ _ AR !r RAS • III FE b• J SECONDARY ops FLUENT PPUP RAS DISTRIBUTION co c AR RAS J WAS Illff II I -Nii STRUCTURE N m • FA N❑ ToPRIMARY RAS __IAA m • N CLARIFIER VFA 111 MLSSR \,�RAS rnri m 1 gyp co N(7 TO WET TO CV Cn P. ' '� WEATHER PLANT O o • O MIXED LIQUOR OUTFALL DRAIN V 10M TO OUTFALL Q W In + + ; + SECONDARY NO.1 VIA ❑ AERATION NON km -POLYMER(OPT) CLARIFIER 1 CHLOW P ANNEL .. -ALUM(OPT) ���y D PR o% ❑ 9 GI NF % j DRN:B&V MARCH 2018 1 c4'`C, `c1, a 9317 PROD»AtvS£. SHEET TITLE: SHEET:8 OF:'288 DWG#: GENERAL CI osN. OREGON G601 THIS BAR IS ONE INCH CLE DURHAM AWWTFCES PLOT 3/6/18 D' y i 0 DAC DWG k DA E . tall g CHK:RT CAD FILE#: G601.dwg WHEN DRAWING IS FULL CleanWate\ Services Q BLACK&VEATCH PHASE 5 SECONDARYRHAM TREATMENT LIQUID PROCESS — G601 o:y 20� SCALE. Our commitment is au,:. FLOW DIAGRAM PLCs qVO CLE APUD:SDG SCALE: NO SCALE SYSTEM EXPANSION PROJECT E'.c REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 CWS 6757 EXPIRES:DEC 31.2019 PRO.]#: ENGR STAMP: II ® I II lob ll > �I tl® s� n. rn 0 I /1\N' �112\�\°64ror0 o 3�x�^�16Q( ^ ^ o„,./ -6 170------•Y 64 164 S I ° E' /64 16g o� �J I 0 I 0 ,..S _,...._ 65164 GVRa N-----164_-1,1 LLl IS4)444) > �^`� ® 44.11`-!_ o jo 1 1 n CC 16 3 C�J` 50' 25' 0 50' 100' ii _ L J / 0 68 161 c 166G�� SCALE 1^-5 j h o CO 162 6?(0,2 4i'<9' PRIMARY � � /16gz,....---167----„,______-.------ ../0 166 ® 16� a GENERAL NOTES; CO : EFFLUEN 1 PUMP 1. TOPOGRAPHICAL SURVEY PERFORMED BY WESTLAKE lei 6' CHAINLINK X - X X y X CONSULTANTS,INC.,DATED JANUARY 2076. STATION 6'161N AINLINK X X J • 2.THE COORDINATE SYSTEM AND BASIS OF BEARINGS IS NAD a �l r--------- 160'—x760 ��j''. 83(91)STATE PLANE COORDINATES ZONE 3601,OREGON 4i:).‘' O0 �� �� � /'. NORTH.HELD PUBLISHED VALUES FOR THE WEST ��.,p - / �� �6, _ ONE-QUARTER CORNER OF SECTION 14,T2s,R1 W,WM, ` '`� ` (-----D--s) in d- 16� 15� $9 ) KNOWN AS GC 022-005,WASHINGTON COUNTY SURVEY kik ' ° 'I \ I _�^O 16216�60r�g g 158 2� 67 RECORDS FOUND BRASS DISK AS SHOWN ON SAID RECORD ° ® ® 1 I I ���� 1� 1 57 q (N:638998.990 E:7620488.858).HELD FOUND BRASS DESK I kk.. l KNOWN AS GC 022-060 FOR BEARING.ALL COORDINATES 4 -7-1--\ A �h���" , 7j` ' ARE GROUND VALUES • 'i # ''�-156 ,F-------„76,1 �_ - - - /Jct ��s 2 3.ELEVATIONS BASED ON A FOUND BRASS DISK IN THE TOP OF . . 6 . CURB PER DURHAM FACILITY PHASE 4 EXPANSION PLANS BY 30 c- 76'-' MWH IN ASSOCIATION WITH SQUIRE ASSOCIATES-ENSR - __`�/$) , , /�161( INTERNATIONAL ARCHITECTS ASSOCIATES INC.,DATED I x •y CHEMICAL \15a \ '\ 63 2!23/05 AND SUBMITTED ON 4!15/05.ELEVATION OF SAID R AERATION BRASS DISK IS 156.24',NGVD 29. ® *Z. BUILDING BASIN 4 sss 1x260 JI ��°,” 0, a 158 AI ,,,itt $\‘.: � rf>>.. 1,;±� SECONDARY i �� I f — _ CLARIFIER 4 s 7 :k I 3 0 ," - - _ — �„. ‘, __ __ _ , / t,-, 150 'SO - - .... r — C POLE — — — �C o AERATION ^ I . BARN ® (55 I r Immo. BASIN 3 �`� �� „----N: tsol a M a SECONDARYsit, i Mle 01� ,j I ?F ° — — — — --- CLARIFIER 3 o - C I I %%• Co LO h ,n 1 ; it 1 ) - ”ori, 0 / ,. .4 el 0 :; i''''‘,. 6 �� ' u.' -,__ ."_., :,... ,,'' . , , - 11111 o O / / 55 ®/ 62AF>/� 'S h� + x SECONDARY EFFLUENT �" \ \ DISTRIB TI , t U ON •, �� STRUCTURE(BEDS) itii le<Iii p o�O PRO,cFI< ,,''ors � sr 93170. PROJNAME Q DRNSMM DAA: MARCH 2018 I . SHEET TITLE: SHEET:9 OF.288 DWG#: , tail Sig CO CLEAN WATER SERVICES CIVIL ON EGO DSNDAC DWG C100 DURHAM AWWTF THIS BAR IS ONE INCH /-� EXISTING CONDITIONS A°E: 3/6/18 ,,q CHK:RT CAD FILE#: C100.dwg WHEN DRAWING IS FULL CleanWater Services a.BLACK 8 VEATCH C 00 O N s 20,� SCALE. Our commitment is char. PHASE 5 SECONDARY TREATMENT PLC#. 4/0 CLEW' I APPD.SDG SCALE AS SHOWN SYSTEM EXPANSION PROJECT REV# DATE ORN APPD DESCRIPTION 2550 SW Hillsboro H . Hillsboro,Oregon 97123-9379 cws 6757 EXPIRES:DEC 31 2019 PROS#: ENGR STAMP: I I ®I • 11 I CHAINLINK FENCE b+ ..ri. : Xa X X X X X � °` =5 FUTURE AERATION BASIN 7 FUTURE I ® ® FUTURE ° MIXED LIQUOR FLOW o BLOWER m m SPLIT STRUCTURE ° ® \ -�` ix \� BUILDING A I a U BUILDING IOODOR N ROI \ FUTURE AERATION �I 50 25' 0 50' 100 0 ® BASIN 6 i � =i SCALE 1'=50' xercl ` PRIMARY Q .._, c III 0 �'j SECONDARY _ ,,, 1 CLARIFIER 5 ° 0 EFFLUENT PUMP ' I d STATION , :::' \ )11 :3C' \ ii.C3 \ AERATION BASIN 5 • �K+ _ I k..._ , ® ,. . ,, ,. E ;, '; U o o �� _. ,„7--- ■ _, r4(17": Azo lf I, I.. '� C� ` Lri ! ELECTRICAL ROOM ® ' +. CHEMICAL AERATION7. CG103, CU103 I FUTURE �f ® BUILDING BASIN 4 SECONDARY �ilti fo CLARIFIER 61,R7'� I- Fli kf#5- I) CG102, CU102 SECONDARY f ` "ire / CLARIFIER 4 !, a' * 1t0 1 7- H I, — I — `—` \, 1__ POLE _ _ _ _ " I FUTURE BARN `® AERATION --, 7 SECONDARY \ I .. BASIN 3 1 ° EFFLUENT ° \ I CHANNEL FUTURE I t I I $ (--- , '��,, I ( SECONDARY\ �� t' ® J, CLARIFIER 7 0it a SECONDARY = I 6,,,,,,„at© �. — — — — — CLARIFIER 3 \ A. �, �W� SECONDARY IEFFLUENT .� ;�� I CHANNEL 7 .: o , x �: / ) Q ( I � � / / ;` SECONDARY EFFLUENT ® • / / COLLECTION / ��. 4� STRUCTURE (SECS) I / \ # s''s...s ,,,,, ill* : ip , 1 ° 4/// ,/SECONDARY EFFLUENT e • /DISTRIBUTION CG 104, CU 104 I � //-- ,'STRUCTURE (SEDS) %/ — a Ili �a IrcO' „gq PROFF ORIG F� i Q O+SMM DATE: MARCH 2018 I wRo laAMe. (,����q NF�O SHEET TITLE: 93170 SHEET:10 OF 288 DWG#: , • y� `I Sig , DS"DAC DWG c101 iiMmil CLEAN WATER SERVICES CIVIL t 0FfyLtcOONy THIS BAR IS ONE INCH _ ci___ DURHAM AWTREv9 2EM� CHK: C101.dWgDATE: 3/6/18 ✓ 0 RT CAD WHEN DRAWING IS FULL �i CaT1W�Cr SPdVICeS BLACK&VEATCH OVERALL SITE PLAN — C101 9 I SCALE. °��commitment is clear. PHASE 5 SECONDARY TREATMENT (BUILDOUT) oq PLC �O CI so A�SDG SOME AS SHOWN SYSTEM EXPANSION PROJECT PRO EXPIRES:DEC 31.2019 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRa#:6757 ENGR STAMP I h I is • 1 1 ‘.4,, „.En / L: CHAINLINK FENCE Ofirriir.lifer. lir-td /////, Or: tea NOTE 3 Hi NOTE 1-----.- ,----4117-- T"' '' '' ' ' 'If OD IA- 44.,„. 0 CONSTRUCTION ♦�♦�♦�.��.1 ONTRO I ,o I 50' 25' 0 50' 100' I I C`0 ENTRANCE ® A. 4I ' r- ire O SCALE 1"=50—`' ' ° "- SECONDARY , GENERAL NOTE: 1 PRIMARY '` �� � CLARIFIER 5 ® ' 1. CONTRACTOR SHALL HAVE NO ACCESS TO ALL EFFLUENT PUMP} /a STATION ♦ -�.-_.-� / >'aI fif a ` ,���/ -�i® (ThNOTE 2Jj; 4fr44iJ ;, 'Jra aNOTE 4 j- / 1 ..��k1/4. I ' I � '� AREA.ROUTE SHALL HAVE A DURABLE11. . � WEATHERPROOF SURFACE FOR THE DISTRICT O BE 4 EROOM T SITE WHEI x I ■� t ,CHEMICAL 1AERAON % BUILDING \ / 2. CONTRACTOR SHALL MAINTAIN ACCESS TO THIS ® w BASIN 4 I; IPORTION OF ROAD ASMUCHASPOSSIBLE,USING IT3",i,rtT.�` \ / qlONLYTOCOMPLETEWORKASNECESSARY.STORINGiI=w / ( MATERIALS OREQUIPMENT IN THIS AREA SHALL NOT Its' ` /n:' SECONDARY �/ 'F BEPERMITTED.I s/}�, CLARIFIER 4 -3 I) ' — — , 4, 3. PROTECT IRRIGATION VALVES IN PLACE. ' _ / ) ��_ ■ i POLE _ _ _ 4. 120V/1 AC SERVICE WILL BE MADE AVAILABLE FOR /'1` BARN ® CONTRACTOR POWER. t: o AERATION , - '--I II 11111111111.1 I BASIN 3 o °+ i I > 1 I11 LEGEND t / CONTRACTOR'S ALLOWABLE 141 i * ,ill ® :' = i1f/ //�I4111144pL\ �I ��s I, >� CONTRACTOR PARKING i� I Q CONSTRUCTION * i - ,C� ENTRANCE A,� lI! SECONDARY L r I _'.i• t I,' EFFLUENT SITE ACCESS CORRIDOR # i = o _ -- j ��yt CHANNEL LAP * o / / O NOTE 1 i � ° W � SECONDARY EFFLUENT e 1 i -.: /I �% \� COLLECTION 4/40 STRUCTURE (SECS) I /SECONDARY EFFLUENT e:// ® /DISTRIBUTION STRUCTURE (SEDS) atii i e•Dev\ PROFF`CS GINF �O+SMM MARCH 2018 rRo roANr: sREErnnE: 93170. SHEET:11 ��288 DWG IID • tall), 9 CLEAN WATER SERVICES CIVIL O EGON D�DAC DWG t. C102 THIS BAR IS ONE INCH DURHAM AWWTF CONTRACTOR STAGING A°�: 3/6/18 q $ CNKRT CAD PILE# C102.dwg WHEN DRAWING IS FULL �P.aIiYvduGi SeiViCeS Q BLACK B�VEATCH - C 1 OZ 4,q�jN 9 2 SCALE. OUT commitment is dur. PHASE 5 SECONDARY TREATMENT AND ACCESS PLAN PLC#. GE' NV SCALE: AS SHOWN SYSTEM EXPANSION PROJECT o REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 6757 PRO EXPIRES:DEC 31.2019 PRO6757 ENGR STAMP: I I DEMOLISH AND RELOCATE ® I \�d DEMOLISH AND 10"SANITARY SEWER. I RELOCATE 6"IRR. SEE DWG CU103 FOR riammasimmompists wil) it `+}f RELOCATION PLAN. RELOCATION PLAN. SEE DWG CU103 FOR J IIIIIIIII 1 a K 9,, x 1 i IS T ;f DEMOLISH AND %•, > i LYf RELOCATE 24"RE. ♦♦ DEMOLISH AND RELOCATE -j- ''�'a " v. SEE DWG CU103 FOR ♦ 30"STORM SEWER. �y` RELOCATION PLAN. ♦♦♦ SEE DWG CU103 FOR Nlliriii. ♦ RELOCATION PLAN. i %tea.. II \ • * i illir .o NOTE 4 !'/ �\ � I i IRR IRR .7,,441.11111‘.., Z'�- "� "Y. -. ♦Y. �. •�_ '� r _-- I�_..- --,-It v D;f �vC ♦'� l ® h DEMOLISH 50' 25' 0 50' 100' iY a* >tiG Y ` �Ar �' �vf� 12"STORM SEWER I iW. (���� ref vhf •Y��f �'� Y Y Y�f Y A. r aLocK j' - ♦ SCALE 1"=50' �arerr /' �f ^f r DEMOLISH '�^f ..Y ♦♦ �".— `6:03:11,171,11111111111 , ;.S;,C ® ki Y€ tt GENERAL NOTE: Jill PRIMARY 1J ' / R i \�� S f y _ k^f * ASof '/ r r v hf 1. TREES AND VEGETATION NOT SHOWN FOR if Df 3f II ! EFFLUENT PUMP ' REMOVE AND �` X -x X . Y ! ,D4. REMOVALSHALLBEPROTECTEDIN PLACE.' REPLACE SIGN L , Ea fel CONTRACTOR SHALL INSTALL BARRICADES • - °` STATION I � /` DEMOLISH REMOVE TREE(TYP) ^fAROUND TREES TO REMAIN IN PLACE WITHIN i I 3�f I f CONSTRUCTION AREAS. II CHAIN-LINK FENCE i ��� �� PROTECT �' DEMOLISH 1_ ?` �I .e EXISTING SS MH CONCRETE CURB ,f / 2. REFERENCE SECTION 01140,WORK 44 • �^ A 7111411111 ��, ti' RESTRICTIONS FOR OTHER CONSTRAINTS. �1//� � l'� I�. DEMOLISH DEMOLISH WALL DEMOLISH v,i ! I k D t o iiLI' 1 CONCRETE CURB ;411IIEXTENSION CONCRETE CURB 4 ��'i I NOTES: 11,01 ��. Ili,,, II AND SIDEWALK �� I 41 g �jh-i& �� # �1 �' ; 1. DEMOLISH AND REPLACE ASPHALT, CURB AND _ 11 C�/�! GUTTER, VALLEY GUTTER,AND SIDEWALK r--------1 AERATIONS WITHIN LIMITS.SEE DWG CG104 FOR PAVING I !kit _ �\ 1 PLAN. *�_ BASIN 4 2. CONTRACTOR SHALL CONDUCT DEMOLITION IN CHEMICAL I � IACCORDANCE WITH SECTION 01140,WORK ® "�� '� lII IIIBUILDING RESTRICTIONS. "' l11171.1.L0' lli lr " �� •r _� DEMOLISH I I \ \ DEMOLISH 6:14i 48"SE TEE,48"x36" 3. LIGHTPOLES IN THISAREASHALLBE�� ••� I III CONCRETE CURB _I .. Citir 1"' , I; SECONDARY �bl� REDUCER,AND 36" s1r� PROTECTED TO THE EXTENT POSSIBLE.WHERE " �''IVALVE REMOVALISREQUIREDFORTHEEXECUTIONOF����1 ,` ��� ----� CLARIFIER4 . �I` I a ' THE WORK,LIGHT POLES SHALL BE ite=� lll�Illrfl I ItI a _ i , g mre, �- I�iiid6 __ "iii �-•-- DEMOLISH -s* REINSTALLED OR REPLACED IN KIND. WHEEL WASH _ - ������ li jI r,• J�r�Yry or 1 POLE CONSTRUCTION.CIRCUIT NEEDS TO BE KEPT ... , �;"�� �I�,� I \ j NOTE 2 — _ ALIVE TO FEED DOWNSTREAM LOADS.LIGHT I! p , �i \ BARN ;� ---_r \ l j POLES SHALL BE REINSTALLED OR REPLACED ��im ■ / ll Il4 AERATION 1 __ IN KIND FOLLOWING CONSTRUCTION. 1 ,,,., 1\ 1-mgro, .. . r . ,T�.. PNs-JIM -...... 1.1iik �I BASIN 3 �'' I ,..._._ .�i ii "'11 * !,,,,,...,,,, ,,:,:. ,�� " � II NOTE 1 DEMOLISH SS MH 1 t r i< I,. it pe, h iri I /� !D ` a DEMOLISH 4 G\w=9== lk - I� r /' /I 48"SE TEE �\ I Y DEMOLISH EXIST MH ��� * ' ��� ., SECONDARY ' �F N. "� -: �'��..40' Illiii ��: CLARIFIER 3 1:ii 1 // O f 111 � ii pi, t'IF in * ,; Ionil ' II Q DEMOLISH �!r .�� i`'y� 0100 I��I� l 'v^ �� A I I ��� 6 A 48"EXCESS PEF , !ill► . �� il '.i� � "t, `1 ��� y ��� '1 ���� �, '� DEMOLISH ��gt (I' 1�►'`� X40 • �i�, 11IIIIIIII "" i*` � '�I ill CATCH BASIN fi� E DEMOLISH D II VALVE VAULT / 0 II r )� �. i ��Io J II NOTE 1 . I ; II�• � /:(,_,..r, � � NOTE3 � ����It � ��� oPROTECT � �� � j�i �: CATCH BASIN " ' ' �/` PROTECTr !> I /� �1I ! -i�/ a/� CATCH BASIN ®moi 11 ;�i �` •'�j��� '� Xi.:-• _,7 DEMOLISH �;P //� DEMOLISH \ A k4V + , 1 id 4VI1 \ -..--- k 1V�� �� 44: a 4NOTE A \ \ I .. / / /1* `-,,,, ir n \ \\ \� JIB Ol- pII �O PRO,cF� GINF �O �`��a FP DRNSMM : MARCH 2018INIMMIIIIII IPRO.I NAME: SHEET TRLE: SHEET:12 OF:288 DWG#: , La�lY17St9 _, CLEAN WATER SERVICES CIVIL a OREGON °SN DAC CD101 THIS BAR IS ONE INCH DURHAM AWWTF DATE: 13/18 $ �•v� fi=t _ PLor 3/ CH RT CAD FILE#: CD101.dwg WHEN DRAWING IS FULL CleanWaher Services BLACK&VEATCH DEMOLITION — CD1 O1 1N9 201 m" PHASE 5 SECONDARY TREATMENT PLAN SCALE. Our commitment i#else PLC#: qyO CL HAPMSDG SCALE: AS SHOWN SYSTEM EXPANSION PROJECT c REV# DATE ORN APED DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro.Oregon 97123-9379 cws 6757 EXPIRES:DEC 31.2019 PROD 7t ENGR STAMP: 1 I II 1 I NOTE 3 1 >> \x r6' CHAINLINK c' x Wvpa4y -k x x x x x x x x 111 ��—� 1654,- ,.....2700 —‘7.--..............A-.... p._—^ ,2 6' _ 6A .....M211112111111/2111111111111111146,„ �.�.� ��CHAIN INK ` 180 —����•—�_— � ---164 L6 60' 15 0 30' 60' '`(-;')‘7 ,\,.. '��—� 1�°�_� 170 �---'y1�`,` EXCAVATION SLOPE 1:1(TYP) 164 iiiil SCALE 1"=30' LEXCAVATION ACCESS ROAD 1 p 166 - ■� ., `� I �11` �• �,.� Iso VW oaoa�wv� WV �`� ls4 �_` iso GENERAL NOTES: Wv Wv , ,\ =` `�� / 145 �`', wv I 169 ,p "o`,� $1 `_\� t 40 — \ 6' H A I N LI N K 1. ALL EXCAVATIONS SHALL HAVE A MAXIMUM SLOPE v `_ �I�-/�--' \\ OF 1:1 UNLESS OTHERWISE NOTED. " NOTE 3 I ^ ` �� \• ` t'' 2. CONTRACTOR SHALL REVISE EXCAVATION PLAN AS I �� libipii) \�� C, c\- �►_� NOTE 3 REQUIRED.FINAL EXCAVATION PLAN IS T0 `\ ppN 'l HE �� oI \ �' �� is `,, ,II RESPONSIBILITY OF THE CONTRACTOR. i�1 1. ``�/17/444, '4' EL 128.9TION < 9\ 3. CONTRACTOR SHALL REMOVE 3'OF TOPSOIL FROM p . »o • 1 I 68 �' \ 168 \ a EXCAVATION AND KEEP IT IN SEPARATE J STOCKPILES.TOPSOIL SHALL FIRST BE USED TO NOTE 2 ��.�� /� I �6 �� 7s�� CREATE BERMS DESCRIBED ON CG101.ANY '� — 165 '� coea �� Iso !-�NI �, � ` �� REMAINING TOPSOIL SHALL BE USED FOR THE TOP 3' _ _ au, ;p lEi id .=. 1 =/ I" `, ` OF FILL DURING BACKFILL OPERATION. 1 tNOTE4 �� 1140 -At �� (111 �� NOTES: t- !', I. CONTRACTOR SHALL LOCATE EXISTING PE TO AB4 AC �� 6' CHAINLINK� e�$ �����eb��s � $ LA 0 0 EXCAVATION 1e, „•„ PRIOR TO DEVELOPMENT OF SHORING DESIGN. I i EL 124.33 'fj _ . 2. (2)FO LINES IN THIS AREA AS SHOWN TO BE EXCAVATION / k EL 136.5 i 'CONC. CURB �- ����� �,` 4 / EL NC. CURB '� EXCAVATION `—� �_^ , f RELOCATED BY OWNER.EXCAVATION SHALL BE EXCAVATION EXCAVATION- " EL 121.33 11 !( 0 COORDINATED WITH RELOCATION OF FO. VERTICAL SHORING 1� ` EL 134.80 �/EL 140.83 EXCAVATIO -111111116m1, i:i�"��'��� ''' ILIVV5:;r21411/4 's J( SHONC v 3. !0!T!: : ! : G IVALES IN THIS VICINITY T cu \ VERTICAL RI ' \ I�►i, �Li 63/�.� EL 126.80 f iinrjj 7v+..- SVA• _moi111M14. AULT AND ASSOCIATED CL EL 154.751 ® NOTE 1• O ° Li 5: �>� �= _ POWER CONDUITS AND CONDUCTORS.ENSURE NO �' 157 '��,.�� ��=�� 7 II DISRUPTION OF POWER TO FACILITIES. I ;40 1=1111_=1111111M1111111111. I!11I( �� o '�.� r. — —' L� to 161 i =+J/ imgmlip� \ \ N 2 �j' ► 2%SLOPE FROM EL 138.00 7g ! 1,' WON OUTER EDGE TO 134.67 3 ///��\ i CONC. WALL ' ,=,'L; �`�/ AT TOP OF INNER J►- 16i VI — Fg Or EXCAVATION BERM 763 111 I,' \7sS 162 %`, 160 i I \'''.7,5 c SRS R 158 , IND �S� 4 1 6' •HA NLINK S \ *, - , /1; I Iw 0� „`g PROP. 01 (t) 0 �+CJC DA MARCH 2018111 -- I `�' ,,,x4°"4%N.6 Ft' rrtw NAMESHEER 13 OF:288 Dwos +DAC ask CX101 CLEAN WATER SERVICES CIVIL ' tail sig THIS BAR IS ONE INCH M �.v _ aoT cord I CHKRT CAD FILE S: WHEN DRAWING IS FULL �i Ca11Wc` lEI' JCiVl(:eS p BLACK&VEATCH DURHAM AWTRE EXCAVATION R* �1�18 - CX101 °q s�2 SCALE. Our commitment is cleat. PHASE 5 SECONDARY TREATMENT PLAN 11 SDG SCALE: AS SHOWN SYSTEM EXPANSION PROJECT LLC REV DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 CWS EXPIRES:DEC 31.2019 PRAT F.6757 ENGR STAMP: I SEE STRUCTURAL .. DRAWINGS FOR STRUCTURAL DETAILS 24"FLOWMETER I cow1`SCH 80 PVC I DRAIN ROUTED 6•NPW i'c TO TRENCH DRAIN IN TUNNEL ��� DEMOLISH APPROX i, 900'OF 2-1/2"NPW AND 10'-0"MIN 6'-0"MIN REPLACE WITH 6"NPW I 8„ I IN PLACE `v i . 1 / �� SURGE BASIN \ Li I 4 3"X 4"RED F ' NO.2 0 f J <V / WATER CANNON 24"PE �� O (TYP OF 8) 1'O" r 6" DISMANTLING JOINT / 1 /,/, ////,42"ECCENTRIC 42"PE CONCRETE BASE REDUCER WALL PIPE CRUSHED ROCK MT502 (TYP OF 2) /— PRESSURE RELIEF NEW OR EXISTING o 4"DIP RISER I PE FLOWMETER VAULT ASSEMBLY My 6"NPW Z PIPE.USE MJ NO SCALE SLEEVE WHEN CUTTING INTO 4"90°BEND EXISTING PIPE. \ 6"x6"x4"TEE NOTE:THE WATER CANNON LOCATIONS SHOWN ARE J APPROXIMATE.CONTRACTOR SHALL CONDUCT FH SEE SPECS EXPLORATORY EXCAVATIONS AND CONFIRM THAT \_i FOR SETTING " EACH LOCATION SHOWN IS SUITABLE,DEPENDENT INSTRUCTIONS ON SUBSURFACE CONDITIONS.FINAL LOCATIONS / 6"NPW�� LENGTH=C STEEL PIPE SPACER SHALL BE REVIEWED AND APPROVED BY ENGINEER. __kw SHAPED TO FIT NOTES: DEL NO. BACKFILL . 6'-0"MAX AS READ FLAT WASHER ��� BACK OF FLANGE (B\ WATER CANNON LOCATIONS 1 8500-02 BY ENKHART BRASS MANUFACTURINGON SHALL BE VULCAN COMPANY (SEE SCHEDULE) NO SCALE TIE Q � �� COMPANY W/MODEL 181 1-3/8"SMOOTH BORE FIN GR u RODS 0 ojlioo oouljmom _ 'PAM DELUGE TIP,OR EQUAL.WATER CANNON SHALL ��� THREADED TIE ROD BE INSTALLED 3'FROM TOP OF SURGE BASIN I N} '`.'v i'+ ���� OR BOLT-STUD EMBANKMENT. W 1i w o I� SEE NOTE 5 A E R CRUSHED ROCK FILL O WCL jj VALVE BOX 2. INSTALL 4"PLUG VALVE ON 4"BRANCH O v �� MAIN WATER BETWEEN NPW MAIN AND 4"RISER.TERMINATE UNDISTURBED • a a LINE WITH AWWA SQ NUT OPERATOR AT GRADE,IN A TRENCH WALL o FLANGED TEE al VALVE BOX.EXTEND CONCRETE BASE BENEATH • —_• ' z a — OUTLET MINT6"ALL SIDES TO SURROUND VALVE BOX, DRAIN PORT, • I\ . ��� 711I 2 EA HYDRANT1111 sl!.-t.----1 I\ I f11 d WATER CANNON ,'_6"x,'6"x6" ••` .,;% I�MIIL_ ili�1 I CONC S •- '\./;‘,‘, ../. /.,,,/,/,, /,, .i.. x.,c%/,./ NO SCALE MJ x FLG VWG ■ III—IotI SURGE CLI 36"LPA (-61 FIRE HYDRANT BASIN BERM20' NO SCALE NM ��� 48"DIP I THREADED TIE RODS FILL WITH CONC 3'-0"MAX (SEE SCHEDULE) TUNNEL 6"SCHED 40 STL PIPE, NOTE 1 NOTE 1 NOTE 2 36"x 2"PAINT RED AFTER TAPPING INSTALLATION MECHANICAL TIE ROD SCHEDULE PLAN SADDLE PIPE SIZE (INCHES) MINIMUM TIE RODS PIPE SPACERS /1 SLOPE TO DRAIN q PRESSURE(PSI) NO.OF RODS DIA OF RODS DIA OF SPACERS LENGTH=C PIPE 2"SCH 80 PVC J -v (NOTE 1) (NOTE2) (INCHES) (INCHES) (INCHES) SCHEDULE 6 250 OR LESS 2 3/4 1 2 1/2 40 \ /WALL PENETRATION 350 4 Mrsoz ADJACENT SURFACE — _ :-.1 I-7 �/ NOTES: // 17- 2"VBM I 1 1. PRESSURE SHALL BE THE PRESSURE AT WHICH THE PIPE IS HYDROSTATICALLY TESTED,OR IF 3' 3' _ THERE IS NO HYDROSTATIC FIELD TEST,IT SHALL BE THE SPECIFIED SHOP TEST PRESSURE. - I 2. UNLESS OTHERWISE INDICATED,TIE RODS SHALL BE SPACED UNIFORMLY AROUND THE PIPE, 2 1 ,— BEGINNING WITH THE FIRST TWO AT THE HORIZONTAL CENTERLINE OF THE PIPE,SUBJECT TO 2 0 THE APPROVAL OF THE ENGINEER. v 43. EXCEPT WHERE TIE RODS ARE REQUIRED,BOLTS FOR FOLLOWER RINGS SHALL BE TEE HEAD SECTION '" BOLTS. 4. AT CONTRACTOR'S OPTION,4"THROUGH 48"MAY BE FURNISHED AS MECHANICAL JOINT STYLE NOTES: I I L J WITH TIE RODS,OR POSITIVE LOCKING SEGMENTS AND/OR RINGS SUCH AS AMERICAN PIPE 14" THROUGH 36"SIZE MAY BE FURNISHED AS FLEX RING STYLE RESTRAINED JOINTS AND 42" 1. POUR CONCRETE PAD FLUSH WITH EXISTING ASPHALT. THROUGH 64"SIZE MAY BE FURNISHED AS LOC RING STYLE RESTRAINED JOINTS,OR U.S.PIPE EDGE OF PAD MINIMUM 12"FROM EDGE OF PIPE. NOTES: 1 "TR-FLEX",OR GRIFFIN PIPE"SNAP-LOCK". 5. FOR PIPING FLEXIBILITY,PROVIDE GAP LARGE ENOUGH TO FACILITATE PIPE ASSEMBLY AND 2. INSTALL 42"FLANGED ELBOW TURNED UP.RIM EL 144.0. 1. INSTALL NAMEPLATE ON TUNNEL WALL ADJACENT TO VBM lir \`6'MIN CONC ENC DISASSEMBLY AT ASSOCIATED FLANGED PIPE JOINTS. IDENTIFYING VALVE AS 36"LPA CONDENSATE DRAIN. DIP MECHANICAL JOINT COUPLING WITH TIE RODS (F\ SURGE BASIN NO.2 EMERGENCY OVERFLOW LPA CONDENSATE DRAIN a F ("1-1- BOLLARD NO SCALE NO SCALE tin NO SCALE NO SCALE .O PROFF p c,P �GINFFS`S. > DRN: SIMM MARCH 2018 OPJG I PROJNANE: 93170. SHEET TITLE: SHEET: 14 OF: 288 DWG �� CLEAN WATER SERVICES CIVIL ' ta�� �Ng DS" DAC DwG# C501 DURHAM AWWTF PLOT 3/14/18 e THIS BAR IS ONE INCH �-vv1� t�i�y c� ������ DATE. CHK: RT CAD FEE#: C501.dwg WHEN DRAWING IS FULL -AlecOl commit Services BLACK&VEATCH DETAILS 1 — C501 a q"9 2E ' SCALE. our commitment is clear. PHASE 5 SECONDARY TREATMENT PLO gVip� M'PD: SDG s�LE: AS SHOWN SYSTEM EXPANSION PROJECT REVS DATE DRN APED DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 Gws 6757 EXPIRES:DEC 31.2019 PRO.,#: EN GR STAMP: I LOCATE FRAME ,c, J`- AND COVER OVER 0� LEDGE OF AT I LEAST 12" IN ,=.WIDTH 10111111111 "� =3` 8" MIN. BETWEEN _\MANHOLE STEPS SEE / KNOCKOUTS I u� STD DRAWING N0. 100 JOINT DETAIL \v/ il I WILL VARY BY �� MANUFACTURER IM. — II 48" MINIMUM • 111 1 cWn5" MINIMUM STANDARD FRAME AND COVER OR m =� DETAIL "A" MAXIMUM 27" FROM 1111 WATERTIGHT FRAME AND COVER.SEE • SMOOTH FINISH CHANNEL TO I TOP OF FIRST STEP STD. DRAWING NO. 110, 120, OR 130 PIPE 3/4 VERTICAL HEIGHT OF PIPE. TO TOP OF CASTING I.D. SET FRAME IN NON-SHRINK /GROUT 6"MIN. • -1111 NOTES: CONSTRUCT CHANNEL AND 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO ; GRADE RINGS (2",4",OR 6") r MIN 12" SHELF IN FIELD THE REQUIREMENTS OF ASTM C 478. MAXIMUM 12" SET IN , ••r••.••S':e•r•s.r •• rl NON-SHRINK GROUT ry r••r•• ��i��y� r. .•.tir .•%i•v 2. SEE STD DRAWING 020 FOR POURED IN PLACE CONCRETE � ••'is•tr li- ta'il i$�i�r ryr MANHOLE BASE. ��...4 •rias H '�c. .r + wq„ryr I -�1Iltj l fir.° • -.:0i..,.•�_4% .-... .0 3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO STANDARD ECCENTRIC 12" MINIMUM OF 3/s"-O" THE REQUIREMENTS OF ASTM C-443. 36" CONE e � COMPACTED BASE MATERIAL I 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. — MANHOLE SECTION 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A '(VARIABLE 1'-4') 48" MANHOLE AND CHANNEL DETAIL. '� 48" MINIMUM —�► .:• 0 1 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL U . REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. MANHOLE STEPS SEE 5" MINIMUM 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) -. ' STD DRAWING NO. 100—,, f.5" MINIMUM MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED SMOOTH FINISH CHANNEL I ON THE INSIDE FACE OF THE MANHOLE. 41 SEE DETAIL "A" ¢j) 0 3/4 VERTICAL HEIGHT 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND OF PIPE. co .- 4" MAXIMUM CLEAR OF PIPE WALL. — m PIPE e 6" MINIMUM OVERLAP. 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 12" e I.D. I FOR SANITARY CONNECTION AND 48" FOR STORM > n CONNECTION. CONSTRUCT < CONSTRUCT CHANNEL AND CHANNEL AND MIN ° ° MIN 12" SHELF IN FIELD 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME ANDS , 12" SHELF IN FIELD I COVER SHALL BE USED IN ALL EASEMENT AND OFF 8" MINIMUM CONCRETE STREET AREAS. SEE STD DRAWING 130. _} � $ r••rrr r-•r r•% NIM CO rRET � r rrry r i r 11. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO THE . i ., ., '% REQUIREMENTS OF ASTM C-443. PIPE _ I.D. ...Am.- _ ..5, -� liseger tom.. 440 .r Y.� 4 .r.-(3 ,•.r• `o _' 12" OF 3%a"-D" rig ��® NOTES: COMPACTED BASE ROCK 1 NON-SHRINKING GROUT SMOOTH FINISH 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF n��'••••.••r •s •r•.r•r y-• - ASTM C-478 AND APPLICABLE PROVISIONS OF STANDARD MANHOLE, 3i r-filiil •r5IPM •= .•eifrs CHANNEL TO a �►.rfr�ir.�ri w r r - 3/4 VERTICAL DRAWING NO. 010. 12" MINIMUM OF 3% -0" COMPACTED -.'17+ + r �:-::•- HEIGHT OF w.n .g r r7 . 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH BASE MATERIAL .:•44"..• rr -�' •'!:. ' PIPE OF 3000 PSI AND A SLUMP OF 2" TO 4". I STA\ DARD MA\ — OL= C1eanWate Services N A\ — 0L_ BAS— CleanWater4Services DRAWING NO. 010 REVISED 12-16 DRAWING NO. 020 REVISED 11-16 NOTE: THIS PROJECT DOES NOT REQUIRE MANHOLE STEPS. MANHOLES SHALL BE PROVIDED WITHOUT MANHOLE STEPS. NOTE: THIS PROJECT DOES NOT REQUIRE MANHOLE STEPS. MANHOLES SHALL BE PROVIDED WITHOUT MANHOLE STEPS. <di STANDARD MANHOLE ala NO SCALE NO SCALE rii MANHOLE BASE g,c0,D PROF Oi C9' ,,,,,GIN . • O tr mo... c 170. III SMM : MARCH 2018 ISNEET.15 OF:Y88 DWG" =u °SNoAC Dwox C502 CLEAN WATER SERVICES �,EETTmE. CIVIL ' to Osig N THIS BAR IS ONE INCH PLOT 3/6118 OREGON CHEAT CAD FILE ft C502,dw9 WHEN DRAWING IS FULL aeanWater Services QBLACK&VEATCH DURHAMAWWTF DETAILS 2 C502 9 °10 SCALE. Our commitment is dent. PHASE 5 SECONDARY TREATMENT c 11 Assoc WALE: AS SHOWN SYSTEM EXPANSION PROJECT ,°,,o REVN DATE DEN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 CyyS 6757 EXPIRES:DEC 31.2019 PROD f. ENGR STAMP: I SPECIFICATIONS: I--B TOP VIEW 11 GAUGE 1196" 1)CLAMP AND BRACKETS ARE TYPE 304 I (• ) I STAINLESS STEEL, 11 GAUGE (.1196"). NOTES: 2)3/8" 0 PINCH BOLT AND NUTS IS TYPE 18-8 STAINLESS STEEL. DIAMETER VARIES ALL PRE-CAST MANHOLE SECTIONS SHALL vnTH szE REouIRED CONFORM TO THE REQUIREMENTS OF ASTM 3)RELINER CLAMP/BRACKET AND ANCHOR OR -2" 1 C-478 AND APPLICABLE PROVISIONS OF APPROVED EQUIVALENTS STANDARD DRAWING NO. 010. 3/8x16x1.25" Anchor w' , nnl m v, �,',_ Zinc Alloy Lead O -A A I 1.50" I 4„ J 5" MINIMUM ► — 1.25 X 7/8 SS Washer 1 25" ENCAPSULATED \\ ° j '�__I., B - B 2" RUBBER GASKET \� a mi Iuii%iiiiiiiiiL,B ° .75 `L �43x16x1" SS Bolt NON-SHRINKING GROUT ° --I .95 - I 3/8" DIAMETER STAINLESS A - A PVC STEEL PINCH BOLT PIPE a CONSTRUCT ° CHANNEL AND MIN CLAMP DETAIL 12" SHELF IN FIELD° D ANCHOR DETAIL 1"/FT SLOPE N.T.S. SANDED BELL N.T.S. FITTING ° o ° _- PIPE �.l—J�� I.D. MECHANICAL INSIDE DROP -LJ-- TANDARD TEE FITTING I (OPTIONAL) I r PVC SANDED BELL ° = =___ a g "d " ° ° PLUG END J INFLOW PIPE 1 6" MW. 44+11 s- s . ° PIPE LENGTH AS - 1170:0"-4674012014701.07041. ``�` `.�� REQUIRED KOR-N-BAND BAND o' 03 "4 'E 4�i• I INTERNAL �0••r z,, �;� ///�//� WATERTIGHT SEAL STAINLESS r 'rc, 1 r -,�- ° SEE DETAIL x{030 STEEL BA D1111 -_ " -`%i ". •"'' CUSE OLLAR DPER DCWS ND 1 �' I APPROVAL. SMOOTH FINISH CHANNEL TO ° nn 3/4 VERTICAL HEIGHT OF MINIMUM OF 2 CLAMPS, MAXIMUM DISTANCE MANHOLE INTERCEPT Q. PIPE BETWEEN CLAMPS IS 3' OR ADDITIONAL /" PIPE ' 3 CLAMPS WILL BE REQUIRED. AI ��/ _ WALL I ! t 12" MINIMUM OF 74"-0" CONSTRUCT CHANNEL AND COMPACTED BASE ROCK SHELF IN FIELD FLEXIBLE - 45 DEG BEND CONNECTOR d ° GROUT TO I 4 ° CENTERLINE NOTES: ° OF BEND d a/d �° d 1. PIPE AND FITTINGS SHALL BE SAME SIZE AS INFLOW PIPE TO MANHOLE. J // � I '\O R—N—SEAL BOOT 2. PIPE AND FITTINGS FOR DROP ASSEMBLYd. SHALL BE: DUCTILE IRON ANSI A21.50-1, a °° 4° 4 AWWA C150-1, AWWA C-900 OR PVC L ° a ASTM 3034 SDR 35. ° 4 4 - f ° N VA\ - OL- CO\ \ -CTIO\ S =C - A\ ICAC I \ SID = DROP I CleanWater Services - _ �/ A \ 0 L_ C1eanWate� Services DRAWING NO. 030 REVISED 12-16 DRAWING NO. 060 REVISED 02-17 IMANHOLE CONNECTIONS MECHANICAL INSIDE DROP MANHOLE ¢<ui NO SCALE NO SCALE al „F5 PROP gVF e aO1NgF . en OrR+�aMM MARCH 2018 PRO i<AMt: SHEETTErLE: IV 93170.g it.c, SHEET:16 288 �Nonc DwG* c603 CLEAN WATER SERVICES CIVIL ' taf sig THIS BAR IS ONE INCH _ �N �`l� �xJ,,1„ � ` DURHAM AWWTF PICT 3/6/1a CHH CAD FRE* C603,dwg WHEN DRAWING IS FULL t/1�n YYcilGr JGl Y1CeS BLACK&VEATCH DETAILS 3 �'� C503 �qN 9 p�0 ' "m SCALE. oer commitment��clear. PHASE 5 SECONDARY TREATMENT PLC'S 49ypa h �" o.SOG scuE: AS SHOWN SYSTEM EXPANSION PROJECT ES REV* DATE DM APPD DESCRNq rpN 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 cws EXPIRES:DEC 31.2019 PRa a 6757 ENGR STAMP: I I PRE CAST 3/4' CONICAL HOLES (2) SANITARY COVER ONLY • 0 ° i 1/2" PICKHOLE I IN COVER TOP 1- 0 0 Z z 24-3/4" w w 7/8 / Tj/Ii,� } % w w d >- z 0 22 t/2" z p < 0 27" 0 z 25" coCL o Q MEMBRANE ANCHOR TRENCH, '�il 0 < ACKFILLED WITH SOIL CONTINUOUS In N I PLASTIC j MEMBRANE(WITH / , 3„ 7 HOLD-DOWN j/V WEIGHTS) / TEMPORARY CUT SLOPE f , I Z s WITH SLOPE AS SHOWN ON i THE DRAWINGS 3" 3" Nr i 23" II 1'MIN BEGIN AT PERCHED 24-1/2" WATER OR GROUNDWATER LEVELS 31" CRUSHED ROCK AND SECTION VIEW — DRAIN LAYER - MATERIAL _ 6"DIA ADS N-12 PREIMETER MIN 12"THINKNESS PERFORATED PIPE CONNECTED ���: TO SUMP PUMPING NOTES: 1. SUBURBAN TYPE FOR USE IN TRAFFIC AREAS OF LOCAL AND NEIGHBORHOOD STREETS. I 2. STANDARD TYPE FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS. S�`. LEVELLING COURSE . 3. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. 4. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. 4.10^� 18 OR 24" 5. 1 1/2" PICKHOLE IN LID FOR LIFTING HOOK. NON-WOVEN GEOTEXTILE FABRIC f S ,, B . RBA\ A\ D STA\ DAR D I NOTES:1. ADDITIONAL INTERNAL PERFORATED PIPES AND SUMP PUMP LOCATIONS MAY BE REQUIRED TO VA\ - 0�- =RAV = A\ D COV-R C1eanWatei Services MAINTAIN WATER WITHIN THE CRUSHED ROCK MAT AND DRAINAGE LAYER, T e 2. PERFORATED PIPE SHALL BE ADVANCED DRAINAGE SYSTEM(ADS)N-12,SLOTTED DRAWING NO. 110 SAM\ I A RY REVISED 02-17 PERFORATIONS. iTYPICAL SLOPE PROTECTION TEMPORARY CUT SLOPES, SECTION n SANITARY MANHOLE FRAME AND COVER 01- NO SCALE NO SCALE •�73 D O „FD PR Ox..,,, 0�5 ,"G 1 N k-t,-.% ' D Q SHEET TITLE: SHEET:17 OF:288 DWG it: a } V S -J +SMM4: MARCH 2018 PROD NAME: L 9Fr3/170 CLEAN WATER SERVICES CIVIL PLDT ' O EGONg DS^DAC Dwox C503 THIS BAR IS ONE INCH r������ DURHAM AWWTF DETAILS 4 DATE: 3/6/18 C504 a✓qN 9 z-o�`�q`- CHK:RT CAD FILE C503.dwg WHEN DRAWING IS FULL QeSIIWatei .7C:IV�.:G1 galBLACK$VEATCH I r.„ SCALE. Our commitment is clear. PHASE 5 SECONDARY TREATMENT PLC 4: q�CLECA' ri APP°SDG SCALE: AS SHOWN SYSTEM EXPANSION PROJECT 0o rzEva DATE DaN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 CWS 6757 EXPIRES:DEC 31.2019 PROJ H: ENGR STAMP: I STANDARD MANHOLE FRAME AND COVER. I SEE STD. DRAWING NO. 110, 120, OR 130 SET FRAME IN NON—SHRINK GROUT. 1" FLAT FACE LETTERING FINISH GRADE OF STREET (RECESSED FLUSH) GRADE RINGS (2" 4", OR 6") �P v�0♦w , 4. \ Q rMAXIMUM 12" !,(���/�\♦'.� O �n♦j/\tl �♦♦ IFCQ802 \ o _ r o. /* �/ 4 el �v7 �/ 260384 0 �� ' 25" NOTES: ��� �,"� '\Q\�, G�". QO O STEPS FOR PRECAST M 1. ALL POURED IN PLACE CONCRETE SHALL HAVE A 1 1/2" PICKHOLEO \y O qy�M MANHOLE SEE STD. ° a I /\4O ` /�, = Q Cl � DRAWING NO. 100 , A 2" TO 4" SLUMP. `� , � • Q O I 2. ALL REINFORCEMENT SHALL HAVE A MINIMUM 1\/\�/'/ ` \��-f`\./,,'' 1 1 O ate` v YIELD STRENGTH OF 60,000 PSI (GRADE 60). ,'/' ` \�/\.', arwDeoeS " tilomymlX �-Lf1RUB3. ALL PRECAST JOINTS SHALL BE GROUTED OR 111 14, KA'�� \ O \�.09\ f © Q �p 4. SECTBIONS AND CONE SHALL BE IN ACCORDANCE �\"�/',��♦'�\��! \ ER GASKETED. / 1.1 48" .► 5 WITH ASTM C478. • 1C7 P lN3 /TO .1�� (16) 3/4" -. 00 Minimum P'1ILThr HOLES AS SHOWN �� 11 � � " a - a-, 4 COVER TOP COVER BACK rSTANDARD TOP SLAB SEE STD. DRAWING NO. 220 —L l�T °alr-t[1 ° STANDARD MANHOLE SECTION(S) SEE STD. DRAWING NO. 200 AND NO. 210 Barrel Dia. --► E ac-r1) 24 3/4" DIA. I 1 MAXIMUM THROUGH PIPE SIZES I ...,-.1 r 1 BARREL DIA. MAX. PIPE DIA. 7/8" 60" 36" r 1/4 a 72" 48„ 84" 60" PIPE O.D. 96" 72" I 1, ' 11 108" 84" 1111.1.11' 6 I moe- ° PIPE I.D. jr 120" 96" 2 7/8"— 6" SQ. 1 4 aq BREAK OUT MANHOLE WALL 2" MINIMUM, 4" MAXIMUM I 1 / CLEAR OF PIPE WALL. GROUT SPACE WITH NON—SHRINK / GROUT. 7 1/2" SQ. ° d \\ a 9 ,, a ° °Q \N ° Y/ 22 1/2" DIA. a. 12 a L°a ° SLOPE 1 I— ., SECTION VIEW ° iCONCRETE FILL AS REQUIRED. PRECAST OR CAST—IN—PLACE STANDARD BASE SLAB SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. SEE STD. DRAWING NO'S. 180 AND 190. STORV WAT=R VA\ - OL= LIDLARD- DR -CAST CO \ CR =T= OeanWate\ Services N A\ I- OL-_ C1eanWate\ Services DRAWING NO. 120 REVISED 12-06 DRAWING NO. 160 REVISED 12-06 NOTE: THIS PROJECT DOES NOT REQUIRE MANHOLE STEPS. MANHOLES SHALL BE PROVIDED WITHOUT MANHOLE STEPS. I A STORM WATER MANHOLE UD n LARGE PRECAST CONCRETE MANHOLE LIQ NO SCALE NO SCALEi ini PR�"F p GibE > 0RNSMM MARCH 2018 I 2�� 4a93no c' ee�w want. slier:18 �'288 mot CO DSNODAC DWG C505 \� CLEAN WATER SERVICES SHEET CIVIL tali r sig THIS BAR IS ONE INCH O GON EHKRT 0 DI'&EE C505.dwg WHEN DRAWING IS FULL C1eanWater Services a BLACK&VEATCH DURHAM AWWTF DETAILS 5 ° H8 — C505 ""9 2°1� SCALE our commitment is clot. PHASE S SECONDARY TREATMENT PLC it y0c I �g SDG S As SHOWN SYSTEM EXPANSION PROJECT �c REVS 0015 DON APR) DESCPoP'EON 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97723-9379 ax 6757 E STAMP: DEC 31.2019 I I -1,-,44, Varies) "D" Bars TW Varies 1 1/2"clr• I Depth of Pipe Additional sections as required. "E"L Bars Tongue + 3/4" 4 Ng I - No reinfforor cemm cient rrequired. nerti - ' e1 1/2"Clr. 1 TS 3/4"clr. --- Ts �w Weld to No. 4 Hoop 12"min. No. 4 Hoop "E" Bars 5"min, �'„ a Note:Wall to slab joint shall be grouted °r E when slob is cast separately. Note: Grout not required for slab "G" Bars p y' cast in contact with manhole section. ' F + PRECAST BASE SLAB TYPE 1 ** PRECAST BASE SLAB TYPE 2** NUMB R .�--- --//r-• 'I - --- I J o -- z a r- -- ----• Tw (Varies)ow -.-I Tw (Varies) e arn? ;I I j Roughen contact surface o� (-- ` ? to 1/4" amplitude. Vt.: \ J1 Horiz. Diameter'••. U rZ 1"clr. D J I- I a Q ` / , I` , No. 4 Hoop ' Ts „F„ Bars \.; 1/2"clr. i i Fin \ 3" Clear roe,\. / D' Bars \\\� -- 'i „D" Bars . j „E„ Bars J Xa a f �� 74-- Note: Expose hoop as required to weld dowels III a 8 to hoop. Remove only enough concrete to accomplish weld. Patch before casting base to Ts IL"E" Bars PRECAST BASE TYPE 1 PRECAST BASE TYPE PRECAST BASE TYPE 3 CAST-IN-PLACE BASE ensure no voids are present. CAST-IN-PLACE BASE MANHOLE TYPE 1 2 MANHOLE TYPE 2 MANHOLE TYPE 1 MANHOLE TYPE 2 Section B Section - B' PRECAST BASE SLAB TYPE 3 (OR PRECAST BASE TYPE 4) 4"X4" OR 6"X6" CONCRETE COLLAR SIZE 60" 72" 84" 96" Z AROUND PIPE CONNECTIONS. LT, r1114111111111111; Type Depth* 0'-15' 15'-30' 0'-15' 15'-30' 0'-15' 15'-30' 0'-15' 15'-30' 1114 v oTs 8.0" 9.0" 8.0" 9.0" 9.0" 10.0" 9.0" 11.0" LC/1o w 111." MINIMUM BETWEEN BREAKOUTS FOR PIPES. 1 D Bars #3 @ 12" #3 @ 12" #3 @ 12" #4 @ 10" #3 @ 10" #4 @ 11" #3 @ 9" #4 @ 11" u cc) o \O MBER E Bars #4 @ 12" #4 @ 9" #4 @ 9" #4 @ 6" #4 @ 8" #5 @ 9" #4 @ 7" #5 @ 8" 111 z z IA 2 Ts 11.0" 12.0" 11.0" 12.0" 12.0" 13.0" 12.0" 14.0" - E Bars #4 @ 12" #4 @ 8" #4 @ 9" # #5 @ 8" #4" 7"N0.5 @ 7" #4 @ 5" #5 @ 6" 111 m � NOTES: (MANHOLE BASES & BASE SECTIONS) Ts 7.0" 9.0" 7.0" 9.0" 8.0" 10.0" 9.0" 11.0" 1. MANHOLE TYPE 1 IS CONTINUOUS FROM BOTTOM SLAB TO 12" 3 D Bars #3 @ 12" #3 @ 12" #3 @ 12" #4 @ 10" #3 @ 10" #4 @ 11" #3 @ 9" #4 @ 11" cn ABOVE PIPE BREAKOUT. Z 2.MANHOLE TYPES 1 & 2 MAY HAVE EITHER PRECAST ORT E Bars #4 @ 12" #4 @ 9" #4 @ 9" #4 @ 6" #4 @ 8" #5 @ 9" #4" @ 7" #5 @ 8" CAST-IN PLACE BASE. 3. MANHOLE SECTIONS SHALL BE MANUFACTURED IN ACCORDANCE TO TS 7.0" 9.0" 7.0" 9.0" 8.0" 10.0" 9.0" 11.0" -J Ilb.dal THE REQUIREMENTS SHOWN ON STD, DRAWING NO. 180 AND 190. 4.MANHOLE TYPE 2 SHALL HOVE NO JOINTS BETWEEN 1' ABOVE PIPE 4 E Bars #4 @ 12" #4 @ 9" #4 @ 9" #4 @ 6" #4 @ 8" #5 @ 9" #4" @ 7" #5 @ 8" I BREAKOUT OPENING AND 2" BELOW PIPE SPRING LINE. SECTION - A 5. MANHOLE SECTIONS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C76 OR C478 EXCEPT LONGITUDINAL (VERT.) STEEL SHALL F Bars #4 @ 12" #4 @ 9" #4 @ 9" #4 @ 6" #4 0 8" #5 @ 9" #4" 0 7" #5 CO 8" MEET OR EXCEED THAT SHOWN ON STD. DRAWING NO. 190. *Invert to Street Grade **Fabricator required to cast lifting loops in base slab for - - Concrete:a f' =4,000 psi handling Type 1 & 2 bases. LSteel: f =Grade 60 ARG- DR -CAST CO\ CR-T= V A\ - OL - BAS =-SCleanWate\ Services LARGE PRECAST CONCRETE MANHOLE - TYPES CleanWate\ Services Drawing NO. 170 REVISED 12-06 DRAWING NO.180 REVISED 12-06 NOTE: THIS PROJECT DOES NOT REQUIRE MANHOLE STEPS. MANHOLES SHALL BE PROVIDED WITHOUT MANHOLE STEPS. <w , A LARGE PRECAST CONCRETE MANHOLE-BASES LARGE PRECAST CONCRETE MANHOLE-TYPES OQQ NO SCALE NO SCALE PR op op 0 > DR+SAAM DM MARCH 2018 I s3no. y SHEET TITLE: SHEET:19 OR 288 DWG*, tat Slg -J +DAc 0506 CLEANDURHAM AWWTFCES CIVIL DATE: � ��18 0 THIS BAR IS ONE INCH PLOT GON claseo cHIeRT CADPREtl C505.dwg WHEN DRAWING IS FULL CleanWater SeIY1CCS BLACK&VEATCH DETAILS 6 C506 qN 9 2 h. SCALE. Our commitment is dear. PHASE 5 SECONDARY TREATMENT riox %) SDG SCALE AS SHOWN SYSTEM EXPANSION PROJECT c REVS DATE DRS APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro.Oregon 97123-9379 cols 6757 EXPIRES:DEC 31.2019 PR0.19: EWA STAMP: 60"0 Manhole Section NOTE: MAX. LONG. BAR SPACING IS 12" C.-C. INVERT TO Tw =5.0" T„ = 6.0" Tw =6.75" Construction joint Construction joint STREET GRADE OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. I 2-No. 4 Hoops 2-No. 4 Hoops 0 Ft to 15 Ft 0.16 0.15 0.24 0.16 0.09 0.20 0.13 0.08 0.17 1" min. - Grout annular 1" min. - Grout annular TYPE 1 space with nonshrink grout space with nonshrink grout 15 Ft to 30 Ft 0.32 0.18 0.53 0.25 0.19 0.42 0.22 0.16 0.36 8 Tw (Varies) 8" Tw (Varies) 3„ 1%"clr. Radial "D" Bars Ilia / clr. 0 Ft to 15 Ft 0.17 0.15 0.28 0.19 0.09 0.22 0.16 0.08 0.20 2 TYPE 2 F� "E" Bars spigot + %pe 15 Ft to 30 Ft 0.37 0.18 0.63 0.28 0.19 0.48 0.24 0.16 0.42 6" c ,311 6„ curbi 6 "Cr �, TS 6" ! � TS i �.�� (See 'C' Bars-1 No. 4 hoop req'd. for less than 2'-0" clr. between blockout and top of section. 1 1/2" 1 1/2" iiimannote 6) 72"0 Manhole Section NOTE: MAX. LONG. BAR SPACING IS 12" C.-C.11611111111111"' clr (typ) 18" min. See 12" 3" clr. "E" Bars INVERT TO Tw =6.0" Tw = 7.0" Ty, =7.75" No. 5 Hoop Note 1 2-No. 5 Hoop See Note 1 STREET GRADE OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. 3" clr. Radial "D" Bars 0 Ft to 15 Ft 0.19 0.19 0.26 0.17 0.16 0.22 0.16 0.14 0.20 TYPE 1 15 Ft to 30 Ft 0.33 0.28 0.58 0,27 0.23 0.48 0.26 0.26 0.42 PRECAST OR CAST-IN-PLACE 0 Ft to 15 Ft 0.19 0.13 0.28 0.18 0.15 0.23 0.16 0.17 0.28 IPRECAST BASE SLAB TYPE 5 BASE SLAB TYPE 6 TYPE 2 15 Ft to 30 Ft 0.36 0.13 0.65 0.29 0.15 0.52 0.26 0.17 0.46 1. Add bottom mat of No. 3 bars 1. Add bottom mat of No. 3 bars each way each wayat same spacing as at same spacing as topmat. G Bars- 2 NO. 5 HOOPS 2" CLR. OF TOP OF MH BARREL REVD. FOR LESS THAN 2'-O" CLR. P 9p g 2 NO. 3 HOOPS 2" CLR. OVER PIPE BLOCKOUTS 5 BETWEEN BLOCKOUT AND TOP OF SECTION. top mat. 2. Wall to slab joint shall be field grouted. 2. Wall to slab joint shall be field Grout is not required for slob cast in 84 Manhole Section NOTE: MAX. LONG. BAR SPACING IS 12" C.-C. grouted. contact with manhole section. 3. Curb is continuous all around 3. Curb is continuous all around base slab. INVERT TO Tw =7.0" Tw = 8.0" Tw =8.75" base slab. 4. If curb is not cast monolithic with base STREET GRADE OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. 4. If curb is not cast monolithic slab, provide construction joint as shown. with base slab, provide 5. Base slab Type 6 may be precast or TYPE 1 0 Ft to 15 Ft 0.20 0.13 0.26 0.17 0.12 0.22 0.15 0.10 0.20 construction joint as shown. cast-in-place concrete. 15 Ft to 30 Ft 0.33 0.23 0.59 0.28 0.26 0.50 0.30 0.23 0.45 6. Ts for base slab Type 6 assumes a 6 1/4" I spigot depth. Adjust Ts for actual spigot depth. TYPE 2 0 Ft to 15 Ft 0.23 0.15 0.33 0.21 0.17 0.28 0.19 0.19 0.25 7. Curb may be cast in place against riser 15 Ft to 30 Ft 0.36 0.15 0.65 0.30 0.17 0.55 0.30 0.19 0.49 pipe without grouting. I 'C' Bars- 2 NO. 5 HOOPS 2" CLR. OF TOP OF MH BARREL ZREVD. FOR LESS THAN 2'-O" CLR. 2 NO. 3 HOOPS 2" CLR. OVER PIPE BLOCKOUTS BETWEEN BLOCKOUT AND TOP OF SECTION. SIZE 108" 120" 96"0 Manhole Section NOTE: MAX. LONG. BAR SPACING IS 12" C.-C. Type Depth* 0'-15' TS 10" 15'-30' 12" 0'-15' 10" 15'-30' 12" INVERT TO Tw =8.0" Tw = 9.0" T =9.75" STREET GRADE OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. OUTSIDE INSIDE ON CTR. 5 "D" Bars No.4 @ 12" No.5 @ 12" No.4 @ 12" No.5 @ 12" TYPE 1 0 Ft to 15 Ft 0.25 0.18 0.33 0.21 0.16 0.29 0.21 0.14 0.27 "E" Bars No.5 @ 12" No.5 @ 12" No.5 @ 12" No.6 @ 12" 15 Ft to 30 Ft 0.41 0.26 0.77 0.35 0.30 0.66 0.37 0.27 0.59 Ts 15.5" 17.5" 15.5" 17.5" 0 Ft to 15 Ft 0.26 0.17 0.34 0.22 0.19 0.30 0.20 0.21 0.28 6 "D" Bars No.4 @ 12" No.5 @ 12" No.4 @ 12" No.5 @ 12" *Invert to Street Grade TYPE 2 Concrete: f� = 4,000 psi 15 Ft to 30 Ft 0.43 0.17 0.82 0.37 0.19 0.70 0.34 0.21 0.63 "E" Bars No.5 @ 12" No.5 @ 12" No.5 @ 12" No.6 @ 12" Steel: Grade 60 'C' Bars- 2 NO. 5 HOOPS 2" CLR. OF TOP OF MH BARREL 2 REQ'D. FOR LESS THAN 2'-O" CLR. 2 NO. 3 HOOPS 2" CLR. OVER PIPE BLOCKOUTS S BETWEEN BLOCKOUT AND TOP OF SECTION. I 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. LARD _ FR .-=CAST CO\ R -T= _ ----"4"- = =LACE D'=CAST CO\CTV_A\HOLE- VA \ OLBASSLABS CleanWateServices L0\G. BAS S0\ RI\F CleanWater Services DRAWING NO. 190 REVISED 12-06 DRAWING NO. 200 REVISED 12-06 LARGE PRECAST CONCRETE MANHOLE- 1 � LARGE PRECAST CONCRETE MANHOLE BASE SLABS n LONG.BASE SECTION REINF. ¢w NO SCALE NO SCALE oI PR F 0 0 'fit' F(,. lie,' GIN +SMM o�nre: MARCH 2O18 PROJeN . SHEETTrnO: SHEET:20 0F:2S8 DWG 170. ¢ tail�/ stg CLEAN WATER SERVICES CIVIL crgc . DGDOAC C507DURHAM AWWTF THIS BAR IS ONE INCH �I y.�,�� c __u DETAILS 7 Pa, X18 C507 N 9 20 4 BLACK CHKRT oaoMatt C507.dwg WHEN DRAWING IS FULL ♦�d11G1 PHASE 5 SECONDARY TREATMENT gip: I SCALE. Our commitment it clot. H ***ISM AS SHOWN ,gyp oa1E , APPo DESCRIPTION 2550 SW Hflstwro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT aws 6757 EXPIRES:DEC 31.2019 PRW# ENGR STAMP: 1 �- 1 Hoop i 1" Clr. min. typ. Expansion Joint B SEE STANDARD ���,>- T -.�m���� DRAWING # Expansion Joint' 320 FOR FRAME /.�,■■■'►\ /.Ai:■■■'` A AND COVER A I L . ____ _........................., F/INMIIIIIIIIIIIIII/____IIIIIIIIIIIIEUII_- ____111J1111111 _f r-M■■■■■■IiMlinlik\ hi, 7,11••••••••,\ ■■■�� a d ., a a a I /, 1 p ( 1" Clr. min. t I 111111 a TYPICAL OR AS 25" Dia. cn 48" Dia. MIMI a a ,,, '�� • d 4LI REQUIRED m I ,'■■■. , d .d ■� ® _ O AL a JURISD4 BY ICTION II D J AM/11111111111111•11 `..�.■■■■■■, ' m \LHoops typ. ,■■■ I a d \,.■■■■■■■.,i \ _A■■■.,/ 1 I a um 16 ° 11 Taper I \�■■■■■■■► \�■■■■■■■r 2 B 2 `'�_��,5 `,�•�,� PLAN VIEW - STANDARD CURB AND CUTTER "A" Bars (Under) "A" Bars (Under) _ PROJECTED O.D. Manhole O.D. Manhole GUTTER - RECESSED CURB INLETS TO BE LINE REINFORCED CONCRETE INSTALLED IN I ACCORDANCE WITH DRAWING NO. 310 NOTES: TOP SLAB "A" TOP SLAB "B" 1 1/2" OF FALL 71/2" 1, All concrete shall have a 28 day ultimate 4 o TOP OF compressive strength of 4,000 psi. No. 5 hoops 1" dr. min. 6" d a AIIIIIIIIIIPAVEMENT I 2. All reinforcement shall have a minimum - yield strength of 60,000 psi, (Grade 60). `` a r ������� d a 4lir 1 1/4" 3. All lap splices shall be 24 bar diameters �� _ mism unless noted otherwise. EnnimmiN I I 4. Add steps as required by Standard Drawing .1%NO. 010 Bars "A" • 118 60" 6d 4AX • Bars "B" 11/" Clr. MAX d 3 MAX TOP SLAB TYPICAL SECTION WEEP 2Ii"I HOLES MAXI TOP SLAB "A" TOP SLAB "B" TOP SLAB "B" i d I COVER DEPTH suMP 6" FOR POURED IN '-.,__SUMP WATERTIGHT SEAL + r PLACE OR 5" WITH o SEE DETAIL #030 REINFORCEMENT - 6" to 12" 4'-O" to 7'-0" 7'-1 " to 22'-0" d 6 FOR PRECAST aa d - 28" I 27" I Size T "A" Bars "B" Bars T "A" Bars "B" Bars T "A" Bars "B" Bars 60" 8" No.5 @ 71/2"No.5 @ 7%2" 12" No.5 @ 9" No.5 @ 9" 12" No.5 @ 9" No.5 @ 9" SECTION A-A SECTION B-B 1 72" 10" No.5 @ 7" No.5 @ 7" 1 2" No.5 @ 9" No.5 @ 9" 1 2" No.5 @ 7" No.5 @ 7" NOTES: 84" 11 " No.5 @ 7" No.5 @ 7" 1 2" No.5 @ 6" No.5 @ 6" 1 2" No.6 @ 6" No.5 @ 7" 1. CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-478. 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF V-0" COMPACTED BASE MATERIAL. I 96" 1 2" No.5 @ 6" No.5 @ 6" 1 2" No.5 @ 6" No.5 @ 6" 1 4" No.6 @ 6" No.5 @ 6" 3. REINFORCEMENT FOR PRE CAST CATCH BASIN SHALL BE REBAR MEETING ASTM A-615 GRADE 60 OR WELDED WIRE MEETING ASTM A-497. 4. ALL POURED IN-PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP OF 2" TO 4". 1 08" N/A N/A N/A 12" No.6 @ 8" No.6 @ 8" 16" No.7 @ 9" No.7 @ 9" 5. CHANNEL REQUIRED IN FLOW THROUGH APPLICATIONS, AS APPROVED. ALL OTHER APPLICATIONS REQUIRE AN 18" SUMP BELOW LOWEST PIPE INVERT. I 120" N/A N/A N/A 12 No.6 @ 7" No.6 @ 7" 16" No.7 @ 8" No.7 @ 8" 6. FULL CURB EXPOSURE REQUIRED CANNOT BE LOCATED IN SIDEWALK RAMPS OR RAMP WINGS. LAG- J�=CAST CONC =TE MA\-OL GUTT-R & CJRB i \ �-T TO SLABS C1eanWate� Services CA T C - BAS \ (CC- 2) C1eanWaterServices DRAWING NO. 220 REVISED 12-06 DRAWING NO. 300 REVISED 09-16 I ( LARGE PRECAST CONCRETE MANHOLE TOP SLABS GUTTER&CURB INLET CATCH BASIN <Di NO SCALE NO SCALE PRS OSI .4e I NES`� 2� 93170• • Ro3 LE. SHEETTITLE: SHEEP 21 OF:288 DWGE 9.. tail stg Ili inimommi PC +SMM MARCH 2018 CLEAN WATER SERVICES CIVIL GON l Y N °S"DPC DWG 4. 0508 THIS BAR IS ONE INCH DURHAM AWWTF DETAILS 8 A°�, ��$ ✓AH 9CLEM� GHIPRT CAOFa.EA C508dwg WHEN DRAWING IS FULL CIPaIIWateL Services Q BLACK&VEATCH PHASE 5 SECONDARY TREATMENT PLCs _ C'508 I SCALE. Out commitment is cleat. SYSTEM EXPANSION PROJECT cws EXPIRES:DEC 31.2019 ' 2550 SW Hillsboro Hwy. Hillsboro.Oregon 97123-9379 6757 �� SDG AS SHOWN REV DATE GRH APPD DESCRIPTION s PRa� EXPIRES: 1 RECESSED SEVEN NO. 3 BARS ONE NO. 5 TWO NO. 3 A AREA AT 5" O.C. 28 3/4" T\ 4 ? 273/8"O• • a"°l d oe I'.. a4. e /"--- F A • d d / C d •V d e L Y d 4 H (I 11111111 H H I L I I H H H 11 H H H I I I h l \ e • t.--. " 2 1/2„ ° :G a 11 II II I 111 I 111 II I I11111111 I l I 1 1111 (1 a \ TYP./4"V 2 EACH ENDI TS –•-- IIIIIII III II II IIII Hilli1C l (I 1 1 1 1 1 1 2 1/2" X ,/2" N II 1 II II 11 II 111111111111111111111111111 . SQ. EDGE FLAT BAR ti SECTION A-A 111 ' IIIIIIFiIIIIIINIIIIIIlitIIIIIIII < N 3" X 2 1/2" X 3/8" TYP. ANGLE I PLAN 3/4"V A SEE STD DRAWING NO. 320 . 1 1 FOR FRAME AND COVER. — y _ I PLAN i J VARIES TO MATCH CURB TYPE 13 1/2" i --.. ..... 2 1 2" 3/8" X 2 1/2" FLAT BARS AT 1 7/8" ON _I 1 1/2" N0. 5 BAR 2" r II Ir TI IY 11 I IrI•IrI�IiIg!il CENTER NORMAL SLOPE a turdmi, I. OF PAVEMENT `' ° I =v, f a j ,� 111111��111111 �'''''��g' a 1 11/2" /2 16" ii111i ' a W B RS3/8" I L'f �°z m RI'I E U N 25/; -' 11111111111111 0W I NO. 3 BARS iiiiim 11111111111111OPTION: CONST. JOINT= NO. 3 1-4 I 1111111111111a 1/3 OF SURFACE AREA BAR ,a it N MIN. 1 1/2" 2" I.AI II Al IJ JI II ) I11I1111•11/111111111151111115 —, . — 413 t lb-B ---k CV I SEE ° a s DETAILOOK BAR 3/8" X 2 1/2" FLAT BARS EACH END PLAN A 3/16" TYPICAL BOTH ENDS OUTER SECTION B--B BARS AND EVERY SECOND I SECTION A—A NNER BAR MIN. 1 1/2" NOTE: H 00 BAR FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. DETAIL I G, TT-R & CJRB I \ L-T CATC - CATC - BAST \ FRAV - A\ D GRATE BASI \ (cC- 2) ---..?*- R I \ F O C V _\ T C1eanWaterr Services (CC- 2) C1eanWaterServices DRAWING NO. 310 REVISED 12-06 DRAWING NO. 320 REVISED 12-06 I (Al GUTTER&CURB INLET CATCH BASIN REINFORCEMENT �s 1 CATCH BASIN FRAME AND GRATE o f NO SCALE IQ NO SCALE c�450 PROF ORIG c9 aOINFP .. CI Q +$MM MARCH 2018 Paoaia me. 81-Et-Trine , 4' 3170.9 ySHEET:22 °f 288 0V ADAC * C509innimmi CLEAN WATER SERVICES CIVIL ' tall Sig THIS BAR IS ONE INCH �vI �x� �. Y_ DURHAM AWWTF °T 3/6/18 -,./A, OREGON :: cno a CSDg, WHEN DRAWING IS FULL C1eanWatler Services � BLACK&VEATCH DETAILS 9 atE: C509 �q9 20°� – "" SCALE. our commitment is dear. PHASE 5 SECONDARY TREATMENT �;, SDG acme: AS SHOWN ACL LL`p acus DATE ORM APPD DESCRIPTION 2550 SW Hillsboro SYSTEM EXPANSION PROJECT �.ee H . Hillsboro,Oregon 97123-9379 CV'S EXPIRES:DEC 31.2019 6757 ENGRSTAMP: I A D D ° SEE STD. DRAWING NO. 370 FOR TOP SECTION DETAILS 58 7/8" '\ ° 4 I °/ ° #5 BAR AT TOP AND BOTTOM ° d ° ° ° da FOP.A _ _ — _ _ °' 48 illm °4 ,. ° d o r- ■ ° d 3/4„w ° 1_ 63o c 1/4" ...1 1 I r j I - —f v > 111 I \_ ' 1r 48" SECTION D—D Bgi"-' d ° ° ' C C Id -6" B L _1 (iiiiiii 1 0/ I Y A SECTION B—B PLAN VIEW /7 , o Ir o til o w o MAXIMUM 27"FROM TOP OF FIRST #5 BAR A� I _ 24 3/4" STEP TO TOP OF LID. W/12" PROJ. Ir j1 'r "" SLOPE TO MATCH SIDEWALK I file 1/4„ X 3 1/2" X ," N. PLAN VIEW PAVED ROAD SURFACE CUSTOM GALV. STEEL SECTION G C a SEE STD. CHANNEL WITH 5 #3 ANCHORS DRAWING NO. 100 a UPPER SECTION TO BE 48" DRAIN I a FOR STEPS a INLET. SEE STD. DRAWING NO. 370. ( 66" MANHOLE FRAME it--3" WEEP HOLE LOCATED ° o ° °d AND COVER ° 54" � ..4 AT BASE OF AGGREGATE N .: d #5 BAR w/,z' PROJ. I (LIGHT DUTY) rz =.-.-:---":1 a <6" FOR POURED IN PLACE #8 BAR III_ w n 5" WITH REINFORCEMENT FOR PRE CAST J/ i a w PIPE SIZES ° ml VARIABLE NOTES: l' 2 1/2 —� 3 1/2" x 3 1/2" x 1/4" Et- 54" . - ! ANGLE 3/8,.. X 3„ > 1. PRE CAST CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE SECTION A–A ■' LONG STUD d` WITH ASTM C-478. a 1/z Il "& �3 :'MI`. 2. NON SUMP INLET MANHOLE SHALL BE CHANNELED. 1/4" X 3 1/2" X 1" CUSTOM #5 BAR 3. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY GALV. STEEL CHANNEL WITH 5 %" X 1" c------,i o STRENGTH OF 3000 PSI. AND A SLUMP OF 2" TO 4" #3 ANCHOR .....,OBLON(ASG HOLE 1 '�I � —1 i.r 18" �: � 1 z mil/r SUMP 111J 1 I�JIIU!I I1!I FOUR 3,/2 A. 6" BENCH SLOPED TO CENTER TO FACILITATE CLEANING. o d -`a `I—� X , J STEELCHANNEL 1/2" DIA X8" ° BOLTS (GALV.) CH AN L -r a F '' -. #5 BAR DETAIL rr4444�r� 12" MINIMUM OF 3/a" TO 0" COMPACTED BASE MATERIAL. 48„ v°rr SECTION A—A SECTION B—B NOTE: MATERIAL SHALL BE NEW STRUCTURAL ASTM A-36 STEEL C„ RB I \ L-T VA\ - OL- TOS- CLUB I \ L-T VA\ - OL- A\ � �� VO�IFI -� C RB ITL -T wA\ - 0�= - � C1eanWater\ Seices(Cc_ L8 V CG-48 M.H. AND MOD. CG-48 M.H. C1eanWater Services DRAWING NO. 350 REVISED 01-13 DRAWING NO. 370 REVISED 01-13 NOTE: THIS PROJECT DOES NOT REQUIRE MANHOLE STEPS. MANHOLES SHALL BE PROVIDED WITHOUT MANHOLE STEPS. 11 n CURB INLET MANHOLE (13-\ TOP-CURB INLET MANHOLE 0 o NO SCALE NO SCALE D PR( <1 e 4. 3170. . ILL9 DRNSMM MARCH 2018 I Pnw»AMs: talk sig SHEET:23 GF:288 DWG a. 13770. _ �� CLEAN WATER SERVICES CIVIL ° +DAC GwGr. C510 THIS BAR IS ONE INCH ��ji �c. `_�-�-�_ DURHAM AWWTF �� 3/6/18 C510 QggN90 0 SRT CAD FILE* C510.dyyg WHEN DRAWING IS FULL YY Set vis Q BLACK&VEATCH DETAILS 10 SCALE. our commitment is char. PHASE 5 SECONDARY TREATMENT qca I� o uPoSDG SCALE: AS SHOWN SYSTEM EXPANSION PROJECTti REVS DATE ORN APPD DESCRIPTION 2550 SW Hi986W0 Hwy. H®Iaboro,Oregon97123-9379 PRO,,#'6757 ENGR EXPIRES:DEC 31.2019 FOP.- B CO Li ..atessm.e.em..e i- ' a• I A QO U No r, H U a •a J �" i �• L7 t- rJ1 �IIIIIIIIIII � . • J ow ``' a oo `C � (031�103dS SV)IllilllllllllllI I ~ ~ m• ul � am "o T � ..0-.9 Ol ..0-,b 1 1 11111111111111111111111 . '- ct II■I■i■II■I■II■I■I■I■I■I■ z z 3 W 0••••••••••• ••••••••••"'G !1•••11••••••• CO �11.1••e••••••1` I q a Cri-,..< F o x w ��••••11.1•••••��••••••••••�i� 0 4 SEE STD. DRAWING NO. a ° 0 w a w d N x i!1�i�i�i�i�i�.!Q���!�l��Q..?�iii✓l�/io.I 320 FOR FRAME AND PLAN VIEW R- Z 3 too o .• GRATE I 11.111 0 V N > o a x w J N rvi•1 wi•1i•w-11-i I�/'�Off' a a o•,1•••••••••1• w N p 4i o w ��.��.�n�.��..�-��• e:1:i**:1��: *1:•:ay1:•:; O B z ® w a J �Il�ll�lln�l ll�ll'�� I ilii 1iti 0 i!Oii.,. v A ° ¢ N w z a ... 7`✓U/v=/�I.7 I •���•�•0�•-• o oi�i•ilil. cwi� I m ••ii•a ••iiia ( o o I I I a 3 0 0 o w m w i.iiii•,4, 1111•% w Z g Z D c7 /' ♦•1.1• %••1111 Y ~ Z q - q w N m a K o j �' .••••••............40.11.1••1. ••1••1.1111•• 6" FOR POURED d - N z n z a m i li Ii i � o w z d. U J J w ♦•11••114•••1•x. n o m a 1�ililii�'w +:•:•:+:1 ° q IN PLACE a w N o o Cr I'' 1:•1•li1•••_ •• •• �'2 I '-�► °o -�F 5" WITH -�- , '�_ m v w z w 0 m ¢ �' a iii i i�>1i ••i��•i i i� �' REINFORCEMENT a X < a m • w .,t:::::::::.• 1•'w •••N11i q U' I. ta. 1.11.1•♦O'01111♦ S N FOR PRE CAST_ z = m c� w d v m F m z > epi•%1ii1• a • ••: F- N w w w o w m 2 I' w �••ii•••1•• •,•••••••••4 1•• 1p�1 110 z O b O O O Z w .>' qa ¢ a� a as a ¢ 4w 0w I T L TI I�t`LO q oo r v o n co vJ i o 'ii•••iii••• .•;•;•;,•i �/ •i 1 •••••••••••••i t- j• •1••111 •••••1 N.. q� ell > Cr .•••x••••11,• 1•ii1i••1i4 X j A . aC.,��A.:v��:++� o +l•••%i 0 *ii•i•••••: ° mz• •1.1 Y h lim ♦•11♦ o ° Q < •••••1••1./••••••••••1 S 0 ° 4 ••1/ ♦11••11 J ♦••♦1•••11♦ 0 m aJ F (0313103dS SV) 1' •Oiiliul.... . vw —1I— • •••••••••1•• J I- v o m 0 am o No 0 ,9 Ol „0 4 O F • ******:+44 0 w a < < J w�j w +��"y • ♦�••••••••• ° ° �, z o z ,/ .♦ •...•1••••x••1 q a > > > > F a a J ..•.,yI/'y>Ty�✓ !.• • •�1•••1.1.11.11•*�••••l C a m m m m 3 a 0 m .� ••••+•1•1•••••••••1.••••4 S N I- I- 1- I- O ♦•••1••••1•••1 o__L-... •x•••111.1••1 i 1q ° , J J a z z a X V W "Z e!r••1••_••Olin•, a 0 0 ma_ 'Oi•i i i i i'••i•i•i•i•i•iv�t�C(c(ti. ••••••••••••••N a z a ,•••1.1.11.1••4:11•••••••:<,: o o v n w� z ✓•••111111••0 1••1.11.1••4 I SECTION A—A SECTION B—B aZ to0M � o o xN Z NOTES: oc v N V F a ¢ o a n :. o N z a m / Dow �" o �. w w m 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. N o o J j ^ P-18¢w m•co 2. INSTALL STRUCTURE ON MIN. OF 8" OF 3/a'"-0" COMPACTED BASE MATERIAL, o 0 o 0 - 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE OR WELDED G:m O `� w WIRE MEETING ASTM A497. m 4. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP OF m J a LZI 11 a v 2" TO 4". aalloz n m 0 m j, 5. AREA DRAINS IN REAR OR SIDE YARDS SHALL NOT BE SUMPED AND SHALL BE PROPERLY w W a a o r CHANNELIZED. DITCH INLETS SHALL BE EQUIPPED WIHT AN 18" SUMP. 0 w o < w 6. PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T. TYPE G-2 CATCH BASIN INLET ARE AN m. ?33 T 1�%�:��.:�:�.1 ACCEPTABLE ALTERNATE. (ALL GRATE MATERIALS AND DIMENSIONS SHALL MEET C.W.S. STANDARDS :MCI:1:1�I�1::��. J AS SHOWN ON DETAIL #320) •('°?' y�.��.� I _ -""?..- ARIA DRAI \ C— AI \ LI \ K F=\ CI TY II CleanWateServices A\ GAT_ CleanWateServices DRAWING NO. 380 REVISED 01-13 DRAWING NO. 740 REVISED 12-06 ( A \ AREA DRAIN TYPE II I B CHAIN LINK FENCE AND GATE 001 NO SCALE NO SCALE O I 0 �9 PRpF o +SMM MARCH 2018 I ���G 170.' TQ4PROD 14WJ�E. SHEET TITLE: SHEET 24. OF:288 OWG#: 93170. GDACDWG# C511 CLEAN WATER SERVICES CIVIL a'• tall,/ sig THIS BAR IS ONE INCH �.��` DURHAM AWWTF PI" 3/8118 GON GIRT CADFRE;F. C511.d WHEN DRAWING IS FULL C1CanWater �7Gi VlCCS BLACK&VEATCH DETAILS 11 CS,�,� 0,qNg Zo,O r. SCALE. our commitment is clew. PHASE 5 SECONDARY TREATMENT PLO*: yp RE SDG Ste= AS SHOWN SYSTEM EXPANSION PROJECT a REVS DATE DEN APP• DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 cws 6757 EXPIRES:DEC 31.2019 PRO.I#: ENGR STAMP: I BOLLARD ASPHALT ROADWAY C501 ---___-_0 MATCH 6' ROADWAYISNOTE 1 NOTE 1 IELEVATION / ASPHALT RAMP '� PER PLAN :' 12" 6" EXISTING Face Of Curb _ AERATION 1 �� imilimmi ��� Street Width 1/2"R. BASIN 4 illo I Road Surface 6' SLOPE TO 4 y 1" I 3" - SLOPE �—TO AB5/D ION ''�' F CL EL 13625 6, `3" / See Note 5 diliq 0.1 I 3" f NOTE 2 L - MATCH EXISTING NOTES: 12" RAS PUMP STATION A d 1"- 1/2"Max, ROOF ELEVATION EXISTING RAS 1. CONNECT TO MJ FLOOR PIPE.SEE DETAIL 6" 4 - PUMP STATION I C/MA501. I 0 e 4 2. TEE AND ASSOCIATED RISER NOT REQUIRED FOR 6 CONNECTION TO ANAEROBIC ZONE. _ _ o ROAD TERMINATION AT EXISTING RAS PUMP STATION �sIPS" � ��j p `� Jap �;��� �� v— sr>v -,c,'.7 NO SCALE FLOOR DRAIN CONNECTION I )4,A '4 ;, 7- Y i " ';,_1:4"'.3, 1 NO SCALE Aggregate Base 6"--...--,3"+- Notes: 19" 12" IIIIIII 1. Use Oregon Commercial Grade Concrete CONCRETE Street WidthPer Section 00440. N.T.S. Face Of Curb _A. Broom Finish 6" yMin. 3000 PSI 2. Expansion Joints 1/2"R. IA.Place 1/2"Pre-Molded,Asphalt Impregnated, A -I-- ' II Non-Extruding Material At: See Note 51) ColdJoints.2) Each End Of Driveways. 6" ' II II 4"PVC,CAPPED AT BOTH ENDS(fYP) 3) Each Side Of Inlet Structures. Road Surface R-3" I 4) Each Point Of Tangency Of The Curb.5) Locations Necessary To Limit Spacing To 200 Feet. Zo NOTE 2 3. Contraction Joints _,A. Space Not More Than 10 Feet. B. The Depth Of The Joint Shall Be At Least 1/3 PLAN Depth Of Concrete. C. Center Weepholes With Contraction Joints. 11 D. Locate Weepholes As Close As Possible To ROADWAY CIL Property Lines. ` --- Y G1 ti �l ,'' bc11 I 4. Use 1-1/2"-0"Or 3/4"-0"Aggregate Base n � Compacted To 100%Of AASHTO T-99,Method D. Aggregate Base �� �� Place To Subgrade,Street Structure,Or 4"In Depth, 6"MIN Whichever Is Greater.Extend At Least 12"Behind 9" 12" iv II The Curb. Mn.ifA EDGE OF ROADWAY 5. Drainage Blockout Sawcut Sawcut NOTE 2 I MARK PIPE ENDS WITH 2x4(TVP) A. 3"Dia.Plastic Pipe With Coupling. 18" 18" -I PLAN B. Core Drill Drainage Access Thru Existing Curb Or Vertically Sawcut Curb And Gutter 18"Each Side Of Drain And Repour To Full Depth Of Curb (See Detail A). "' ",� SECTION 0 2'-0"�.AVAWA � 9 NOTES: 6. Slope Gutters At 5%Max.At ADA Access Ramps. Vary Slope As Required For Drainage And Per DETAIL A 1. CONCRETE SUPPORT TO BE PROVIDED BETWEEN I Plan Details. PIPES WHEN SEPARATION IS LESS THAN 12". 2. 6"FOR PIPE SIZES 12"OR SMALLER.12"FOR PIPE SIZES WASHINGTON COUNTY STANDARD LARGER THAN 12". SECTION DEPARTMENT OF LAND USE & CURB AND GUTTER TRANSPORTATION I ENGINEERING SECTION � PIPE CROSSING DETAIL IRRIGATION SLEEVE NO SCALE EFFECTIVE DATE: WASH.CO.# NO SCALE 1/01/2017 2010 Ir-A-. CURB AND GUTTER <I NO SCALE OI _„FDPROp&, > SMM MARCH 2018 c.1 •%4'G t N e$''p3>O Q wRO.11tN�1E: SHEET TITLE: 93170. SHEET:25 OR 288 DWG N: , a t`GllY $lg - . DSN:DAC DWG# C512 CLEAN WATER SERVICES CIVIL OREGON THIS BAR IS ONE INCH �t �I �c. ______-- DURHAM AWTRE DETAILS 12 A°�: 3/6/18 qry 9 z CHK:RTI CAD FILE* C512.dwgrg WHEN DRAWING IS FULL aeBAWr .7L�V�:GI a"BLACK&VEATCH ^„ SCALE. Our commitment is clear. PHASE 5 SECONDARY TREATMENT PLD* C512 �y0a ^�DSDG SCALE AS SHOWN SYSTEM EXPANSION PROJECT o S REvs DATE oRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 L7vs 6757 EXPIRES:DEC 31.2019 PRQIk ENGR STAMP: I I 3/4" SQUARE A 1111,00,111 A B B I A aoo STANDARD CCOVERON CONCRETE COLLAR FRAME AND COVER D D 0 D ■ DRAWING N0. 510 STANDARD MANHOLE a D a D GRADE RING .....(411t.‘Yprj# D D Q (NON-TRAFFIC APPLICATIONS).___fr Q ❑ � � a ❑ D / 3/4,,i___ r �' oh ° 4„ MIN. aoo I FINISH GRADE -1 i 1—i I I—I II ....Ilk,s, 0 •ab,,. • L u l 1—I 1 i. (ASPHALT, CONCTRETE,OR OTHER) ..4.40•11 Ii• Vii• —111=I — _=1 i 1-111 Y'• P —1 I I-111=1'' 11-111:=1W-HI lute, t!f r� III= I WATERTIGHT PIPE PLUG II 1111=111=III ►�.O rifi -1I - WITH STOPS OR _ ' Z�' WATERTIGHT THREADED 9 7/8„ III—III=III-414:•6 ••OSP..-111=111 I 10• X-• ,!�,— CAP AS APPROVED BY 111-111 ps•-• e••••. 111 —III-111` `:!` 'Y. �•Y LOCAL JURISDICTION. r:•.� ••. 111-111 IRE -111=III 4_• Y I I — i I � l 111111111111I1I1�=� %•�''x• =R.= PROVIDE 3/4'-o FOR 6" SECTION B–B r 2" MIN. CLEARANCE _ _ir•Y •r _ �� _III=III Vet -�-`III—I I �i��/ — ^•', ••�1' A MINIMUM OF 6" 1" MIN. �a�l�_ ���� ii *„ AROUND CLEANOUT Al ihh.... OVERLAP 'O_ 6" ---- • MIN. I _ 9 I PROVIDE 1/2"GAP (MAX.)Ry'� S�.g� � — _ 1$,. BETWEEN CLEANOUT PIPE i l—I 1• • `• 1j1— I AND GROUT COLLAR. 1=111 if.*r-1 11 .,•1-11) i—III—II j: •x x;� • •• •-. R– SECTION A–A III-III %rYI—III_ 111=1 I 1=1•� -�. ' ill= 1 .1—i1=111111111111 • 111II III1 , F ,- 111-11 I_I 11—, a %' 111.04:1=111=111 I . ,,,-III-III _,_111—III-111_1 * ; s: 111=1I1=i \‘,117 .1 111 =1 I I—III-1 I I_I11=1!I—III—I -x _ ti � _I—III_iII-_ 11111 I1 111 111 I1-111 14'4 ,.�' �•-! 111 111-1I Y a �4 •4•-ti--�!w••-'. ', '1.4,- .vey vst-. -0.4 7'1=111=1117 NOTES : x04001.0',0•14-A =Os'' 40144"•:•::.111-111,-••' �•• •�•���:� t=`..''III1;, IL :�:444- •�1-111I 1. Y4" ALLEN HEAD BOLTS la 1111111Mir � y :.111-111— 1" LONG RECESSED. �,=III-)I1= 2. ALL PERMANENT CLEANOUTS i (=III—itiPS6„s �I-111 111 3. MATERIAL SHALL BE GRAY I I ° a . • . 111-111—I >" '3` i!Ya! CAST-IRON, ASTM A-48, •`r +.•�. ° �••i • • I' CLASS 30. �,• .• .•' a Aa • .. .r,,lll,;,l CONCRETE ENCASED J 3/4 -D BOTTOM OF WYE 1.4/5/A I A I ,, FOR PLASTIC PIPE 3/4"-0wippi i irA. I NOTE: 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45° BEND IF CONCRETE PIPE. DETAIL 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. I STA\ DARD CL=A\ OI „ T CL=A \ O„ T FRAV = CeanWater� Service s A\ D COV- R C1eanWater� Services DRAWING NO. 500 REVISED 01-13 DRAWING NO. 510 REVISED 12-16 IIr--A-- STANDARD CLEANOUT ( CLEANOUT FRAME AND COVER oar NO SCALE NO SCALE a�7 DI 9�,N oRNSMM MARCH 2018 -- � C� �' f' MI WM Mi0.11imm. SHEET.26 O:288 CW” .',•to 'Sig - 4 `� +=oac csls CLEAN WATER SERVICES CML O THIS BAR IS ONE INCH �N aio CHIERT WMMFILES- 0513. WHEN DRAWING IS FULL CleanWatel Services a BLACK&VEATCH DURHAM AWTRE DETAILS 13 °" ��18 C513 Qsq"a 21$ SCALE. Our commitment is clear. PHASES SECONDARY TREATMENT ac* f oa gSDO SOME: AS SHOWNI SYSTEM EXPANSION PROJECT LLo REVS DATE DRN APPO OE��pr 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 CWS 6757 EXPIRES:DEC 31.2919 maim ENOR STAMP; I I CURB JOINT SEE STD 5'MIN. DETAIL NO.146 ROW T j 4" 2 SEE NOTE 5 CLASS"C"ASPHALTIC CONCRETE o, • •.• • •.• • • f ROAD ..:c E'9 a to.-04.4,- .4.4Y,St,!Y.**-4.4,4*-•.Y +Y,,, f11 -) =iii--=- �` r PAb ll 11-11I 111=11I 11I I 111-111-1' ., •14.41: 14:4 ' • .144. • -III- -i =ill-, -tII:- II I_ •.•1•.1� .�Y� 101,0 1i1 I41i1,0 I 15" + �K'i �� i •1�� • •`T• AGGREGATE BASEROCK •�,•Y• •Y-• • • • • Y •�. 2"OF 3/4"-0"BASEROCK 1I�I�1� �1Iis • _ COMPACTED SUBGRADE •1• •1 • • 111 1 1 1 NON-WOVEN GEOTEXTILE I SIDEWALK ADJACENT TO CURB I I= I I 1= I=III— II HI=11 l 1 11_1 I i 11 II-1-111-11-1-1 11-1 I I ---UNDISTURBED 111=111=1 11-111_-111=1 11_'I'--,,,,,, SUBGRA,,,,, =111111. IPLANTER STRIP 5'MIN. ROW (---6- STANDARD PAVEMENT SECTION NO SCALE 2% ROAD • Y.R!'r• •.,...,,•Il•lfAtIlY!•M•.TiMIWM.' / aoa 11=1 1=1 11=1 11=1 I i1-=-111E111.77"'-t I 111= --1 I1 —1 I I—III—I'' I I 1_,- 111 2"OF 3/4"-0"BASEROCK COMPACTED SUBGRADE I SIDEWALK AWAY FROM CURB 4" #4 @12"EW I NOTES: 1-1/4" 1. CONCRETE SHALL BE 3000 P.S.I.AFTER 28 DAYS. 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. 6 I 3. EXPANSION JOINTS&CONTRACTION JOINTS SHALL BE 1/2"PREMOLDED ASPHALT IMPREGNATED MATERIAL � `,�� „:3,1,-, �•Y OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE AND PLACED AT SIDES OF DRIVEWAY 6"COMPACTED ABC APPROACHES,UTILITY VAULTS,WHEELCHAIR RAMPS AND AT SPACING NOT TO EXCEED 45 FEET. SECTION 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB,THE JOINT I BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN.1/2"RADIUS. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED OR IF SIDEWALK 2'-0" IS INTENDED AS PORTION OF DRIVEWAY.OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. AC PAVING DEPTH VARIES 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3"DIAMETER SCHEDULE 40 SEE PLANS DWV(ABS OR PVC)PIPE AT 2%SLOPE.CONTRACTION JOINT TO BE PLACE OVER PIPE. 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES. I 4-#4 6"COMPACTED ABC #4@17 SECTION I VALLEY GUTTER NO SCALE CO \ CR-T= SID =WALK I CleanWate\ Services I �1 CONCRETE SIDEWALK o� NO SCALE I Oi �701 D PROpF GINE �p ORN:SMM MARCH 2018 PROD NAME: SHEET:27 OF:288 DWG it :it 493170�P - SHEET TITLE: .• aller s(g DEN DAC DWGt C514 CLEAN WATER SERVICES CIVILco O EGON THIS BAR IS ONE INCH �i T c ___- DURHAM AWWTF °T 3/13/16 DEN RT CAD FILE it- C514.dwg WHEN DRAWING IS FULL Ci P.anWa1eI S7e'[V.ices CalBLACK&VEATCH DETAILS 14 C514 qky Zo'` "^ SCALE. our commitment.r clear. PHASE 5 SECONDARY TREATMENT PLC#: oyyp Et+ q APPD SYSTEM EXPANSION PROJECT I SDG SCALE: AS SHOWN 0o REV» DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 CWS 6757 EXPIRES:DEC 31.2019 PROJ#: ENGR STAMP: I PAVING CONTROL POINTS PAVING CONTROL POINTS BUILDING,BASIN,AND STRUCTURE CONTROL POINTS POINT# NORTHING FASTING FG ELEV DESCRIPTION REF DWG POINT# NORTHING FASTING FG ELEV DESCRIPTION REF DWG POINT# NORTHING FASTING DESCRIPTION REF DWGS 201 64094246 7620948.98 169.25 CONNECT TO EXISTING CG102 258 640489,59 7621326.35 155.11 CONNECT TO EXISTING C0104 101 641010.13 7620994.55 AERATION BASIN NW INTERIOR WALL CORNER 00102,SA702 202 640919.80 7620948.98 NOTE 1 CONNECT TO EXISTING,BC,START NEW CURB 00102 259 840489.47 7621390.15 153.53 CONNECT TO EXISTING CG104 102 640840.13 7621289.05 AERATION BASIN SE INTERIOR WALL CORNER CG103,SA104 203 640898.62 7620975.40 NOTE 1 EC,END CURB CG102 260 640892.63 7621352.94 159.29 BC C0103 103 641058.85 7621268.55 NW CORNER OF ODOR CONTROL CONC PAD C0703,50101 204 640697.46 7620976.62 NOTE 1 ROAD CORNER CG102 261 840917.63 7621377.94 158.75 EC CG103 104 641025.04 7621305.44 SE CORNER OF ODOR CONTROL CONC PAD 00103,50101 205 640878.54 7620976.82 NOTE 1 CONNECT TO EXISTING CG102 262 640917.63 7827406.88 15724 END C&G CG103 105 641030.55 7621448.71 CENTER OF SECONDARY CLARIFIER 5 00103,SC101 206 640878.54 7620988.62 NOTE 1 CONNECT TO EXISTING 00102 263 640919.38 7621413.71 156.91 ROAD CORNER,START CSG CG103 106 641030.55 7621373.21 INTERIOR WALL DUE WEST OF CENTER OF CENTER OF SECONDARY CLARIFIER 5 00103,SC101 207 640919.69 7820988.94 169.74 ROAD CORNER,START CEG CG102 264 640951.24 7621413.71 157.43 ROAD CORNER CG103 107 640593.83 7621306.44 NW INTERIOR CORNER SEC STRUCTURE 00104,SS101 206 640942.60 7620954.46 170.00 START NEW CURB CG102 265 640967.18 7621389.56 157.80 ROAD CORNER,END C&G,START CURB 00103 108 640580.83 7821328.61 SE INTERIOR CORNER SEC STRUCTURE CG104,SC101 209 640942.84 7620964.01 170.00 BC CG102 266 640958.61 7621379.33 158.05 ROAD CORNER CG103 109 640800.06 7621309.44 NW INTERIOR CORNER SEC EFF CHANNEL 00104 210 640937.63 7620979.41 170.01 EC CG102 267 640974.59 7621365.92 158.30 ROAD CORNER 00103 211 640920.04 7821092.35 160.68 END C&G,ROAD CORNER 00102 268 640989.03 7621374.94 158.00 ROAD CORNER CG103 212 640799.65 762109255 158.41 ROAD CORNER,END CURB 00102 269 64099720 7621372.16 157.89 START C&O 00103 PAVEMENT CURVE CONTROL DATA 213 640799.58 7621111.55 158.02 ROAD CORNER,END CURB 00102 270 641020.57 7621365.81 158.04 ROAD CORNER,END CBG,START CURB CG103 CURVE C RADIUS TANGENT LENGTH DELTA REF DWG 1 37.00' 19.04' 35.17' 54.47 CG102 214 640906.41 7621110.55 157.79 START C&0 00102 271 641020.57 7621352.94 158.83 ROAD CORNER,END CURB,START C&G 00103 215 216 640892.63 7621110.55 159.67 BC 640917.63 7621135.55 160.56 EC 00102 CG102 2 25.00' 25.00 3927' 90.00° 00102 217 640917.63 7621246.39 160.51 END C&G CG103 3 24.91' 8.60 16.56' 38.09° 00102 218 640916.63 7621253.22 160.59 END CURB C0103 4 25.00' 25.00' 3927' 90.00• 00103 219 640879.13 7821253.22 160.50 ROAD CORNER CG103 25.00' 25.00' 39.27 90.00° 00103 220 640879.13 7621264.05 160.50 ROAD CORNER CG103 6 25.00' 25.00 3927' 90.00° C0103 221 640908.79 7621264.05 160.50 ROAD CORNER CG103 7 25.00' 25.00' 39.27' 90.00° CG103 222 840937.63 7621307.65 160.50 BC,START CURB CG103 8 25.00' 25.00' 3927' 90.00° 00104 223 640962.63 7621332.94 159.93 EC CG103 9 25.00 25.017 39.27' 90.00° CG104 224 841000.04 7621332.94 159.53 BC CG103 10 27.09' 27.00' 42.41' 90.00' 00104 225 841025.04 7621307.94 159.95 EC,ROAD CORNER CG103 11 14.00' 32.89' 32.71' 133.66° CG104 226 641045.04 7621307.94 160.35 BC,ROAD CORNER 00103 12 102.30' 30.09' 58.34' 32.79° 00104 227 641070.04 7621332.94 158.93 EC 00103 13 85.84' 25.48' 49.50' 33.04° CG104 228 641076.54 7621332.94 158.70 ROAD CORNER 00103 14 80.47' 54.58' 95.97 68.30' 00104 229 641078.54 7621353.94 158.22 ROAD CORNER CG103 15 27.00' 27.00' 42.41' 90.00' 00104 230 841069.71 7621352.94 158.37 STARTC&G CG103 16 25.00' 25.00' 39.27' 90.00° CG103 231 640917.63 7821307.55 160.81 BC,START CURB 00103 232 840892.63 7821332.94 159.69 EC CG103 233 640843.63 7621332.94 158.18 BC 0010.4 234 640818.63 7627307.94 157.80 EC CG104 235 640818.63 7621276.86 157.96 END CURB,ROAD CORNER CG104 236 640802.63 7621288.79 158.02 START CURB,ROAD CORNER 00104 237 640802.63 7821307.94 157.48 BC C0104 238 640777.63 7621332.94 157.18 EC CG104 239 640544.56 7621332.94 155.34 BC C0104 III 240 840521.21 7621314.97 158.55 PCC C0104 241 640535.19 7621300.95 156.91 EC 00104 242 640544.26 7821352.94 154.94 BC 00104 243 640517.26 7621379.94 153.90 EC,END C&G CG104 244 640518.04 7821390.15 153.58 CONNECT TO EXISTING CG104 245 640535.19 7621299.95 156.92 BEGIN MGCG104 246 640610.93 7621299.95 157.19 BC CG104 247 640665.33 7621280.80 156.89 EC,END C&G,CONNECT TO EXISTING CG104 248 640655.66 7821267.28 157.76 BC,CONNECT TO EXISTING 00104 249 640594.75 7621283.93 157.83 ROAD CORNER CG104 250 640594.71 7621277.33 157.56 BC CG104 I 251 640527.51 7621216.96 157.87 EC 00104 NOTES: 252 640520.76 7621210.50 157.83 CONNECT TOEXSRING CG104 1. MATCH EXISTING GRADE ELEVATION 253 640461.59 7621210.50 158.25 CONNECT TO EXISTING (X;104 (APPROXIMATELY 170,TO BE VERIFIED.) 254 840471.68 7621230.87 158.08 CONNECT TO EXISTING 00104 255 640460.41 7821234.10 157.83 CONNECT TO EXISTING CG104 256 640437.47 7621271.15 157.35 CONNECT TO EXISTING CG104 Q257 640473.90 7821298.43 155.92 CONNECT TO EXISTING 00104 „eD PROp CYC,,,G I N 1•1'F 93170.P y DRNSMM MARCH 2018 ...... 11.1 ORIG PRW NNRE. SHEET TITLE: SHEET:28 �:288 ° r,s,g, DBN:DAC DWG& CG103 CLEAN WATER SERVICES CIVIL THIS BAR IS ONE INCH DURHAM AWWTF p O: 3/13118GONDcHX:RT CAD FI E*. WHEN DRAWING IS FULL CleanWairServices O BLACK&VEATCH GRADING AND PAVING CGOOI 9 2°°i� SCALE. our commitment is clear. PHASE 5 SECONDARY TREATMENT SITE CONTROL TABLES rico: cis o isOG AS SHOWN SYSTEM EXPANSION PROJECT LLc REVS DATE oRN nPPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 aws 6757 EXPIRES:DEC 31.2019 PRQI k ENGR STAMP: 1 I I ® I • I NOTE 2 n CHAINLINK FENCE SEE NOTE 1 I i,� i a m ®^I((lllj 17n 66 I �o �---1sa 40. Ik.I ® \ ��.. \• mkVMN tr W I 11 / I ODOR I s� I � I CONTRO (a* 50' 25' 0 50'SCALE,"=50 /+ ONDARY I ; PRIMARY - ■ GENERAL NOTES: THAT ARE SURROUNDED BY EFFLUENT PUMP} \_ ... ARIFIER 5 )10 LANDSCAPE STATION '� 1 CURBS OR ROADWAYS,SHALL HAVE A MINIMUM O 12"OF Q OE O AERATION BASIN 5 i, �'` f TOPSOIL TOPPED WITH 3"OF COMPOST.ED COMPOST SHALL / BE A COMMERCIALLY PRODUCED GARDEN MULCH MADE i �' FROM COMPOSTED YARD DEBRIS AND AMENDED WITH A � . s r -'--i‹,, MINIMUM OF TWO OF THE FOLLOWING COMPONENTS: �,i,1 ° ' SAND,LOAM,MUSHROOM COMPOST,COMPOSTED ilk„, 1,.... ® ; ® + MANURE,ROTTED SAWDUST. MULCH SHALL BE FREE I i I:-. s a = 40..u.., 162 ' FROM NOXIOUS WEED SEED AND ALL CHEMICALS OR , . .. . . ���� ______\--11, - 1s1 MATERIALS HARMFUL TO PLANT LIFE.CONTRACTOR SHALL ., .. . _. _ . . .J.,.,j_ \, ° -'� 1 r ELEC RICAL ROOM] PROVIDE SAMPLE AND SOURCE WITH ANALYSIS FOR ,,, APPROVAL BY OWNER. j.. .--.:�. s i �7 *� CHEMICAL AERATION CG103 MI Ill % °' #� NOTE: ® BUILDING i ,.�� (((��� BASIN 4 7� ���r—�j 1. CONTRACTOR SHALL CREATE BERMS TO THE NORTH OF ® ��\ AERATION BASIN NO.S USING 10,000 CU YD OF CLEAN '/,� EXCAVATED TOPSOIL,UNDER THE DIRECTION OF OWNER. ".:c4., _ `� �� LAND SHALL BE CLEARED AND GRUBBED PRIOR TO �*-i'c,�'= CG102 SECONDARY R-- 1�, I PLACEMENT OF BERMS.SURPLUS EXCAVATED MATERIAL �°'il CLARIFIER 4 � K- SHALL BE REMOVED FROM THE SITE. -,tea.-'" ti—� 7 ,, o — — — 2. INSTALL 36"LOCKABLE MAN GATE. '� I �— — — — — \�, , POLE _ – 3. EXISTING RASNVAS PS ROOF IS WEIGHT-LIMITED TO 8,000 © LBS.ALL NEW ROADS ARE DESIGNED FOR HS 20 LOADS. �� �� BARN _ __ - 0 AERATION p/ .. - ' IIP BASIN 3 I I m o 69I NOTE 3.., . 0 0 / ) > �� v f,; "� i© , SECONDARY s' I ;r tC---'' — — — — �' CLARIFIER 3 o "� 4 D \' I , H II SECONDARY ® EFFLUENT li �� o I �- CHANNEL // / x k ;, . opp, 411) / / IP SECONDARY EFFLUENT / �, COLLECTION *N.414/f �� STRUCTURE(SECS) ® /SECONDARY EFFLUENT DISTRIBUTION CG 104 ' / Iw ~ .r� � / STRUCTURE (BEDS) / - /// \ o- / t01 A4P3a'61 NFF " ¢' 93170. LLI ORM DON:8MM ;MARCH 20,8 rnwCL SREETTmE: ,•, tat Stg _ SHEET: OF:288 DWG n: DON'DAC DW° CG,o, CLEAN WATER SERVICES CIVIL THIS BAR IS ONE INCH nor WHEN DRAWING IS FULL C1eanWate� Services — BLACK&VEATCH DURHAM AWWTF GRADING AND PAVING DATE 3H3H8 ''IN Vt IONERT CAD PeE�f 101dw9 CG101 etEe SCALE: Our commitment s dear. PHASE 5 SECONDARY TREATMENT OgyD �$ SDG AS SHOWN OVERALL PLAN __ LLE REV* DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT Cw5 EXPIRES:DEC 31.2019 PR0.1k fi757 ENGR37 MP: I — • /AC r \� �� �/ / ° 170---- -- 1E3 all 169— -------I i vu y a VCS C48 WV166 - WV�1 D4 D4 �4D4pCWV I \ WV WV WV WV lit 1 I20' 10' 0 20' 40' e I SCALE 1"=20' \i 4 O INI GENERAL NOTES: �� 1.SEE DWG CG001 FOR SITE CONTROL TABLES. i 1fc- 2.BORING LOCATIONS ARE APPROXIMATE. • 167--�� o REFER TO GEOTECHNICAL DATA REPORT. Oa3.BOLLARDS BVEY AT v., WACROSS RS EF ROMENLEL TO EDGE.D (1 \N,,,„,,L....._______* VE /y66 y65 ,/ W el 161 W ) z/ to 163 a Z :4 J o U Q r m PROTECT EXISTING • I CONCRETE CURB AND SIDEWALK CURB--N, AERATION BASIN 5 Ilie B, BOLLARD(TYPOF4)� n//�,\�� \ 209 txpv , .,-1 i PE FLOWMETER VAULT © ©\\` ELE...../ CTRICAL E G a °5 PULLBOX(TYP) _ ® : f PROTECT EXISTING ' \\ SAWCUT 42"WIDE ©/ CONC WALL OPENING IN EXISTING / "N a I � PARAPET WALL.PATCH 150 gal REBAR PER DETAIL F/S003. _ i . • a���.���- _. 204 • ® 159 ___ 1 " _ g m PROTECT EXISTING y55- —I .� CONC WALLS 156-- iCONC. WALL—.,_, �/ '• 7 AERATION BASIN 4 • I CHEMICAL BUILDING Li U I TERMINATE ROAD AT PUMP SECONDARY p STATION PER DETAIL I3/C512V CLARIFIER 4 w Iw ® J U of I 11 213E IIIO.Ali 01 •:; NFF'96'1) > OHS5MM MARCH 2018 PRo NAME SHEET: OF: DWG# ��� �a 93170�� < 1111111111= SHEET TITLE: 30 288 S''(� CLEAN WATER SERVICES CIVIL • tally EGON J DSNDAC CG1O2 THIS BAR IS ONE INCH ��^^rr�� �I p �_-_ DURHAM AWWTF DATE: 3/13/16 o CHKRT CAD FILE it CG102.dwg WHEN DRAWING IS FULL V1PaA tn Sf1er1C6S Q BLACK&VEATCH GRADING AND PAVING - CG1 02 �q"9 2�1 I ;9:re, SCALE. oar commitment is clear. SECONDARY TREATMENT SYSTEM ENLARGED PLAN 1 PLC it 10CLE1,,AE Ai' APPo-SDG SCALE: AS SHOWN EXPANSION PROJECT 0o REV it DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 CW8 EXPIRES:DEC 31.2019 PROD#'6757 ENGR STAMP: I 11 I Ix 1 I— j 6' CHAINLINK i \ \ i / � x"12" ` O" X J x --- . S88'42'25"E 266.22'Air . i Ni\ Ill \C9 `Ou1 S ` O �� O 4 , 1 764 r \ 1 i --- 764 _ / 20' 10' 0 20' 40' 164' 1J/ + SCALE 1"=20' 111 V qbg7.,. 183 ��/" 162// 161 7r IsoGENERAL NOTES: / - f 159 1.SEE DWG CG001 FOR SITE CONTROL TABLES. 6' CH INLINK I 5'WIDE gyp 2.BORING LOCATIONS ARE APPROXIMATE. SIDEWALK I REFER TO GEOTECHNICAL DATA REPORT. NOTE 2 ODOR CONTROL '© NOTES: 162 ` 111 I 161 a I 1, ASPHALT PAVEMENT TO MATCH TOP OF GALLERY / 160 i >I ROOF IN THIS AREA. 159 229 II 2. SIDEWALK ELEVATION TO BE 2"ABOVE GRADE. )I um, I .. — 1 L----7 i . F.',-.:1',"';''''',.::'.2:;'::,fl G.J 7 ELECTRICAL SECONDARY CLARIFIER 5 I o I PULLBOX(TYP) ®' r r,s, r:l '. ®i 105 m ://r: 4.91:7 W X02 ��i 4 F y✓, III tu co ui \_,____,-) 1 I I, E:2I N'A;).:z.;-;-', .„,,,,.*41-.,,:"3:,:,1-i \ KB / m. ji ., . ,„.., ., + AERATION BASIN 5 . � � ,;fir° k3_2 st ,,,,li,,,c,%..'''. '' ''' y , 0 podk.):(I cn ,,.., , , . , ,,„.„ N NOTE 1 �t& r'�,' : O • II I , ,,,,,,..,,,..„,„,.,,,,,,,..„ :,„„.„,,,,,,,,„:„....„,,„„.„,,,:„..„,,,,,,,,,,,,,,. ,. . ,, � � n ... KE 157 �� l ,, „.... , ,, ,. , 6 x ® a 24 _ _fel __ \. `T' ie I II HVAC CHAS "'.4,3.1C'':' �p 180 0{$® `�'�,t` .":` a ,; r , /� m•,� 161 O ELECTRICAL /10 ROOM 1...;,:;:,,...,,p,,,,-,(7 �\ 0 763 i 7 I7^a« 4fT,M '. �^ 63 TSB , $a 1 oMATCH LINE,SEE D i — WG CG104 _ _, - --- _ _ ��o PROFFS" te,' G�9�GINP Vi6 > +SMM oga : MARCH 2018 PROD NAME: SHEET TITLE: SHEET:31 OF:288 DWG ,. ...tally �a"317C•i �� CLEAN WATER SERVICES CIVIL OREGON O DAC owes CG103 THIS BAR IS ONE INCH �-v� c __-- DURHAM AWWTF GRADING AND PAVING °°E. 3/1318 „qy 9 20'' CHKRT CADPLEit CG103.dwg WHEN DRAWING IS FULL C1eanWateI JCI VriX� © BLACK&VEATCH — CG103 Qq I �� SCALE. Our commitment is dear. SECONDARY TREATMENT SYSTEM ENLARGED PLAN 2 PLca: �/Oa oa�oSDG AS SHOWN EXPANSION PROJECT `c REV i1 DATE ORN APSE DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 cws 6757 EXPIRES:DEC 31.2019 PROJ 7k. ENGR STAMP: _ _ _ MATCH LINE,SEE DWG CG103 _ _ _ © � 160/ �, I 41704 . I W SECONDARY z36 iCLARIFIER 4 V....„ ,00)Q �� \ 4 r .18 A, vireltigyri.x. � � 20' 10' 0 20' 40' iil 238 1 �I J n;,.� SCALE 1,20' O 111 ,4 1� �5p` rn / LO / GENERAL NOTES: r / 1.SEE DWG CG001 FOR SITE CONTROL TABLES. s __Sv POLE j 2.BORING LOCATIONS ARE APPROXIMATE. •N S. BARN %© REFER TO GEOTECHNICAL DATA REPORT. I URI: / /.i •i Q7 SECONDARY 2�c Ili EFFLUENT CHANNEL h _� CONC. CUR: �\ I0 0 •1 s, i� co gI, opr- -,..., ` So 0 _0104 • Q Q143-3 ili411Ail SECONDARY 1 4I CLARIFIER 3 •: •1 m 2 0 03 n �' a • MATCH LINE,THIS SHEETLO I Fil' • 155 •• m AC o SECONDARY EFFLUENT in I t. AH 111 STRUCTURE(SECS) 1 o3 Y7. 1 `46 CONC. WA V4. %4 EE® -441- 411111 .0 �' ® - <� • /m ® CONC. CURB iy REPLACE VALLEY GUTTER. _ –"*".•11-100.---=–* _---- • 240 q,h,,,, C;MATCH ALIGNMENT AND P. 1 GRADE OF EXISTING SECONDARY EFFLUENT VALLEY GUTTER \ DISTRIBUTION STRUCTURE (SEDS) / I — IIIIII _ • � �fi�C' – — � —. _cnw- rIITT,EE) f ¢oFw MATCH LINE,THIS SHEET ED PRO9 Ciy ,\C't N FF S1O ,i 93170• r PROJ»AM£. SHEET TITLE: SHEET:'32 OF:2� OWG#: S( �'�9RNSMM DAR : MARCH 2018 _ IIIIIIIIIIIIIIIIIIIIIII - tCLEAN WATER SERVICES CIVIL ------- • ta0 EGONN °SN DAC DWG#' CG104 THIS BAR IS ONE INCH _._ - DURHAM AWWTF GRADING AND PAVING o TE: X13/18 CG 104 qN 9 2e CleanWater Services BLACK&VEATCH - oq ISRT CAD FEE* CG104.dwg WHEN DRAWING IS FULL Our commitment s clear. SECONDARY TREATMENT SYSTEM ENLARGED PLAN 3 PLC*. 9O CLE) �„ SCALE. EXPANSION PROJECT EXPIRES:DEC 31 2019 0onPro-SDG � AS SHOWN REV# DATE DAN APPO DESCRIPTION — 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 pqp,) s�s� ENGR STAMP. I STANDARDTHE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS EROSION AND SEDIMENT OF THE 1200C PERMIT. ENGINEERING CONTROL PLAN DRAWING NOTES: THIS ESCP AND GENERAL CONDITIONS ERMIT HAVE BEEN DEVELOPED TO FACILITATE ITATE BLACK&VEATCH COMPLIANCE WITH THE 1200C PERMIT REQUIREMENTS.IN CASES OF DISCREPANCIES I DURHAM AWWTF 5885 MEADOWS RD.SUITE 700 OR OMISSIONS,THE 1200C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF 16580 SW 85TH AVENUE, LAKE OSWEGO,OR 97035 1. HOLD APRE-OONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO THIS PLAN. TIGARD,OR 97224 TELEPHONE:503/443 4400 DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS.(SCHEDULE AB.C.L(3)) 2. ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEO 1200-C PERMIT REQUIREMENTS.(SCHEDULE A.12.8 AND SCHEDULE B.1) BMP MATRIX FOR CONSTRUCTION PHASES i+' * 'R NARRATIVE DESCRIPTIONS 3. B SPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEGS 1200-C PERMIT REQUIREMENTS.(SCHEDULE B.1.0 AND 4. RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE AVAILABLE ON REQUEST TO DEQ,AGENT,OR REFER TO DEO GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF a ) :i ,,,i iill' EXISTING SITE CONDITIONS THE LO(- R AL MUNICIPALITY,DURING INACTTVE PERIODS OF GREATER THAN SEVEN(7)CONSECUTIVE CALENDAR DAYS, AVAILABLE BMP'S. ITHE ABOVE RECORDS MUST BE RETAINED BY THE PERMIT REGISTRANT BUT DO NOT NEED TO BE AT THE CONSTRUCTION SITE.(SCHEDULE B.2.C) MASS UTILITIES& FINAL WET WEATHER CLEAN WATER SERVICES,DURHAM ADVANCED WASTEWATER 5. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESOP.FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES CLEARING EXCAVATION STRUCTURES SITE WORK GRADING (OCT,1-MAY 31ST) ?# � TREATMENT PLANT OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT.(SCHEDULE A 8A) I 8. THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS.(SCHEDULE Al2.C.1) EROSION PREVENTIONx {yip -;;.. 7. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED,SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER rRxsFmxwuuw.vEaErxnar -x x x x z lif ..,,., 44ar , �,,yq 8 SPECIFIC CONDITIONS.SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT WITHIN 10 DAYS.(SCHEDULE AI2.C.IV. GROOMCOVER DEVELOPED CONDITIONS AND V) a 8. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM �'�' BECOMING A SOURCE OF EROSION.(SCHEDULE A7A111) PLASM MEETING x x x x DURHAM ADVANCED WASTEWATER TREATMENT PLANT WITH 9. IDENTIFY,MARK,AND PROTECT(BY CONSTRUCTION FENCING OR OTHER MEANS)CRITICAL RIPARIAN AREAS AND wa xa x #1# '� '� 5 AERATION TREATMENT TRAINS VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES,AND VEGETATION AREAS TO BE OUST PREVENT x x x x x x �. PRESERVED.IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS(E.G.,WETLANDS),AND TEMRx+xrswrEwavnsrTaEFr o NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED 10. �ERVE EXIAREASSTING VEGETATION WHEN ESPECIALLY PRACTIC/LL AND RE-VEGETATE OPEN AREAS.RE VEGETATE OPEN AREAS BUFFER raNE Y TIME TABLE WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION.IDENTIFY THE TYPE OF VEGETATIVE SEED MIX Onari USED.(SCHEDULEA7.A.V) �S 11. MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50-FEET OF WATERS OF THE STATE. CROMNOFT40NTROL „ a i? *CLEARING (DATES,FROM&TO: AUG 2018-SEPT 2018) (SCHEDULE A7.B.I.AND(2(AXB)) SEO*O TFEN E O'ER**GR -x x x x z x $+, *nr. ,e * • 'EXCAVATION(DATES,FROM&TO: AUG 2018-OCT 2018;MAY 2019 12. INSTALL PERIMETER SEDIMENT CONTROL,INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS ALL SEDIMENT SmxarTrFENCE/xreroow - ) BASINS,TRAPS,AND BARRIERS PRIOR TO LAND DISTURBANCE.(SCHEDULE A.8.C.I.(5)) I< 'STRUCTURES(DATES,FROM&TO: OCT 2018-OCT 2019) 13. CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATER VOLUME,TO MINIMIZE EROSION AT OUTLETS AND STRAW MULES ONIE I�` 'UTILITIES AND SITE WORK(DATES,FROM&TO: MAR 2019-OCT 2019) DOWNSTREAM CHANNELS AND STREAMBANKS.(SCHEDULE A7.C) FILTER BERN 14, CONTROL SEDIMENT AS NEEDED ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN METPROTECTION -x x x x x x N0* > FINAL GRADING(DATES,FROM&TO: SEPT 2019) INLETS AT ALL TIMES DURING CONSTRUCTION,BOTH INTERNALLY AND AT THE SITE BOUNDARY.(SCHEDULE A7.D.1) y°-1 . g 15. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE A�"O x x r�J •, • . . . . . . . . . . . . . I SEE NOTE 1 I I _ i I `� , , \12%\N%\cc 4Li:,,,\ '---.1-- ----w' '—‘.-----•-• -.----- •', .•—, Q TIRE WASH SEDIMENT FENCE Q "i JCE502 i CE50 1 :- - --A" ? 1 7, D ���� ��iiv��,� o ° a —1, \170-�/ 164 164 Il , V \ IIII ❑ ❑,169.8 , 11 64 N / !' .n. *'1'1 L 9 F O I f 165 _ R 164 I a ® Q CONSTRUCTION ) /) O �i �Ifi4 Gr�C GV 6 0 50' 25' 0 50' 100' i I I . CE5t ENTRANCE "!. 1 o44E. . {'C: 163 /6g I ( ® J /gyp A- 11W,„ to ca 4 ��� SCALE 1•_5 ' I h �. 167 ��� c� 162 I 01.4 _ e� * . � GENERAL NOTES: PRIMARY / I� .�S �`6$�j 166 ® c3 �`r� ��6� `� t � �c 1s4° 11 EFFLUENT PUMP} • 6' CHAINLINK X X X y x44 4 47 1 1. ALL.ON-SITE DRAINAGE WILL GO TO FACILITY INFLUENT. NSTATION 6x161- NK C+ X X �II n o O Q INLET PROTECTION-: 4. o 160 —� 16p * -�� - NOTES: • r 1 CE504/ , , • r- ool 16�62 159 XSg \0� 76�����1 'j 1. SEDIMENT FENCE SHALL EXTEND TO THE NORTH BEYOND ` , _� o 1 16 6_ ___\56- 1 gg 2� . CONTRACTOR'S ACTIVITIES AND MATERIALS STORAGE. 111 0 157 I 2. CONTRACTOR SHALL CLEAR BRUSH PRIOR TO 156 o 4 Ail 'ki ::- %3 \11) -1111 L •• Li . f 1 • .A AERATION �`BULD / 162 LEGEND ;i!/` CLARIFIER 4 , I 3 �l I" +' ` ° X55A kXu CONSTRUCTION I \ ^ o ���� '�./Si n ENTRANCE —_ _ f r �� ,, POLE _ _ _ _ — 0--D- SILT FENCE —-► e• BARN , ��J(_�t 0 • AERATION 0ti'• / INLET PROTECTION,CQ III 111�t BASIN 3 �; �`u� �, m TIRE WASH �. / d �� � � + ` I I * ° o , i \N144\ JS� `i. ,� INLET PROTECTION Alk —160— EXIST CONTOUR(1FT) y��. c1,6\„:, \i< 'IMS I • `*� ^ /� �. ySi CE504 ��� 0 TIRE WASH r cT O i 0 /j CE502 Ir+ 50� �II wx * '! it ° SEE NOTE 2 A * SECONDARY ii t��� * • — — — — — CLARIFIER 3 =l I. #i�17�! * II I ii �� �� ii•� i 11 5 Q 0 I I� 11102 to � 1 oj� 1 >.4000 41 ►� : �: o j ® CONSTRUCTION;. �►�-- 's •< "' o I CE50 ENTRANCE. 6' vP. . ar Ol° o / 155 ,� INLET PROTECTION Q ® t / / I CE504 �41/./ / i of 4// / I ' \ \ Av .1 • e .1 #4# o SG OEFapi > D+" SMM MARCH 2018 i PRO CLEAN WATER SERVICES CIVIL .•.'tally stg SHEET TITLE. SHEET:34 OP 288 Owe#: 93770• _ O EGON �" DAC Gwcx CE101 THIS BAR IS ONE INCH �.��`��� SATE: 3/6/18 cHi<:RT CAD FILE#- CE101.dwg WHEN DRAWING IS FULL C1eanWaker Services EllBLACK&VEATCH DURHAM AWWTF EROSION CONTROL �`GT CE 101 a 9N9 2- wC SCALE. Our commitment is dear. PHASE 5 SECONDARY TREATMENT PLAN P<c#: 11b L .� SDG sCaE: AS SHOWN SYSTEM EXPANSION PROJECT LLS REv# DATE ORN APR) DESCRIPTION 25505W Hillsboro Hwy. Hillsboro,Oregon 97123-9379 cws 6757 EXPIRES:DEC 31.2019 PROD#: ENGR STAMP: I FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE NOTES: MIN 1' HIGH RFRM EXISTING GRADE CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION 3' BY 3' MIN AT I AND SEDIMENT CONTROL 1. WASHOUT FACILITIES SHALL BE BOTTOM OF PLANNING AND DESIGN MANUAL. MAINTAINED TO PROVIDE I 1111—IIJ1I=IIIIII �IIIII IIID 1 WASHOUT TO ADEQUATE HOLDING CAPACITY - CONTAIN WITH A MINIMUM FREEBOARD OF A E CONCRETE A 12 INCHES. ' E."-:--11 , 2. WASHOUT FACILITIES MUST BE 11>��4-4444 ;1 ?Jg1 CLEANED, OR NEW FACILITIES = =( �2. 0411V��O .. •- - - -'�-a.v MUST BE CONSTRUCTED AND „ , ,T„ I • � . READY FOR USE ONCE THE - 'u"I"tr''11 OSO MPSOPPONSOP n—d— I WASHOUT IS 75% FULL. = " " "Ig3 • 3. IF THE WASHOUT IS NEARING _III II- A ��� � •�• • CAPACITY, VACUUM AND DISPOSE _ _ "49,4,1/40,42,_, „4,_. ��� OF THE WASTE MATERIAL IN AN =III II-loY_o�Y3oY.�Y-i�Yi�Y,aY_ I APPROVED MANNER. 4. TEMPORARY CONCRETE WASHOUTILII IIIIIM II0"I1IIIHIIIIIHI lig MINIMUM 12" OVERLAP FACILITIES SHALL BE LOCATED A OF SEAMS. MINIMUM OF 50 FT FROM —1"' 9' BY 9' MIN TO I + ' irr SENSITIVE AREAS INCLUDING OPEN CONTAIN CONCRETE DRAINAGE FACILITIES AND SEE NOTE NO. 3 WATERSOURSES. PLAN NOT TO SCALE I 5. CONCRETE WASHOUT FACILITIES : ' * SHALL BE CONSTRUCTED AND .}+*++*i+, i*;}' * MAINTAINED IN SUFFICIENT / PLYWOOD * * QUANTITY AND SIZE TO CONTAIN n CONCRETE,.! 48" BY 24" "AVi+ ALL LIQUID AND CONCRETE WASTE I j WASHOUT I PAINTED WHITE 11• GENERATED BY WASHOUT II !i AREA ++ OPERATIONS. — BLACK LETTERS 6" HEIGHT ' 6. INSTALL CONCRETE WASHOUT SIGN 72» ++ WITHIN 30 FEET OF TEMPORARY 36" I CONCRETE WASHOUT FACILITY. ` 7. TEMPORARY CONCRETE WASHOUTS CONCRETE WASHOUT SIGN III +*+++ �' +' +•,•` MAY BE A PREFABRICATED DETAIL I —III-1 I 1— _ = +*+ * + *+ + + .* +y+ + +i+ + + + . —Il—**=1+— I— + ++ + + = CONTAINER THATIS PORTABLE Il�-li, T —, I— I I-1 ,_I 1—,�I� —I —i i-11 i_i i_i I_I I-1 I 1=1 I I_ AND REUSABLE. (OR EQUIVALENT) NOT TO SCALE EXCAVATED MATERIAL 3"-6" ROCK WITH A I EROSION BARRIER 1 AY BE USED FOR PERIMETER BERM MINIMUM 8" DEPTH CONTROL MIN =— PLASTIC SHEETING REQUIRED © TOE OF SLOPE. I j % SLOPE 1' MIN �..— I=,iT °—°1 }_ S _ __��r�. •••s=•��10i•11• I —I 11_M_111=111.1 I H11-11 I-�_ '!_ rl"= Iii I I I_I I II 11=1 11=1 11=1 I i—I 11=1 I H I I—I 3 2' MIN 11_`I I I I11-1 : 1 i I I I i I i I!i I I I I 11 1 ILf7 ITTL�I1T="I 1 I! I "_! !=1 11=TI=111=1�1=111-111-11 E I S 1- -III 11=1�1=1 —11-111-1�1=111-11=111=1 11-111=11 p 11--17-II 1— -- _ —1�1-11��11=111—i 1 I-111=1 I 1 Ofna 11=111-11 1=1,i I I I iii-1 I_I I I=III-111-1�1=III=I' NOTES: —' ,—I�1=1 I I—I,I— 1 -1-f*I1=111=1"- 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. I 2. BARRIER REQUIRED @ TOE OF STOCK PILE. 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR APPROVED EQUAL ON �` I 3' BY 3' MIN TO EXISTING GRADE ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. CONTAIN CONCRETE 4. PLASTIC TO EXTEND MINIMUM 1' BEYOND TOE OF SLOPE SECTION A-A I NOT TO SCALE C0\ CI =TE WAS — O., T BLASTIC S - --T1 \ G C1eanWater Services C1eanWater\ IServices DRAWING NO. 810 REVISED 12-16 DRAWING NO. 900 REVISED 12-16 Ir-A'" PLASTIC SHEETING r-B- CONCRETE WASHOUT ¢o Ei NO SCALE NO SCALE PR O C9. e�C'INFI� -. DM*SMM DrA MARCH 2018 �o NAME. SHEET TITLE: SHEET: OF:288 0" t� 317SI P a �� CLEAN WATER SERVICES CIVIL • a19 DMDAC CE501 THIS BAR IS ONE INCH DURHAM AWWTF EROSION CONTROL DETAILS 1 POT 3/6/18 qv 10 GHK RT cADFKEt 145757 CE59f.1>WG WHEN DRAWING IS FULL G 3IuWc"iuntu SCIV1CeS a^BLACK&VEATCH — CErJ01 4/4,14,40 20 SCALE. Our commitment is dem. PHASE 5 SECONDARY TREATMENT PLCM �� ' �S ATPD:MD E AS SHOWN SYSTEM EXPANSION PROJECT �S REVS DAZE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 CWS X57 EXPIRES:DEC 3t.2019 PROJ t. ENGR STAMP: ICORRUGATED STEEL PANELS FILTER FABRIC CRUSHED AGGREGATE GREATER THAN 3 IN. BUT SMALLER THAN 6 IN. ORIGINAL I GRADE ANGLE FILTER FABRIC FENCE TO �i ■ ■1;■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ -\ -.--:---- I���� a r k�� �� �� �rire -------, ASSURE SOIL IS TRAPPED \`;`\�� \\ �or,......21,_40114.410,10-4041�� P,� ��Z` �.�•�- o---\i fi\1 \\1"2_\_ i , t1w a-� 0!i.:� �%\\1 \\--__:-_-_\\___\� ■ 4. 12 IN.MINIMUM UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER I SECTION A—A MI 1.11 MO ' I NOT TO SCALE INTERLOCKED 2"x 2" PLAN VIEW FILTER FABRIC POSTS AND ATTACH CRUSHED AGGREGATE GREATER THAN 3 IN. BUT SMALLER THAN 6 IN. ORIGINAL NOT TO SCALE I GRADE '`� " `•.CJo�./�a �� v � ��a imI %_ USE STITCHED LOOPS `---- \\\ ��!�+ � •�`-4.1%.��, Alit-'4,4111 jir 41-1L.' -±� \`\\\\� 3' MINIMUM I ___\\\____.\,\--- __-_-_\\\.. ii\\\ `i h\ //[OVER 2"x 2" POSTS NOTES: -r\---\\ FROM TOE SLOPE. ■ 12 IN. MINIMUM UNLESS OTHERWISE_ \ 1 1. BURY BOTTOM OF FILTER FABRIC 6" SPECIFIED BY A SOILS ENGINEER I VERTICALLY BELOW FINISHED GRADE. 2'-6" 2. 2"x 2" FIR, PINE OR STEEL FENCE 111POSTS. SECTION B—B 4teta ' 3. POSTS TO BE INSTALLED ON UPHILL �� SIDE OF SLOPE. NOT TO SCALE ��� 4. COMPACT BOTH SIDES OF FILTER DITCH TO CARRY RUNOFF sIFABRIC TRENCH. I / TO A SEDIMENT TRAPPING ��" .� 6" 5. PANELS MUST BE PLACED �P ..- DEVICE FILTER FABRIC ' ��� \ ACCORDING TO SPACING ON DETAIL MATERIAL 36" NO.940 ROp° ' GAP f WIDE ROLLS. QP�C° SS\‘'\G A /� PROFILE �P- N j' NOT TO SCALE .4411" „.,- / WASH RACK A i„ii ,,•.♦i:.„.iJ...•„:...:.•.1,,„ •.:.. ....•I %„ i i0♦„� • • • ♦♦♦i• • •B 2'-6” • %i FILTER FABRIC MATERIAL 36" WIDE ROLLS ii% 0i♦OOi♦i♦i♦iii♦ir• ,04, i♦♦♦i♦i♦i♦i♦i♦ii♦♦i♦•♦�♦♦i♦11,1 i♦i♦i♦i ii♦• 0•X0♦ ♦♦ ♦♦O♦•♦♦•♦♦♦:14 i ♦♦♦♦♦♦♦♦♦♦s•♦♦♦♦♦ ♦♦♦♦0i♦♦♦ ♦ ♦♦ ►�' :t iyi♦0i♦i♦i♦ ♦i♦i♦iDi♦i♦i♦♦D OOpp•♦•ip•♦p%Oi6d♦i♦i♦i'O♦,9♦ ♦i♦i 3. 1 TYPICAL TIRE WASH WATER SUPPLY & HOSE 1'-6" f NOT TO SCALE j - 6' MAXIMUM SPACING FOR FURTHER INFORMATION FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER NOTES: CHAPTER 4 OF CLEAN WATER FRONT VIEW SERVICES EROSION PREVENTION SERVICES EROSION PREVENTION NOT TO SCALE AND SEDIMENT CONTROL 1. MANY DESIGNS CAN BE FIELD FABRICATED OR AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. PRE-FABRICATED UNITS MAY BE USED PLANNING AND DESIGN MANUAL. TIS - WAS- • S-SIV -\ T F =\ C= N A\ J AL OSE WASH Cle �� ( anWater Services CleanWater\ Services DRAWING NO. 865 REVISED 12-16 DRAWING NO. 875 REVISED 12-16 (--i,- TIRE WASH(MANUAL HOSE WASH) (-13- SEDIMENT FENCE �� NO SCALE NO SCALE �F� 00 0•GIN ,.. IOt > +SMM ate: MARCH 2018 PRO./NAME WATER SERVICES SHEE77,LE. CIVIL sem. ta,cS19 �� 36 OF:288 DWG* `'� 3i�o. °�+ DAC DWG*: CE502 THIS BAR IS ONE INCH `=yy,,�_�- c _--_ DURHAM AWWTF EROSION CONTROL DETAILS 2 °�" 3/6/�s �q ° e RT CAD WHEN DRAWING IS FULL YY 1 .7CRY ti O BLACK&VEATCH PHASE 5 SECONDARY TREATMENT PLC* — CE502 9aF fr we t95757CE5oz.DwG SCALE. Our commitment L dew. SYSTEM EXPANSION PROJECT El AFFD REV fI DATE _ ' APR) DESCRIPTION 2550 SW HIWShoro Hwy. Hillsboro,Oregon 97123-9379 JE 6757 ENGR STAMP: LL g SDG AS SHOWN EXPIRES:DEC 31.2019 I DROP INLET WITH GRATE STAKES (2"X 2"X 3') I _ IIIEIIR:1:rIn 11111111R1:m:1111111IIIIM lIC ITOP OF CURB. CG-30 OR CG-48 INLET. IFACE OF CURB. :. c_un1._ .t • SEErE.111111••11•1• 111EF[1_`•— II I C=1::) -'gligillIllIl"'- .. FILTER FABRIC i ...... r INSTALL WATTLE MN TIGHT AGAINST a I a FACE CURB. a a4 a , _ , MSN e a 4 e d d a d WHEAT STRAW, RYE GRASS STRAW, COCONUT I OR EXCELSIOR WATTLES ill 46. IV Slope PLAN VIEW 1 PERSPECTIVE VIEW SHOWING WATTLE Slope 4:1 4 I ALONG GUTTER AT CURB INLET STAKES I FILTER FABRIC I INSTALLATION NOTES: RUNOFF WATER WITH SEDIMENT 1. ONLY ALLOWED USE OF APPLICATION IS ON CG-30 AND CG-48 INLETS UNLESS APPROVED BY CWS. I 2. INSTALL WATTLE ALONG INLET WITH WATTLE EXTENDING A MIN OF 36" BEYOND INLET OPENINGS IN EACH -_ DIRECTION. I I I— 18" 3. WATTLE MUST BE INSTALLED TIGHTLY AGAINST CURB. MAY REQUIRE ADDITIONAL MEASURES TO ENSURE WATTLE -III—III—I , FILTERED WATER I REMAINS TIGHT AGAINST CURB, SUCH AS USING ZIP-TIES TO SECURE WATTLE TO INLET'S TRASH BARS OR —III—III—III Ti�i. USING SANDBAGS TO WEIGHT DOWN WATTLE. MAINTENANCE NOTES: i 1 I-I I I—I I I—III 1 �I I- la —Iii—1 I 1-111-1 1 I_ At Il. ANY VISIBLE SIGN OF SEDIMENT ACCUMULATION TO BE CLEANED UP AT THE END OF EACH WORKDAY. BURIED FILTER FOR FURTHER INFORMATION 2. REPLACE WATTLE AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING THE STORM SYSTEM. FABRIC (MIN. 6" DEPTH) ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION I PROFILE AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. C,.-RB A\ D CTT-R I \ L=T DROT-CTO \ \ L— T R0T_CTI O\ CleanWate� Se c s — ' Services e D _ C1eanWater- Services DRAWING NO. 905 REVISED 2-17 DRAWING NO. 910 TYD =-- 3 REVISED 12-16 In CURB AND GUTTER INLET PROTECTION (B, INLET PROTECTION TYPE 3 SIL NO SCALE NO SCALE p 5613PR°P O � ‘G1NfF • 'p Lu Q +SMM MARCH 2018 I PRQ NAME: SHEET TITLE SHEET:37 OF:288 MGM a127-. t- 3 70019 �' CLEAN WATER SERVICES CIVILo GON asN:DAC CE503 THIS BAR IS ONE INCH c,� cwc RT cADPSfS 19575yCE503.ONAG WHEN DRAWING IS FULL �PCOu commitment .7c1V1CeS rial BLACK&VEATCH DURHAM AWWTF EROSION CONTROL DETAILS 3 °'� 3!6118 — qpy �0 I SCALE. our commitment is clear. PHASE 5 SECONDARY TREATMENT CE503 PLC*: �g APP SDG SCAlE AS SHOWN SYSTEM EXPANSION PROJECT BE c REV* DATE pRN. APR/ DESCRIPTION 2550 SW Hillshoro Hwy. Hilishoro,Oregon 97123-9379 Pcws RO 8757 EXPIRES:DEC 31.2019 PROD#: ENGR STAMP: I MATS/BLANKETS SHOULD MAY BE USED SHORT TERM / �► BE INSTALLED VERTICALLY y W/ UTILITY WORK AND W/ -• DOWNSLOPE. PHASING OF DEVELOPMENT f e •_ _-••• ,` �� TAMP SOIL .�..=ut o OVER MAT/g 16 4 4 4 7111111151WiErwslap, as ,1 —_ s► LANKE/111r40110"/ /T 44411111 . .s sal IIIIIi �11111111 7______ r ..II�— � /� nr nr; m IIIIIII/1111111 I �� \ FLOW ' +r wtl�1111111119111 alltll/IIIIIIII ----� fti ; ►1.01squi , Irililllllm/un 1lmtlIlliu ml , :II-0;nrlmtlll av Hain iy ! IIIIIIIIIIIillll l' e \ \ lulnit ro IIHIIIIIIinii 1 b oIII I mut3D" (TYP) II•r�IR111111NI1u.nlllullunli / / /' 11111' - -- /\/\/\/�r'anm 11�11�IIf►' •' it ry r \\/\/�/� �tw n.imogetinv �r11111���DI n' ����.a�wJ ��. 7 �q7 Ills . - \ �G g Via:V111 i_ i :I„ / / so" (TYP) _ AREA DRAIN Ir e //-.lz„ /I CATCH BASIN ftlir //jf111�II:0,pttll r \\\\' rillliiiiin NIriFLOWMIIIIvIIIMaunmluln1111 // /IIIItIlllplllllll, MIN. 4" \\/\a InwitI��llitt. OVERLAP / /////°o is i rim m trai . �a "n• ■d8 �, \\' ' =.14. ;, —1I IIIif11.1111011 OA�I01111 illMINFLOW //DITCH BOTTOM �w�. 1�I11111111111111111 /o nrnllu,nnllurr IIUIIIIIIIIIIIIIII' i 120 o ' mlillllullnnlr 6d911111111hllllh! r' IIVU111111111111_r- i. .•.. i:il 1 1/2�.A - pd --' Illllllllllillvrilj i —_,��4 �_ er \j AviiiiI�1111111 G11 -V I IIIit11u►ill tlui �-�`- - /��� STAPLES I DITCH INLET PLAN VIEW itii1jnliillinit 1111141 N/111/1110? °°11°°10° ISOMETRIC VIEW \�\\/\�\/ �;iiiil..„,nlllq oi�';:roCl I6" overlap of bags. NOTES: TYPICAL SLOPE •°`-" "" M _ 1. ADDITIONAL MEASURES MUST BE `'%\\/\\//\ I�\ I CONSIDERED DEPENDING ON SOIL TYPES. SOIL STABILIZATION \/ \// ���/ /BERM \/\\,\\/\\•;�• \ /////// ,/ ,/ 1j / 2. BIO—FILTER BAGS SHOULD BE STAKED WHERE APPLICABLE USING (2) I 1"x2" WOODEN STAKES OR APPROVED NOT TO SCALE EQUAL PER BAG. NOTES: I 3. WHEN USING 30" BIO—BAGS TO FOR FURTHER INFORMATION 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL PROTECT A CATCH BASIN YOU MUST ON DESIGN CRITERIA SEE HAVE GOOD SOIL CONTACT. CHAPTER 4 OF CLEAN WATER 2. APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS. HAVE 4 BAGS AND THEY SHALL BE SERVICES EROSION PREVENTION 3. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL. DO OVERLAPPED BY 6". AND SEDIMENT CONTROL NOT STRETCH. IPLANNING AND DESIGN MANUAL. 4. STAKING OR STAPLING LAYOUT PER MANUFACTURERS SPECIFICATIONS. 1 \ L-T TRO1 =CT10 \ � _ _ CleanWate\ VATTI \ G SLO _ 1 \ STALLATIO\ I TY _ Services C1eanWate Services DRAWING NO. 915 REVISED 12-16 DRAWING NO. 805 REVISED 12-16 I (Te:"\ INLET PROTECTION TYPE 4 (i MATTING SLOPE INSTALLATION a w F NO SCALE NO SCALE 40 PRop 0O 4v_ p # aGt"0 1'..t('' 9317SI SMM MARCH 2018 PRO... SHEET ME: SHEET:38 OP 288 owes �' CLEAN WATER SERVICES CIVIL olJ �+ DAC OW"s CE504 THIS BAR IS ONE INCH C1eanWater Services QR BLACK&VEATCH DURHAM AWWTF EROSION CONTROL DETAILS 4 a �'h18 — CE504 ✓q"9 Zoe CH,',RT DAD PREs CE504, WHEN DRAWING IS FULL PHASE 5 SECONDARY TREATMENT PLC r; CL 111 re SCALE. Our commitment is clear. 2k- APPD:SDG SCALE: AS SHOWN SYSTEM EXPANSION PROJECT `oLL 5 REV# DATE DRN APED DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 '''''s 6757 111EXPIRES:DEC 31.2019 PROD R. ENGR STAMP: FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION I AND SEDIMENT CONTROL QO\\y� PLANNING AND DESIGN MANUAL. PP' GESS •"0.°11".' S0' ,,, O �/l POND LENGTH > = 3 X POND WIDTH O _ F,'LcD l PRO�� . - 4 .• °, D. EMERGENCY OVERFLOW SPILLWAY CREST Ofz I 0 a A c RIP RAP 44*. .P'•.pr;,_ • A' .Q, .a .a.- A, 'D p .e' �.Q a INLET RADIUS = 25' MIN. 6.p. , 0 a �,' LEVEL • o o ,o•p .Q.•_.q.°. 0...\-- . �\\ ...,.-.-----..- BOTTOM •.` •,�a*� ice•`• CLEAN PIT RUN OR 3"— 6" CLEAN ROCK QROJ\\OA e) O,4-5l 1111111111111111111111 "-----.�1111Hka I PrA I I � .. SUBGRADE REINFORCEMENT �\�GR�S) o •v• 1 I I I i I I I I I I I I GEOTEXTILE, AS REQUIRED Ix'?' 8" MIN. -,411 DEPTH I PLAN VIEW *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL RISER PIPE W/ANCHORED BASE OUTLET PIPE GRAVEL CONSTRUCTION PROVIDE TRASH RACK I ENTRANCE CURB RAMP ON RISER PIPES 18" DIAMETER PMIEOPAIRMRPIPEOEN AT —i' FREEBOARD 4 4 4 m a a III PAVEMENT TOP(PRPNCIPAL 1' SPILLWAY DEPTH I 4 a 4 ' AMMO SPILLWAY) MEM /\ \/\ / / / / / //\/\/ .' "IN. 'M I N.-- SPILLWAY OVERFLOW / l DEWATERING OUTLET SPILLWAY CREST ` `�\/\�//�///�// MIN. 2'/ MAX. 4' SETTLING DEPTH? '\// • � � � � ���� SEDIMENT STORAGE o o .: 1 OUTLET PIPE 2 1 .':r :: I :.$ 3' MAX. DEPTH. ..'�->o .:` 3 II II IINOTES: LEVEL GRADE 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING / ANTI SEEP COLLARS OF SEDIMENT ONTO PUBLIC RIGHT—OF—WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR ANCHORED BASE 1CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. TO PREVENT 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT—OF— WAY. FLOTATION 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. PROFILE 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED FILTERING SYSTEM. 5. DIMENSIONS SINGLE FAMILY 20' LONG BY 20' WIDE 8" DEEP OF 3/4" MINUS CLEAN ROCK. NOTES: FOR FURTHER INFORMATION COMMERCIAL ON DESIGN CRITERIA SEE 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE 1. 50' MINIMUM OF HIGHLY VEGETATED AREA AND OR SEDIMENT CHAPTER 4 OF CLEAN WATER FABRIC TO PREVENT SUB—SOIL PUMPING. FENCE IS REQUIRED PRIOR TO DISCHARGING TO STREAM OR SERVICES EROSION PREVENTION WETLAND. AND SEDIMENT CONTROL I PLANNING AND DESIGN MANUAL. C0\ STRCT10\ =\ TRA\ C- S= _\ C1eanWae\ _DIN _ T BASI \ 1 Services CleanWater Services DRAWING NO. 855 REVISED 12-16 DRAWING Na. 935 REVISED 12-16 1 (\ CONSTRUCTION ENTRANCE SEDIMENT BASIN ¢o ai NO SCALE NO SCALE 0 PRpp Crc� v‘GI NF4.\�• I OW SPAM aTE MARCH 2018 PAW NNMe. SHEET TITLE: SHEET:18 OF:288 DWG*. , ta'IV sig �' CLEAN WATER SERVICES CIVIL p, Gpp1 DSS:DAC Gwo# cESOs THIS BAR IS ONE INCH DURHAM AWWTF EROSION CONTROL DETAILS 5 "'T° 316/18 '''IN q 00 RT cao�xFa CE505.dwg WHEN DRAWING IS FULL.eanWate4 ServiCCS �,BLACK&VEATCH CE505 (4 "9 z m SCALE. our commitment is clear. PHASE 5 SECONDARY TREATMENT �Ipa ri APPIO SDG SCALE: AS SHOWN SYSTEM EXPANSION PROJECT 0o REV* DATE GRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 ows .6757 EXPIRES:DEC 31.2019 PROJ#. ENGR STAMP: IFOR FURTHER INFORMATION ON DESIGN CRITERIA SEE FOR FURTHER INFORMATION CHAPTER 4 OF CLEAN WATER ON DESIGN CRITERIA SEE SERVICES EROSION PREVENTION i�i�:'.s CHAPTERI4 OF CLEAN WATER I AND SEDIMENT CONTROL /o/�i�s/ •� i-;.4.;t;..rp• ,,i' i�I,i'4►� SERVICES EROSION PREVENTION PLANNING AND DESIGN MANUAL �/ •� 41.••/•:;•� ie AND SEDIMENT CONTROL j�/y!O�i• ,�yO/I�yyQr�/; PLANNING AND DESIGN MANUAL 4' MIN. 1' OVERFLOW DEPTH y%' ��--/'741, /- ' 1..A i 11 r a l OUTFLOW `''� �r • // ' . /imp / 'IL, I �r 2' SETTLING �/��A�wD�i1 1/�Jv 3 1 g CHANNEL IF ��/� r�/4,7 %//�4d X`,` So DEPTH 1 �• •••,.,ewrr•�.• .,V•' ••�'!s.+.n• • T CONSTRUCTED i/ry'�jG�i��i %��' , 9�i 1' DEPTH BY EXCAVATION 4 �,a�iIy/0;t tje,/��%/r', ''c? � .; c 2"- 4" ROCK �� ,;N. 4''v� /r�r��y�.�y PFFF Ii.5' SEDIMENT STORAGE •f. ! „ 11:;,-,-_44,:,., / 1' DEPTH l/IN) y i.thill-. ��/GJe•y �O 3/4 1 1/2" WASHED GRAVEL ' �/G, O� / �i� � /�r 1, I CROSS SECTION '`N: �` NOT TO SCALE , yy rojO•i-0 j'%�� ea z. NOTE: MAY BE CONSTRUCTED BY ,/i/< %/o EXCAVATION OR BY BUILDING A BERM. O., #. r �/Q�yD�' #,/ 164 11110,8 O RF '� // vya pOj� ./., *PO 7--) rill ��I� TO, w Spy ,' �9i�o �.• *..'*V • ��� � �` Mlle <<WA .ps � f 09":179°5§,.aD o` ., Qa • �E.NGT Y '�ilg4, r . I % • 00° °'". ©� ti 9 y20 o�� 0,...•,Z80 000(b°0.0° •<3,10.0.*: Q DDG -0li � H� �,iF!'', i� 7i ° O ° o Oo•'�D Q Q '� ��i •oil /' C0,8)0080800 8�°00808o a8°O o°°°��D p Q im,y�i�I/% • 0 .I 0 008 � -°so°b���D Q 1 -'<I gip Q'i '�'41„Alf.- 4,6.. � °°'� o0 80 0°0°0 •. 0 ••°�•°°oo�'OOp•.o�Q�q O1Q - �jp'�o°oo. .` • y�1y�A.;,; °••.°O O°o OooO Q,'80�i°6o�o08 pp0000 O •'• �` `\'•� , 9 � 7./ y"y���, ..,0 °0.,?:,60,...,ri. 00s, °0004, o$°•• �► � � PLAN VIEW �,�.,,! •, , ! °•O...sb000ckpo 4,08°00°o 8o•••:o°°,0• `\ t,,,� i��j /� y' o�o0°p opO$oO oo°°�Ooo°O l��o°fi°o0 vooecpo. ., NTS go°o o 0 0o..0oO00° �° °° I •. / G/ ' °••.°°p°00°0°0p0O°oo0° °° o0opoop ��!900,20690(2640.0,0g0,8006-- 00oo8°0080 ,- oO°•° 6" OVERLAP il,I 'A;.o8d�p° 00000 0• ` TYPICAL 2' SETTLING DEPTH & ''���oo°�. • 6„ 1' DEPTH OF 2-4' ROCK (TOP) 1' DEPTH OF 3/4"- 1 1/2" WASHED GRAVEL (BOTTOM) , � 4 - � V ti 315, I SEDIMENT TRAP OUTLET :..:47- _`�' =001.411111111:a:40::::__,:',..!•‘: = � NOT TO SCALE / � ' �� �--' � \ PROFILE NTS I NOTES: NOTES: 1. STAKING OF BAGS REQUIRED USING (2) 1"X2" WOOD STAKES OR APPROVED EQUAL PER BAG. 2. SURFACE MUST BE SMOOTH BEFORE APPLICATION. 1. A FILTER FABRIC FENCE OR SIMILAR FILTER MUST BE CONSTRUCTED TO FILTER RUNOFF FROM 3. CHECK DAMS CAN BE CONSTRUCTED USING STRAW WATTLES OR OTHER MATERIALS AS THE SEDIMENT TRAP PRIOR TO DISCHARGE FROM THE CONSTRUCTION SITE. APPROVED BY THE DISTRICT OR CITY. M � C — -C � DAV 1 S=D1v -\ T TRACleanWater Services 8IO— F I L T--R S A G C1eanWater� Services DRAWING NO. 930 REVISED 12-16 DRAWING NO. 845 REVISED 12-16 I �A1 SEDIMENT TRAP rii1 CHECK DAM BIO-FILTER BAG ¢o F NO SCALE NO SCALE cy�p, I� „FD PRp�c o G3J3�V,."G 1 N FF ¢I m+N:SMM MARCH 2018 I ORIG PRo„cnnE sNEErrmE: SHEET:19 op:288 DWG# .93170.l' ogimm CLEAN WATER SERVICES CIVIL •'• tal Sly Ds” DAC E CE506 THIS BAR IS ONE INCH DURHAM AWWTF EROSION CONTROL DETAILS 6 DT 316!18 qv aoN lal CE506 is Ng' DNK RT DAD ME* CE506.dwg . WHEN DRAWING IS FULL CIeSIIV��I SeTV1CPS BLACK&VEATCH PHASE 5 SECONDARY TREATMENT xas: I SCALE. Our commitment Hwyi#deer. SDG SCALE AS SHOWN SYSTEM EXPANSION PROJECT LLS REv# DATE oRN APPD DEScwPnoN 2550 SW Hillstrom H . Hillsboro,Oregon 97123-9379 CWS PROQ6757 EXPIRES:DEC 31.2019 PRr#: ENGR STAMP I PIPING CONTROL POINTS PIPING CONTROL POINTS POINT# NORTHING EASTING CL ELEV DESCRIPTION REF DWG POINT# NORTHING EASTING CL ELEV DESCRIPTION REF DWG 301 640959.49 7620964.00 159.7* PE STA 0+00,42"CONNECT TO EXISTING 42" CU102 346 640934.38 7621125.55 154.75 PE 42"x 24"REDUCER CU102 302 640959.49 7620986.54 154.75 PE STA 0+00,42"x 42"TEE CU102 347 640939.82 7621096.05 136.02 A85/D 14"45° BEND CU102 I 303 640959.63 7620992.55 154.75 PE STA 00+29,42"CONNECT AT AB5 CU102 348 640936.28 7621173.59 135.02 AB5/D 14"x 14"WYE CU102 304 640934.38 7620986.54 154.75 PE 42"90°BEND CU102 349 640849.43 7621092.75 155.00 LPA 36'x30"REDUCER CU102 305 640934.38 7621115.51 154.75 24'FLOW METER CU102 350 641103.87 7621183.20 NOTE 1 RE 24"45" BEND,CONNECT TO EXISTING 24"RE CU102 I 306 640934.38 7621178.97 154.75 PE 42'x 42'TEE CU102 351 641168.98 7621251.89 NOTE 1 RE 24"45° BEND CU102 307 640934.38 7621269.55 154.75 PE 42"CONNECT AT TUNNEL CU103 352 641160.44 7621571.07 NOTE 1 RE 24"90° BEND CU102 308 640989.21 7620992.55 155.00 LPA STA 0+00,24"CONNECT AT AB5 CU102 353 640880.69 7621564.75 NOTE 1 RE 24"45° BEND CU102 I 309 640989.20 7620979.10 160.69 LPA 36"x 24"ROTATED TEE CU102 354 640834.67 7621517.90 NOTE 1 RE 24"CONNECT TO EXISTING 24"RE CU104 310 640934.82 7620979.10 160.69 LPA 36"45° BEND CU102 355 641014.87 7621268.11 155.67 FAD 20'90° BEND CU103 311 640929.13 7621092.75 155.00 LPA 36"90° BEND CU102 356 641022.50 7621268.11 155.67 FAD 20'90° BEND CU103 i 312 640802.71 7621092.75 155.0* LPA 30"CONNECT AT EXISTING TUNNEL CU102 357 641022.50 7621278.08 155.67 FAD 20"90° BEND CU103 313 640933.06 7620964.07 160.5* PD STA 0+00,10"CONNECT TO EXISTING 10"VFAD CU102 358 640998.95 7621271.05 131.00 ML STA 0+00,48" CONNECT AT ABS CU103 314 640933.06 7620969.07 160.50 PD 10"90° BEND CU102 359 640998.95 7621289.80 131.00 ML 48"11.25° BEND CU103 I 315 640920.85 7620969.07 160.5* PD 10"x 10"TEE,CONNECT TO EXISTING 10"VFAD CU102 360 641028.62 7621438.93 134.15 ML 48"CONNECT AT SC5 CU103 316 640920.85 7621241.53 157.90 PD 10"45° BEND CU103 361 641022.50 7621442.83 133.47 RAS STA 0+00,24'CONNECT AT SC5 CU103 317 640928.77 7621096.68 155.00 RAST 18'90° BEND CU102 362 640905.05 7621325.39 143.01 RAS 24"45" BEND CU103 1 318 640926.00 7621099.45 155.00 RAST 18"45° BEND CU102 363 640905.05 7621314.68 143.01 RAS 24"CONNECT AT PIPING MANIFOLD CU103 319 640802.72 7621099.45 155.00 RAST STA 0+00,18"CONNECT AT EXISTING TUNNEL CU102 364 640975.28 7621382.86 133.50 SC5/D STA 0+00,14"CONNECT AT SC5 CU103 320 640879.58 7621105.28 136.0* A64/D STA 0+00,14"x 14"TEE CONNECT TO EXISTING AB4/D CU102 365 640948.08 7621351.24 134.00 SC5/D 14"45° BEND CU103 321 640885.58 7621105.26 135.96 AB4/D 14"45° BEND CU102 366 640948.08 7621308.05 134.50 SC5/D 14"CONNECT AT TUNNEL CU103 322 640928.05 7621147.73 135.25 AB4/D 14"45° BEND CU102 367 641030.59 7621361.71 152.50 SE STA 0+00,48"CONNECT AT SC5 CU103 323 640928.05 7621295.28 133.50 AB4/D 14"90° BEND CU103 368 641030.59 7621350.23 152.50 SE 48"90° BEND CU103 I 324 640941.79 7621295.30 133.50 AB4/D 14"CONNECT AT TUNNEL CU103 369 640815.24 7621350.23 152.50 SE 48"45° BEND CU104 325 640989.96 7621096.06 136.25 ABM 14"90°BEND CU102 370 640791.56 7621326.56 152.50 SE 48'45° BEND CU104 326 640983.46 7621096.06 136.22 AB5/D 14'x 14"TEE CU102 371 640791.56 7621314.44 152.50 SE 48"CONNECT AT SE CHANNEL CU104 I 327 640936.28 7621094.05 136.00 AB5/D STA 0+00,14"90° BEND CU102 372 640795.06 7621283.73 152.50 SE 48'CONNECT AT EXISTING SC4 CU104 328 640936.28 7621099.59 136.00 AB5/D 14"x 14'WYE CU102 373 640795.06 7621308.44 152.50 SE 48"CONNECT AT SE CHANNEL CU104 329 640990.05 7621170.06 136.25 AB5/0 14"90°BEND CU102 374 640604.41 7621308.44 152.50 SE 48"CONNECT AT SE CHANNEL CU104 I 330 640983.48 7621170.06 136.13 AB5/D 14"x 14"TEE CU102 375 640604.41 7621283.91 152.50 SE 48"CONNECT AT EXISTING SC3 CU104 331 640939.83 7621170.06 135.14 AB5/D 14"45" BEND CU102 376 640579.66 7621310.69 144.75 SE-1 STA 0+00,54"CONNECT AT SECS CU104 332 640983.48 7621202.56 136.25 AB5/D 14"90°BEND CU103 377 640554.49 7621310.69 144.75 SE-1 54"22.5° BEND CU104 I 333 640939.82 7621202.55 134.77 AB5/D 14"45° BEND CU103 378 640446.79 7821244.45 144.75 SE-1 54"CONNECT AT SEDS CU104 334 640989.21 7620984.80 155.00 LPA 24"45"BEND CU102 379 640579.66 7621319.53 144.75 SE-2 STA 0+00,54'CONNECT AT SECS CU104 335 640959.49 7620969.17 159.65 PE 42'45°BEND CU102 380 640545.47 7621319.53 144.75 SE-2 54"22.5° BEND CU104 336 640959.49 7620974.23 154.75 PE 42'45°BEND CU102 381 640440.38 7621254.89 144.75 SE-2 54"CONNECT AT SEDS CU104 337 640930.06 7620980.42 155.00 LPA 36"90° BEND CU102 382 640587.33 7621329.78 144.54 SEF STA 0+00,48"CONNECT AT SECS CU104 338 640920.85 7620969.07 164.00 PD 10°90° BEND CU102 383 640587.33 7621348.48 144.37 SEF 48"45° BEND CU104 I 339 640920.85 7820994.56 164.00 PD 10"45" BEND CU102 384 640479.80 7621292.05 147.6* FEF STA 0+00,42"CONNECT TO EXISTING 42" CU104 340 640920.85 7621000.61 157.90 PD 10"45° BEND CU102 385 640483.42 7621294.27 147.25 FEF 42"x 30"REDUCER CU104 341 640923.87 7621244.55 156.52 PD 10"45" BEND CU103 386 640553.48 7621337.36 145.46 FEF 30"22.5° BEND CU104 342 640923.87 7621269.55 156.52 PD 10"CONNECT AT TUNNEL CU102 387 640936.28 7621206.09 134.62 AB5/D 14"x 14"WYE CU103 343 640941.79 7621289.03 133.50 AB5/D 14"CONNECT AT TUNNEL CU103 388 640928.78 7621096.67 148.79 RAST 18"90° BEND CU102 NOTE: 344 640936.28 7621289.03 133.50 AB5/D 14"90° BEND CU103 389 640935.57 7621096.69 148.79 RAST 18"90° BEND CU102 1. LOCATION AND ELEVATION TO BE FIELD VERIFIED BY CONTRACTOR. 345 640934.38 7621101.47 154.75 PE 42"x 24°REDUCER CU102 390 640935.57 7621099.51 148.79 RAST 18"CONNECT AT TUNNEL CU102 -2 eli o0 gPR O •9 SMM a:MARCH 2018 1 Pno ware: SHEET TITLE SHEET:41 �:288 t70 a N �� CLEAN WATER SERVICES CIVIL ! tal9 �" DAC cuooi DURHAM AWWTF mg; 3/14/16 N9 Zoe THIS BAR IS ONE INCH [z UTILITIES PLOT - H �1,h RT cap�EsCU001,dwg WHEN DRAWING IS FULL G�P1I1c CI SPdViOeS O BLACK&VEATCH SECONDARY TREATMENT SYSTEM UTILITIES CONTROL TABLES ac* CU001 ��cLE � ' SCALE. onr eommi:mens Gs dau. EXPANSION PROJECT ExP1Res:oEc ai.2o1s LL�n �� SCALE: ° IE 6757 ENGR STAMP.PI c SDG NONE Hevr Dare ERN awn DESCRIPTION 2550 SW HiAsbao Hwy. Hillsboro,Oregon 97123-9379 cws I I ; - 1 i 1 II 11 i1 I ' �� _ _ a�F x�e x x \ -1 w x X-h i} awSII Illrbs j �I✓ I C ! � � � w�I ��3 _____ ODORrm"ii------ �IT.- ,��� �� CONTROI _�, 50' 25' 0 50100' ' I 1 , ;,� : . ;;NFiell : .� � a I ARY J �� �I �' �► i��'� ER 5 SCALE 1?=50' ,. II Iii I ° _ \ tt' 5-I PRIMARY Q�i. \ r' Ir-• �'� 4 �;EFFLUENT PUMP! I ' - ; �'' '1 j NOTE: 1/':.'1, ® AERATION BASIN 5illimmiggi:....0"""... � IISTATIONi��> I�� 1. INSTALL 42"SLIDE GATE OVER SURGE BASIN NO.1 I _ INFLUENT PIPE.SEE SLIDE GATE SCHEDULE FOR MORE o.'"* -'• /y i\�_/—�, II 111V*-- 1 a � :wait DETAILS. SEE MU101 FOR l ..�.,.��, �;�C 1► u :".- iIHI ; RICAL,/, -. �j FLOWMETER a �� ,�,. !6� _-._-• INSTALLATION III ����\ 1 t. lifr ,, IIIloft CHEMICALPx/ CU103M I�,�_ i I �I BUILDING AERATION ■ I /j x�.i Ifi r BASIN 4 I \\�,k,„�k` �IIICm t_ � ! IIS,, _ r \ L40 '�3�1''� D�r►s CU1O2 _ �'I ''JILL. SECONDARY � � 1 1'..'jAP, ,,,-.iir-410;t4411:11:1:1' � ili lCLARIFIER 47 -"��i I��, (�. �(�i���:Eii�_ i� tie x m. „ , . , J 1 \-,�� I � -----91fin�Mil �lY .... 4 1 Atm K ,_ xf, ,p �rww�■ �y� X X X . 1.1.111111.1 I' igi p ATION eec1111=1 * '�,� ` BASIN3 1 I ��i "° 40 i ® /!Rj � r I, • SECONDARY�<-�I I ,h,� �t �� —� �k I j li . 1 EFFLUENT 1 , (/ \\ +r 1 li �kII: k� ,-,1111001:��ae78. CHANNEL — aill!! 0IP'4 it - j' I SECONDARY `;I '' ' li., I �I' l _� i CLARIFIER 3 ,I'.. SURGE BASIN 2111 � t ' II �y ` - �� EMERGENCY OVERFLOW II ®'zl %li �• �y 1110.4411'11 .41116il, ,I SURGE BASIN 2 Old �� Iii ,F �� ' `11 I;iarl'.ilh 4°11 ry% - �� Ire �.f. '/ I SECONDARYsoI �' f EFFLUENT ���Safi, i_� \ / \ I COLLECTION APP OX 900 OF6"NPW TO 8 NEW WATER CANNONS�I� 1�. o111111.- 1� — ���-escsop SURGE BASIN 1 \./ , `'.�/!F � .\� 7,43/44%&4401.••,,, � „�� /, -� .. STRUCTURE (SEC1-04rf „km. S) B SIN POR;SEE DETAILINSTALLED AROUND SURGE �' •• �� ,,,,wilybillTh4 '--,' \ 42"SLIDE GATE 14p4kti ...I ,i, � 1@1frIk , .,„ ♦ ,,, 0,-„,..,,,,,________ r40„,.// \ NOTE 1 „.,,4 I i .4. ' N 1 .44 � g II �I r '; O��'„ �.� /SECONDARY EFFLUENT G ���� /II ± ti• iCU104 �_�;; i //DISTRIBUTION STRUCTURE (BEDS) ".' �/ � '.�, ��!,' AL di �0 I E PROFF 11>I DRN:SMM DnTE:MARCH 2018 rRo NAME �`� �GiNFFsi7'i0 W ORIG SHEET TITLE: SHEET:42 OF:288 } 9317c iiimim CLEAN WATER SERVICES CIVIL DwG#: • • `a�IOREGON � asN:DAC Dwcx CU101 THIS BAR IS ONE INCH DURHAM AWWTF UTILITIES gia 3/13/18 ,c,'/A, qys 2010 hr' CHK: RT cnDFnEn CU101.dwg WHEN DRAWING IS FULL CeanWater Services a BLACK&VEATCH PHASE 5 SECONDARY TREATMENT OVERALL PLAN Girl01 /1'/0C< SCALE. Our Commitment is clear. PLC a: g n'P0 Si:* AS SHOWN SYSTEM EXPANSION PROJECT 0o REV DATE DRN DESCRIPTION DEscarlDN 2550 SW Hillsboro Hwy, Hillsboro,Oregon 97123-9379 cws x 6757 ENGR sEXPIRES.DEC 31.2019 T _ _ _ \. I trAll AC \ lIIIA 111 1 I i ( W vu ..W .: ,�fwll WV 1 M WV WV vWV CONNECT TO - •-I�iii���� ii� • EXISTING 24"RE r • 24' lIlliiluVirdrllil aw..ISt�"i. 350 giii I SCALE 1"=20' ,' GENERAL NOTES: 4" RE TO lir O it \ • •I1. SEE PIPING PROFILES ON DRAWINGS CU801,CU802,CU803, RE ' 1 AND CU804. ♦♦ A / �_ FIBER OPTIC 2. ALL PIPING UNDER STRUCTURES SHALL BE CONCRETE AZ f/ : i---____,me CABLE o ENCASED PER DETAIL A/S0o5. yr, MI 6"FDR 5 - - - - - • HP IE 141.00 10 3. A MECHANICAL JOINT SHALL BE PROVIDED WITHIN 5'OF � SEE SA301 FOR (7 ALL PIPES 4"AND LARGER ENTERING/EXITING A I .E dui 6"FDR DETAILS. STRUCTURE. 4E„� • IE 140.00 IO • aW 4. SEE DWG C0001 FOR PIPING CONTROL TABLES,MANHOLE :' t0 8" RE i _.W AND CATCH BASIN DATA. �.I I 36"BF FOR FUTURE W 5. FDR SHALL BE SLOPED UNIFORMLY BETWEEN ELEVATIONS CONNECTION I 1- I Z SHOWN. • 24"LPA FLOOR DRAIN J I m a3a NOTE 1 CONNECTION I �' \\--0+00 (rYP OF 3) n ® 3291 0 NOTE: 36"LPA C512 �I I EXISTING �. It 132s IW330i Ii 1. PIPING INSIDE STRUCTURES AND TUNNELS IS SHOWN ON 42"PE -,1:!`,C. CURB I I AERATION BASIN 5 THE MECHANICAL DRAWINGS.SEE MECHANICAL CONNECT �m I o+oo I DRAWINGS FOR CONTINUATION. 11111* �\1 EXISTING 42"PE ./71 'HI HIN- W/MJ PIPE SLEEVE..,�„ i ® 14"AB5/D 14"AB5/D 2. CONNECT TO EXIST FOUNDATION DRAIN AT APPROX IE I Ir - - _ _ _2 _ ' 6"FDR SHOWN.CONNECT WITH RUBBER COUPLING AND -_\i t •" i STAINLESS STEEL BANDS.LOCATION IS APPROXIMATE II r •, 6"FDR LP IE 139.40 42"PE ,Ii I NOTE 1 LP IE 139.40 6"FDR 3a7 3281 { AND SHALL BE FIELD VERIFIED. CONNECT TO I� it -'4,- HP IE 139.80 m m NOTE 1 EXISTING 10'VFAD • 42"PE +00 Ell m 3. 30"/36"LPA SHALL BE CONCRETE ENCASED BETWEEN 1+87 APPROX IE 164.5 0+00 _ A 1+00-- ®k ER cEMI m ®'' 1+00 AND 3+08 WITH 12"OF 3,000 PSI OF CONCRETE ON ALL a® �"°' _ _ SIDES.WHERE LPA CROSSES ANOTHER PIPE WITH LESS THAN 18"OF I,,' ` I o . �.w �� n --i^m-gin. ...-.- ■ ®�' ®� 36"LPA -1+00 �` fl /2+50 t+� ENCASED ER DETAILCLEARANCE, C C51120SSING SHALL BE CONCRETE IfELECTRICAL CONCRETE SADDLE WITH.10"PD ® t+oo ® I PULLBOX(TYP) ___ - - \-14"AB4/D I STRAP(15'MAX SPA.) S012 • CONNECTTO EXISTING �` m 6"FDR 10"PD 401111111111111111111.11111111 10"VFADW/10"TEE 6"FDR IE138.31APPROX IE 164.5 IE 138.3± NOTE 2 36"LPA lir PE FLOWMETERNOTE2 NOTE 3 VAULT Cv01 _ 18"RAST ��� ��„�� REMOVE EXIST 90°BENDAND INSTALL MJ TEE TO f. MH-5M 48"DIA II _J CONNECT TO EXIST AB4/D RIM 159.56 N 640885.35 E 7621126.41-- (S)INV IN 152.66(10^) ° (E)INV OUT 152.56(10") �G LPA CONDENSATION CHEMICAL BUILDING C501 DRAIN /;,. II 1 111 I min. AERATION AERATION BASIN 4 10"., MI lli EXISTING 18"LPA •R4o SECONDARY II 1 NOTE 3i ( CLARIFIER 4 CO30"LPA I (, �i II, NOTE 1 S I', CB-SA RIM 157.60 Ip W 6"FDR I _ N 640801.25 E 7621110.42 W J N INV OUT 153.66 10" Ic IE 137.5± ® �I1 �' ( ) ( ) U 1 NOTE 2 1 r �I •ilii`'; 6"FDR,IE 137.0±giffl Z - Ill -'' 18"RAST •. NOTE 2 = D I- - - I T I I I NOTE 1 6"FDR,IE 137.50 N O PROP% OI Q 1.'11G° GS IP N FF O (EI> DRN:SMM DD"ATE:MARCH 2018 PaoaNAME DWG 93170. _ SHEET TITLE SHEET:43 �:288 • tall/5��, NCLEAN WATER SERVICES CIVIL 1 o2EGON DSN:DAC DwO#:CU102 THIS BAR IS ONE INCH DURHAM AWWTF UTILITIES pa 3114/18 a 1k a 20"� CHI:RT CAD FILE#:CU102.dwg WHEN DRAWING IS FULL aeanWaher Services 13 BLACK&VEATCH SECONDARY TREATMENT SYSTEM ENLARGED PLAN 1 CU1 O2 qyJ cLE I "' SCALE. Our commitment 1$clear. PLC#: D N APPD:SDG SCALE:AS SHOWN EXPANSION PROJECT 0 o REV# DATE DAN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 cws 6757 EXPIRES:DEC 31,2019 PROJ#. ENGR STAMP: I MH-5T(72"DIA) re I RIM 163.82 L „,I N 641153.75 E 7621550.10 x x x x I r 6"IRR (W)INV IN 150.32(30") �- _ IRR ,� , - �' ' `/ S INV OUT 150.22(30") ® --EXSTING 30"SD RR 24"RE "i� wr iee _____-_;_,Ti -- ____ , 30"SD ,,"/ " -'- EXSTING 10"SS AIWA I MH-5A(48"DIA) ©� - 1 RIM 164.48 MH-5E 60"DIA 20' 10' 0 20' 40' N 641132.74 E 7621226.37 RIM 156.78 (NW)INV IN 156.00(10") MH-5F(60"DIA) N 641160.41 E 7621301.25 (5)INV OUT 155.90(10") SS (NW)INV IN 153.36(30") RIM 153.33 I SCALE 1"=20 /-10" (E)INV OUT 153.26(30") N 641134.23 E 7621549.57 (N)INV IN 149.99(30") EXSTING 8 SD II (NE)INV IN 157.20(8") �� T MH-56(48"DIA) (SE)INV IN 157.20(8") GENERAL NOTES: RIM 163.14 (S)INV OUT 149.89(30") -. "-`';z 1. SEE PIPING PROFILES ON DRAWINGS CU801,CU802,CU803, N 641132.04 E 7621321.44 I AND CU804. 4"ODOR (W)INV IN 153.00(10") CONTROL (SW)INV IN 153.00(4") O i1 2. ALL PIPING UNDER STRUCTURES SHALL BE CONCRETE / DRAIN (S)INV OUT 152.90(10") / ��\ 6"FDR ENCASED PER DETAIL A/S005. HP IE 139.5 �ot! * i f 3. A MECHANICAL JOINT SHALL BE PROVIDED WITHIN 5'OF ODOR CONTROL I ALL PIPES 4"AND LARGER ENTERING/EXITING A CB-5E RIM 158.3/ • 30"SD N 641074.87 f 701352.82 Si STRUCTURE. 10"SS (S)INV OUT 156.00(10") 8 �� 4. SEE DWG C0001 FOR PIPING CONTROL TABLES,MANHOLE \Y jl AND CATCH BASIN DATA. /�7 1 5. FDR SHALL BE SLOPED UNIFORMLY BETWEEN ELEVATIONS -MH-50 48"DIA I CB-5G RIM 157.92 SHOWN. N RIM 159.21 10"SS N 641041.39 E 7621358.90 N 641037.55 E 762136.23 ,(N)INV IN 155.40(10") SECONDARY CLARIFIER 5 NOTES: (=j 1/2"PW,1"NPW (N)INV IN 151.46(10") (W)INV OUT 155.30(10") (E)INV IN 154.70(10") :� ' 1. PIPING INSIDE STRUCTURES AND TUNNELS I I SEE M0102 FOR (S)INV OUT 151.19(12") 11 "i U LS IS SHOWN ON CONTINUATIONRai 8 I I EXISTING M1-1-5G(60"DIA) THE MECHANICAL DRAWINGS.SEE MECHANICAL o 12"SS is� m 1+71 SEE MC101 FOR RIM 160.66 DRAWINGS FOR CONTINUATION. Ill I 20"FAD; 0 ® 0+00 CONTINUATION 4) N 641015.92 E 7621546.41 NOTE 3 _=� 6"FDR �� - 1 �,` (N)INV IN 148.50(30") '•, 2. INSTALL(2)4"SAMPLE LINES FROM CLARIFIER EFFLUENT # +0, (S)INV OUT 148.40(30") BOX TO SAMPLE SINK IN RASANAS PS;SEE PT104 FOR LLI © 1��= IE 139.00 �`� m .z.43° (Q 0 I DETAILS. Z I�y© 4"SAM;SEE NOTE 2 �/ J 6"FDR,IE 139.40 48"ML \`' r i 24"RE 3. INSTALL 2"DRAIN ON INVERT OF BURIED FAD PIPING. ISEE SA301 FOR DETAILS 0+00 I f7 0 1/2"PW,1"NPW SEE PT104 ' `, TRANSITION TO PVC,ADD TRAP,AND ROUTE TO 4"PVC ,,iQ FOR CONTINUATION 48"SE II� ` wM DRAIN SHOWN ON M0102. f AERATION BASIN 5 �! "\H DISCHARGE 2.5"PD TO SCUM WELL 1 ® P. roi1pJy46 �' CL EL 150.00 2.5"SUMP PUMP DISCHARGE. I _ l' "FDR,LP IE 139.0 E� 1 .All Al SEE PT104 FOR CONTINUATION �-%� � Ell 6"FDR ELECTRICAL % o '� III\ 14"AB5/D IE 139.00 j PULLBOX ADDITIONAL CB AND MH CONTROL DATA Q CONCRETE SADDLE 0+61 (TYP) � ' , S012 WITH STRAP SEE MD101 FOR CB-51 RIM 156.97- -- " V.._ _" - CB-58 CONTINUATION / <\ N 640917.75 E 7621412.05 RIM 160.57 es /111E2I (NE)NNV OUT 153V IN 153.70(60(10") N 640917.75 E 76212(10") m 14"AB5/D -� ' --v 14"SCS/D • \ �i 0 INV OUT 153.1 (SW) 6 10" ___- __ __ -_3+00 _ 3+20'__II O1 1 CB-SC I� �Ea. SEE MP101 FOR 24"RAS CB-5J RIM 156.502+00 MH-5P / II 1 RIM 157.50 ®i ` D I �, 10"SS`12 !�' N 640931.71 E 7621430.54 3+00 FO N 640885.35 E 7621237.24 14"AB4/D-- » --_ •� ' 1 (SW)INV IN 153.10(10") (NE)INV IN 151.66(10") ~ pip•im�-- m CONTINUATION_I '% 3"NPW -':,/ (SE)INV OUT 153.00(10") ,� __ _ (W)INV IN 151.66(10") - r �y"fir \ 8 (SE)INV OUT 151.50(12") 10"PD / m\, IRRIGATION © 10"SS 4(4 . p 1 CB-5H 6"FDR / 0 "3"NPW;SEE PT104gr SLEEVE C512 \ IE 138.25 FOR CONTINUATION ��Lm u� 10"SS RIM 157.94 / FIRE �� N 640992.18 E 7621374.43 10"SS ■J4^gAM II HYDRANT C501 \ o ' (S)INV OUT 154.50(10") 6NPW "NPW;SEE MP101 CB-5C NOTE 2 FOR CONTINUATION 6"NPW `7 / MH-5P(48"DIA) MH-5D(48"DIA) , - RIM 158.76 F ELECTRICAL'I AT- I • \ RIM 163.12 353 •'_---- 12"SS 6"SSC N 640861.36 E 7821493;37i N 640932.94 E 76.20(137 4.43 ROOM 48"SE �� (NW)INV IN 151.70(10") (E)INV OUT 154.10(10") 4"C.O. (S)INV OUT 151.60(10") i ; �� 12"SS © IRRIGATION �� • alb _�`. C512 SLEEVE 11 - _ _i 1 i oQ1 MATCH LINE,SEE DWG CU104 - ���oPRO�F C� �GINFF ;O i •9 tu cRN:SMM o ;MARCH 2018MINNEmmi RNo.1NA : SHEET T LE: SHEET:44 OF:288 DWG x , ta'l9317 SIg 4 `� CLEAN WATER SERVICES CIVIL ' o GON GSN:DAC CU103 THIS BAR IS ONE INCH =T DURHAM AWWTF UTILITIES Dn°E: 3/13/18 "=,/,‘, e0 01K:RT CAD DLEACU103.dwg WHEN DRAWING IS FULL ClearlWate SCfViCCS 0 BLACK&VEATCH ENLARGEDPLAN2 Pica: CU103 Ogy �2_ I SCALE. Our commitment;.door. SECONDARY TREATMENT SYSTEM �rrme 0" APED:SDG :AS SHOWN EXPANSION PROJECT o REva DATE oRN APPG 005CR1Pr10N 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 cws 6757 EXPIRES:DEC 31.2019 PRQI a: ENGR STAMP: I _ _ _ _ _ MATCH LINE,SEE DWG CU103 N 1_a J H I o // o 111 Ur \ \\ 12"SS EXISTING T24ORE 3541 45°HORIZ BEND �- 48"SE W \I �( il 6"SSC Q CO' SECONDARY i F n �'� 1z"ss CLARIFIER 4 �,� ® ti CONNECT TO ui7.50 / I t����, 8 ®-� MH-5N(48"DIA) EXISTING 4"IRR v` Z _ , i Q IRRIGATION 111111 2+72 �S RIM 1810.6 0 C512 SLEEVE LiuA.trm a N 40810.63 E 7621321.44 /1-. , (W)INV IN 149.00(12') � o Q �y48"SE ® (N)INV IN 149.00(12") Dc RsAir SEE DWG SS301 FOR 1 (SE)INV OUT 147.50(18") ��n/ / o i 20' 10' 0 20' 40' MODIFICATIONS TO EXISTING CLARIFIER 425VSG812 18"SS ; SCALE 1"=20-� 425VSG813 1 / I I APPROX 183' CB-5D RIM 156.77 SECONDARY N 640776.06 E 7621352.82 EFFLUENT (NW)INV IN 146.99(18•) �I GENERAL NOTES: CHANNEL (S)INV OUT 146.89(18") MH-5O 48"DIA r �� 1. SEE PIPING PROFILES ON DRAWINGS CU801,CU802, RIM 13.07 - POLE BARN - - _ _ _ _ CU803,AND CU804. MH-5R(48"DIA) N 640705.31 E 762134.68 �) (G x x 2. ALL PIPING UNDER STRUCTURES SHALL BE :j RIM 157.41 (N)INV IN 146.22(18") , EXISTING N 40705.31 E 7621294.91 18"SS (E)INV OUT 146.12(18") § 6"SSC CONCRETE ENCASED PER DETAIL A/S005. � (V1�INV IN 150.98(12") L2jSS . 4 fA MECHANICAL JOINT SHALL BE PROVIDED WITHIN I � S INV OUT 149.50 12" 6"NPW __ 1 sac asc (S) ( ) j aec _ ____._._ � 5'OF ALL PIPES 4"AND LARGER ENTERING/EXITING I NPW NPW NPW NPW I� CONNECT 6"SSC TO A STRUCTURE. IIII NOTE 6 EXISTING MH AT IE 143.90. T.' �' UM � • 4. SEE DWG C0001 FOR PIPING CONTROL TABLES. EXISTING / a _ I . O 12"SS IRRIGATION! 1 18"SS NOTES: CONNECT TO SLEEVE C512 MH148.64 DIA �v MH-5K1. PIPING INSIDE STRUCTURES AND TUNNELS IS EXISTING 6"NPW �l�� \ 12"SS RIM ( NOTE 2 SHOWN ON THE MECHANICAL DRAWINGS.SEE � N 640705.31 E 762148Q.4 (W)INV IN 145.00 18")I 72"DIA MECHANICAL DRAWINGS FOR CONTINUATION. % RIM 149.42 (N)INV IN 144.60(10°) 2. REMOVE EXIST 6"90 AND REPLACE WITH 6"TEE \ (S)INV IN 144.60(18") N 40641. 2E 7621494.96 (E)INV OUT 144.30(24") (SW)INV IN 140.73(48") AT TIE-IN POINT.INSTALL AN ISOLATION VALVE (E)INV OUT 140.63(48") ON NEW BRANCH.EXISTING PIPE MATERIAL AND ADDITIONAL MH CONTROL DATA DEPTH IS UNKNOWN.CONTRACTOR SHALL FIELD MH-5L 48"DIA ® `QO VERIFY EXISTING NPW PIPE BY EXPLORATORY RIM 155.23 /A MH-5H(72"DIA) 41)\\ \....\--__ QINVESTIGATION PRIOR TO ORDERING MATERIALS. I \ \s. -:\ \ N 640599.38 E 7621382.44 1, RIM 157.91 \ (S)INV IN 148.30(12•) `�+J, r �� N 640498.87 E 7621224.00 3. TIE-IN POINT FOR SODIUM HYPCHLORITE(SW)INV IN 147.70(18") �•°_�•�� (SW)INV IN 150.91(48") IS IN ©IRRIGATION all* / �I� ��M1'. EXISTING FILTER TUNNEL.PENETRATE EXISTING C512 SLEEVE (NE)INV OUT 145.55(18") T '/ (E)INV OUT 150.40(42") TUNNEL WALL BELOW-GRADE AND CONTINUE I).. V PIPING INSIDE TUNNEL TO TIE-IN POINT AS I V MH-5I(72"DIA)M 155.75 SHOWN IN DETAIL F/MT502. ore 48 SE+', (2)1.5"FLEXIBLE TUBES SHALL BE INSTALLED IN SECONDARY //�� NR1640512.74 E 7621322.73 4 A 6"PVC PIPE IN BURIED LOCATION(BETWEEN 425VSG811 = CLARIFIER 3 �'"""�• I. 48"SLIDE GATE I (W)INV IN 150.00(42°) FILTER TUNNEL AND SECS). ,a�, n� o (TYP OF 3) • (SE)INV OUT 145.37(42") NOTE 5 SEE DWG SS301 FOR '1® ;,c. • 5. EXISTING 18"SAN SWR TO BE REMOVED TO MODIFICATIONS TO �� 1 0 48"SEF i Voc FACILITATE EXCAVATION N C ION AND PIPING EXISTING CLARIFIER -� m *�i��, 48"SEF/FEF AC INSTALLATION.REPLACE IN KIND AFTER gm382 sI�r.�• faINSTALLATION OF PIPING. SECONDARY EFFLUENTJ s �' °�� \ _ MATCH LINE,THIS SHEET _*o c MH-5J 4"DIA _ 6. SURVEY INFORMATION FOR THE AREA NORTH OF Igmi COLLECTION �/ �il�-►I� RIM 155.87I ! THE SURGE BASIN WAS NOT AVAILABLE DURING I 1+1sN 40572.36 E 7621363.44 ! AC 54"SE-1 (2)1.5"SODIUM\ DESIGN.INSTALL 6'SSC WITH UNIFORM SLOPE STRUCTURE(SECS) //:// (NW)INV IN 142.20(48") I HYPCHLORITE; ♦ / • - ` TO EXISTING SAN MH AT IE SHOWN. 111 MH-5S 48"DIA ��� `� (SW)INV IN 143.68(30") *IN • t 54"SE-2 ./••" \ NOTE 4 CONTRACTOR SHALL POTHOLE AS NECESSARY. RIM 157.05 „��� 388 ----- 30"FEF; (NE)INV OUT 142.14(48") "!�� N 64055320 E 7621294,91/ /��,j " SEE PROFILE Atott, !g,ISHEET CU804(N)INV IN 148.00(12") /" (SW)INV IN 148.71(18") \ ," IRRIGATION E ROUTE SODIUM (NE)INV OUT 147.90(18") ( !D m \ , / 10111.4%ihn, HR y0 IN 1� SLEEVE Cv12 \ FILTER TUNNEL; ` (2)1.5"SODIUM 12"SSNOTE 3;DETAIL \ �� ` ./ �/ HYPCHLORITE; \ / 54"SE-2 NOTE 3 y, ©PIPE THROUGH G F/MT502 \ 42"x30" • S102 EXISTING WALL v REDUCER \ \ i� 12"SS ► �� MH-51 CB-5F RIM 153.81 ::: >�� \ o*oD • / N 40517.14 E 7621385.11 \ %� EX CB RIM 155.21 (SW)INV IN 149.12(12) \ 00111.----"K/H-51-1.,, 42"PEF / 640488,15E 76 1327.78 (N)INV OUT 149.02(12") \ � I \ il." I f a®/. i161i (NE)INV OUT 149.70(12') \ ' W _ _ Az,471�•- • _ �� AC SECONDARY EFFLUENT i //oIQ MATCH LINE,THIS SHEET DISTRIBUTION pa STRUCTURE (SEDS) ,E�°PROFF 121 . Cg aGINPF IO QDRN:SMM at, MARCH 2018 PRO NAME: SHEET TITLE: SHEET:45 OF:288 °WG° • tally u, CLEAN WATER SERVICES CIVIL OREGON DSN:DAC DWG*. CU104 THIS BAR IS ONE INCH ,�nW S�IVIC�S BLACK VEATCH DURHAM AWWTF UTILITIES oA°5: 3/13/18 ''4 \q' W CHK:RT CAD Ft.EM1: wg WHEN DRAWING IS FULL Q - o Cu1o4.a CU1 04 "9 2° SCALE. Our commitment is clew. SECONDARY TREATMENT SYSTEM ENLARGED PLAN 3 PLC« qyO CIEN�' APPD:SDG scA�E: AS SHOWN EXPANSION PROJECT RE c REvx DATE [RN APPD DEscRwnoN 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 CWS 6757 EXPIRES:DEC 31.2019 PROJ 4: ENGR STAMP: I 175 175 175 175 EXISTING GRADE 175 FINISHED 4' 0 4' 8' AERATION a EXISTING BASIN 5 __ _ Ti.----- - VERTICAL SCALE 1"=4' Z c AERATION BA IN 4 170 w O — J w (BEYOND) 170 20' 10' 0 20' 40' U' Oct F — d 170 _ 7-GRADE 170 i v Z p w . \ N I- r EXIST 42"PE \ HORIZONTAL SCALE 1"=20' o S Z Z N FINISHED GRADE ( W°'WZ rn \ t C/LEL159.7t M an a Q Z F V • o ` '� /--APPROX Z m -AERATI i BASIN 5 R WN 3 W 165II +x o m O& + §I) �� EXISTING GRADE �I a N m GENERAL NOTES: Q?W HZMW ZWw \ - — - - ,�.s ,� 165 165 +XOJ 165 m w-Z J o�, + Z w w +a q 1. ALL PIPING UNDER STRUCTURES m m F 3 O LL O v v \ �. Q‘_co w v v 8 a s,�„ SHALL BE CONCRETE ENCASED ` \ v co co M w PER DETAIL AS005. 36'LPA \ \ \ � r 160 l=50.30'.S=000% \ "- _,_------ 160 . --- 2. A MECHANICAL JOINT SHALL BE -� PROVIDED WITHIN 5'OF ALL 24"LPA 160 t60 J 42"PE 160 PIPES 4"AND LARGER ENTERING L=3.41', \ ELECTRICAL DUCT BANK \ _ -- -L=7.88',S=0.00% AND EXITING A STRUCTURE. 1 �� 111 S=99.48% \ — — — �j 42"PE SEE MA101 FOR L=3.42, CONTINUATION nl 155 S=0.00%I I 155 t55 J 36"LPA 36"LPA 155 24"LPA / 36"LPA \ L=104.65',S=0.00% L=73.36',S=0.00% 42"PE \ �� 42"PE I L=6.50', L=1.19, \ 1-L=3.43',S=0.00% 5=0.00% V S=100.00% S=93.86% o Z o O O� v c 3'Jg - v 150 +Zww oar + mWU� - m m� 150 150 �n tic:X150 NvU co Tr la w-i ~rood MWI +X 3 +x 3 mcornU zOwJ XjJ ZO_caW cZ w tas TUNNEL----.- V 8 vi 8 �N J vwt3 vv c3 1•u 145 145 I -0+20 0+00 0+25 0+50 0+70 EXISTING --' PROFILE-42"PRIMARY EFFLUENT TO AERATION BASIN 5 STEP FEED I 140 -0+20 0+00 0+25 0+50 0+75 7+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00140 3+25 3+35 165 165 PROFILE-36"LPA �APPROX.EXISTING GRADE r� a 3 CS o w 11 175 175 760 \ — _ F - FINISHED GRADE _ I — APPROX.EXISTING GRADE _ _ ' 160 i170 , . -- --_- \ _ ` _ _ _ — - - --- L 170 155 11 y 155 \ N FINISHED GRADE V �N' w_ a-3o1- •165 N. `/ f Na3v� \ \ \ \ 165 150 X J 0 SECONDARY CLARIFIER 5 al <z w W 1� I \ \ _ — PE FLOWMETER TUNNEL o o 01 N = VAULT w 4.1 C1 160 II- tri 4w 160 145 I 42"PE 1 145 L=19.95',5=0.00% --_ ...) 155 4?•PF EI In I' PII 42"PF I _ 47'PF _ 155 140 / / 140 L=11t.59',S=0.00'' - ,ild I l =49.08',5=100% L=88.00',5=0.00%111111E11E SEE IL. CONTINUATION 24"PE , 24•PE ab ON SHEET MP101 L=10.29',5=0.00% L=6.29',5=0.00% 2�OS Cit' �" SEE MT103 150 - X ( FOR CONTINUATION I Z MAGNETIC F150 135 -__ . - �1pgy 135 w ��' TUNNEL) LOWMETER 24"RAS X J L=67.51',S=0.00% „z W TUNNEL , w J CM i--DJ U 145 145 130 130 I -0+20 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+29+30 -0+20 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 o f PROFILE-42"PRIMARY EFFLUENT TO AERATION PROFILE-24"RAS pq o I BASIN 5 ANAEROBIC&ANOXIC ZONES 9< o,t C9' GI"4‘,,,, . Qu01 le ,:l4 93170. + SMM MARCH 2018 enwronMm: SNEErlme: SHEET:46 OR 288 DWG A: tally Sig = �" DAC Gg cuaol CLEAN WATER SERVICES CIVIL ' OF THIS BAR IS ONE INCH �`�• DURHAM AWWTF PLS: 3!13/18 OONs CHIC:RT DAD MEs: CU801.dwg WHEN DRAWING IS FULL C Wer ..cisur 7G1 p SLACK&VEATCH UTILITIES CU801 q"9 Zo'` PHASE 5 SECONDARY TREATMENT PIPING PROFILES 1 PLC t. SCALE. Our commitment is elect. SYSTEM EXPANSION PROJECT naP3 , sr c. AS SHOWN 6757 e S �v a DATE 0"r, Appt7 DESCRIPTION 2550 SW HOIeNoro Hwy. Hillsboro,Oregon 97123 9379 PCWSROJ e" EXPIRES:DEC 31.2019 I 165 t� 1� [-APPROX.EXISTING GRADE 165 CLARIFIER EFFLUENT BOX i _ _ — — _______y•-FINISHED GRADE 4' 0 4' 8' APPROX.EXISTING GRADE _ — — — — _N — SE CHANNEL 160 ` -` - --1.— — — — _ — — — — — ' VERTICAL SCALE 1'=4' 180 1_ — _ _ _ _ FINISHED GRADE t� 1 _ t� 20' 10' 0 20' 40' 1 — i� ----- -� _ HORIZONTAL SCALE 1'=20' II 48"SE L=8.65',S=0.00% �_ELECTRICAL DUCT BANK ` 48"SE 155 `. _ _ --L=10.12',S=0.00%-, _ 155 1s5 AERATION BASIN 5[___ n 155 GENERAL NOTES: 1. ALL PIPING UNDER STRUCTURES SHALL BE CONCRETE ENCASED I _ - _ _ 48"SE 150 L=210.52',S=0.00% - - - 48"SE PER DETAIL A/S005. L=29,48',S=0.00^6 2. A MECHANICAL JOINT SHALL BE . 150 — \,o 100 150 PROVIDED WITHIN 5'OF ALL 150 +2 m C9 PIPES 4"AND LARGER ENTERING Fa°+W C&O AND EXITING A STRUCTURE. N W Q N C NcoW 145 _� Z3S / mZ3Si, 145 II v� '8 �i v0.� m m��0� - 145 145 m3� N{° +Xm_y N Xm v O W W +Xm J a�w� ZW W +NM allyl J w J N W v c L' a co v. v v U SECONDARY CLARIFIER 5-/ m4Sa 140 —afM n' ymw 140 140 m.00$ -7----7---------------- 1 Lao I +v- °a �XW w Ato� �Zw 1- +°t2 ti 4- W 135 - - - - 135 _ 48"ML - 135 135 L=69.42',S=0.00%. .------- - L='t 1 130 t3o ' 130 130 48"ML 128 128 L=16.41',5=0.00% -0+10 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 AERATION BASIN 5 I I PROFILE-48"SECONDARY EFFLUENT 125 EFFLUENT BOX 725 -0+20 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 1+gp PROFILE-48"MIXED LIQUOR TO SECONDARY CLARIFIER I 175 ( 175 170 170 8Z,?' I STA 0+17.21 �pm N?3$ 'z e ooi o) N o O m ELECTRICAL 10 IN X 10 IN D- w O r+m O N m O o m DUCT BANK m I, i3 coN ,.-mm N-m, I aZww 90°ELBOW +oma TXW,- �Xlj� +XW- no uFiEmU I r C/L EL 164.00 F W ��a� �mrn� �aorn� — "� 170 165 °7 U U U 10"PD 165 �\72/--, L=24.03',S=0.00% \ / I = FINISHED GRADE �\ APPROX EXISTING GRADE cm m S' Z t° 165 m o 3 m o 03 APPROX EXISTING GRADE .r- �m qi g_ _ STA 0+42.70 • - +X 030 +X m-I 165 180 — i7 a 2 160 10"PD 10INX10IN NZww NZww _ — +N� I L=4.08', 45°ELBOW FINISHED GRADE y v U t~n v U _ _ — — _ — — _ 2'a et�\ S=0.00%-iC/L EL 164.00 nt TUNNEL m I N.. 10"PD — /\ 180 10"PD L=5.29',S=100.88% — -,— 160 155 L=122.57', S=0.000 ~ 755 TING L=10.3T,I I FAD S=0.00% V - - - - _ _ _ - - - 41 24.63', ( V 10"pp z� 3-0.00% TUNNEL L=0.00', STA 0+48.75 STA 1+40.89 1 — — — _ — — 10"5% — ir 155 —S=VERTICAL x 10 IN X LOIN 36"LPA (fl1 L=3.53',S=39.15% n o 45°ELBOW IE 153.53 10"PD 155 150 150 I L=240.00',S=0.00% I`o m N w m CIL EL 157.90 �� 1 7 +0-r� STA 1+47.60 - - Folz w r- 18"RAST 10"PD CONTINUES TO TUNNEL, EXISTING TUNNEL r~iloFd NVW IE 154.25 ,/-TUNNEL 150 SEE MT102 FOR CONTINUATION -0+20 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25150 145 I -0+10 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+60145 PROFILE- 10"PD ol- PROFILE- 18"RAST PROP ❑pI a9�aGIN%, . > DAN SMM gm MARCH 2018 PRO+NAME: SHEET 47 288 �� CLEAN WATER SERVICES • CIVIL sNEEr: �: tally Sig -' D� DAC D CU802 THIS BAR IS ONE INCH DURHAM AWWTF WET !�1 W � ` DAA: 3/13!18 „ o I N� CHIC RT CAD ESE*CU802.dwg WHEN DRAWING IS FULL CI IIW�CI SCIr. BLACK&VEATCH UTILITIES — CUHOZ asq a 2°, SCALE. Our commitment is clear. PHASE 5 SECONDARY TREATMENT PIPING PROFILES 2 PLC*. 4O ' D SDG SCALE:AS SHOWN SYSTEM EXPANSION PROJECT ."c REV. DATE DAN APPD DESCRIPTIO" 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 CWS 6757 EXPIRES:DEC 31.2019 PROD t ENGR STAMP: 1 170 170 4' 0 4' 8 �0m may I rn I,- Ln VERTICAL SCALE 1'=4' c b W 21:1r 0 10' 0 20' 40' rr= 165 — 165 165 I 165 HORIZONTAL SCALE V=20' FINISHED GRADE I FINISHED GRADE GENERAL NOTES: — 1. ALL PIPING UNDER STRUCTURES 160 —i- 160 16o r - SHALL BE CONCRETE ENCASED I _ — — — — — APPROX EXISTING GRADE _ r ,so / APPROX EXISTING GRADE PER DETAIL A/S005. 9 f _ _ _ _ _ _ _ _ _ _ _ J 2. A MECHANICAL JOINT SHALL BE — — — — — PROVIDED WITHIN 5'OF ALL PIPES 4"AND LARGER ENTERING I 155 TUNNEL-\ 155 155 155AND EXITING A STRUCTURE. TUNNEL TUNNEL I 150 p 150 150 150 zO zF u.1 ,—CLEANOUT -o 145m Di DJ I— n DX.J.1 o O z 145 145 $w' U C� � NZ N 1Z g 1z O az mZ in — 145 + rot $ LjM O— N m? ui a • T N V 0 m 90-z oXm� fO`tOr1 '�O� �X �'X + mXm� Q�OZ ZWWXmJ CO O J X J 01 d'Q WI QZW W NZOW W F V'WJ QF�WJ FZWcW� 17).vo J 140 — if<i'D U d5��� 140 140 lA � co.- U ti-)V (S rn i.-.5 140 — ' \ I135 ,35 135 !i �� i����, r��0 — — 135 14"AB4/D �" - 14"AB4/D L=58.80',S=1.21% CONNECT TO L=145.76',5=1.20% DRAINAGE PS,SEE L.=188.28',S=133% DRAINAGE P-CONNECT S,SEE 130 ' DWG MD101 I DWG MD101 130 130 130 -0+20 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 -0+20 0+00 0+26 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 IPROFILE- 14"AB4/D PROFILE- 14"AB5/D 165 165 ISECONDARY EFFLUEN- COLLEC-ION STRUCTURE(SECS) I teo \\\\ Iso ROX EXISTING GRADE 155 155 I n7 �I n 1 I 1 i 1 150150 8\U \-SECONIARY wW EFFLU T / I 145 _0 _.—e0O _ CHANN L u~iaW u~iet W �vW 111 140 140 -0+10 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 Flo, PROFILE-SE CHANNEL F 111 c' ‘4.G114.8$.. • '..1 OWG iV 93170.9 Q oRrt SMM ��:MARCH 2018iionilinum PRI:,NAVE SHEET TITLE: SHEET:r 48 OF:288 MG t CU803 • ta`iON THIS BAR IS ONE INCH CLEAN WATER SERVICES CIVIL •- p, G, CO �1 c _ DURHAM AWWTF ET: s/13N6 CHK DAC caDFeE#CU803.dtig WHEN DRAWING IS FULL C1eaIIWater JGi Vri CS a BLACK&VEATCH UTILITIES CU803 �q"s 2�C SCALE. our commitment i•clear. PHASE 5 SECONDARY TREATMENT PIPING PROFILES 3 PLC a, SDG $ AS SHOWN SYSTEM EXPANSION PROJECT LLo HEV# DATE MN ,PPO DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 CWS 6757 EXPIRES:DEC 31.2019 PROD& ENGR STAMP: 1 165 I 165 165 4 0 4' 8' 1 I 165 165 l 165 1 o LL ti I m n o VERTICAL SCALE 1"=4' -SECONDARY EFFLUENT O1 w SECONDARY EFFLUENT r w `l v• o a o SECONDARY EFFLUENT SECONDARY EFFLUENT z 20' 10' 0 20' 40' COLLECTION "a t z DISTRIBUTION COLLECTION Z DISTRIBUTION + o FINISHED STRUCTURE(SECS) v w STRUCTURE(BEDS) STRUCTURE(SECS) N w STRUCTURE{BEDS) \ F w I- W GRADE HORIZONTAL SCALE 1"=20' 160cn 160 160 -APPROX •'et- ` 160 160 (O to J 160 1 I `APPROX EXISTING GRADE 7 — _- — __- — - EXISTING _ — L " GENERAL NOTES: GRADE N — rpZ� — — — —— c_w 1. ALL PIPING UNDER STRUCTURES < SHALL BE CONCRETE ENCASED I 155 155 PER DETAIL A/S005. p 155 155 155 155 D ro n NI. 2. A MECHANICAL JOINT SHALL BE 06 +o w (t34 PROVIDED WITHIN 5'OF ALL o w PIPES 4"AND LARGER ENTERING p AND EXITING A STRUCTURE. CD U 6 150 150 150 150 150 U 150 0 54"SEI -z O las L 23.8 - - 54"SF-1 - - 145 145 32.U) - 54"_F1'7 - - 145 145 __-_.------ L=125.09',S=0.D0% E-2 ti- 145 S=0.00% S=0.00% L=122.02, =0.00% v 0O m cX mJ - - Q Z W co 140 O m 140 140 M) 140 140 140 O� mV- m4 i J ?up w +Z o iLl w CONNECT TO I- "' -' DRAINAGE PS CONNECT TO y""�O CNV SC5 SCUM WELL \ 195 135 135 135 135 , 135 -0+15 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 -0+15 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 _ I PROFILE-54"SE-1 PROFILE-54"SE-2 1a"sc 1a"scsr0 L=41.09',5=1.21% L=41.81',51.21°h 130 130 -0+10 0+00 = 0+25 0+50 0+75 0+90 1 PROFILE- 14"SC5/D 165 l n, n I 165 165 165 170 I ��......N l VSy10 CD� °0 p6iV O Ca W Q°0"�°O� 1 Q0•"aDN POw� NI _W O IOLLN 170 O+v�N2�v mZ4 CC to 0.� t}}+7 ao�`�.° � ON-0O �I(0 1.0 �0N yO1LL� �Q�N�MN • "t.. f` 07Z� O aD N� + ti W R t � r�� �p ••ONV V Q fV N Q��p t r �T �� O t t in---.4.In �� o Q`llJ 1-YO!44 ONW Qv-Nf7� 00 w O' pM` t N�O�-- S r a:u? h- t" ���O IQ-... ID 10 � - Qqw QOW -C� • iso --- -?Z Z f/A S _z j_ 160 160 i -?Z - 160 165 I z I- y CO "t;en a K te 50 EXIAPSTING GRADE 3 Z Z O W Z O z 165 I _ 5 _ J/ APPROX EXISTING GRADE z z Z co v Z N co WN 155 --- ` 155 155 / ` — - 155 160 160 I w vCONNECT TO n m N EXIST 42"FEF -m Nw \ / \ / , -- 1 150 / _ 150 150 150 155 42 IN PEF 155 \ / EF L=30.93',30 IN 2% L=99.70',S-0.40% / j 48 IN SEF/FEF _ 0"F� - - C L=148.54',S=0.95% 1-:----9" =79.25',S="-3-3% 31 - ------ L -__ ____48 SEF I 145 145 145 150 - I 150 145 L-=-15,707 - - 42"FEF - S=0.93% L=2.50, — S=1.83% U _ _ ,) 1 140 SECONDARY —� 140 140 w�— 48 IN SEF EFFLUENT z U N m 140 145 c�v->H,; i0v 145 COLLECTION v 0‘* L=19.18',S=0.70% a c4i W- in '03 STRUCTURE o X m_, X- � +X;L U U SECS QZ W W 1--NUJ ZCWV W ( j frl7�VU tO+ cofA TW3NU 135 135 135 135 140 i 140 -0+20 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 -0+20 0+00 0+25 0+50 0+75 1+00 1+25 1+35 -0+10 0+00 0+25 0+50 0+75 1+00 1+10 0'Qi PROFILE-48"SEF/FEF PROFILE-30"FEF PROFILE-42"PEF NF ,. w DRN.SMM Mt MARCH 2018 I PRCORPRO: 3170. I � BHEETTRI-E: SHEET: �: DWG Y. 4 DqN°DAC Dwo#:CU804 CLEAN WATER SERVICES CIVIL ' to GON 9 THIS BAR IS ONE INCH PLOT CHIC:RT CAD PILE A: WHEN DRAWING IS FULL CleanWater \�Services O BLACK&VEATCH DURHAM AWWTF UTILITIES r,-A% 3/13/18 — CU804 �q"9 °1� I Fa SCALE. Our commitment is clear. PHASE 5 SECONDARY TREATMENT PIPING PROFILES 4 xcs: HOq LLQ APPD SDG AS SHOWN �y�, DATE DRS APPD DESCRlPn0N 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT cwa 6757 EXPIRES:DEC 31.2019 PROD C. ENOR STAMP: i ' r V oi. . ,,,,,, ________ Ns� \\ Cf IIIIIIIIIIIIMIIIIIPIIIIIIFI tt SECONDARY/ ` i I o a ! ■■ CLARIFIER 3 , '�' II j �`� ' Ipst... II 1\ ki � Oil �� L. '�•I /d'fL/R • n .... k' �\�. �* ��., � 5, zoo* P "^tetI • ./7'YP) .,.. _____ ", 5�� ,! B' 3=L'�d'f" t%L'f j.;;=4:54:.41' =a" S=L."1°71'41% f•.Ly �i I �h 1 r-o" I ,..'-i' j !s'-6" r-o" L L" ......2,,,..17., ce '� ot•//rill, EXCESS FLOW WETWEL ' I ,Sc "� , .. <5,. SURGE BASIN 1 1 ( L' rf> r`L" r-L © I a REIk ft-4' ;*".;r"' Jrrf31 j . I °:- sus s>ges I I s;o 155 _�� �1 i :..><\1.:‘ E :, `-- j� ,3' <,' I a. LJ Y �. 3=J3 3 ciiwtt ' — onK I :.-=.4 gg 1 H-14 - rYOALL CaA' 11111111111L `I 4=0" •f t,1•• suNP I -';'741 \ \ \ o�� aN I II FLAN/aEra �rt� E4r�3zrrav \ \ali.<',i'\ i dEL/9�� ���i; 9" TYP rtAW PNOSPNORU3 CHANNEL \ 4'-0"x 4'-0" ri \ ALUMN HATCH \ I' IInIIiiiIY 1 ')\ cr�.'mrR.i6. NV / it P. GNLff6tti,Eta/1.560 NI I TERTIARY TREATMENT / I411 1 I ENLARGED PLAN LOCATION OF / '4I SCALE:3/16"=1'-0" I MODIFICATIONS, 0p OUTFALL PIPING / i1 / / ,r,,///// ,i-c',,-#r _ f MRAfET y I / t C+1sd/ .1%:, REL iSf.3j II ;� a �-EL/Sf,3j ' ,� dEYC'' \��pI� BACKWASH BASIN ° I INSTALL HATCH,SEE H d I� DEMOLISH / l� CONCRETE r wEJwftL ' o'" MODIFICATION DETAILS a71FAYELL • \ TOP SLAB ..t.#•s*<avc aaeeLoe Nr $ b fm"VC XEXT Ltd" H \ I aPEA�sZe4 8-03 EC YqR/ES ... v •-fT/L , # .P.6/Ei,4,ApC `� \ \ / „ =011 �fi v� fl/IL.fO � P/HLS ^y -4:::52P __-_ :- LM4'ELSYARfES-•� I' P CA['' \\\ / x 313TilJ `t7�f' - V ![t` 5- "11,0�} rl,(+W.h` EL/K.fB�V/NAR \ DEMOLISH PIPE _ w•#Ar-7v1su a • ; �I tir .r �/ FLUSH WITH WALLS ~� ��� I^ La EXcets r I /r'seofvc s. 1 We //W# / 'Fez fsf,c�o(TYPJ /r"��'y4 L� LO'EXCESS It&/f..00tra-PJ FCoq Ig� 7;44#; LLL 'I SEL f3Z.,5d `1 t 1 - <#.4./.075.0 ■■ ' VICINITY MAP ,�! s• . EE�Esyse SCALE:1"=50' I IL t :yam/t" { l;00:: INSTALL E x 7'x 1/2"SS �� 4i ia' 304 PLATE,WITH 1/4" I,� tie L I NEOPRENE GASKET _FAIT' �� j1 ° �I Availj ! _ ' Ir�fraeiz' fe�rr a �;�# a�ii iI .+To".urrklvPOR1If . ��j tom"!+ `. y ve -', t1, �>Ir 1)1"! , LOW I:s. ..vr"s�rravnar ti "i PtpSPHOR •rY�lLr' EfRP,e61133f7 ' _ p INSTALL 60" li •' ►� efRveuL1i.67 r St .. #5@6"EW W/ONE U4 ' ELS FLAP GATE .��� I ADDITIONAL BAR CHANNEL EXCESS fLOW �> EXCESS ELL 1''(rn> 3' 10 73/32" rs*staw WETWELL 'v' Of'Flat, WETWELL AT HATCH(TYP) 45,744L/L.4744T t'ivOLL ' rEltA39 1+'LEErE♦ i fas m Eq!/.K/lAP/OV Zl ilveLL �L. TOC EL 149.00 #5@12 EW i'1'PE✓r i�l i � reaA3' �� ,�lrL�r✓> 8-5/8Pihp. "DIA SS ADHESIVE ! I f S i ii r ANCHOR(5'MIN EMBED) "_ JO � , �t�l.,,, i IS •M `il "� "'�I "Il�,�tli'i i ►� ,Ji T (TYP ALL AROUND) III ALUMN HATCH ' � A I s osRof✓e t=o` fo t o3Pofn o <<o" #5@12 EWEF(TYP) v - - �'s�/r'� 0:-#".i17.,___Ai........:: � I Ni - - .ay®rr`j , 4 soft✓RE �e"4 , j mu� j�ii - Jc_ ! eirEXPANDABLE I� t — � �WATERSTOP u ...�� �iJid `�.� r.T.�r' MI • 1 (CONT ALL AROUND) j i4 1 ._..,r,- _,._44—...............i.,.. .. ADHESIVE ANCHOR .,,_ -"��`� I-•I - wjoL� 0Ve• *raw.- Te- (5"MIN EMBED) DEMOLITION SECTION MODIFICATION SECTION I MODIFICATION DETAILS SCALE:3/16"=1'-0" SCALE:3/16"=r-o" 50' 25' 0 50' 100' SCALE:1/2"=1'-0" I-- 1.‹ SCALE 1"=50' �D PROFF []I 0�5���G I N FFO 1..i GRNif< SMM MARCH 2018 PROJ NAME- SHEET:50 OF,288 DWG* : x"93170•L' -SHEET TITLE v�( CLEAN WATER SERVICES CIVIL t odEGoN DAC owcx: CS101 THIS BAR IS ONE INCH w�'v�1 ����yy�� �. `� DURHAM AWWTF SURGE BASIN MODIFICATIONS PLOT ATE: 3/7/18 a✓AN s 2o10 CHERT CAD FILE it CS101.dwg WHEN DRAWING IS FULL V1CaIIYvilll•r JC.z V1t;CS BLACK&VEATCH PHASE 5 SECONDARY TREATMENT OUTFALL PIPE - CS 01 .y I SCALE. Our commitment is clear. PLC hp CL �GSDG SCALE: AS SHOWN SYSTEM EXPANSION PROJECT on REVp DATE PRN aPpD DESCRIPTION 2550 SW Hiilaboro Hwy. Hillsboro,Oregon 97123-9379 cws 6757 EXPIRES:DEC 31.2019 PROD I! ENGR STAMP: — I BUILDING CODE ANALYSIS 'gym BUILDING TUNNEL BUILDING CODE 2014 OREGON STRUCTURAL Q Q SPECIALTY CODE I OCCUPANCY TYPE F2 CONSTRUCTION TYPE II-B Q ACTUAL AREA 11,035.71 SF I LEI W c ALLOWABLE AREA 23,000 SF - » ACTUAL HEIGHT 22.00 FT(1 STORY) ALLOWABLE HEIGHT 55.00 FT(2 STORES) DESIGN OCCUPANT LOAD 37 PERSONS _ [k rADA ACCESSIBILITY NO OCCUPANCY SEPARATION YES,1 HOUR AROUND » STAIR ENCLOSURE » .-1 FIRE SPRINKLERS NO,PER VARIANCE [ Q RECEIVED BY LOCAL PLAN » b REVIEWER 0 e 0 SHEET KEYNOTES 1 I q _ - v- » - - - =�E, _ _ = e = _ _ _ + 1. 1 HOUR FIRE RATED SEPARATION. 1 204'-0' - , fid I TUNNEL • ElEte =* 11 //— -- — -- — - - — ---- Ill"—„- -_-,T- r �!J i II19r 1 1:.ft (,..,,._.tel I I o E �EL 139.00 ._I 300SF/PERSON 37 F2 4 1 N D b LIFE SAFETY LEGEND // FIRE® EXTINGUISHER(FE) 1 ♦ X X”- PATH OF EGRESS TRAVEL AEEl1 —I !I 100SF/PERSON OCCUPANTS PER SF • 10 F-2 OCCUPANT LOAD OCCUPANT TYPE ® \ 1 1� CUMULATIVE OCCUPANT LOAD AT EXIT 11 ------- 1 HOUR FIRE BARRIER ® EXIT SYMBOL 1 a m I 2 �• v i1 P9 N11 1 i r 6`� 1 6' 32 1` 12 8 4 01!16 =1.-0" Ola v F , IIS ���! TUNNEL LIFE SAFETY PLAN clQl `--_ ' '�' 1/16"=1'-0" $D.qR S� c•S ¢ +�JGM ATE: MARCH 2018It -- Prsawrn�e sheer DUE: SHEET:51 288 avc• �,ti• PHI�LIIP�D" l� +RNPx AE100 CLEAN WATER SERVICES ARCHITECTURE a Rlsn ? iip D. THIS BAR IS ONE INCH _ PLcr c.eBR t WHEN DRAWING IS CleanWater Services BLACK&VEATCH DURHAM A1NWfF TUNNEL ire: 03/14/18 • SNA{$p r s . PHASE 5 SECONDARY TREATMENT LIFE SAFETY PLAN AE 100 ARI_„;19�,� 1 FULL SCALE. Our commitment is clear. PLOS y HPDR scuE AS SHOWN �� o� � , 2550 SW Hillsboro SYSTEM EXPANSION PROJECT 6757 OF DO' S Hwy. Hillsboro,Oregon 97123-9379 ays PRa a: ARCH STAMP:' IBUILDING CODE ANALYSIS BUILDING ELECTRICAL BUILDING I BUILDING CODE 2014 OREGON STRUCTURAL SPECIALTY CODE OCCUY TYPE F-2 CONSTRUCTIONPANCTYPE ACTUAL AREA(GROSS) 2II-B,419.17 SF ALLOWABLE AREA 23,000 SF ACTUAL HEIGHT 20.33 FT(1 STORY) ALLOWABLE HEIGHT 55 FT(2 STORES) DESIGN OCCUPANT LOAD 8 PERSONS ADA ACCESSIBILITY NO OCCUPANCY SEPARATION YES,1 HOUR AROUND STAIR • I _(102A) �(101A) (1016) FIRE SPRINKLERS ENCLOSURENO �\ 0 /I i o T0 SHEET KEYNOTES ( irsrArarermerstirAwasrl / 1. 1 HOUR FIRE RATED SEPARATION. i (1028) 46-8" — '/ % I 77 STAT 102 % /4 DN ._ ---`.'7'1----1 �1 / j f • I 1 • ( r € r >I' ELECTRICAL / .).- / }- ROOM 101 / ; /- c \EL 161.00\ / ' L 300SF/PERSON r 8 / I F-2 / 11 18.111G 7 ..iWt�-. '1 f / a L 9 / zi 8 °1 . �I. I 1 1 / y I 0- / y l.,l s / , '' ///////, //// — / LIFE SAFETY LEGEND ,,,, j i4 I e, FIRE EXTINGUISHER(FE) / �/).- 31'_6• �101C) _X X" / • ---) PATH OF EGRESS TRAVEL O i f FES, I r / 100SF/PRSON OCCUPANTS PER SF i • ' OCCUPANT LOAD �//////1///////////// t'///// //,/// %may F-2 OCCUPANT TYPE CLV I 1 I CUMULATIVE OCCUPANT LOAD AT EXIT I —•—•—'— 1 HOUR FIRE BARRIER EXIT SYMBOL I LIFE SAFETY PLAN OPERATING LEVEL ELECTRICAL BUILDING m CL N m V O N c° O a4' 2' 0' 4' 8' .F, •'"S�'''i i .i_aaaaaa� 1111.<-w 114"=1'-O" oi oI DI I ORIO a +�JGM p MARCH 2018limmumi pRawWe SHEETnTte: sn�-r.52 288 cm" 0.,.. PHILIP D — +RNP +►AE1o1 CLEAN WATER SERVICES ARCHITECTURE a Rish111, i fp D. Q THIS BAR IS ONE INCH M _ p�oT p*;BR c� a WHEN DRAWING IS CleanWateI Services BLACK&VEATCH DURHAM AWTRE ELECTRICAL BUILDING GATE: 03/14/18 . SHA -1j719 s • PHASE 5 SECONDARY TREATMENT LIFE SAFETY PLAN AE 1019 ARI_l l;I9 FULL SCALE. Our commitment 0 clear. pLCp: HPDR SCAM AS SHOWN SYSTEM EXPANSION PROJECT 6757 o oR`�� S REYn DATE Dari Awl DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 CWS F paa A. ARCH STAMP IGENERAL SHEET NOTES 1. SEE DRAWING AE501 FOR ARCHITECTURAL ABBREVIATIONS I 111 IS C_ 17-9" 43'4" I 2'-0" 4'-0" 10'-0" 4'-0" 9'-4" 8'-0" 8%0"A€1011 � Eaoz (1018) AEao2 II) --AE30 © - - --- - - - - - -- q - — - -i (1) ELO 4,8. + 3,�. fV '''''-'11 1 1�® .� j� . % _ -_� Y. .:.. B WPI _- _ 1 e r Ds / STAIR I I FE _ Q c /,\Jio' C L101A uau) 102 I j(1028) 14 © I I V I T DN I 0 SHEET KEYNOTES r dI / [i EllI A 0 Y 1. 4"CONCRETE BLOCK VENEER,REFER TO I I 7A ELEVATIONS 5 G' I I I II --�—-O 2. 8"CONCRETE BLOCK I I r . 3.. 1 HR FIRE RATED BARRIER 8"CONCRETE BLOCK L I WALL ✓/ I 13 I iiELECTRICAL 9 9' / I I ROOM I 4. PREFINISHED METAL DOWNSPOUT AND `� I I II 101 SPLASH BLOCK 5. CONCRETE FOOTING PER STRUCTURAL I r I L 161.0 / y I 1111 \E0\ / DRAWINGS IIII q AE503 6. POWDER COATED WIDE FLANGE COLUMN / 10'-0' I I _ IIIel 30.-8* ® Y PER STRUCTURAL DRAWINGS 1'-4 r, I i P 1'-4" 7. CONCRETE BOLLARDS PER CIVIL DRAWINGS,TYP IIii) 8. ROOF OUTLINE ABOVE,SEE ROOF PLAN. ... 1 11 O I I ✓. °.,I © 9. CAST STONE SILL " I �l ■ AE301 I I I ° � I 3 j 15 FR3, 10. INSULATED METAL PANEL © AE301 j 9� ;,. Iµ. I 1 O •0 v la it �'Ih ■ .• 11. STANDING SEAM METAL ROOFING —�Li — — — Ria L..n ®I ■■ ■ l 1 Y 1 ,/,/.///// r ✓�y I Ell AEEV01 ] 12. PREFINISHED METAL FASCIA 1 (( f C I 13. ELECTRICAL EQUIPMENT PER ELECTRICAL — 1 I I I.. II ® Y DRAWINGS /- 14. ALUMINUM CHECKER PLATING FOR CABLE TRENCH 2 I I ( (101C) ® PER STRUCTURAL AE302 I S I 11 F 1- 15. 6"WIDE CUT STRUCTURALOUT FOR ELECTRICAL CONDUIT PER i I � I 13 _ a �,I �1 I I 1 ✓✓✓ D-- 10 �� ARCHITECTURAL SYMBOL LEGEND I — — — = — — — O Cum)I DOOR 1'4" © 1 ��� AE302 101A) LOUVER ROOM NAME ROOM NAME&NUMBER I _ r 4 101 12.-9" 10'-0" 33' " _ OW WINDOW a 0 1 "N OPERATING LEVEL ELECTRICAL BUILDINGPARTIAL 1/4'=r-o" PLAN-CLERESTORY AE 102 1/4"=1'-0" 4'o co ii 2' 0' 4' 8' MI mm 1/4"=1-0" oi- ❑10 o CA owo � D ARc > +JGM �� MARCH 2018 5 `S't PROJNANE: SHEEP TIME' SHEET:5j3 OF:288 OWG# "", PHILIP D '�' ARNP DWG AE102 �` CLEAN WATER SERVICES ARCHITECTUREco a Rish D. THIS BAR IS ONE INCH DURHAM AWWTF �°E 03/14/18 • SHAM,KS " C(BR CAD FILE a: WHEN DRAWING IS C1eanWatei\�'Services - BLACK&VEATCH ELECTRICAL BUILDING PHASE 5 SECONDARY TREATMENT AE 102 �j ARI-11719 1i l v�� I FULL SCALE. Our commitment is cleat. FLOOR PLAN PISA H PDR AS SHOWN SYSTEM EXPANSION PROJECT 'OF OC-$ c REVA GATE DPo7 APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 ays 6757 PRa u: ARCH STAMP. IGENERAL SHEET NOTES 1. SEE DRAWING AE102 FOR ARCHITECTURAL SYMBOL LEGEND I 2 EQ EQ EQ EQ EQ EQ I 11111111 AE103 - :3441 1 33 tpE302 111 • Pr • - - - _ O E • AE503 i .1 I 9 9 --_-_ '-_-_- 3D8 I I I I O I I SHEET KEYNOTES '/ O &_ 1. HANGER ROD ALUMINUM CANOPY,REFER TO • SPEC 10990 01 a jSLOPE 2. PREFINISHED METAL GUTTER I i O 1"/FT 3. STANDING SEAM METAL ROOFING a / 1 4. PREFINISHED METAL FASCIA 3 ^Oa AE503 ` I I Y• © 5. DRIP EDGE ' \ 0 0 6. CONCRETE BLOCK WALL OUTLINE BELOW 0 a3IF �� —� SLOPE 1----, I- O - 7. 1-HR FIRE RATED BARRIER 2"/FT > \ O \ . I Im 0 1 4 : ce o Evo°' 1 • A , 1 I AEvot , ^ --1 L _ AE301 �J _ O g N 1 Qo -� 6 ' A 0 E302 Ill © .3 Ds 4, I t r O 1 I AE302 2'-0" NC- CONCRETE BLOCK OUT TO OUT=31'-11° 2'-0" 35'-11" CL 2 ROOF PLAN ELECTRICAL BUILDING (-2- ROOF PLAN STAIR AND CANOPY a 1/4"=1'-0" AE103 1/4"=1'-0" o N.- 0 4' 8' 4' 2' 0' N M 114"=I'-0u 0 I- IQ OD 0 0l 0�� Acer I > o�JGM MT£ MARCH 2O18 PRQ W A E SHEET TITLE: SHEEP. OF:288 pp09 8' PHILIP 13 �'� ¢ -- - �� RNP AE103 CLEAN WATER SERVICES ARCHITECTURE �T a Rlgn {pD. BLACK&VEATCH DURHAM AWTRE ELECTRICAL BUILDINGAE103 ARI-11719 THIS BAR IS ONE INCH 1111 rn DATE 03/14/18 • SHAM,KS CHK BR CADFlLER WHEN DRAWING IS C1eaRWater Services ® � FULL SCALE. oar commitment s • sear. PHASE 5 SECONDARY TREATMENT ROOF PLAN ic& 1 HPDR SCALE. AS SHOWN SYSTEM EXPANSION PROJECT OFO c 0550 DATE MW AFRO DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 #6757 ARCH S1 ,. IGENERAL SHEET NOTES 1. SEE DRAWING AE102 FOR ARCHITECTURAL SYMBOL LEGEND. I 2. SEE DRAWING S009 FOR STANDARD STAIR DETAILS AND DRAWING S008 FOR STANDARD RAILING DETAILS. I7-0" 4'-0" 1'-6" -6' 1 I 8' '-0"1 I 3 - — J I 1 (102A) �'. — I 14.----L B j-' :rig IPB® 0ere►.� if.:. T.O.M-STAIR-LOW Y' ��� �rL �L i EL 173.67 �(001A) v "(L102A) 11 ST111111111.41 (1028 A �r .1L1I Vj 1 S 1 L- I T in I 1 : � J 1 � � L7� EL 139.00 — I 1 `TT ' EL 161.00 ki _ %fie L L ! L DNI �gT Til [1-1._ 1. UP I mil I a y , - i__6 18 TREADS ft 11 !6'-0"! _7" fi'-3" .Z. '- SHEET KEYNOTES I j �a 'WWI — 1 z r ,_ I 0 4'6" L + 0 II'�„ i� i 0 a - T . I 1'--1 , ,_ L]__ ,` I II T_ '.L 7 __� • 1. 1 HOUR FIRE RATED WALL. ,. _ "-3'-6"-3' � • i L I \./ I a yg L 1 , co ( %I%� I^� OPERATIONLEVEL Iv z9 1co T1 111 re N. • C 4111*J3! Ii 1 I " ILI CO 44 ii 1 I i �1211 la i EL 150.00 - I I i 0 ° I pi AE301 4 AE301 iv I I p1;171i9"..4411111PI R — A 1 ! Nv iI .al0l I C \ \ I 1 q A 1 4 `$ 18 TREADS 11"=16'-6 " L_ -�1 i I►•I to csi Ark Ali,0 tn re AE104 AE302 AE1 n N '-4 2" 8'-6" 8" ,- 8" 1 r' TUNNEL OPERATING LEVEL 10'-0" !1'-4" EL 139.00 ISTAIR-TUNNEL LEVEL STAIR-OPERATING LEVEL1 STAIRS SECTION 114"=1,-0" 1/4"=1'-0" AE104 1/4"=1'-0" I I a a2 a c.. Ti, 4 2' 0' 4' 8' C; i _ _ 1/4'=1'-O I 00 w>IJGM MARCH 2018co `��� Dc�✓ g< PROJNMAE� SHEET TITLE: SHEET: OF:266 °' Ui PHILIP I) '� +RNP AE104 CLEAN WATER SERVICES ARCHITECTURE a Rish p D. THIS BAR IS ONE INCH DAT DURHAM AWWTF 03/14/18 • SHA1F,KS • SBR CAD FILE dt WHEN DRAWING IS - CleanWater Services - BLACK&VEATCH ELECTRICAL BUILDING AE 1 04 ART-11719 P -p'i. I FULL SCALE. _ Our commitment it clear. PHASE 5 SECONDARY TREATMENT STAIR PLANS AND SECTIONS PLOP APDR s0N.E. AS SHOWN SYSTEM EXPANSION PROJECT '4 of ov-v o REVS DATE DAN afro DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PQlp.6757 ARCH STAMP: 1 GENERAL SHEET NOTES 1. SEE SHEET AE102 FOR ARCHITECTURAL SYMBOL I LEGEND. 2. GRIND SMOOTH SPLIT-FACE BLOCK @ EXTERIOR WALL PACKS FOR FLUSH INSTALLATION WITH BLOCK,CAULK ALL AROUND. 12 L101A 3. CONTROL JOINTS(CJ)INDICTED ON ELEVATIONS FOR BLOCK VENEER ONLY.REFER TO 2[ --- STRUCTURAL DRAWINGS FOR CMU BACK-UP 5 WALL CONTROL JOINTS. 12 I T.O.M-LOW POINT _ - = 1 O - T.O.M-STAIR-LOW EL 174.33 © .� --_-- - _ = � --! _ a inimmitc. EL 173.67 I ---------------R Oj- _�„_ =,_��ii EL 171.00 i =�®4� J®iimsm R . 4 0' MOM ® • 10�� �_ -_ ®�11111�. ® �' INIMIE �■��®fes I �■■fflffff�ffffl�� ® fff�ffit�® 1� ffI■fes■■ BM ,- .�f� �i fffisson f** 3k4* 0 ff®■: f1 , m 10 � 0 SHEET KEYNOTES 0 �■:: gym■■ .......... 1111111111111111/1111•111111111.1111111•1M1111111111•1111111•111INIMININIIIIIMI■ 11 1. SPLIT FACE BLOCK VENEER I -fes- ........m. ------ 0 .....110111111111111111111•1111 ���■��■■ 2. SMOOTH FACE BLOCK VENEER =�M 111••••111111111= 11•••11111M•11111111_ OPERATION LEVEL (1016) (101A) CJ (102A� EL 161.00 3. 4'-0"CAST STONE SILL,MITER @ CORNERS 4. INSULATED METAL PANEL NORTH ELEVATION 5. PREFINISHED METAL FASCIA/RAKE 1/4"=1'-0" 6. PREFINISHED METAL SOFFIT 7. STANDING SEAM METAL ROOFING I8. PREFINISHED METAL GUTTER 9. PREFINISHED METAL DOWNSPOUT 10. STEEL WIDE FLANGE COLUMN I PER STRUCTURAL DRAWINGS 11. CONCRETE FOOTING PER STRUCTURAL DRAWINGS 12. CONCRETE BOLLARDS,TYP PER CIVIL DRAWINGS 13. HANGER ROD ALUMINUM CANOPY. 14. CONTROL JOINT(CJ) O 15. METAL PANEL JOINT(PJ),TYPICAL I I .0 16. CONTROL JOINT @ INSIDE CORNER 17. COUNTER FLASHING&ROOF FLASHING 0 T.O.M-LOW POINT EL 174.33 18. PAINT EXPOSED STRUCTURE TO MATCH ROOF 1-� ! :N.._ (EXTERIOR ONLY) I 19. EXTERIOR LIGHTS PER O T.O.BLOCK VENEER ELECTRICALIlf�l��®� EL 171.00 __ _� 20. EXHAUST FAN PER MECHANICAL DRAWINGS O �mumu f�ffffflfmffifoff' ®�11■O�i®® 2 _ a�1ff f�fff■11111=®I�®■■1�f�11■ �fffff 1111®f®■� I l' 1 I 21. DUCT PENETRATIONS PER MECHANICAL DRAWINGS I X11•® ®1.11. 1®f�fff■®1��■■_.. s. - 13 �1'0" 1,0"�i�f�ff■I��f�f�ffffi�®�ifff■f��1���1i� 1 1i-1■-�1 ■-fff■fes-fff■---NIMEM f�®ffi MEMENIE - ;, 1111®1®1 1110111.® f>�■■��EMENIXI®IME�®1 111111 11111111101 111111111111111111111 11 1- 1 1 1 1 1 1 1 1 1 1 1 1 ( 11 OPERATION LEVEL a DS CJ (101C) ` CJ CJ DS EL 161.00 oo. 19 19 N _M EAST ELEVATION N_ N 4' 2' 0' 4' 8' w1/4"=1'_0" o ARe Qo -- --- - - ������IP 0 - OMJGM DATE; MARCH 2018 PROJNMAE: SHEET TITLE SHEET:56 OR 288 DWG y' PHILIP�D, +RNP ►AE2o1 ��� `� CLEAN WATER SERVICES ARCHITECTURE teI a Rish romp D. q THIS BAR IS ONE INCH \\\ DURHAM AWWTF ELECTRICAL BUILDING ^ . ° 14/18 • sHA{BViN�,, gR �FILE x WHEN DRAWING IS11111 CleanWater Services BLACK&VEATCH AE201 �� ARI-11719 p� PHASE 5 SECONDARY TREATMENT ELEVATIONS c, Our commitment is clear. SYSTEM EXPANSION PROJECT 9j�OF og�' PDR SCALE. AS SHOWN FULL ALE. aEva onTE MN.nvro I naso- 6757 DESCRIPTION --- -- 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 prNs x ARCH slaw: IGENERAL SHEET NOTES 1. SEE SHEET AE102 FOR ARCHITECTURAL SYMBOL LEGEND I 2. GRIND SMOOTH SPLIT-FACE BLOCK @ EXTERIOR WALL PACKS FOR FLUSH INSTALLATION WITH BLOCK,CAULK ALL AROUND. 3. CONTROL JOINTS(CJ)INDICTED ON ELEVATIONS I O O 0' FOR BLOCK VENEER ONLY.REFER TO STRUCTURAL DRAWINGS FOR CMU BACK-UP WALL CONTROL JOINTS. T.O.M-HIGH POINT EL 179.67 - \__,C9, I 0 4 I T.O.M-STAIR-LOW EL 17&67 ,/:._ _,--.. -7 immumMMEN=imim=iiiiiiimmisumi O I . i� � i®Iw� ®�®■� w L� *1,;- ___O SHEET KEYNOTES ® : �111o�0■11lmlf�m11lmtm�®®I� �®■�a ®N + Jr ���111111�mlt�imlmffi�mli�millEBNimi �m111 1``- 0 �11�10�1�4�1!1111®�1111I111111i�90i10�I��� 1 20 I I i I F# 1. SPLIT FACE BLOCK VENEER I T 7 -/10�=1111111111NE1111111MMIIIIIIIMAIIIIIIIMIMIIIIIIIIIIIMIIIIIIIIIII -0 2. SMOOTH FACE BLOCK VENEER ® m��m■�m■�m■�m■m■���Isimm��ml _ ����� �-�l �_�_����������WA��� 3. 4'-0"CAST STONE SILL,MITER @ CORNERS OPERATION LEVEL - �����MI �������/���� © 4. INSULATED METAL PANEL I EL 161.00 L102A)CJCJ 5. PREFINISHED METAL FASCIA 0---/ 9 16 6. PREFINISHED METAL SOFFIT STANDING SEAM METAL ROOFING Il. WEST ELEVATION 8. PREFINISHED METAL GUTTER 1/4"=1'0" 9. PREFINISHED METAL DOWNSPOUT 10. STEEL WIDE FLANGE COLUMN I PER STRUCTURAL DRAWINGS 11. CONCRETE FOOTING PER STRUCTURAL DRAWINGS 12. CONCRETE BOLLARDS PER CIVIL DRAWINGS 13. HANGER ROD ALUMINUM CANOPY T. O 14. CONTROL JOINT(CJ) OEL 179.67 HIGH POINT © 15. METAL PANEL JOINT(PJ),TYPICAL EL 179. I 0 r2 © 16. CONTROL JOINT INSIDE CORNER =�2 O 17. COUNTER FLASHING&ROOF FLASHING O T.O.M-STAIR-LOW © . i I T.O.M-LOW POINT 18. PAINT EXPOSED STRUCTURE TO MATCH ROOD EXTERIOR ONLY) 20 EL 174.33 ( Y) EL 173.67 - - - 3 I ... •�� © 19 O 19. EXTERIOR LIGHTS PER ELECTRICAL _ m-imagnemem - _ \ O O 1lmimmml'®�/� �!�_ �, 20. EXHAUST FAN PER MECHANICAL DRAWINGS i 00 nm®mmmimlPANmEm MENOM �iniME®I�M ��SEMMEm MUMMEM MIEM 1I�'- ® 21. DUCT PENETRATIONS PER MECHANICAL DRAWINGS illinn®■ms®/ ®�raiiMMsEKOM t®BISNKOM_E tiii 1N11E®1®®NOMERE E_MEMO 1 0 `2®i®(1�m1rf�0�■11rC®!mm oimi�11sommi mi®®!�®ems _ ®imliil�J11me®11�m111m■m �l�11rmm�11�11mi11m111®11®l11mi��l�im�Isml11m\ m11111r1111111®�mmmRmm®ImI•�Im111��m11mlm�®m1111111 ®• 07 i, M 10 WEE�8�®�1111IO11DIE��I� iIIIIRIQI�1i�m111m111�m■MTII MI= MEI 11®�1�11� mm11��Im1111�im1�11®fm���mEm�0 110 11 m!■■m0m11111®®�ml�m�im�m>am■m1Im�1®modm�®I®imHmll�sal0 ®® 0 1 0 y� 11•1���1•S�m�m■MI�m■�m■���m■ III I 2 IMm�m11m■m■m�m�nmm■�m■m■m■m■�m■m■��1•m■�m■ ' 0 OPERATION LEVEL it IGAS' I a EL 161.00 CJ 'I •> CJ CJ � Ih" N- SOUTH ELEVATION N 1/4"=1'-0" 4' 2' 0' 4' 8' V .4 1/4"=V-0" 0,1- ala - - -ORM ����ARo� Ira>2 JGM DATE MARCH 2018 PRQINAME: SHEET TITLE: SHEET:57 O:288 mate {', PHILIP D "- +RNP + AE202 CLEAN WATER SERVICES ARCHITECTURE - a Rlsh op D. Q THIS BAR IS ONE INCH _ PLor 1p� C BR CAD Fut WHEN DRAWING IS CleanWater Services BLACK&VEATCH DURHAM AWWTF ELECTRICAL BUILDING ATE: 03/14/18 • SHAWN�JF,KS • PHASE 5 SECONDARY TREATMENT ELEVATIONS AE202 ARI-11719 Op� FULL SCALE. T _-- Our commitment is clear. Pica: I HPDR SCALE AS SHOWN REV DATE oRN appo' 2550 SWHillsboroHillsboro, SYSTEM EXPANSION PROJECT 6757 N OF OR4 S OF.4CRIPTIaN Hwy. Oregon 97123-9379 PRRQI u ARCH STAMP- i I 2".-0" Q FROM FACE 75/8^ GENERAL SHEET NOTES AE503OF CMU BLOCK - 1. SEE STRUCTURAL DRAWINGS FOR VERTICAL REINFORCING AND BOND BEAMS IN MASONRY DESIGN. I 0 1 1. _1Z I 2. SEE SPECIFICATION SECTION 04200 FOR '1 nran 2 HORIZONTAL JOINT REINFORCING. �IAiillllllllilllllllllunum�,,,...!1�, '� �"II�IIII`1 -111gIlllllllllllllllllll-1@un' I � ► r�'n'-1�I�IIIIIIIIIIIiiiiil111llllllllll 11 I �. .: „,„ , r� ^�ia�"' T.O.M-HIGH POINT I EL 179.67 I I�� A 14 L ��- J I 0 , .� IQF AEQ5038" FROM FACE Q AE503 16 OF CMU BLOCK AE503 H2 I I 16 ® `--._fi._._.-, I 12 IIIIIII, �inulnri�i 12 ® I �i.mmnnlnl - I �nnlnnnnnllniniu�ri - 2 I 1 __.- �,�,�� �r�pp,„..- -...ilii%uimiiim�uriim u'''n,F 0 SHEET KEYNOTES iirnunnnnllnnnmm�nnnnnnnln�.� �:,,,�,► �Innlnwl °iin ���r I `r --- mini • �r�.'^ nlryp InnliniiilliilininlnnnmOn-ll�unll�!_ I � I '►�,��-= . I T.O.M-LOW POINT RIIIIIIIIINNIM"""' �' --- - -- 1 SMOOTH iniro�.... T EL 174.33 H FACE BLOCK VENEER �� T.O.M-STAIR-LOW _ _ J afr i 1T EL 173.67 ® Brill I 8 2. SPLIT FACE BLOCK VENEER AOI I O 3. 2 1/2"RIGID INSULATION(R-11.4) { i f' ah 0 4. FLUID APPLIED VAPOR BARRIER I ��D - - - - - -� ' L - - - -Ili / - -�' Q AO �' O 5. 8"STANDARD FACE CONCRETE BLOCK 7 AE504 mI '' 6. CAST STONE SILL io O " nI 0" III0 T.O.BLOCK VENEER 7. INSULATED ALUMINUM COMPOSITE METAL I to 0 v IIID ISJ I II 0 EL 171.00 PANEL OVER METAL FURRING AI ! All ��wil 8. PREFINISHED METAL GUTTER re 11 © �I to 9. PREFINISHED METAL FASCIA/RAKE w, ©'-' r or ur IIV „, P 0 m II! To i r I % 0 10. CONCRETE SLAB PER STRUCTURAL DRAWINGS jII aD K. in! ( f✓ w 11. CONCRETE SILL U P 4 " w 1 12. HANGER ROD ALUMINUM CANOPY,SEE DETAIL O 0" 14 / w © r p H/AE504 I m 4" r 5"�/ 8" y ELECTRICAL !' U tet! STAIR ROOM O A S m 13. BAR JOIST PER STRUCTURAL < I- Y I 102 101 V II < DRAWINGS a I I_ 0 p' m' �II 14. METAL DECKING PER STRUCTURAL DRAWINGS I 03 �." II xII � o. to 15. 4 1/2"RIGID INSULATION(R-20) co 1 U © I�� © 16. STANDING SEAM METAL ROOF SYSTEM ro `. >® III��� °II 17. PRESSURE TREATED WOOD 2X NAILERS AT ' © ° VIII �� ROOF EDGES "' 5 i 'd� w % r. III If r 18. PREFINISHED METAL SOFFIT Or 8" p w r �� �I Q 19. TOTAL FLASH CAVITY WALL FLASHING& LL r ®�� LL DRAINING SYSTEM I O W O i< 111 _! 20. WEEP VENTS O I IlZ! v re-.. ���"��III o Z c�a'a"CTRs umi'Y III 0 ailw U U O I• �. AE504 A© Iv 1 V Omw II I /1b® :1I 1 jtr4 III:• 0 11 °° .1_ I 'IIII // OPERATION LEVEL 10 OPERATION LEVEL j IIII' I i" OPERATION LEVEL 2 - - - J EL 161.00 - EL 161.00 EL 161.00 Ow, N ® .N St "-CO N co N 1 4 12" 6" 0, 1' 2' 3' (ThSECTION ("2-\ SECTION SECTION 3/4•=V-0" AE102 3/4"=1-0" AE102 3/4"=1'-0" aIQ AE102 3/4"=1'-0" 0 .,...,,g0l t�OD Ake ow+JGM MARCH 2018 _._... = PROJNAME: SHEET TITLE' SHEET:58 Cf:288 owG# U' PHILIP D t co ARNP AE3o1 CLEAN WATER SERVICES ARCHITECTURE a Rlsneil� p D. THIS BAR IS ONE INCH Poor DURHAM AWWTF aTE: 03/14/18 • SHAWNE,KS • r�cBR WHEN DRAWING IS CleanWater SeIV1CeS - BLACK&VEATCH ELECTRICAL BUILDING AE301 ARI-117 FULL SCALE. Our commitment;,sear. PHASE 5 SECONDARY TREATMENT WALL SECTIONS 9r HPDR srue: AS SHOWN REVS �� DM APro DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT , 6757 OF agti PRO.)# ARCH STAMP: IGENERAL SHEET NOTES 2'-0" FROM FACE 1. SEE STRUCTURAL DRAWINGS FOR VERTICAL Q OF CMU BLOCK REINFORCING AND BOND BEAMS IN MASONRY AE503 DESIGN. 0 2. SEE SPECIFICATION SECTION 04200 FOR 1 1 HORIZONTAL JOINT REINFORCING. II I _ IdidPi' II 1 1111 I- HI 0 zrll.i�nmmminr.nIInnnnnnunnnlnnnumnle ►.O 0 ►♦ 1 W B >. _ Ja. FROM FACE r Q 2-0° II18 / Cl) OF CMU BLOCK AE504 8'_ FROM FACE Q © ►♦ a �— r OF CMU BLOCK AE503 AE504 II O ,• > I� coo 7 ►� I I 0 .1di ^•IJ,, �„ ILLI a <a I I�i11111IIIIIIIIIIIitlii�l111ltntliilii�iIIIIIIIII I ► � 'i'VIII IIIIIIIIIIIIIIIIIll�t 111111111111111 �w O W n 10�11ouni1 iin11IImu II IN.—1 I �: n IHO N III mm�Imm�.mnmmr.:- I<G. > At ` 1 S ► 15 >- N OP % .., 1 I 1 1 irk 113 1,497 * ►� I b J L _ _ 'M' O SHEET KEYNOTES �� : I 0 0 i/ i 7 18 1. SMOOTH FACE BLOCK VENEER N I AE504 I -, _ , y 0 ' I 'Co 1 O I ►♦/ ° I �� AE504 AE504 1^♦1 2. SPLIT FACE BLOCK VENEER 0 �' mI m, O I ? II i I 1 O ro 3. 2 1!2"RIGID INSULATION{R-11.4) 0 I r 1 1 I �♦ °/,,7,1. JIl I III AM °° m +/ II ,� 1 © . ' 4. FLUID APPLIED VAPOR BARRIER I III I © . II { „s CO CO' m III. { 5. 8"STANDARD FACE CONCRETE BLOCK 61 , 111 Y - , 0 • II — Vo co m O II ./ I m 6. CAST STONE SILL II W F w O II r/ IZ 7. INSULATED ALUMINUM COMPOSITE METAL w 0 w PANEL OVER METAL FURRING tp • z I > 8. PREFINISHED METAL GUTTER n u 1'4" !Ei pi) O 4' 5w w w OU 9. PREFINISHED METAL FASCIA/RAKE II - 5.-5" I� w ct 4 CO w r, � 0 s w 10. CONCRETE SLAB PER STRUCTURAL DRAWINGS U Z U. 0 8 OU A Q 1 IIj O '. y I- (/ rff © Yoi _y ,+d� LL 11. CONCRETE SILL 0 cg Wre o m CO m O 12. HANGER ROD ALUMINUM CANOPY,SEE DETAIL I 0 51 0 HJAE504 ao5• 1 m S. U 13. BAR JOIST PER STRUCTURAL co I 9 f DRAWINGS O �i CO fe /� 14. METAL DECKING PER STRUCTURAL DRAWINGS l 2 'fit` Ire CO l� %a'� 0 15. 4 1!2"RIGID INSULATION(R-20) W U� r i inw 0 a LL LL 16. STANDING SEAM METAL ROOF SYSTEM 11� = w � w 0 f / 0 Fw (04 17. PRESSURE TREATED WOOD 2X NAILERS AT I Q • 1��®, • w w ✓ / i ROOF EDGES AE504 • I N v A© © rgii x 18. PREFINISHED METAL SOFFIT 5 V AE504 co 5 o -,,,,,„ 11O O O 1 —rte U 19. TOTAL FLASH CAVITY WALL FLASHING& I 11 N CO m �'� 1 1 I c, m DRAINING SYSTEM 1 OPERATION LEVEL c9 e�'III zt OPERATION LEVEL ��II 20 1 �al 1 I 20 H III I I 20. WEEP VENTS @ 2'8"CTRS y in OPERATION LEVEL EL 161.00 I EL 161.00 O I 1 EL 161.00 19 — — — 0 it- 10 1 m O —__ Ili? ___f____ m•M � SECTION ( SECTION SECTION N AE102 3/4"=1'-0" AE102 3/4"=1'-0" AE102 3/4"=1'-0" 12" 6" 0' 1' 2' 3' w 3/4"=1'-0" o< 1 ��" 03 Ak ARC > owl IGM grTE; MARCH 2018 --- - PRo.wule SHEET TITLE SHEET 59 OP 288 DWG# 6`, PHILIP D co 4t� osN:RNP DW"AE302 ��\\` CLEAN WATER SERVICES ARCHITECTURE a Risn p D. THIS BAR IS ONE INCH DURHAM AWWTF P.aT ,SBR CAD * WHEN DRAWING IS C1eanWater Services BLACK&VEATCH ELECTRICAL BUILDING DATE 03/14/18 '' slln f1-1 KS . © WALL SECTIONS AE302 � ARI_II7t9 z a FULL SCALE. o commitment;,C1ear. PHASE 5 SECONDARY TREATMENT GD HPDR : AS SHOWN SYSTEM EXPANSION PROJECT OFOg4 REV* DATE DtBI u+PD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 rg,x.6757 ARCH STAB: ROOM FINISH SCHEDULE ABBREVIATIONS FLOOR WALLS CEILING to SCALE ROO NORTH EAST SOUTH WEST ALUM ALUMINUM M No. ROOM NAME MATRL FINISH MATRL FINISH BASE MATRL FINISH BASE MATRL FINISH BASE MATRL FINISH BASE MATRL FINISH HEIGHT REMARKS 001 TUNNEL CO FS CO NO NO CO NO NO CO NO NO CO NO NO CO NO VARIES CB CONCRETE BLOCK 101 ELECTRICAL ROOM CO FS CB PT NO CB PT NO CB PT NO CB PT NO EXP PT 13'-4" VARIES ALONG SLOPE TO 18'-8"A.F.F 102 STAIR CO FS CO/CB PT NO CO/CB PT NO CO/CB PT NO CO/CB PT NO EXP PT VARIES" VARIES ALONG SLOPE TO 13'-10"A.F.F CO - CONCRETE DS - DOWNSPOUT WINDOW SCHEDULE TYPE OPENING WINDOW EXP EXPOSED CONSTRUCTION LEVEL QTY (W) WIDTH HEIGHT MATERIAL HEAD JAMB MULL SILL GLASS TOP ELEV COMMENTS FS - FLOOR SEALER OPERATION LEVEL 3 A 9'-4" 2-0" ALUM 10/AE502 11/AE502 12/AE502 1"TINTED INSULATED 177.67 I HM - HOLLOW METAL DOOR SCHEDULE NO NONE SPLIT FACE No. DOOR SIZE DOOR(DETAILS ON AE501 U.N.O.) FRAME PT BLOCK VENEER /�� s (D) WIDTH HEIGHT MATERIAL HEAD JAMB SILL TYPE(D) HDWR RATING MATERIAL DEPTH REMARKS PAINTED f rI 001A 3'-8" 7'-2" HM 1 2 3 A 3 IHR HM 5 3/4" RS - ROLLING STEEL 10"HIGH x 2"THICK MORTAR NET CONTINUOUS I,, 'FA 101A 3'8" T-2' HM 7 8 9 B 1 HM 5 3/4" TOTAL FLASH CAVITY "�% 1018 8'-0" 8'8" RS 1/AE502 2/AE502 3/AE502 C RS 1'-0" WALL DRAINAGE 101 C 3'-8" 7'-2" HM 7 8 9 B 2 - HM 53/4" 10 a• SYSTEM NO SS DRIPImre '•' ,--1 4:4 102A 3'-8" 7'-2" HM 7 8 9 A 1 - HM 5 3/4" END DAM BEYOND .;:: 1 BLOCK WIDTH 102B 3'-8" 7'-2° HM 4 5 6 A 3 IHR HM 53/4" AS SHOWN ON 4::: 1 /�� r BLOCK WIDTH AS r7",,170.:4, •, SECTIONS A A SHOWN ON SECTIONS t� xs i 1 LOUVER SCHEDULE Pig > ,�'� LINTELW/ANGLE,PAINT OPENING LOUVER(DETAILS ON AE502 U.N.O.) CONCRETE WALL PER ®®® 2 1/2"RIGID INSULATION EXPOSED STEEL ANGLE I No.(L) WIDTH HEIGHT TYPE HEAD JAMB SILL TOP ELEV STRUCTURAL nA LINTEL SEE STRUCTURAL TO MATCH BLOCK VENEER, L101A 3.-4" 2-8" ALUM 7 8 9 175.67 c7N1},L �� DRAWINGS I SEE STRUCTURAL DRAWINGS L102A 2-0" 2'-0" ALUM 4 5 6 165.67 p m Zi .lT ��� "'�� ����� 3/8"FHMS AND EXPANSION w NIIISHIM&CAULK BOTH SIDES w HOLLOW METAL 2.1 DRIP 111111pli SHIM S CAULK ANCHOR(MIN 3 PER JAMB) aw HOLLOW METALg 3/4"CHAMFER DIMPLE FRAME,FILL& O NBOTH SIDES ' �j } to DOOR HOLLOW METAL FRAME y DOOR z T GRIND SMOOTH 2lig o FRAaOE METAL w �'-' iffi06 SHIM&CAULK BOTH SIDES III _� _ SCHEDULED SCHEDULED a wi A SCHEDULED 1 0 N GROUT FILLED z1 n HEAD + + � HEAD " 6" 6' a a' SPACER 1 1/2"=t'-0" m t z p HOLLOW METAL 1 112"=1'-0" CO p DOOR - HOLLOW METAL FRAME I I EQ 53/4" a 7 5/8" 1'-'}" 1/4"CLEAR r 35/8^_ 4 3/4" j eRn LAMINATED j I w w ®' BLOCK WIDTH AS SHOWN o 11 GLASS p HEAD Z 1/2"RIGID INSULATION ��� ��� _ _ S CONCRETE WALL PER 1 112"=1'-0' �® BLOCK WIDTH AS SHOWN r � � ON SECTIONS U U 0 ON SECTIONS ii, ��� co co N STRUCTURAL r'.� -; co SMOOTH FACE OR SPLIT sp Q ® . FACE BLOCK VENEER NG SEE I 1 p ANSION ANCHOR(MIN D3 PER JAMB) ricFOR REINFORCING SEES SORUCTURAL DRAWINGS 4WINGS DIMPLE FRAME,FILL& STRUCTURAL DRAWINGS VENEER RETURN TO 4A err A B C %v 3/4"CHAMFER GRIND SMOOTH �:. :. 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PER STRUCTURAL -- limn tI - UI IIIIIIIIIIIIIIiilllllllllllllllllllllllllllllllllf lW r � { 'I t I IB W R a o g • IIIIIIII� nfi 'I, I III U IIIIUIIUUIIIIIUII IUI 1111111111111111II I II U I "" O V-4" CHANNEL R PREFINISHED QiO•J�9•�•� �� >a`� ALL AROUND s A�' TROUGH BOLT AND COMPRESSION METAL FASCIA �� SLEEVE PER CANOPY MANUFACTURER METAL DECKING PER \ HSS TUBE CAST STONE DETAIL z ALUMINUM FLAT PER STRUCTURAL OrASTRUCTURAL DRAWINGS AE301 1 1/2"=V-0" a 0 SOFFIT DECK SMOOTH FACE BLOCK VENEER 1 w Q SMOOTH-FACE BLOCK @ _ �• 1,4" J INTERLOCKING CANOPY LOCATION j fo, FILL VOID L ALUMINUM BATTtNSULATION w DECKING SPLIT FACE BLOCK VENEERh. y PREFINISHED INSULATED ALUMINUM .4". 35/8" 3/4" 1 A ./% % METAL SOFFIT COMPOSITE METAL PANEL 5'-5" 1'4" .j OVER METAL FURRING—-- 2 1 2"RIGID INSULATION fla WWI 7 ROOF DETAIL 10"HIGH x 2"THICK MORTAR !.vhfIr 4 AWNING DETAIL NET,CONTINUOUS IINI t� A�E302 1 112"=1 0 �wNN11i' AE302 1"=1'-0" I TOTALFLASH INTEGRATED "'r ! ! 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Z p SAFING INSULATION w4 w I O j SMOOTH FACEI w BLOCK AROUND I Z ITOPENING Q < eig HSS TUBE O to PER STRUCTURAL f PROVIDE BLOCK OUTMom. � I� FOR BAR JOIST ci ,Nil 20 GA SHEET METAL PENETRATION - 1111111111111 TO SECURED SAFING 10 GA SS FLASHING ,j,#:#4 FILL VOID WJFIBERGLASS INSULATION,BOTH SIDES CLAMP&BOLT INSULATION LAP 2" BACKER ROD&CAULK IALL SIDES - CAULK ALL AROUND ( DUCT PENETRATION ( HSS TUBE PENETRATION AE202 1 1/2"=1'-0" AE503 1 1/2"=1'-0" 2 1/2"RIGID INSULATION 10" 4" 1 ® SMOOTH FACE1777 r BLOCK VENEER re 10"HIGH X 1.5°THICK MORTAR �O 1 NET CONTINUOUS L • ' ' NW' N - - TOTAL FLASH Co t 'e 12"9" 6°3" 0' 1' 2' n a 2 8"STANDARD FACE I .• s s -WEEP VENTS @ '-i 1"=t'-0" a CONCRETE BLOCK -- i r '. +e�A 2'-8"CENTERS r °° I. I `v 72" 9" 6" 3" 0' 1, u5 O.! i.< OPERATION LEVEL ' I m 4- EL 161.00 } 1 '- 1 1/2"=V-0" `" 3/8"DRIP 1" 12" 9' _ 6" _3" _ 0" 1(4 M ENLARGED BASE DETAIL ( CAST STONE ENLARGED DETAIL 3"=1'-0" Iii AE301 1 1/2"=1'-0" AE504 3"=1'-0" 00I � $D ARS, aJGM MARCH 2018 immima PROJN/ME: SHEET TITLE. SHEET:63 oF:288 owcz 0�0 PxILIP D'0:,2.), ARNP AE504 CLEAN WATER SERVICES ARCHITECTURE a Rish4�tiq1� D. n THIS BAR IS ONE INCH DURHAM AWWTF ELECTRICAL BUILDING ATE: 03/14/18 " 6HAWNik,KS " CHKBR CAO FILE* WHEN DRAWING IS - CleanWater Services 13 BLACK&VEATCH FULL SCALE. PHASE 5 SECONDARY TREATMENT MISCELLANOUS DETAILS AE504 ARI-11719 Go$ 9 1 HPDR SCALE. AS SHOWN ' AMP REV DATEnaPo,,i DESCRIPTION o��commitment;.clear. 2550 SWHiloH Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT ax 6757 OF 0R4 I I I 19 • AP fi yk $ 0.:;!:1"'''''' -^at h e f .. : ' 0 `'-r,: rt ', I' FyK $ x <d„Z4.f.' •h R_ iii-1 h" i,1 l` Y .NN T l a ,.,z, t �,,f I ', ',xa dk4 NORTHEAST PERSPECTIVE I I . _ , z„,wer.,. .., 1. 'Y!' ; b! .F C ill I, '� F .. .r d k :00 431°. Hw :;:i;t'''11VCki......1:4'51';'"'11:, 1. z w�F 'I 4'r '-'4.L. ) 11 . v0i.� l� 44 "�".`r. � ^s�,� ,�a s :�, .• . .`r .y t h �2 k' S 2 'c.a q 3} J f ,,,' Y` .Y` III a�, ;ia ', Yy.. } . . Y A A`d Tk iT� oCO N E, NORTHWEST PERSPECTIVE 11"5- vs]) w oIo oI 5`s� D At? DRR:JGM MTE: MARCH ZO Ifi PRO NAME: SHEET TITLE: SHEET: OF:288 DWG# �~ }}}jj}] }J • +RNP «AE9O1 CLEAN WATER SERVICES ARCHITECTURE a Risnf p D. THIS BAR IS ONE INCH 7 _ e or cn :BR WHEN DRAWING IS C1eanWater Services BLACK&VEATCH DURHAMAWWTF ELECTRICAL BUILDING °^TE 03/14/18 • sxnt�#?�, s I $ FULL SCALE. oer oumontR ent s clear. PHASE 5 SECONDARY TREATMENT AE901 ARI-11719 $ HPDR : AS SHOWN PERSPECTIVES FLUE REVA DATE DRN APPO DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT cws OF 0.9.- WHEN PROJx 6757 ARCH STAMP. I GENERAL STRUCTURAL STEEL LOADING CRITERIA (CONTINUED1 I 1. THE APPLICABLE BUILDING CODE IS THE 2014 OREGON STRUCTURAL SPECIALITY CODE(OSSC) 1. ROLLED WIDE FLANGE SHAPES SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 KSI; 4. LATERAL SURCHARGE EQUIVALENT TO 2 FEET OF SOIL BASED ON 2012 INTERNATIONAL BUILDING CODE(IBC). CHANNELS,PLATES,AND ANGLES A MINIMUM OF 36 KSI;STRUCTURAL PIPES A MINIMUM WHERE ADJACENT TO A ROADWAY 2. THE REQUIREMENTS INDICATED ON THIS SHEET ARE INTENDED AS A BASIC OF 35 1(51;ROUND STRUCTURAL TUBES A MINIMUM OF 46 KSI,AND RECTANGULAR STRUCTURAL SUMMARY OF THE MATERIAL AND CONSTRUCTION REQUIREMENTS FOR THE PROJECT. TUBES A MINIMUM OF 50 KSI. ADDITIONAL,MORE STRINGENT REQUIREMENTS ARE GIVEN IN THE PROJECT DETAIL DRAWINGS 2. WELDING SHALL BE DONE WITH A FILLER MATERIAL HAVING A MINIMUM TENSILE 5. COMPACTIVE SURCHARGE LOAD 400 PSF AT FINISH GRADE ELEVATION AND SPECIFICATIONS.TSTRENGTH OF 70 KSI. DECREASING LINEARLY AT SAME RATE 400 PSF 3. ALL STRUCTURAL RELATED SHOP DRAWINGS SHALL BE REVIEWED BY THE ENGINEER 3. BOLTED CONNECTIONS SHALL USE 3/4"DIA ASTM A325 BOLTS WITH THE THREADS BACKFILL LOAD INCREASES. `� PRIOR TO CONSTRUCTION. EXCLUDED FROM THE SHEAR PLANE,UNLESS NOTED OTHERWISE. AS FEET OR IN INCREA,USE FOR WALLSA ,� 4. STRUCTURES ARE DESIGNED FOR OPERATIONAL LOADS ON THE COMPLETED CONSTRUCTION AS 4. CARBON STEEL OR GALVANIZED STEEL ANCHOR RODS AND ANCHOR BOLTS SHALL CONFORM TOmei 48 ABOVE AS LESS H IGH SURCHARGE. SHOWN ON THE DRAWINGS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY ASTM F1554 GRADE 36. CONDITIONS AND PROVIDE ADEQUATE STABILITY TO THE STRUCTURE THROUGHOUT ALL PHASES 5. HOLES FOR ANCHOR RODS AND ANCHOR BOLTS IN COLUMN BASE PLATES SHALL BE AS FOLLOWS: I OF CONSTRUCTION. 5. IN OSSC,THIS FACILITY WILL FALL UNDER RISK CATEGORY III. BUILDING/STRUCTURES IN THIS BOLT/ROD 3/4"TO 1"-5/16"OVERSIZE 6. HYDROSTATIC FLUID PRESSURE 63 PSF/FT CONTRACT ARE DESIGNED FOR HIGHER LOADING AS RISK CATEGORY IV,AT DISCRETION BOLT/ROD 1"TO 2"-1/2"OVERSIZE OF THE OWNER. BOLTS/RODS OVER 2"-1"OVERSIZE 7. WIND LOAD: ULTIMATE DESIGN WIND SPEED 130 MPH CAST-IN-PLACE CONCRETE AT THE CONTRACTOR'S OPTION,OVERSIZE HOLES LARGER THAN THOSE LISTED ABOVE MAY BE NOMINAL DESIGN WIND SPEED 101 MPH EXPOSURE C FILLET TO THE BASE PLATE ALONG A MIN OF 3 SIDES. ELECTRICAL ROOM 1. A MINIMUM 28 DAY COMPRESSIVE STRENGTH(Pc)OF 4,000 PSI WAS UTILIZED IN THE 6. STEEL LEGEND RISK CATEGORY IV DESIGN OF STRUCTURAL REINFORCED CONCRETE.SEE SPECIFICATIONS FOR CONSTRUCTION USED,PROVIDED THAT 3/8"PLATE WASHERS ARE ALSO USED AND FIELD WELDED WITH A 5/16" INTERNAL PRESSURE COEFFICIENT +-0.55 STRENGTH REQUIREMENTS. 2. THE LOCATION OF ALL CONSTRUCTION JOINTS AND OTHER TYPES OF JOINTS,OTHER THAN / INDICATES TWO BOLT ATTACHMENT OF HORIZONTAL BRACING TO 8. SEISMIC LOAD: I THOSE SPECIFIED OR SHOWN ON THE PLANS,SHALL BE ACCEPTABLE TO THE ENGINEER PRIOR TO PLACING CONCRETE. /' UNDERSIDE OF BEAM.SHIM AS REQUIRED.BOLTS TO BE 3/4"DIAMETER A325. MAPPED MCE SHORT PERIOD SPECTRAL / V •] INDICATES ANGLE OR PLATE TO BE WELDED ON THREE SIDES RESPONSE ACCELERATION(Ss) 0.961g MAPPED MCE ONE SECOND PERIOD SPECTRAL REINFORCING STEEL �- - INDICATES FOUR BOLT ATTACHMENT OF MONORAIL TO UNDERSIDE RESPONSE ACCELERATION(S1) 0.4199 OF SUPPORT BEAM.SPACER OR STANDOFF DETAIL AS REQUIRED. DESIGN SPECTRAL RESPONSE ACCELERATION 1 r INDICATES NONSTANDARD FRAMING CONNECTION AT SHORT PERIODS(Sds) p,71r� 1. ALL REINFORCING BAR SHALL BE GRADE 80,DEFORMED,ASTM A615,UNLESS NOTED OTHERWISE. Q DESIGN SPECTRAL RESPONSE ACCELERATION 2. DIMENSIONS TO REINFORCING BARS ARE TO BAR CENTERLINES,UNLESS NOTED OTHERWISE. )OO(- INDICATES HORIZONTAL OR VERTICAL BRACING CONNECTION DETAIL AT ONE SECOND PERIOD(Sd1) 0.4418 BAR COVER IS THE CLEAR DISTANCE BETWEEN THE BAR AND THE CONCRETE SURFACE. SITE CLASS D 3. NO WELDING OF REINFORCING BARS SHALL BE PERMITTED UNLESS APPROVAL IS OBTAINED -11 INDICATES MOMENT CONNECTION FROM THE ENGINEER PRIOR TO CONSTRUCTION. ELECTRICAL BUILDING I VERTICAL BRACING IS SHOWN ON PLANS THUS: RISK CATEGORY IV POST-INSTALLED ANCHORS IMPORTANCE FACTOR EXTENDING UP FROM THE ELEVATION INDICATED. 1.5 SEISMIC DESIGN CATEGORY D 1. POST-INSTALLED ANCHORS SHALL INCLUDE ADHESIVE ANCHORS(THREADED RODS,BOLTS EXTENDING DOWN FROM THE ELEVATION INDICATED, BASIC SEISMIC FORCE RESISTING SYSTEM SPECIAL REINFORCED OR REINFORCING BARS),EXPANSION ANCHORS,AND UNDERCUT ANCHORS INSTALLED INTO EXTENDING UP AND DOWN FROM THE ELEVATION INDICATED. MASONRY SHEARWALLS HARDENED CONCRETE OR MASONRY.SEE THE ANCHORAGE IN CONCRETE AND MASONRY r RESPONSE MODIFICATION FACTOR(R) 5.0 I SPECIFICATION SECTION FOR ADDITIONAL REQUIREMENTS. ANALYSIS PROCEDURE EQUIVALENT LATERAL 2. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE INDICATED ON THE DRAWINGS. SOIL AND FOUNDATIONS FORCE PROCEDURE CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER PRIOR TO USING POST-INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. TANKS 3. CARE SHALL BE TAKEN TO AVOID CONFLICTS WITH EXISTING REINFORCING STEEL AND OTHER 1. FOUNDATION CONSTRUCTION SHALL NOT BEGIN UNTIL ANY REQUIRED SPECIAL INSPECTION RISK CATEGORY IV EMBEDDED ITEMS WHEN DRILLING HOLES.REINFORCING BARS SHALL NOT BE DAMAGED DURING HAS BEEN COMPLETED AND THE CONTRACTOR NOTIFIED TO PROCEED. IMPORTANCE FACTOR 1.5 1 DRILLING OR ANCHOR INSTALLATION.HOLES SHALL BE DRILLED AND CLEANED PER THE 2. TO FACILITATE SCHEDULING,AT LEAST 48 HOURS ADVANCE NOTICE SHALL BE GIVEN TO THE RESPONSE MODIFICATION FACTOR 3.0 PRODUCT MANUFACTURER'S INSTRUCTIONS. ANCHORS SHALL BE INSTALLED PER THE PRODUCT ENGINEER PRIOR TO THE REQUIRED INSPECTIONS. ANALYSIS PROCEDURE EQUVALENT LATERAL MANUFACTURER'S INSTRUCTIONS AT NOT LESS THAN MINIMUM EDGE DISTANCES AND/OR 3. UNLESS NOTED OTHERWISE,BACKFILL SHALL NOT BE PLACED AGAINST WALLS WHICH SUPPORT A FORCE PROCEDURE SPACINGS INDICATED IN THE MANUFACTURER'S LITERATURE. CONCRETE SLAB OR WALKWAY UNTIL THE TOP SLAB OR WALKWAY HAS BEEN PLACED IN ITS 4. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED IN THE ENTIRETY AND ALL CONCRETE HAS REACHED THE SPECIFIED DESIGN STRENGTH. 9. SNOW LOAD: I SPECIFICATION OR INDICATED ON THE DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR 4. THE FOLLOWING NET ALLOWABLE BEARING PRESSURES WERE UTILIZED IN THE DESIGN OF THE FOUNDATIONS. GROUND SNOW LOAD(PG) 20 PSF REVIEW AND APPROVAL. PRODUCT ICC-ESR EVALUATION REPORTS SHALL BE INCLUDED SNOW EXPOSURE FACTOR 1.0 WITH THE SUBMITTAL PACKAGE. IF REQUESTED,CALCULATIONS PREPARED BY A MAT FOUNDATIONS 2000 PSF IMPORTANCE FACTOR 1.2 REGISTERED PROFESSIONAL ENGINEER USING METHODS AND PROCEDURES REQUIRED BY THE THERMAL FACTOR 1.1 BUILDING CODE MAY BE REQUIRED AS PART OF THE SUBMITTAL PACKAGE. EXISTING STRUCTURES MINIMUM ROOF SNOW LOAD 25 PSF 5. UNLESS NOTED OTHERWISE,THE MINIMUM EMBEDMENT PROVIDED FOR ADHESIVE ANCHORED ' REINFORCING BARS SHALL DEVELOP THE FULL TENSILE STRENGTH OF THE BAR. SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 6. SPECIAL INSPECTION WILL BE PROVIDED FOR ALL POST-INSTALLED ANCHORS. 1.THE DRAWINGS DEPICT WORK AT EXISTING STRUCTURES.ALL DIMENSIONS AND ALL DEPICTIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO ORDERING MATERIALS,STARTING 1. CODE REQUIRED SPECIAL INSPECTIONS AND TESTS WILL BE CONDUCTED BY APPROVED AGENCIES EMPLOYED BY THE FABRICATION,OR STARTING CONSTRUCTION. OWNER IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE,REPAIRS OR STRUCTURAL MODIFICATIONS 2. THE STATEMENT OF SPECIAL INSPECTIONS WILL BE PREPARED BY THE REGISTERED DESIGN PROFESSIONAL IN STAINLESS STEEL THAT ARE REQUIRED DUE TO DEMOLITION BEYOND THE LIMITS IDENTIFIED ON THE DRAWINGS. RESPONSIBLE CHARGE DURING CONSTRUCTION. 3.REINFORCEMENT FOR ANY EXISTING CONCRETE OR MASONRY ELEMENT SHALL NOT BE DAMAGED UNLESS 3. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND OR SEISMIC FORCE RESISTING SYSTEM, I 1, STAINLESS STEEL BOLTS SHALL CONFORM TO ASTM F593,ALLOY GROUP 1 OR 2, THE ELEMENT IS TO BE DEMOLISHED.WHEN LOCATING EXISTING REINFORCEMENT IS REQUIRED,IT SHALL DESIGNATED SEISMIC SYSTEM OR A WIND OR SEISMIC RESISTING COMPONENT LISTED IN THE STATEMENT OF BE LOCATED USING NON-DESTRUCTIVE METHODS.REINFORCING STRANDS IN EXISTING PRESTRESSED SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND UNLESS NOTED OTHERWISE.MAXIMUM YIELD STRENGTH SHALL BE 45 KSI. CONCRETE SHALL NOT BE CUT,UNLESS INDICATED ON THE DRAWINGS OR OTHERWISE AUTHORIZED BY OWNER PRIOR TO COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. 2. STAINLESS STEEL PLATES SHALL CONFORM TO ASTM A240,TYPE 316L. THE ENGINEER.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE,REPAIRS OR STRUCTURAL 4. SEE THE QUALITY CONTROL SECTION AND THE CODE REQUIRED SPECIAL INSPECTIONS AND PROCEDURES SECTION 3. STAINLESS STEEL STRUCTURAL SHAPES SHALL CONFORM TO ASTM A1069 OR ASTM MODIFICATIONS THAT ARE REQUIRED DUE TO DAMAGE OF CONCRETE,MASONRY OR REINFORCEMENT OF THE SPECIFICATIONS FOR FURTHER CLARIFICATION OF RESPONSIBILITIES. A276, TYPE 316L. THAT HAS BEEN IDENTIFIED ON THE DRAWINGS TO REQUIRE FIELD VERIFICATION. 5. SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE WILL BE PERFORMED AS DESCRIBED IN THE STATEMENT OF 4.CORE DRILLING AND SAWCUTTING SHALL NOT BE PERFORMED UNLESS INDICATED ON THE DRAWINGS OR SPECIAL INSPECTIONS. ALUMINUM APPROVED BY ENGINEER. 6. STRUCTURAL OBSERVATION WILL BE PERFORMED BY A REGISTERED DESIGN PROFESSIONAL RETAINED BY THE OWNER. 5.EXPOSED CONCRETE SURFACES THAT REMAIN AFTER DEMOLITION SHALL BE REPAIRED TO MATCH THE STRUCTURAL OBSERVER WILL PREPARE A STATEMENT IDENTIFYING THE FREQUENCY AND EXTENT OF THE 1. UNLESS NOTED OTHERWISE,ALUMINUM ALLOY IN ALL ALUMINUM STRUCTURAL MATERIALS SHALL ADJACENT CONCRETE SURFACES. STRUCTURAL OBSERVATIONS. 6.UNLESS OTHERWISE INDICATED ON THE DRAWINGS,EXPOSED CONCRETE SURFACES WITH REINFORCEMENT, 7. MINIMUM EXTENT OF STRUCTURAL OBSERVATION SHALL BE: BE 6061-T6. PIPE AND TUBING FOR GUARDRAIL AND HANDRAIL SHALL BE ALLOY 6061-T6. ANCHOR BOLTS,HANGER RODS,OR OTHER EXPOSED METAL EMBEDMENTS SHALL BE REPAIRED BY CUTTING AERATION BASIN BASE SLAB,EXTERIOR WALLS,STRUT AND OPERATING LEVEL SLAB REINFORCEMENT PLACEMENT. 2. ALL COATED OR CO E SURFACES WITHT IN CONTACT WITHEPDXYCONCRETE N M DL TO PREVENTMILAR METALSALU INULLM-BE OFF THE METAL AT THE FACE OF THE CONCRETE,GRINDING SMOOTH,AND COATING.COATING SHALL TUNNEL&PUMP STATION BASE SLAB,EXTERIOR WALLS AND UPPER SLAB REINFORCEMENT PLACEMENT, OR COVERED A HEAVY COAT OF EPDXY ENAMEL TO ALUMINUM- EXTEND A MINIMUM OF 1"BEYOND THE EDGE OF ANY EXPOSED METAL. -ELECTRICAL ROOM MASONRY PLACEMENT. CONCRETE REACTION OR ELECTROLYTIC ACTION. -SECONDARY CLARIFIER BASE SLAB&EXTERIOR WALL REINFORCEMENT PLACEMENT a LOADING CRITERIA a MASONRY DEFERRED SUBMITTALS 1. DEAD LOAD CALCULATED 1. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90.THE TOTAL MASONRY ASSEMBLAGE 2, LIVE LOADS: 1.THE FOLLOWING PORTION OF THE PROJECT ISA DEFERRED SUBMITTAL ITEM AS DEFINED IN OSSC SECTION 107.3.4.1 AND SHALL BE DESIGNED AND PROVIDED BY SUPPLIER. SHALL HAVE A COMPRESSIVE STRENGTH EQUAL TO 2500 PSI AT 28 DAYS. OPERATING AND PROCESS FLOORS 150 PSF -SEISMIC ANCHORAGE AND BRACING OF EQUIPMENT AND PIPING,SPECIFICATION SECTION 01610 AND 15140. CI 2. MASONRY MORTAR SHALL CONFORM TO ASTM C270,TYPE S. STAIRS,SERVICE PLATFORMS&LANDINGS 100 PSF -STEEL OPEN-WEB ROOF JOISTS,SPECIFICATION SECTION 05210. '`1 3. ALL MASONRY WALLS SHALL BE FULLY GROUTED,MEETING THE REQUIREMENTS OF ASTM C476. ELECTRICAL AND CONTROL ROOM FLOORS 250 PSF -GUARDRAILS,LADDERS,SPECIFICATION SECTION 05520. N 4. HORIZONTAL REINFORCEMENT SHALL BE CONTINUOUS AT CORNERS,INTERSECTIONS AND ALL FLOORS NOT INDICATED 100 PSF -MONORAIL RUNWAY BEAM AND CONNECTIONS,SPECIFICATION 14622. CONTROL JOINTS.REINFORCEMENT SHALL BE CONTINUOUS AT CORNERS AND INTERSECTIONS. CI REINFORCEMEMT LOCATIONS DESIGNATED AS BOND BEAMS ON DRAWINGS SHALL BE ROOF 20 PSF(UNREDUCED) -STAIRS AND ELEVATED WALKWAYS,SPECIFICATION 05990. CONTINUOUS THRU CONTROL JOINTS. 2.DEFERRED SUBMITTAL ITEM SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL DURING CONSTRUCTION ¢o 3. LATERAL AT REST EARTH PRESSURE(EQUIVALENT FLUID PRESSURE)(FOR SELECT NATIVE SOIL BACKFILL) PHASE OF PROJECT.FOLLOW SUBMITTAL REQUIREMENT IN SPECIFICATION SECTION 01300. . o¢o NON-SATURATED 58 PSF/FT 3.DEFERRED SUBMITTAL ITEM SHALL NOT BE INSTALLED PENDING THE REVIEW AND WRITTEN CONFIRMATION THAT THE ITr "DOFF S GENERAL CONFORMANCE WITH PROJECT DESIGN CRITERIA. ��5�aG i N FF�'o +:JDM oArE: MARCH 2018 PRETNHME SHEET TITLE: SHEET 65 OP 288 avG# '2 19467• THIS BAR IS ONE INCH - O taI�y Sig �� _ CHK. rNGmidL SFR soot Tit HIS IS ONE I IS CLEAN WATER SERVICES STRUCTURAL OREGON OWGk -... _-- �.. ..._ DURHAM AWWTF DoT m C1eanWater Services Q BLACK STRUCTURAL NOTES nnrE. 03/14/18 5001 Fpr,6 X99 FULL SCALE. * - - Our commitment is Near. PHASE 5 SECONDARY TREATMENT PIMy9R�ALBE ZT� SDG sem:No SCALE , - r - - SYSTEM EXPANSION PROJECT DATE oRN MPo DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 CWS 6757 EXPIRES:DEC 37,2018 PROD P. ENGR STAMP IA2 3'(MIN) B 3"(MIN) B �3"(MIN) A2 A2 A3 E2 E2 E3 - - - -B WALL 2 i NOTE C 3"(MIN) y, B V✓3"(MIN) 3"(MIN) - 3"(MIN) - CROSSTIE REINFORCEMENT AT ( _ 3 MIN 3" MINI � -, 3"(MIN) - i NOTE C - "(MIN) WALL 3 Z Y WALL 2 WALL 2 l`.B 46 3"(MIN) ELEVATIONS SHOWN ON PLAN z NOTE A �; NOTE A NOTE A NOTE A : WALL 3 NOTE CFOTO � TYP 1711 '� � , M NOTED z ALTERNATESI NNOTE A OTE D W II�, WALL 2- WALL 3 NOTES WALL 2\ � Z A2 I \ A3,, m Q. m HOOK • NOTE E t NOTE E 1. DETAILS ON THIS DRAWING APPLY TO ALL DRAWINGS UNLESS OTHERWISE NOTED. NOTED ` < m WALL 1 1 I • DIRECTION i WALL 12. WORK THIS DRAWING WITH THE STANDARD CONCRETE-WALL1 � lALT)A. =rWALL 1D . j--- NOTE A _ WALL 1 [_ WALL 1 JOINT DETAILS. _ z Z NOTE A NOTE A 1 Z " NOTE A g NOTE A(ALT) E=WHERE SPECIFICALLY NOTED ON THE DRAWINGS,ADDITIONAL CORNER REINFORCEMENT SHALL BE PLACED IN BOTH FACES OF THE INDICATED CORNER OVER THE FULL HEIGHT. ADDITIONAL CORNER ' " " REINFORCEMENT SHALL BE OF THE SAME SIZE AND SPACING AS THE ° MAIN CORNER REINFORCEMENT. PLACE ADDITIONAL REINFORCEMENT ALTERNATELY WITH,AND EQUAL DISTANCE BETWEEN,MAIN CORNER • • Z-BAR SPACERS AT 8' A=VERTICAL CONSTRUCTION JOINT NEAREST TO WALL CORNER. B=OPTIONAL SPLICE LOCATION UNLESS SPECIFICALLY NOTED ON • CENTERS EACH #5 BAR x 4'-0"LONG REINFORCEMENT. DIRECTION.MINIMUM EACH CORNER IN PLAN DRAWINGS. SPLICE LENGTH SHALL NOT BE LESS THAN THAT • A(ALT)=ALTERNATE VERTICAL CONSTRUCTION JOINT NEAREST TO REQUIRED FOR TOP BARS AS SHOWN IN TABLE ON THIS SHEET. USE x= • ONE ROW.FABRICATE CENTER E DISTANCE FROM INSIDE CORNER FACE TO TERMINATION OF FROM#2 OR HEAVIER WALL CORNER IN T WALL JOINT WHICH DOES NOT REQUIRE WATERSTOP. SPLICE LENGTH FOR THE SMALLER OF THE TWO BARS BEING SPLICED. • • BARS.TIE TO ADDITIONAL CORNER REINFORCEMENT IN SIMILARLY NUMBERED X WALL.E xSHALL NOT BE LESS THAN 0.20 THE CLEAR SPAN DISTANCE MEASURED HORIZONTALLY BETWEEN THIS CORNER AND THE OUTSIDE LAYER OF A =DISTANCE FROM INSIDE CORNER FACE TO NEAREST VERTICAL CONSTRUCTION JOINT IN SIMILARLY NUMBERED WALL. ASHALL NOT BE C=STANDARD HOOK • 0 • • REINFORCING X NEXT OR 0THE CLEAR SPAN DISTANCE OR CANTILEVERED LESS THAN DIMENSIONS INDICATED BY THESE DETAILS;NOR GREATER THAN D=TYPICAL CORNER REINFORCEMENT. SIZE SHALL MATCH LARGEST DISTANCE MEASURED VERTICALLY,WHICHEVER IS SMALLER,BUT • INDICATED ON PLAN DRAWINGS;BUT IN ANY CASE SHALL NOT EXCEED 30 ADJACENT WALL HORIZONTAL REINFORCEMENT;SPACING SHALL MATCH NOT LESS THAN 3'-0",UNLESS NOTED OTHERWISE IN THE DRAWING. I FEET IN LIQUID CONTAINMENT STRUCTURES OR 40 FEET IN OTHER MINIMUM ADJACENT WALL HORIZONTAL REINFORCEMENT SPACING. SPACERS FOR TYPICAL EXTRA REINFORCING STRUCTURES.IN T WALL JOINTS WHICH DO NOT REQUIRE WATERSTOP,Al MAY CONTRACTORS OPTION:E BAR TAILS MAY BE SPLICED USING LAPPED BE ZERO. MAIN REINFORCEMENT FOR ALL STRLICTI lRFS SPLICE LENGTHS FOR TOP BARS. SPLICES SHALL NOT BE LOCATED WALL REINFORCEMENT AT ISOLATED RE-ENTRANT CORNERS IN THE CORNER AREA COMMON TO BOTH WALLS AND SHALL CLEAR r-ATYPICAL HORIZONTAL CORNER REINFORCING DETAILS HOOK ENDS BY 3"MIN. (TYPICAL REQUIRED UNLESS ADDITIONAL REINFORCEMENT NOTES: SPECIFICALLY INDICATED AT OPENINGS ON DRAWINGS) 1.VERTICAL REINFORCING NOT SHOWN. •` o DETAIL 2.THESE DETAILS SHALL BE APPLICABLE TO ALL WALL CORNERS UNLESS SPECIFICALLY NOTED ON THE DRAWING$ (\ DETAIL NO SCALE NOTED OTHERWISE ON THE DRAWINGS. NO SCALE 1B- DETAIL ---LENGTH REQUIRED FOR - EXTRA BARS LAR AREA EEQUAL IN TOTAL AREA TO IDE POSITIONF AS REGULARINTHES REINFORCING �' �, LAPPED SPLICE FOR TOP 111 D D 13_ D B = NO SCALE MIN CLR DISTANCE 2 BARS AS SHOWN ON THIS i REINFORCING CUT BY OPENING. PLACE ONE HALF TOTAL _ I #5 BAR x 4'-0" AREA TO EACH SIDE OF OPENING AND IN THE SAME SHEET / LONG EACH ` imEmlmmusimum CORNER / I . ONE EXTRA BAR EACH CORNER PER LAYER OF m x OD OF LARGER BARS SHALL -_Y-__I----TYP LAP N IN CENTER FOR / REGULAR REINFORCING(SEE TABLE BELOW). 1 CONDUIT(2 1/2"MIN) BE SPLICED IN (' CONCRETE 1 PLACE IN SAME TRANSVERSE POSITION ASPr 1 HORIZONTAL LESSKNESS 12"OR REGULAR REINFORCING rn_� ,V CONC SLAB OR WALL PAIRS CONCRETE OF DIAGONAL BAR LENGTH t �• �� �� EACH FACE FOR THICKNESS f� THICKNESS>12" m CONCRETE BAR SIZE RECT OPNG CIRC OPNG T O <12" 4 3'-0" D+12" ��� m )VOTES:;i- IMEMBEI �� •_ ___. � 12"TO 18' 5 3'-0" D+12" } -ALIGN LAPS NOT MORE FREQUENTLY >18" 6 3'-8" D+12" 1.PLACE CONDUIT ONLY IN SHADED AREA. THAN EVERY THIRD BAR FOR OPENINGS FOR RECTANGULAR OPENING$ B=THE REQUIRED LENGTH FOR LAPPED FOR CIRCUI AR OPFNIN(+C 2.FOR CONDUIT REQUIREMENTS SEE THE 12"<=0<=21" 21"<0<=54" SPLICE FOR TOP BARS AS SHOWN ON 21"<D<=54" ELECTRICAL DRAWINGS AND SPECIFICATIONS. WALL SECTION WALL ELEVATION I THIS SHEET TYPICAL EXTRA REINFORCING AT OPENINGS 12"TO<=54" ( CONDUIT PLACING DETAIL ("6" TYPICAL CIRCULAR TANK OR RING WALL REINFORCING SPLICE DETAIL p (TYPICAL REQUIRED UNLESS ADDITIONAL REINFORCEMENT SPECIFICALLY INDICATED AT OPENINGS ON DRAWINGS) NO SCALE LL -- ANCHOR ROD AS READ BY ' Z w EQUIPMENT FURNISHED --- M re F, 1 1/2"MIN TO \ LENGTH OF LAPPED SPLICES a o EDGE OF BASE PLS a^ MIN) ,,SEE PLANS CONCRETE COVER FOR REINFORCEMENT BASE PL AS READ - #5 DWLS @ 12"MAX I_-i-I FOR REINFORCEMENT(INCHES) m BY EQUIPMENT I W/STD HOOKS(TYP) (PF4000 PSI) (UNLESS NOTED OTHERWISE ON THE DRAWINGS) LOCATION MINIMUM COVER %O r 3/4"CHAMFER 111 = FURNISHED • REPLACE OR REMOVE EXISTDELETE IF Z i•r �ew�/ 3/4"CHAMFER z CURB IS UNDER BEAMS&COLUMNS WALLS&SLABS UNFORMED SURFACES ADJACENT TO EXCAVATION 3^ < #5@12"(MAX)EW is S� i - --_ ______ a MASONRY WALL CO ---- BAR SURFACES INSIDE OF OZONE #5@12"CTR BAR .- ' FLOOR COVERING AS REQD IN CURB SIZE SIZE CONTACTORS EXPOSED 3" Z I TOP LAYER REINF TO OZONE IN WATER OR AIR I `. ar ►I FOR REHAB CONSTRUCTIONw N #5@12" **TOP BARS OTHERS •`TOP BARS OTHERSSTOP UBMERGEDES OF SLABS THAT ARE3" LEAVE ROUGH SLAB THICKNESS 1 A-rp�c /r �_ - t m'- --- -CONC SLAB FORMED SURFACES THAT ARE 3 16 16 16 16 3 SUBMERGED,AND FORMED OR TOP 2" mg's-(NEW CONSTRUCTION) MINUS 2"(6"MAX) 4 19 16 19 16 4 SURFACES EXPOSED TO WEATHER, 1 5 24 18 24 18 5 SATURATED Z iv STD HOOK(TYP) - ADHESIVE ANCHOR INTO h 6 33 26 29 22 6 OTHER LOCATIONS: CONC FOR EXISTING 0 co 7 55 42 48 37 7 BEAMS AND GIRDERS 2" 1- OPENING AND 3/16"PL - �' CONSTRUCTION =z8 69 53 60 46 8 SLABS,WALLS AND JOISTS 2" a m SLEEVE W/SEEP RING IF- - - "- \`- STD NUT AND WHEN CURB WIDTH EXCEEDS 8", 9 84 65 74 57 9 _ v WASHER 101 103 79 108 70 101 a REQD BY EQUIPMENT FURNISHED \ PROVIDE ABOVE REINF IN EACH 11 122 94 83 11 Nr 11.9.1 #4@6"CLOSED TIE FACE OF CURB. * LAP SPLICE LENGTH FOR BARS OF DIFFERENT SIZES SHALL BE NOTES: HEIGHT OF PUMP PAD TO BE COORDINATED THE GREATER OF THE SMALL BAR LAP LENGTH OR 0.75x THE 1.COVER IS MEASURED TO NEAREST BAR,STIRRUP,TIE,OR WITH EQUIPMENT FURNISHED. LARGER BAR LAP LENGTH. SPIRAL,AS APPLICABLE. N°D ** TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE 2.TOLERANCES FOR CONCRETE COVER AND THE FABRICATION HE v (-H1 EQUIPMENT BASE ( TYPICAL CONCRETE CURB HORIZONTAL BOARSRIN WAL SAARECNCETE IS CST ITO BE PROVIDED WI BELOWTHE MEMBER 4 0 THAN 12"OF TLAP BAR. AND PLACING OF REINFORCEMENT SHALL CONFORM TO ACI 117. lig NO SCALE NO SCALE LENGTHS AS REQUIRED FOR TOP BARS.VERTICAL BARS MAY BE ¢W CONSIDERED AS OTHER BARS. g u c TuR,, Q1< �R D PROFFS �;�GINFF S,O P Qow+:JDM oORIG_ MARCH 2O18iiimmom _. PRO4NAMC. SHEET TITLE: SHEET:66 OFo 288 DWG# p'.tally 19461sslg - CLEAN WATER SERVICES STRUCTURAL OREGON GrNG DWG#.s002 THIS BAR IS ONE INCH I -- - — _ DURHAM AWWTF STANDARD CONCRETE "'E° °�1�1s S002 ���pr t6 19� cHic WHEN DRAWING IS - - Ci eanWaie SeIViCES BLACK&VEATCHq MAL `"°FnEaPHASE 5 SECONDARY TREATMENT REINFORCEMENT DETAILS Kok •YKALeE�`- ' _II Our eommrtment is cloar. SYSTEM EXPANSION PROJECT EXPIRES:DEC 37.2018 SDG scAiE:NO SCALE pEy# DATE wm 1PP0' DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 CWS 6757 p pRpJ 7k ENGR STAMP: T g z T 41/2• LOWER THE JOINT TO 1/2" w p PREVENT 0 CONC z w 41/ 4 INTERFERENCE BETWEEN 0 p .11111 EAMlSLAB O m REINF TOP AND SLAB M 6 4112" OMIT KEY IF T<12" CONC WALL REINF - m OMIT KEY IF T<12" ROUGHEN SURFACE TO EQ Y I 4"MIN 1/4"AMPLITUDE.NOT WIDEN BEAM __. T/15,3/ U I Y I6"WATERSTOP REQUIRED IF T<12" POCKET _+x -' m WATERSTOP1 �1 ' 0 1 11111 ._ CONC SLAB AT BOT AND SIDES t_ r _ h 3"COVER TO PREVENT U M, L . F m MINI I h BETWEEN ROUGHEN SURFACE TO 1/4" r "�I� AMPLITUDE.ROUGHENING NOT 1111 1 WATERSTOP F y- REQUIRED ON SIDES OR BOTTOM AND BEAM REINF BEAMOF POCKET.NO ROUGHENING fO __ T115,3/4"MIN I REQUIRED IF T<12" FOR T<18' TOP OF WALL TO BEAM/SLAB SLAB TO SLAB SLAB TO BOTTOM OF WALL TOP OF WALL TO BEAM/SLAB SLAB TO SLAB T T 41/2" 41/2" 41/2' gi 1/2" OMR KEY IF T<12" OMIT KEY IF T<1 T' T T NOTES' 9"WATERSTO CONC WALL Z 1.UNLESS NOTED OTHERWISE,WATERSTOPS SHALL BE PVC. ROUGHEN SURFACE TO ROUGHEN 2.WATERSTOP SIZE SHALL BE 6"FOR WALLS AND SLABS 18"OR CONC WALL 101 Z c c c T/3T/3T 1/4"AMPLITUDE.NOT , % r� LESS IN THICKNESS,AND SHALL BE 9"FOR WALLS AND SLABS REQUIRED IF T<12" u �"6"MAXIIIPI N SURFACE TO % 6"MAX �I' H • v 1/4"AMPLITUDE THICKER THAN 18". CONC SLAB • `' 3"CO SLAB +' I �3'COVER t vi II LIU DOWELS I d J w WATERSTOP i FORT>=18" SLAB TO BOTTOM OF WALL WALL TO WALL SLAB TO BOTTOM OF WALL WALL TO WALL JOINTS WITHOUT WATERSTOPS JOINTS WITH WATERSTOPS DETAIL TYPICAL CONSTRUCTION JOINTS DETAIL I NO SCALE NOTES: NO SCALE Z 1.REINFORCING STEEL IS CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS 2."CSJ WANS"-WITH WATERSTOP 1" 3."CSJ"-WITHOUT WATERSTOP I, - -CAULK W/BACKUP MATERIAL -I ON BONDBREAKER TAPE 12" 12" -SIKAREPAIR 224 OR 3/4 11 1/2 11 1/2" SAWED JOINT(1/8"±1116") N � / APPROVED EQUAL 1' 3"2" 1" (W/CAULK IF SPECIFICALLY ■■' 1/4'R TOOLED EDGES NOTED ON DRAWINGS) Ii 1 r+ ® ®----i-I I- ] -- ►rT- ii rr �i L. EXPANSION S HALF OF BAR wii- / METAL EXP CAP - BONDBREAKER-ELASTOMERIC WATERSTOP 1 NO WATERSTOPEXISTING TAPE OR REINF \--SAWCUT SURFACE ' JOINT MATERIAL CAULK DOWELS AT JOINT 1/4"R TOOLED EDGES(TYP) GREASE THIS HALF OF BAR NOTES ELASTOMERIC WATERSTO SHEAR BARS L TYPICAL CONTROL JOINT NOTES NOT APPLICABLE SHEAR BARS FOR SAWED CONTRACTION JOINT. TYPICAL EXIST REINF REPAIR AT SAWCUT SURFACES SLABS SLABS 2."SJ"-NO WATERSTOP I 11 1/2' 11 1/2' 12" 12" 3/4" 3/4"CHAMFER(TYP} 3 MAY BE SUBSTITUTED FO JOINT FORMED WITHLSAWEDORERT TYPE ONLYSTRI DETAIL 1"' 3/4" 3"2" 1" WITH PRIOR ACCEPTANCE BY THE ENGINEER. nCYHPMFER 'f 4.IF SINGLE LAYER REINFORCEMENT,EVERY NO SCALE ev OTHER BAR IS DISCONTINUOUS AT JOINT, • IF 2 LAYER REINFORCEMENT,TOP LAYER " + IS COMPLETELY DISCONTINUOUS AT JOINT. NOTES I- r SAWED CONTRACTION JOINT i '1-r 111- t r� i��� SLAB ON GRADE 1.DETAILS ON THIS DRAWING APPLY TO ALL DRAWINGS UNLESS iMETAL EXP CAP ( DETAIL OTHERWISE NOTED. GREASE THIS HALF OF BAR BONDBREAKER TAPE I __ CAULK W/BACKUP MATERIAL CAULK ALL EXPOSED FACES NO SCALE 2.WORK THIS DRAWING WITH THE STANDARD CONCRETE REINFORCING ON BONDBREAKER TAPE;ALL GREASE MERIC HALF OF TOP DETAILS. EXPOSED FACES GREASE THIS OF BAR EXPANSION JOINT MATERIAL I a SHEAR BARS 3.AT WALL JOINTS AND AT WALL BASE JOINTS,SECURE ALL ELASTOMERIC WATERSTOP ELASTOMERIC WATERSTOPS IN THE CORRECT POSITION USING HOG RINGS OR GROMMETS SPACED AT 12 INCHES ALONG THE LENGTH OF •a SHEAR BARS THE WATERSTOP AND WIRE TIE TO ADJACENT REINFORCING STEEL. WALLS WALLS I 4' EXPANSION JOINTS CONTRACTION JOINTS TYPICAL CONTROL JOINTS 4.AROUND WATERSTOP ISDOTING C MPLEOTELY FILLED WITH CONSOLIDAT DND 75 f ,ESURE SPACE BENEATH N NOTE: NOTE: CONCRETE.DURING OPERATION MAKE VISUAL INSPECTION OF ENTIRE Zi-N "EJ "W/WS"-WITH ELASTOMERIC WATERSTOP "CJ"W/WS"-WITH ELASTOMERIC WATERSTOP NOTES WATERSTOP AREA.LIMIT CONCRETE PLACEMENT TO ELEVATION OF "EJ"-WITHOUT ELASTOMERIC WATERSTOP "CJ"-WITHOUT ELASTOMERIC WATERSTOP 1.PROVIDE 3/4"SHEAR BARS @ 1'-6"CTRS ACROSS JOINT UNLESS NOTED OTHERWISE. WATERSTOP IN FIRST LIFT.RAISE ELASTOMERIC WATERSTOPS TO 2.REINFORCING STEEL SHALL NOT BE EXTENDED ACROSS JOINT UNLESS NOTED OTHERWISE. CONFIRM FULL CONSOLIDATION WITHOUT VOIDS.PLACE REMAINING o (--E. l DETAIL 3.SHEAR BARS SHALL BE SMOOTH FREE FROM RUST OR SCALE,AND GREASED TO PREVENT CONCRETE TO FULL DEPTH OF SLAB. <61 Q W DETAIL BOND(ONE HALF OF BAR ONLY). 5.�µucru R,y� NO SCALE NO SCALE 4.WATERSTOP SIZE SHALL BE 6"FOR WALLS AND SLABS 18"OR LESS IN THICKNESS, ,so,so PROF ss p pl AND SHALL BE 9"FOR WALLS AND SLABS THICKER THAN 18". FL F C5 aGINFF "O Ir< — > Dw+JDM p MARCH 2O18co PROJNANAE: SHEET TITLE ry SHEET:67 288 a"G" p taii'y sSly �� CLEAN WATER SERVICES STRUCTURAL OREGON +TNG °A��5003 THIS BAR IS ONE INCH _ Min- s wt DURHAM AWWTF STANDARD CONCRETE JOINT DATE' 03/14/18 F ..mAL GAD FILE k WHEN DRAWING IS �iC$T1W3r SeTV1CCS BLACK&VEATCH PHASE SSECONDARYTREATMENT S003 174,:'1..16 FULL SCALE. Our commitment is clear. DETAILS Plat ACSEfYt g APPD SDG SCALE:NO SCALE SYSTEM EXPANSION PROJECT E REVS DATE DRN APPD DESCRIPTION 2550 SW Hillsboro H . Hillsboro,Oregon 97123-9379 PcwsRO 6757 EXPIRES:DEC 31.2018 PROD#. ENGR STAMP: C/L SUPPORT C/L NORTH OR EAST C/L SOUTH / C/L SUPPORT TOP BAR SPLICEDISEND ' CONT INT TOP OR WEST BEAM SCHEDULE LENGTH -' ��y_�3 `OF_(i_3 OR LB/3 - ti OF(._3 OR_ LB/ REINF FROM BEAM +- SUPPORT OF S p g�NT �_ OF(LA/3 OR LB/3 SIDE FACE REINF CONT ENDBEAM SIZE(IN) BOTTOM END TOP INT TOP SIDE FAC STIRRUPS * 1 ADD INT TOP REINF REINF FROM SIDE FACE ADD INT MARK TYPE REMARKS SEE NOTE 5 TOP REINF ADD INT TOP 1 WIDTH I DEPTH REINF REINF REINF REINF(EF1 TYPE SIZE S I ADD END SEE NOTE 2, CONT INT AERATION BASIN STRUCTURE TOP REINF TOP REINF �� 1 ADJACENT BEAM REINF SEE SEE NOTE 2 TOP REINF B1 E 18 30 446 446 1#6 SA #4 6 }r / ` ( j NOTE 5 52 I 18 30 4-#6 4-#6 4-#6 1-#6 SA #4 6 ' B3 S 12 24 2#6 2#6 1#6 SA #4 6 t �I / ____________/' ' PIPE GALLERY I 'STD 90°HOOK B4 S 16 30 f 446 446 J ] 146 SA ( #4 6 ELECTRICAL BUILDING STD(90)HOOK B5 S 20 48 848 848 848 248 SA #4 6 (2)LAYERS REINF.T&B WHERE INDICATED S CONT BOT --ADD BOT �- B6 S 20 36 8#8 8#8 8#8 1#8 SA #4 6 (2)LAYERS REINF.T&B IN BEAM SCHEDULE ) REINF REINF SEE NOTE 1 I DEQ EQ SEE NOTE 1 SOT ONT ADD BOT SEE NOTE ;DEQ EOE B7 S 18 24 848 8#8 8#8 148 SA #4 6 (2)LAYERS REINF.T&B (TYP) ---+-7INDICATED 2 1�_ REINF REINF -±"" B8 S 16 24 3#8 3#8 3�F8 1#8 #4 6 UNLESS lA/8 IN SCHEDULE (*)x2-LA/8 WHERE INDICATED IN D CATED OTHERWISE _HE SCHEDULE, LA , LB = ( 1 INDICATED OTHERWISE �� �y B9 S 12 24 246 2#6 246 146 SA #4 6 r IN)SCHEDULE - -- - B10 S 12 20 2�/6 2�t6 2#6 1#6 SA #4 6 ( W8 f 611 S 12 26 4#8 4#8 4#8 148 SA #4 6 (2)LAYERS REINF.T&B TEXTEND END TOP - _ LB I REINF INTO ADJACENT CONCRETE SLAB TYPE E-END SPAN TYPE I-INTERIOR SPAN —C/L SUPPORT(*)Y=LA/3 i SEE NOTE 5 REINF C/L SUPPORT SIDE FACE BEAM SCHEDULE NOTES: TOP BAR SPLICE 1 f/ -C/L SUPPORT 1.UNLESS INDICATED OTHERWISE IN BEAM SCHEDULE,BOTTOM REINF SHALL HAVE LAP SPLICES LENGTH _(* =LA/3 CONT END (*h - CENTERED ON THE CENTERLINE OF THE SUPPORT USING 75%OF THE LAP SPLICE LENGTH =LA/3 ADD END TOP TOP REINF - _ INDICATED ON THE STANDARD CONCRETE REINFORCING DETAILS SHEET. USE THE LAP REINF-PROVIDE SPLICE REQUIREMENT OF THE SMALLER BOTTOM BAR IF BAR SIZES IN ADJACENT SPANS SCHEDULED SEE NOTE 2 i ADD END TOP REINF- CONT END TOP I SIDE FACE REINF DIFFER. AT THE CONTRACTOR'S OPTION,BOTTOM REINF MAY BE MADE CONTINUOUS, BARS C EE , FROM ADJACENT / REINF FROM / FROM ADJACENT WITHOUT SPLICING,ACROSS THE SUPPORT IF BARS IN THE ADJACENT SPAN ARE EQUAL - SPAN ADJACENT SPAN SPAN IN SIZE AND QUANTITY. 1 +L y1 / I 2.END AND INTERIOR TOP REINF SHALL BE LAPPED AT MIDSPAN BETWEEN SUPPORTS USING 75%OF STD 90°HOOK' 1 THE LAP SPLICE LENGTH INDICATED ON THE STANDARD CONCRETE REINFORCING DETAILS SHEET. CONT BOT _- HTO 90` y USE THE LAP SPLICE REQUIREMENT OF THE SMALLER TOP BAR,IF THE BAR SIZES EACH SIDE WHERE INDICATED REINF --- ADD REINF HOOK OF MIDSPAN DIFFER. AT THE CONTRACTOR'S OPTION,TOP REINF MAY BE MADE CONTINUOUS, WITHOUT SPLICING,IF THE TOP BARS EACH SIDE OF MIDSPAN ARE EQUAL IN SIZE AND I STD 90°HOOK �, O U QUANTITY. STD 90°HOOK i IN BEAM SCHEDULE WHERE 3" CONT BOT REINF 3.TOP AND BOTTOM BARS SHALL BE PLACED IN THE BEAM SECTION SUCH THAT ONE OF THE BARS (TYP) (*)=UNLESS 3"(NP) INDICATED FROM ADJACENT END SPAN ORS SEE IS LOCATED IN EACH CORNER OF THE BEAM STIRRUPS. 1 INDICATED OTHERWISE )- IN BEAM- ` SPAN SINGLE SPAN DETAIL I END TOP REINF EXTENINDICTO TED IN _ IN SCHEDULE SCHEDULE4.ALL TOP AND BOTTOM BARS SHALL BE PLACED IN ONE LAYER UNLESS INDICATED OTHERWISE. CONCRETE SLAB TYPE S-SINGLESPAN (TYP) WHERE MORE THAN ONE LAYER IS NOTED,PROVIDE 2.5 INCHES CLEAR BETWEEN LAYERS, THE SCHEDULE, LA __ AND PLACE HALF OF THE BARS IN EACH LAYER. TYPE C-CANTILEVER SPAN 5.SIDE FACE REINF SHALL BE CONTINUOUS WITH LAP SPLICES CENTERED AT THE CENTERLINE OF THE SUPPORT. A 90 DEGREE STANDARD HOOK SHALL BE PROVIDED AT THE EXTERIOR ENDS I ,..z.- C/L SUPPORT C/L SUPPORT SLAB OF BOTH SPANS AND AT BOTH ENDS OF SINGLE SPANS.SIDE FACE REINF SHALL BE SPACED (COLUMN OR (COLUMN OR WHERE EQUALLY ON EACH FACE. _{ BEAM) BEAM) OCC - TOP REINF6.PROVIDE MINIMUM#5 STIRRUP SUPPORT BARS IN ALL CORNERS OF STIRRUPS WHEN TOP OR 4 c,�'-- x iIL _--SECOND LAYER TOP REINF BOTTOM BARS ARE NOT PRESENT. LAP#5 BARS 1'-8"MIN TO SCHEDULED REINF. V60_ WHEN INDICATED IN SCHEDULE = U SIDE FACE REINF EQ SPACE 7.UNLESS INDICATED OTHERWISE,CONSECUTIVE STIRRUP CROSSTIES SHALL HAVE THEIR 90 DEGREE iL N a}E.- IV BETWEEN NEAREST TOP& HOOK PLACED ON OPPOSITE SIDES. IN THE EVENT THAT A SLAB FRAMES INTO ONLY ONE SIDE OF p, a Cm fill BOT BARS A BEAM,THEN THE 90 DEGREE HOOK SHALL BE PLACED ON THE SLAB SIDE CONSISTENTLY. IN 6" Z S1NCHES STIRRUP THE EVENT A BEAM IS NOT CONFINED BY A SLAB ON EITHER SIDE,THE STIRRUP CROSSTIE SHALL _ SiS1 DEGREE HOOK. MAXI +IN .. �2 SECOND LAYER BOT REINF ( � ) S2 INCHES S1 Z \` �\ WHEN INDICATED IN SCHEDULE - ------1-- EQUALLY SPACED _SPACING 1 T - S2 " z MAX SPACING (FT+IN) BOTTOM REINF NO 90 2 DEG CROSSTIE W/90 SEE OTDEG OR E 7 135 DEG HOOKS,CROSSTIE /90 DEG ORSEE NOTE 7 35 SPACING 2"/-� (FT+IN) -'� WIDTH COVER(TYP)SEE =' INCHES - STANDARD CONCRETE r'� /j> DETAILS SHEET 7 135°5113 HOOK(TYP AT - 135°STD HOOK(TYP AT TOP OF ALL STIRRUP TOP OF ALL STIRRUP STIRRUP SPACING LAYOUT TYPICAL BEAM SECTION LEGS) LEGS) _-- LAP SPLICE LENGTH OF LARGER BAR, -OPENING I — GREATER SLAB SCHEDULE BE SAME FOR REINF SLABS MAY /�I THAN 12" TYPE SA TYPE SB i • STIRRUP DETAILS SLAB PRIMARY REINF SECONDARY REINF ~ - ~� TypEt(IN) TOP BOTTOM TOP BOTTOM DET COMMENTS I --LAP SPLICE LENGTH INDICATED ON THE STANDARD S1 12 #5@6 #5@6 #5@9 #5@9 AERATION BASIN(ANAEROBIC TANK)COVER SLAB SUPPORT NOTE: CONCRETE REINFORCING DETAILS SHEET,LAP AT CENTER S2 12 #6@6 #6@6 #5@6 #5@6 ELECTRICAL ROOM FOR ADDITIONAL REINFORCING AROUND w w OF SPAN(TYP FOR PRIMARY&SECONDARY S3 12 #6@6 #6@6 #6@6 #6(q�6 PUMP STATION ROOF OPENING-SEE THE STANDARD p ❑ REINFORCEMENT) r M S4 18 #7@6 #7@6 #6@6 #6@6 PUMP STATION ROOF CONCRETE REINFORCING DETAILS SHEET 1 a w I PRIMARY REINF Z.‘471 a SLAB INTERACTION DETAIL DETAIL AT OPENINGS L o m PRIMARY REINF SECONDARY SLAB SCHEDULE NOTES: \ REINF \` r 1.THE SLAB CALL-OUTS S-_--1 SHOWN ON THE PLANS INDICATE THE DIRECTION OF PLACEMENT OF r ` y /1 - SUPPORT — SUPPORT THE PRIMARY REINFORCEMENT. p O \ SUPPORT 2.THE SCHEDULE INDICATES MAXIMUM SLAB THICKNESS.SEE PLUMBING SHEETS FOR THICKNESS CO Ix REDUCTIONS AT FLOOR DRAINS. TYPICAL SUSPENDED SLAB DETAIL plQ 3.ALL SLAB DETAILS TYPICAL FOR BOTH PRIMARY ANC SECONDARY REINFORCEMENT. S.1RUGToR. o❑I 4.REINFORCING IN SLABS MAY BE CONTINUOUS. cry�,G NEEP'o la 0H:JDM MARCH 2018 �- 2 -_ __ __ PROJNAME. SHEET SHEET:68 OE 288 'AVGM 19461. ----- CO p'. tally sig OSN'TNG OM*S004 rt CLEAN WATER SERVICES STRUCTURAL OREGON THIS BAR IS ONE INCHPL°T cHK:MAL cnoEaEx. WHEN DRAWING IS + , -- 1 - - -_- CleanWater Services BLACK&VEATCH DURHAM AWWTF STANDARD CONCRETE BEAM : 03/14/18 S004 y.,�Q?16 ,9� , s Our commitment clear. PHASE 5 SECONDARY TREATMENT Rk DETAILS,NOTES AND ALBEitt g ��SDG SSE: NO SCALE ALESYSTEM EXPANSION PROJECT 3 EXPIRES.DEC 31,2018 Rcvu DATE URN APPD oESGR1PTION 25505W HNlsboro Hwy. Hillsboro,Oregon 97123-9379 SCHEDULE PRQI#.6757 ENGR STAMP: 1 FLOOR SLAB F DWLS T&B,SAME SIZE& w z SPACING AS SLAB REINF 8"UNO ON PLANS El111= w UNLESS INDICATED OR SECTIONS 1 2 ui w OTHERWISE w o_4 a LAP SPLICE,UNO �4' a O a MECH CONNECTOR WI, CONC CAP,EXTEND w w PLASTIC PLUG FOR FULL HEIGHT OF WALL ENCASEMENT W 4 F FUTURE EXPANSION #5@i2" I 61AR70 w y g WATERSTOP ji WATERSTOP `�1 I • o o z o PLATFORM TO INCLUDE U \_ 2-#5 EF O¢V¢ r ,` EMBEDDED EYE BLOT TO .o z bp TIE OFF LADDER AT TOP,A + LAP SPLICE WI 4' CONC CAP,EXTEND \ HOOK TO SECURE A FULL LENGTH OF / MECH CONNECTOR W/ SAFETY HARNESS,AND A I O O ' LENGTH+3" OWLS EF,SAME SIZE& PIPE AS SPECIFIED • \ • SLAB PLASTIC PLUG FOR " FLOOR CONNECTION FOR SPACING AS WALL HORIZ FUTURE EXPANSION A PORTABLE HOIST. REINF UNLESS INDICATED r 4 `,, OTHERWISE SLABS(SECTION) WALLS(PLAN) 3/4'CHAMFER _ /-3 3/4" ;` PORTABLE LADDER TYP 6 PLACES (NOT IN CONTRACT) I (A1 ANCHORED CONCRETE ENCASEMENT FOR PIPE UNDER SLABS NO SCALE FUTURE EXPANSION DETAILSto NO SCALE �" -FOR CLARIFIER • /-#5@6"EW • / 1 ` LADDER STOP/LANDING / L EE DETAIL 6/SC301 #6@12 EWT&B •/ ARCHITECTURAL CONCRETE 11 (�S' d (CONCRETE CLASS C ON `"' SPECIFICATION 03 30 00) FINAL GRADE NOTES: ' \SEALENT AT ALL BELOW n r=• 1 IN 111 I i II r g� ��! • GRADE JOINTS TYP I V r �, Nwc, 1. THE SUBGRADE BELOW MAT SHALL BE 2'-0"THICK CRUSHED ROCK LAYER.THE TOP 6"OF CRUSHED ROCK LAYER SHALL BE WORK MAT LEVELING COURSE.CRUSHED ROCK LAYER o 0 0 ! U1 IS NOT USED AS UNDERDRAIN.THE CRUSHED ROCK LAYER SHOULD EXTEND 1 ��� Y w #5@12"TYP HORIZONTALLY BEYOND THE FOUNDATION EDGE BY 3 FEET.SEE SPECIFICATION 02200 AND `4 Rl o o ^ o o GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION. -� .010 0 0 0 0 #5 8AR .o o o 0001 o CONT(TYP) 2. PAD DIMENSIONS DETERMINED BY EQUIPMENT FURNISHED. NOTE' SEE PLAN SHEETS FOR DIMENIONS AND ELEVATIONS. • a.1 0 . 0 "0 Doo 0000 0000: 0 00 00 00 00 00o.0 1°— 6" .o .o .o !a D a o o o oa D a o "o --...4..--..H ,0 0O 00, 0 OLADDER STOP/LANDING SECTION NOTE 1 S005 318"=1'-0" I 12" ... TYP1 TYPE EXTERIOR EQUIPMENT PAD _—�— 316 ANCHOR BOLTB 3/4"=1'-0" PARAPET DETAIL z°xz"xz°xva" - TYPE 316 ST STL 3/4"=1'-0" LOCATION PER LADDER SLOPE SHOWN ON SECTION 1 6.LATALL CONC LADDER STOP/ - NDING AT BASIN FLOOR TOC w -FRP HATCH I EL 140.50.REINFORCE WITH#4@ CORE DRILL CORNERS I , 6"0C EA WAY,DRILL AND EPDXY EXISTING PRIOR TO SAW CUT, ALL VERTZITH AL DOWELS W CONCRETE MAX CORE SIZE 4"DIA, HOOK ATOP,4"EMBED. WALL OR SLAB DO NOT OVERCUT SPACED 2'-0"AROUND S00 ST STL GUIDERAILS PERIMETER. / TYP/ ' • •� TOP OF PLATFORM (--i ` SECTION SAW CUT TO ROUGH OPENING S005 3/4„=1'_0• 1 EL 167.50 .7 • —` — - }-" w DIMENSIONS 0 5'x7'x2"THICK I4 M '\\ / FRP HATCH n.a S00 SEE TYPICAL WASHDOWN I • AND LADDER PLATFORM • MI / PULL HANDLE 00 / PLAN ON SHEET SA106 ., d X 4' 0 AS REQUIRED 6" 3.-0" 3'.8" / \ NOTE: 1. ORIENT GUIDE RAILS SUCH THAT a.- / M /, 1/2"x5"TYPE 316 HATCH SLIDES OPEN WHEN PUSHED REMOVABLE HANDRAILST STL ANCHOR BOLT TOWARD CENTER OF EACH BASIN. SEE TYPICAL LADDER& ) EL 142.50 (___—— TYP DOOR STOP NOTE: WASHDOWN PLATFORM 2. SLIDING ACCESS HATCH SHALL BE DETAIL ON SHEET SA106 _ DESIGNED TO RESIST SEISMIC WATER HYDRODYNAMIC FORCE OF 500#/SFT. 2 1.SIZES AND LOCATIONS OF ALL OPENINGS MUST BE APPROVED 6' 6" HYDRODYNAMIC FORCE CAN ACT ON v a BY ENGINEER PRIOR TO BEGINNING CUTTING OPERATION. 1"MIN NON SHRINK GROUT A TYP 4'-0' 2'-3" �TYP EITHER SIDE. N OPNG TYP I 46 PROCEDURE FOR CUTTING OR ENLARGING OPENINGS IN EXISTING CONCRETE SLABS N OR WALLS LADDER STOP/LANDING DETAIL SLIDING ACCESS HATCH DETAIL NO SCALE 1/2"=1'-0" 1/2"=1'-0" F SZ1yUCTU q( ¢O ui 12"6" 0' 1' 2' 3' 4' 5' 12" 0' 1' 2' 3' 4' 5' 6' 7' 12" 6" 0' 1' 2' 3' , �o PRDA- O O 1/2"=1,-0' 3/8"=1'-0" 3/4"=1'-0" �G ,,G1196". 'GI ¢ N FF0 P I> +:JDM 0810 MARCH 2018 cn _ PROJNPME SHEET TITLE SHEET:69 OF 1� GW0p D tal{y 6S(y _ CLEAN WATER SERVICES STRUCTURAL OREGON NTNG ow°x S005 THIS BAR I INCH ��\�` DURHAM AWWTF MISCELLANEOUS CONCRETE 03/14/18 Al* ,s ,9>CHICMAL CAD FILE tt � WHEN DRAWING IS CleanWater' SC viCCS a BLACK&VEATCH S005 9 ALBERT A�=sDG : As SHOWN Our commitment is cleat PHASE 5 SECONDARY TREATMENT DETAILS EXPIRES:DEC 31,2018 FULL SCALE. SYSTEM EXPANSION PROJECT G"S 6757 EWA srX I REvu GarE GRN APPD', DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 cws a. I -BAR POSITIONERS @ HORIZONTAL , LAP SPLICE tr BAR POSITIONERS @ -I-- w 4'-0"VERT CTRS(TYP) 4'-0"VERT CTRS REINFORCEMENT O 1 (TYP) k I Sy r.rizt arrawea .rya --y y termer �J -.r;�i-a�.®e dea �i '� aie:#ea�e�.�e + CMU WALL AND MAIN 01110®1111®filE SIINNIMl■11®1[ F®I�i!®s■I�IC iil�l■113111111€ + I REINFORCING SCHEDULE ��� ,- T. ::�. .T��. T: :���-._.—_:- _ issallEl�Illl1l1' l � lIIIIII1I�IiI1I1ii1�� Ill, " Cw7 �Qr��a�eMer.er�'r_�aeweee.e.o�e®eer_se re�aer�.�4ema�a�e®eorm� MAIN VERTICAL REINFORCEMENT ��� ��—�� � �� �� �� BLOCK GROUTING BARS PER MAX SPACING MAIN ��� WEB MAY BE REMOVED TO i ! MAIN VERTICAL REINFORCEMENT _ � BUILDING WALL BAR elateFACILITATE PLACEMENT '®� \ THK 1) REINFORCED SIZE OF VERT HORIZONTAL s®s (SEE SCHEDULE) i -MAIN VERTICAL REINFORCEMENT (NOTE ' "r I AK OF FULL HEIGHT REINF l�1i�� (SEE SCHEDULE) CELL(NOTE 2) REINF REINFORCEMENT BARS W/O SPLICES(TYP) °ter PROVIDE MAIN VERTICAL ,..._...4 WEB MAY BE REMOVED .�� NORTH 8" F 1 #5 16" lin TYPICAL CONTROL JOINT � I REINFORCEMENT IN CELL NEXT TO s�tti TO FACILITATE li_i `--ADDITIONAL VERTICAL BARS AT Iii '�' PLACEMENT OF FULL � SOUTH 8' F 1 #5 16" 1 WHERE INDICATED ON ' CONTROL JOINT(ITP)00 Rog 13111 INTERSECTIONS,ENDS AND CORNERS, ELECTRICAL PLANS lir � � HEIGHT REINF(TYP) 11= UNLESS NOTED OTHERWISE NUMBER AND ROOM EAST 8" F 1 #5 16" 1-#5 @ 24" Omni SIZE TO MATCH TYPICAL WALL WEST 8" F 1 #5 16" i®`�� ilk"� REINFORCEMENT INTERIOR 8" F 1 #5 16" I110. ; HORIZONTAL ®i wv Bowe �®� REINFORCEMENT ®N ,®I HORIZONTAL '�� .� NOTES: NOTES: ors ��� REINFORCEMENT ®� 1.WALL SHALL BE FULLY GROUTED. n CONCRETE BLOCK III NOTES: 1. 'F"INDICATES A FULLY GROUTED WALL. o1.WALL SHALL BE FULLY GROUTED. �� CONCRETE BLOCK ��i!(�1ri 01';11111P ( �"� 5i:®:9 2. "1"INDICATES A SINGLE BAR CENTERED IN WALL,"2"INDICATES DOUBLE CURTAIN REINFORCING,� � � e WITH ONE BAR EACH FACE OF CELL. 3. SEE THE OTHER STRUCTURAL DRAWINGS FOR ADDITIONAL REINFORCEMENT DETAILS AT CONNECTIONS, I TYPICAL REINFORCING WITH CORNER CONTROL JOINTS TYPICAL REINFORCING WITHOUT CORNER CONTROL JOINTS SINGLE CURTAIN VERTICAL REINFORCEMENT SHOWN. DOUBLE CURTAIN VERTICAL REINFORCEMENT SHOWN. TOPS OF WALLS,JAMBS,LINTELS,ETC. DOUBLE CURTAIN SIMILAR EXCEPT BARS POSITIONED SINGLE CURTAIN SIMILAR EXCEPT BARS CENTERED IN EACH FACE,SEE ADJACENT DETAIL. WALL,SEE ADJACENT DETAIL. ITYPICAL MASONRY REINFORCING PLANS 3/4"=1'-0" CAULK BOTH SIDES MAIN VERTICAL REINF FULL LENGTH OF LAP SPLICES FOR REINFORCEMENT CONCRETE BLOCK \ 1/2" HEIGHT IN GROUT FILLED CORE (INCHES) TRIM SOLID BLOCK UNITS FLUSH -..--..-- \ EACH SIDE OF CONTROL JOINT (f,2500 PSI,IBC 2012&2015) WITH EDGERENOF WINDOW AND WALL#5IN& N CKOUSTRUCTURALLYBLOCK BCEAM AT TOPTED FLOOR& ]iIi[ BAR SIZE 8"CMU 12"CMU LOUVER OPENINGS 2#5 KNOCKOUT BEAM AT TOP OF SINGLE REINF DOUBLE REINF SINGLE REINF DOUBLE REINF l ® 4 12 20 12 17 LAP SPLICE ROOF LEVELS 5 18 32 12 27 (TYP) ' -U-BLOCK BOND BEAM LINTEL OVER 6 34 - 21 51 SEE THE TYPICAL / 1 OPENINGS,SEE SCHEDULE FOR PREFORMED CONTROL JOINT �- GROUT FILL 0 N LOAD BEARING + �1 I REINF(TYP) MASONRY WALL r TOP OF WALL STRETCHER BLOCK TYPE 1.NON-CONTACT LAP SPLICES SHALL NOT BE USED. DETAIL _ f MAIN VERTICAL REINF ABOVE& 2.O BRACKETED SPLICE LENGTHS NOT RECOMMENDED.USE MAIN VERTICAL \ r _ REINF(SEE - BELOW OPENING WHEN OPENING MECHANICAL CONNECTORS OR A FULL HEIGHT REINF BAR. WIDTH EXCEEDS MAXIMUM REINF SCHEDULE) •i STT --BACKER ROD AND J _ SPACING CAULK BOTH SIDES SEE NOTE 1 1 T I -WHERE EXTENSION IS NOT 1/2" >- MAIN VERTICAL REINF FULL POSSIBLE,EXTEND BARS AS FAR CONCRETE BLOCK z w v i AS POSSIBLE AND PROVIDE "F HEIGHT IN GROUT FILLED CORE } l STANDARD HOOK(TYP) EACH SIDE OF CONTROL JOINT t — I � a J w~o T MAIN VERTICAL REINF AT EACH i r T r 1—�__ CORNER&AT END OF WALL IiLllitliI 00 w yrnZ �.i _-- aw0 1 l I k-1' }_ _r T FOUNDATION LINE PREFORMED CONTROL JOINT OJW ILu z a \ KNOCKOUT BLOCK BEAM WITH z 2-#5(TYP),PLACE IN 2ND COURSE SASH BLOCK TYPE j? BELOW WINDOW AND LOUVER OPENINGS JAMB REINF(TYP)(SEE SCHEDULE) 1 w --- ti BACKER ROD AND O 0 - DOWEL,SEE NOTE 4(TYP) 1/2" CAULK BOTH SIDES O __,Z CONCRETE BLOCK-,I �-MAIN VERTICAL REINF FULL HEIGHT IN GROUT FILLED CORE L IIS EACH SIDE OF CONTROL JOINT I NOTES: 1Q1 Llle"s.Taittifferreffe 1.EXTEND JAMB BARS FULL WALL HEIGHT WHERE OPENING WIDTH EXCEEDS 1'-4", 24 GA SS FORMED OTHERWISE,EXTEND ONE SPLICE LENGTH OR 2'-0"MIN PAST OPENINGS. DIVISION STRIP GENERAL NOTES I 2.SEE STANDARD CONCRETE REINFORCING DETAILS FOR SPLICE LENGTH IN CONCRETE. H BLOCK TYPE 1.THE DETAILS ON THIS SHEET ARE APPLICABLE TO ALL CONCRETE MASONRY CONSTRUCTION. 3.MINIMUM HOOK EMBEDMENT SHALL BE 10"FOR#6 AND SMALLER BARS,12"FOR NOTES: SPECIAL NOTES,SECTIONS AND DETAILS SPECIFICALLY NOTED ON THE DESIGN DRAWINGS M #7 BARS AND 14"FOR#8 BARS.STRAIGHT BARS MAY BE USED IN LIEU OF HOOKS 1. LADDER TYPE JOINT REINFORCEMENT IS DISCONTINUOUS AT CONTROL JOINT.BOND SHALL BE APPLICABLE IN LIEU OF THESE TYPICAL DETAILS. n n. IF ADEQUATE CONCRETE THICKNESS IS AVAILABLE. BEAM REINFORCEMENT IS CONTINUOUS THROUGH CONTROL JOINT. n 2. CONTROL JOINT IS CONTINUOUS FULL WALL HEIGHT. 2.FOR MISCELLANEOUS APPURTENANCES INCLUDING EMBEDMENTS,BRACING,STEEL OR PRECAST 4.AT EACH VERTICALLY REINFORCED CELL,PROVIDE A SINGLE DOWEL CENTERED IN LINTELS,VENEER,FLASHING,WEEPS,INSULATION,SEALINGLING,,CAULKING AND EMBEDDED PIPE ic- THE CMU WALL,UNO.LAP SPLICE LENGTH FOR DOWEL SHALL BE BASED ON A SINGLE 3. CONTROL JOINT LOCATIONS SHALL BE AS INDICATED ON THE PLANS. AND ELECTRICAL CONDUIT,SEE THE DESIGN DRAWINGS. isi REINF WALL,EVEN IF JAMB OR MAIN VERTICAL REINF IS DOUBLE CURTAIN.DOWEL N� BAR SIZE SHALL MATCH SIZE OF JAMB OR MAIN VERTICAL REINFORCEMENT. 4. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF VENEER CONTROL JOINTS. 3.WORK THIS DRAWING WITH THE STANDARD MASONRY LINTEL&JAMB REINFORCING DRAWING. cv �, TYPICAL MASONRY REINFORCING ELEVATION (7--\, TYPICAL CMU CONTROL JOINT 1.M O NO SCALE lyj NO SCALE u c Tu �lQ 12" 6" 0' 1' 2' 3' Sta PROFA< o of 3/4"=1,-0" �4,<�G 461.'/O jC] p 19461 oRN:JDM PATE: MARCH 2016 PRO.INAMC: SNEETTITLE SHEET:70 288 ANG# sig D'. tally _ a CLEAN WATER SERVICES STRUCTURAL oREGGN , TMAL CAD FILE t. THIS BAR IS ONE INCH CH - DURHAM AWWTF DA°E: 03/14/18 u<cp 99^ S006 W EN S C1eanWater Services © BLACK&VEATCH STANDARD MASONRY WALL S006R z i6 , I FULL SCALE. Our commitment is clear. PHASE 5 SECONDARY TREATMENT PLM kALBEFtT - REINFORCEMENT DETAILS I A�SDG SCALE AS SHOWN SYSTEM EXPANSION PROJECT EXPIRES:DEC 31.2018 REV# DATE r DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 pRpl#.6757 ENGR STAB: I I -WEB MAY BE REMOVED TO FACILITATE PLACEMENT OF FULL HEIGHT REINF BARS W/O Ong MAIN VERTICAL REINF SPLICES(TYP) Ong JAMB SCHEDULE LINTEL SCHEDULE 0 pli�ll.► JAMBS NUMBER OF LINTELS a DOUBLE CURTAIN WALL • I BUILDING WALL BLOCK OPENING SIZE NUMBER OF BARS PER to �- =` REINF SHOWN.SINGLE THK BAR REMARKS REINFORCED BUILDING WALL OPENING SIZE BOT TOP REMARKS °i1i 6 REINFORCED REINFORCED SIZE DEPTHCURTAIN REINF CELLS CELL �, �. HI ��,�s 4 v wrq CELLS REINF REINF ELECTRICAL ALL (CENTERED) #5 - 1 s�� I 1i ii ROOM ELECTRICAL WALL ALLS 8" <4'-0"TO"9'4" 24" 2#5 2#5 SIMILAR EXCEPT •114 �� ail r� / � CENTERED IN WALL r 8" 5 TO 2 1 C ��A°.om� a8 °° = ROOM WALLS <4'-0"TO 9'-4" 3 1(CENTERED) #5 I -J I a TOP REINF NOT TO NNW I NOTES: SPAC NNAX G OF MAN OPENING SIZE NOTES: " O w % O --BOTTOM REINF CLIz • i VERTICAL REINF (7 I� 1. AN INTERIOR WALL IS A WALL IN WHICH NO PORTION OF THE WALL IS EXPOSED TO THE EXTERIOR. (SEE SCHEDULE) 1. BEAR ALL LINTELS A MINIMUM 2'-0 AT EACH END. ( -A 2 2. REINFORCE JAMBS AS INDICATED UNLESS NOTED OTHERWISE ON THE DRAWINGS. 2.REINFORCE LINTELS AS INDICATED UNLESS NOTED OTHERWISE ON THE DRAWINGS. IJAMB-PLAN LINTEL-SECTION I TYPICAL MASONRY JAMB SCHEDULE AND PLAN NO SCALE TYPICAL MASONRY LINTEL SCHEDULE AND SECTION NO SCALE MINIMUM EMBEDMENT PER SCHEDULE UNLESS THE DD RAWINGS ISE ON BOLT WA 0 1 4 rpm :opH S I 0' -0"TO 8'0" 16" EMBEDMENT SCHEDULE(UNO) SEE Q;4- 8 3/8" F A 5' 83/8" S HEADED BOLT EMBED ARCHITECTURAL r _w= _ ii. ANCHOR SIZE DRAWINGS FOR ®®i �`^ p 314"DIA 'PAM CI MAX c7 2 1/2" 4" VENEER AND �� a AM - i BOLT,OR ®®�®°° b' HEADED / ° THREADED 5/8" 4" FLASHING w o: ANCHOR i 3/4" 5" DETAILS- �/% O O Iz ROD W/NUT 7/8" 6" Q BOLTS "S° ® ®� w O [ 1" 7" MASONRY ® O CTRS 0AR pip; zore¢ LINTEL �"�� fs g "==; s > UPPER BOND BEAM �I f,� Z-0" CONCRETE OR BOND BEAM NOTE: eD ' �`' Q j �� ��_ M 0�®�ai _ j 6 244 �I` CUT TO SLOPE OF ROOF MINIMUMSBOLTFSPACING SHALLEBE 12 1I BOLT DIAMETERS WITH A MINIMUM EDGE 2'-0° DISTANCE OF 6 BOLT DIAMETERS AND L8x6x7/16{GALV,LRH), L8x4x7/16(GALV,LLH)EXTEND SEE 1 S MI 111616.... WITH A MINIMUM OF 6"TO END OF WALL, LENGTH IS 1"LESS THAN ARCHITECTURAL TYP BOND ANGLE 8"PAST EDGE OF OPNG UNO. &BEAR ON THE VENEER EACH OPENING WIDTH.FOR DRAWINGS FOR BEAM 3/8" SMALLER WALL CAVITIES, 3/B" END.FOR SMALLER WALL CAVITIES, VENEER AND REINF CONT 1=MI Mk I TRIM HORIZONTAL LEG TO .►r� TRIM HORIZONTAL LEG l FLASHING ��� TO APPROPRIATE LENGTH AND APPROPRIATE LENGTH AND DETAILS ■I�— GRIND EDGE SMOOTH.GALVANIZE GRIND EDGE SMOOTH. END OF TYPICAL MASONRY ANCHOR BOLT DETAIL AFTER LEG IS TRIMMED. GALVANIZE AFTER LEG IS LOWER LOWER BOND BEAM TRIMMED.- - - BOND BEAM I NO SCALE OPENING WIDTH<=4'-0" OPENING WIDTH>4'-0" OVENEER SUPPORT AT OPENING B BOND BEAM STEP DETAIL NO SCALE NO SCALE I 4� _y r_ GENERAL NOTES EXTEND WALLImo-CONCRETE 1. THE DETAILS ON THIS SHEET ARE APPLICABLE TO ALL CONCRETE MASONRY CONSTRUCTION. ' REINF INTO SLAB OR .��� �A�.rSPECIAL NOTES,SECTIONS AND DETAILS SPECIFICALLY NOTED ON THE DESIGN DRAWINGS CONC BEAM ADJUSTABLE ANCHOR i�� BEAM MORTAR JOINT AT 16"CTRS �jQ SHALL BE APPLICABLE IN LIEU OF THESE TYPICAL DETAILS. • ►t1 FULLY GROUTED 8" FILLED STD HOOK `�I W/CAULK(TYP) GROUT . I d (NOMINAL)CMU 2. FOR MISCELLANEOUS APPURTENANCES INCLUDING EMBEDMENTS,BRACING,STEEL OR PRECAST W 1 KNOCKOUT CONTINUOUS CELLS(TYP) CAST STONE i�4'0 LINTELS,VENEER,FLASHING,WEEPS,INSULATION,SEALING,CAULKING AND EMBEDDED DWL SIZE TO DOVETAILVMS �4 A PIPE AND ELECTRICAL CONDUIT,SEE THE DESIGN DRAWINGS. I MATCH VERT BLOCK � r CL 1/2"DIA BOLT SLOT Ire-0719 3. WORK THIS DRAWING WITH THE TYPICAL MASONRY WALL REINFORCING DRAWING. y WALL REINF - IN i BOND BEAM I� W/NUT(tA2'-0"OC 1,00111 a rip"a. rirkgratririre 111 4C1 2 I CONCRETE ..0 .i. / CWALL OR OLUMN II�Ii �� o 1"1'I , \-CL 3/4"DIA ANCHOR CV NTYPICAL LOAD BEARING MASONRY WALL TYPICAL MASONRY WALL AT r ne 411111a ®s GALV)@ 2'-0"OC a 9AT CONCRETE BEAM OR SLAB CONCRETE WALL OR COLUMNNO SCALE O NO SCALE CAST STONE SUPPORT DETAIL _ _ RE9 w !� 12" 9" 6" 3" 0' 1' i< E 1 1/2"=l'-0" 1 1/2"=1'-O" 4,c.,9 �G I N S '0 Ior> +:JOM MARCH 2018 71 288 • D'. twi 6S)9 ' PROJNAME: SHEET TITLE' SHEET: OF: DWG tF u) mmommom CLEAN WATER SERVICES STRUCTURAL O EGON +TNG DWG DoT 03/14/18 sFA 9^ S0°7 THIS BAR IS ONE INCH - DURHAM AWWTF STANDARD MASONRY LINTEL GATEr•16,9 otimMAL CAD FILE A WHEN DRAWING IS CleariWateI Services Q BLACK&VEATCH PHASE 5 SECONDARY TREATMENT AND JAMB DETAILS °La S007 qR`� `c ` I FULL SCALE. - — - — — Our commitment is clear. SYSTEM EXPANSION PROJECT EXPIRES:DEC 31,2018 AP SOG AS SHOWN REV�` DATE DPW nraG DE. 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 R�nwx 6757 ENGR STAMP a I 12"(TYP UNO) 5'0"MAX POST 15" • OFFSET INTERSECTING RAIL SPACING ON STAIRS 12"IF NO c� OTHERWISE SEE NOTE 5 I L I 1 ' ER _CzBAIL �I_ _ 6"a MOUNTED L OTHERWISE 12" STOP PLATE SHALL BE - ALUMINUM OR STAINLESS STEEL d, -- GUARDRAIL_ HANDRAIL " C iri �Ir�l� ® / LOCATED SUCH THAT SELF-CLOSING HINGES WITH OR ADJACENT �1�1a U" v I 4a SEE NOTE 5 l IIMM 4 RETURN '78'7 CLEARANCE; 1/2"MINIMUM CLOSED GATE IS IN \ NYLON BEARINGS AND CLEARANCE;OTHERWISE I RAIL ORN R P AN CONTINUOUS Z . HANDRAIL ALIGNMENT WITH STAINLESS STEEL SPRINGS --FACE OF WALL CORNER Q 00� C GUARDRAIL yr. I TO WALL 1!2" CENTERED OVER STRINGER GUARDRAIL — , 3"CLR � 6-0"(MAX) 12"(TYP) d d r 1 1/2"DIA HANDRAILING - I I� RETURN HANDRAIL TO WALL d a r.1 o CONTINUOUS OPTIONAL I__ j w / HANDRAIL— t - _ I TOP OF FLOOR (CLOSE END,WELD& 1 1/2"DIA w w : GRIND SMOOTH),TYP ~ TOP OF • 1 ' r.- 1 1/2" w wd c 7, N' FLOOR OR --_,..:1_ HANDRAIL t RAILING RAILING L� RETURN 12" OR PLATFORM w d PLATFORM HANDRAIL (TYP) , . f w 1 TO WALL • ��� � � - TOP OF FI OOR TOP OF FLOOR CONC STAIR OR !i IF APPLICABLE c OR PLATFORM j31 RAIZ �I PLATFORM LANDING WALL BRACKET,FASTEN TO wCONCRETE W/3/8'SS EXP OR OR PLATFORM STRINGER EDGE BEYOND, �N(- • ADHESIVE ANCHOR(3 1/2"MIN GATE CONFIGURATION TO MATCH ADJACENT a FOR POST BRACKET ' EMBED)OR TO CONC BLOCK RAILING OR AS PROVIDED BY SELF-CLOSING MOUNTING TOP OF FLOOR CONC OR METAL STAIRS WITH 3/8"SS TOGGLE BOLT,TYP SAFETY GATE MANUFACTURER IN SAME SEE DETAILS OR PLATFORM MATERIAL AS GUARDRAIL.SWING GATE `• `" 1•1 41\ :`• • ` • BELOW ' 4TAIR RAIZ ING ELEVATIOty ELEVATION 3/8" A-A INWARD WITH HINGES LOCATED TO PROVIDE SEE NOTE 4 AND 5 CONTINUOUS HANDRAIL AT 3/8"=1'-0' 1 12"=1'-0" LEAST OBSTRUCTION TO ACCESS. (T THREE RAIL GUARDRAIL INTERMEDIATE LANDING r s1 WALL MOUNTED HANDRAIL 3<6"=1,o" �C�SELF-CLOSING SWING GATE i NOTFR: AS NOTED NO SCALE 1. ALL RAILING MATERIAL SHALL BE ALUMINUM AND ALL ACCESORIES AND ANCHOR BOLTS SHALL BE 4.GUARDRAIL MAY BE REPLACED WITH WALL MOUNTED HANDRAIL AT STAIR EDGES AND STRINGERS LOCATED ADJACENT 7.AT LOCATIONS SPECIFICALLY INDICATED AS REMOVABLE RAILING,GUARDRAILING AND MOUNTING DETAILS STAINLESS STEEL.SEE PROJECT SPECIFICATION FOR MATERIAL AND FABRICATION DETAILS TO WALLS.IF THE OUTSIDE EDGE OF THE STAIR STRINGER IS MORE THAN 3°FROM THE WALL FACE,GUARDRAIL SHALL BE MODIFIED AS FOLLOWS: 2.ALL RAILING AND MOUNTINGS SHALL BE DESIGNED AND FABRICATED IN COMPLIANCE WITH THE MOST SHALL BE USED. 'RAILING SHALL BE DETAILED IN SHORT LENGTHS THAT WEIGH NO MORE THAN 50 LBS.EACH PIECE STRINGENT REQUIREMENTS OF THE RAILING SPECIFICATIONS,THE APPLICABLE LOCAL BUILDING CODE 5.THE INBOARD HANDRAILING AT SWITCHBACK STAIR LANDINGS MUST BE CONTINUOUS FROM ONE STAIR RUN TO THE SHALL INCLUDE AT LEAST 2,BUT NOT MORE THAN 3 POSTS.RAIL ENDS SHALL BE TERMINATED AND ALL PERTINENT OSHA AND LOCAL SAFETY REGULATIONS. NEXT.ADJUST INDICATED DIMENSION AS REQUIRED TO ALIGN AND CONNECT RAILINGS OVER THE LANDING EDGE. SIMILAR TO THE END TERMINATION DETAILS THIS SHEET. I 3.GUARDRAIL AND HANDRAIL SHALL BE DESIGNED AND FABRICATED IN CONFIGURATIONS REQUIRED TO 6.THE GUARDRAIL AND HANDRAIL CONFIGURATIONS ON THIS SHEET WILL NOT SATISFY ADA REQUIREMENTS FOR *MOUNTING DETAILS SHALLUSE BE OF TOOLS. MODIFIED TO PERMIT RAILING PIECES TO BE REMOVED AND FIT THE LOCATIONS INDICATED ON THE DESIGN DRAWINGS.CONTRACTOR SHALL VERIFY FINAL HANDICAPPED ACCESSIBILITY.AT LOCATIONS ON THE DESIGN DRAWINGS WHERE CONFORMANCE WITH ADA REQUIREMENTS REINSTALLED WITHOUT DIMENSIONS BEFORE FABRICATION. IS SPECIFICALLY NOTED,THE RAILING SUPPLIER SHALL MODIFY THE CONFIGURATIONS TO COMPLY WITH THE MOST STRINGENT REQUIREMENTS OF ANSI 117.1 UNIFORM FEDERAL ACCESSIBILITY STANDARDS AND THE ACCESSIBILITY 4"MIN STANDARDS OF THE AMERICANS WITH DISABILITIES ACT(ADA). 1 1/2"POST ` 3/16"WEEPHOLE,ALL EXTERIOR LEAVE CLEAR AT II 1 (4)1/2" EPDXY ENAMEL POSTS ON MECHANICALLY 5 REMOVABLE POSTS �- 4 0 EXPANSION OR (2)5/8" COATING ON CONNECTED FIXED RAILING --- a , SEALANT 4 HIGH MIN CONC °:• ADHESIVE EXPANSION OR ALUMINUM BRACKET • CURB WHERE i SEALANT �_N Q ANCHORS ADHESIVE EDGE OF FLOOR OR I I INDICATED;OTHERWISE , " ANCHORS �_�i. PLATFORM 7 CONCRETE CURB �" 2"ID PVC PIPE SLEEVE PROVIDE 4"KICKPLATE Z AI ��O�J / TOP OF WHERE INDICATED FLANGE MOUNT TO CONCRETE 'g , . i L__ - _TOP OFCURg AT REMOVABLE POSTS 1 WHERE APPLICABLE _ L ► -4-#3 BARS x 2'-0"LONG, " 3"STAINLESS STEEL • yfIII _ / PIPE SLEEVE W/118" WELD TO SLEEVE AND FIELD r mg 11I ! (41 BOLT j21 BOLT EPDXY ENAMEL COATING N z ® f FLOOR OR 1 WELDED BASE PLATE Q BEND.SAT STAIRS o i I f POST SETTING CEMENT FIELD BEND BARS TOWARD © 4" HIGH MIN CONC CIIE GE OF CONCRETEPLATFORM CENTER OF STAIRS \iN_ Z_ AT FIXED POSTS- CURB WHERE N 1 o FILL LOWER 53/4" ON ALUMINUM BRACKET vi INDICATED;OTHERWISE ¢1 w POST SETTING PROVIDE 4"KICKPLATE o � TOP OF CONCRETE �, 1 ®� W/STYROFOAM,ON ALL CEMENT BETWEEN PVC I EXTERIOR FIXED POSTS AND STEEL SLEEVES, SIDE MOUNT TO CONCRETE THOMPSON CAST ALUMINUM BRACKET FLANGE #TBE 3.4 FOR 4 BTHOMPSON CAST OLTS BASE ONLY AT REMOVABLE POSTS II ��NI STEEL BASE FLANGE (#TSM-1.50),OR ACCEPTABLE CL WEEP HOLE& ( ( ) S, STEEL SIDE MOUNT PVC DRAIN PIPE #TBE-3.2 FOR(2)BOLTS),OR BY RAILING SUPPLIER EQUAL;W/(4)1/2"SS EXPANSION OR BY RAILING SUPPLIER INTO TANK BELOW FIXED j2EMOVARI F I � ACCEPTABLE EQUAL. ADHESIVE ANCHORS. Q "t°4"HIGH MIN CONC , - / rTh ALUMINUM RAILING STFFI RAILINQ ALUMINUM RAILING T AI IN I CURB WHERE NOTES: AND REMOVABLE DETAILS SIMILAR EXCEPT AS NOTED. INDICATED; �-- BASE FLANGE MOUNT �E-- SIDE MOUNT 1. PROVIDE 4"KICKPLATE SLEEVEMO NT TO -ON RET 1 12"=1'-0" 1 1/2"=1'-0" POST MOUNTED TO CONCRETE ("7" SLEEVE MOUNT I I IF PERMITTED BY THE ENGINEER THE STEEL BASE 3"=1'-0" PLATE MAY BE OMITTED ON STEEL i_- POLYESTER FILM ISOLATOR POLYESTER FILM ISOLATOR ' BETWEEN ALUMINUM BRACKETS AND STRINGERS AND THE STEEL POST FIELD WELDED WITH ' } BETWEEN SSIMILAR METAL STRINGERS BRACKETS AND DISSIMILAR METAL STRINGERS `: 1 G A 1/4"FILLET WELD ALL AROUND THE BASE - �� 1 } MIN(2)1/2" mum STRINGER STRINGER -CHANNEL ACTS AS KICKPLATE SS BOLTS(TYP) pLANGF MOI INT TO MFTAI - ci TAT; 11111-11111 GRATING OR / M111 a w �J o Ilk CHECKERED CENTER POST -FLANGE TOP OF STRINGER 10 w PLATE -] O Q w -TOP OF STRINGER �I I I .- ON FLANGE(TYP) i- - - c - • 4"KICKPLATE POLYESTER FILM ISOLATOR \i BETWEEN ALUMINUM RACKETS I I []�•_ ' 0 / \ow AND DISSIMILARMETAL a a AlkCHANNEL OFLANGE TGE INWARD T � 5 I� 2 W OOR 12" 0' 1' 2' 3' 4' 5' 6' 7' THOMPSON CAST ALUMINUM BASE STEEL BASE FLANGE THOMPSON CAST ALUMINUM �' � STRINGER OR ACCEPTABLE EQUAL 2 1 2"SS BOLTAIR ACCEPTABLE S UAL)W/MIN BOLTSSUPPLW/ W/MIN 2-1/2"SS WRM N 2-1/2"SS BOLTSOR TABLE(EQUAL;) RAILING SUPPLIER SS BOLTSL ! 1 1/2"=1'-0" FLANGE #TBF-2 AT HORIZONTAL BY RAILING SUPPLIER BRACKET #TSM-1.50 OR STEEL BRACKET BY RAILING THOMPSON CAST ALUMINUM #SMB-2 STEEL BRACKET BY 12" 9" 6" 3" 0' 1' N� II II �4 a g;.•-.,_ am R IIIlO �� OUTSIDE ALUMINUM RAILING STEEL RAILING ALUMINUM RAIZ ING STEEL RAILING ALUMINUM RAILING T AI IN" 12" 9" 6" 3" 0" # a oh FACE <U CHANNEL ACTSASKICKPLATE (" BASE FLANGE MOUNT �H� SIDE MOUNT J OFFSET SIDE MOUNT j�� olo OFFSET$IDE MOUNT TO MFTAI 1 1/2"=1'-0" 1 1/2"=1'-0" 1 12"=1.-0" ��PEo PR�FF C)1 POST MOUNTED TO METAL ';' �GINFc SO � � 9 � > JDM ire MARCH 2018 Y I I-- -- _ .... PRoaNnMc 3HEETTITLE: SHEET:72 288 °NfG" p • talrt ly s'� • mommum _. +a CLEAN WATER SERVICES STRUCTURAL OREGON S008 DURHAM AWWTF D-s"TNG 09G# THIS BAR IS ONE INCH rt 1 - GUARDRAIL AND HANDRAIL DATE: T 03/14/18 nor 1=§' CAD FILE WHEN DRAWNGIS CleaIIW Services © BLACK&VEATCHS008 �� is DG SCALE, AS SHOWN FULL SCALE. II- our commitment a dear. PHASE 5 SECONDARY TREATMENT DETAILS kAIBERt4 SRI_v#I DATE DRN APPO DESCRIPTION _--- 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT CWS 6757EXPIRES:DEC 31,2018 PROJ e: ENGR STAMP: FLOOR TREAD/2 RUN DIMENSION-UP 1/4"ALUMINUM PL CLOSURE TREAD/2 RUN DIMENSION-UP 1/4"ALUMINUM PL CLOSURE TREAD 1" °' r 3116"FILLET WELD TO 3/16"FILLET WELD TO 1 112"ALUMINUM GRATING (-11 RUN DIMENSION-UP STRINGER RB WHERE GRIND SMOOr-i )TH (+1-)1 TR STRINGER WHERE GRIND SMOOTH TREAD/2+ RU TRDIEM�ENSION-UP STRINGERSTRT T WI ABRASIVE NOSINGrip, '"� 1"� )._ � xx INDICATED ALUM RISER PL 1!4" J L ` INDICATED BOLTS TYP ALL TREADS AND ► TYP / TYP 1/4"ALUMINUM PL CLOSURE SEE THE STANDARD '- ' V LANDINGS BELOW v ..■.' ,...i. � q i 3/16 1-/ L ' 1 1/2"J 3116"FILLET WELD TO V <1TYP GUARDRAIL DETAILS �i TREADS —' \. \�\' ALUMINUM GRATING STRINGER&GRIND SMOOTH I DRAWING(TYP) ¢ }} a i ° 1 1/2'ALUMINUM GRATING `..4 ' L3x3x1/4x0'-3 112' M� TREAD W/ABRASIVE I_I_____i__ �� r Fair, i NOSINGTYPICAL,BOLTTO HALFTREAD +1' BOTH , TREADW/ABRASIVE '� CS12x11.8ALUMINUM z �' ■�wwww��' NOSING TYP,BOLT TO IiEr+; l STRINGER STRINGERSW/(2)3/8"SSRUNSW/NOSINGON \\ i i'/ iii/ BOL SGERS W/2-3/8"SSz -'- jwia__ N i��� * j' �- CSI2x11.8 ALUMINUM STRINGER 03/16 // 1 w__-__-_ I CS12x71.8ALUM ilf \I z �� ALUMINUM/4xI �,wwwIOwwwI- BOLTS DOWN RUN ., i�\ �UMINUML3x3x1/4x0'-31/2" 1/4 ALUMINUM PL 5 1 1/2 so r WELD TO STRINGER&C5 W/3/16" ��ww www www; STRINGER CLOSURES,WELD TO � ) „ ' _- in mi ALUMINUM I� j u'1 j � MIN FILLET WELD ALL ROUND ll ill A STRINGER&GRIND ALUMINUM L3x3x1/4x0'-9"W/2-3/4" 1_ GRATING Imo' , t� FP' SS EXPANSION OR ADHESIVE / I --(4)3/4"SS Iw71 3; ALUMINUM CS5x2.21 �y TRIM L AS REQUIRED SMOOTH TREAD W/ ��' �! BEAM SOFFIT ". ABRASIVE z ' ! HORIZONTAL LONG (4)-3/4"SS EXPANSION R ANCHORS @ 6 112"OC EXPANSION OR ADHESIVE NOSING m CS12x11.8 c' SLOTTED HOLES @ ADHESIVE ANCHORS ALUMINUM L LONG W/ ALUMINUM ANCHORS ANCHORS TYP BOLT TO l- + EACH RUN STRINGERS W/ (2)3/4"SS STRINGER HORIZONTAL LONG 5"I EQ EQ EQ 5 0 SLOTTED HOLES @ ANCHORS -� J 5" EQ EQ EQ.5" 2-3/8"SS BOLTS BEAM SOFFIT EXPANSION �* ( - * 's OR ADHESIVE BEAM SOFFIT , �* ,. ' ANCHORS TREAD/2 RUN DIMENSION-DN *61/2"MIN '812'MIN (+1") O DETAIL" O 1 1/2"=1'-0"DETAIL O ALTERNATE DETAIL 1 DETAIL =1'-0 1 1/2^=1'-0" 1 1!2"=1°-0" RUN_ DIMENSION-UP TREAD/2 LANDING DIMENSION CS12x11.8 LANDING DIMENSION 1" 11" (-1") LANDING DIMENSION : MAX-5 1/4"MIN ALUMINUM STRINGER HALF TREAD(+t")BOTH RUNS (MITER CORNERS& LANDING DIMENSION TREAD/2 RUN DIMENSION-UP 2. W/NOSING ON DOWN RUN 2"ALUMINUM 1"MAX-1/4"MIN WELD W/COMPLETE TREAD 1" `t LANDING GRATING PENETRATION WELD) HALF TREAD(+1") e - 1/4"ALUMINUM PL CLOSURE, WELD TO STRINGER&GRIND 2"ALUMINUM 1IIUIIIIU _ I 1 112"ALUMINUM GRATING SMOOTH ALUMINUM L2x1 1/2x1/4 TYP,MITER&WELDER CS4x2.33 LANDING GRATING '-ALUMINUM 'v} OUTBOARD STRINGER IRA ITREAD W/ABRASIVE NOSING LANDING SUPPORT, } ^TYPICAL,BOLT TO • 2"ALUMINUM LANDING GRATING BOLT TO STRINGER W/1�"' CORNERSW/COMPLETESTRINGERS W/(2)318"SSW OUTBOARD STRINGER BEYOND 3!8"SS BOLTS @ 12"OC ET LANDING SUPPORT ATBOLTS LANDING SUPPORT, ; -------. PENETRATION WELD A�LUMIN CL W/ 01 _ iii „.„16,1„...__.--,,,,,,, _ ALUMINUM L2x1 1/2x1/4 'moimmal11/2°ALUMINUM CS12x11.8 ALUMINUM v r ALUMINUM L6x6x5/8 W! , I 2'ALUMINUM INGRATING TREAD W/ STRINGER,TYP I '1:-., " I 1/4”PL STIFFENER @ L3 1/2x3 1/2x5/16x0'-3" ABRASIVE NOSING i r, CP BOLT TO STRINGER W! 2'-0"OC,FASTEN TO ( ) iEACH END W/ 13/4 SS, BOLT LANDING GRATING d�iwwwww,wwij TYP,BOLT TO I 3/8"SS BOLTS @ 12 OC I � ; BOLT TO CS12 � 3/16 WALL W/3/4"SS EXPANSION1 STRINGERS W/ ,,. N 1 _ :u% OR ADHESIVE ANCHORS @ 1 � (2)318"SS BOLTS � 1,,,),„,. L2x1 1/2x1!4 ALUMINUM � Zr` CS4x2.33 _li 12"OC `� i '� 1 ALUMINUM LANDING MIN 6" LANDING SUPPORT-BOLT TO .-` � LANDING Cl =' (N ASUPPORT AT BOVCE (TYP ALL AROUND) @ 12 OC, SUPPORT,L2x1 /4 BOLT TO ALUMINUM LANDING MI- -j' I ALUMINUM_I �� �� �,f �' STRINGER .8 �I"1- -Iq- ALUMINUM ! ALUMINUM L5x5x3/8 3/16 V 111 TRIM L AS REQ'D7 I TYP L3 1/2x3 1/2x5/16x0'-3" �� z ANCHORS STRINGER W/3/8" I!' Ur ,r , i 3/16W/2-3/4"SS BOLTS SS BOLTS 12"OC �ly u v r r: / W/(1)3/4"SS BOLT TO CS12 @ ALUMINUM ALUMINUM L6x3 1/2x5/16x0'-3" °' - CS4x2.33 ALUMINUM LANDING SUPPORT o', ALUMINUM PL 3/8x6x0'-6" 4 ALUMINUM I WELD TO STRINGERS&BOLT AT LANDING CL W/ALUMINUM L3 1/2x3 1/2 3/16 13 3-9 P 6 O I 3/16 TO HEADER W/(2)3!4"SS II L2x2x1/4 ALUMINUM DIAGONAL HEADER BOLTSx5/16x0'-3"EA END&(1)3/4°SS BOLT TO 1/8 r BRACE W/(1)3/4"SS BOLT EA 1" HEADERALUMINUM L6x3 1/2x5/16x0'-3" r I --�-1.� --BEAM SOFFIT END _ WELD TO STRINGERS&BOLT RUN DIMENSION DN TREAD/2 CS6x4.03 ALUMINUM HEADER TO HEADER W/(2)3/4"SS BOLTS r (+1") (1)3/4"SS EXPANSION OR I ADHESIVE ANCHOR -- DETAIL (E l DETAIL O DETAIL CD DETAIL 1 1/2"=1'-0" 1 1/2"=1'-0" 1 1!2"=1'-0" 1 1/2"=V-0" 1/8 / I RUN DIMENSION-DN TREAD/2 LANDING DIMENSION 1/8 \NP ALUMINUM 3x3x1/4 ALUMINUM GRATING STAIR NOTES: STAIR DESIGN NOTES: TREAD < CP " TABS(TYP(2)PLCs) 1. STAIRS SHALL BE DESIGNED BY THE SUPPLIER IN GENERAL ACCORDANCE WITH DETAILS ALUMINUM L2x2x1/4 1. ALL ALUMINUM SHAPES SHALL BE ALUMINUM ASSOCIATION INDICATED ON THESE DESIGN DRAWINGS. THE DESIGN SHALL COMPLY WITH ALL APPLICABLE 2'ALUMINUM LANDING GRATING W/(1)3!4"DIA SS STANDARD STRUCTURAL SHAPES. HALF TREAD(+1")W/ y BOLT @ EA TAB PROVISIONS OF THE LOCAL BUILDING CODE,ANSI A117.1 AND OSHA. ABRASIVE NOSING { OUTBOARD STRINGER BEYOND 2. DESIGNATION LEGEND FOR ALUMINUM SHAPES: 7" -ALUMINUM 3x5x1/4 TAB 2. THE DESIGN SHALL BE SEALED BY AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT. IF ALUMINUM L2x1 1/2x1/4 LANDING CS 12 x 11.8 REQUESTED,CALCULATIONS SHALL BE SUBMITTED FOR REVIEW. SUPPORT,BOLT TO STRINGER CS4 ALUMINUM LANDING CHANNEL T W/3/8'SS BOLTS @ 12"OC SUPPORT @ LANDING CL DEPTH 1 1/2"ALUMINUM 3. THE COMPLETED FABRICATIONS SHALL SUPPORT THE LOADS AND DEFLECTION CRITERIA INDICATED GRATING TREAD W/ �` SEE LANDING DETAILS MEMBER WEIGHT IN THE STRUCTURAL AND MISCELLANEOUS METALS SPECIFICATION ABRASIVE NOSING 1,111311/1111 v CS12 ALUMINUM STRINGERS LB/FT L 5 x 5x3/8 TYP,BOLT TO ■ww.mumuu ANGLE T 4. THE STAIR DESIGN AND DETAILS SHALL BE COORDINATED WITH THE HANDRAILING AND STRINGERS W/ j O LEG LENGTH I GUARDRAILING SUPPLIED. STAIR MEMBERS SHALL BE ADEQUATE TO ACCEPT LOADS FROM THE RAIL n (2)3/8"SS BOLTS I, II_ LEG LENGTH POSTS BASED UPON THE CRITERIA INDICATED IN THE RAILING SPECIFICATIONS. ■ � I ]i-v TYPICAL LANDING BRACING LEG THICKNESS w F ,�w.■■■■■,.1 1I' 3/16 NO SCALE 3. WELDS NOT DIMENSIONED ON THE DRAWINGS SHALL BE 5. CONNECTIONS TO THE SUPPORTING STRUCTURE SHALL BE ADEQUATE TO TRANSFER ALL LOADINGS, wEMMEN EM AND SHALL BE DESIGNED IN ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF THE AISC MANUAL SIZED TO DEVELOP THE FULL STRENGTH OF THE LEAST AND ACI 318 APPENDIX D.THE NUMBER AND TYPE OF CONNECTIONS SHALL COMPLY AT A MINIMUM, ALUMINUM L6x3 1/2x STRENGTH COMPONENT OF THE CONNECTION. I �' 5/16x0'-3"WELD TO WITH THESE DESIGN DRAWINGS. ALL NECESSARY BRACKETS,BOLTS,AND ANCHORS SHALL BE PROVIDED. O'-o,, -- , STRINGERS&BOLT TO N o ■'i '( ' HEADER W/(2)3/4" �i , ' SS BOLTS EA END H DETAIL CS6x4.03 ALUMINUM HEADER 5,0 CTURgz w 1 1/2"=t'-0" RSO PRDA- OIa CS12x11.8 12" 9-6" 3"-0 1' ��� 1N 0 oI ALUMINUM STRINGER 1 112"=1'-0" ��' ��G946e�9/�- > +JDM �E; MARCH 2O18 mmmmom W E: SHEET TITLE: SHEET'73 OR 288 UNG# • D•. tally S% -' CLEAN WATER SERVICES STRUCTURAL OREGON N ° TNG DWG fk S009 pie 03/14/18 SFA 99� THIS BAR IS ONE INCH M DURHAM AWWTF TYPICAL STAIR DETAILS �, z 16 WHEN DRAWING IS aeanWater Services Q BLACK&VEATCH S009 RkALeER1v MAL � � PHASE 5 SECONDARY TREATMENT PLp FULL SCALE Our commitment is cle#r. SYSTEM EXPANSION PROJECT cryS EXPIRES:DEC 31.2018 Ar'r'�SDG AS SHOWN may# �� DRN Amu oESC "T 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 Rrtw x.6757 ENGR STAMP 0 I -3/8"CLEARANCE MIN GRATING THICKNESS AND EMBED 3/4 3/16"CLEARANCE MAX- BAR JOIST OR VARIES SEE C/L BAR JOIST OR BEAM TWE(STEEL OR ALUM) ARCHITECTURAL 'E' _ - REMOVABLE CHKD PL-SIZE 3/4" 3/16"CLEARANCE MAX 2" INDICATED ON DWGS AND TYPE ALUMINUM AS ` P ' ks BAR,THKTO MATCH INDICATED ON THE DWGS SS HINGE 3H6 3116 r2-6 e1/4 r TW 1/8°NAIL '1,....—Mil E- REMOVABLE CHKD 1 1/2"MIN ALUMINUM BAR, SS CSK FH BOLTS IN ���tt� HOLE 2-0' I 1 _ PLATE j 3/16"CLR MAX THICKNESS TO I TAPPED HOLES w ry U z r". �.- --"'''''",,:229 ',r.-.�.�....���� .�- "�„'� . Kcn¢a t'--=jib= P L SIZE'B' %'I - d iiiie"i - EQUAL THICKNESS cu ¢ GALE STEEL) a) C C 1 N ^ ! OF PL+1/8" -/ ALUM CHECKERED PL(SIZE AS I ( ! J J 318 8C/ 3/8 6 3/8 6 INDICATED ON THE DRAWINGS) " 1!2" L2 1/2x2 1/2x1/4 e J ---1 i L AxAx1/4"ALUMINUML4x3xV4 OR 1/2"x4"HEADED 0 ALUMIMUM 1/8"BEARING PADS 6"LONG [11 11 aill L5x3 1/2x1/4 3/4"x4"HEADED CONC CONC ANCHORS D UNO W/1"SPACES BETWEEN. C'SS EXP ANCHORS OR @ 2'-0"CTRS g ANCHORS @ 2'-0"t L4x4x1/4-EXTEND 6"PAST BAR JOIST PANEL POINTS ADHESIVE ANCHORS @ 2'-0" (MIN 2 PER SIDE) E 1/2"EXP ANCHORS GLUE TO ANGLE �`� PROVIDE WHERE ROOF OPNG FRAMING SUPPORTS I 1/4"x4"WELDED HEADED CTRS(MIN 2 PER SIDE) SS @ 2'-0"CTRS(MIN L2x2x1/4 MITER AND WELD 3x1/4 LLV FOR SPANS MECHANICAL EQUIPMENT WEIGHING 301 LBS AND L2x2x1/4 MITER AND WELD 2 PER SIDE) AT CORNERS ALUMINUM UP TO 7'-0",L5x3 1/2x1/4 GREATER(REQUIRED BAR JOISTS ONLY) SIZE AS INDICATED ON DWGS LLV FOR SPANS 7-0"AND STUDS @ 2'-0"CTRS AT CORNERS.ALUMINUM INTERMEDIATE SUPPORT L GREATER(MAXIMUM (MIN 2 PER SIDE) NOTE DIMENSION TO BE COORDINATED W/MECHANICAL SPAN=10'-0") EQUIPMENT OR ROOF HATCH SUPPLIER. GRATING L SIZE L SIZE 'C'ANCHOR 2. ROOF DECK NOT SHOWN FOR CLARITY. THICKNESS T AxAx1/4B' DIA MINE' 1 1 3/4 x 1 3/4" 2 1/2x2 1/2x1/4 1/2" 31/4" PLAN SECTION 1 1/4 1 3/4 x 1 3/4" 2 1/2x21/2x1/4 1/2" 31/4" 1 1/2 1 3/4x 13/4 2 1/2x2 1/2x1/4 1/2" 31/4" CHECKERED PLATE SUPPORT DETAIL HINGED ALUMINUM CHECKER PLATE SUPPORT DETAIL TYPICAL METAL DECK OPENING FRAMING DETAIL 1 3/4 2x2 3x3x3/8 3/4" 43/4" 3°=1'-0" 3"=1'-0" 3"=1'-0" 2 21/2x212' 3x3x3/8 3/4" 43/4" 2 1/2"21/4 21/2x21/2 3x3x3/8 3/4" 43/4" 41/2° 2 1/2 3x3" 3x3x3/8 3/4" 4 3/4" 21/2" 1" CONTINUATION OF CMU CONTINUATION OF CMU WALL(WHEN APPLICABLE)* WALL(WHEN APPLICABLE) TRIM AND BEVEL UPSTANDING LEG TO FIT ill118� 3 ,�,��� STEEL DECKING Opp/ STEEL JOIST W/BEVELED ENDS �S�P� — /�A1GRATING SUPPORT DETAIL 1'rSTEEL DECKING CONT BOND BEAM ® toPL 1/2"x5"x9" bs i _ , BY JOISTS)WD SLY r,° tor—1 �. i 'v NO SCALE 1"GROUT r4110,---"vii �►� - .I i_i i. 6"MIN AS �•.—— _�t 111 _ ROOFTOP ► CONT BOND BEAM —•, (TYP) REQ'D UNIT V=li \ " W/2-#5_-__-__ - _ L6x4x3/8(LLV) I- HVAC CURB CONT BOND BEAM W/2-#5, ' tO ® JOIST- S INTERRUPTED AT POCKET W/HALF BLOCK wESTED ANGLES OR CUT CHANNELS. Cat I; SEE PLAN FOR SIZE AND LOCATIONS. JOIST LOCATIONS ONLY. r' \ CMU WALL(SEE PLANS 5/8"DIA ANCHOR co.,Z O¢ WELDED CORNERS.COORDINATE MAXIMUM POCKET LENGTH FOR THICKNESS —� BOLTS @ 24"OC L2x2x16 GA ,Q ) CONTINUOUS DIMENSIONS WITH MECHANICAL SHALL BE 12 INCHES, r FILL POCKET W/GROUT —ArzAiyrrA ALL AROUND-- IP, EQUIPMENT SUPPLIER. �� (2)5/8"DIA ANCHOR r AFTER JOIST INSTALLATION CMUTWALL 6"GAGE (SEE PLANS JOIST OR BEAM , q DECK INSIDE OF FRAME EXCEPT 111 � AS INDICATED ON PLAN FOR THICKNESS) STEEL DECKING EDGE SUPPORT BETWEEN JOISTS(SLOPED ROOF) M�- %_. CONT BOND BEAM W/245 --L4x4x1/4 AT EA JOIST.3/16"x2"FILLET STEEL JOIST BEARING ON CMU WALL(SLOPED ROOF) CL SUPPORT I iiir WELDS TO JOIST AT 6"O.C. 1 1/2"=1'-0" MEMBERS (REQUIRED @ BAR JOISTS ONLY) SEE STEEL DECKING SCHEDULE FOR WIDTH �, OF EDGE ZONE 6"FASTENER SPACING 3613 WALL OR BEAM -...00° ' AROUND ALL OPENINGS TYPICAL METAL DECK ADJUSTABLE EQUIPMENT CURB FRAMING DETAIL NO SCALE 36/4 + + + •-- BELOW --- l---> DECKING -�� 1 DECKING FIELD 41/2' 36/5 �— } — } •- PERIMETER % OPNG I STEEL DECKING "m P) SHEET WIDTH BRIDGING ANGLE(TYP) 36/6 # • ♦---- -0 ETAL DECK} SUPPORT FASTENER rp,,,,,„;_., SEEBUILDING PLANS SP T Com') 36/7 • i •- 1FOR PERIMETER EDGE -- --SIDELAP FASTENER P MEMBERS (� ) L3x3x1/a,LENGTH AS NEEDED 1 \ ,e TO ATTACH TO BRIDGING AND T SEE STEEL DECKING ® ANCHOR BOLTS I SCHEDULE FOR WIDTH OF 1/8 2 SHEET WIDTH=36" SEE STEEL DECKING SCHEDULE FOR TYPE "` � EDGE ZONE 1 1/8 21. TYPE AND SPACING OF SUPPORT I / 01;dFASTENERS AND SIDELAP FASTENERS ;� .,. � �� METAL DECK ATTACHMENT DETAIL STEEL DECKING FASTENER DETAIL a ■■ ■, NO SCALE NOTES. NO SCALE wa 1�AVA ' `va N s STEEL DECKING SCHEDULE 1.DECKING TYPE THAT INCLUDES"A"SHALL BE ACOUSTICAL DECKING. 5/8"DIA ANCHOR BOLT(TW), DECKING SUPPORT FASTENERS SIDELAP FASTENERS 2."G60""AND"G90"INDICATE GALVANIZING THICKNESS,"PRIME"INDICATES PRIME PAINTING. 5 0 LOCATED IN FIRST COURSE OF BUILDING LOCATION DEPTH TWE GAUGE COATEDGE ING MIN SPANS TYPE FIELD PERIMETER TYPE FIELD PERIMETER ZONE SEE STEEL DECKING SPECIFICATION. v c MASONRY BELOW BRIDGING ANGLE (NOTE 1) (NOTE 3) (NOTE 4) PATTERN PATTERN SPACING SPACING WIDTH w (NOTE 2) (NOTE 4) 3.DECKING SHEETS SHALL BE CUT TO COVER AT LEAST THE NUMBER OF SPANS INDICATED. ill n STEEL JOIST BRIDGING END SUPPORT DETAIL ELECTRICAL ROOF 1 1/2" B 18 G60 2 5/8"PUDDLE 36/7 36/7 #10 TEK 9"OC 6"OC 6'-0" 4."SCREWS","POWER-ACTUATED",AND"PUNCHED"SHALL BE AS DESCRIBED IN THE STEEL DECKING WELD SCREWS SPECIFICATION. O . 1 1/2°=1%0" 9S RU CTU Rq IO STEEL DECKING SCHEDULE 12° sirs_ 6" 3" 0" 12"-9" 6" 3" 0' 1' ����PRoFF NO SCALE 3"=l'-0" 1 1/2"=1'-0" t 00 I 'P01 p 288 Fr isas$• 1 ¢¢ oRNMM grAt MARCH 2018 PROJNAME: SHEET TITLE SHEET'74 OF: DWGM . }�'�Y A °SN TNG &solo CLEAN WATER SERVICES STRUCTURAL PLOT ll0 OREGONvJ, --- THIS BAR IS ONE INCH ��77 _ DURHAM AWWTF MISCELLANEOUS METAL DATE: 03/14/18 FAr 16 1g� cHx,MAL CAD ik WHEN DRAWING IS uleanWaber Services © BLACK&VEATCH PHASE 5 SECONDARY TREATMENT DETAILS RLcu: `5010 4.47.,'''''''' RkACBEP, I $ -.. Our commitment ie clear. SDG AS SHOWN SYSTEM EXPANSION PROJECT cws EXPIRES:DEC 31 2018 REV it DATE DAN ARRo 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 RRa 6757 ENGR STAMP: rB PARAPET r - cc O RETURN OPTIONS ` NOTE 7 WALK THROUGH MINI 2'-6'_ - NOTES: MIN U 1.ALL LADDERS,FALL PROTECTION SAFETY SYSTEM,AND REST PLATFORMS,COMPLETE WITH GUARDRAILINGTESTI AND GRATING AS REQUIRED, \\ GH SHALL BE DESIGNED AND FABRICATED BY THE LADDER SUPPLIER IN CONFORMANCE WITH THE LATEST ISSUE OF OSHA/ANSI A14.3, 1 -N SECTION 1910.27 APPLICABLE BUILDING CODE STANDARDS FOR FIXED WALL LADDERS,AND THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS.GENERAL CONFIGURATION AND DETAILS SHALL CONFORM WITH THIS DRAWING.ALL REST PLATFORMS 0 ROUND TUBE AT , SHALL BE GUARDED WITH RAILING AND KICKPLATE TO MATCH PROJECT STANDARDS. W WALK THROUGH \-,PROVIDE a io ° EXTENDING 2.LADDER AND ALL APPURTENANCES TO BE MATERIAL AS NOTED ON DRAWINGS.COORDINATE MATERIALS AND FABRICATION WITH °s LADDER SAFETY THE SPECIFICATIONS FOR MISCELLANEOUS METALS,GUARDRAILING,GRATING AND FIBERGLASS,IF APPLICABLE. I v w eD II o POST IF STEEL(PAINTED)-ASTM A36,SHOP PRIME PAINTED TOP OF PARAPET, iv ' REQUIRED STEEL(GALVANIZED)-ASTM A36,ZINC COATED IN ACCORDANCE WITH ASTM A123. EDGE OF ROOF, ALUMINUM-ASTM A6061-T6 ALLOY WITH MILL FINISH UNLESS NOTED OTHERWISE. PLATFORM OR TOP OF _ _4 ��� STAINLESS STEEL-ASTM TYPE 316L 11 " n �, I l FIBERGLASS-FIBERGLASS REINFORCED PULTRUDED TUBE,UV PROTECTED. m 4° GRATING-1"THICK MIN;PAINTED,GALVANIZED OR STAINLESS STEEL,ALUMINUM OR FIBERGLASS TO MATCH LADDER MATERIAL. ° ° TOP RUNG TO BEo -----i I RAILING-1 1/2"OR 1 3/4"ROUND OR SQUARE,HORIZONTAL RAILS TO MATCH PROJECT STANDARDS WITH MINIMUM 4"KICK PLATE. -FALL PROTECTION LEVEL WITH I SAFETY SYSTEM,IF LOCKING HASP 3.LADDER RUNGS TO BE 1"DIA BARS OR PREFABRICATED FLAT TOP LADDER TREADS W/MINIMUM 1"WIDE SLIP RESISTANT SURFACES. LANDING REQUIRED,SEE SLIP RESISTANT SURFACE SHALL BE MEDIUM PITCH DIAMOND KNURL FINISH ON RUNGS.SPACE RUNGS AT 12". LADDER SIDE RAILS OR PLATFORM7 NI NOTE 8 ° ip TO BE FLAT STOCK. I ° (4)HINGES PER DOOR 4.FURNISH LADDERS IN CONFIGURATIONS REQUIRED TO FIT THE LOCATIONS INDICATED ON THE DESIGN DRAWINGS. CONTRACTOR SHALL VERIFY FINAL DIMENSIONS BEFORE FABRICATION. LJ I 5.LADDER SHOP DRAWINGS SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT. IF REQUESTED BY THE ENGINEER,CALCULATIONS OR TEST REPORTS VERIFYING THE LADDERS COMPLIANCE WITH APPLICABLE Milli ° - STANDARDS SHALL BE SUBMITTED,AND SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE O1 ° PROJECT. / ° rn I 1 6.IF A LADDER CONFIGURATION INDICATED ON THE DRAWINGS REQUIRES THAT THE LADDER SPAN A GREATER DISTANCE BETWEEN I mME ° ° I SUPPORTS THAN INDICATED ON THE TYPICAL DETAILS,THE LADDER SUPPLIER SHALL DESIGN THE LADDER,THE LADDER BRACKET, AND THE LADDER BRACKET CONNECTIONS FOR THE INDICATED SPAN IN ACCORDANCE WITH NOTE 1 ABOVE. THE BRACKET Z -H I---I CONNECTIONS SHALL BE AT LEAST EQUAL TO THE TYPICAL CONNECTIONS INDICATED. cc - ° _ v I 7.IF INTERRUPTION OF GUARDRAIL IS REQUIRED,SEE SELF-CLOSING SWING GATE DETAIL ON STANDARD GUARDRAIL DRAWING. FALL PROTECTION I O1 M SELF-CLOSING GATES SHALL BE UTILIZED AT ALL LADDER ENTRANCES EXCEPT LANDING(REST)PLATFORMS FOR tL 0 I 1 CONTINUOUS LADDER CLIMBS. SAFETY SYSTEM,IF b t9 LADDER REQUIRED,SEE NOTE 8 w Z = 11111111 WIDTH 8.A FALL PROTECTION SAFETY SYSTEM SHALL BE PROVIDED ON LADDERS WHERE THE LENGTH OF CLIMBING IS MORE THAN 24 FEET w C9 TO A MAXIMUM UNBROKEN LENGTH OF 30 FEET OR WHERE THE LENGTH OF CLIMB IS LESS THAN 24 FEET,BUT THE TOP OF THE Im ' U _z UNDER HATCH SECURITY DOOR LADDER IS MORE THAN 24 FEET ABOVE GROUND LEVEL,FLOOR OR ROOF.REST PLATFORMS SHALL BE FURNISHED AS REQUIRED TO TYPICAL RUNGS,SEE I z m NOTE 3 f' �� �' NO SCALE NO SCALE LIMIT STRAIGHT CLIMBS TO 30 FEET.THE LADDER FALL PROTECTION SAFETY SYSTEM SHALL BE OSHA APPROVED. __-- -- -- ---�J - F a I v O EN 1.--.1 *MUST FX FEND 4" 2'-0"" MIN PAST ROOF__ _ r EDGE 3 BARS OR P 1 =' TUBES EQ i - SPACED- i 7 I i� 4BARS OR �' YO 1 / TUBES EQ I '� GRATING �'. SPACED - -.� iq PLATFORM _ VW ti I NOTE: w I -' 4"TOE ._'O_ TOP RUNG TO BE O BOARDS----- 'V; LANDING LEVEL ITH + '? w Ili OR PLATFORM fa z I i 0 0 .ilPI' SECOND BRACKET ' READ IF PARAPET I � n� EXCEEDS 401NCHES " X I IN HEIGHTABOVE - �* ¢ ROOF.MAXIMUM 7"MINIMUM 10" jt 1 BRACKET SPACING IS MAXIMUM UNLESS .}I 7"MIN CLEAR TO 48 INCHES WARRANTED BY THE ACTUAL 1 1 I THE NEAREST -- LADDER CONFIGURATION j 1"-4"MIN PERMANENT OBJECT l'n I I CLEAR_ 1'-8"MAX CLEAR PEFAI II T OPTION 1 OPTION MINIMUM RETURN RETURN TO REAR OF PARAPET TYPICAL LADDER TO ROOF WITH CROSSOVER PLATFORM NO SCALE (13-. PARAPET RETURN OPTIONS NO SCALE REFER TO OTHER VIEWS 7"MIN CLEAR TOUSE OPTION 1 IF NONE INDICATED. FOR CONNECTION THE NEAREST 7"MIN CLEAR TO 7"MIN CLEAR TO 7"MIN CLEAR TO 7"MIN CLEAR TO PERMANENT OBJECT THE NEAREST THE NEAREST THE NEAREST THE NEAREST PERMANENT OBJECT , (PERMANENT OBJECT PERMANENT OBJECT PERMANENT OBJECT I lei 01 PER ©1 PER ©1 PER 1 PER ' BRACKET BRACKET I BRACKET 0 0° 111 441.31111111 - , T!°BRACKET■I! _ %/// 1.111. °a.a 0 0 01 O ii Oi r g la Ii CONCRETE GROUTED CMU HOLLOW CMU STRUCTURAL STEEL THROUGH MASONRY VENEER o;CV v 0 ®LADDER BRACKET BY LADDER SUPPLIER;WITH HOLES FOR CONNECTION TO STRUCTURE. 3 1/2"DIAMETER STAINLESS STEEL ADHESIVE ANCHORS WITH SCREEN TUBES.MINIMUM EMBEDMENT PER THE ANCHOR MANUFACTURER'S ICC-ES REPORT. ADJUSTABLE BRACKETS SHALL BE PROVIDED WHERE REQUIRED TO COMPENSATE FOR Cl;IF LADDER IS PAINTED OR GALVANIZED STEEL,USE 3/4"GALVANIZED HIGH STRENGTH STEEL BOLTS WITH COMPATIBLE ,'1 ®2 1/2"STAINLESS STEEL ADHESIVE OR EXPANSION ANCHORS.MINIMUM EMBEDMENT PER THE ANCHOR NUT AND WASHERS.IF LADDER IS STAINLESS STEEL OR ALUMINUM,USE 3/4"STAINLESS STEEL BOLTS WITH c MANUFACTURER'S ICC-ES REPORT. COMPATIBLE NUTS AND WASHERS. s.lRucruR,< 0,Q ( TYPICAL LADDER BRACKET CONNECTIONS ,copRopFss, 0Cl 0a 5aGINR5" O o NO SCALE 2� tsasl•9 W G JDM ,. MARCH 2018 m� PRo NANIC CLEAN WATER SERVICES SHEET STRUCTURAL SHEET:75 OF.288 GwGa p'. tally Q OSTNG DWG*S011 � PLOT 03/14/18 uFA � TWHENRDRAWINGISH - - uleanWater Services a BLACK&VEATCH DURHAM AWWTF STANDARD LADDER DETAILS MTF. SO11 '�R,�gLe 9 O«MAL CAD FILEN PHASE 5 SECONDARY TREATMENT PLOY FULL SCALE. _ Our commitment is clear. SDG GC"'NO SCALE SYSTEM EXPANSION PROJECT PRO EXPIRES:DEC31,2018 FEW DIN DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PROD y_6757 ENGR STAMP `c PIPE AS NOTES' 3/4"DIA SS PIPE ASSPECIFIED NOTES. SUPPORT WIDTH=12". -----L------>' SPECIFIED�� 1 1.SUPPORT WIDTH=12" ADHESIVE DI BASE TEE OR BASE 2.#5 EF W/STD HOOK FOR PIPE ANCHOR 63/4" // 2.#5 EF W/STD HOOK FOR PIPE ELBOW(4"AND LARGER) 7 DIAMETER 48"AND LARGER MIN EMBED(TYP) I I DIAMETER 48"AND LARGER. +— 2 LAYERS 15 LB ASPHALT ice° +_1001.‘, 50II Q/j° p5- j 3"x1/8"SS STRAP _{: -a) . SATURATED FELT BETWEEN z + * PIPE AND CONCRETE,TRIM 2 ! ! �� 2 LAYERS 15 LB — ,� m /��`� AT EDGE OF CONCRETE vi ° r...„...„ ASPHALT SATURATED Ii/ 1 W U SEE NOTE 2 iw 4. Wa, UFELT BETWEEN PIPE / I 3"MtN W ��rir� w AND CONCRETE,TRIM W p��� w �����` AT EDGE OF CONCRETE w ����� w #4 TIES @6", -�_ w Ali_���� #5 DWLS @8"(2 MIN) rn (2 MINIMUM) '���� � #5 OWLS @ 8" 4-3/4"DIA BENT ANCHOR 1 r,.�' EACH FACE ��-� (2 MIN)EACH FACE - 2 BOLTS ND S�1/2"SQ WASHERS F-LOCKING T #4 TIES @6° �� r/ Illr •' SLAB THICKNESS j - WELDED TO BOLT HEAD (2 MINIMUM) SLAB THICKNESS MINUS 3"(6"MAX) MMUS MINUS 3"(6°MAX) -O io EACH"DOWELS SIDE(4 MIN) SUPPORT LENGTH ADHESIVE ANCHOR FOR SUPPORT LENGTH ---ADHESIVE ANCHOR FOR —#4 TIES @6"(2 MIN)W/(2)EXTRA TIES AT TOP ' =PIPE OD REHAB CONSTRUCTION =PIPE 0.D.+12" REHAB CONSTRUCTION IiL(TYP) (TYP) SLAB CONCRETE SADDLE PIPE SUPPORT DETAIL CONCRETE SADDLE PIPE SUPPORT WITH STRAP DETAIL MAX)THICKNESS MINUS 2° / (s^ NO SCALE NO SCALE STD HOOK FOR NEW SQUARE \-- DRILL AND EPDXY CONSTRUCTION(TYP) -i CONCRETE GROUT FOR REHAB I FLANGE BASE CONSTRUCTION(TYP) VALVE METER OR OTHER FITTING EPDXY GROUT #5@1'-6" STAGGER TO �I THICKEN WALL AS READ FOR CONCRETE SUPPORT FOR BASE TEE OR BASE ELBOW DETAIL T MISS RADIAL WALL PIPE 8"MIN EPDXY GROUTED NO SCALE I a� F41 HOLES IN PLATE BARS- —�— am w Z O 1 1/2" mir k5/16 V ►a TO MATCH THOSE 12" 5'-0"MAX Y N TYP _ IN FLANGES a MIN #5@12"EW PIPE RADUS+9"O ALTERNATE DAL '4 1 1/2" 1 112" _.= D , ANCHORAGE,ADHESIVE ' , a �� 445 RING BARS F ANCHOR SYSTEM.SEE 4314"DIA EXPANSION r a ? Mgr (4)5/8"DIA SS �'"W ANCHORS AT OUTER CL PIPE U CLAMPS 1 dliiii �� I SPECIFICATIONS w II EDGES OF PLATE r • n @ ADHESIVE ANCHORS 1/4 #5 BARS 1-6° 3 SIDES UNO (6"MIN EMBED)(9" 1/4n WALLPIPEW/ MAX SPA EPDXYC/C)TYP W6x25 ir-- - ---( THRUST COLLAR GROUTED TO MIN J �- (NOTE 1) EXIST WALL '5/16 #4 TIES #4@12 EW g w CD FE p EPDXY GROUT Olir I �• 9• ' u)Y CIL EXPANDABLE #5 BARS @ 1.-6" 5"MIN 5"MIN = 8 i WATERSTOP O6111111"Vw I �s AROUND�L i, #5 DWLS @ 8"MAX 1-- PIPE SIZE T L SECTION E W/STD HOOKS 6"-18" 5/8" PIPE OD j , a 1/4"STIFFENER ELEVATION ?q• 4• �• L #5@12"EW Flr/ PLATE(BOTH SIDES) �° 3/4" 1Iiiii60, � PIPE BELL T FLANGE NOTE 136" 3/4" 33" 5/8x12x1'-0" /�/ ,� 42" 3/4" 36' ao � CONTINUOUS EXPANDABLE -- END PLATE---- 1 WATERSTOP TYP 2'0" CORE DRILL ° 48"643/4' 42" 5/8x8x1'-0"END 1 / ry 111 4" 60' 3/4" 50" 445 RING BARS 5"TYP LAP TYP PLATE #5@12" NOTE; 1 L3x3x1/4 FLANGED PIPE SUPPORT DETAIL SECTION /, ,.„^ NO SCALE EPDXY GROUT 1.WALL PIPES SHALL BE AS INDICATED ON PLANS. NO SCALE �/� �q #5@1'-8" 21)1 STAGGER -3/8"GUSSETT PLATE E PIPE THROUGH EXISTING WALL ' (4)5/8"DIA SS A. NO SCALE ADHESIVE ANCHORS r 5/16 k TYP CONC WALL (6"MIN EMBED)(5" 5/16 NS/FS) - Ir _I �iI 3/16 2-5/8"DIA SS -PIPE RADIUS+3" ADHESIVE I ANCHOR BOLTS W/MIN 6"EMBED 1-5r8"DIA ss WALL BRACKET-1 ADHESIVE =1, iii/�i SCALE I ANCHOR BOLTS W/MIN 6"EMBED VNESSBRACKETS UURE 83067-4 5/8"DIA ADHESIVE ANCHOR @ 31/2"0C —Immill NOTE: 1.PIPE SUPPORT(BELOW PIPE SADDLE)MATERIALS: W6x15 -SUBMERGED:STAINLESS STEEL a -- -EXTERIOR:STAINLESS STEEL a>a. ' `- 5/8"x6"x1'-0"END PLATE -INTERIOR:GALVANIZED STEEL 111 v -EXTERIOR,INTERIOR AND SUBMERGED ANCHOR BOLTS:STAINLESS STEEL isi0 N WALL BRACKET-2 WALL BRACKET-3 11`,133/4"=1'-0" 3/4"=1'-0" al 12" 6" 0' 1' 2' 3' �o©'0 PRO; pi< ��E GINS SsiO p O 314"=l'-0" 40 �a Pp Iii1 W dile PRO R)IAE SHEET TITLE SHEET: OF: DWGN tally J 4 �++JDM ppm MARCH 2018 - - CLEAN WATER SERVICES STRUCTURAL 76 288 D • GON9 ECISTNG owoa 5012 THIS BAR IS ONE INCH �l DURHAM AWWTF STANDARD PIPE SUPPORT a 03/14/18 >.16 Nci' WHEN DRAWING IS l leanWater Services 121 BLACK&VEATCH S012 Gr«MAL CAD c a PHASE 5 SECONDARY TREATMENT DETAILS-SHEET 1 PLC* 4L FULL SCALE. Our commitment is clear. EXPIRES:DEC 31.2018 GR STA — SYSTEM EXPANSION PROJECT ------ ---- - EXPIRES: SCALE: AS SHOWN I DATE GaN APPG OESCRIPTNIN 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 pHa q:6757 atvn PIPE/DUCT SUPPORT SCHEDULE SUPPORT LOCATION(SHEET NO.) PIPE SUPPORT TYPE PIPE SUPPORT DETAILS SADDLE TYPE(NOTE 1) SADDLE DETAILS MATERIAL COMMENTS Il PS-1 MA102,MA103,MD108 WALL BRACKET-1 F/SHEET S012 GISHEET S012 G A/SHEET S015 SS 304 PS-2 MA103,MA104 WALL BRACKET-2 SS 304 WITH STAINLESS STEEL U BOLTS PS-3 MA106,MA107,MA108 3"DIA STEEL COLUMN C/SHEET S013 - - SS 304 RESTRAINED IN ALL LINEAR&ROTATIONAL DIRECTIONS(FULLY RESTRAINED) _ PS-4 MA104 WALL BRACKET-1 F/SHEET S012 A B/SHEET S015 SS 304 1/4"GAP IN AXIAL DIRECTION CONCRETE WALL EDGE PS-5 MT102,MT103 UNISTRUT FRAMING 1/SHEET MT303 - - GALV STEEL PS-6 MT102,MT103 TEE STANCHION 1/SHEET ST301 NOTE 2 GALV STEEL W/1/2" WT6x25x0'-6"LONG PS-7 MT103,MD101 3"DIA STEEL COLUMN C/SHEET S013 - - GALV STEEL RETURN PS-8 MT103 WALL BRACKET-3 H/SHEET S012 - - GALV STEEL 3/16 PS-9 MA106,MA10T,MA108 3"DIA STEEL COLUMN C/SHEET S013 - - SS 304 VERTICAL SEAT WITHOUT U BOLT I CL PIPE (2)5/8"DIA SS ADHESIVE - 2"MIN TYP ANCHORS(5 5/8"MIN PS 10q MP101 HANGER 1/SHEET SP502 NOTE 2 GALV STEEL EMBED)5"OC PS-10G MP101 HANGER 2/SHEET SP502 NOTE 2 - GALV STEEL 4110,1= APS-11 MP101 HANGER 3/SHEET SP502 NOTE 2 - GALV STEEL PS-12 MP101 HANGER 1/SHEET SP503 NOTE 2 - GALV STEEL IT PS-13 MP101 HANGER 2/SHEET SP503 NOTE 2 GALV STEEL PS-14 MP101 WALL BRACKET-1 F/SHEET 5012 - - GALV STEEL 1" PS 15 MP101 WALL BRACKET-2 G/SHEET S012 - - GALV STEEL L3x3x1/4 PS-16 MP101,MD101 TEE STANCHION D/SHEET S014 - GALV STEEL PS-17 MT103 TEE STANCHION SECT 5,6&7 ON SD301 NOTE 2 - GALV STEEL 1 3/8"x5"MIN GUSSET PS-18 MA108 WALL BRACKET-1 F/SHEET S012 - - SS 304 ODOR CONTROL DUCT SUPPORT BOLTED TO PIPE FLANGE PS-19 MD101 CONCRETE BASE TEE C/SHEET S012 GALVANIZED STRAP AND ACCESSORIES — PS-20 MD101 FLANGE PIPE SUPPORT D/SHEET S012 - - GALV STEEL ANVIL CLEVIS HANGER 1 P5-21 MD302 HANGER FIG 90 W/UNDERCUT GALV STEEL SEISMIC LATERAL RESTRAIN DETAL ANCHORS IN ROOF SLAB NO SCALE PIPE SUPPORT SCHEDULE NOTES- , 1. "G"REPRESENTS GUIDE SUPPORTS RESTRAINED IN VERTICAL DIRECTION AND RESTRAINED(WITH GAP)IN PIPE TRANSVERSE DIRECTION. "A"REPRESENTS ANCHOR SUPPORTS RESTRAINED IN VERTICAL DIRECTION,PIPE TRANSVERSE(AXIAL STOP OR WITH GAP)AND IN LONGITUDINAL DIRECTION(AXIAL STOP OR WITH GAP). "V"REPRESENTS VERTICAL SUPPORT. "L"REPRESENTS SUPPORTS RESTRAINED IN VERTICAL DIRECTION AND FULL RESTRAINED IN PIPE TRANSVERSE DIRECTION. 2. ON 18"AND LARGER PIPES,PROVIDE PIPING TECHNOLOGY HEAVY DUTY PIPE SADDLES(FIG 2000)(OR APPROVED EQUAL)WITH WELDED CLAMPS FOR U BOLTS.THE SADDLE SHALL BE I BOLTED TO THE STRUCTURAL STEEL SUPPORT BELOW. SEE PLANS FOR PIPE SEE PLANS FOR PIPE SEE PLANS FOR PIPE SIZE SIZE,MATERIAL ANDSIZE MATERIAL AND MATERIAL AND ELEVATION ELEVATIONELEVATION �!' �� 1/2"DIA U-BOLT (---,, ,„\ I 1/2"DIA U-BOLT II 1/2"DIA U-BOLT } i p5(Ie�I 1 —Q01;111 S((P Il II -- BUILD UP OR REINFORCE Il BUILD UP OR REINFORCE IL �' BUILD UP OR REINFORCE BOLT FURNISHED BY _�� PIPE AT SUPPORT -� .�— PIPE AT SUPPORT —�0115,-"°,' PIPE AT SUPPORT SUPPORT MANUFACTURER LOCATIONS AS NEEDED LOCATIONS AS NEEDED LOCATIONS AS NEEDED 5"WIDE PLATE,3/8" 8"WIDE PLATE,1/2"THICK (TYP OF 2) 1/4 THICK FOR ALL AIR PIPE 114 6"WIDE PLATE 1/2"THICK 1/4 FOR ALL AIR PIPE AND FOR OFFSET PIPE CLAMP AND FOR LIQUID PIPE UP FOR ALL AIR PIPE AND FOR LIQUID PIPE UP TO 24"DIA oiv aIII LIQUID PIPE UP TO 30"DIA TO 20"DIA 112"THICK a v 3/4"THICK FOR 36"DIA STANDARDPRODUCT - 314"THICK FOR 30"OR 36" Wr FOR24"DIALIQUIDPIPE W ' DIALIQUIDPIPE K Ilkj LIQUIDPIPE1"THICKFOR EXPANSION ANCHOR, 42"OR 48"DIA LIQUID PIPE �_ 3"DIA SCHEDULE3 -w* (MANUFACTURER DIAMETERP OF 2)BASED ON HOLE SIZE IN CLAMP ` 40 STEEL PIPE W 4"DIA SCHEDULE cO '� 40 STEEL PEPSLE (TY �� 112"PLATE Q °' sill STEEL PIPEiii < I N CI- 3/4"PLATE a ..a I__--iall 1"PLATE N a .- I a 1}], ii — N cF MF N NOTE I e 5/161 1.CLAMP,BOLTS AND EXPANSION ANCHORS SHALL BE SIMILAR MATERIALS. 1/4 = � 1"GROUT I 5/16 1°GROUT = II T+ 2" TYP T+1 DIMENSIONS IN INCHES NOTE: ~ TYP DIMENSIONS IN INCHES S T S B P W L 1.PIPE SUPPORT MATERIALS: 3 II ® ® PIPE -SUBMERGED:STAINLESS STEEL T SBPWL r-ie II 14' 1/4 3/8 6 3/4 21/2 10 -EXTERIOR:STAINLESS STEEL I' 1 1/4 \ S ��� �� 114 16" 1/4 3/8 8 3/4 212 11 1/2 -INTERIOR:GALVANIZED STEEL I '�;i� 1/4 r 14" 114 3/8 8 3/4 2 1/2 10 1/4 D -EXTERIOR,INTERIOR AND SUBMERGED ANCHOR BOLTS:STAINLESS STEEL 16" 1/4 3/8 8 3/4 2112 11 12 1 18° 1/4 3/8 8 3/4 212 13 l T THICK PL h-T THICK PLATE 20" 1/4 3/8 8 3/4 21/2 15 2.SEE DRAWING S013 FOR PIPE SUPPORT SCHEDULE. -t --�I�� 18" 1/4 3/8 10 3/4 21/2 13 P+1/4"HOLE IN PLATEP+1/a"HOLE IN 20" 1/4 3/8 10 3/4 21/2 15 24" 1/4 3/8 8 3/4 21R 17 ! I LOWER PL (4) OF 2) ii i 24" 1/4 3/8 10 3/4 212 17 3.REFERENCE MECHANICAL DRAWINGS FOR LOCATIONS OF PIPE SUPPORTS AND30• 3l8 1R 12 3/4 312 22 (2)1/2"HOLES IN(4)-3/4"TAPPED HOLES IN PIPE ELEVATIONS. j 1 UPPER PL(TYP) 30" 3/8 1/2 12 3/4 3 12 22 ^o PLATE WITH CAP SCREWS. ' 1/2 12 3/4 31R 26 i ����� �' REMOVE SCREWS AFTER " 42" 7h6 618 12 314 4 30 ; r ( ) ' r ; 4 7/8"HOLES IN 36" 3!8 1/2 12 314 312 26 TxWxW PLATE SETTING(READ ONLY ON 30 48' tR 5!8 12 3/4 4 34 i-_ ll II UPPER PL 4-3/4" 42" 7/16 5/8 12 314 4 30 WASHER W/P+ AND LARGER PIPE) TAPPED HOLES 118"HOLE TYP 54' 9/16 314 14 1 4 39 TxWxW PLATE WASHER1/4" 1/4" IN LOWER PL WITH CAP 1/4' B 114" 60" 5/8 7/8 15 1 4 44 W/P+1/8"HOLE(TYP) I B SCREWS.REMOVE 66^ 3/4 1 18 1 4 48 SCREWS AFTER SECTION A-A B SECTION A-A SETTING(READ ONLY PIPE C/L ON 30'AND LARGER PIPE) \ PIPEC/LT I , a : 0 ,. ' 1 ..\ • 0 W./ r , — ,/41/ _ i -- -- 1 i �- / BEND T THICK PL 1/4 \ 666-- BEND T THICK 1/4 TO FIT PIPE OD ¢ '11,7'11 1/4 ► PLATE TO FIT PIPE 114 D aZ �;�', SELF LOCKING NUTL. I fi PLATE WASHER w �1� 4 .�1�1� &PLATE WASHER T TYP 4 A A g 2 1/4 / f DOUBLE NUT W/ F A A to , iiii ;i. iiii� BOTTOM NUT I M ? N CONC OR STEEL So HAND TIGHTENED N, U g CONC OR (2)P DIA SS ANCHOR RODS (2)TxWxW PL SUPPORT r"oir " w STEEL �. � W/SS WASHERS&NUTS I WASHERS F (2)P DIA SS ANCHOR "pan O co m SUPPORT —��—�� W/p+1/8"HOLES N a coU ~ ■ RODS 11111rAlgt NUTN&ARD I 0 5 STANDARD SS WASHER I �� i O Fm 1.11M411NUT&WASHER 1 �— vi B #4 TIES Q6' MEM #5 DOWELS @8"EF �i ! -' (2)MIN (2)MIN I- 51111 i 1 1 B+6" 1 --#5 DOWELS Q8"EF B+6" (2)MIN EF L+8" -PIPE C/L #4 TIES�6"(2)MIN ELEVATION SECTION B-B SECTION A-A B re-H ELEVATION SECTION B-B STEEL SADDLE PIPE SUPPORT(FIXED)DETAIL 9 0. NO SCALE 1/4 \ 114 n STEEL SADDLE PIPE SUPPORT(SLIDING)DETAIL 1 11141 NOSALEJ18" 11‘\1111111111Villir TO FIT PIPE OD ', i > � La 3116 1 e ^,3/16 I PIPE CL + 1/4 > SECTION B-B EL SEE 1- , MECH DWGS 1I4 a L ANCHOR RODS W/ DIMENSIONS IN INCHES 1 (9 Y / SS WASHER AND I',111� 4 ,- = A / A SELF LOCKING NUT PIPE T S PWL y BASE PL W/(2)P+ SIZE --W6x15 �'/ 1I4"DIA HOLES 14" 1/4 3/8 3/4 212 10 3/16 NUT&WASHER 16" 1/4 3/8 3/4 21/2 11 12 NS/FS STIFFENER PLATE Z12 I ` 18" 1/4 3/8 314 2 12 13 TO MATCH COL FLANGE -TOP OF SLAB 20" 1/4 3/8 3/4 212 15 THICKNESS ��� W6x15 �ML__ " 24" 1/4 3/8 3/4 21/2 17 30" 3!8 12 3/4 312 22 3/16 E #4 TIES C6' 36" 3/8 1/2 3/4 3 1/2 26 1 (2)MIN 42" 7/16 5/8 3/4 4 30 48" 1/2 5/8 3/4 4 34 co a 1"NON SHRINK 3/4x12x1'-0"BASE L+6"SQ #5 DW1[ @8" 54" 9/16 3/4 1 4 39 GROUT ., PLATE (4)MIN 60" 5/8 7/8 1 4 44 CONC BASE r®tea 66° 314 1 1 4 48 -- (4)5/8"DIA SS N ELEVATION ADHESIVE ANCHORS `r cw Q9"OC j 5 5/8"MIN (-E.\ 90° STEEL PIPE BASE ELBOW SUPPORT DETAIL EMBED o TEE STANCHION SUPPORT NO SCALE 0 Ilit 1"-1-0 12°9" 6"3" 0' 1 2 RED 3ftk tip DO ��E GINEO 11 O - 1"_1,-0" It''' '''' 19461.F11 I co imimi PROJNu.1E: SHEET TITLE: SHEET:78 OP 288 DWGg w GP+JDM E MARCH 2o,a CLEAN WATER SERVICES STRUCTURAL D • taN�y�N9 NTNG ow"5014 THIS BAR IS ONE INCH DURHAM AWWTF STANDARD PIPE SUPPORT DoE o3/lana y�Fpr,6 ,991 WHENL SCALE. IS Clean Wate moot it deer.nor eS © BLACK&VEATCH S014 qR a� MAL CAD r. PHASE 5 SECONDARY TREATMENT DETAILS-SHEET 3 PLd `'"At- - -- SYSTEM EXPANSION PROJECT EXPIRES:DEC 31.2018 SDG SCALE. AS SHOWN REV s �� DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRp p.6757 ENGR STAMP: I SO1 3/4"THK x 1 1/2"STIFFENER PL BETWEEN I CL PIPE ANNULAR RINGS(TYP 3 PLCS)(SEE NOTE) (SEE SIZER DWGS FOR x/ , s PIPE SIZE&ELEV) --- 3/16 . ' - $S PIPE SS PIPE ALL , ( 1/4'x7 1/2"SADDLE PL CL PIPE I SIDES/3/16 (SEE SIZE&DW VS FOR 3/4"THICK ANNULAR RING OD OF PIPE AND TOP I (SEE NOTE) -- OF SADDLE CONN (4)314"SS BOLTS SI ES/3/16 / ! — A - -- 1/4"x 7 1/2"SADDLE PL 3/4"PLATE \4s /3 SIDES, 48.00. ' I ‘ R5� SHIM PL SEE 1/4 V TVP 3/4"PLATE Jam`NOTE 3 iD a � ) \ -(4)3/4"SS BOLTS S01 i� Iniffir v S01 SHIM PL SEE SIDES, NV' 1 L,�>v. �� NOTE 1 1/4 TYP �_EL VARIES ! SEE DWGS .�� I 1 �1 UNDERSIDE OF SS \� PTFE SLIDE PLATE,SEE �' S\ 015/ m 1" �r� SO1 TOP PLATE SHALL BE DETAIL THIS SHEET ---- -f -- EL VARIES `/ POLISHED PER SLIDE 1/4"GAP ti m SEE DWGS PLATE MFR `� 1. �� aQ - RECOMMENDATIONS C9 I 3 SIDES, 3/16 3k" toIlk - PTFE SLIDE PLATE,SEE TYP/3/16 3/8 PL,NS&FS DETAIL ON THIS SHEET I SUPPORT BEAM GAP+3/4" / 3 SIDES, 3/16 1/4"GAP UNDERSIDE OF TOP PLATE SHALL NOTE 1 GAP+1 1/2"-} BE POLISHED PER SLIDE PLATE TYP/3/16 MFR RECOMMENDATIONS PIPE SUPPORT GUIDE-STL DETAIL \-- I NO SCALE SUPPORT BEAM3/8"STIFFENER PL,NS&FS NOTE 1 NOTE: PROVIDE ANNULAR RINGS AND STIFFENER PLATES FOR PIPES 16"0 AND LARGER. --3/32"PTFE LAYER ADHERED TO A 3/16"THICK SS BACKING PLATE.BACKING PLATE SHALL BE 1/2"LARGER ALL AROUND THAN PLANPIPE SUPPORT AXIAL STOP AREA OF PTFE SS BACKING PL ALL SIDES NOTE: 1/8 V NO SCALE 1.PIPE SUPPORT(BELOW PIPE SADDLE)MATERIALS: ,v.n r, �.�:vo✓v.vi"emirs oriiv, aa.oio rd,✓rz.ro or.< a ice».o, /,,i,»ner ,.rw ��,v i,o ,m�q�® ,i br -SUBMERGED:STAINLESS STEEL -EXTERIOR:STAINLESS STEEL -INTERIOR:GALVANIZED STEEL I SSBASEPL- -EXTERIOR,INTERIOR AND SUBMERGED ANCHOR BOLTS:STAINLESS STEEL 2.SADDLE PLATE HEIGHT DIMENSION SHALL BE VERIFIED FROM PIPE INVERT ELEVATION,PIPE SHELL THICKNESS AND SLIDE PLATE THICKNESS. PIFE PIPE SUPPORT SLIDE PLATE 3.BASE PLATE AND SHIM PLATE MATERIAL SHALL BE AS PER NOTE 1. INO SCALE 4.SEE DRAWING S013 FOR PIPE SUPPORT SCHEDULE. 5.REFERENCE MECHANICAL DRAWINGS FOR LOCATIONS OF PIPE SUPPORTS AND PIPE ELEVATIONS. ITYPICAL 1/4 -STIFFENER PLATE 1/2"PLATES SEE NOTE 1 TYP\3/16 TYP> 1/4 D ...61111..- (SEE NOTE) EXCEPT AT/3/16 / 0121111I 5" 31/4° SADDLE 11111Ill1111111112 • 4"WIDE PTFE ANNULAR RING LAYER BELOW :A-7, (SEE NOTE) GAP+t/2" 1/2"SS TOP PLATE GAP+1'2° GAP1/2"BASE PLATE II ,I,. iv 1' , 4. 2"2" J� I p. v jlj ��� �' BASEPLATE 1/8" -!"1111111 111 1c7 GAP licuipi � oTOP PLATE .r _ i�-vv��i�waW,�� 1/4 ���� TYP 1/4 r � I.' TYP T 'a %� , �V` OFW SUPPOTO TOUCH 0PLATE STIFFENER PLATE C 314"TOP PLATE `3116 ► ___-/TYP,TOP& W SUPPORT OF AXIAL 1/4"GAP OF 3116 OT BEAM STOP TYP SEE NOTE 2 ES 1/4'1/4 - - /OT TOP& N AXIAL STOP PIPE <B TYPICAL TD.co PIPE SUPPORT SUPPORT NT- NOTE: N PROVIDE ANNULAR RINGS AND STIFFENER PLATES FOR PIPES 16"DIA AND LARGER. M SECTION SECTION SECTION S015 NO SCALE S015 NO SCALE S015 NO SCALE st a0 RO Rq< ¢o I- EYED PROFF X10 ����G I NEF%i0. Ip 19461• -J w DRN:HCZ ATE: MARCH2018 PROJNAME. SHEET TIRE: SHEET:79 OF:288 DWGN p•. tall! sig co immiimm+TNG sols CLEAN WATER SERVICES STRUCTURAL PLOT S OREGON] �1 THIS BAR IS ONE INCH c_'` DURHAM AWWTF STANDARD PIPE SUPPORT DATE: 03/14/18 4 Fp• 16 WHEN DRAWING IS CleanWatei Services a BLACK&VEATCH S015 gLRERt DHl:MAL CAD FILE* - - PHASE 5 SECONDARY TREATMENT pu.: IsoG EDNE -- — Our commitment is clear. DETAILS-SHEET 4 o NO SCALE FULL SCALE. REV* — SYSTEM EXPANSION PROJECT PRO EXPIRES:DEC 3L 2018 2550 SW Hillsboro H Hillsboro,Oregon 97123-9379 pR0.1 n 6757 ENGR STAMP DATE DfW Appp DESCRIPTION 2550 I315'-0" NOTES: �r-0" 263'-6- 274'-6" 63'6" X11'-0" 18'-0" 1'-6" 19'-0" 1. FOR GENERAL STRUCTURAL NOTES,SEE SHEET 5001. I _ 274'-6" — /-,-,12.-01" 2. FOR STANDARD CONCRETE DETAILS,SEE SHEETS S002 AND S003. l� 85-0" 90-0' 79'-0" 3. FOR CONSTRUCTION JOINT SPACINGS,SEE SPECIFICATION 03250. I : f 20 6• X12" 41 0• / 12" 41'-0" �12' �.-0. f 12" 44.-0" 12"---\ 9,_0" 12"21.10. 12"21'_10.12' 23'4" _ I ENLARGED PLAN ON ENLARGED PLAN ON ENLARGED PLAN ON SHEET SA103 FUTURE AERATION BASIN NO. 6 ENLARGED PLAN ON 18� s SHEET SD101 SHEET SA102 _ SHEET SA104 / --(rt\-- ' ( I �_J� L ' 1 I 4 II iv I \EL 142.00\ IrF i M I Q (HP) Q I » I in 9 I t4 I 1.17.1,.,.,um tonmunna.nr1.11.Hirru11111111...11 Q 4 4 I AERATION BASIN NO.5 I j b I ' 1 f I ��a - OXIC ANOXC ANOXIC ANAEROBI1 ANAEROBIC ANAEROBIC (I I SII — ZONE 2 7ONF 1 ( JONF TONE 1 I 7ONE 3 7ONF 2 TONE 1 I - LV w _ I I \EL 142.00\ I I ll ,� IIDRAINAGE Q (HP) Q I I PUMP STATI N l 1 i--- ❑ I l I I I �EL 131.00\ 1 1 I ' tI 11 11- I ill „ „ „ 11 1 4II 11 -+ _ _ , _ 1-- N - PIPE GALLERY 1 I I Q, 1 \EL 139.00\(HP) (r ' I/� MAU CHASE UR I� — A IF - 12'-0” LOWER LEVEL ENLARGED PLAN I p I I SEE SHEET ST302 I t-5 I _I t= I it i_ = = e RASNVAS PUMP STATION I 1 I \EL 139.00\(HP) I - J _ ENLARGED PLAN ON _ SHEET ST101 ENLARGED PLAN ON SHEET SP101 _ I 10'-0" 31-4" � • .. •• " .:144• •ti.+ • vw . =, - � II 1- o_ EXISTING RAS PUMPING II,.... N STATION II 14 tPi • / 1� N KEY PLAN M LOWER LEVEL OVERALL PLAN w1/16"=1,-0" S.taucrLiRgz 16'12'8' 4' 0' 16' 32' PRopp plp — — — — c1'�GINF `3/. p 1/16"=1'-0" q�' `"�t9ast FP OGN PROJNFl L SHEET TITLE: SHEET:80 �:288 mai p'. tally sig - > JDM E MARCH 2018 ...., CLEAN WATER SERVICES STRUCTURAL OREGON DattNPo DURHAM AWWTF LOWER LEVEL BASIN, PUMP SA101 T 16 1 SA101 THIS BAR IS ONE INCH 03/14/18 S�,n a� CAD ,� WHEN DRAWING IS 1111111111 CleanWater Services Q BLACK&VEATCH PHASE 5 SECONDARY TREATMENT STATION AND GALLERY PLOP: Aces ' FULL SCALE. REV* DATE DM �� Our commitment is clear. o A�SDG SCA-E AS SHOWN 2550 SW Hillsboro Hwy. Hillsboro.Oregon 97123-9379 SYSTEM EXPANSION PROJECT OVERALL PLAN CWSB757EHGk SIRES DEC 31,2018 ' 97-4" 95'-4" _ - -- - - --- - -- NOTES: - FUTURE WALL EXPANSION T1y 1. FOR PIPE AND SUPPORTS LOCATIONS,SEE SHEET MA102. FUTURE SLAB EXPANSION DETAIL 8/5005 5 1 DETAIL B/S005 I I gA3p SA301 4 is 2. FOR ELECTRICAL CONDUITS AND ITS SUPPORT LOCATIONS,SEE !Illiii , 4,,'}- Y ~ ✓j SHEET EA102. 4 3. FOR ADDITIONAL NOTES,SEE SHEET SA101. I w 4. XXX DENOTES CONTROL POINT,SEE DRAWING CG001 jp�, Y FOR STRUCTURE CONTROL POINT TABLE. \ -TOC EL 142.00 HP I � 1 _ Li' I I O __ v — —— " - ——— O ———— — — ADDITIONAL ZALTERNATE ONA BARS(DETAIL B — I - N II II #5@6 ALTERNATE ON SHEET S002) ' ADDITIONAL BARS(DETAIL B4"1- j1 1 \ ON SHEET S002) v SA201 TOC FILL EL 141.35SA201 SA201 i %1� -5.-3"- - it (TRENCH)HP TOC EL 141.52 LP // 12"WIDE TRENCH o I I 1 j eli-1 r —— _ - CROSS TIES DETAIL A \ o — - NiI i01 . III ON SHEET SA201 TYP — I 1 N rri, CROSS TIES DETAIL A -- _ -_ \ nll l/.■■,■■, 11111111111111111111 ..... _ - \ - T^' __ InINInINI 1 INIIIIINIIIII01Ntlllp� �T r ` . -_- —_ 1. O l 1 i it—_ _-1f ira I nnl nexenmem N SHEET SA201 TYP °",n "Nlnnnll nnnuugnnm ryn,'d.- I� I F_ ars nnnnnulnnliN Nxlllusl•MIMEO'I nmm� nm � . qr. N .ra 0 poll I ." / TOC FILL AI I [ 6-0 1 �._-TOC EL 141.52 LP TYP ----. !.-- --- - 4 (TRENCH& _ I- J A3042-‘1 '4 SUMP)LP _ SA301 4 3'-9"x3'-0"SUMP �y - ic TYP--- 6-0"-'/":- �-0" I ^ _ A 1"ATING UMMM�„,I Lir OXIC GRATING TYP o Lir O Z4dE2 O 74NE1 w - - w( i O 1 5,_3. ¢1 z - P R 4- 5'-3" p I CL LADDER STOP/LANDING U SEE DETAI EON E I Alk I SA302 i LSH ET S005 © 0 SA302 111 a I SA 02 I .... olillml LJ SA302 , -j , t-- 1. f- 1 1 , CL SLIDING ACCESS HATCH DETAIL FlS005 _ - z I I a #5@6"ALTERNATE ( I m TOC EL 142.00 HP ON SHEET 5002 (DETAIL I \ B J 1 i \ ( SI SA103 SA104 I AREA2 ARE3 m- �Ai rn" I 'ST101 1 #5@6"ALTERNATE / TOC 1 /� ADDITIONAL BARS(DETAIL B /� 1 i EL 138.82 LP a / 1 1 ON SHEET S002) 2 / 1 PIPE GALLERY o lI ,n a SA201 SA201 SA301 1 y IIN #5@6"ALTERNATE 3 FOR CONTINUATION ri - ADDITIONAL BARS(DETAIL B -- C, SA201 SEE ST101 iv ON SHEET S002) , �i 12" �'--12" - t--... 4r-o" t2 KEY PLAN v wJ 12'-0" 20'-6"_ _ 41/-0" .M LOWER LEVEL ENLARGED PLAN O s.c RUCTUR oIQ 3/16"=1'-0" 6' 4' 2' 0R�PRDFFs I Si GINE•--Sts, p 3/16"=1'-0" ft'� �� F,p 19461• > JDM oa : MARCH 2018I PaoxuMe. SHEET TITLE: SHEET:81 OP 288 bwGx co C��C CLEAN WATER SERVICES STRUCTURAL D.* tally ONg DSN NPO DWG F,SA102 ��� THIS BAR IS ONE INCH _ DURHAM AWWTF AERATION BASIN NO.5- ATE 03/14/16 SA102 y�F'Or 76 ,9�ETa G2{<' CHK,MAL GIDFILE x WHEN DRAWING IS ■ C1eanWater Services © BLACK&VEATCH 1 commitment is PHASE 5 SECONDARY TREATMENT LOWER LEVEL-ENLARGED �*/1LB FULL SCALE. �__ APPD: DG sem: AS SHOWN REvu WE ow, APPo i DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT PLAN AREA 1 (WEST SIDE) EXPIRES:DEC 31.2018 S PRW#6757 ENGR STAMP: 9TH' 95 4' 89'-0" NOTES: FUTURE SLAB EXPANSION 1. FOR PIPE AND SUPPORTS LOCATIONS,SEE SHEET MA103. III �5 1 DETAIL 618005 SA30� SA301 2. FOR ELECTRICAL CONDUITS AND ITS SUPPORT LOCATIONS,SEE 4 Y Y SHEET EA103. I ( 3. FOR ADDITIONAL NOTES,SEE SHEET SA 01. I / k I 1 TOC EL 142.00 HP I Illassi. 1 i- 5-0" !?.1 j ( J I ` — W — i ADDITIONAL BARS(DETAIL B ——— —#5@6°ALTERNATE #5@6" SHEET ALTERNATET TS(DETAIL 1 q ON SHEET S002) S002) N 5A301 TOC FILL 12"WIDE TRENCH 3'-9"x3'-0"SUMP 1 l EL 145.02 I r `� TOC FILL EL 140.85 —— TYP 1 i'!-n-- TOC (TRENCH)LP 01 TOC EL 141.52 LP (TRENCH)HP SA2011ii i TOC FILL EL 140.52 1 ° r J I �—(TRENCH)LP 'I. NIINIIININ� -- -_ -- _- - _—- __-___- --. _. _' '�Jl' 'T. ___. N — NIINIIINIIINII, ! ,rl_ .,; IN 1' IXIIXIIIIIIIIIIiII nmuun�l imm�mull mmluiNlNm �_ �� - '! 4= - mnlNlNlafm .I pll 16 nT WPI nnnllmn rl l %t Je., 1 nm nnm I -� e rf'�I'� �` ••1• ••••■ 1 'mum I I Nn 1 !yie. a il E � — III �.a iiMI N 11� - - NINIIOIINI INI _6N1 IliNllp� ! IIINIIIIIIIIilllll_ ■ Lliiiieiiiii —— _�1 ��— n 5-0' \ — SLOPE ' 1_ TOC EL 141.52 LP Ig' = #!5@6"ALTERNATE ''' 1 L— ADDITIONAL BARS(DETAIL B L —— I of 5_0� CROSS TIES DETAIL A I \1"ALUMINUMN SHEET S002) ON SHEET SA201 TYP S�01 I co I GRATING TYP S\ 010/ 1 `/ 1.8..1 H r ^ ^ Ii W W I- 0 o U) rn K 1 I CO O 4? Lu I C. 5-3" 1T-3" 16'-3' - 18-0' rtLLPI '11) F. O 1 CL LADDER STOP/LANDING v j I SEP DETAIL E ON SHEET S005 '\ z o� s© S© 1 I �( ANOXIC 1 0 ZONE 2 SEE ELEVATION 7ONF 1 O0 I �__ / j LOCATION SA201SHEET FOR CONCRETE WALL ABOVE BOTTOM EL 151.50 1 ' 1IS 1 � , � ll J J 1 12"SQ COL-- I [ NI O — A I1 ( 1:1- rt f SA302 \ TOC EL 142.00 HP ( r4 � - .: I i I ,IIII.. 1 sA102 s• sA104 ! / ®�n"HIM' .;1.144 I. I'NI'P:,f 1 AREA 1 •ST101� AREA 3 N y a I p -TOC EL 138.82 LP PIPE GALLERY I I1iIi IO- SA301 '�© 0 14'4^ II •N SA201 FOR CONTINUATION SEE ST101 SA201 ST301 U" 12" 12' N m 12" 12" 1 KEY PLAN T N �2 111er LOWER LEVEL ENLARGED PLAN 5 3116'=1'-0" 2,aucTUR4 di 6' 4' 2' 0' 5' 10' �o PROF4. X14 Z � \g"c� GINE SS't 001 3116'=1'-0" r, `' F W ORIG >ROJWWE. SHEET TITLE: SHEET:82 OF: OWGY Cr� 19461-P > JDM Crt MARCH 2018 288 D • t" sig OWNPO t SA103 ��\\` _ CLEAN AM ASWWTFCES AERAT ON BASNNO.5- Q _ 0 tally A THIS BAR IS ONE INCH �-v� BLACK&VEATCH E 03/14/18 SA103 .,, ,16 19(8` WHEN DRAWING IS C1eanWateI Services kAl6ER� `"` `ADS FULL SCALE. Our commitment oleic. PHASE 5 SECONDARY TREATMENT LOWER LEVEL-ENLARGED PLar 1SYSTEM EXPANSION PROJECT PLAN AREA 2 cv+s EXPIRES DEC 31.2018 $ APSDG SOME: AS SHOWN w.� air Aran DESORPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 ppo�*6757 ENGR STAOH': 0 I NOTES: 95'-4" 0" 1. FOR PIPE AND SUPPORTS LOCATIONS,SEE SHEET MA704. �- 59-0" V-8" 9%6" 2'0 FUTURE WALL EXPANSION I pil DETAIL B/S005 2. FOR ELECTRICAL CON UITS SUPPORT LOCATIONS,SEE FUTURESLABEXPANSION SHEET EA104. I lSA301libDETAILB/S005 � / I 3. FOR ADDITIONAL NOTES,SEE SHEET SA101. I 9 4. z-I XXX 1 DENOTES CONTROL POINT,SEE DRAWING CG001 I I NI FOR STRUCTURE CONTROL POINT TABLE. I I -- -11/2"X114"THICK I NEOPRENE F VAULT T I 11 9 / WATERTIGHT GASKET °' —— ALLAROUND TOC EL 142.00 HPI — L i' iNI 12"WIDE ——— - TRENCH Pl'i I- #5@6"ALTERNATE 9 ADDITIONAL BARS DETAIL B w \EL 128.000\ , Bo 1AI ON SHEET S002) a CROSS TIES DETAIL AIAlek yON SHEET SA201 TYP, - = SA303 SA202 w / \ 4/413-s\ v SA202I $ 14:3(..)2 SA301 12"WIDE SA202 TOC EL 141.52 LP { m q 1 3'9" © o TRENCH zo — SA202 ‘ef — —— — — I w - _ _ - nti - A , I O tsi fir — --- - �� na'FBI --- - — - — 4 L 1 l.. .. - NI _ _..i nu mnnmm�i n .I--t.... 11 :I1 IN11111111111�1,1111 IIII11111111111111 _-- ...III.'llllllllilllillll "- - --- umnininmmi IIIIIImnN ---. 4. 1 fiumn•u h!� wuruw !11I 11111 II . {', ,..mane.., II i i Iiii 0. I q _ M BOTTOM OF - I MI I c 2 ,2'-61 3.-9"x3'-0"SUMP TOC EL 141.52 LP WALL EL 143.00 S I '� Tv�' I o S-0° TOC FILL EL 140.52 SA303 ir •:t-, (TRENCH)LP w �I 1 ° •I1 II ABOVE TYP NCRETE OPENING 2'0" 2'-0" o S� o I b.- , LL i 2'0' o 3q \ 1/4"SS CHECKERED� 4 I �f' w I o"I to PLATE w S01 — I 5.0" O CL LADDER STOP/LANDING — 12" w I SEEPE DETAIL E ON SHEET S005 I © O 1 z z I SA302 fir" j 12"WIDE TRENCH z �� ..I Io ii I ' LL 1 p I ANAEROBIC r ANAEROBIC ANAEROBIC I I Ili 0 ZONE 3 I ZONE 2II 6I ZONE1 1 I I IS LL I + SA301 1 I I , 4 TOC EL 142.00 HP I III i I W SAv02 I TOC EL 138.82 LP1 ——— — 1102 \ e _ — 12"WIDE TRENCH _ 1 t_ I _ / — — 111 Ea I 11 1 1 1 AREA 1 AREA 2 . Q 1E11 Imm,n'nnnp 11111111140616.6 nnnnnmmm= I ST101 ■ Ii!_ ' Ii ———— 1-10' —— 12" ,� PIPEGALOERY- ii 012"ori� : ( La. ■ _ a o ° SP50. r r M FOR CONTINUATION SEE ST101 Ne PS 11 111 N SA 02 •212 S© SA202 I KEY PLAN N. N NrI ca 15 LOWER LEVEL ENLARGED PLAN4y� 01- 3116"=1'-0" 6' — 2' 0' 54 p� r N PRN,, i<1 3/16"=1'-0" �c��''G F. o ci cr • > °R+:JDM gra MARCH 2018 P oawmae SHEET TITLE: SHEET.83 288 owca D.• tally slg I¢ CLEAN WATER SERVICES STRUCTURAL - OREGON -- CO °SNPO °W°*SA104 DURHAM AWWTF AERATION BASIN NO.5- w= 03/14/18 �gFp„c§^ THIS BAR IS ONE INCH CeanWaber Services 13 BLACK&VEATCH SA1 O4 Rk ` CAD ,S WHEN DRAWING IS PHASE 5 SECONDARY TREATMENT LOWER LEVEL-ENLARGED axe ALBERS IE FULL SCALE. REVour commitment It clear SYSTEM EXPANSION PROJECT ays EXPIRES:DEC 31.2018 $ SDG : AS SHOWN �� DM APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PLAN AREA 3(EAST SIDE) tea#6757 ENG STAMP: 0 I I 315-2' 3-8" 278'-6"OUT TO OUT WALLS _ 17.-6" 19'-B" ENLARGED PLAN ON FUTURE AERATION ENLARGED PLAN ON ENLARGED PLAN ON SHEET SA107 . ENLARGED PLAN ON SHEET SD102 BASIN NO6 j SHEET SA106 _ jr SHEET SA108 _ II di IN it -F I41 L-- , 11 1 1 e e ° I e 11'— --o—o �9 T� -- — -- I g I I I,g , i , :, ,_ gl o 1193 i �___ � FA a- —�-- 1 oI 1, -a -E1 I I g \EL 167.50\ 1 I I I _ . 1 I 1 -- g*II.RF, as--_H t I 7 E I I 0 �(�� O rill © `� 1 I AERATION' H ILI _ ►:�' __ ——_ ',\ I H 11 I BASIN II I I 1 -- EL 160.50 H ,I =_ --- 1 V 1 NO. 5 �— _ = — -_� III .II 1 IL It — �'2 DI 41 I 1 � IL Jll i� II � IIl —� " iT � d 1I- 1 ...4, I PIPE GALLERY \EL 152.50\ 11 I 1 I q 16.-0" _ _ _ 1 I I._ r. —7—I I .r..,. _i.—1,7 CL FLOW METER VAULT r r 11� I D� L J ELECTRICAL 11' —. . ROOMI11, -4_ -rj r'} ' MAU CHASE = / - // : I ENLARGED PLAN ON SHEET ST302 0 u, - �. -_ , - , Y \EL 161,00\ , to - ENLARGED PLAN ON 1 1 1 SHEET ST102 1 I 1 1 I I I \EL 160.50\ ENLARGED PLAN ON I SHEET SP102 1 I I I - I I I 1 33'-4" _ • , I a '. _ '_,_11-7_2.4 EXISTING RAS PUMPING •- '`� • ' STATION 11 \� N aN l V,---_ , KEY PLAN 11 ani UPPER LEVEL OVERALL PLAN ,,,,,c-ru. A o1¢I 16'12'8' 4' 0' 1=�' �� GG I NF%o p op 1116"=1'-0" 1116•=1'-O" �� Fp ' 1946 til DRNJDM E: MARCH 2018 PROJNANIC CLEAN WATER SERVICES SHEETTITLE: STRUCTURAL 288 tail N9 �' co DsttNPo t SA105 THIS BAR IS ONE INCH �.1 DURHAM AWTRE UPPER LEVEL BASIN, PUMP aTE 03114/18 rFpr 99^ .... cwFILE a WHEN DRAWING IS uleanWater Services O BLACK&VEATCH SA1 O5 t6 ` $ FULL SCALE, Our commitment is clear. PHASE 5 SECONDARY TREATMENT STATION AND GALLERY % y6ERT‘ I $ SDG SCALE AS SHOWN SYSTEM EXPANSION PROJECTays EXPIRES:DEC 31.2018 C REV* DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 977239379 OVERALL PLAN 6757 PROD#. ENOS STAAP. 3'-8" 23'-0" 21'-0" 21'-0" 42'-0" 24'-6" _ I STEP TOP OF 10'-2" 6'-6" 6-0" PARAPET WALL CL STRUTS& CL STRUTS CL STRUTS& CL STRUTS& ?0" /./1 BAFFLE WALL / \ BAFFLE WALL BAFFLE WALL TOW EL 173.50 w -- , -TOW EL 171.00 SA301 I / �` .. Y n Y 1 CL PORTABLE LADDER AND ------ -- -- LADDER STOP BELOW(NOTE 1) 7 - ST1 ST1 I \ \STI ST1 ] H 9'-6" EL 167.50 334.9" _3'-0"' 2"LADDER TIE I -- " IN EYE BOLT a_ I 2 THUS TOW EL 172.50 (4)ADDITIONAL tis@ 1 1 3 13• TOW EL 171.50 t_ ALUMINUM SIDE 6"TOP BARS TYP AT r � ALL DAVIT SLEEVES CL SURFACE MOUNTED GUARDRAIL 13'-8" I FLUSH DETAIL A/S008 TYPICAL /L� 9,-0" DAVIT SLEEVE En 2 4 \ ® --®-_ _ 7p (NOTE 1)4 THUS N;I , N SA201 SA303 4 I IT — - SEE TYPICAL LADDER& 1° -- - I --- `�PERMANENT 0 co WASHDOWN PLATFORM DETAIL 3 1' A SIDES GUARDRAIL SA201 YP 1 SA201 t REMOVABLE 4'-7" I 0 0 eo I GUARDRAIL I I in q e e e — WALKWAY " o • -' EL 167.50 + _ -_ ---.... - _— I ST5 1 _ I —— _ST2_ _ST —— I J ST2 STS' + I 1 --Ci O._ a._ 0 0 i 1 I :.-'---------- I -- TYPICAL LADDER&WASHDOWN PLATFORM I I �' O 0 ~O M�■ 1 II 318"=1._0,. m 6 1 v w — w wl as � 4 © NOTES. SA301 N P. • TOW EL 156.50 19'41 1. DAVITS&LADDERS ARE SUPPLIED BY OWNER.THE DAVIT BASE 1 19 4 22'6" 'v rn ANCHORAGE SHALL MATCH OWNER S DAVIT BASE.THE OWNER S TOW EL 173.50- ( DAVIT IS DBI SALA 8518006 MAKE.BASE SHALL BE SS 304 DBI SALA 8512828 ADVANCED CAST-IN-PLACE SLEEVE DAVIT BASE, WITH CAP TOW EL 162.50-_ 11111 OR APPROVED EQUAL.DAVIT BASE SHALL HAVE A 1/2"DRAINAGE HOLE TO THE TANK BELOW.PRIOR TO POURING CONCRETE (� WALKWAY,CONTRACTOR SHALL VERIFY THAT DAVIT BASE SLEEVE TOW EL 162.50 , FITS INTO OWNERS DAVIT. — — ST6 I I ST6 EL 167.50 ST6 I HE 2. FOR ELECTRICAL CONDUIT LAYOUT,SEE SHEET EA102.ALSO SEE !'•' ' ' ,11 I, CONDUIT PLACING DETAIL F ON SHEET S002. `+ o 1 -12'x24"COLUMN ¢ 3. FOR LIGHTING POLE LOCATIONS,SEE SHEET EA102.FOR CORBEL BELOW STRUT(TYP) Cl) REINFORCING DETAILS,SEE CONCRETE WALKWAY POLE MOUNTING 1 1UJ DETAIL ON SHEET E501 O ® I o SA302 SA302 IQ IA I SA302 Iz1Y ,- � i� L► R u, TOW EL 156.50-- rqce N SA302 BELOW I SEE TYPICAL LADDER& SEE TYPICAL LADDER& '0 TOW EL 156.50 WASHDOWN PLATFORM DETAIL- WASHDOWN PLATFORM DETAIL- TOW EL 173.50 SM-6" 9'-6" TOW EL 172.50 1 I TOW EL 171.50 I T- o e e o a " III SA107 SA108 -TOC EL 171.00 b o AREA 2 1 SAREA 3 F- II _°- .. _ --- in _ _ST102_ ST1 - ST1 \EL 167.50\ ST1 I I " c NIL 1 . ��-f O En MI IV t \ © 2'-0" TOC EL 171.00 LIGHTING POLE SA201 SA�301 3 TOW EL 171.00 bi i'_� 1 CORBELS NOTE 3 SA201 FOR CONTINUATION om STEP TOP OF j 10'-2" 6'-6" 5'-0" T-3" 3.-6" 01 :Ni-- SEE ST102 KEY PLAN v o PARAPET WALL - 4 cv 12" 0' 1' 2' 3' 4' 5' 6' 7' IIV5 UPPER LEVEL ENLARGED PLAN 3/8"=1'-0" o Ird 3/16"=1'-0" 6' 4' 2' 0' 5' 10' •� PRe F IQ O�ci'��GIN ,Sb}O O Ol 3/16"=1'-0" sass•P ? > +�JDM MARCH 2018 wio.awae SHEET TIME: SHEET:85 288 owca D'• tally s(9 CLEAN WATER SERVICES STRUCTURAL �aT S OREGON,` OSSNPO CW"SA106 THIS BAR IS ONE INCH `� DURHAM AWWTF AERATION BASIN NO.5- UATE. 0311an8 FAT e 19� «H: it WHEN DRAWING IS C1eanWater Services BLACK&VEATCH PHASE 5 SECONDARY TREATMENT UPPER LEVEL-ENLARGED Pocr SA�06 �'C4LBEF1 1 FULL SCALE. Our commitment ie clear. SDG AS SHOWN SYSTEM EXPANSION PROJECT PLAN AREA 1 (WEST SIDE) cws 6757 ErvG EXPIRES:DEC 3L 2018 c My* DATE DPN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 pRp�x I i 1 21'-0" 24'6" 20'-6" 24'6' 20'8" 3T 4" /— I CL STRUTS& CL STRUTS CL STRUTS& CL STRUTS BAFFLE WALL / 11, � BAFFLE WALL1 TOW EL 171.00 I \ SA301 b r a a } 1 1 ST1 \ ST1 ST1 T NOTES' i EL 187.50 ii _ 1. FORELECTRICAL CONDUIT LAYOUT,SEE SHEET EA102.ALSO SEE I i E t ONDUIT PLACING DETAIL F ON SHEET S002. 2. FOR LIGHTING POLE LOCATIONS,SEE SHEET EA103.FOR CORBEL I I LL ALUMINUM SIDE MOUNTED GUARDRAILREINFORCING DETAILS,SEE CONCRETE WALKWAY POLE MOUNTING II DETAIL A/5008 TYPICAL ` DETAIL ON SHEET E501 I 130' y I I I Ali SA201 SEE TYPICAL LADDER& ---SEE TYPICAL LADDER& WASHDOWN PLATFORM DETAIL I WASHDOWN PLATFORM DETAIL ON SHEET SA106 ON SHEET SA106 " \ r--. ( I `4' ,. o II - \EL 167.50\ • I— ST2 -- ST2 ST2 ST2 1 T l 7--- I I _ —[ V i irSIMSA301 TOW EL 156.50 i 11 1A) l (Ai I! 1 I 1 CI k EL 167.50 • TOW EL 162.50 p!, .i TOW EL 162.50 , — --- I! ST6 I EL 167.50AIIIIIIIIIIIIIMIIIIIIIIIIIIIIII ( ST6 1 I 1 c� Tx24" li to �I B1ELOW COLUSTRUMN T(TYP) 0 O O I Fc w w SA302 I �I © SA302 FOR ADDL REINF- I rn pI SEE E/S002 TYP F �� 4'x4'ALUMINUM SEE TYPICAL LADDER& HATCH- I D Z WASHDOWN PLATFORM DETAIL I z 12" ON SHEET SA106 z 01 9.-6" ' 9 6" CO 9'-8" I 0 � TOW EL 156.50 I 0 Oi N 8,-6" '► 1 I ■ — ` — la SEE TYPICAL LADDER& ��rl 0 WASHDOWN PLATFORM DETAIL 0 o ON SHEET SA106 0 0 0 0 SA302 o I I III I " " -— I `. �' III - d14@6'CROSSTIES VERT&HORIZ \EL 167.50\ I • III -ii ST1 1 FROM EL 160.00 TO 185.50 ST1ST1 - T l 1_-_. __ ——— ————— —J SA106SA108 N ----_ ---_ _— I AREA 1AREA 3 c c aa a y SIM TOW EL 171.00 ) `� FOR CONTINUATION SEE ST102 © A HOLES AT © FLOORCL 3" I LEVEL TO DRAIN 1 ST102 � OP OF COC SA201 SA303 WATER @15-0 OC SEE \�, • N SA�301 © 111 OP 152.50 �' LIGHTING POLE SHEET SA108 FOR CONT n CORBELS NOTE 2 CO a 0 I ST301 Nr' Nm KEY PLAN V N 11 UPPER LEVEL ENLARGED PLAN 3/16"=1'-0" 5.07,u c ruR,y4 w 6' 4' 2' 0' 5' 10' ,cyEO PROA LQ I — — — W i &q0'GINE 0 01 3/16"=1'-0" co � F•P - cS Lii DRNJDM DATE MARCH 2018co Nememen PROJNAME: SHEETTITLE SHEET:86 288 0 G" 0..taUl/Y9asSin CLEAN WATER SERVICES STRUCTURAL OREGON NPO DWC"k SA107 THIS BAR IS ONE INCH I�rrll DURHAM AWWTF AERATION BASIN NO.5- (°E, 03/14/18 .. 7 16 �9� 1 MAL CAD FILE ik WHEN DRAWING IS CleanWater Services Q BLACK&VEATCH PHASE 5 SECONDARY TREATMENT UPPER LEVEL-ENLARGED SA107 gLBEftf FULL SCALE. Our commitment is clear. EXPIRES:DEC 31.2018 I SYSTEM EXPANSION PROJECT CWS ASDG AS SHOWN REV p DATE oRN APED bEscRIPTION 2550 SW Hillsbo o Hwy. Hillsboro,Oregon 97123-9379 PLAN AREA 2 6757 ENGR STAMP: S INOTES: J20.-6" 3T 4• 32'_8• 11_g^ 17,_6„ i BAFFLE WALL SA301 TOW EL 171.00 b �' Cl-STRUT -.--- 2'-0", 1. BX REPRESENTS BEAM DESIGNATION,FOR BEAM SCHEDULE AND L STRUTS& Y II FUTURE SLAB EXPANSION 1_6 9-6" DETAILS SEE SHEET S004. I DETAIL B/S005 ., � I 2. FOR ELECTRICAL CONDUIT LAYOUT,SEE SHEET EA104. ALSO SEE CONDUIT PLACING DETAIL F ON SHEET S002. ST1 rir 3. FOR LIGHTING POLE LOCATIONS,SEE SHEET EA104.FOR EL 167.50 ST1 I - 4 CORBEL REINFORCING DETAILS,SEE CONCRETE WALKWAY 1 -� POLE MOUNTING DETAIL ON SHEET E501 DETAIL A/S008 TYPICAL\ ALUMINUM SIDE ED GUARDRAIL TOW EL 171.00-\\It T.,.. ,I 9'6" �, 4 I ~ WASHDOWN PLATFORM DETAIL 6'-4"‘11i-- 5 2" TOP OF CONC EL 161.30 \ / 1 CO SEE TYPICAL LADDER& ETA L ~ f_ / CL 12"x26"ODOR CONTROL DUCT 4 I I N /', ON SHEET SA106 \ PENETRATION.T/DUCT EL 165.33. DOR CONTROL UCT ( /411.- SA202 /All 02 } EL 167.50�' CL 8"x40", SEE SHPENETEEOT MAtOTION. DUCT EL 1D65 33 \~ _j 1'-g" / �6" I 4_0^ SEE SHEET MA108 I� �' O I �O �It I = T N T1 I SNI—A202 -__ J 1 ST2 _ I n"u' _ ----T 3x3'ALUMINUM �? TOC EL 187.50 LP�( SII 4k4'ALUMINUM L ' DN _ I 4(.42—..\ o MAINTENANCE o HATCH 1 _ I I HATCH(3 THUS) I J I SA301 /t-� t� 1- ) `? \_ 014 I �' !4\t b CL LADDER f 2'-0"x1'-0"COLUMN _ / n J SA303 B1 SEE DETAIL 12E ON SHEET BELOW BEAM ! ‘.7.!' - / S005 TYP -iBt �' I 3'-0" r -L cv I __ ___ l� ///1 11_117,I L_----- TYP Z " CLOSING _ a CL BEAM ELTOP 1 OF AB w 1 .� i L 2-0" ALUMINUM SELF I - I CL STRUT M \ w o &BEAM II \ I REMOVABLE O 4 OEl SWING GATE w I w BI _ T� B2 MN _ El (vwi ALUMINUM ---- -- T — 1---7—'77 z GRATING STAIRS ~ ( ; L---- - -- 1 BELOW BEAM U(TYP UNO) J - SEE SHEET S009 ST6 -- .-----1 12 I co SLOPE 1 1H 1„ TOW EL 171.00 P ... .._ 1. vi)Iv TOC c I I �J%� ( 1,1 1 O �0 2 EL 167.50 LP d 81- B2 iE81 -- 1 SA302 ' L -4 TOC EL 167.83 HP I I J Li- ID 0 0 r0 Z � JO II 17. 10'0" 9 CL BEAM 4�" REMOVABLE y' wALUMINUM 1 CL 6x4'DOUBLE 0 i I j' 3'-10"� m M / 0HINGED ALUMINUM - HATCH(3 THUS) o I --� N B1 I TYP B2 B1 0 _ 4 �N; _� CL 3"DIA HOLES AT �, 11, 1 CL BEAM i ill ' FLOOR LEVEL TO DRAIN TYP 1'-6"x1'0"COLUMN WATER @15'-0"OC ---1 , 1 1 u,SA302 -.9- BELOW BEAM(TYP UNO) / s 1 _I 1 1 d �g SI SA�01 �I C- 1� II o TOC EL 167.50 LP I ( 1 ` ST307 " 40 ilI 111 I 7 3.-b. -0 ( I PIPE SUPPORTS __I ' I I L l 1 - - i BELOW SEE SHEET 1 . .. 4 - + ,' SP101 , SA106 I SA107 ♦ o I-1-rd- \ 2.x1'ALUMINUM SAMPLING J AREA 1 AREA 2 ., �I HATCH(3 THUS) L CO �` 4'x4'ALUM FOR EXTRA G1:) TOW EL 171.00 ST102 0 I HATCH REINFORCEMENT 00 5002 TDYOPPENING SEE DETAIL / AROUND OPENINGS(TYP)--- / ADDITIONAL REINF FOR a II s t f /l ti t t t t / t t FOR CONTINUATION SEE ST104 t 4 SD301 ` l o_ 1 n LIGHTING POLE / /4\ NLO SA202 SA202 CORBELS NOTE 3 SA202 1s,..J2 TOC EL 160.50 \' Y TOC EL 152.50 N co I KEY PLAN a N UPPER LEVEL ENLARGED PLAN M 3/16"=1'-0" 10 QiillIQ 6' 4' 2' =' S' 10' ��Eo�' PROFF� �65��G I N FFP gyp? 3/16•=1'-0" O PROJNAM1S£: SHEET TITLE: SHEET:87 OF:288 DWG# D tally sS19 - I> oRNJDM DATE: MARCH 2018 _ co CLEAN WATER SERVICES STRUCTURAL OREGON osH NPO OWGp:sAtoa _ DURHAM AWWTF AERATION BASIN N0.5- ATE: 03/14/18 Fpr,6,,9� THIS BAR IS ONE INCH gig, s .MAL cAOFaEn. WHEN FULDRAwL �IEG IS �eao w commitment is cleatlC� Q BLACK&VEATCH PHASE 5 SECONDARY TREATMENT UPPER LEVEL-ENLARGED PLcx SA1 08 *gcBEFa'-`-' APPGSDG s E. AS SHOWN REVg --�� - �� oES0RIP oN - - 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT PLAN AREA 3(EAST SIDE) cws 6757 EXPIRES:DEC 31.2018 PROD A ENGR STAMP: I % 1 t i II V 11 OPERATING LEVEL I I OPERATING LEVEL EL 167.50 _ = I t EL 167.50 ,- -- 6 — — _____— — ----- e ,--; /10'-0" 7 ,/ S` A303� I I TOW EL 162.50 TOW EL 162.50 —- — --_—r „____---N \10-0•/' \ / — Y/ -i- 1- 1Npr I II ! X \ CONC COL / - 1--(4)ADDITIONAL#6 BARS @ I r I / r_°' TOW EL 156.50 (2)/ / " ADDITIONAL#6 BARS @6” 8"(ALTERNATE BARS) J 12"x24" CONC COL 2-0 J TOW EL 156.50 — /// r (ALTERNATE BARS) 7... / # 6"(ALT) /SA201 : ADBARS(#5@ 6'-4" 6'4" CL SLIDING ACCESS 3")SEE PLAN - CL SLIDING ACCESS HATCH SEE DETAIL F/BOOS /%7 HATCH SEE DETAIL F/S005 / j 2-#5 DIAGONAL BARS(3" \ OC,4'-0"LONG)TYP EF FOR ADDITIONAL REINFORCEMENT TOP OF15 9 — AT BAFFLE WALLS SEE ELEVATION (2)ADDITIONAL WALL VERTICAL BARS @6" ADJACENT `, 1/SA201 / 1 ....---11ALTERNATE BAR OC(TYP ON 3 OPENING SIDES) CROSS WALLME I S 5 TYP ON ALL SLIDING ACCESS HATCHES EF TOC EL 142.00 HP _ TOC EL 141.52 LP _ TOC EL 142.00 HP 11 V +_ r \ .74_TOC EL 141.02 LP 1 / ��'�; ALJ #4 U BAR @6'kt'fi"LEGS (_ : ' I (TYP ON 3 OPENING SIDES) I i 1_ 12 -FOR ADDITIONAL REINFORCEMENT AT 16'-0" 16'-0" OPENINGS SEE SHEET S002(3 SIDES TYP) #4@,6""TIES(HORZ&VER __ 15'-6* 16'-0" CL 24"x24"OPENING(2 THUS) CL 24"x24"OPENING(3 THUS) (--i ELEVATION (Th ELEVATION I SA102 3/16"=1'-0" SA106 SA102 3/16"=1'-0" SA106 � DETAIL SA201 3/8"=1'-0" SA106 �� I f �, , II OPERATING LEVEL I OPERATING LEVEL EL 167.50 EL 167.50 I lia-o"-- /� _ r6 — — — ----.z 6 ' � C �SA30 _ c' 0 — _ TOW EL 162.50 TOW EL 162.50 — _r S \ / X7 x ' // \ 12"x24" CONC COL / 2-0' 12"x24"CONC COL 2'-0" / \ TOW EL 156.50 N / X TOW EL 156.50 I 6'-4" TOC EL 152.50 6'-4" CL SLIDING ACCESS CL SLIDING ACCESS —- - HATCH SEE DETAIL F/S005 TOC EL 153.00 HATCH SEE DETAIL F/5005 FOR ADDITIONAL REINFORCEMENT AT BAFFLE WALLS SEE ELEVATION FOR ADDITIONAL REINFORCEMENT I 1/SA201 __ — i AT BAFFLE WALLS SEE ELEVATION 1/SA201 - N / \ 7 X\ / I TOC EL 142.00 HP V- Irm TOC EL 141.52 LP TOC EL 142.00 HPX /_L-_ x x TOC EL 141.52 LP TUNNEL OPERATING LEVEL C J TUNNEL OPERATING LEVEL r I \ EL 138.82 LP min EL 138.82 LP L_ / 12" (2)ADDL WALL VERTICAL 14'6' 13 8' CL 24"x24"OPENING(3 THUS) 14'6" 13'-6" \ CL 24'k24"OPENING(3 THUS) � BARS @6"ALTERNATE { , - BARS OC TYP EF 12" a2 a ELEVATION OPENING AND 4 ELEVATION SLIDING ACCESS uni f SA103 3/16"=1'-0" SA102 3l16"=1'-0" HATCH •U •U• • • • • • s. M SA103 SA107 SA106 6' 4' 2' 0' 5' �' s-- 6iiiSGs. o m • • • • • • • • 3/16"=1'-0" I'0 \ 11 v N I \ 12" 0' 1' 2' 3' 4' 5' 6' 7' o / - #4 U BAR @6"x1'-6"LEGS 3/8"=1'-0" .0019151104, . / ° 1 SECTION 12"9" 6"3" 0' 1' 2' ,e0PROF di -p SA201 1"=1'-0" 1"-10 v0 cr 19461. wl :JDM n�E MARCH 2018 PROJNAME: SHEET TITLE: SHEET'88 OF:288 OWG# p •. tally S•9 '' a CLEAN WATER SERVICES STRUCTURAL OREGON `o *NPO #SA201 DURHAM AWWTF AERATION BASIN NO.5-WALL oaTE: 03/14/18 1�Fpr 16 .s4:04, THIS BAR IS ONE INCH C1eanWater Services Q BLACK&VEATCH SA201 CAD * WHEN DRAWING IS PHASE 5 SECONDARY TREATMENT ELEVATIONS-SHEET 1 OF 2 PLS AL8ER1 FULL SCALE. PEVOur commitment is clear SYSTEM EXPANSION PROJECT cws EXPIRES:DEC 31.2018 I 1 SDG SCALE AS SHOWN # �� 2550 DAN APPD DESCRIPTION SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 Prta m 6757 ESOR STA P 'c T10-0 , I -6" 2'-0 SLOPE SLOPE" -TOC EL 167.67 HP _ TOC EL 167.50 LP -\ ��/�I 1111111111•11---1 7 f TOC EL 167.50 LP I I ____J/-I II I r-i I f I OPERATING LEVEL / 1----------F------7_�7 ., I OPERATING LEVEL \ i I EL 167.50 ' I I 1 f EL 167.50 LP I TOW EL 164.33-i r i` U LJ U I 1 XTEL162.5O ST5 "► TOW EL 163.33 __- --.r LI\-ST6 ST2 I I TOP OF EIW TUNNEL --- I NV TOP OF ETUNNEL EL 152.50 - J EL 152.50 IL FOR ADDITIONAL REINFORCEMENT AT BAFFLE WALLS SEE ELEVATION FOR ADDITIONAL REINFORCEMENT 1/SA201 I 10'-6" AT BAFFLE WALLS SEE ELEVATION 1/SA201 I EL 144. I TOC EL 142.00 HP ` ' - - - -laTOCEL 14152 LP TOC EL 142.00 HP 1 I TOC EL 141_52 LP TUNNEL OPERATING LEVEL \ J _.1 /-+ TUNNEL OPERATING LEVEL - - EL 138.82 LP j_ / EL 138.82 LP L / I ELEVATION ELEVATION SA103 3/16"=1'-0" SA104 3/16"=1I-0' SA108 SA108 I /-.TOC EL 167.67 HP TOC EL 167.67 HP SLOPE SLOPE , < SLOPE P SLOPE , TOC EL 167.50 LP f TOC EL 167.50 LP, J OPERATING LEVEL /TOC EL 167.50 LP J TOC EL 167.50 LP-\ OPERATING LEVEL \ LJ JI - - EL 167.50 LP \ r` f � - - EL 167.50 LP I - TYPLTCA--TYP TOW EL 164.00 `- rO SIM x'\ / x \ \\ \ 'x 80A x ` TOW EL 184.00 1' 1'8" TYP 10'-0\ - 10'-0" TYP r_o. I FOR CONCRETE BEAM / \ / \ LOCATION SEE SHEET SA108 FOR CONCRETE BEAM TYP / TOW EL 156.50 TOW EL 156.50 LOCATIONS SEE SHEET SA108 TYP I TOP OF ENV TUNNEL / TOP OF ENV TUNNEL I EL 152.50 - EL 152:50 - FOR ADDITIONAL REINFORCEMENT FOR ADDITIONAL REINFORCEMENT AT BAFFLE WALLS SEE ELEVATION AT BAFFLE WALLS SEE ELEVATION 1/SA201 I 1/SA201 I CL 24"x24"OPENING CL 24"x24"OPENING (4 THUS) (4 THUS) I I I � TOC EL 142.00 HP t r I 17 IT TOC EL 141.52 LP TOC EL 142.00 HP 1/1 17 , ,i 71 7 TOC EL 141.52 LP TUNNEL OPERATING LEVEL I \ - / TUNNEL OPER_ATING LEVEL \ - J a EL 138.82 LP } \ L / EL 138.82 LP ` L I/ -a CI 0 12"- 13'-6" 14'-0" 16'-0" t 2"� 13'-6" 14'-6" 16'-0' N- ELEVATION n ELEVATION I SA104 3/16"=1'-0" SA104 3/16"=1'41" SA108 SA108 _. UCTUR4, LI-1 6' 4' r 0' 5' 10' PRO,cF LIQ 1 � c�'� GINFF : Q 3/16"=l'-0" r�i t946 P - IEB ORIG FRO,NANIC SHEET TITLE: SHEET:89 OF:288 OWG# JDM DATE: MARCH 2018 • • tallY sig - - CLEAN WATER SERVICES STRUCTURAL aGr - rr OREGON,‘ CO Det`NPO 0W SA202 �MM DURHAM AWWTF AERATION BASIN NO.5-WALL °"'E 03/14/18 �°7:16�9� THS BAR IS ONE INCH C1eanWater SeMCC'S BLACK&VEATCH S/���2 CHICMAL CAD • WHEN DRAWING IS MIME PHASE 5 SECONDARY TREATMENT ELEVATIONS-SHEET 2 OF 2 At�>zsV FULL SCALE. Our commitment is clear. EXPIRES:DEC 31,2018 ' SYSTEM EXPANSION PROJECT �s SDG SCKE: AS SHOWN REV; �M oRN ARM � �ON 25505W Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRo,I u:6757 ENGR STAMP: 'o I FOR PARAPET REINFORCEMENT SEE TOC EL SEE PLAN DETAIL G/S005 FOR PARAPET t O O�• r ��-ALUMINUM SIDE MOUNT REINFORCEMENT SEE I 9 • -- ALUMINUM SIDE MOUNT GUARDRAIL RAIL SEE DETAIL DETAIL G/S005 --- ill LL ° GUARDRAIL SEE DETAIL 1- A/5008 FOR SLAB THICKNESS& :Q aceII. o_ E,, OPERATING LEVEL SCHEDULECSEE ON S&SLAB M KQ - ' ON SHEET S004----\ >_1_ OPERATING LEVEL t OPERATING LEVEL f • EL 187.50 L I • EL 167.50 \ • ' • • • 'f EL 167.50 1 SEALANT TYP AT ALL / s " - -e 0 0 o— I JOINTS BELOW GRADE • • I'''----,,,,,NNT CONDUIT `� ... 3-0" _ DETAIL TYP O0 . , • • CONC STRUT SEE PLAN ' • \ . . I • AND SHEET SA501 FOR FOR SLAB THICKNESS& tL I � REINFORCEMENT P REINF SEE PLAN&SLAB �vv AND SHEET SA501 FOR _ * REINFORCEMENT LAP SCHEDULE ON SHEET S004�w8��f CONNMECHECTORS ORS tiICAL . e ;SPLICE- TOP OF UPPER 1�U #8@6"EF LTUNNEL SLAB FILTER FABRIC �O0��C' EL 160.50 000Q00C. O6 o� ( #5@6"EF FOR ADDITIONAL REINFORCEMENT RETROFIT ,O[` \ ' ' AT BAFFLE WALL INTERSECTION WATERSTOP j Ic)°00°(1§° OUC; #7@6"EF / SEE SHEET SA201 1 1/2"DEEP POCKET ' �J ��l. J #6@6"EF • ' )L/CO�O�C. • \: .VVVI O OUQO 1 ROCK DRAT �Jo(i8g�( ,0OoC #7@6"EF CO • I O 0O00C • .• • ,, SEE DET B/S005 AT FUTURE ) 00 0 C• • I SLAB EXPANSION o�o�Oc• • • ALONG NORTH WALL ONLY u I oQOOo00C. . nbi(: 12" �000�, _ #8@6"DOWELS EF #6 DOWELS @ 6"EF • ./. ,-12. DRAINAGE PUMP I • O 4 -CONCRETE FILL TYP STATION A 1"ALUMINUM TRENCH SLAB REINF SEE f l�B I' #8@6 FOR"12'-0" S\ 01W GRATING TYP ▪ - SECT 1/SA301 J F 4)aria,°08Q, Oo�� DIM BELOW ' • TOC EL 139.83 1z NOTE 2, SLAB REINF SEEa U w o U7 w CONC FILL TYP #87.6..r.______ NSP) rTOC EL 142.00 HP Rypl 1"ALUM GRATING TYP AOC EL 141.52 LPTYP w elTOC EL 142.00 HP � cAiZ gat-• SECT 1/SA301 TYP 5e ONOTE 2O� " } ,�- ,;-�}---* 1 TOC El 138.82 LP5010O Oo. pil \_ hi 3�� ,� TOC EL 138.33 I 6"PERFORATED �� NI �I _ " NOTE 2 FOUNDATION boo o."o o o o•o o o o o o o o o o o• 1 TYP `t �/ (TYP) TOC EL 139.00 HP PERIMETER DRAIN • o " 0 0 0 "o o o " " 1 TMP " _° 81 o 1 PIPE(SEE CU102 0 000000•000000000c. 1 - � I FOR LAYOUT AND ` o "0"o o 0 o 0 0 0 0 0 " " NOTE 1 SLAB REINF a c o 0 0 0 °o H"� I INVERT Z' #6@6"EWT&B boo 00000000000 _ - ELEVATIONS) MIN •12 0" 2#6 SIDE BARS " fff • o 00000000000 0000c000c0000l #6@6"T8B MW �� o, ���g;aNOTES 000000000000 \-1-• #7@6'T&B 12"I � 0- 090 "090 "0 TYP _ e NOTE 1 SECTION 5 0" -WALL REINFORCEMENT 12" 3'-9"TYP SEE SECT 2/SA301 5.-0" ALUMINUM SA103 3/8"=1'-0" 3� SECTION BRAT NG TM TRENCH CONCRETE FILL TYP SECTION 111 HATCH_ \ r SLAB Si FOR REINFORCEMENT DETAILS SA,6 SA1063 3/8" 1 0" v t SEE SCHEDULE ON SHEET S004 EL 140.52 LP _ SA108 SA104 3/8"=1'-0" NOTES: SA107 TOC EL 141.52 LP TYP TOC EL 139.83 SA108 SA108 L , / SLAB REINF SEE a. NOTE 2 SECT 1/SA301 TYP a 1. THE SUBGRADE BELOW MAT SHALL BE 2'-0"THICK CRUSHED ROCK LAYER.THE TOP 6" (TYP) S' -ADDITIONAL TOP BARS AS SHOWN,BAR OF CRUSHED ROCK LAYER SHALL BE WORK MAT LEVELING COURSE.CRUSHED ROCK TOC EL 142.00 HP LENGTH=HATCH LENGTH+2`TOP BAR LAYER IS NOT USED AS UNDERDRAIN.THE CRUSHED ROCK LAYER SHOULD EXTEND } — - SPLICE LENGTH SHOWN ON SHEET S002 HORIZONTALLY BEYOND THE FOUNDATION EDGE BY 3 FEET.SEE SPECIFICATION 02200 29{ j/ `� AND GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION. 1 �,r O c� BEAM FOR REINFORCEMENT DETAILS .1111 FWATIE 4 0 SEE SCHEDULE ON SHEET S004 2. THE BAR EMBEDMENT LENGTH SHALL BE WALL AND SLAB"OTHERS"SPLICE LENGTH ‘-1 t 1 .,, ...„.- -... .1 - : . . : ® IO® IF v SHOWN ON SHEET 5002. ro 1 \S=� TYPICAL SECTION AT HATCH 3. FOR LAP SPLICE LENGTHS,SEE TABLE ON SHEET 5002. ° ---- NOTE 1 Qw 12"� 0o�c�i s aOPRO < p 1- SA108 3/8"=1'-0" -- �� _ 12" 0' 1' 2' 3' 4' 5' 6' 7' IyEG PROpF pIo 4. FOR STANDARD CONCRETE REINFORCEMENT DETAILS,SEE SHEET S002. / 1 SECTION y.,0 GIN&- �0�aG FFP oZ l SA703 3/8"=1'-0" 3/8"=1'-0" i NAEE 19461. PROJMC • : SHEET TITLE: SHEET:90 OF:266 DWG# p . tally S%9 - 119 ORIO JDM MARCH 2018 �� CLEAN WATER SERVICES STRUCTURAL OREGON 111 `� meNPO Dwok sA301 DURHAM AWWTF AERATION BASIN NO.5-WALL DATE r 1s THIS BAR IS ONE INCH aeanWater Services Q BLACK&VEATCH PLOT 03/14/18 SA301 de/','",,i,:EsoN:c: CHIC MAL CAD WHEN DRAWING IS PHASE 5 SECONDARY TREATMENT SECTIONS-SHEET'I OF 3 r'LD#: R'`4L9E� FULL SCALE. ___ Our commitment is clear. APPD:$jx3 WILD AS SHOWN ,- ----- SYSTEM EXPANSION PROJECT EXPIRES:DEC 31.2018 S REV# DATE I DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PR6757 a ENGR STAMP: x I TOC EL SEE PLAN - FOR PARAPET w REINFORCEMENT SEE / ALUMINUM SIDE > DETAIL G/BOOS MOUNT GUARDRAIL I SEE DETAIL A/SOO8.— =OF ° TYPICAL 1 i FOR SLAB THICKNESS&REINF O i J SEE PLAN&SLAB SCHEDULE _ —- ALUMINUM SIDE MOUNT ON SHEET S004 TYPICAL t- 2 GUARDRAIL SEE DETAIL a Oa, A/S008 OPERATINGLEVEL 16 \` OPERATING LEVEL LL OPERATING LEVEL " " " cL EL 167.50 ..L-111M1M17. a • ''' ---FOR STRUT DIMENSIONS 1 AND REINFORCEMENT, #5@6" SEE SCHEDULE ON I • TOC EL 164.33 L 245 TOP CONT SHEET SA501 / 3-8 /GONG STRUT SEE PLAN TYPICAL TOC EL 163.33 #5@12" 3-0„ CONC STRUT SEE PLAN AND SHEET SA501 FOR . . ' TOW EL 162.50 AND SHEET SA501 FOR REINFORCEMENT - — ' 5i ` #', REINFORCEMENT 14'-4" 9'-0" • ' �-#5TUBBPAR@6" • • iN+ r00o0 0 n • OcP0OO• --#8@6"EF FILTER FABRIC � 0 .::)0 . INFLUENT COLLECTION BOX MIXING CHAMBER #6@6'EF 2 ( - • o#5@6"EWEF ���fff 0e (O,QQc . S�1�UO°C_ #5@6EF Oo00OC . . d / JO 000 DO�c' CRUSHED ROCK DRAIN W- #5@6"EWT&B : : • • ,GG0000C a • • • IC.) 0 Oc III tv TOC EL 152.00 f �� �� �11 1 0 • • fo ; ; ,�a�Oo�oC • ,0oo0o0C 12"SQ COL • • . . 0���00 �� : ; j OOOOOOOOC @ H"''. SA30 a �OOo00OOC w r • • a vI N . . #7@6"DWLS o0o00OC #6@6"DOWELS EF ~ aJN�O WIN 00 000oC DIM B" FOR•12'-0" EL 144.00 v >0000 OC DIM BELOW FOR REINFORCEMENT �� Z • FOR REINFORCEMENT I ti / SEE SECTION 1/SA301 g rn Z a w SEE SECTION 1/SA301 �O O oO #6@6"Iv _NOTE 2 aUw 7 �a��� a TOC EL 142.00 HP V / t TOC EL 142.00 HP g 1_ _ TOC EL 142.00 HP O�OO OC TYP I + . vu:�u:U.u:v u:�u.Uu:uu Jr T ��oO��C�� :„.‘s? w- 1...: -_-- _� iv ��01,a _ "49- MA 00.00 0000 0°0�°0 6 PERFORATED ,,,,#, , ...AIL' 1 m -0 00 00 00 00 00. ° o'°a °o Po °oP FOUNDATION 0 ° 090 ° 0 °0 �o °oa 00.000°0.0.0°0°0 ' ,-00.•0000.000.0000.o.0.0. iTYP 000. 00 00 00 00 00 PERIMETER DRAIN I \/VV'�/ - ° PIPE(SEECU102FOR 0000000.000.0000000. . • 1 ° NOTE 1 SLAB REINF 12, NOTE 1 NOTE 1 ° �\ ELEVATIONS)LAYOUT AND INVERT °� ,!y/v' 246 SIDE BARS #6@6"EWT&B •12'-0" rm SECTION ( SECTION SA103 3/8"=1'-0" SA102 3/8"=1'-0" SA104 T #4 TIES SET SA107 sA1oa SECTION 8-#5 LONGITUDINAL SA103 3/8"=1'-0" I 11 BARS SA106 SA107 n. NOTES- c Q. THE SUBGRADE BELOW MAT SHALL BE 2'-0"THICK CRUSHED ROCK LAYER.THE TOP 6"OF SECTION CRUSHED ROCK LAYER SHALL BE WORK MAT LEVELLING COURSE.CRUSHED ROCK I SA302 1"=1'-0" LAYER IS NOT USED AS UNDERDRAIN.THE CRUSHED ROCK LAYER SHOULD EXTEND ni HORIZONTALY BEYOND THE FOUNDATION EDGE BY 3 FEET.SEE SPECIFICATION 02200 AND N m GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION. if 4 2. FOR LAP SPLICE LENGTHS,SEE TABLE ON SHEET S002. 12"9" 6"3" 0' 1' 2' 0 3. FOR STANDARD CONCRETE REINFORCEMENT DETAILS,SEE SHEET S002. 1"=1'-0" S.I RUCTUR1 61 12" 0' 1' 2' 3' 4' 5' 6' 7' 0 PROF% LQ IdiE G INF �/0 00 3/8"=1'-0" w&�N\ FP - I > oR+•JDM MARCH 2018 eR0 a M0 SLEET TITLE: SHEET:91 oF:288 owcn D.• tally 6518 -I a CLEAN WATER SERVICES STRUCTURAL OREGON `n DSN NPO x SA302 THIS BAR Is ONE INCH �-.7 DURHAM AWWTF AERATION BASIN NO.5-WALL DA 03/14/18 �sFA, X99 WHEN DRAWING IS �,leanWater SernCes BLACK&VEATCH SA302 ,,, . 16� af' ""` GDS& FULL SCALE. PHASE 5 SECONDARY TREATMENT SECTIONS-SHEET 2 OF 3 PLCA Our commitment�a clear. SYSTEM EXPANSION PROJECT EXPIRES:DEC 31,2018 I SDG SCALE AS SHOWN �� owe Argo DESORPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 (yap 6757 ENGR STAMP. 0 IFOR ADDITIONAL INFO • \ FOR ADDITIONAL INFO / \ AND REINFORCEMENT FOR PARAPET AND REINFORCEMENT SEE SECTION 1/SA301 .-#6@6"EWEF SEE SECTION 2/SA301 / DETAIL G/S005 NT SEE 1 • • FOR FOUNDATION l • • A CONC FILL TYP T/FILL EL 144 52 PERIMETER DRAIN FOR ADDITIONAL INFO SEE SHEET S008 GUARDRAIL S01 DETAILS SEE SHEET SECTION • \ NOTE 2 ONSA1SHEET 01 AND 1 • • • AND REINFORCEMENT F ALUMINUM SEE SECTION 3/SA301 (TW) TOC EL 142.00 HP • .. . r " - _ TOP OF BASIN NOTE 2 #4@6 'I I ° � • • � . __ _ __ - I lN IN EL 142.00 HP • OPERATING aQ "."7"7"N. A 8 T•: — N EL 167.50 io -- -- .1 0 0 0 0.0 0.0 • • 1 TUNNEL OPERATING LEVEL I ' o °o a ° o a o ,^.°. o, o "ooEL 138.82 LP • • •79 •.o• :ooo0o0°0o.0 00000°0.0°0.0 g00000000.0:000.0:` \\- 1`-1 opo o °oo — Goo o o •00000O000000000000000O000O00000 0 .0 .000 o° o po° o° ° ° o° o° °° o° °° o° a • o° o . PO°O�0 °0 o.O Oo 00O.O:Oof). • • /Ni4' #7 EWEF--\ • ' N , 1 • • • #4@12" •0:000000000000000o.000000 00000000 NOTE 1 • AND SHEET SA501 FOR o o ° o °o o° o °o°o o g °o °09 0 00 oOo° #8@6"EF-� \ �nnnnnnAnnnnnnnnnnnnn nnnnnnnnn CONC STRUT SEE PLAN • • NOTE 1 #7@6"EF h� " /� SIZE&REINFORCEMENT • FOR REINFORCEMENT • SEE SECTION 1/SA301 • I • • SECTION $ (-3-.SA107 3/8"=1,-0" T P • 6 SA,07 1 i #7@6"EWT&B • I J1^ (S .w a� . y ,1�� TOC EL 128.00 y _,,,,, ._4__ i TOC EL 128.00 L . , J J ,1 C ..--.=_-_o00000000000I .0 °000 °O °O °O ° ° °o ° �o •0000000000000a BOT OF WALL 000000000000 •°0 0 °0 °0 °0 °O EL 143.00 ••00 00 00 00 00 00. NOTE 1 °,5: ,,W NOTE 1 ly.. y TOC T EL VARIES SECTION SECTION Cl) ALUMINUM SA104 3/8"=1'-0" 4"-' ^ 12„ all- SA104 3/8"=1'-0" Q GUARDRAIL SEE I SHEET 5008- " �u— L 142.00 HP �_ NOTE 2 @ ` 6 F � --FOR ADDITIONAL INFO �--� I Nr '1 OPERATING LEVEL N AND REINFORCEMENT EL 167.50 \ 1SEE SECTION 3/SA301 2-#8 DWLS INTO I III IMINEIININIE,..\,.... ......., '-FOR FUTURE EL 16750 �/ STRUT ( SECTION EXPANSION DETAILS, �� SEE B/S005 IGN #4TIE SETS CO" M LIGHTING POLE CORBEL SEE PLAN- `' @12" 12#6 LONGITUDINAL BARS TIE SETS @3" I O46 LLONGITUDINALIYBARS i I CONC1 STRUT SEE PLAN SECTIONTill AND SHEET SA501 FOR SA102 3/8"=1'-0" (1046 LONGITIDINAL BARS AT SIM) I—I- Ank SIZE&REINFORCEMENT BARS AT SIM) —� `` .em°� SA104 • • • S moi- SA30 T-6" 12"I FOR REINFORCEMENT , _f_ v ael --•-t-•" SEE SECTION 2/SA301 f • /1194\ �� •/• / • • SA303 SECTION ALUMINUM GUARDRAIL SA106 3/8"=1'0" SA107 SEE SHEET S008 248 DOWELS II 8 SA10 SLAB PER PLAN rii. SECTION AND SCHEDULE ON SA202 1"=1'-0° SHEET S004 FOR SA303 1 � I REINFORCEMENT SA303 /� I I OPERATING LEVEL NOTES' r - t SECTION mai EL 167.50 SA303 3/8"=1'-0" a 2 1. THE SUBGRADE BELOW MAT SHALL BE 2'-0"THICK CRUSHED ROCK LAYER.THE TOP 6"OF co a CRUSHED ROCK LAYER SHALL BE WORK MAT, LEVELLING COURSE.CRUSHED ROCK LAYER IUI IS NOT USED AS UNDERDRAIN.THE CRUSHED ROCK LAYER SHOULD EXTEND HORIZONTALY ."-c,I.. 7 - _ `` BEYOND THE FOUNDATION EDGE BY 3 FEET.SEE SPECIFICATION 02200 AND GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION. .`,..°- CONC BEAM SEE PLAN 2. THE BAR EMBEDMENT LENGTH SHALL BE WALL AND SLAB"OTHERS"SPLICE LENGTH SHOWN 4 N AND SCHEDULE ONON SHEET S002. SHEET S004 FOR SIZE& 12" 0' 1' 2' 3' 4' 5' 6' 7' REINFORCEMENT TYP .0 3. FOR LAP SPLICE LENGTHS,SEE TABLE ON SHEET S002. 3/8"=1'-0" .Rv cTUR,t o SECTION 4. FOR STANDARD CONCRETE REINFORCEMENT DETAILS,SEE SHEET S002. 12"9" 6"3" 0' 1' 2' ���yEO PROFF�/ O o SA108 3/8"=1'-0" 1"=1-0" c..1 �O 1 N FF O �o ��. p'•�tally 5s19 Id IIIIIIII NSMG MARCH 2016 -- — ata CLEAN WATER SERVICES SHE�T,LE. STRUCTURAL s"�T's2 tae OREGON CO SA303 �•�1 DURHAM AWWTF AERATION BASIN NO.5-WALL �°� 03/14/16 ��FA 'S9A THIS BAR IS ONE INCH �■®. BLACK&VEATCH SA303 q T '6 WHEN DRAWING IS tlE3llwr 'xi V1CPS © *ALBERTA CAD FILER PHASE 5 SECONDARY TREATMENT SECTIONS-SHEET 3 OF 3 PLGit I FULL SCALE. Our commitment it clear. EXPIRES'DEC 31.2018 8 SYSTEM EXPANSION PROJECT � 6757 ENGR SIAM o/A $DG AS SHOWN REva WrE ORN 'pPb DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 after r I -CL SPLICE,SPLICE 50%OF STRUT STRUT LONGITUDINAL BARS CL SPLICE,SPLICE 50%OF STRUT LONGITUDINAL BARS(STAGER SPLICE) (ONLY END BARS SHOWN) (WALKWAY)LONGITUDINAL BARS TYP ,BRUTSI.HEDt1f F STRUT WIDTH DEPTH LONGITUDINAL S1(IN) S2(IN) SECTION BARS -I �� �� - STI 4'-7" 7.0" 2847 4 6 1 ST2 4'-0" 7-0" 2647 4 6 2 _ --_ • — —— ST3 4'-0" 7.0" 2647 4 8 2 — _ 1 ST4 6-0" 2-0" 3247 4 8 3 ST5 7 0" 7-0" 1447 4 6 4 ST6 7-0" 7-6" 1647 4 6 5 2" 7,--TIE SPACING Si TIE SPACING SI— ST7 1'-0" 1'-0" 847 6 6 6 I / 2 A TIE SPACING S2 A _ ¢ -, _ to z 0 < uJ w F- I I (-.T STRUT PLAN 3/8`=1'-0" I I #4 TIE SETS LONGITUDINAL #4 TIE SETS #4 TIE SETS #4 TIE SETS LONGITUDINAL -LONGITUDINAL BARS(SEE STRUT #4@6"CLOSED BARS(SEE STRUT BARS(SEE STRUT I SCHEDULE) ALTERNATE TIE AT 3"TIE /IN SCHEDULE) N SCHEDULE) Nw SPACING LOCATIONS w w z 2"C#4 TIE SETS z N ' 2"CLR STD HOOK TYP 21/2 CLR z O ¢ 2°CLR O a LR z2"CLR ._,4.- O 2"C #4 TIE SETS 7 CLR z O 85 1111 21-111-1111111111 21111111K1111111 < riffi -LONGITUDINAL a LONGITUDINAL ¢ w 11111111111111 1111111111,111 @12„ w IIIIIIIIII ill-0111111111 < W w SCHEDULE)S(SEE TROT w', 71SCHEDULE)BARS(SEE STRUT 0_ �f LONGITUDINAL SI(SEE STRUT Ln l__ 1111E w SCHEDULE) N N w \` SEE TYPICAL w N 1 w N #4 TIE w 10 EQ SPA r o SECTION BESIDE FOR 7 EQ SPA j Z 12 EQ SPACES p Z w SETS 0 Z MORE NOTES z O r z I (TYPICAL SECTION) (AT DOG EAR LOCATIONS) 3 EQ SPACES T z2 EQ SPACES !--3 EQ SPACES SECTION 1 SECTION 2 SECTION 3 SECTION 4 SECTION 5 SECTION 6 I DETAIL I 3/6"=1'-0" I NOTFS I 1, °A"SHALL BE LARGER OF US AND TWICE THE MAXIMUM BEAM DIMENSION. MAXIMUM BEAM DIMENSION SHALL BE LARGER OF BEAM WIDTH AND DEPTH DIMENSIONS. a. 2. CLEAR COVER AT TOP AND BOTTOM: `"a NORTH-SOUTH STRUTS:1 1/2" EAST-WEST STRUTS:2 1/2" I N N Nco N 4 iiii 12" 0' 1' 2' 3' 4' 5' 6' 7' 4,k9 PROFF 0101 318"=1'-0" Ca N.,,0/6NFF /OZ w +�JDM MARCH 2018 - GRO SHET SHEET TITLE; SHEET g3 OP,288 DWG a U• tally s( a - CLEAN WATER SERVICES STRUCTURAL 9 , OREGON NPO t SA501 DURHAM AWWTF AREATION BASIN NO.5 °DP`^TE' 03/14/18 ys`°pr 16 ,ga THIS BAR IS ONE INCH GlCanW�r services a BLACK&VEATCH SA501 gRrr9L �Q' CMS:MAL CAD WHEN DRAWING Is PHASE 5 SECONDARY TREATMENT STRUT DETAILS PLOT ' FULL SCALE, Our commitment is clean EXPIRES:DEC 31,2018 SYSTEM EXPANSION PROJECT Js 6757 ENGRST, SDG WALE: A$SHOWN REvx DATE DRN APPn DESCRIPTION 2850 SW HHlsbao Hwy. Hillsboro.Oregon 97123-9379 PRax S r22 3 S�C09 10'-0" _ I 12" 12" Nir- 8-0" i -... 1111111 1 I - . �� i/ \� I SC301 / TOC EL 140.00 HP \ / q Q SC301 co 7e✓ IlnM1 /cEL :fl\ - - - 2DIY - - 1 - - �►'� / s© � ENLARGED PLAN I I 1 + sC301 f -1 f , A/l 1 SC101 3/8"=1'-0" - f irItTe~• ---- -----. _ -—- - I -� f [0 i�\ �1. " i� 108 - - - • 1 - C301 I ` #5C89"(4'-0"LONG)TYP r /G -1-- _ 7�. 9"M TYPIAXCALBAR BARSPACING LAYOUT \ 540 2 / ., �_ ; � I Nr Ilk 4.1: r / `\ / / \ .SECONDARY \\ :�► /� // V o' .-IFIER NO.NA 713 $0 Q 4',,t)- / — �'�� /// \ \ /6 Q ?V� / ut Q \ s'cs°i .. ♦ '\f' ' Al // /� CoA \\ SC,OI , �„/'\\ , _ 41 � ���CL PORTABLE LADDER AND ` CL 42"ML _ / ��- A. 4, dat LADDER STOP ABOVE / _ _ I; ii: / 11111 2-44 U BARS TYP ON ALL / /, // I ANCHOR BOLTS(TOP 3"C/C1'-8"LEG) ` 404 I 3'-0"x3'-0"x12"DEEP SUMP / ///r / I l / \ / ih N / re / o_a. NOTE: \ / / / i li•N 1 XXX I DENOTES CONTROL POINT,SEE DRAWING CG001 FOR LOWER LEVEL-PLAN \\ /// \/\ / KEY PLAN STRUCTURE CONTROL TABLE. Q \ / / / N m 3/32"=1'-0" LSC 301 \/ / a N / / I 12' 8' 4' 0' 10' 20' 2. THE SLOPE OF THE CLARIFIER FLOOR SHALL BE CONSTRUCTED DURING CL 24"RAS THE SAME CONCRETE PLACEMENT AS THE MAIN CLARIFIER FLOOR. ! 3/8Y=1'-0" o GROUTING SHALL NOT BE PERMITTED. ENLARGED PLAN 12" 0' 1' 2' 3' 4' 5' 6' 7' p ap SC101 3/8"=1'-0" 3/8"=P_0" .2 ,t4GINS'F �O >' +JDM MARCH 2018 Pro wv c SHEET 11T SHEET:94 OF:288 Dwos l t-.11Y9461 . -4 aco CLEAN WATER SERVICES STRUCTURAL 0REGOH «NPo sc101 rrr ��-v��I iI `, ` DURHAM AWWTF SECONDARY CLARIFIER NO.5 °*� °�14r18 r�_FAT 16 199 THIS BAR IS ONE INCH �-■■ �.1E1I1W�T 7CLYIC�S BLACK&VEATCH PLO SC101 °;a.eEs CHK MAL GAD FILE* WHEN DRAWING Is ®, PHASE 5 SECONDARY TREATMENT LOWER LEVEL PLANS FULL SCALE. Our commitment s clear. SYSTEM EXPANSION PROJECT cws EXPIRES:DEC 31.2018 I A SDG AS SHOWN REVS DATE aw AFrD oEsar�lton 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 Paan:6757 ENGR STAMP: E. I VIIII (4)ADDITIONAL#5Q 5'-6"x4'-7°PAD 6"TOP BARS TYP AT • • • ALL DAVIT SLEEVES/ 2"LADDER TIE �' TOP OF PAD EL 157.33 (4 THUS) /° IN EYE BOLT (2 THUS) O /' 1 CL PORTABLE <tr. SC301 / LADDER A LADDER I ,`�:� // / STOP BELOW' li 1 'Ah,-;t, ..„,„, Ai V. ALUMINUM sr- `S , . b'+ 9 �t'' STAIRS / , , i \ 914 yy 1 � ' AkploNsGP/ERMANeUIENT/ /Roo:ABLc.�� iN-7\1. • SDA , \ \� ll DRAIL ►\. m ' \'''/\'- \/KI‘i'-- / \ �,.UARDRAIL N. D IDES TYP _ S�0301 _ _ _ _ 2'-6" • �� EQUIPMENT r � SC9x6.97 ALUMINUM .,dr/ DAVIT SEEV. ' 5'-0' 'w� * NOTE 1 TYPiI - \\ 1 314"ALUMINUM GRATING FOR `�', • 0 - _ -_--- ___ ___-- - NN GRATING SUPPORT AT WALLS, / `p11114"444441110111%44 I _ .,' v . SEE DETAIL A ON SHEET 5010 1 Hi 1Wat.040 SEE TYPICAL LADDER - - LAUNDER WALL /4�1040-4011 -‘ . NOTES' AND WASHDOWN $ PLATFORM ON SHEET © , - s 1 / 1. DAVITS&LADDERS ARE SUPPLIED BY OWNER.THE DAVIT BASE SA106 S» Y ANCHORAGE SHALL MATCH OWNER'S DAVIT BASE.THE OWNER'S na *z\Vr/ DAVIT IS DBI SALA 8518006 MAKE.BASE SHALL BE SS 304 DBI SALA 8512828 ADVANCED CAST-IN-PLACE SLEEVE DAVIT BASE, WITH CAP PLATFORM ENLARGE PLAN / OR APPROVED EQUAL.DAVIT BASE SHALL HAVE A 1/2"DRAINAGE2 •'• `:/ HOLE TO THE TANK BELOW.PRIOR TO POURING CONCRETE SC301 1/4"=1'-0" . WALKWAY,CONTRACTOR SHALL VERIFY THAT DAVIT BASE SLEEVE •; �, FITS INTO OWNERS DAVIT. • •SE ROAR I CS8 ALUMINUM \ FIER NO.ti / 710r\4, SO• ' • •O • A •f, i N p' 4,4 SEE DETAI /404L1 / 1 ON SHEET . 19 SC102 SS101 12. S�C�3�' I eIS I ► I 1 0 TYP ©• I I SSv01 SCJ o L 5 SPAN j SPAN I _ _ -- a TOC EL 162.00 ���i ��! r I UPPER LEVEL PLAN I7 I !!!!_!!!!!!!i!!!!� 3/32"=1 0' viii IpIill IIu nlu in i ; _ -_- KEY PLAN -V I IA- r it\ N —— 12' 8' 4' 0' 10' 20' itl N co 3/32°=1,0" 3_ OJ SC301 t 12" 0' 1' 2' 3' 4' S' 6' T a - o ENLARGED PLAN 4' 2' 0' 4' 8' aED i¢ SC101 318"=1'-0" tE F a ai 1/4"=1'-0" �0 �a�'"FA�, W ORIG - PRPxJAME: SHEET TITLE: SHEET:95 �-288 Dwca D. tatty _ _.> JDM PM; MARCH 2018y SC702 CLEAN WATER SERVICES STRUCTURAL O EGON °e"NPO °""B THS BAR IS ONE INCH �-�7 Q DURHAM AWWTF SECONDARY CLARIFIER NO.5 DATEPL°T 03!14/18 SC102 '•16 19 axAAAL �FILE* WHEN DRAWING IS �.leanWateI SL'iV1CeS BLACK IIiVEATCH PHASE 5 SECONDARY TREATMENT UPPER LEVEL AND PLCIk 'L ' ______ FULL SCALE. _ Our commitment is clear. A�SDG AS SHOWN SYSTEM EXPANSION PROJECT ENLARGED PLANS EXPIRES:DEC 31,2018 Ta- REV/ DATE DRN MPD DESCRIPTION 2550 SW Hillsboro Hwy. HiIISUoro,Oregon 97123-9379 RO t.6757 ENGR STAMP: I2'-0" 6" 2'-6" 1'-6" I - -ALUMINUM SIDEMOUNT CLARIFIER WALL \ GUARDRAIL SEE DETAIL - ALUMINUM GUARDRAIL EL 162.00 4 \EON SHEET S008 SEE SHEET S008 3'0" ALUMINUM 6 1/2" 7T@11°=6'-5" • GRATING , �iT"/(ff"\ OQ _4 '6,1 'OI _____w ---_ _ TOC EL 162.00 _ �\ 0111 _. TOC El 158.00 • . .Q0�QO( 0 N N t0 7r7 ik #5@10" \N. OO�oC TOC EL 162.00 I ' /-#5@8"EWEF TYP • • ,�' CS9 I FILL " ) p� I ....___,7-73,.._ - - • uYJ #5418FILL TOC EL 154.00 • FILTER )0OQO(90,. FABRIC I FOR PIPE SIZE& 0 1111 1„ 0 QO 0 ( LOCATION SEE CS9 """""' : CitI ,•••••,,,r [/4N i. Y -O��O- MECH DWGS TYP- ALUMINUM re I ill r _� • JOO Q om"EF FORPIPE SEE MECH CHANNEL TO WALL TOC EL 157.33__ I • �00 0� IPE SIZE& • O► 4•(-)00( CONN SEE SECTION 1 �p ION 4-0' • �OO�< �� ON SHEET SS101 TYP x 0 ��•7 �I� b� DWGS • c #5@6" �OOOOC m %w. BHORIZ ARS HORIZ BARS • • �00QOOOpO( N #6@6"EWEF TYP ( -— —- II • •' )0 00 CRUSHED O 1 �JQQ 4'-7" • • U�V U� ROCK DRAIN 0 • • • OO g...°,-- ' a. M TOC EL 149.3N _ Inl �Oo0ou- -- _- TOC EL 132.36 1 fa� , -- t� „ aoo � !� a� � #5@8"EWT&B-/ 0 0 0 0 0 0 0 0 0 0 0 0 0• 000( t 0 00000000000• IL)/p FOR RADIAL BAR LAYOUT • • LJJ CO 000000 o0o0 0000, ON SHEET SC101 • �OOO(��,O� C <c m #6@6"EWT&B ° ° ° ° ° °° ° NOTE 1 SLOPE TOC EL 140.00 HP • • 1rP�"1Q�OO l J�( '1? @ N o°0.°o o°0 0o-0 0 0°0 0 0 1//8"/FT -#5@10"EWT&B �?�'�� 9� < `�o \ �. BECTON : J��N"�= x NOTE 1 ' 7o�0�0 I CLARIFIER FLOOR SC102 3!8'=1'-0" EL 140.00 s-$ SECTION 1 \"' 1 SC101 3/8"=1'-0" N SC102 1 ° ”° ° °° "° "° °° ALUMINUM SIDEMOUNT ,J0000.000000000.0 I #5@5"EWT&B 6"PERFORATED FON / GUARDRAIL SEE DETAIL 0 0 0 0 0 0 0 0 0 o a o PERIMETER DRAIN PIPE H,' EON SHEET S008 I NOTE 1 (SEE CU103 FOR LAYOUT T-6"\ l AND INVERT ELEVATIONS) • (��Qt� (�(� 1 1 -• #5@6"EWT&B UOC�UUC• • �000�0C SECTION 7O0qQ°o0o0C: TOC EL 140.00 TYP _ ('�J Q • SC101 3/8"=1'-0" „' UO�C� U � �� SC102 SYMMETRICAL 3'-0"x3'-0"x12" )BOO°Q<C. •+ I ABOUT CL- o w DEEP SUMP OOQo 00 , ct • • jpQ WATERSTOPrn _ 12"(3 SIDES), > ��°c�0�°c' ' • 4#4 RING BARS #509"(4'-0"LONG) g-1 J ler): 7a0o�ooc•• #6@6"EWEF #6@6"EWEF FOR REINFORCEMENT0co . SLOPE SLOPE SEE SECTION 1 V CSCE UC P. I 1/8"/FT 4 c,INI )OOQ�12 . 1/8"/FT TOC EL 139.31 1111 / ' • ._ ���r' r` SECTION `��w , • ,(���Q�� p it �,� r r r l ° 1 ■ UC9C_-) U- ., #6@6"EWT&B • �� • N� �j SC102 318"=1'-0" `� (13°2 O OO, ' 711111117".""." Q �>' TOC EL132.36 2, i _1 ' � N �� 4 TYP SEE LADDER �� ( t .�= �- Oi 4L #5@9"EWT&B WATERSTOP a° "° a° "° ° °° "o y, STOP/LANDING CL EL 134.15 I 1 SECTION 1/S005 #5@9"x4'-0"LONG o 0 0 0 0 0 0 0 0 0 0 o a��_--NOTE 1 I I-#1 " ' e ,e,- 6"12"6" 00000000000000~ `v4i PERIMETER DRAINNPIPE • • #5@6"RING BARS " ° y� #5@6" Mill O SECTION FOR ASEE ND INVERT EFOR OUT LEV o • �Wgi, � scIo1 3/8----1.-0- 8 SECTION oo. • 1___ • _ _ BOTTOM a —�� 5C101 3/8"=1'-0" IM 00000000000000 EL 131.57 . �o �o � o �o°o °o °o NOTES. M #5@6"(3 SIDES OF PIPE)& •N o 0 0 0 0 0 0 0 0 0 0 0 0 o ABOVE THE PIPE ON FOURTH r. o o °o °o °o "o "0 1. THE SUBGRADE BELOW MAT SHALL BE 2'-0"THICK CRUSHED ROCK LAYER.THE TOP 6° SIDE (.7 SECTION OF CRUSHED ROCK LAYER SHALL BE WORK MAT LEVELING COURSE.CRUSHED ROCK N NOTE 1 #5@6"(RECTANGULAR GRID) SC101 3/8"=1'-0" LAYER IS NOT USED AS UNDERDRAIN.THE CRUSHED ROCK LAYER SHOULD EXTEND `1 ccw 20'-0" EWT&B HORIZONTALLY BEYOND THE FOUNDATION EDGE BY 3 FEET.SEE SPECIFICATION 02200 a � AND GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION. o SS pO PRORq< Q ai (--,---4 SECTION 12' 0' 1' 2' 3' 4' 5' S 7' D PRDpF LIQ SC101 3/8°=1'-0" ,..w-. .----- --•,.......------ 6,,,� GIN StsI 3/8"=1•-0" FF o 0o � 9 rb•} 19461• al I PRO.POWE. SHEET ME: SHEET: OF:288 �'G `a��Y �'g >III DR JDM � MARCH 2018 OREGON 1 'a CLEAN WATER SERVICES STRUCTURAL `� NPU oma.SC301 DURHAM AWWTF SECONDARY CLARIFIER NO. ^ 03/14/18 ys�pT 16 9�(�, THIS BAR ISR ONEWIN SH CleanWater Services Q BLACK&VEATCH SC301 9RkgLBEfY1 d CHKMAL CAD FILE* WHEN DRAWING IS PHASE 5 SECONDARY TREATMENT SECTIONS PICA Our commitment is etCBT. SYSTEM EXPANSION PROJECT ws FULL SCALE. -. EXPIRES:DEC 31,2018 I 1 SDG SCN.E AS SHOWN RWB DATE , 4PP0 DESCRIPTION 2550 SW HiIluboro Hwy. Hillsboro,Oregon 97123-9379 PRO p 6757 ENGR STM c` I16'-0" 1'-6" DETAIL B 005 r-FUTURE KNOCKOUT PANEL WALL EXPANSION I SEALENT ALL -FUTURE KNOCKOUT PANEL NOTES: AROUND TYP #7@18"ALL AROUND TYP / v0, ,, 1 a iN 1. SEE DRAWING S013 FOR PIPE SUPPORT SCHEDULE. �, + I ` 2. FOR PIPE AND SUPPORT LOCATIONS,SEE MECHANICAL EXPANDABLE WATERSTOP ` I Al' ALL AROUND r '� DRAWINGS. 3. CONTRACTOR SHALL LAY OUT ALL PIPE SYSTEMS AND CONFIRM PIPE SUPPORT TYPAIII � T ELEVATIONS,PRIOR TO FABRICATION OF STRUCTURAL STEEL SUPPORTS. ll -c' I TAR PAPER SD301 4. CONTRACTOR SHALL LAYOUT COMPLETE PIPE SYSTEMS AND LOCATE ALL ALLALAROUND z� ,T Ii I I #6@6"T A— EMBEDMENT PLATE LOCATIONS,PRIOR TO CONCRETE PLACEMENT. I 2'-0"x2'-0"PILASTER 5. ALL PIPE SUPPORT STRUCTURAL STEEL AND ITS COMPONENTS(GUSSET PLATES, 12 BOLTS,NUTS.WASHERS ETC.)SHALL BE HOT DIPPED GALVANIZED.FIELD WELD 12"WIDE AREAS SHALL BE MASKED WHILE SHOP GALVANIZING AND SHALL BE FIELD 4 ; TRENCH I GALVANIZED AFTER FIELD WELDING. TOP OF CONC 11 1 EL 138.82 LP 6. ALL CONCRETE ANCHORAGES(ANCHOR BOLTS AND POS1INSTALLED ANCHORS) I ALONG WITH WASHERS AND NUTS SHALL BE STAINLESS STEEL. 1 A 'I TOC EL 139.00 HP--N.. c I U I19'-6" 4 `<o {- r I 2'-0' 12"TYP A ' i 1 i SLOPE 19'-0' J ( ( 6T@11 5'276'3 \_ 7R=4'-0' 1 8'O 1/2" 6 112" , _ III I SI - w S` D102, 4'-0' ALUMINUM (01 I SUMP GRATING 9'-0' 3-#6 CORNER PLATFORM TYP \ DIAGONAL , 7 4'$' 4 W 10X45 BARS y // EL 135.00 W 10x45 TYPE COL(TYP)0 6'0"LONG EF D301 t H,,,/i 5 5 --- OI I 5D301 1 SD301 I, p �� 1� I . z71'77,,4'.7f,' o 91 in 1 W 14x61 a ' o W DN N �; v O_ z. a 1 �� EL 139.00 =�� "1 G i ST501 I W 10x45 L:i N CO alb --+i 1 7 SD301 SD301 I I -..."/ , 4 co I 1 +48, 1 m% r T/ 30 \� SD301� 1 AN14x61 I 6"x6"HIGH CONC CLR P CURB SEE J1S002 1 EL 131.00 o a ! I O / ALUMINUM I I I SEES 09 STAIRSYP M H /� I SD301 SD301 sl- I I J I o o 1 �b I- �, °�I , I I I/ 3 1N !mII IL SA301 J , EQUIPMENT BASE I _, SEE DETAIL H/5002 346 CORNER DIAGONAL I ' ^ SD301 I\ ' BARS 6.-0"LONG EF SD301 I W 10x45 i I 4 1i 141 i LW14XSI bl L —— (V —— _=— - SA102 SA103 SA104 e H 1'1 I 12"WIDE TRENCH TYP _Ns ' SD301 f N rl a_04 ALUMINUM GUARDRAIL �-41--s-7-6-11—� , r SD301 :op STEP BOTTOM __ lu {{, STEP BOTTOA� !!P!!°!'!!I!!!!! SHEET S008c - - ,/ 7 to -- J 3 OF SI AB O ' I SP301 M imi °SP502f \/ _- OF SLAB ,i_ rO n. r Y n I ninFr per" m FOR PS-11INUATION SEE SP101 ""'"""" t t { 4f f 1 4 ! fitc. KEY PLAN a N LOWER LEVEL PIPE SUPPORTS PARTIAL PLAN-TOS EL 147.67 LOWER LEVEL ENLARGED PLAN v. 0 3/16"=V-0" 3/16"=1-0' es a 9 , UCTU A Q it i 6' 4' 2' 0' 5' 10' 45.,.EO PROFESS E O 00 3116"=1'-D" cfP °0IN �� ? W 0R8 �o MC SHEET TITLE: SHEET 97 OF:288 /.G# D. tally S19 -u �+'+JDM DATE MARCH 2018 — OREGON I'a CLEAN WATER SERVICES STRUCTURAL `� SD101 -- _ DURHAM AWWTF DRAINAGE PUMPING STATIONl'IT° 03/14/18 �sFA X99 +-NPO °A�" THIS BAR IS ONE INCH BLACK&VEATCH S D 101 T's, WHEN DRAWING Is CLPariWateI Se[VtCes © PHASE 5 SECONDARY TREATMENT LOWER LEVEL-ENLARGED PLCq 4 Kq�BEal� ° `MAL caDFltEa. Our commitment is clear. $ FULL SCALE. SYSTEM EXPANSION PROJECT cws EXPIRES DEC 31,2018 y APPpSDG SCALE. AS SHOWN 2558 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PLAN PRa p,6757 ENGR STAMP C� REVM DATE DEN APPD DESCRIPTION 0 ,2'-0" 16'-0" 19'-6" I 1, FUTURE SLAB l'-6"-\ EXPANSION DETAIL B/5005 ISEALENT ALL AROUND &'''' ' 0 I A 1 Biz i i . I " SD3011 FUTURE KNOCKOUT Y PANEL BELOW 1 I I 3.-0" 1_4..0/.EL , 160.50/ , TOP OF UPPER / S3 g TUNNEL SLAB 1_ 1 :.-. — —` . b.: I 16'-0"x10'-0"TEMPORARY I EL 160.50 v o qT� OPENING FOR EQUIPMENT � •!. I ACCESS DURING CONSTRUTION o 7,'010,-,00C:Ow O0 Q OC. • `---FOR RE NF SEE SLAB lir' I 1 r 6 oL6 I �QO0O0 SOC• •S•abSHEETSCHES004 N p 1 3 0 ] s2F Ne �0 0.00 . : I o F- I ��0W• i v 1 jl II c STEP BOTTOM SD301 FILTER FABRIC O �OOC, I j1kOFSLAB `V" l " ,,.,),,,.,(,j,.,0,0,„D° WALL REINF SEE tY J > � . SECT 3lSA301 - - q • ��'nQ,�Ag,QoC• • m I J °� Uo°� co co 90°0'-'PRC: : W �00�0 0C - I 1 1 ALUMINUM GRATING STAIRS CRUSHED ROCK �� ���; DRAIN-- �OOO�o0OC - -' j I SEE SHEET S009 6-0 e' • --1 01 0 �0oO�o0OC: : A m 6"PERFORATED FOUNDATION )00/-65)C. . I e� ' PERIMETER DRAIN PIPE SEE 2,?y �EL 160.500 SHEET CU103 FOR LAYOUT og000� SECT-- 3 SIA301NF EE AND INVERT ELEVATIONS illi to OCC9?• TUNNEL OPERATING o 1 JJ LEVEL r li,1 EL 139.00 - aoaoaoaoaaa '' 3 /1 x00 00 00 00 o cd SA301 - �'ooQ0000aoa I x00000000000 NOTEI �Yii - I SECTION PIPE SUPPORTS i SA106 SA107 SA108 _I I BELOW SEE SHEET , I I '� SD101 3/8"=1'-0" SP101 1 1 1 SD102I I ST102 NOTES: Sq i o. a. 1. THE SUBGRADE BELOW MAT SHALL BE 2'-0"THICK CRUSHED ROCK LAYER. - SP301 rn ' + r r a a THE TOP 6"OF CRUSHED ROCK LAYER SHALL BE WORK MAT LEVELING ^ 41Y FOR CONTINUATION SEE SP102 M COURSE.CRUSHED ROCK LAYER IS NOT USED AS UNDERDRAIN.THE SD301 s e i 5 s t t t ' CRUSHED ROCK LAYER SHOULD EXTEND HORIZONTALLY BEYOND THE FOUNDATION EDGE BY 3 FEET.SEE SPECIFICATION 02200 AND v p E,ao GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION. ¢ I --TOC EL 160.50 KEY PLAN "N 2. DRAINAGE ROOM ROOF SLAB IS DESIGNED TO RESIST HS-20 TRUCK LOADS. Z Z UPPER LEVEL ENLARGED PLAN o 0 rn 3/16".1'-0" 5.r Ru c Tu Rq <W EL O w 6' 4' 2' 0' 5' 10' .��ED PROFFss O< 1.1 CO 6 GINF O O 3/16"=1'-0" <0¢,a 6P . ❑ PROJNWE SHEET TITLE: SHEET:98 0:266 DW" tally SIJ' -i W owu:�pM MARCH 2018 - -- ------ CC 19461. D OREGON I �� CLEAN WATER SERVICES STRUCTURAL `� DSN:NPO DW"SD102 DURHAM AWWTF DRAINAGE PUMPING STATIONFt° 03/14/18 sFpT 16 199 THIS BAR IS ONE INCH BLACK&VEATCH SD 1 OZaT� CAD FLEA WHEN DRAWING IS CleanWater Services PHASE 5 SECONDARY TREATMENT ROOF LEVEL-ENLARGED Ftot ALBERT\- � - Our commitment is clear. ' $ _ FULL SCALE. _ SYSTEM EXPANSION PROJECT �S EXPIRES:DEC 31,2018 § SDG SCALE. AS SHOWN REV# �� dw pE 2550 SW Hillsboro Hwy. Hil sboro,O egon 97123-9379 PLAN a 6757 ENGR STAMP; 0 I 3'-0" / EXPANDABLE WATERSTOP 3-0" TOP OF UPPER TOP OF UPPER CONTINUOUS ALLROUND JOINT --� TOP OF UPPER TUNNEL SLAB TUNNEL SLAB _--- TUNNEL SLAB — . . EL 160.50_ EL 160.50 EL 160.50 N�\ )' 1 - �,`���J���7`O I I i AN n/ - +r �D `0��J L - 4 I00OOQ-�(. iv .• 1 .-NOaflQnCar. t_ ��jj( FOR SLAB FOR SLAB THICKNESS 8 -. 6"PERFORATED •. • • I0,°C THICKNESS 8 REINF SEE SLAB J 1 • Ao6Q 4 FOUNDATION PERIMETER O%O OC' REINF SEE SLAB O FOR SLAB SLAB & ���O SCHEDULE ON SHEET S004 - C DRAIN PIPE SEE CU103 REINF SEE SLAB SCHEDULE ON 1 •qO0OQO FOR LAYOUT AND INVERT SCHEDULE ON SHEET S004 SEALANT ((0 qQ0 Oma((, SHEET S004 .�DOOQ00�; ELEVATIONS) CONTINUOUS ALL V C9� C•' 0 AROUND JOINT �OO� OCC #7@18"ALL f I I • • (�9 ,( TUNNEL OPERATING • t ►0000n((O((On : AROUND .(4).• q EL LEVEL p� Qr I >nJC. •00000c• �O�6OUC • --CONC BEAM PER PLAN ,nW`110 �C�UO�SC. FILTER FABRIC 'oOop c: SCHEDULE ON 00 EL �0O0�p�• SLAB REINF SEE • 0o100/-\0 (. SHEET S004 ROCK DRAIN SEE ) QO 0 Q< 1 SECT 3/SA301 (('�� a SECT 1/SA301 R� C \ "�� "C • FUTURE KNOCK �w �C• TUNNEL OPERATING 'OO�DOC / OUT PANEL 00OD00 WALL REINF SEE , LEVEL O O �O ✓ #6@6"EF O O �0 C • �R 0000(. ) QQOo(O�ni: SECT 2/S0301 TYP EL 139.00 HP CRUSHED ROCK t1o�o�C • #6@6"EWEF CONC CURB PER �6Ov6C •• / (� Y '� DRAIN � C' SLAB REINF SEE • #7@6"EF Do 00 ' f • 10 O�O PLAN S,DETAIL 6 QO 0 (• J/S002 TYP SECTION 3 THIS Q00 Qc I t.•O ( SHEET • • �C / PILASTER J • ��� c�C•' • 1 'OOOOQ�C. • BEYOND t oQQ�OoO " EQUIP BASE SEE • • TOC EL 131.00 o • DETAIL H/S002 • • QO Oo I •I 0 o Q • . • "0000 0(. - I N D0 00 • • I /• • : 1 00(' a a — "EWT&B ; • t • Q o 10°96-ion ct r )o°��0o°c • g• y a 10000 0 0 .00� OC. 0062L,___.,00 6"PERFORATED (I�OQOO�O BOND BREAKER 0000000 NOTE 1 O 00 1 ' LOWER LEVEL 3 PERIMETER DRAINC�°b�0°�: TYP ALL AROUND o°o\°oo°o )0EL 131.00 PIPE(SEE CU103 FOR : 4 8~-'�Ag Pc96JC ELEVATIONS)- - 06OO Op(. SLAB REINF SEE g a ,. .,. a LAYOUT AND INVERT Q2,0„pn C• • #7@18”ALL _ — — AROUND a cW> TUNNEL OPERATING ki1�g) O : ( SECT 3/SA301 1 •+ •�' TOC EL 124.50 0 o a o LEVEL Ogn(. I — °0000_— I 6"PERFORATED °o ° 0oa o NOTE 1 EL 139.00HP -"W ! I I GOVERNING LOAD COMBINATIONS 325 LB/FT T I f-- 1650 LB Il SI MAX DOWNWARD AXIAL 14'-3 7/8" 8'-0" COMBINATION(NOTE 1) LOAD 8 FT HSS2 112x2 112x1/4 HSS2 1/2x2 112x1/4 r(lYP) 350 LB/FT /� (FLUSH W/TOP OF /� FLUSH WI TOP OF JOIST f 6 8"HSS JOIST)(2)PLCS /3 l TYP �- ��� 325 LB/FT (TYP) DECK SPAN SE501 1 LOW ROOF SE501 CORNER EDGE / 1 HSS8X4X1/4 LSX3X1l4, r ANGLE CONN SE501 -- L-__. 1 r — - 1650 LB ist (»O4 PLCS HIGH` MAX DOWNWARD COMBINATION AXIAL - l C IJ ROOF) (NOTE 1) LOAD 1 O +? — 18K6 m �I HSSBX4xv4 id' 250 LB/FT rI u 41 I D' I.? _ I ) SE501 u' 1650 LB v �II I y NET UPLIFT COMBINATION AXIAL 0 �li,h I SS8X4X1/4 ! 181(6 NOTES: LOAD o1 5 ` N U L5X3X1/4 x24 7H. L5X3X114 ��L5X3X1/4 •1 31 a HSS8X4X1/4 . /I.\ ", 0 1.IN ADDITION TO THE LOADS SHOWN ABOVE,INCLUDE A VERTICAL CONCENTRATED I w ' 181(6 ` u_ LOAD OF 300 LB(UNFACTORED DEAD LOAD)AT ANY LOCATION ALONG THE BOTTOM w r_ t+iCHORD,FOR DOWNWARD LOAD COMBINATIONS ONLY. } w �' ? SLOPE 1 \5 SLOPE SE501 2.ALL LOADS ARE LISTED AT SERVICE LEVEL,AND DESIGN SHALL BE O' SE501 / "' if BASED UPON ASD PARAMETERS. ~ v?i 1"/FT 2"/FT w o gI I n rn 181(6 3.JOIST DEFLECTIONS SHALL BE LIMITED TO U180. _2(7)i z 1 A ' HSSBX4X1/4 i,; _ �I a o. sE501 sE501 'in o' (--A- STEEL JOIST LOADING DIAGRAM - HSS8X4X1/4 1 181(6 (IN, ,---DECK SPAN n. NO SCALE N ET?1 1_ - ilikl111 1i) M SE501 181(6 u� H_SS8X4X1/4 �� SIM �, ll!L II ,Iip N W8x24 COLUMN SE501 OPH — III t - n (TYP 2 PLCS) �' 181(6 —I-1 It t _,_ ',SIM HSS2 1/2x2 1/2x1/4 SE501 I (TYP AT TOP JOIST Y TOP CHORD)(10)PLCS HIGH ROOF IIr 14'-1" 10'-0" 4"--4-nh 7-6. -- 7.-6._ 7-6- 7,_6. 4" 30'-8"INSIDE TO INSIDE FACE OF CMU 1 • I ROOF PLANiti "� �•��d 3/16"=V-0" .t`��� o_ I o M a II M IFesi KEY PLAN 0 N u, M 6' 4' 2' 0' 5' 10' SoaucruR,q I____,.“=__,...___________ �yEO PROF€ 3/16"=1'-0" ����G I N F 'o olo 9 I 111 -i PRO.1eWA['. SHEET TITLE : SHEET:100 OF:288 owo# I�• tally slg oJDM E MARCH 2018 CLEAN WATER SERVICES STRUCTURAL '6'p„.§' OREGON osNEAP SE101 THIS BAR--INCH BLACK&VEATCH DURHAM AWWTF ELECTRICAL ROOM ROOF E: 03/14/18 SE101 ',,,, ' CleanWater Services © � ALBER�� cHx:MAL CAD FILE« WHEN DRAWING Is -- Our commitment i.clear. PHASE 5 SECONDARY TREATMENT PLAN EXPIRES:DEC V31 2018 I FULL SCALE. SYSTEM EXPANSION PROJECT cws SDG SCALE AS SHOWN REV* DATE DRQ aero �scrswrxw 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 pRO 6757 EHGR srnnv E. STEEL DECKING - \ STEEL DECKING STEEL DECKING ROOFING PER ARCH ROOFING PER ARCH Y 1/2• (2)5/8"DIA ANCHOR 3 �' (2)L5/16s"DIA ANCHOR \ (2)5/8'DIA ANCHOR 1"`BOLTS @6"GAGE ROOFING PER ARCH 1�. ��1" BO@2'-0"OC BOLTS 5 1/2"GAGE r �--��'�I 12 �1--��Ir_ i�_z 12 �_�01► 2 1/4"BENT PL ►�_�,"1��'+ 2 —i I� I '1'.._.-'_■__ CONT B TOMWN LP 40-.47.-rfall) `•iii� , `°�� a m' EOM 4. 71/" r�►.r„--) EL 174.33 I�I1 ' epi 1 EL 174.33' i �II aY 3/ ■■■■■� 1°GROUT 3/16 2-12 6 I� 1"GROUT El I -PL 1/4x4x0'-8 1/2" 118 �Y 1 PL 1/2x5x0'-9" 3/16 ill PL 1/2x6 CONT 1 P�� L5x3 ANGLE CONT- II Ire,gAi A 2-12 :: BTWN JOIST JOIST PER PLAN FOR THICKNESS)CMU WALL(SEE L5x3 ANGLE CONT _ (2 COURSE BOND BEAM FOR THICKNESS)PLANCMU WALL(SEE �-a (2)COURSE BONL5x3 ANGLE ND BEAM HSS2 1/2x2 1/2---I 0J� (2)COURSE BOND BEAM fLAN �__ i/�! W!2-#5 C e � W/2#5 CONT OM W/2-#5 CONT SECTIONSECTION SECTION SE101 3/4"=1'-0" SE101 3/4"=1'-0" SE101 3/4"=V-0" I STEEL DECKING - 2-6" STEEL DECKING 21/2' 1" (2)5/8"DIA ANCHOR ROOFING PER ARCH 1/4x4x3xCONT BENT PL ROOFING PER ARCH- `` BOLTS @6"GAGE HSS2 1/2x2 1/2__ (2)5/8"DIA ANCHOR 5/8"DIA ANCHOR BOLTS ��� @2'-0"OC L5x3 ANGLE CONT PL,/2x5x0'-9' BOLTS @ 5 1/2"GAGE ROOFING PER ARCH o L6x4x5/16x0'-4" --�`_- 1"GROUT STEEL DECKING __ g0 TS DIA ANCHOR •- =,- .' 12 1 2 I t r' BOTH SIDES ���",rte _11-111111111111111 .A1111111_ 1� � / 1/8"END PL(1/8"SEALIIIMIlimmu ,,.�,� I` SIDE Ana i/ TOM HP-- --' ��`�n� n �_ �.Ih�.I ii. I ----�� WELD ALL AROUND) EL 179.6T � , JOIST PER PLAN 101 �' JOIST PER PLAN AN 3hlej. . �II a Ire\/77h/� i tPL 1/4x4x0'-81/2" P -� ® (2)COURSE BOND BEAM HSS8x4 3/16, � r 3 CMU WALL(SEE PLAN f� l '--'� W/2#5 CONT I illi B� FOR THICKNESS) NOM (2)COURSE BOND BEAM 8"(NOMINAL)FULLY illi (3)COURSE BOND BEAM 0�� W/245 CONT nal8"(NOMINAL)FULLY GROUTED CMU WALL W/245 CONT GROUTED CMU WALL I SECTION (--g- SECTIONSECTION SE101 3/4"=1'-0" SE101 314"=1.-0" SE101 314"=1'-0" ROOFING PER ARCH - c � 1 STEEL DECKING- J L5x3x1/4x CONT 12 11 STD GAGE Ilk-1211 Clitliesno.".1"... I 1/2"STIFFENER PL ROOFING PER ARCH- -L6x4x5/16x0'-4" ABOVE COL FLANGES I I ///��� BOTH SIDES 3/4"PLATE a' TYP O TOS EL 172.08 STEEL DECKING 1 1 1 Ni ' _ 12 / 1/2"DIA BOLT I I -(4)3/4"DIA BOLTS 5/18 LAN L5x3x1/4x CONT ,0 ' �J " ;fir +I 5/16, • Oa ---4- SE501 W8 BEAM PER PLAN _— W8 COL PER PLAN- 5/16> 1/8"END PL(1/8 SEAL I�_-.-____.. 'm so 0IN .,-a. WELD ALL AROUND) �"'�� L5x3x1/4 L5x3x1/4 a 3/4x16x1'-4"BASE PL W/ IIIIIIII ` 2" 1 3/4"DIA CAST IN PLACE X5/16, / L3x3x1/4 TYP ANCHORS 12"OC 0- 1"NON-SHRINK GROUT _____� TOC EL 163.50 •a 3116 V w• - HSS8x4 JOIST PER PLAN a 10 SECTION `t W8 BEAM PER PLAN EDGE ANGLE CORNER CONNECTION SE501 3l4"=,'-0^ chi, NOTE:SEE SP SHEETS FOR FOUNDATION PLAN AND DETAILS. (Th ENLARGED PLAN DETAIL N cv m SE101 1 1/2"=1'-0" 12" 9" 6" 3" 0' 1' SECTION SECTION I — 1 vz"=r-o" o SE101 3/4"=1'-0" SE101 3/4"=1'-D" PROF I so,uc TURq 12" 6" 0' 1' 2' 3' �ti�EO QW 9 GINE i0 �Q 314"=l'-0" �� 4,' st�� I�0 0) imimmnili PftoJHPME SHEET T4TLE SHEET:101 OF 288 °WGa p•. tally S)g "' W +JDORM M MARCH 2018 CLEAN WATER SERVICES STRUCTURAL — s O1�G°" Date 'Mg DURHAM AWWTF ELECTRICAL ROOM ROOF ATE 03/14/18 SE501 �q�pr 15'��a EAP SE501 THIS BAR IS ONE INCH BLACK BeVEATCH kAL8EFt7 WHEN DRAWING IS CleanWater Services PHASE 5 SECONDARY TREATMENT DETAILS PLDk DwcMq► FULL SCALE. Our commitment is clear. SYSTEM EXPANSION PROJECT xvS EXPIRES:DEC 31.2018 SDG AS SHOWN REyp DATE ORP1 AppD DESCRIPTION 2550 SW H Asboro Hwy. Hillsboro,O egon 97123-9379 pmt.6757 ENGR STANS' 6 I — FOR CONTINUATION SEE SD101 -r f 1 r r r r ( 7 © r r f r r + S`3O1T Z — SP50 1111111 Q PS-11 Z C' STEP BOTTOM z OF SLAB re 11.1 Oco 4.$. N-- EQUIPMENT BASE i niiiiimn�mi NOTES: I SEE DETAIL H/S002 ""'" "° TYP Y TOC EL 1. SEE DRAWING S013 FOR PIPE SUPPORT SCHEDULE. 139.00 HP H PS-10A 2. FOR PIPE AND SUPPORT LOCATIONS,SEE MECHANICAL DRAWINGS. 3. CONTRACTOR SHALL LAY OUT ALL PIPE SYSTEMS AND CONFIRM PIPE SUPPORT ' SP502 ' awn qui, I,!!!;!!!,,, ELEVATIONS,PRIOR TO FABRICATION OF STRUCTURAL STEEL SUPPORTS. 4. CONTRACTOR SHALL LAYOUT COMPLETE PIPE SYSTEMS AND LOCATE ALL 12"WIDE TRENCH EMBEDMENT PLATE LOCATIONS,PRIOR TO CONCRETE PLACEMENT. 0 5. ALL PIPE SUPPORT STRUCTURAL STEEL AND ITS COMPONENTS(GUSSET PLATES, BOLTS,NUTS.WASHERS ETC.)SHALL BE HOT DIPPED GALVANIZED.FIELD WELD N, AREAS SHALL BE MASKED WHILE SHOP GALVANIZING AND SHALL BE FIELD j i GALVANIZED AFTER FIELD WELDING. PS 10G PS-1 IO II�!1!!q !!i, ; I . 6. ALL CONCRETE ANCHORAGES(ANCHOR BOLTS AND POST INSTALLED ANCHORS) ALONG WITH WASHERS AND NUTS SHALL BE STAINLESS STEEL. © PIPE SUPPORTS 3 1 —`+-- 2 SIM SP503 SP502 SIM SEE MECH ° I \EL 139.00H FOR LOCATIONS SP301 Tom' UP_I IS1� PS-10A 1 SP502 ! -� 4,.k. =6- r 14 I t / 1 j X t N SP503 COoNI - I N --PS-13 ' 0- a a a T I I-; 3 44-...\\ SIM /1.1 / SIM 1 SIM -- _a S 2 `S'2 `V' SPr 1 , '4 I I 4 4 I --TOC EL 139.00 HP TOC EL 138.82 LP _ _ I 1 SLOPE > I Zsi 6 P301 F n I c sP3o1 b- s t t I I t I r 1 1 1 1 1 1 I12" X16"I W-6.. -1,-6" 30'd" L 7 1 � • I / I S� — I SP301 SA102 SA103 SA104 fp ST101 � E Ll I Li 0 PA G: Y 1 1-12" •o SP301 • 12" 33'4" KEY PLAN N zt ENLARGED LOWER LEVEL PLAN =,�µUGTURq 0 3/16"=1'-0" 6' 4' 2' 0' 5' 10' D PROFF� <1:6 ��E pINF �p moi¢ 3/16"=1'-0" �� ��t9asl�� X01 PROJNAME: SHEET TIRE: SHEET:102 266 �'G# D.• tally s(g -4 01 > DRN:,JDM �E: MARCH 2018 CLEAN WATER SERVICES STRUCTURAL s OREGON OsN,— MMEMIEMI — \�` DURHAM AWWTF RAS/WAS PUMPING STATION - 03/14/18 ,,SRA,.16 \efe NPO DW"SP101 THIS BAR IS ONE INCH III - — BLACK&VEATCH SP 101 'ALBEft<v CleanWair Services ® PHASE 5 SECONDARY TREATMENT LOWER LEVEL-ENLARGED CHIC MAI_ cADPaEa: WHEN DRAWING IS Our commitment is clear. SYSTEM EXPANSION PROJECT cws EXPIRES:DEC 31.2 1 _.. FULL SCALE. SDG SCALE: AS SHOWN 8 REV., DATE DRN APHD DESCRIPTION 2550 SW Hillsboro H . Hillsboro,Oregon 97123-9379 PRO.Ifi 6757 ENGR STAMP: 0 I i 41 4 f FOR CONTINUATION SEE SA108I - - NOTE: TOW EL 171.00 ( r......4. Sp3o � 1 1. PUMP STATION ROOF SLAB IS DESIGNED TO RESIST HS-20 /4 1 / `' TRUCK LOADS&ELECTRICAL ROOM SLAB IS DESIGNED a SD301 ' FOR 250#/SQ FT. o z--\,, 2. BX REPRESENT BEAM DESIGNATION.FOR BEAM a0 TOC EL 152.50 Q TOC EL 160.50 REINFORCEMENT DETAILS,SEE SHEET S004. c I z 3. SX REPRESENT SLAB DESIGNATION.FOR SLAB 11-Z v v~i 16[11, THICKNESS AND REINFORCEMENT DETAILS,SEE SHEET S004. I 4. EXPOSED CUTOUTS FOR THE FUTURE ELECTRICAL I 1 a rn PANELS SHALL BE COVERED WITH ALUMINUM CHECKERED PLATE.- _ FOR CONTINUATION SEE SD102 i -,i, FOR FUTURE CUT OUT LOCATIONS SEE SHEET EP103. 2'-0"--.. ,„,__,3'-'27.4 • O5,_2„ 12'-9" 10'-0" I r I TOC EL 160.50 - 8,-6„ 3 _S4 I q WALL TO WALL SP301 ii'I'3 --. �- SIB - GJ B5I�� S2 _ I I z ¢ " - -1'-6"W x6"D S2 6"WIDE o `-4 nl (2)PLCS $ TOC EL 161.00 / CABLE TRENCH CUTOUT m I I TYP UNO I w f - D,___CNN-( I I I Bs S2 I c ISP301 w O " SIM - it I ur s - � I I Z S2 oS q I Im/ W ?.I �J I I °II _ V - I / - -- -I-- -.. I o I Co a it L —— Y _ _ B11 4 m U N', - _ T I L 87j>/----PIPE SUPPORT BELOW rnLI--- ^-ri M k 1 1611 I I I SEE SHEET SP101 TYP o !2\l a 1__- p --` II I SP301 I IFIIFI Ff'.T�RICAI I I c SP301 o 0I �� DN I i �' mI m Im �m co mI . 11m m z �I I I I I TOC EL 161.00 I I '4'.1 L.I.,.. o I S2 I I S2 -� _ 1/4"ALUMINUM TOP OF LANDING' I' I EL 15 - CHECKERED PL_�B I N I Im T S2 I I I I I : I I SEE NOTE 4 S\ 010/ -- I -- I I TYP UNO I TOC EL 161.00 SP301 q _S2 I I `� I n ' 4 _ O SP30111 ,I B5 ► I sa _ TOC EL 160.50 CENTER OF SN 01 CONCRETE BEAMS TYP 3'-1" 2'-11" T-10 � ."-7-3 7-3" I 1'-6" 1'-8" 1'-10 I L? I II ,$ $ $ 5 5 +- C1N SA106 SA107 SA108 l I I i o _S4 SIM o� SP301 TOC EL 160.50 r SP301 ST102- m C f I Ili 1,6„ \ SP301 /1,_6, 30'-4 L isi 33'-4' KEY PLAN N_ t o UPPER LEVEL ENLARGED PLAN 3/16"=1'-0" s,� pUCTURq ¢di 6' 4' 2' 0' 5' 10' �D PROpF olol 3116"=1'-0"o .. G 1 N Ss, D�:JDM all MARCH 2016 PROJI hM[: SHEET TITLE: SHEET 103 DF:266 DWGp D 6 tally ssIg ¢ CLEAN WATER SERVICES STRUCTURAL PLOT OREGON9 rn osN NPO DWG+,SP102 THIS BAR Is ONE INCH - -- - DURHAM AWWTF RAS/WAS PUMPING STATION DATE' 03/14/18 4q Fpr 16,^9 WHEN DRAWING IS - CleanWater Services BLACK&VEATCH SP102 �- CHIcMAL CAD FILE# '-- -- _ _ - Our commitment is clear. PHASE 5 SECONDARY TREATMENT ROOF LEVEL—ENLARGED MakASB SDG SCALE AS SHOWN FULL SCALE. � SYSTEM EXPANSION PROJECT g + _ 2550 SW Hillsboro Hwy. Hillsboro.Oregon 97123-9379 PLAN CWGPW 6757 ENGR STAMP.EXPIRES:DEC 31.2018 ffi REVS DATE DRN APPD DESCRIPTION O ' m.--+ :i t I I I x 1 ° -�- y�r "�� �, 1 OPERATION LEVEL I ry EL 161.00 NOTES: II I _j I.MONORAIL SHALL BE LOCATED AFTER PUMPS AND MOTORS ARE LOCATED IN ITS FINAL cI POSITION. I '-1 L _� 2.MONORAIL TRACK AND SUSPENSION SYSTEM CONSISTING OF TRACK HANGERS,HANGER RODS,LONGITUDINAL AND TRANSVERSE BRACES,HOIST STOP SHALL BE DESIGNED AND 1 I 13"4" I- L_ _ ;_._- HOIST STOP t j; DETAILED BY THE HOIST SUPPLIER. (TYP) I I !, I - I —II 3.MONORAIL AND ITS ACCESSORIES INCLUDING HANGERS AND CONNECTIONS SHALL BE HOT ` -ti —1 I DIPPED GALVANIZED. FIELD WELD AREAS SHALL BE MASKED WHILE SHOP GALVANIZING AND > SHALL BE FIELD GALVANIZED AFTER FIELD WELDING. I 1 I o - .1) I P 4.THE MONORAIL TRACK SUPPORT DESIGNER SHALL LOCATE THE EMBEDDED PLATES 1 I I p '�, z 3/16-----> /TYP REQUIRED FOR HANGERS AND LATERAL BRACES. �/■.._ �,. ■— 3116 ■�� it WEI ZI IIdPoP 1 T I °>a i Y 0 _ 1 -- ■I,■ TOS EL 156.50 h1I 16'-8" • .18'-4" O Z 11 t CL 3 TON HOIST CL 3 TON HOIST MONORAIL TRACK&HANGER —\ I' NOTE 1,2&3 i NOTE 1,2&3 I 1 L I . �� 1 ' — ■1:1:i4 ;rte vNr \' q I Y� I- p (-2-- TYPICAL SECTION AT OPENINGS ,� e r G1� : � ;!�_® SP501 1"=r-0" I ( \ Y;I fns I Ir ���' 1 w1�1C MINEIMMELLM1\I 1. 2112" ® (4)518"DIA HEADED CONC ANCHORS 4111 (8"EMBEDMENT) l Alit 8 ,� t - h i V� At_ HIM,.•I41 ll � 5/8x8x8 EMBEDDED PLATE i y1 moi✓ gr�� ��� -.41111111111111111111111 N 1/1F —phi '! Ii) o O fill1/4 II :I��1��I�II,:■ �I t 1Y r Jre Ili Q1 12'-0" 5'-s" 1 t s A_\ TOS EL 156.50 I T 5_ I NOTE 1 "i NOTE 1 I I 4¢---- t� 1 I + :I �� Mir" ,� 1 H. 1111 irk SP501 lin . co R P301 �_ HOIST TRACK11 C -- 1 i0,■ E'll Il NOTE 1,2&3 11 II SEE NOTE 4 N KEY PLAN 47 SECTION MONORAIL PLAN 1.=r o" 6' 4' 2' 0' 5' 10' o 3/16"=1'-0" 11 3116"=1'-0" St R U CTURq< O S� P50g 12"9" 6"3" 0' 1' 2' ,t�gDPRpcF� ol W ORM 1"=1,-0" ���O��aOt61•'E' QoRN:DJJ DATE MARCH 2018 PRawm E: SHEET TITLE: SHEET:105 288 DWGN D° taltt ly BS19 '9 CLEAN WATER SERVICES STRUCTURAL"atNPO �� SP501 DURHAM AWWTF PUMPING STATIONS- DATE: 03/14/16 FA liii nor cfl THIS BAR IS ONE INCH Cwc:MAL CAD FILE it WHEN DRAWING IS C1eanWater Services la BLACK&VEATCH SP501 �' r 1s. 9 h I FULL SCALE. Our�e�,m„min,;,clear PHASE 5 SECONDARY TREATMENT MONORAIL DETAILS PL. _ '*A-aw\- A SDG SC : AS SHOWN ��1.1• SYSTEM EXPANSION PROJECT EXPIRES:DEC 31.2018 `o REVS DATE oRrl aPw DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 cm 6757 PRDA#. ENGR STAN, I5/8x10x0'-10" 5/8x10x0'-10" 1^ ti EMBED PLATE (4)5/8"DIA HEADED STUD i EMBED PLATE NOTE 4 ANCHORS @roc W/8" NOTE 4 I TOC EL 161.00 \ TOC EL 161.00 I EMBEDMENT TYP ( — (4)5/8"DIA , [ \ HEADED STUD �, 1: �l „ V% BOT OF SLAB lORS(g7"0C wYlPBANCHEMBEDMENT ” "'�� "N- '+ 1 T 1 FOR EMBED PLATE n '')'\I� 1/2" 4 + 4" I T EL 159.00 T1 P/� e AND CONNECTION n PLATE GUSSET ,,c0 - * DETAILS SEE r FOR EMBED PLATE AND SECTION 1(NOTE 4) �, CONNECTION DETAILS SEE \ (2)L3x3x1/2 (2)L3x3x1/2 !{ 4°\,\,1,1111'. 5/16 TYP SECTION 1(NOTE 4) NOTE 5 INOTE 5 -------- 15H 6 \ s�-Iti J 4" r (2)L3x3x1/2 NOTE 5 ---_, -46. A y \ on, I A.s o I L4x4x1/2x0'-6"LONG CLIP 1/2"x8"SQ PL W/ i FOR EMBED PLATES AND ANGLE W/BOLTS @3"OC (2)BOLTS CONNECTION DETAILS, \ 1/2" CENTERED AND / SEE SECTION 1(NOTE 4) FOR CONNECTION o TYP �, / SPACED 3"OC DETAILS,SEE FOR CONNECTION SECTION 1 i DETAILS,SEE PIPE CL EL3_ PIPE CL EL PIPE CL ELr \ / SECTION 1 CD0 ,tSEE MECH / TOS EL 151.08 I ch DING§ECH TOS EL 151.08 TOC EL 151.08 DWGSECHt� — DWGSrty —9^- / �' _ ! 3 I ---- -- MC8x22.8 NOTE 5 -e NOTE NOTE 3 NOTE 3 MC8x22.8 NOTE 5 MC8x22.8 NOTE 5 I 3/16 3/16 ` 1/2" SEE MECH I i TYP 3" 1,-- - sTICH PL 112x3x0'-3" - — — STICH PL 1/2x3x0'-3" PIPE CL EL 1 TYP-\ EQ SPACED PIPE CL EL EQ SPACED 1 1 SEE MECH _PIPE CL EL DWG5/1611 TYP DWGS SEE MECH ) �l o� l9" DWGS ._ t - _ 4- �t VI \,/ TOS EL 147.71 - _I TOS EL 147.71 m TOS EL 147.71 NOTE 3 o NOTE 3 W8x31 NOTE 5 I -0 W10x49 rr W8x31 NOTE 5 + NOTE 3 NOTE 5 1\\__ IP- _ ____ CE DEL ANGLE W/BOLTS" OOG II DETAILCONNECTION 5/16�� <,ITYP 3"OC @ FAR SIDE SIM 8%0" I _ - - 9w"" 9" 7I-0"MAX 9" 5/8x12x1'-0"EMBED PL WI I 5/8"DIA HEADED STUD 1 1 1 / ' \ SECTION ANCHORS AT 9"OC(8" (--3-1 SECTION EMBED)TYP FOR WALLSMEI 1 SP101 3/4"=1'-0" NOTE 4 SP101 3/4"=1'-0° 6-0" 9 -_ __- NOTES: /;h SECTION 1/2x12x1'-0"EMBED PL W/1/2" l I DIA HEADED STUD ANCHORS 3/16 TYP 1. SEE DRAWING S013 FOR PIPE SUPPORT SCHEDULE. I SP101 3/4"=1'-0° \ AT 9"SQ EMBED 8" W10 2. FOR PIPE AND SUPPORT LOCATIONS,SEE MECHANICAL DRAWINGS. \ / 3. CONTRACTOR SHALL LAY OUT ALL PIPE SYSTEMS AND CONFIRM PIPE SUPPORT ELEVATIONS,PRIOR TO FABRICATION OF STRUCTURAL STEEL SUPPORTS. 1/2"PL L4x4x3/8"HORIZONTAL I \1"CLR/ BRACE NOTE 5 4. CONTRACTOR SHALL LAYOUT COMPLETE PIPE SYSTEMS AND LOCATE ALL I� EMBEDMENT PLATE LOCATIONS,PRIOR TO CONCRETE PLACEMENT. a \ / / 5. ALL PIPE SUPPORT STRUCTURAL STEEL AND ITS COMPONENTS(GUSSET PLATES, a _ ,c42BOLTS,NUTS.WASHERS ETC.)SHALL BE HOT DIPPED GALVANIZED.FIELD WELD AREAS SHALL BE MASKED WHILE SHOP GALVANIZING AND SHALL BE FIELD ' GALVANIZED AFTER FIELD WELDING. CV _-_- \\ \ 6. ALL CONCRETE ANCHORAGES(ANCHOR BOLTS AND POST INSTALLED ANCHORS) o co �\ ALONG WITH WASHERS AND NUTS SHALL BE STAINLESS STEEL. N `,.:/16 I ii 0 5/16 ,/ TYP 12"9" 6"3" 0' 1' 2' ¢Iii '1“=1'-0" o,o ( BRACE CONNECTION-DETAIL A 12" 6" 0' 1' 2' 3' 4560 IoI 1"=1,_0„ 3/4"=1'-0" �5 ��I rdFF s% �� 44' 19461.9 - > ORI+JDM Hare: MARCH 2018 PROJNMrE SHEET nnE: s MEET 106 OF 288 DWG p tally sig`� +EAP DW"SP502 CLEAN WATER SERVICES STRUCTURAL oREcoN THIS BAR IS ONE IS _ DURHAM AWWTF RAS/WAS PUMPING STATION OTE' 03/14/18 scoT Nci' CHK:MAL CAD FILE WHEN DRAWING IS CleanWat-i Services © BLACK&VEATCH SP502 �Q 76' I Our commitment is clear PHASE 5 SECONDARY TREATMENT —PIPE SUPPORT DETAILS- �� �aeeExl FULL SCALE. SYSTEM EXPANSION PROJECT EXPIRES:DEC 31,2018 o SDG : AS SHOWN DATE I MN 1 DESCRIPTION 2550 SW Hillstrom Hwy. Hillsboro,Oregon 97123-9379 SHEET 1 OF 2 P�Rar.6757 ENGR STAMP REVS I - FOR EMBED PLATE AND / ; SEE SECTION 3 ON DETAILS I SP502(NOTE 4) OPERATION LEVEL j - TOC EL 161.00 EL 161.00 I 1 `, BOT OF BEAM FOR EMBED PLATE AND I �� { CONNECTION DETAILS, 4° SEE SECTION 1 ON SP502 - (NOTE 4) , -- '-- � EL 159.00 4 v'\ `-REFERENCE SIM DETAIL 2 RN -- i V ON SHEET SP501 TYP \\ ��-4" --FOR EMBED PLATE ANDS-)L3x3x1/2 NOTE 5 - ''� �V (2)L3x3x1/2 CONNECTION DETAILS, SEE SECTION 1 ON SP502 (NOTE 4) NOTE 5 I f/ '\ ffi ,—PIPE CL EL I \ T SEE MECH PIPE CL EL DWGS / FOR EMBED PLATE AND SEE MECH FOR CONNECTION / CONNECTION DETAILS, DWGS ----N, --:‘,4,,..\ L N _,Z DETAILS,SEE SEE SECTION 1 ON SP502 __(4_1_ +.; ,, SECTION 1 ON SP502 _ / (NOTE 4) TOS EL 151.08 e _i_____„4_,___,_____ TOS EL 151.08 1 _ , MC8x22.8 NOTE 5 NOTE 3 MC8x22.8 o I PIPE CL EL f e SEE MECH DWGS PIPE CL EL I—_ I SEE MECH — — DWGS �' ® ' b \ 41111 [:t ,"CLR T EL 147.71 �� TYP TOS EL 147.71 I.: W8x31 NOTE 5 _ _ _. __ W8x31 0 9" 7'-0" 1 9". 1 9" 4'-0" INOTES: 1. SEE DRAWING S013 FOR PIPE SUPPORT SCHEDULE. SECTION SECTION 2. FOR PIPE AND SUPPORT LOCATIONS,SEE MECHANICAL SP101 3/4"=1'-0" SA102 3/4"=1'-0" DRAWINGS. 3. CONTRACTOR SHALL LAY OUT ALL PIPE SYSTEMS AND CONFIRM PIPE SUPPORT ELEVATIONS,PRIOR TO FABRICATION OF STRUCTURAL STEEL SUPPORTS. I 4. CONTRACTOR SHALL LAYOUT COMPLETE PIPE SYSTEMS AND LOCATE ALL EMBEDMENT PLATE a� LOCATIONS,PRIOR TO CONCRETE PLACEMENT. I a 5. ALL PIPE SUPPORT STRUCTURAL STEEL AND ITS isi COMPONENTS(GUSSET PLATES,BOLTS,NUTS. WASHERS ETC.)SHALL BE HOT DIPPED GALVANIZED. FIELD WELD AREAS SHALL BE MASKED WHILE SHOP GALVANIZING AND SHALL BE FIELD GALVANIZED AFTER N FIELD WELDING. ii 0 0� �.�µt1CTUgq( o I- 12" 6" 0' 1' 2' 3' �RF0 PRO 6. IoI • DRN,JDM gm MARCH 2018 _---__.I __ PROJHAMC. SHEET' ! Or �OWGM 1'-p" �y��l,19461. /O , __ SHEET TITLE: ,07�:268 0'. tally s(g -. `� osMEAP DWG#.SP503 CLEAN WATER SERVICES STRUCTURAL OREGON THIS BAR IS ONE INCH 121 DURHAM AWWTF RAS/WAS PUMPING STATION E 03/14/18 '`(3 GHK.MAL CAD FILER WHENLDRApINE IS Glean Wamentuei Ces BLACK&VEATCH SP503 4,1,4'7:16 c3� I $ PHASE 5 SECONDARY TREATMENT -PIPE SUPPORT DETAILS- KgcaEal g ^�G SDG SCALE AS SHOWN �yg �� oRN �� � 2550 sW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT SHEET 2 OF 2 °NS 6757 EXPIRES:DEC 31 2018 PROJ M: ENGR STAMP: -' '' N\N ''''''',,, „,,,„...._ „,,‘‘,„,,::„.,,,.411.1..... "--- -fl...---- ___,N_ITI, ____ „„,,N,,,,,, .,, , 4 t -, 0, _ 1 ''''' , ,, - , T. -,,,, >, „.„„ly%4447,i, -11__---- \ \ N I.k , '\,„N, T _ a - ..„,.,,,,, S, .^-,4 %...„.„. 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MARCH 2018 wxoJNAMe: SHEET TITLE sneEr. D tally Sv9 0 108 °F�288 Dw°* 19461• - ORN,) G °+G SP90t CLEAN WATER SERVICES STRUCTURAL odecoN THIS BAR IS ONE INCHamilimimii PL°T s �v7 DURHAM AWWTF BASIN PUMPING STATIONS DATE: 03/14/18 FA ° MAL CADFILE#. WHEN FULL SCALE. u1P3oWept,�c'SELVLCCS BLACK&VEATCH SP90�I �y ?,s 9(� I g PHASE 5 SECONDARY TREATMENT AND GALLERY-3D-VIEW �° RkAlBERT ff $ SDG AS SHOWN REV it DATE oRN APR) DEscwvr,aN 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT Cws 6 57 EXPIRES:DEC 31 2018 PROD# ENGR STAMP: I NOTE: XXX ALUM GRATING (2)5/8"DIA SS 1. DENOTES CONTROL POINT,SEE DRAWING CG001 ADHESIVE ANCHOR I i FOR STRUCTURE CONTROL POINT TABLE. 4"MIN EMBED TOW SE CHANNEL CS 9 CHANNEL W/ TOC EL 158.00 EL 158.00 / 12'TYP r11111111111111111111i M N .77- , ' 16'0. 1 2 1 2= 5'-0" al ? 112 �I 1!2"CLEAR DISTANCEtuU �� CL(2)LONGSLOTTED IMO HOLES IN CHANNEL WEB opr- I J _ 2 1/4" ALUM Z iv TYP I► WI2 ROWS 5/83 DIA SS ADHESIVE I Z 107 ANCHORS+(2)5/8"DIA SS BOLTS,FINGER TIGHTEN BOLTS, Q BAAMCB OFF 1/4 TURN AND INSTALL JNUTU 1 I W 88301 TOC EL 142.00 — 38301 55101 ii SECT,ON OPENING FOR 54"DIA PIPE U. FORCLELSEE W MECH DWGS POOR PENIINEL SEE MECIH DWGS A PIPE I -�08 (2)SHORT SLOTTED HOLES (2)5/8"DIA SS Q' IN CHANNEL WEB TYP ADHESIVE ANCHOR Q iv 5"MIN EMBED TOW SE CHANNEL Z i r i EL 158.00 :111111 11111_1//1111111111111111 `v 7 CO N 58301 I — 4'-0" 12" CS 8 --pe FUTURE TYp 8"TYP �__ EXPANSION OPERATING LEVEL PLAN . OPEN :'" DETAILS B 1/4"=1'-0" 8"TYP Si:11. I -ill 1SECTION •••• FUTURE SECONDARY } SS101 1 1/2"=1'-0" EFFLUENT CHANNEL , t rAI I 1 1/2"ALUMINUM FUTURE GRATING.FOR —1'-0"TYP --COLLECTION STRUCTURE EXPANSION GRATING SUPPORT AT 1'-2" 6"TYP � -e- Nee / DETAILS __- (2)SHORT GRATING PER PLAN WALLS,SEE DETAIL A F"- - •'.. 00 SLOTTED HOLES IN ON SHEET S010 1 3/4"ALUMINUM GRATING CHANNEL WEB TYP (2)ALUM L4x4x3/8"CLIP ANGLES W/ I ��� \ / ETAOA ON SHEET S010. a CS10 fffSS301 (2)ROWS 5/8"DIA SS BOLTS TYP CS10x6.14 ALUMINUM ' R GRATING SS301 SUPPORT AT WALLS, SEE �, " TOW SE CHANNEL 2 gal SS301 nnge.IaMILMEMEN= - EL 158.00 a. 111M111— i 11P1111111111111114I e SS101 - iis.e.� _—_ I r 1 2 PER PLAN GRATING #5 TIES@6" SS301 53101 � / ALUM/ - CS 8X5.79 ALL AROUND SS101 �' (ALUMINUM)(TYP) NOTES. Y / TOW SE CHANNEL TOW SE CHANNEL '--(-111\ t J EL 158 EL 158.00 1. THE SUBGRADE BELOW MAT SHALL BE 2'-0"THICK CRUSHED ROCK LAYER.THE TOP 6" OF CRUSHED�\~ \ II I / �II ' L • { LAYER IS NOT USED ASYUNDERDRAIN R SHALL BE VTHHE CRUSHED ROCK LAYER SHOULD EXTEND ROCKORK MAT LEVELING COURSE.CRUSHED :\,r_.n \ / {- HORIZONTALLY BEYOND THE FOUNDATION EDGE BY 3 FEET.SEE SPECIFICATION 02200 J--._I— 4'-0"x8'-0"OPENING #5@6'EWEFTYP I� / AND GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION. I . 11 X 1-1141 I #6@6"EF TYP UNO 2. THE BAR EMBEDMENT LENGTH SHALL BE WALL AND SLAB"OTHERS"SPLICE LENGTH • ' j SHOWN ON SHEET S002. • (I-t I� TOW EL 153.00 3. FOR LAP SPLICE LENGTHS,SEE TABLE ON SHEET S002. • /�� \ #5@6"EF TYP UNO �II� / \\, t-I S301 _ 4. FOR STANDARD CONCRETE REINFORCEMENT DETAILS,SEE SHEET S002. • l-iI / EL 150.00 J I L J g a _ _ _ __ INVERT SE CHANNEL v11_ — — -1-11- i ( _ �w� i■�w"i� 24 L 15o.00 _ E -_I -1-4IlTh--- : : I #sus-EWT&B • I i CL 48"DIA PIPE �� SEE MECH DWG (--2- 1 SECTION I • • FOR ELEVATION SS101 3/8"=1.-0" • EXISTING W (,1)4C5/1.180"DIA SS ADHESIVE SECw7^-- NDARY aU a ' ' ANCHORS W/6"MIN CLARIFIERSO3&4 1 O:as} /II I ( g a 9 EL 142.00 $ S1 Ps Ey uBEDI TYPI ,I TOP GRATING_ J �fC I i I I L aIly .orf/ ii ' I I III .1 I- �°'I \ / :, / PIPE THRU `� r7 \S0121 EXISTING WALL 3#5 ADDL BARS / / J 00 00 00 00 00 00 0 ALL AROUND #5@6"EWT&B 00 00 00 00 00 00.0 DOWELS TO MATCH SEE NOTE 1 - "" "" ' s/A,AP," 1/4"x4"WATERSTOP VERTICAL BARS <, CS10 ALUMINUM FOR PIPE DETAILS AROUND PIPE SECTION ....... SEE SHEET CU104 I SS101 3/8"=1,-0" ` Y1 _- - -II II III I 8 II II I 11JLt II TYP P is ' -,- SS101 I p --CONCRETE FILL TOW SE CHANNEL u l I j EL 158.00 -1"EXP JT MATERIAL W/CAULK L. / AND BACKUP MATERIAL ON BOND - - BREAKER TAPE #5 ADDL BAR FOR REINFORCEMENT #4 U-BAR @6" SEE SECTION 2 THIS SHEET INVERT SE CHANNEL EL 153.00 EL 150.00 if I . . . , , ID 1 �. " ' 7 5E L . FOR- WALL REINFORCEMENT i • E SECTION 1 THIS SHEET j -- _, • SHEAR BAR @1'-6"OC METAL TYP •• •• EXP CAP PER DETAIL C ON E PIPE_THRU SHEET S003(TYP ALL AROUND) 5012 EXISTING WALL • • 3#5 ADDL BARS ON EF • • FOR EXTERIOR WALL • • ' // REINFORCEMENT SEE SECTION 1 THIS SHEET SECTION AT EXISTING CLARIFIERS 3&4 a EFFLUENT BOX w a SS101 3/8"=1'-0" M a U II a Ng J i `T'_1._-_'_�' y EL 142.00 cv II — — _ I cv �-FOR SLAB REINFORCEMENT 12" 6" 0' 1' 2' 3' 3 SECTION SEE SECTION 1 THIS SHEET SECTION r - oiii SS101 3/4"=1'-0" SS101 3/8"=1'-0" TYP 3/4"=1,0'0i< 12" 0, 1' 2, 3• 4• 5' 8• T ��� pR,JFV 5 GINE O 01 � DDN,JDM DATE MARCH 2016 _ __..__ __- _ PROINAMC: SHEET TITLE: SHEET:110 OS 288 °WG° �. tally ss)g _ co minEmaminMtNpp t 55301 CLEAN WATER SERVICES STRUCTURAL OREGON THIS BAR IS ONE INCH s — DURHAM AWWTF SECONDARY EFFLUENT 0`19,1"0 03/14/18 sA CHID MAL �FILE& WHEN FULL SCALE. IS �.eSllWtmeot a clear. BLACK&VEATCHS'S"3Q1 4iy r 1s ,° $ PHASE 5 SECONDARY TREATMENT COLLECTION STRUCTURE& KU: pLaE�� 111 A�SDG sem: AS SHOWN SYSTEM EXPANSION PROJECT ays EXPIRES:DEC 31,2018 S REvx a>£ owa nrru DESCRIPTION 2550 SW Hi85bo o Hwy. Hillsboro,Oregon 97123-9379 CHANNEL-SECTIONS 6757 PR0.1 k. ENGR STAMP: CL 3'-6"DIA INSWING ACCESS HATCH OPEN • I, ---- 4 INTO AERATION BASIN(CL EL 144.25)NOTE 7 LL FOR-CONTINIJATICN SEE-SA103 CONTINUATION SEE SA104 i f CL PIPE RACK COLUMNS FOR „41, ,!-!= I i 1 4 AI fi i _ _ = _ - - :bI, 8'-0° 11-0" 15'-0" 15-0" 15'0" TOC EL 138.82(LP) �.' O 12"WIDE TRENCH W8x35 TYP W8x35 TYP 1'-1" --I�- - 12'-0" 6'-8" 14'6" 13'-0" 15'-0" 15-0" 15'0" 14"-_0"1" 4'0' / , a), 9 j TRENCH TOC / -- - - 3?) FILL EL(38.58 _� UNISTRUT LONGITUDINAL - zps- (AT BRACE FT TO LP)�"PER a TOC EL 139.00(HP) (GALV)P1000 EVER 50 FT 00 1 TYP-1 a (ALTERNATE BRACE DIRECTIONCO W LC.CO Vco 'k. .4 4. a N m II En m NiMmonommemi Q SEE MECH SHEET 5-0" ST301 I I MT101&MT303 FOR UNISTRUT HEAVY DUTY 1'6"N ~ #5@6"ALT BARS EWEF t I PIPE SUPPORT CONCRETE INSERT P3754 o SEE DETAIL B ON 1 LOCATIONS TYP (GALV)@ 10'-0"ON CENTER 1 -4--- (ASHEET S002 (ALTAL P1000 EVER 50 FT DIRECTION OE / - I _- I I 12"WIDE TRENCH UP D j 12"TYP ST302 io o :1 SEE MECH SHEET -UNISTRUT HEAVY DUTY _ CONCRETE INSERT P3754 ,� MT101&MT303 FOR (GALV)@ 10'-0"ON CENTER I PIPE SUPPORT f 1� LOCATIONS TYP 1"ALUMINUM 1 t" I A 12'-0" 1 4 ++ 6(:;:;)_G1" 0 GRATING � 160'-0,/2"t 10'-0" 150'-0 1/2"t in M __. __...... - - 173'-5" I SLOPE __*' TOC TOC EL 139.00(HP) EL 138.89(LP) - TRENCH TOC FILL EL 138.58 NOTES: (AT HP)(1/8"PER FT TO LP) o 12' TYP� 1. SEE DRAWING S013 FOR PIPE SUPPORT SCHEDULE. � _- 7ti-' 2. FOR PIPE IP E AND SUPPORT LOCATIONS,SEE MECHANICAL DRAWINGS. 3. CONTRACTOR SHALL LAY OUT ALL PIPE SYSTEMS AND CONFIRM PIPE SUPPORT ELEVATIONS,PRIOR TO FABRICATION OF STRUCTURAL STEEL SUPPORTS. 4. CONTRACTOR SHALL LAYOUT COMPLETE PIPE SYSTEMS AND LOCATE ALL EMBEDMENT PLATE LOCATIONS,PRIOR TO CONCRETE PLACEMENT. 5. ALL PIPE SUPPORT STRUCTURAL STEEL AND ITS COMPONENTS(GUSSET PLATES, 1 © BOLTS,NUTS.WASHERS ETC.)SHALL BE HOT DIPPED GALVANIZED.FIELD WELD ST301 AREAS SHALL BE MASKED WHILE SHOP GALVANIZING AND SHALL BE FIELD GALVANIZED AFTER FIELD WELDING. 6. ALL CONCRETE ANCHORAGES(ANCHOR BOLTS AND POST INSTALLED ANCHORS) ALONG WITH WASHERS AND NUTS SHALL BE STAINLESS STEEL. 7. ACCESS HATCH NOTES: ALL MATERIALS INCLUDING ACCESSORIES AND FRAMING SHALL BE 304 STAINLESS 111114 STEEL. -COMPLETE STRUCTURAL DESIGN SHALL BE BY THE FABRICATOR. STRUCTURAL I CALCULATION SHEETS SHALL BE SIGNED AND SEALED BY OREGON STATE PE. SA102 � SA103 � SA104 I c -FOLLOWING SHALL BE MINIMUM STRUCTURAL DESIGN LOADS. -MAXIMUM WATER ELEVATION(LEAK TEST):167.50 o ti CONCRETE FILL T301 SEISMIC SLOSHING PRESSURE:390 PSF. 0 -HATCH SHALL BE DESIGNED AND DETAILED TO BE WATERTIGHT. _..../ tco i.cl Ilisia \� _ _ _ - _ -ACCESS HATCH SHALL BE CHASE MODEL CM-1 QUICK OPENING INSWING WITH / HANDWHEEL OR APPROVED EQUAL.ACCESS HATCH SHALL CONFORM TO OSHA c „, 4( "--.)4 \ t REQUIREMENTS. a Ibi N Aimmi �_- 1 `1-4( TUNNEL LOWER LEVEL ENLARGED PLAN KEY PLAN Zr, ..1r.: r 15 Ank <al C I-T50 EXISTING RAS � < ry� 8' 4' 0' 8' 16' SS�U PRU R4! n[gcTYJn 1' PUMPING STATION �� 1 <�EO oFFSyi 5 G'N O °RIG • 118'=1'-0" 4o eo F,p SHEET TITLE: SHEET: ow+JDM PATE: MARCH 2018 PRO NAME- tr 19461• 111MIIIIIMIIIIII OF:288 �� . tailY sIg 0SNNPO �« ST101 CLEAN WATER SERVICES STRUCTURAL OREGON Co THIS BAR IS ONE INCH DURHAM AWWTF GALLERY-LOWER LEVEL DA°E_ 03/14/18 sFA CKKMAL CAD FILE it: WHEN DRAWING IS CleanWater SJel'V1CeS Q BLACK&VEATCH ST101 r 1s ,9 FULL SCALE. Our commitment is clear. PHASE 5 SECONDARY TREATMENT ENLARGED PLAN PLC*: 9 gLBERS'' SDG SCALE, AS SHOWN SYSTEM EXPANSION PROJECT 6757 EXPIRES:DEC 31.2018 REv# DATE OHN APPD DESCRIPTION 2550 SW HOsboro H . Hillsboro,Oregon 97123-9379 CWS PRa x ENDA STAMP: I - 1 f " 5 1 12"Typ- FOR CONTINUATION SEE SA107 IL „,,, .....„4„_......,__3,_' f -f _ I III II ' I—f II f FOR CONTINUATION SEE SA108 1 II I 1 f i III I 1 FLOW METER VAULT—� TOC EL 160.30 —� _JI IJ_ f1 �I I Ii 1/2”POCKET,MECHANICAL DOWELS AND ---1----/- IU r ' ' I [ (u u , , 1 , u, I WATERSTOP AT WALLS AND SLAB —1 SIMILLAR TO SHOWN ON SECTION 1/ST301 • J zz 5 ST`301 u m I m PIPE `>_ i a m g U •' GALLERY V °i b a °°- U) w Y ^ Al z w l \EL 152.50 3 °' SD301 � 1 o a s^ T301' Z° ~iZre w 1- - - - �� .r . c, Z ill ;172 o � — ifs— —r ► +� --i--- --I — -- -- I— 1 '-- al — —I �—I-- ---I _ 18'43" I I UNISTRUT-HEAVY I I / 1-13(3x5'ALUM OR SS DUTY CONCRETE4(4i'" I I TOC EL 160.50 HATCH)HS-20 RATED INSERT P3754(GALV) ST301 14'-8" \ TYP©10'-0"OC 154'-101/2't -\ I E 4 5'2" � CL 8'x8'INTERIOR FLOW METER VAULT I i C r- n---- — 1 L I I vI I T \ AUCHASE1- I II TOC EL 160.501 I 1 82-7 t 13'-0. ST 54,-0" I II 0 -— — I 11 160'-1"t 1 h\EL 152.33\ I a} O.J NOTES: II /� ' 1. SEE DRAWING 5013 FOR PIPE SUPPORT SCHEDULE. 3ll_ L ST301 _ 2. FOR PIPE AND SUPPORT LOCATIONS,SEE MECHANICAL i DRAWINGS. 3. CONTRACTOR SHALL LAY OUT ALL PIPE SYSTEMS AND CONFIRM PIPE SUPPORT ELEVATIONS,PRIOR TO i FABRICATION OF STRUCTURAL STEEL SUPPORTS. 4. CONTRACTOR SHALL LAYOUT COMPLETE PIPE 1 SYSTEMS AND LOCATE ALL EMBEDMENT PLATE LOCATIONS,PRIOR TO CONCRETE PLACEMENT, SA1� 1 SA707 1 SA108 c f I 9'-0"t I 12'-0" 5. ALL PIPE SUPPORT STRUCTURAL STEEL AND ITS o j COMPONENTS(GUSSET PLATES,BOLTS,NUTS. WASHERS ETC.)SHALL BE HOT DIPPED GALVANIZED. .. . a _I FIELD WELD AREAS SHALL BE MASKED WHILE SHOP ,, a I FIELD WELDING.GALVANIZING D SHALL BE FIELD GALVANIZED AFTER c 0 , EXISTING AREATION I EXISTING GALLERY 6. PIPE GALLERY TOP SLAB IS DESIGNED TO RESIST HS-20 o<� I BASIN NO.4 H I} I TRUCK LOADS. kl ho NE. li `, 4i,l J — 4 A KEY PLAN <wF. _ L;j .l -- ; .z',; } TUNNEL UPPER LEVEL ENLARGED PLAN o� .,.....„...•.-,,,,,,ET. « EXISTING RAS-^'` d° EXISTING SECONDARY 1/8"=1'-0" 8' 4' Cr 8' 16' pt pgpF� iii .stx— F PUMPING STATION CLARIFIER N0.4 1/8'=1'-0" `��G 1 NF��% �N:JDM pyo MARCH 2018 I PROJNAME: SHEET TITLE: SHEET: 112 OF:288 • 4*tatty 119�946. . _, +:NPO x ST102 CLEAN WATER SERVICES STRUCTURAL ocFEGON THIS BAR 1S ONE INCH _ s WHEN DRAWING IS Clean Vvicel\\`Services BLACK&VEATCH DURHAM AWWTF GALLERY-UPPER LEVEL �� 03/14/18 SAT 16,�9� ® PHASE 5 SECONDARY TREATMENT ST102 FULL SCALE. on,commitment;,<I«< ENLARGED PLAN �ueER1� I SDG : AS SHOWN c REVs DATE a»1 cavo DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT cws — PIR aaw�:6757 Er+ca sTaaa:EXES:DEC 31.2018 I I9'-0" 17-0' __c v PUMP STATION S/1� f SLAB REINF SEE SLAB REINF SEEINII WALLL LNG RAS 6'-04" 6-0' 9' I FOR ADDITIONAL INFO ___i_-__ SECT 3/ST307 NOTE 1 SECT t/ST301 SEE SECTION 3/SA303 \ - �P) �- —� OPERATING LEVEL `' t \ TOP OF ENV TUNNEL ` NEW TUNNEL 1 — - tsi EL 167.50 L . . _ '' EL 152.50 : A i II CONC WALL TYP 111" LIGHTING POLE I •' _ Ili �r�V� Q_�� CORBEL SEE PLAN • • \--CONC BEAM SEE PLAN I 1 Al I AND SHEET S004 FOR , CONCRETE FILL S ��G�i FOR ADDITIONAL INFO SIZE&REINFORCEMENT NEW W 72 COL SEE LIMIT OF DEMOLITION \��\ • SEE SECTION 1/SA301 _ SHEET ST5021-YP - STRUT S-1 SEESHEETSA-501 FORR DETAILS � #s@s"EWEF SECTION ( ENLARGED PLAN DETAIL ST102 3/8°=1.-0" ST101 1/4"=1'-0" TOC EL 152.33 LAP E V / - FILTER FABRIC SPLICE • 3 FILTER FABRIC #6@6"T&B � #6@8"T&B Z __'—' TOC EL 152.50 \ % MECHANICAL 3.-0" #5@6EWT&B p EXISTING RAS CONNECTORS TYP PUMP STATION CONCRETE FILL 'Wei __ TOC EL 152.33 p `Q )OO�.O(: a. - �Oj i _31.07004L71.33,41. 000< w 1/2"EXPANSION JOINT 111 n'G O O< EXPANDABLE WS ����1�+��� • LL IQ O Q of WITH CONTINUOUS RT SEE ��uOQ 0 ��� 1 RETROFIT WATERSTOP 08Q�� PS-6 TEE STANCHION i1iO�000• • t ). � O �OOO�C' SHEETS MTPIPE 0102&MT103 1 1/2"DEEP POCKET QO0000 00 • • 00000Q OC 2 NEW PIPE GALLERY PR)00Q0 O< • UNISTRUT-HEAVY DUTY SIM B QO UNISTRUT-HEAVY DUTY OQ�QO( Q • EL 139.00 O% 0 FOR LOCATIONS �C ) ���• !O `�J SS Q (y CONCRETE INSERT P3754 ST501OA CONCRETE INSERT P3754 wVOU00C J 1 )Q��CJOU ' (GALV)@10'0°OC SEE TOS EL 147.75 ST501 5OOOcO�i' (GALV}@10'-0"OC SEE O�O�OO( o it )0�00�0(' SHEETS MT102&MT703 FOR - �Q n`�0(�Q Q� • SHEETS MT102&MT103 FOR • p00O 0 QC PIPE SUPPORT LOCATIONS O O q - 00 iQOOo PIPE SUPPORT LOCATIONS J l �VOU� 00� ��� N�d ,•• i/// -- CRUSHED )0� 00�•. • --- •CRUSHED �OO�OO( ) 00 O c• #5 W ST501 , • .• ROCK DRAIN QOOOOOOQO i v o 0 0 0 o v o 0 0 0. OOO O • ROCK DRAIN PIPE GAI LERY SLAB REINF SEE QOo0oo,, .IV 0,0 • SECTION 1lSA301 OZ �� "�' 00000000000. �QQ O' @6"E EF TYP TOS EL 144.36 O #5@6"EWEF O o °o °o o °o NOTE 2 O 'SOW• OO 00� TRENCH TOC FILL O OOt O 4 NOTE 1 000 '' El 138.58 AT HP Ty P OOOOQO 2'-0. 00000000•004b )000000<• �S A MP)~ )000W): (1/8"PER FT TO LP) oQRco C 00 00 00 00 00 0• �POUQUC�V U LLJ / U I�OIJ O�� O�O. U S010 V�-�LW6x15 , �0���00� • ' J^ \\ )g4/U44'.." 61101 �- 0 SECTIOI�h0000000000• 7-000-E": 1 g #6@6'T&B TOCTOC EL EL 138.82 LP 12' SLOPE / . �L 2 . 12" TOC EL 138.89 LP g co �000��001 13 O� OI n v • 00� ST101 • 3/4'=1'-0 0 0 p 0... e. ( ) EL 739.50 116C)&0°°0C' 0� O,y Cy ' EL 13-- - r -TOC EL 142.00 HP 0-9,-,--0-i- TOC EL 138.14 ' • •D0000000( #5@6"EWT&B ALUM OR SS HS20 RATED HATCH IJOOO `` ST501 J io �O� 0_�,�• OO OcOi . O @ &B III Z9 O O TOC EL 139.00 HP SLOPE �� O SLOPE \ oQOoO�OC TOC EL 160.30 O•ONIN way, TOC EL 139.00 HP C 0 O)0L). --- ) — la,.- \ •NOTE t 46**Mi `I" • OC � = 1UO l \L__) 40. 4111111111111111111111111111 al; —71 t�� TY' iV ya,� /° �OnQ� 1 6"PERFORATED •0 0 0 0 0 0 0 0.0000 -#5@6"EWEF TYP #5@6"T&B , o 0 0 0 0 0 0 0 o •o °o °o°o °° .000 • o #5@6"EWTS6 FOR EXTRA REINFORCING FOUNDATION PERIMETER DRAIN NOTE1--/ ° °o ° o ° o ° C° •0000000000.o o "o< AROUND OPENING S002 PIPE(SEE CU102 FOR LAYOUT o o o 0 o o o co--- AND o-� AND INVERT ELEVATIONS)TYP ° °° ° p 0 9 i,• 0 0.•o it ��o W./-NOTE 2 . * NOTE 2 I 1 NOTE 1 5'6" 6"PERFORATED 3#4 TIES 6 FOUNDATION PERIMETER DRAIN ��) AS Z1a11/IN PLAN PIPE(SEE CU102 FOR LAYOUT TOP OF ENV TUNNEL SECTION AND INVERT ELEVATIONS)TYP s� S01 ECTION EL 152.50 I SA103 3/1r=1'-0" ST102 �� ' ' �� SA104 _ SA107 SA108 a NOTES SECTION 1. THE BAR EMBEDMENT LENGTH SHALL BE WALL AND SLAB ST102 3/8"=1'-0" co m "OTHERS"SPLICE LENGTH SHOWN ON SHEET S002. 4' 2' 0' 4' 8' N N 2. THE SUBGRADE BELOW MAT SHALL BE 2'-0"THICK CRUSHED 1/4"=1'-O" V:9- ROCK LAYER.THE TOP 6"OF CRUSHED ROCK LAYER SHALL BE WORK MAT,LEVELING COURSE.CRUSHED ROCK LAYER IS NOT 12" 0' 1' 2' 3' 4' 5' 6' 7' 1 i•-,- USED AS UNDERDRAIN.THE CRUSHED ROCK LAYER SHOULD 0 EXTEND HORIZONTALLY _---BEYOND THE FOUNDATION EDGE BY 3 3/8"=1'-0" FEET.SEE SPECIFICATION 02200 AND GEOTECHNICAL REPORT stRUCTORq Ol- o a FOR SUBGRADE PREPARATION. 12" 6" 0' 1' 2' 3' ��O PROFFs �'9��GrNeF�S'o 3/4 -1-0" CO a +JDM : MARCH 201811 �M PR°JNAIVIE CLEAN WATER SERVICES SHEET TITLE STRUCTURAL SHEET 113 �:288 �rG. 19461• p'•tally DNg -, 08N:NPO/EAP DWG ST301 THIS BAR IS ONE INCH — �iE, 03/14/18 nc e� �^�1 DURHAM AWWTF , L CAD t WHEN DRAWING IS aeanwater Services - BLACK GALLERY-SECTIONS Ar 15 �° I FULL SCALE. PHASE 5 SECONDARY TREATMENT ST301 ------- Our commitment is clear. PLCk: qLg�t Or g SDG sE AS SHOWN SYSTEM EXPANSION PROJECT REV I/ OATS SRN MPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 CWS EXPIRES:DEC 31,2018 PRa S 6757 0)08 STux•: A TOC \EL 152.50\ I 7 T"-- ' _— T CL 6.8„x 3'-0"AIR CHASE { #5@8"EWT&B CL 3-0'x 3'-0"HOT / WATER PIPE CHASE l — — TOP OF UPPER - — — — I TUNNEL SLAB TOP OF UPPER S^ I / N v ` .4. `' . .,��t,,,,�^- EL 160.50 v 1 I I TUNNELEL 160.50 N I ' o000000000b0000. 'I 1 1" 6-9 + \ / 00.000.0000000. , c7 x o .n °° °° °° ° ° °° ° ° 1 W #5@8"EWT&B TYP I\ `. /`W/, -NOTE 2 I 6'-8„x3.0”AIR CHASE — 8"EWEF TYP N 14,_2. CHECKERED PLATE 4 h.— 6"WIDE x 4"HIGH CURB ;Jed x TOC TOP OF ENV TUNNEL ,. \ \ �? TOP OF EIW TUNNEL SEE DETAIL J/S002 ��• EL 160.50 io • • EL 152.50 Y I // • EL 152.50 • w (6)UNISTRUT HEAVY .� #5@8"EWEF TYP I DUTY CONCRETE —1- 3'-0"SO HOT WATER ) - 5' • • 1"EXP JT W/RETROFIT I INSERT P3754(GALV) 1"EXP JT I PIPE CHASE m� ` WATERSTOP TYP • RETROFIT W/ WATERSTOP TYP 3 2 • ,I" ST30 ST302 cv I PIPE GALLERY �'• r I / PIPE GALLERY 12" 12° 12" NOTE: I �i 1 3 0" ` 6'8" 10" F 12'. — I — y. EQ — EQ — 9" CL EL 145.50 THE DIMENSIONS SHOWN ARE CL EL 145.50 • 13 6„ APPROXIMATE.THE CONTRACTOR --4—_—_ _ q 4 SHALL COORDINATE WITH MAKE UP #5@8'EWT88 — in C' AIR UNIT VENDOR FOR ACTUAL TYP I DIMENSIONS. '1 •I 21,UPPER LEVEL-MAU ENLARGED PLAN . ° °° ° ° ° °° ,° °° - ��= ST102 1/4"=1'-0" 00000000q 000000� 4 .0000000000000 oPo °O?O o ° 000 °o? #5 8"EWT&BTYP .o000.000oo:000. 12" 0000000000oo.00c 14• u> @ Wr �'`v • ° . .�' TYP 1 TYP TUNNEL OPERATING NOTE 2 TUNNEL OPERATING 1"TYPE NOTE 2 i LEVEL LEVEL EL 139.00 EL 139.00 — — — I TOC EL 139.00(HP) T_2" SECTION SECTION ST302 3/8"=1'-0" ST302 3/8"=1'-0" l � O 1111 1 1 II �' I ST302 bIi 0..2 _ UNISTRUT HEAVY DUTY 12• 12-0" 12• CONCRETE INSERT 12' 3'-0" 12" 6-8" 12" ... ....\.x1l1' z,/•.. .,.,.....tf ,„....,. P3754(GALV) FOR REINF SEE SECT SI 2&3 THIS SHEET TCP N . /` ,. 1 TOC EL 144:00 •I"/ i A t.I. 1 '' LI 1. THE BAR EMBEDMENT LENGTH SHALL BE WALL AND SLAB M j u r "OTHERS"SPLICE LENGTH SHOWN ON SHEET S002. it`,.; 2. THE SUBGRADE BELOW MAT SHALL BE 2'-0"THICK CRUSHED KEY PLAN o 0 0 0 0 0 0 0 0 0 0: �� ROCK LAYER.THE TOP 6"OF CRUSHED ROCK LAYER SHALL BE iti © CL HOT WATER PIPE CHASE o o ° o °oao CL AIR CHASE ST302 o 0 0 0 o 00•• ; WORK MAT,LEVELING COURSE.CRUSHED ROCK LAYER IS NOT cv v a USED AS UNDERDRAIN.THE CRUSHED ROCK LAYER SHOULD N 4./'../ NOTE 2 EXTEND HORIZONTALLY BEYOND THE FOUNDATION EDGE BY 3 tr FEET.SEE SPECIFICATION 02200 AND GEOTECHNICAL REPORT 12" 0' 1' 2 3' 4' 5' 6' 7' It5 (71- LOWER LEVEL-MAU ENLARGED PLAN (-5-- SECTION FOR SUBGRADE PREPARATION. oo¢Io ST101 1/4"=1'-0" ST302 318"=1'-0" 4' 2' 0' 4' 8' PR F p�D III +JDM MARCH 2018 _— — o Nnn,e SHEErimE: SHEET:114�:288 DW" taU 1 19461i9 "SNPO :ST302 CLEAN WATER SERVICES STRUCTURAL o EGON THIS BAR IS ONE INCH �r s ��'�77 DURHAM AWWTF °Alm o3/1an8 F ...NAL CAD FEE} WHEN DRAWING IS L 1i eanWater Services ©,BLACK&VEATCH GALLERY MAU CHASE PLAN ST302 Ar 16 q9o�` I FULL SCALE. Our commitment .cIeAF. PHASE 5 SECONDARY TREATMENT AND SECTIONS AeeEf�ti SDG s AS SHOWN -- - SYSTEM EXPANSION PROJECT S eEvxI DATE Dmi ,wro DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 cava6757 EXPIRES:DEC 31.2018 rrsa a: sricR STAMP: I CONCRETE WALL EDGE - 5/8x12x12 EMBEDDED PLATE W/(4)5/8"DIA W SHAPE / NELSONS STUD(6"EMBEDMENT) -318"STIFFENER PLATE (NOTE 1)--� ' (BOTHI SIDES)(TYP)PLATE (BOTH SIDES)(TYP) 5/16T/ t_ CARBON STEEL WASHER AND ISOLATION CL 5/8"DIA BOLTS - - 3/8"STIFFENER TOS EL VARIES TOS EL VARIES WASHER SEPARATION BETWEEN CARBON �___ STEEL AND STAINLESS STEEL N 5/16 �',TYP 5/8x16x16 BASE PLATE (TYP) �t 1iMir j5/161 1"NON SHRINK GROUT ��� TOS EL VARIES 5/16 16 "I W SHAPE TOC EL VARIES ] /'li W SHAPE(NOTE 1) (NOTE 1) I (NOTE (NOTE yy _,.iI 1,4 1 - rI , NOT 2 1 1/2" L4x4x1/2 x V-6"LONG16 / 5/16 ' 6" 6" I� CL(4)5/8"DIA SS ADHESIVE ANCHORS 3/16 1/2" W SHAPE (5 5/8"MIN EFFECTIVE EMBEDMENT)(12^C/C) I (NOTE 1) DETAIL DETAIL ( DETAIL ( DETAIL SD301 1"=1'-0" SD301 1"=1'-0" SD301 1"=1'-0" SD301 1"=1'-0" I r L4 x4x 1/2 x 0'-9"DBL CLIP ANGLES 3" TYP/5/16 I TYP \ W.P.WP 11/2" ST501 TYP �5/16T� TYP �- , WP 3/8"GUSSET PL (TYP) I W SHAPE 111111111.11FIMIIII4,, `_1�� 2>,.. . , ,., (NOTE 1) 2 L4 x 4 x 1/2 x 0'-6"(TOP ;�� iii AND BOT OF GUSSET)) P 111 °� � / �' L4x4x1/2 5/161 CARBON STEEL WASHER AND ISOLATION �I I� • (NOTE 1) 11 WASHER SEPARATION BETWEEN CARBON 1/2"GUSSET PL(TYP) ! / 5/8x12x12 STEEL AND STAINLESS STEEL(TYP) p' BASE PLATE \ (2)3/4" /� TOC EL VARIES MI,®, 'I 1/2"GUSSET "\ sir-5-0),11 T501 ' BOLTS401, 3!4"CLR <'+ 1 1"NON SHRINK GROUT * ./ 44 a (TYP) t II qiu I'11 II-i II PL(TYP) No. 112"GUSSET ,�'' ST501 / ''+T 5 5/8"MIN EFFECTIVE EMBEDMENT) 6"C/C) 5/8x12x1'-0"EMBEDDED / CL 4518'DIA SS ADHESIVE ANCHORS /// 3"_' -3" ( ( W SHAPE I PLATE W/(4)5/8"DIA TOP FLANGE NOT 5/8X12X12 EMBEDDED NELSONS STUD(6" / SHOWN FOR CLARITY PLATE W/(4)5!8"DIA j EMBEDMENT) - NELSONS STUD(6" EMBEDMENT) E DETAIL DETAIL DETAIL ISD301 1"=1'-0" SD101 1"=1'-0" 1"=1'-0" CONCRETE WALL EDGE I -5/8x12x12 EMBEDDED PLATE W1(4)5/8"DIA / NELSONS STUD(6"EMBEDMENT) 4-5/8"DIA SS CL 518"DIA BOLTS ADHESIVE ANCHORS (5 5/8"MINIMUM (2)3/4"DIA BOLTS TYP- EFFECTIVE 1 EMBEDMENT) GUSSET (9"C/C) 5/16 L N5/16 r TOS EL VARIES z �, I--'I m+ � .-� NOTES CENTERED ON ° ° — -1 I-\ W SHAPE i m! 1/2x12x12 PLN i, 1. ALL STRUCTURAL MEMBERS AND ACCESSORIES INCLUDING ++ � STRUCTURAL BOLTS,WASHERS AND NUTS SHALL BE HOT DIPPED T .4 GALVANIZED.ALL ANCHORAGES INTO CONCRETE SHALL BE I STAINLESS STEEL.CONTACT BETWEEN STAINLESS STEEL AND - CARBON STEEL SHALL BE SEPARATED BY ISOLATION WASHERS. a ( ° ° 2. TO PREVENT HARMFUL GASES DURING WELDING,REMOVE co a ' 1 1/2" W SHAPE(NOTE 1) GALVANIZING AT FIELD WELDING LOCATIONS AND COLD • NOTE 2 GALVANIZE AFTER WELDING.SEE SPECIFICATIONS. N 3/16',T „ L4x4x1/2 x 0'-9"LONG coco O c.4 � a (7DETAIL ( SECTION z SECTION 12" s" 6" 3" 0' 1' 1 1/2"=1'-0" ST501 1 1/2"=1'-0" ST501 1"=1'-0" 1 1/2"=1'-0" s au cTua q< 12"9" 6"3" 0' 1' 2' REO PROFS ppl trc:54 GINE ��O W oRN DJJI Dco ATE MAROCH 2018 PROJNAMc SHEET TITLE SHEET115 oP.288 owcn D • tally 6$)g Q - - mumemmi T DSN EAP DNS* I - _ CLEAN WATER SERVICES STRUCTURAL OREGON THIS BAR IS ONE _ DURHAM AWWTF GALLERY-PIPE SUPPORT DATE 03/14/18 sFAr 99^ crat:MAL cAOPaex S BAR IS ONE INCH IS +__ -- - Ci eanWatel Service$ © BLACK&VEATCH -- ST501 °'9R 76 c1T(` APED SDG sem: AS SHOWN Our commitment is clear. PHASE 5 SECONDARY TREATMENT DETAILS ��a kA�eEa�� S$ SYSTEM EXPANSION PROJECT EXPIRES:DEC 31 2018 Refs DATE DAN APED DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 cws 6757 PROS#. ENGR STAMP: NOTES: • * * * 4 :' n 1.COMPLETE STRUCTURAL STEEL SUPPORT SYSTEM SHALL BE FULLY .e .. s f �mAre AV2A,2,el CONSTRUCTED PRIOR TO DEMOLITION OF THE WALL. 1 °1. 3 • Ai1"4' �" 2.MATERIALS:ALL STRUCTURAL STEEL AND ITS ACCESSORIES SHALL I ) m BE HOT DIPPED GALVANIZED.ALL ANCHOR BOLTS ALONG WITH ( „ � $ 1,_, WASHERS AND NUTS SHALL BE STAINLESS STEEL. �r Mrd 00-44.4e it t r ii ,�y ,r` f, a* I< 44- fo,s s 'a 3.REMOVE EXISTING PLUG,INSTALL NEW PIPE AND COVER OPENINGS .1 ii "% r + k A % Iar' , ' AROUND PIPE USING PIPE THRU EXISTING WALL DETAILS(DETAIL E I �� s ON SHEET S012). • E -/- t it O le Int* 'S * ! f fiar- :`,. ._..:.. ... .•,: »...�.�,......,, :xiiix�+nn - -.uq. ,,.,.,..� '�'t` .a '^w^t �. A Iw- �, '$ aT,°.ww," m,_ ,� R. ':.. "m"""""' '�,.`.TM'^ . �c 111 K,w.=. ,Y, , at F� 4/N: „o i" t 1".°..ate:, . Ark_ A, " 4 s I § ST502 v .1-t tadfilS, 1 , a (- NOTE 3 41t 1, ° _ 1 NOTE 3 1` A 13 1401I CLW 12 x _ `- s ,, r ,..-..7...,:e.-": ST50 EL 15175 " *'2't t:3,,, W12 1 3? 4 V` ' W12x30 NOTE2 " ' �° 4 p1 —-- - 11 EL 151,75 PI Inn 10.5(w2m �^ + :: . NOTE 1 —EL 151 00 I T50 ST II ,m 50r a ` 9-0" ' Y- X3/4"DIA SS ADHESIVE ANCHO' *41 1 IL ,; 9"TYP INTO EX STING WALL @2'-0"OC n !!!. 1 Scia,TAGGER ANCHORS TYP , J t") ,� \I/ N I I r \ . . .. ,� "c I it -, s# " � ##«* #, NEW 12'-0"x12'-0" € T50• �� , ENII 1 TUNNEL OPENING '""" x NOTE 1 B -.$744,00S t _ ., , : i ti 4 ecalif Pe- II ' E - -- t 1 "9 to t * s-,• * - . 8'-3° 13-6" EXISTING RAS PUMPING STATION WALL 2 SECTION I CL W72 ELEVATION LOOKING NORTH 1' 3/8"=1-0" ST101 3/8"= -0" V. 2° CL 3/4"DIA SS ADHESIVE CLW 12 NOTE 2 CL W 12 NOTE 2 N ANCHORS 6 3/4"MIN 3" I Iwh, ; / EMBED @ 2'-0"OC ANGLE 3n 3 I 3/4"DIA BOLTS TYP CLW 12 NOTE 2 (3)3/4"DIA BOLTS W/2" TYP ANGLE I[�� ✓� STAGGER ANCHORS w 3"3 GAGE AND HORIZ SHORT L4x4x3/8x0'-9" / L4x4x3/8x0 9" t r CL 5/8"DIA SS O a -4-17.- ANGLE SLOTTED HOLES AT WEB LONG TYP LONG TYP ¢ 3".3". FOR FIELD ADJUSTMENTS I�1 I 1-'. ADHESIVE ANCHOR W12(NOTE 2) I„ �� MIlligi NI I ' /' LONG L4x4xTYP g" i COPE BEAM FLANGE TYP CL(4)Sib"DIA �� LIMIT OF DEMOLITION _ SS 5 5/8"MIN EMBED ADHESIVE ANCHOR My SS 6"OC(5 5/8"MIN 11. BASE PL 5/Sxgx1'-1" r_ imam L4x4x3/8x0`-g" EXISTING RAS PUMP I MO ��-_ EMBED) STATION WALL (3)3/4"DIA BOLT W/ f� ta� Z I3"3" CL 3/4"DIA SS ADHESIVE \ HORIZ SHORT SLOTTED W12(NOTE 2) 1 I LONG EA SIDE ° (a I • ANCHORS 6 3/4"MIN HOLES AT WEB FOR COPE FLANGE TYP N (3)3!4"DIA BOLTS @3"OC a g• EMBED EXISTING FIELD ADJUSTMENTS ' 1. N -- CONC WALL I EXISTING CONC WALL- / EPLAN DETAIL ( DETAIL (\ DETAIL ( DETAIL (---E- DETAIL v 2-:". ST502 3/4"=1'-0" ST502 3/4"=1'-0" ST502 3/4"=1'-0" ST502 3/4"=l'-0" ST502 3/4"=1'-0" c 12" 6" 0' 1' 2' 3' lip pia 3/4"=1,_O" SS a u c T u Ra 0 0 O 12" 0' 1' 2' 3' 4' 5' 6' 7' �ikS0 PROFESS 5 0 t\GINE a 1sas1. D�JDM MARCH 2018la SHEET TITLE: SHEET:116 OF 266 DWG# --- -- —.- PROJNAME. CLEAN WATER SERVICES STRUCTURAL ryGONg°SN'TNG rnvG# ST502THIS BAR IS ONE INCH DURHAM AWWTF PCOT 03/14/18 a�EXISTING RAS PUMPINGWEN DD WIN IS C1eanWater SewiceS Q BLACK&VEATCH ST502 16' 9OHx MAL cADFaex PHASE S SECONDARY TREATMENTI Our commrtmeot ie cleazPLC/l: BERT � F. STATION-WALL RETROFIT I; A�SDG AS SHOWN SYSTEM EXPANSION PROJECT S EXPIRES:DEC 31 2018 REV R DATE ORH APPOI DESCRIPTION 2550 SW Our Hwy. Hillsboro,Oregon 97123-9379 DETAILS 6757 ' PRO.I#: ENGR STAMP: I I \\\\I EL 170.00' -- s:.' N N y REMOVE EXIST 24" acn a 2'-O" REMOVE EXIST 24" BF AND CONNECT 18'-0" I 8"-4"+/_ \ TO EXIST 24"FLG 1-" 1 BF AND CONNECT WALL PIPE TO EXIST 24"FLG 831 VBF ' / 42"PE PIPE SUPPORT(TYP) 42"PE BASIN NO.5 16-0" 8'-4"t TO AERATION TO AERATION BASIN NO.5 -� 7. 24°FLOW METER 24"VBF — — Q 24"PE /� — 1 _ 32305 Y 32bFCV1305� I v TPE 24 EL 159.0± ToO AERATION24"PE NOTE 1 24"FLOW METER 24"VBF ,,BASIN NO.4 (320FE1306 C320FCV1305 ___ : d'- , s 42"PE - TO AERATION -BASIN NO.3 I III i I 0 (A; SECTION - 3/8"=1'-0" 42"PE TO AERATION ,-BASIN NO.2 - NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ELEVATION OF - + EXIST 24"PE AND INSTALL NEW 24"PEAT THE SAME ELEVATION. 2. PS-X REPRESENT PIPE SUPPORT DESIGNATION. x FOR PIPE SUPPORT DETAILS SEE SCHEDULE ON f4, SHEET S013. 1.11 ,- 42"PE TO AERATION AERATION ,.BASIN NO.1 II o_ 5 k,-- .II:p co• 03 Nn :2,N, p C a co r--m o . cool— IIIuni a 01 PLAN 001 s'':�aGiNFFA�0 a 08/0 MARCH 2018 ___ ___ I PROJIONME_ SHEET TITLE: SHEET:117 OF:288 DWGN: l . tally'7s►g -4 I DRN,IADDATE --""-"-- OREGON DSN:DAC Mu1o1 CLEAN WATER SERVICES PROCESS MECHANICAL --- THIS BAR IS ONE INCH \ _ PLOT qN 9 2°NC DURHAM AWWTF PRIMARY EFFLUENT PUMPING STATION DATE' 03/14/18 R 5 CHICRT CAD FILE t. WHEN DRAWING IS FULL C1eanWater Services BLACK&VEATCH _— --- MU 1 O SECONDARY TREATMENT SYSTEM MODIFICATION PLAN, -140CLE - -- SCALE. Our commitment is clear. PLC Af PD'SDG SCALE AS SHOWN EXPANSION PROJECT EXPIRES DEC 31.2019 — _ SECTION AND DETAILS 0o REV* DATE DRN _AaPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro.Oregon 97123-9379 Zig,,,6757 PRQI#. ENGR STAMP' I I 144I I I ,/// SRS ER DRAWINGENLARGED MA102PLAN SEE DRAWING MA103 SEE DRAWING MA104 —1 FOR ENLARGED PLAN / FOR ENLARGED PLAN I I ■ CELL 6D 1 CELL 6E CELL 6F OXIC OXIC OXIC ( fir i I +• o r- 1+ ti CELL 7 DEOX --1111 CELL 6C ///� CHANNEL OXIC ANAEROBIC I CELL 68 CELL 6A OXIC OXIC 1 \/ \/ ; II \� \� \/ CHIMNEY I MIXING /\ /V II /\ r % /\ 1 CELL 5 CELL 4• CELL 3 CELL 2 CELL 1 I 111 ANOXIC ANOXIC 11111 IA NAEROBIC ANAEROBIC ANAEROBIC ___L.� t — _±_,1--.._____–, ; INFLUENT ANOXIC COLLECTION MIXING BOX CHIMNEY I I LOWER LEVEL OVERALL PLAN 1/16"=1'-0" I I C. 0�. • m N M Oea v KEY PLAN w 16'12'8' 4' 0' 1i=2' oIQ 1/16»=1'-0" O0I tsteD PRN 9� OiNF ��O W D+NJAD ORG SHEET TITLE: SHEET:118 OH:288 DWGa Q' 9317Q Q o MARCH 2018111111•1111111111= 1 I v o C c. �O any sign-• co ADAC *MA101 CLEAN WATER SERVICES PROCESS MECHANICAL — K THIS BAR IS ONE INCH /� R-GT gpt;RT coo Fa.Et THIS IS INC CleanWatel SeIV1CeS - BLACK$VEATCH DURHAM AWWTF AERATION BASIN NO. 5 ATE. 03/14/18 O EGON FULL SCALE. Our commitment is clear. PHASE 5 SECONDARY TREATMENT LOWER LEVEL OVERALL p.m* MA101 oq 9 I SDG AS SHOWN REV* �� owl trw 2550 SW Hillsboro Hwy. Hillsboro.Oregon 97123-9379 SYSTEM EXPANSION PROJECT PLAN 6757 CWS aaax ENGn STAMP EXPIRES:DEC 31.2019 I DIFFUSER GRID BY 3 AERATION EQUIPMENT MA301 MANUFACTURER(TYP) I (NOTEOTE 1)1) I I II PIPE SUPPORT SPACING 21'-0" 15-0" 15'-0" 15-0" 8-9" 10 8' 9-11" CELL 6D 16.-9" 42._6. OXIC 1311" 22'_2• d (Th MJxFLG WALL1 MA301 DROP LEG MT502 PIPE I NOTE 2 PS-1 PS-1 (NOTE 1) I (V NOTE 2 " , ---8"LPA 24"LPA 20"LPA 10"LPA N —16"x14" 14"LPA a i 1111511 D u H I a p l REDUCER I��I ��I i SEE CU102 FOR NIR nlilk �� 16"LPA PS-1 PS-1 CONTINUATION �' PS 1 " PS-1 -24"x20" 20"x16" I, NOTE 2 I ECCENTRIC TRENCH DRAIN ECCENTRIC DIFFUSER GRID BY U REDUCER SEE STRUCTURAL AERATION EQUIPMENT P" (FLAT SIDE DRAWINGS REDUCER I c MANUFACTURER(TYP) ON BOTTOM) (FLAT 16"x16"x8" (NOTE 1) ON BOTTTOTO M) REDUCING TEE 20"x20"X10" Z --24"x24'k10" REDUCING TEE O REDUCING TEE CELL 6B NOTE 4 42"SLUICEGATE CELL 6C OXIC CELL 6A (z I 410FCV1550 OXIC OXIC I0 w Z MJxFLG WALL I V MT502 PIPE k " 1 _J �l it M/Av02 I SEE CU102 FOR r, I NOTES' CONTINUATION ` 1. DIFFUSER GRID PROVIDED BY DIFFUSED AERATION EQUIPMENT SUPPLIER.NOT SHOWN FOR CLARITY. Z Alb \ / i \� " I 2. MANUFACTURED WELDING TEE. J \ I�\ 3. PS-X REPRESENT PIPE SUPPORT TYPE.SEE PIPE 42"PE MA301 SUPPORT SCHEDULE ON SHEET S013. I 4. PIPE SHALL PASS THROUGH WALL,CENTERED ON A INCHICH PROVIDES 1/2- CLEA4tk, IRANCE BETWEEN`THE CONCRETE AND THE OUTSIDE OF THE PIPE ON ALL SIDES. PROVIDE WALL SLEEVE WITHOUT MODULAR SEAL PER DETAIL i k , 1 1/MA501. 6. MAINTAIN 2'CLEAR FOR ACCESS I 17 Nig I DIFFUSER GRID BY DIFFUSER GRID BY R AERATION EQUIPMENT r MANUFAERATION EQUIPMENTURER(TYP) MANUFACTURER(TYR) 1111:7_ (NOTE 1) 1) 0 Co .0• N. L MA301 L Y KEY PLAN W ENLARGED LOWER LEVEL PLAN s' o' S' 10 OIo 3/16"=1'-0" — 3/16"=1'-0" POO PRO%_ 9�� G N F "�O Ill +JAD MARCH 2O18 -- PROMAIAC SHEET TIT E: SHEET:119 0E:288 DwG# Q4,, 4'a93i70. 11 y CLEAN WATER SERVICES PROCESS MECHANICAL �/ DURHAM AWWTF • ADAC Ma102 THIS BAR IS ONE INCH AERATION BASIN NO. 5 DATE 03/14/18 ally sign- SRT uoFUEx WHEN DRAWING IS CleanWater Services © BLACK&VEATCH MA102 ' g FULL SCALE. o"�cnmm 1men1.e ele PHASE 5 SECONDARY TREATMENT LOWER LEVEL ENLARGED Ptac 6400 9 tie Aek' $ SDG : AS SHOWN REVS DATE DRQ PPM DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT PLAN AREA 1 (WEST SIDE) cws 6757 PROM Duos srnnw:EXPIRES:DEC 31,2019 I I -DIFFUSER GRID BY AERATION EQUIPMENT MANUFACTURER (TYP)(NOTE 1) I 1 I MAINTAIN 2'CLEAR ACCESS PIPE SUPPORT SPACING [8\. 15'-0' 15'-0" 15'-0" 15.-Or 15'-0" 15-0" 4'-8" 2' I -2" \ 74 I 19'-2" T 6" J CELL 6E - DIFFUSER GRID BY , OXIC 1 I AERATION EQUIPMENT , 1 MANUFACTURER(TYP) 14"x14"X10" PS 1 REDUCING TEE I ECCENTRIC REDUCER(FLAT SIDE PS-2 NOTE 2 I 14"LPAfr ON BOTTOM) 5'-0" PS-2 10 LPA PS-2 PS-2 PS-2 1111 r • N + - II N ■ N N I I' 1 ,. a iw 0 �" ,' ,� 111 a, 10"LPA T EXPANSION LOOP TRENCH DRAIN. .,, ... x I NOTE 4 �� 'IN PS-2 w I -- SEE(AT LOOP) SEE STRUCTURAL 10"x10"X8" P y NOTE 5----' DRAWINGS C REDUCING TEE— 1111 1 10"LPA 14"MUD VALVES M 10"x6"ECCENTRICI REDUCER(FLAT 14"AB5/D.SEE CU102 1 0 14"A65/D.SEE CU102 SIDE ON BOTTOM)— FOR CONTINUATION Z FOR CONTINUATIONI �� I� O 1 ` O w MA501 14"MUD VALVES o sit Iw zl of to w Iw ' i I MIXER MIXERI z I `// (410MX1754_3 1:410MX1753 I F I /1\ I I MA302 ( /` /` 1 lc , NOTES. I CELL 6A CELL 5 CELL 4 I 1. DIFFUSER GRID PROVIDED BY DIFFUSED AERATION OXIC ANOXIC ANOXIC - INFLUENT EQUIPMENT SUPPLIER.NOT SHOWN FOR CLARITY. IN. ; COLLECTION BOX 2. MANUFACTURED WELDING TEE. 3. PS-X REPRESENT PIPE SUPPORT TYPE.SEE PIPE SUPPORT SCHEDULE ON SHEET S013. I J2 4. PIPE SHALL PASS THROUGH WALL,CENTERED ON A J 3 L MA30 1 INCH CLEARANCE BETWEEN THE CONCPENETRATION IN THE WALL WHICH ORETE AND THE OUTSIDE OF THE PIPE ON ALL SIDES. PROVIDE WALL WITHOUT MODULAR SEAL PER DETAIL C/MT502. B , FLGxFLG I 42"SLIDE GATE I MT502 WALL PIPEI 5. INSTALL 1"OUTLET ON BOTTOM OR PIPE WITH 1" VIDES 1/2- I I STAINLESS STEEL BALL VALVE. " 2.2" 1 410FCV15� ) -111--- i �6 MA303 — W.,.'�V:I 444+44rt � ' 311 8"NRD.SEE MT103 8"NRD.SEE MT103 FOR CONTINUATION FOR CONTINUATION FOR CONTIN AT ON - N —th Ne-D KEY PLAN 1:4-:' ENLARGED LOWER LEVEL PLAN Q w 6' 4' 2' 0' 5' 10' ola 3/16"=1'-0" _i o'L 3/16"=1'-0" op PRORF I01 Gam',,,,G1 N&.93i0 Qatt•LJAD p MARCH 2016 iiiiiiimi __ PROJNAME SHEET MI' SHEET:120 OF 288 UNDO cP 93170. S - CLEAN WATER SERVICES PROCESS MECHANICAL 03114118 D..; ani I fl D9N DAC MA103 THIS BAR IS ONE INCH M DURHAM AWWTF AERATION BASIN NO. 5PLOT SRT CAD FILE* we$ WHEN DRAWING IS CICBILW L clear. es BLACK&VEATCH PHASE 5 SECONDARY TREATMENT LOWER LEVEL ENLARGED PLS MA103 aq �z FULL SCALE. ___ Our commitment ie clear. $ APMSDG AS SHOWN REV* DATE owt APPD - DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT PLAN AREA 26757 CwS PROD x ENGR STAMP:EXPIRES:DEC 31.2019 I DIFFUSER GRID BY I I AERATION EQUIPMENT M3 MANUFACTURER(TYP) r\- (NOTE 1) -- 1 1 r1 I I I I N N. MAINTAIN 2'CLEAR FOR ACCESS FO1 R CONTINUATON II L\\. CELL 6F I OXIC ,I/eEFFLUENT i 'MA303 VAULT PIPE SUPPORT SPACINGI 10'4" 15_0" 17-0" NOTE 4 MJPE MT502xPE WALL Q PI I ' � r y-! �- PS-2 PS-2-- 6"LPAA PS-4 42'SLIDE GATE — ei , 410FCV1553 _` .�,rEr, E s. FLGxFLG I 4 6"LPA �_ /WALL PIPE MT502 TRENCH DRAIN ANAEROBIC if-, , 14"AB5/D.SEE CU103 SEE STRUCTURAL MIXING FOR CONTINUATION DRAWINGS ICHIMNEY 1 - ' 42°PE.SEE MT103- - c 1 I 7-6" 14"MUD VALVE ( FOR CONTINUATION 1 O CELL 7 w I DEOX z I CHANNEL z MIXER MIXER MIXER ,. O I (41OMX1752D (410MX1751 (410MX1750 i z O � O ' w MLR PUMP MLR PUMP p ?i NO.1 NO.2 I�W ° \- 410P1401 410P1402 `0/ `O/ `/ z NOTES' \ IO I ^ ` 0 1. DIFFUSER GRID PROVIDED BY DIFFUSED 1 , MA30 / /` /C°E\LL wAERATION EQUIPMENT SUPPLIER.NOT SHOWN MA302 ' y IFOR CLARITY. ' 3 ( CELL 3 r , CELL 2 r _ 2. MANUFACTURED WELDING TEE. ANAEROBIC I ANAEROBIC 1 U �AAA30 I � -I t- 3. PS-X REPRESENT PIPE SUPPORT TYPE.SEE FLGxFLG `0 '" ANAEROBIC M PIPE SUPPORT SCHEDULE ON SHEET S013. MT502 WALL PIPE I 4. INSTALL 1"OUTLET ON BOTTOM OF PIPE WITH 1"STAINLESS STEEL BALL VALVE. I 1 5. SPRAY NOZZLES SHALL BE MODEL H3/4U- I I�! 65400 BY SPRAY SYSTEMS CO.,OR EQUAL. 24"SLIDE GATE - 24"SLIDE GATE - ' r NOZZLES SHALL POINT STRAIGHT DOWN TO 1� 410FCV140410FCV1402-) BASIN FLOOR.NOZZLES SHALL BE LOCATED AT 1/4,1/2 AND 3/4 THE WIDTH OF THE BASIN. PIPE SHALL BE SUPPORTED PER SECTION INFLUENT 15140,PIPE SUPPORTS. COLLECTION BOX---.A.,,..... ANOXIC 3"NPW WITH(3)1-1/2" I SPRAY3).NOTE 5 NOZZLES(TYP 1 I I MIXING 24"SLIDE GATE / OF © CHIMNEY / `410FCV7552 J !// CL El 143.00; I MA303 .....J._.._ __p —, t� MA303 ! FLGxFLG n, $:‘ MT502 WALL PIPE �� I ' ••�•'•�•�%��•� I 3"NPW SEE MT103 -I Mitrtl--•'- / FOR CONTINUATIONI 1 ,(2.- WALL PENETRATION--- MT502 cv op- 24"RAS.SEE MT103 I', N m FOR CONTINUATION - _. r KEY PLAN LOWER LEVEL PLAN 6' 4' 2' 0' 5' 10' ala 3/16"=1'-O" O op PROFC l 3/16"=1'-0" / rP ��9/4iaG I N0. �0 I¢ +IAD �° MARCH 2016 — : PROJNAME. SHEET TITLE: SHEEP:121 �'288 DWG, 2( 9317Q DGGOAC DWG*MA104 CLEAN WATER SERVICES PROCESS MECHANICAL .' allysign THIS BAR IS ONE INCH //�-�r1 c ` _ PLOT au:RT CADFLEA: WHEN DRAWING IS CleanWai; JC1YLceS BLACK&VEATCH DURHAMAWWTF AERATION BASIN NO.5 �� 03/14/161 9 2 ©- PHASE 5 SECONDARY TREATMENT LOWER LEVEL ENLARGED MA104 ��K 9 FULL SCALE. Our commitment is clear. PLdt: *PM SDG SCALE: AS SHOWN SYSTEM EXPANSION PROJECT �a S REV, DATE DRN APED DESCRIPTwR 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PLAN AREA 3(EAST SIDE) �5 6757 PRa,: EHGR STAMP:EXPIRES:DEC 31.2019 I I i I, I ' SEE DRAWING MA106 SEE DRAWING MA107 E DRAWING MA108 FOR ENLARGED PLAN FOR ENLARGED PLAN / 2RENGEDPLAN 1 fl 1 CELL 6D CELL 6E CELL 6F XIC FM OXIC FM 1 O 11 j 1 � T FM I. II CELL 7 1' +�ANAEROBIC DEOXY MIXING CELL 6C OXIC CELL68 CELL6A ANOXIC ` ANOXICCELL 4 - - I CHANNEL i I_ r J I f ( CHIMNEY I i % NCELL 5 I CELL 3 CELL 2 CELL 1 1 II ANAEROBIC ANAEROBIC ANAEROBIC �. r —t` fuAr. OP --- Y INFLUENT -- ANOXIC I COLLECTION BOX- MIXING CHIMNEY IUPPER LEVEL OVERALL PLAN 1/16"=1'-0" I 1 Immoomoomoomoopiioom i��i iv:"i:'ir• ��: �:..i'�i�Stir, — pO it;r:2�ilii:::::; ti cw CO M 0 L N O a KEY PLAN ch 16'12'8' 4' 0' 16' 32' as1/16"=1'..0" Cl O �,FO PRO�c (cfp,r3'"G1 NRF 1O U �JAD MT. MARCH 2016 PROJNAME SHEET TITLE: SHEET:122 OF:288 DWG# K� ��9317Q FP MA1o5 '� CLEAN WATER SERVICES PROCESS MECHANICAL allysi n DAcS DURHAM AWWTF AERATION BASIN NO.S ATE 03/14/18 0EGOg THIS BAR IS ONE INCH �.7 aOT CRC RT CAD FILES WHENDRAWING IS C1eanwate commitment is BLACK&VEATCH PHASE 5 SECONDARY TREATMENT MAI 05 'IN y 20�� I UPPER LEVEL OVERALL PLAN � : a9,� i SDG . AS SHOWN SYSTEM EXPANSION PROJECT S REVS DATE DRM APPD DESCRIPTION 2550 SW Our Hwy. Hillsboro,Oregon 97123-9379 cwx 6757 ENGR STAMP EXPIRES.DEC 31,2019 I I 3 MA301 T { 2 1/2"NPW I 1 HOSE VALVE / � I PG501 (TYP OF 3) I RAILING MOUNTED PG501 HOSE RACK(TYP OF 3) O 1 0 I OPERATOR `1006 III CELL 6D - (410FCV1661) ( I OXIC eh I 101 MA301 410VBF581 METER AIR(1005 I (1005 METER AIR FM I (101 6"LPA, .,.lam , 1••HPA 1005 --•=�a.'; SEE NOTE 1 -�--I. METER AIR 1 410FCV1659 ,I i' I ' — 8"LPA PS-3 PS-3 6"LPA 410FCV1658 410VBF559 PS-9 . 10"LPA 10"LPA i tel. ` 410VBF560 ;`gip _,.4. *vow°�` 10 LPA �_ •111 IM NOTE 3,TYP FLOW CONDITIONER 1"HPA a 6"LPA - (TYP ALL DROP LEGS) (115 PNEUMATIC PS-9 NOTE 1 I v PS-9 1006 OPERATOR LPA I HIGH PRESSURE !--- (1115)METER AIR MA303AIR DRAIN— 11L410FCV1660 HIGH PRESSURE I IMA303 AIR DRAIN �— PS-3 116 PNEUMATIC 1 r ®PNEUMATIC N o 1006 OPERATOR '„ 1006 OPERATOR I O 42"SLIDE GATE 0 (410FCV1550) I I (I 1 z 1 O U COXIC6C COXICB CELL 6A I z ", OXIC I 1 S U I 17 .4\ 1 MA301 WALKWAY SLAB I NOTES' I EXTENSION FOR LADDER I 1. HPA AND NPW SHALL BE ROUTED ALONG EDGE ACCESS INTO BASIN(PYP) I OF DECK SLAB BELOW HANDRAIL SUPPORTS. I 2. PS-X REPERSENT PIPE SUPPORT TYPE SEE PIPE SUPPORT SCHEDULE ON SHEET 5013. 3. PROVIDE SLEEVE AT DECK PENETRATION REVER TO 2/MA301. 21/2"NPW o • .A — ®� -- — -- �.�o •..tip,, _ a I I i4tA.44:4•00•:•0•. . O0.OP•• 1 U L I _ 1 r a I L 3 c0 MA301 IN N KEY PLAN a UPPER LEVEL PLAN 0 F 3/16"=1'-0" 6' 4' 2' 0' 5' 10' CI 3/16"=1'-0" �0 PROFF _ �\`i'�aG I N �`'�O D�LJAD DATEMARCH 2018I '1111.1111111111 - .- PROJNAG- SHEET TIRE: SHEEP:123 OF:288 DWG Q� eCe 93174 immummi D.,. aliyr sIg `� DDAc DWRR MA106 CLEAN WATER SERVICES PROCESS MECHANICAL aTE 03/14/18 o EcoN n • THIS BAR IS ONE INCH MEM ,,�. DURHAM AWTRE AERATION BASIN NO. 5 GADFLIES WHENDRAWAILEGIS �eaOuWtmentiaclCeS BLACK&VEATCH MA106 I PHASE 5 SECONDARY TREATMENT UPPER LEVEL ENLARGED ��: oq 9 2 DSDG scut AS SHOWN ; DATE DRS wrPo 2550 SWHillsboro Hwy. Hillsboro,Oregon 971239379 SYSTEM EXPANSION PROJECT PLAN AREA 1 (WEST SIDE) cws 6757 PROD n. ENGR STAMP:EXPIRES:DEC 31,2019 I RAILING MOUNTED HOSE VALVE 1 PG501 HOSE RACK(TYP OF 3) OF 3 I / (TYP ) PG501 I111114 I — 2 1/2 NPW I I CELL 6E OXIC ' I I 1 115 PNEUMATIC I 1006 OPERATOR— __ 41 IF OV8 562 I -WALKWAY SLAB � __� EXTENSION FOR HIGH PRESSURE NOTE 4(TYP) LADDER ACCESS ✓ _ �� AIR DRAIN MA303 10FCV1662 FM 1---_ i INTO BASIN(TYP) 1 e a a 1"HPA ( SEE NOTE 2 2112"NPW 6"LPW R / SEENOTEI ttrgE WALL PS-3- 4"LPA-) PS-9 410VBF558_ y MT502 PENETRATION I �.. .1=,,,i) r______ H , , , 7"ISOLATION VALVE I --- I \ (101 METER AIR __ \1004 (TYP OF 2)- 101 II I 1"HPA I \1005 METER AIR— SEE NOTE 1 1 CELL 5 CELL 4 I o `8 ANOXIC ANOXIC Cr, 12 I o w D 3 z I Il- IE= i IO0I 0 !� MIXER.NOTE 3 (= � MIXER.NOTE 3 r�` iLi/{ 410MX1754 hi/ w Z CELL 6A `410MX1753 ✓ z OXIC } U 4 MA302 ¢1 d , I 21 I NOTES. 2 1. HPA AND NPW SHALL BE ROUTED ALONG EDGE OF I MA302 IDECK SLAB BELOW HANDRAIL SUPPORTS. I I 2. HPA SHALL BE ROUTED BELOW WALKWAY TO WALKWAY SLAB SOUTHSIDE AT THIS LOCATION. EXTENSION FOR 3. MIXER SHALL BE INSTALLED TO PROVIDE 6" I LADDER ACCESS CLEARANCE BETWEEN EQUIPMENT AND HANDRAIL. 0 INTO BASIN(TYP) 4'X4'ACCESS HATCH 4. PROVIDE SLEEVE AT DECK PENETRATION. REFER l TO INFLUENT TO 2/MA301. 1, I COLLECTION BOX 0 " 0 e a o H-01 • 2 1!2'NPW , ink �)1=4?• • - • •: I I 6::::::::::,,,..:::.1 ill 2 1/2"NPW Li // SEE FOR / L CONTINUATION I a 4T SLIDE GATE at MATCHLINE-CONTINUED ON MT103 E410FCV1551 N 0 03 NN UPPER LEVEL PLAN KEY PLAN 3/16"=1-0" 6' 4' 2' 0' 5' 10' al- Oil 3116"=1'-0" PRO,cF 2887s9��93170.F:iO lid JAD pq7� MARCH 2018 PROSCLEAN WATER SERVICES PROCESS MECHANICAL SHEET.124 DWG# g D._' ails sI n DAC *MA107 THIS BAR IS ONE INCH - DURHAM AWWTF AERATION BASIN NO.5 �°E-, 03/14/16 0 EGON SRT ECAD W0 >r: WHEN FULL DRAWING OWLEG IS G1eao W�commitment is Services ©,BLACK&VEATCH PHASE 5 SECONDARY TREATMENT MAI 07 9y y Zo+° I DG SCALE, AS SHOWN UPPER LEVEL ENLARGED aq,,oCL s SYSTEM EXPANSION PROJECT Reva ogre prw gPPD pescrsiPrroN 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97723-9379 PLAN AREA 2 PRa At 6757 ENGR STAMP:EXPIRES:DEC 31.2019 (--E- EXPANSION 5 MT502 JOINTMAMM FOR CONTINUATION I i I SEE MT103 FOR NOTES CONTINUATION PS_1 1. HPA AND NPW SHALL BE ROUTED ALONG EDGE OF DECK SLAB BELOW HANDRAIL SUPPORTS. ROUTE 1"ALUM BENEATH DECK AND PIPE SUPPORTS SHALL BE AS PER DETAIL I/S012. 1 TURN DOWN FOR FREE DISCHARGE SPACING SHALL BE AS SPECIFIED IN SECTION rl I-1OVER EFFLUENT BOX 111 l 15140,PIPE SUPPORTS. 1 2. RECTANGULAR DUCTWORK FOR ODOR CONTROL I SHALL BE CONSTRUCTED OF 316 STAINLESS n RAILING MOUNTED i STEEL.REFER TO SECTION 15500,HVAC FOR 2 1/2"NPW PG501 HOSE RACK(TYP OF 5) \ I INFORMATION PERTAINING TO MATERIALS,ETC. c I 20"FAD 3. INSTALL STAINLESS STEEL BIRD SCREEN.REFER CL EL 166.83 TO SECTION 15500,HVAC FOR FURTHER II (-75.- HOSE VALVE r INFORMATION. 4. PROVIDE 3"PLUGGED SS WALL SLEEVE PER I PG501 (TYP OF 5) 12»X26» I DETAIL C/MT502,LOCATED 12"FROM PARAPET FAD WALL AND 12"FROM MIXING CHIMNEY INTERIOR CELL6F PNEUMATIC EFFLUENT WALL FOR FUTURE LIME DOSING ASSEMBLING. PS-18 5. INSTALL(2)3"SCH 80 CPVC PIPES THROUGH I OPERATOR 1006 VAULT iPS-1 DECK,ALONG INTERIOR WALL OF CELL 3.ROUTE I 4 PIPES THROUGH TUNNEL WALL AND TERMINATE PS-3 MA303 PIPES IN TUNNEL FOR FUTURE CONNECTION AS NOTE 11(TYP) STAINLESS STEEL i' SHOWN ON MT301.INSTALL CAPS ON BOTH ENDS. 6"LPA rDUCTWORK.REFER TO �{ WALL AND FLOOR PENETRATION SHALL BE PER ' SECTION 15500,HVAC DETAIL C/MT302 USING SS SLEEVES. "� " FOR MORE INFORMATION-- 1-0» 6. FOR EACH MLR SLIDE GATE,OPENING SHALL BE PROVIDED THROUGH DECK THAT IS 6"LARGER 1 » _.c �� NOTE 8 �� 111' NOTE 9 ON ALL SIDES THAN THE SLIDE GATE PROVIDED r r 6 n NOTE 3 �„�� TO FACILITATE ITS REMOVAL.OPENING SHALL BE L I DUCT WALL E� COVERED AND SEALED WITH 114°SS CHECKERED I " 'A "'�® PENETRATION MA303 PLATE PER B/S010 AND 1 1/2"X 114"THICK € t= NEOPRENE GASKET. I 410VBF563 PS 3 8"X40"FAD 1"HPA REFER 7. 3/4"WEEP HOLE SHALL BE DRILLED IN BOTTOM I /11/1 410FCV1663 3"LPA TOC EL 165.33 1` - TO MT103 FOR OF DUCT IN THE LOCATIONS SHOWN.INTERIOR 1'HPA 11- CONTINUATION OF DUCTWORK SHALL BE SLOPED TOWARDS SEE NOTE 1 1 /101 \ DUCT WALL WEEP HOLES TO FACILITATE DRAINING. METER AIR In 8. TRANSITION FROM 8"X40"SQUARE DUCT TO I p 1005 MA303 PENETRATION H-07 12"X26"SQUARE DUCT AS SHOWN.TOC EL SHALL '.3 1"ISOLATION VALVE I II REMAIN CONSTANT FOR SQUARE DUCT. 1 p N-04 NOTE 7(TYP) CONTRACTOR TO SUBMIT FABRICATION N 42"SLIDE GATE DRAWINGS OF THIS CUSTOM TRANSITION PIECE I p 1 410FCV1553 9. TEVIEW. EOENGINEER CCENTR CI I ,, FOR I I TO 20"ROUND PIPE. I TRANSITION SHALL BE CUSTOM MADE TO CELL 7 p 17H 05 H7j CONNECT THE SQUARE DUCT,AT ELEVATIONS 1 o SHOWN,TO ROUND PIPE WITH CL EL AS SHOWN. no I DEOX 2 1/2"NPW e I IN 1 CONTRACTOR TO SUBMIT FABRICATION CHANNEL `5" DRAWINGS OF THIS CUSTOM TRANSITION PIECE I p I z TO ENGINEER FOR REVIEW. II MIXER MIXER MIXER p I 0 10. PS-X REPRESENT PIPE SUPPORT DESIGNATION. p 410MX1752 �410MX7751 - �410MX1750 p j FOR PIPE SUPPORT SCHEDULE,SEE SHEET S013. us I p p z 11. PROVIDE SLEEVE AT DECK PENETRATION.REFER z 1 p i p Z TO 2/MA301. o o I '� <I <II" p w( 11 p i�1II O ►iJl p I z =1 ► � , p ;DCII C II p MA302I m<19 1 T p - ' 3 p H 08 H-09 H-10 p - 1 ,M� p CELL 3 CELL 2 CELL 1 I - 1 p ANAEROBIC ANAEROBIC ANAEROBIC p ( . s�[t,,_ p p _ I I 24"SLIDE GATE 410FCiV1401 I I \\ p p .. •� \ i NM / NOTE 6 MLR PUMP FT_ jill p REMOVAL DAVIT H-11 2 1/2"NPW I 24°SLIDE GATE p i I 410FCV1402 --H-03 p H_12 p II p p 1 r :UTURE LIME 2 1/2"NPW �,���, H-02 OSING ASSEMBLY SEE PT103 FOR f 1 JI .. p CONTINUATION p ; ..„ I MA303 �® :..o...o AIM. NOTE 4 - (2)3"CPVC FOR 1 FUTURE LIME 1 a 24"SLIDE GATE LOOP.NOTE 5 N (410FCV1552 • N co O N� a UPPER LEVEL PLAN KEY PLAN 3/16"=1'-0" w 6' 4' 2' 0' 5' 10' O O 3/16"=1'-0" �O PROp �`` �. Of owo ��,4i- Cr o Q +JAD MTE MARCH 2016 ._.___- - PROJNAML. SHEET TITLE SHEEP:125 288 �''G# Q" 93170, • `� Dncmice milmfoli CLEAN WATER SERVICES PROCESS MECHANICAL p•.• ally sign- DURHAM AWWTF AERATION BASIN UPPER GATE: 03/14/18 O EGON THIS BAR IS ONE INCH PLGT CHICRT cAGfxE•. WHEN DRAWIE IS _ CleanVVatetmentiacCeS Ell BLACK&VEATCH MA108 Our PHASE 5 SECONDARY TREATMENT LEVEL ENLARGED PLAN PL0.y 9 2 t SYSTEM EXPANSION PROJECT a_ A�SDG E AS SHOWN REVA DATE ORN APPD DESCRIPTOR 2550 SW HiNsboro Hwy. Hillsboro,Oregon 97123-9379 AREA 3(EAST SIDE) calx 6757 ENGR STAMP:EXPIRES:DEC 31.2019 I FLOW NOTES: I STRAIGHTENER- CL EL 170.19 THERMAL 1. THERMAL DISPERSION FLOW METERS SHALL BE PROVIDED WITH 3 PIPE DISPERSION DIAMETERS OF STRAIGHT RUN BETWEEN IT AND THE FLOW STRAIGHTENER.YP 42'SLIDE GATE 8X6" NOTE 2 FLOW METER TALL DROP LEGS. REDUCER NOTE 1 (410FCV1550) :" : 1'-5" 6"VBF 2. THERMAL DISPERSION FLOW METERS SHALL BE PROVIDED WITH 2 PIPE C410FCV1661-) 410VBF561 DIAMTERS OF STRAIGHT RUN BETWEEN IT AND THE FLOW CONTROL VALVE. Pr TYP ALL DROP LEGS. NOTE 4 /� 8"X6"REDUCER 3. FLOW CONTROL VALVES SHALL BE PROVIDED WITH 2 PIPE DIAMETERS OF I = I f STRAIGHT RUN BETWEEN IT AND THE REDUCER.TYP ALL DROP LEGS. . ."sa_ k NOTE 6 fJ ‘,1011.1111, 3N/4THFA 4. FLANGE OF ISOLATION BUTTERFLY VALVE SHALL BE UP AGAINST ELBOW. OPERATING LEVEL OPERATING LEVEL 0i a TYP ALL DROP LEGS. EL 167.50 EL 167.50 � � 1"HPA 5. PIPE SHALL PASS THROUGH WALL,CENTERED ON A PENETRATION IN THE �� BY CONTRACTOR WALL WHICH PROVIDES 3/4-INCH CLEARANCE BETWEEN THE CONCRETE II / �- _! 1 AND THE OUTSIDE OF THE PIPE ON ALL SIDES. PROVIDE WALL SLEEVE NOTE 5 j DETAILWITHOUT MODULAR SEAL PER 6. INSTALL 1/2"THREADED NIPP E WITH PIPE FOR FUTURE - BY DIFFUSER DIFFERENTIAL PRESSURE GAUGE WHERE SHOWN TO BE INSTALLED ON n FLOOR SUPPLIER THE P&IDS. I 42"PE MT502 PENETRATION I 8"LPA SEE CML DRAWINGS v - 16"LPA FOR CONTINUATION. i CL EL 154.92n HIGH PRESSURE MA501 AIR DRAIN7. I I I - - _- Ink I CL EL 154.75 r CELL 6C OXIC 8"LPA-. /� Ni ^ MJxFLG / PS-1 I MT501 WALL PIPE TOC .— TOC I EL 142.00 HP EL 142.00 HP J I SECTION SECTION MA102 3/16"=1.-0" MA102 3/16"=1'-0" id NOTE 5 it lir i' j^ §l - OPERATING LEVEL ALI I1— t� EL 167.50 t 10'LPA • • • I NOTE 5 14"LPA CL EL 154.92 I 1 � \\,' TUNNEL ROOF EL 151.00 I SEE MT102 FOR ADDITIONAL DETAILS IN TUNNEL I TOC EL142.00 HP I TUNNEL OPERATING L - / , LEVEL EL 139.00 IN ©MUD VALVE V iii MA501 N o CO 14 AB5/D / N SEE CIVIL / DRAWINGS FOR / I CONTINUATION SECTION 6' 4' 2' 0' 5' 10' t5LPROaF o di MA102 3/16"=1'-0" _ _ QIQI �a 3/16"=1•-•0" �0 N••• NFk'' O, a JAD MARCH 2018 TITLE I =-= -- PROJNANIC CLEAN WATER SERVICES SHEET TPROCESS MECHANICAL SHEET 126 GR 288 oWG= • tall EGONg +DAC ++ MA301 THIS BAR IS ONE INCH DURHAM AWWTF ate, 03/14/18 �Iii //'•.�77 AERATION BASIN NO.5 %Da SRT rwbreEa WHEN DRAWING IS ul@ariWateI SCTVICPS �'BLACK&VEATCH PHASE 5 SECONDARY TREATMENT MECHANICAL SECTIONS MA301 EXPIRES:DEC 31,2019 FULL SCALE. Out commitment is clear. I I SDG sem: AS SHOWN SYSTEM EXPANSION PROJECT b REVS DATE ORN APPD DESCRIPTION 2550 SW Hillsboro Hay. Hillsboro,Oregon 97123-9379 cws 6757 PRQI#. ENGR STAMP: I I I /C4101VIX1754 ) 410MX1753 N MIXER 1 MIXER IF i — OPERATING LEVEL LiEL 167.50 WEIR EL 162.50 _ WEIR EL 162.50 WEIR EL 162.50 WEIR EL 162.50 I CELL 6C CELL 6B CELL 6A CELL 5 ANOXIC CELL 4 OXIC OXIC OXIC ANOXIC I TOC 111 f iv EL 142.00 HP SECTION MA102 1/8'=V-0" I I LJ 1 TOP OF WEIR 4MI3 �EL 164.50 I M' A5"WEIR PLATE OPERATING_ LEVEL EL 167.50 TOP OF WEIR i _ EL 162.67 D ! 42'SLIDE GATE I A5WEIR PLATE -2--1'>',,,.. M��01 [ �+ MJxFLG 410FCV1551 MT502 WALL PIPE ' - 42"PE SEE CIVIL DRAWINGS INFLUENT FOR CI ONTINUATION t�WALL PE COLLECTION MT502 WALL PIPE BOX I TUNNEL ROOF EL 151.00 1 6" I TOC SEE DMT302ITIONAL FOR ADDETAILS H 0-11. 24_ J ON THE NRD PUMPS EL 142.00 HP _ TUNNEL OPERATING LEVEL IEL139.00 __T\ (1-3....\ FL G xFLG _,X. 8"NRD MT502 WALL PIPE -CL EL 143.00 SECTION a MA103 3/16"=1'-0" m Nr Iii 6' 4' 2' 0' S' 10' OFF- D PROFF 0Ol 3/16"=1'_0" ��0��0IN8Fliii 4r- �o W o 1 c 3170. +"JAD MARCH 2018 _--_ PROJHAMT SHEETTRLE: SHEET:127 OF 288 °WG# D•. t^'" sig co .1111111.1111. CLEAN WATER SERVICES PROCESS MECHANICAL O tally +DAC Gt MA302 THIS BAR Is ONE DURHAM AWTRE AERATION BASIN NO. 5 g°a 03/14/18 o4q,"�E° CISCRT GORIER S BAR I ONE INCHS ■®■■ CleanWater Services BLACK&VEATCH PHASE 5 SECONDARY TREATMENT MECHANICAL SECTIONS P tlk MA302 I FULL SCALE. Our commitment it clear. EXPIRES:DEC 31.2019 1 ARV;SDG SCALE. AS SHOWN # �� oRn N Po 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT Cws6757 PRGJ#: ENGR STAMP I 24"SLIDE GATE MIXER MIXER 4'X4'ACCESS 410MX1752 410MX1751 1 MIXER 410FCV1402)---, HATCH 1 I © 13/4:410MX1750_,) N., e 1 OPERATING LEVEL _-- % OPERATING LEVEL EL 167.50 I I EL 167.50 WEIR EL 164.50 WEIR PLATE ,, WEIR EL 163.50 TOP OF WALL EL 164.00 ` TOP OF WEIR MA302 24"SLIDE GATE EL 163.50 410FCV1401) \ 24"SLIDE GATE (((410FCV1402 INFLUENT / ANOXIC COLLECTION ANOXIC MIXING MIXING BOX TOP_ OF WALL MLR PUMPCL EL CHIMNEY7 24"SLIDE GATE CHIMNEY (410P140 2) 4SLIDE 552 nFLGxPE EL 156.50 MT502 WALL PIPE __�JJ 8"NRD -� � ZLJ� I II I TUNNEL ROOF CELL 3 CELL 2 CELL 1 ,-u. '• EL 151.00 i: ELL 4 ANAEROBIC ANAEROBIC ANAEROBIC _ o ANOXIC J I BOTTOM \) SEE MT DRAWINGS OF WALL - FOR TUNNEL PIPING EL 143.50 v • DETAILS / 1---1 I1 --1 TOC • TOC EL 142.00 HP i EL 142.00 HP II TUNNEL OPERATING LEVEL B FLGxFLG WALL PIPE - EL 139,00 I MT502 ( SECTION SECTION MA103 3/16"=1'-0" MA104 3/16"=1'-0" -8--N42"SLIDE GATE WALL PENETRATION/ } - <41OFCV1553) / MT502 g 20"FAD 1 OPERATING LEVEL CL EL 166.00 )- I h -- OPERATING LEVEL MLR PUMP EL 167.50 REMOVAL DAVIT-- ANCHOR TO SUPPORTS(TYP) +- ( I EL 167.50 " ( I TOP OF WEIR �/ �I i 1"ALUM ANAEROBIC EL 164.00 ic-• TOP OF WEIR CL EL 162.82 r>! I ■r�'■ MIXING 4 EL EL 161.50 /1EXPANSION JOINT '-5C"HIMNEY WEIR PLATE A I I OPERATING LEVEL MT502 MA501 1111111111011111111110 1111EL 167.50 n WEIR PLATE _ ll MA501 FLOOR PENETRATION�� AERATION BASIN 42"PE 2�" MT502 EFFLUENT VAULT �,- CL EL 154.75 ��) (( .■�J, r AERATION BASIN 20"FAD REFER TO CU104 FOR EFFLUENT VAULT CONTINUATION 5-1 J 18"RAS 8"SSR 2 3� CL EL 148.79 CL EL 149.27 flo //�� �J 8"NRD I n_FLGXPE `•� CL EL 146.32 MLR PUMP MLR PUMP MT502 WALL PIPE 1"ALUM.SEE MA108 - G CL EL 151.50' CL EL 151.50' f AND MT103 FOR CL EL 145.42 410P1402 �'•l\ 410P1401 / CONTINUATION 3'8" II ��, I ✓) TOC �// 5"-1 - EL 142.00 HP _ TOC TUNNEL OPERATING EL 142.00 HP LEVEL EL 139.00 ( I TOC L •„•_•.3./ 48"ML TO SECONDARY 48"ML TO = CLARIFIER NO.5CL EL 131.00 SECONDARY 2 EL 142.00 HP III SEE CIVIL DRAWINGS CLARIFIER NO.5 a SEE CL EL 131.00 0M cl LOWER LEVEL 4 DRAWINGS FOR LOWER_LEVEL 4 au CCM EL 128.00 7 CONTINUATION - -EL 128.00 N m3 , SECTION MJxPE WALL PIPE MT502 SECTION s' a' z o' s 10'.)c MA104 3/16"=1.-0" o IW- MA104 3/16"=1'-0" 3/16"=1'-0" la (a1 SECTION � •r MA104 3/16 =1-0" 93170 ORM D JAD D MARCH 2018 raoannn c. SHEET n E.MIIIIIIIMMINNIIIMEMIll SHED T:128 288 • • tally sIg OREGON ADAC mot MA303 mown= �M��� - CLEAN WATER SERVICES PROCESS MECHANICAL THIS BAR IS ONE INCH IIIIIIIIII IrleDURHAM A BLACK WWTF re, 03/14/18 0 9N 9 200 anWater ServlceS AERATION BASIN MA303 1`'°c1 I SRT GDPePX WHEN DRAWING IS C1PHASE 5 SECONDARY TREATMENT MECHANICAL SECTIONS Pty FULL SCALE. Our commitment is clear. EXPIRES:DEC 31.2019 SDG s�tE: as sHowN SYSTEM EXPANSION PROJECT `e IiEVs DATE MN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 cws 6757 PROD k. FOUR STAMP: I I I 2"AWWASQ PROVIDE OPENING IN GRATING DECK �� TO OPERATE WHERE NECESSARY OPER NUT—-- COMBINATION THRUST AND GUIDE II 811 Ili BEARING FOR THE SUPPORT OF SHAFTING. TOP STEM GUIDE ONLY. NON-RISING 1/2"EXP ANCHORS STEM GUIDE MIN 2 REQD W/ SHAFT EXTENSION WHERE SPECIFIED EXTENSION--� . I 91i IIT6 UNIVERSALz JOINT I MUD VALVE SIZE AS INDICATED ON 2 11 THE DWGS=At co o,a BODY OF FLANGE TO BE -GROUT PERIMETER�', LEVEL W/FLOOR UNLESS Of FLANGETTINGVALVE AFTER O OTHERWISE NOTED - a �I SE �Z I GROUT -FLOOR of 1 n A 11 MMJxPE FLOOR PIPE I ( MUD VALVE NO SCALE I ( NOT USED ( NOT USED NO SCALE NO SCALE I - WALL immup1'HPA i- DUCT ZIII ADH SS WEIR PL 1/8"BEVEL on ,,, _ �- I 1/4"PLATE 7B" ADHESIVE \ \ ANCHORS y w 3 8"x7/8"SLOTTED \ I 4" wI 30 1"HPA wHOLE(TYP) I � y - e1 m y MANUAL BALL VALVE-_. O' '_-- _.- NJlJ 1 --WEIR WALL ® 14 GAUGE iv, STAINLESS STEELT'MIN ANGLE ALL AROUND 9" SLOTS SPACED 9" 3/4"SS ADHESIVE 1'-8"MAX ANCHORS @ 1'-8" I , _ES MAX CTRS NOTE: VARIES 1. SEAL WALL PENETRATION AIR TIGHT. VARIES-REFER THREADED PLUG TO INSTALLATION DRAWINGS 2 WEIR PLATE ( HIGH PRESSURE AIR DRAIN ( DUCT WALL PENETRATION ao N NO SCALE NO SCALE NO SCALE �n N.- O a nED PROF�c di [31— c."QI ��•�Fia_G I N �'�O 93170.It 9 _ PROJNAME: SHEET TITLE SHEET:129 OF:288 oWOS p • tally sig > _JaD E MARCH 2018 CLEAN WATER SERVICES PROCESS MECHANICAL OREGON y DAC DWG 4:MA501 THIS BAR IS ONE INCH DURHAM AWWTF AERATION BASIN NO. E 03/14/18 oggN g zoN� CHK,RT CAD FILE it: WHEN DRAWING IS C1eanWate —Ser ice$ BLACK&VEATCH MA501 ��GtE�v $ FULL SCALE. our commitment;,clear, PHASE 5 SECONDARY TREATMENT MECHANICAL DETAILS PLCA: SDG SCALE: AS SHOWN -- SYSTEM EXPANSION PROJECT EXPIRES:DEC 31,2019 REV* DATE OMI APPD DESCRIPTION2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 �w 6757 PRO.,# ENGR STAMP: I I I o kt ,N I Ra . �' E� rte` � �' i,,'"> , �I I .; , r ......"0,,,,,,...;,T.-:."-------, 0 . � N . `a ra`t"' ` to `.. ®® . I '644.t.... ,,,,z,,,,„ '':-,..:"'".''..,-,%:,i'•..... AO: t •iii. .,/,,;„,,::::::,'"-7-.1..:4 _- 1 Al'' N''''‘,:. _,, ':4,'.-,,,,,r:iej..:::4,,..,,z I 99 N.,,,,,,,,,,„i,,,,,,,,,,!:.:,,,:tx,,. .,\IisN,„z.,,„..,, ___, .,.r___ -_,•00::::,,,,',1 . r.:,,;;';',/ NN,--,;:;::,,l'..--,N,:, as 1- / .r I/ \•,. ' '''- I I 0 0, • �N N_ AERATION 3D VIEW OlQDPROFF cd Opl tQycp ,,,,93NOFp jwn:JAD oniE: MARCH 2018 PROJNAMe: snEErnne sneEr:130 288 rnvcx • tally sig " �� CO ADAC« MA901 CLEAN WATER SERVICES PROCESS MECHANICAL EGON _ THIS BAR IS ONE INCH r or q �b DURHAM AWWTF n4re: 03/14/18 V 9 zo C1eanWater Services — BLACK&VEATCH AERATION BASIN /� oq� 5 WHEN DRAWING IS M/1901 WFKRT � a: FULL SCALE. PHASE 5 SECONDARY TREATMENT EXPIRES:DEC 31,2019 our commitment„�i�e�. MECHANICAL 3D VIEW pRo SDG SCALE' AS SHOWN �N t DATE 1 D99 I Ngo DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT 6757 ENGR STAMP' , I I -I NOTES: -- --_-=-_-_------_____ � 1. WEIR WASHER SHALL BE WEIRWASHER AUTOMATED CLEANING j�i `��� SYSTEM BY GILL TRADING.SEE 11140 FOR MORE DETAILS. 1 „Z1z...-//17------- -- SCUM SKIMMER �,i (TYP OF 2) \�\ '�`! /// Ilk.V, ill* NO I / i ENERGY DISSIPATING \\ \ (420CD1805 ���� �` i INLET \` SAMPLE SHACK / MECHANISM 4, ..r. 4 �`,a �� Iii/7 DRIVE � �1 \\\ i� a b., —1-1/2”NPW TO � � ���i� WEIR WASHER \ \\ 11 I I �� 4, 4e � lk iiI SEE NOTE 1 I' , 1' MC301 ►lit�� �� 111 1-4 �� � P HOSE RACK �•1 II.4- �, .410, i i i �� /F�►�1� 7�� I I 1 lJ 41 I , I I li EFFLUENT BOX '� ' W r � 4 ��,Ilr ________________?:3:7(Y-6* ��^ S, , \� 2"NPW 9�p �� I �� EFFLUENT '/ / r LAUNDER \ ACCESS / WALKWAY I "rte \ "SI_z,/ I SCUM WETWELL IV \ \ 1 '-'17 � // DENSITY / D` / BAFFLE CURRENT �\ / 6"SSC.SEE CU103 / '` 1 TANGENTIAL SCUM FOR CONTINUATION / i !` SPRAY BAR MC501 SKIMMER ARM(TYP) , \ 0/,,, AT , \ i / i \\ \ MC3O t ---� % 3"NPW.SEE MC1002 FOR CONTINUATION `��_ --- I N N UPPER LEVEL-PROCESS MECHANICAL PLAN ¢til rn 92' 8' 4' 0' 10' 20' PROF O OI 3/32"=1'-0" O�.e..0,,,GINS, • cr 193770 > DRNJAD k MARCH 2018 ---mismimmi -- PROJNAMe. SHEET TITLE sNEE-r:131 �:288 DWG p • tally sig - CLEAN WATER SERVICES PROCESS MECHANICAL OREGON DAC x MC101 THIS BAR IS ONE INCH �1 DURHAM AWWTF SECONDARY CLARIFIER NO.5 ATE 03/14/18 o..1%q V 9 z°^0 p«RT CAD E- WHEN DRAWING IS clean ommit-lir-Services a BLACK&VEATCH PHASE 5 SECONDARY TREATMENT UPPER MECHANICAL PLAN PLOY MCI 01cLEra+ S---- _ FULL SCALE. Our cammitme"t is clear. EXPIRES:DEC 31.2019 g A SDG : AS SHOWN `e REV# DATE DRN App" DESCRPnSYSTEM EXPANSION PROJECTON 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 cws 6757 PR"J 7t. ENGR STAMP: I 111 llill 1 N.N. \\ \\ I // // // / \/ \\ \// A\ il 48"ML \\\ A i I SLUDGE MANIFOLD �` \ M/C301 !! / (:1°.:4, \\), J SLUDGE SUCTION if )//I/ �� / 11 / HEADER ii V A\ /// // il 24"RAS //N_ i/ \\ /I \ // // \\\ /.! 14"SC5/D // \ /j/ i�� \ ,!/• \ // ` // / *4 /\\ 3"VBL \ \ 2"HOSE VALVE(---6--, \ 3"NPW TO ACCESS 1r- (TYP OF 4) PG501 // �� 2"NPW //i% 2 V Ate. / K MC301 II vv / HOSE RACK PG501 3"NPW SEE CU103 ��% FOR CONTINUATION -\\---- = 2"VEL1 —, — �� n 2"NPW Q La 0 � N LOWER LEVEL-PROCESS MECHANICAL PLAN III W 3/32"=V-0" --- 12' 8' 4' 0' 10' 20' �p PRD cF OIO R44S�... �� 0 0l 3/32"=1'-0" cp ,0,,,,,,,.. O -...-_- PROJNPME: SHEET TITLE: SHEET:132 OF '2gg pWG# p'..tally17s�g -, Q p��JAD MARCH 2018 �� --- -- ---- -- --- CLEAN WATER SERVICES PROCESS MECHANICAL OREGON `� CfeERTDSNI Mc102 DURHAM AWWTF SECONDARY CLARIFIER NO.5 DA 03/14/18 oq'N9 zo`0 THIS BAR IS ONE INCH S RT CAD fdtER WHEN DRAWING IS �C'111W�Er�\`'SeIV1CeS lal.BLACK&VEATCH PHASE 5 SECONDARY MC102 �n l ii FULL SCALE. Our commitment it doer. O DARY TREATMENT LOWER MECHANICAL PLAN $ ^ SDG SCALE: AS SHOWN SYSTEM EXPANSION PROJECT EXPIRES:DEC 31.2019 c REV* DATE prat #ppp DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 P1ROJ 6757 ENCR STAND' I I C420CD1805 MECHANISM DRIVE I --V-NOTCHED WEIR�� SCUM SKIMMERENERGY EFFLUENT BOX CREST EL 158.20 MC501 1 il -- PROVIDED IBY MFR CLARIFIER INLET CLARIFIER WALKWAY MINIM EL 162.50 NW _ - ___ _ _ _ _ CLARIFIER WALL MJxPE I_ EL 162.00 MT502 WALL PIPE ;, TOC �'� 1 111 F ? EL 158.50 48"SE r CL EL 152.50 ' 1 I SEE CIVIL _ I;�) FEEDWELL DRAWINGS FOR I DENSITY �, /\\� 1i1� y CONTINUATION CURRENT BAFFLE I,F/� ,AIVA / '-9�0-AvAiTCE TER MINATERI �_� �_: TERMINATE INFLUENT PIPEI — — ���� '-" ��1p AT BASE OF CENTER PIER —� I II� _ — CLARIFIER FLOOR ■i. - -- -- ---_.--- -----_` i EL 140.00 48"ML CL EL 134.15 In 11 ' ' / SLUDGE MANIFOLD ' COLLECTION ARM - I II [I i e•_ — — — — — — BOTTOM EL 130.90 SLUDGE SUCTION SEE CML DRAWINGS HEADER FOR CONTINUATION- INOTES: 1. TERMINATE VALVE STEM AT GRATING WITH NUT OPERATOR. SECTION 2. PUMP GUIDERAIL.STAINLESS STEEL SUPPORTS,INCLUDING MC101 1/8"=1'-0" SIZE,ANCHORAGE,AND SPACING,TO BE PROVIDED IN ACCORDANCE W/MFR RECOMMENDATION. 3. EXTERIOR EQUIPMENT PAD SHALL EXTEND 3'BEYOND 8"yCK LIMITS OF PIPE IN ALL DIRECTIONS. 4tavelo11 6" NOTE 2 VPL FLUSHING 465 VPl1 12 i(Th -i CONNECTION SCUM PUMP GUIDERAIL MP5O1(TYP BOTH LINES) WETWELL PER MFR 6"SSC —NOTE 1 WEIR CL EL 160.00 I ACREST EL 158.20 I EXTERIOR Fr CLARIFIER WALKWAY SOO MT AD ."" "—' - 1 EL 162.50 (NOTEEQUIP3)ENP REFER TO CU103 FOR CONTINUATION a - SCUM BEACH PS-7 i� PROVIDED BY MFR (�WALL MT502 PENETRATION ,..._... �,I III 6„SSC SUBMERSIBLE CHOPPER PUMP 14"VWG MT502 MJxPE FLOOR PIPE CLARIFIER DRAIN PLUG 2oWy y PROVIDED BY MFR 14"SCS/D CL EL 134.50 SEE CU 103 I FOR CONTINUATION I =' ; III I 1 \�14"SC5/D BOTTOM CL EL 134.50 � EL 130.90 1 I 5 02 A MT5 MTMJxPE WALL PIPE !502 FLGxPE WALL PIPE CONCRETE FILL 2 II a ri SECTION N- u, 1/8"=1'-0" co•o,• Nco s- 1O :4 lh 6' 4' 0' 6' 16' <F III 1 .. � � � O PROF oI< 1/8"=1'-0" G4`,,,G1Nf "0 ID ______ I 93170.9 > JAD MARCH 2018 MIIIII _ Pao,ane. SHEET mLE: SHEET.133 288 DWG 1 • tally SigOREON '' `� ADAC (AV"MC301 ��� �� CLEAN WATER SERVICES PROCESS MECHANICAL PLTE. 03/14/18 g4`9G p%i THIS BAR IS ONE INCH IIIIIIIII /-.7 \\\c���_` DURHAM AWWTF SECONDARY CLARIFIER NO.5 �q SRT CAD * SBARI ONE v!C'111YVcllCI JCIVICPS BLACK&VEATCH MC301 �cl $ PHASE 5 SECONDARY TREATMENT SECTIONS PLC* EXPIRES:DEC 31.2019 I FULL SCALE. _-�_ Our commitment ie clear. Q SDG AS SHOWN �� Dart arro DESCRIPTION 2550 SW Hillsboro H . Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT max 6757 ENGR STAMP I I 2 5/8"X 4° 5/8"SPACE BETWEEN SLOTTED HOLE ENDS OF PLATES IN WEIR(TYP) ip / 6-3/8"SS FLATHEAD / MACHINE BOLTS IN `.' 90° / COUNTERSUNK HOLES eh Mis INPW PIPE,SEEN DWGS FOR SIZE 1/4"THK x 5"DIA SS WASHER SEE NOTE 2 c+ N WITH 3/4"DIA HOLE SS PL1/4 CENTERED(TYP)2 5/8"X 4" SLOTTED HOLE IN WEIR(TYP)- ELEVATION SS PL1/4x3x10 SEE PLANS FOR 1 1/2"x 3/8"SPLIT-EYELET XXX 1 � 1 1/2"COPPER,TYPE L ELEVATION CONNECTOR(TYP) OF BOTTOM OF NOTCH \\l 1 1/2"GLOBE VALVE II 1 1/2"x3 3/4"SS CONC ANCHOR —�" 1/8"MIN, OR 1/2"SS ANCHOR BOLT W/ 1/2°MAX NUT&FLAT WASHER.USE -'-' ANTI-SEIZE COMPOUND ON \ THREADS 1 NOZZLES SPACED EVERY 4'-0" 3/8"COPPER,ROTATED AT 45 TOWARDS WATER 1 1/2"COPPER UNION SECTION (TYP OF 2) SURFACE(TYP) - --- r _.1 NOTES. 1"=1,-0" BETWEEN EFFLUENT LAUNDER AND I l CENTER FEEDWELL 1. ALL EDGES,VOIDS,AND SPLICES SHALL BE SEALED WATER TIGHT WITH . SYNTHETIC RUBBER. 3/8"STAINLESS STEEL 6, e 2. ANCHOR BOLT SPACING-12"OC FOR STRAIGHT WEIRS AND 2'-0°FOR SPRAY NOZZLE(TYP)--- CIRCULAR WEIRS. I 3. WEIR TO BE SET LEVEL TO PROVIDE UNIFORM DISCHARGE. SPRAY BAR V-NOTCH WEIR PLATE INO SCALE NO SCALE I I I I 1 an • n n- Nco N rC p H -nED PROP ,„, ��I 0�,GINEF-3,6 w �� a 9317D•P to ow+J/+p DATE: RC1 zola �� ����� PRo NAME CLEAN WATER SERVICES SHEET TITLE: PROCESS MECHANICAL SHEET'134 �:288 ONGa • t3ORE ON °x"DAC THIS BAR IS ONE INCH DURHAM AWWTF SECONDARY CLARIFIER NO.5 DATE' 03/14/18 0.91"0"9cu 2 5 'RT CAD Pxelx WHEN DRAWING IS ��• CleanWater Services p BLACK&VEATCH PHASE 5 SECONDARY TREATMENT DETAILS MC501 S-— FULL SCALE. _ ��� Our commitment ie clear. Kat EXPIRES:DEC 31.2019 A SDG AS SHOWN ova DATE DEW APro DESCRIPTION SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT Awa 6757 PROD#. ENGR STAMP: I I -__._ I ''1".;-,,,,. ,,,.: ' :rr / 3' I:vS+mute ,.. 'e! L 4 ,f -` -' `! rA+ .+ , a• ,.,.,. \, \ 1 1 :'il..nillif--';'''''S.'-' — ./ ,iiini- - [ i4...-----'b.,-- 'Ili' '-.-I-M'g—W'dll:ij '.------,dir ..,..:_,.„._=,,,_, ,—,,, 7; .W1::.,,,r.:-..:'''''-' SAn�M' „'!!.,,,,,4,',' `l1 —® i � "��\� �G: � 0. B� ►� Jr y7 1 ' I � ® �i!® s� :._-_,.,,,,,,,,,I.� II 'rj r. ,1 F ;:°mss / I _ w / ) ' "'A::Fe.:x,,,:,-.?.:',-J4.:-...,,„,::i -7,7-71,'"I ' I,'';''','..,,;' i..: 1;,• \ 9 M,x,ri= e \d• R ,„.-4.-.-r,"•-:: fid �,I I � x •11 .:. - il�Mi / • \ • � - ------ I oQ if? °' 3D PERSPECTIVE N so 1ii 7, 4.QseO PRO,c, OSI S�v�`` .93170•! O_4 a .IAD DATE:MG MARCH 2018 -._ PftOJNAME: SHEET TITLE: SHEET:X35 OF:j8$ OWGR D,• tally sly CLEAN WATER SERVICES PROCESS MECHANICAL OREGON DeNoAc m"° MC901 THIS BAR IS DRAWINGONE ISMiiIIMINMIi DURHAM AWWTF SECONDARY CLARIFIER NO.5 DATE. 03/14/18 oq""g 20 SRT cADPxEet WHEN I5 �EanWater ServlCes Q BLACK&VEATCH PHASE 5 SECONDARY TREATMENT MC901 yOCLE $ FULL SCALE. our�ommstm�nc„Ter. MECHANICAL 3D VIEW pLD I 1 SDG SCALE AS SHOWN SYSTEM EXPANSION PROJECT EXPIRES:DEC 31.2019 S REV# DATE ERN APPD DESCRIPTION 2550 SW Hillsboro HvJy. Hillsboro,Oregon 97123-9379 c�Ns 6757 PROJ A: ENGR STAMP: ISEE DRAWING SEE DRAWING MD101 MT103 FOR PRESSURE 8"FLOWMETER FOR CONTINUATION I i CONTINUATION MP501 REF ASSEMBLY 465FE1905 -MONORAIL ABOVE P301 ai SEAL WATER NOTES' 8"VPL l , 465VPL907 - 8"SS STATION(TYP OF 6) MP501 RI51.28 1. 2"PW(BELOW)CONTINUES ON PLUMBING NOTE2 ill' I DRAWINGS. I' PS 17 I 8"WAS SUCTION 14"SC6/D FOR FUTURE 'i i1 . - ! (fYP OF 2) j CONNECTION. 2. FURTHER DETAILS ON PIPING IN THIS AREA ON 4 { 2) bill 1.?Ilt��l 6�0!! J err , 10�" _— / TERMINATE W/ DRAWING MT103. I — (NAP PUMP —'�' fop�� _ �r RESTRAINED PLUG 3. PS-X REPRESENT PIPE SUPPORT DESIGNATION. a- t/ -•_ I FOR PIPE SUPPORT DETAILS SEE SCHEDULE ON 1 " MEIM �` SEE DRAWING SHEET S013. MT103 FOR roil= I CONTINUATIONlapp1'1 d IIS la 3/4 HPA 1 J; $�I{ - CL EL 150.46 465P2002 PS-16 PS-15 II li 8'X12'RED IPS 11 pS 7 PS 21 E 465,12L905 P/ "...,===''''' ���implii,t17171::::70....• i�s«��IC ;� uI r Ii1r PS-16 :-M_P33°224"X12' PS-15 J3/4"HPA 18"RAS 465P134'-0'CL EL 151.19 CL EL 148.79411,211 MJxFLG , 5 PS 7I MT502 WALL PIPE Il 11CI lb ■ ■I�Com'{Ill-111���IIR� ';a _ � ° 21 I�-,_. PSz1.-- a wl= was 1 SEE CU103 FOR 465P14w "PIPE CONTINUATION _I� ' �II� �; YPO2}TION ler :wrm � s,%� T�r ._I._ _��_ ��llw�iY.��.��ai 11' ,!1 �I�J>• �� �r� III�IIZ1 (8.1-1r1151.37 "NPW -_, i II 4' M�� r' � 1 I MI CL EL 151.37 PS 21 P5 21 3 NOTE 1 ',PRESSURE I ( o"Z1 I�1111 III 6"NPW r 1 RELIEF CL EL 152.67 MP501ASSEMBLY .1 ' 1.MP30' (RAS) '■,i J~ 485P1901SIDE STREAM RAS„ � �� PUMP(fYP OF 2) t RED 5 i6 LOWM T Iu��iMPv02 465FE7900 ��1 _.' ■, r� PS-7, I1I 112 TOOL AIR �� Eur' I� 'Ir” 1 ■' � I1 ��I 1���1I 'I �I-- le ! �Ia iI �I�� "Il II{ I 1005 •' o. �L i1{ I ��' a ���' III� PS 10G ■ r PS-21 _ __ 18"RASn �� SUCTION _441111 I' ,wu�mca.�uWro, eassa��c ZPS-13 / (TYP) 24"RAS FROM I DISMANTLING JOINTnSECONDARY CLARIFIER 5 III _37- RAS PUMP18"RAS ` I) SEECU103FOR �._ OF 2 ' CONTINUATION16"VPL - (NP ) =FLOW)' 465VPL902 = _ 465P1902 — _ `' _ r uuuuu �' 2'6" 24"X18"RED I UP 78"VPL �1 ��. PS 7465VPL903 d �in'Nyo (��1� ��"IIllialI�������i{��!��,��{�1�11� IIIIIII� r/ NNNNillite 1.311111111 ill BIRD*x�"� II �ur�elr 711 ill. tivat MP302 8"WAS Ail uuetrn ,)me neee� a5 " MJx1".PS-8 MIMiI 0- �! ■1p� i`i 111110":01- PIPE(T WALL 11■_� II�M '� 1'I=I1 / PIPE(TYP) MT502 6"NPW '1 Ali 0I ME rr�€e,., I'=:�,e�,0.1LrEll iii� SEE CU103 FOR MP301 M�I�111� IbilI`ir :w��11i ILII PCONTINUATION 465VPL003IFF a — CI PS-14 = yVPL 8"VPL 465VPLI 1 WALL PENETRATION M ,II nPRESSURE RELIEF 465VPL002 18"RAS o PI (WAS) ggi � v DISMANTLING' I 4"FLOWMETER 1. 111i i I a ( .-_ __JOINT__ (465FE2000� l MATCHLINE-FOR CONTINUATION SEE SHEET MP102 115 e N - r r) N m I p1{^ j7'-6. 6.-1" 3._7" f aw RAS/WAS PUMPING PLAN (NORTH) 4 2 0 4 8' pD PROpF olOa 0 I- 1/4"=1'-O" / .= 1/4"=1'-O" 5��GI NF /O 0. ��� � 93173. J QJAD E MARCH 2018 _- PROJrau^e: SHEET TITLE SHEET 136 288 rnvc• p • tally stg`� D J mat MP101 CLEAN WATER SERVICES PROCESS MECHANICAL ✓OREGON THIS BAR IS ONE INCH DURHAM AWWTF RAS/WAS PUMPING w�e: 03/14/18 4qqN g Zo_rc� cxxRT cnbFuex WHEN DRAWING IS CleanWateL Service'$ Q BLACK&VEATCH MP101 yoeLE FULL SCALE, our commitment s Tar. PHASE 5 SECONDARY TREATMENT MECHANICAL PLAN SDG AS SHOWN SYSTEM EXPANSION PROJECT EXPIRES:DEC 31.2019 6 REV/ DATE DANAPPD bEsuawnoN 2550 SW HiOur Hwy. Hillsboro,Oregon 97123-9379 (NORTH) cwsx 6757 ENGR STAMP I I 11 Mf P30� T I I f I -` MATCHLINE-FOR CONTINUATION SEE SHEET MP102 I I i I PUTUREMPS STATIASON PUMP STATION FOR SECONDARY I CLARIFIER 6 I H I I 1 I 1 I i I II H H4 I I ' i I 1 -T 111 m Q. .U) i oo M No RAS/WAS PUMPING PLAN (SOUTH) N .,,_ 4, 2 0 q, 8 4,' D PROFF 0Ip 1/q'=1'-0" ��S��G I N FFA ip D 93170‘ I( DRN:JAD DATE: MARCH 2016 i —'ORIG �'ROJrvnMC: SHEET TITLE: SHEET 137 GE'288 DWGtl D•• `ally Sig a — MIIMIIIIIIII \\`IIIMI MM CLEAN WATER SERVICES PROCESS MECHANICAL ✓OREGONe ":DAC aH1r MP1o2 — DURHAM AWWTF RAS/WAS PUMPING °l op BAR IS ONE INCH — _ °E 03/1q/1g 'IN 9 zo CIeanWater Services ®.BLACK&VEATCH M P 102 SRT CADFlLEk WHEN DRAWING IS Dc.E. FULL SCALE. oar�amo;lmeD1 a ae�. PHASE 5 SECONDARY TREATMENT MECHANICAL PLAN Kett: -- _ EXPIRES:DEC 31.2019 SDG scue. AS SHOWN 2550 SW Hillsboro HW, Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT (SOUTH) CWS 6757 OREVS 1 DATE DRN APPD DESCRIPTION PRS k. ENGR STAMP. I iti 21119 BOT OF UPPER �� ____L__TUNNEL ROOF � �� EL 159.00 �jr /J r I I I t — 6"NPW \___ CLEL152.60-. — ____1 i _ L 8"SSRPS-13 N N N ;Jr CL EL 151.46 r co co cn 8"WAS 12'0" 9.-4" a T_0" a 7 3„ a 5,-0" °-3,-6" -,- \ l CL EL 151.46-� a w \ N y O a a ..a kY _ ��1 __ _ iiou .N v X11 V-6" i►di it �� �� \� a a a lch I 18"RAS �� ����'�P� CLEL148.79-- - _ - FUTURE RAS/WAS PUMP STATION FOR SECONDARY CLARIFIER 6 fII -V-1" 9" 9" 1 6" - PUMP t --- •■ n n - I CL EL 142.84(TYP) -�-'_ ...A-, / / to) �/ \� �//Nati q: FIMA- , ! t�` � 465P2001 TUNNEL OPERATING ______ Il II ".,It Air. imii ^ 11 ^ t. I r'9I EL 139.00 LEVEL �a � 11 4. I i a -a 1 /11� roti �r�=� 465P1903 \ I �T_ ' / � �465P1904 -- / V 485P2O02 )-/ `465P1902 J 465P1901 SIDE STREAM WAS PUMPS .-------RAS PUMPS RAS PUMPS 14"SC6/D FOR FUTURE glit,Ii SECONDARY I, l ' SECTION CLARIFIER 0O.6 CL EL 133.50 — MP101 1/4"=1'-0" I 8"SSR 8"VPL 8"WAS 465VPL002 i CL CL EL 151.46IIII _� 7 i L _ I ± BOT OF UPPER I i L _ f L- TUNNEL ROOF 7 T 7 i EL 159.00 I a a /a a a 2'-18:4,./z '4" 6"NPW / ��� CL EL 152.60 11" 1 ' WALL PENETRATION tf:Ll I 1 1 I �l - -" MT502 Q 8"SSR $ -.MS0 CL EL 151.46 1 ..� Illl y� +1, �- t I - 4' PS 14 18"RAS 2'-7" CL EL 148.79 PS-14-- 2'-O 1 30'-4" TUNNEL OPERATING LEVEL EL 139.00 a N \ .^ Ec'i N- Io (-2-- SECTION MP101 1/4"=1'-0" a0 4' = 0i •ii ,,FO PROFF PROJiNME: tally sig 4 +JAD VE. MARCH 2018 ` T - j SHEET SHEET:138 288 Gwcx I 01 D OREGON +'DAC dvcx MP301 — - CLEAN WATER SERVICES PROCESS MECHANICAL DURHAM AWWTF RAS/WAS PUMPING DATE: oq THIS BAR IS ONE INCH PLOT 03/14/18 4414, q1 9 210 AHSDG Crop: AS SHOWN WHENDRAWINGIS C1eanWmmi is clear services © BLACK&VEATCH MP301 hOCL cHK:RT caGpaEs. PHASE5SECONDARYTREATMENT I FULL SCALE. Our comm,�eot„sear. MECHANICAL SECTIONS PLCM SYSTEM EXPANSION PROJECT EXPIRES:DEC 31.2019 REvp J DATE oRN aPPo DESCRIPTION 2550 SW HBlsboro Hwy. Hillsboro,Oregon 97123-9379 cws 6757 PROJ It ENGR STAMP I r _ _ BOT OF UPPER BOT OF UPPER r TUNNEL ROOF _ TUNNEL ROOF NOTES' _ EL 159.00 EL 159.00 PS Zt PS-13 a Z'8" 1. EACH SECTION IS TYPICAL OF 2 PUMP ASSEMBLIES. 1:7:1- --� tv PUMP AND VALVE TAG NUMBERS ARE SHOWN FOR T 8"SSR !_,1 a a MORE INFORMATIOONE PUMP N. SEE MP101 AND P&IDS FOR CL EL 151.46 8"VCK 8"VPL 18"VCK -8"SSR 18 VCK921 18"Wye 8"WAS 465VCK941 CL EL 151.46 2. WHEN PUMP NOZZLE IS MORE THAN 1 PIPE SIZE SMALLER C CL EL 151.46 F 8"WAS THAN LINE SIZE,MULTIPLE REDUCERS SHALL BE UTILIZED. 110 PRESSURE 465VWG912 REDUCERS ON PUMP NOZZLES SHALL NOT REDUCE II 1005 GAUGE "1 ! A 110 PRESSURE ini�����` NE�) CL EL 151.46 MORE THAN 1 PIPE SIZE ATA TIME. i1 CI005 GAUGE PS-14 NOTE 2- J 18"RAS 113. SEE SHEET MP101 FOR DETAILS OF SUCTION HEADER \iI / IEEE ii 0'�,f�. CL EL 148.79 NOTE 2 OUTSIDE STRUCTURE. DISMANTLING it . (� II 111.111i �G`i1.5/ 1� -DISMANTLING JOINT DISMANTLING r JOINT -- .. - JOINT \ -MJxFLG / 1 485P1 i; __ 485P1902 WALL PIPE MT502 MJxFLG lrl - 11ilbi, ir NOTE 2 WALL PIPE MT502 fik r-''r'I \ �I ,ii'mil am, r, �i i• l I,1II,,:"i:r nil Tim _ �".NI=!lc NOTE 3 8"VPL NOTE 3 1 i TUNNEL OPERATINGLEVEL465VPL941 TUNNEL OPERATING ---- ---- - _ LEVEL EL 139.00 _-, EL 139.00 NIB /110 PRESSURE GAUGE NOTE 2 ' 18"VPL `1005 (465VPL921 D HYPO I 18"RAS SUCTION 8"SSR MP501 INJECTION POINT CL EL 142.84 CL EL 142.84 (Th SECTION SECTION rMP101 1/4"=1'-0" MP101 1/4"=1'-0" rBOT OF UPPER TUNNEL ROOF EL 159.00 ���� ' l H I , ' OPERATION LEVEL BOT OF UPPER EL 161.00 ■ r TUNNEL ROOF N I 1 1 EL 159.00 a 8"WAS PS 13 6"NPW 110 PRESSURE CL EL 151.46 N CL EL 152.67 8"SSR r 1005 GAUGE - to 8"SSR CL EL 151.46 8"WAS 6"NPW CL EL 151.46 �la� CL EL 151.37 DISMANTLING 8«VPL �.- PS-15 ✓r� ^> JOINT -- � T 4" - --- , i�i)7 .i Ci [_=>r�� 465VPL021 4 4- MJxFLG z /.�' '� 8"WAS SUCTION WALL PIPE MT5021\ _ _ T l - =- ,, l eh18" ```•�_ � 18"RAS CL EL 142.84 " _ RAS `-P ----CL EL 148.79 NOTE 2 '1- CL EL 148.79 �Mi��� `0 N TE 3��, 465P1901 �I� ) 6"NPW � 1 2-8" '1114 16"RAS r 465P2002 .1 _ __ 1� it 465P1902 CL EL 143.44 CL EL 148.79 Iii.."�� ;: #�C:�� [ ❑ , D❑ (�� =���.r., N. SEE MT103 FOR r TUNNEL OPERATING -.'1; �// CONTINUATION s, LEVEL gig a}a C EL 139.00 EM ���� �� �� TUNNEL OPERATING 8"WAS ? LEVEL CL EL 142.27 8"VCK / \ ` a 0 EL 139.00 465VCK021 465VPL022 ) I a.a. 8"WAS 91 CLEL141.09- -SEAL WATER (-Ei--\ N STATION o SECTION SECTION ( ) MP501 SECTION N MP101 1/4"=1'-0" MP101 1/4"=1'-0" MP101 1/4"=1.-0" a Q lil _,rEO PROF„ �tQ � G I N P :O �I O F ori 93170 It> ORN:JAD DATE MARCH 2016 PROJAMME SHEET TITLE: SHEET:139 DP:288 .. D tally sig m CLEAN WATER SERVICES PROCESS MECHANICAL OREGON Ds+DAC OWO# MP302 DURHAM AWWTF RAS/WAS PUMPING PLOT o'/A/ �0 THIS BAR IS ONE INCH ��vvll DATE 03/14/18 N 9 z0 RT DADs WHEN DRAWING Is Uleancmmit Services 121 BLACK&VEATCH PHASE 5 SECONDARY TREATMENT MECHANICAL SECTIONS PLC* MP302 EXPIRES:DEC 3 2019 r - $ .._.__ FULL SCALE. Our commitment is clear. $ :SDG SGALE: AS SHOWN DATE owl Amo DESCRIPTION2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT 6757 p PROD a: ENGR STAMP. I I MECHANICAL TIE ROD SCHEDULE - 1xP INCH TAPPING SADDLEJ PIPE SIZE SW MINIMUM TIE RODS PIPE SPACERS STEEL PIPE SPACER SHAPED TO FIT PRESSURE(PSI) NO.OF RODS DIA OF RODS DIA OF SPACERS LENGTH=C PIPE BACK OF FLANGE(SEE SCHEDULE) (INCHES) LENGTH=C • (NOTE 1) (NOTE 2) (INCHES) (INCHES) (INCHES) SCHEDULE ` NPW • „ > _ 4 350 OR LESS 2 3/4 1 2 1/2 40 FLAT WASHER 250 OR LESS 2 u. 6 350 4 3/4 1 2112 40 ik oglm0000000lei000, INJECTION QUILL, `., , THREADED TIE ROD MODEL EB-155 BY - 150 OR LESS 2 U_+�1i— N NOTE 1 OR BOLT-STUD PROCESS PIPE, SAF-T-FLO,OR EQUAL 8 300 4 3/4 1 2 1/2 40 NOTES: 350 200 OR LESS 6 2 SEE NOTE DIAMETER"P"INCHES 1.SEAL WATER SHALL BE ROUTED TO 10 350 4 3/4 1 2112 80 PUMP INSIDE TRENCH DRAIN AS 150 OR LESS 2 CLOSE TO THE PUMP AS POSSIBLE. 12 300 4 3/4 1 21/2 80 350 6 100 OR LESS 2AM 14 200 4 3/4 1 31/2 80 350 6 iipr___________CHLORINE INJECTION POINT SEAL WATER STATION150 OR LESS 4 NOSCALENOSCALE 16 250 6 3/4 1 3112 80 I 11111350 8 4 —I1 18 9� 8 3/4 1 31/2 80 I 350 10 3'-0"MAX THREADED TIE RODS 700 OR LESS 4 (SEE SCHEDULE) 150 6 DxP TAPPING 20 200 8 3/4 1 31/2 80 SADDLE 300 10 TIOTFR' P"VBL 350 12 1. PRESSURE SHALL BE THE PRESSURE AT WHICH THE PIPE IS - 100 OR LESS 6 HYDROSTATICALLY TESTED,OR IF THERE IS NO HYDROSTATIC FIELD PRESSURE RELIEF 150 8 TEST,IT SHALL BE THE SPECIFIED SHOP TEST PRESSURE. DRAIN,DIAMETER"P", P4 200 12 30 /4 1 31/2 80 —-+ • SCH 80 PVC 2300 14 2. UNLESS OTHERWISE INDICATED,TIE RODS SHALL BE SPACED CAMLOCK FITTING 350 16 UNIFORMLY AROUND THE PIPE,BEGINNING WITH THE FIRST TWO AT 100 OR LESS 8 THE HORIZONTAL CENTERLINE OF THE PIPE,SUBJECT TO THE APPROVAL OF THE ENGINEER. 30 200 12 1 11/4 4 80 PROCESS PIPE, 250 16 3. EXCEPT WHERE TIE RODS ARE REQUIRED,BOLTS FOR FOLLOWER 100 OR LESS 8 RINGS SHALL BE TEE HEAD BOLTS. D P DIAMETER"D" 150 12 <=10" 1" 36 200 18 1 1 1/4 4 80 4. AT CONTRACTOR'S OPTION,4"THROUGH 48"MAY BE FURNISHED AS >10" 2" 250 22 MECHANICAL JOINT STYLE WITH TIE RODS,OR POSITIVE LOCKING 100 OR LESS 8 SEGMENTS AND/OR RINGS SUCH AS AMERICAN PIPE 14"THROUGH 36" 150 12 SIZE MAY BE FURNISHED AS FLEX RING STYLE RESTRAINED JOINTS 200 16 1114 11/2 4 80 AND 42"THROUGH 64"SIZE MAYBE FURNISHED AS LOC RING STYLE NOT USED PRESSURE RELIEF ASSEMBLY 42 250 20 RESTRAINED JOINTS,OR U.S.PIPE"TR-FLEX",OR GRIFFIN PIPE NO SCALE NO SCALE 100 OR LESS 12 "SNAP-LOCK". 48 200 22 1 1t4 1 to 4 5. FOR PIPING FLEXIBILITY,PROVIDE GAP LARGE ENOUGH TO I 250 28 FACILITATE PIPE ASSEMBLY AND DISASSEMBLY AT ASSOCIATED FLANGED PIPE JOINTS. 2"CAMLOCK FITTING - ' P"x2"TAPPING 2"VBL (--6- DIP MECHANICAL JOINT WITH TIE RODS 12"=1'-0" SADDLE • - 2"SCH 80 PVC i i I L. PROCESS PIPE, -T--- DIAMETER a—DIAMETER P" N cv N FLUSHING CONNECTION : NO SCALE top PRQp QOM &,, GINBF . I MEAD MARCH 2018 • tai� 'gi9 PnOJNAiviL SHEET TITLE- SST. Qf2E00N y CLEAN WATER SERVICES PROCESS MECHANICAL 140 288- � ADAC owcc MP501 THIS BAR IS ONE INCH DURHAM AWWTF RAS/WAS PUMPING STATION 03/14/18 g9gN9,z°`0 ctiieRT CAD WHEN DRAWING IS CIeBnWater SewiceS O BLACK&VEATCH PHASE 5 SECONDARY TREATMENT MECHANICAL DETAILS MP501 EXPIRES: �a 19 I FULL SCALE. Our commitment is clear. PIM i �:SDG SCALE. AS SHOWN SYSTEM EXPANSION PROJECT G REV; DATE ORM MPO OEBptIPTION 2550 SW HiIlsbOm Hwy. Hillsboro,Oregon 97123-9379 w M.6757 ENGi STMv: I I I 1 t %1;,,,,-Inv,„ 1v V `� I0 0 o 'It Zit . 2'- ...;,<-"...„,:1%,,,...:.:4.--1 .,Z. 'i o y ',i?' ro=' 'y"t I47 ''''' Is' '''.1(*°,,,001/ .0k 4/44 gi,,,,,,,.0. ., r, , 4,..,„;.:.... C -- i:: -k-,.,r;- - ' ' i gv rdik ff�'Jr �'� � �q � 8�''� '�I «,,`fid f'�_#,4e; ' ,b,. .44‘.., .40,:-....., . . �. ,- I m am •0 N i W RAS/WAS 3D VIEW(LOOKING SOUTHEAST) DPR „sOFFS,, �Qi O.`���GINF�.`�O }� 9 PROJNAME: SHEET TITLE: SHEET:141 OF:288 DWG* D•• tally ��� _ lijj DSFI AD E: MARCH 2018 CLEAN WATER SERVICES PROCESS MECHANICAL OREGON wiiiiiiiiiiiimi DSN.DAC °W°#.MP901 THISBAR IS W — DURHAM AWWTF MECHANICAL 3D VIEW D E: 04114” oq �w 0 CHIC ST SCALECAD # WHEN DRAWING IS - CIeaII ommit SetViCCS © BLACK&VEATCH PHASE 5 SECONDARY TREATMENT RASIWAS PUMPING AREA �LDa: MP901 EXPIRES DEC 31.zo,s I FULL SCALE. _.-. _ Out commitment is cleat. c "Fr'SDG AS SHOWN REvn` DATE oNN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT 6757 PROJ# ENGR STAMP: I T ' i I 14"AB6/D FOR14"AB7/D FOR FUTURE CONNECTION. FUTURE CONNECTION. TERMINATE W/ I TERMINATE W/ RESTAINED PLUG-- I I RESTRAINED PLUG b 6'-3" MJxFLG ( 1 WALL PIPEMT502 1 MD302 14"BLIND FLANGE FOR t. FUTURE CONNECTION I• I — \, ,_ �� I y ( ) ( ) ET-1-t4-R_ -Fr-'_III II / I III II i� I Til- 1, 111I 14"BLIND FLANGE FOR 4-''.-:!--T/ FUTURE CONNECTION- 1 PS-20 4" PD CL EL 135.96 PS-7 I PS-19- 115.111111, = II I[-Ziii iidf 511 Iiia iNino II; Ii10 2 J PA � �6" PD DRAINAGE I FLUSHING CL EL 133.76 PUMP NO.2 TOOL AIRMk MP501 CONNECTION— L _ , 14" PD 470P8102 '-- / STATION 1005 CL EL 133.50 ! O PS-20 __ / DRAINAGE I PUMP NO.1 PS-19-------- 11�Is;.il�l 1 x,111,__ Iamb 470P8101 i =1 VIII 'IiI� iii lips 1 -` —I`— 'SII ��►� ® ;i .�� ,i�1►��� V� MD301 '/i ' -"ill 12" PD PS-16 CL EL 133.50 3/4"HPA I14"VPL 14"VPL �/ IP�I�j1 `_=0VPL100 PS-19 C470VPL101 14"SC5/D PS 19 �I�U 47 SEE CU130 FOR p,.. 1IILI I�I�I�Hl•1 _ 1z � CONTINUATION „- , II, 470VPL703 \ MJxFLG rTh „..„ - WALL PIPE MT502 , ) MONORAIL 0, • '-i I ABOVE lt,._ t 6-3"- w� 4"-6" T_ T MIN l `� I I � ._ II_ I I. .II J• m t4"A65lD \ /-- /--, •m SEE CU103 FOR / of CONTINUATION �� N m /// 1 MJxFLG -14"BLIND FLANGE FOR MT502 WALL PIPE 14"AB4/D 14"SC6/D FUTURE CONNECTION ii?,... v SEE CU103 FOR SEE CU103 FOR CONTINUATION CONTINUATION Iii ,,�0 PROFF no LOWER LEVEL �� INAFO 3170 318"=1'-D" -4 PROJNEOE SHEET TITLE- PROCESS 142 OF:288 EwOC O EGON > :JAD MARCH 2018 L__--- _-__ p'. tall sig ORM J� CLEAN WATER SERVICES PROCESS MECHANICAL — osN=Dnc owor.MD101 THIS BAR IS ONE INCH DURHAM AWWTF DRAINAGE PUMPING °4 C`leRT CADS* WHEN DRAWING IS --- CleanWater -Services 13 BLACK&VEATCH PLOT 03/14!18 MD101 yea2E""'' I FULL SCALE our commitment is cl<ar. PHASE 5 SECONDARY TREATMENT MECHANICAL PLAN PLae SDG AS SHOwN ---- SYSTEM EXPANSION PROJECT EXPIRES:DEC 31.2019 C REYe DATE DWI APPD DESCRIPTbN 2550 SW HillsboroHwy. Hillsboro,Oregon 97123-9379 p�*6757 ENGR STAMP. I I II i-PS-21 --PS-21 i BOT OF UPPER BOT OF UPPER I --- - TUNNEL ROOF TUNNEL ROOF - 10"PD EL 159.00 CL EL 156.52 -- 10"PD EL 159.00 — CL EL 156.52 SEISMIC SEISMIC A RESTRAIN Ot RESTRAIN S01 1 I I I3/4"HPA IF 10 VCK 10"VPL �70VCK111 `470VPL112D 4-2. 110 PRESSURE 470VCK121 \470VPL122 1005 GAUGE 4"VCK 4"VPL TUNNEL OPERALTING TUNNEL OPERAEVEL " 4'-2" EL 139.00 EL 139.00 110 y `i _ PRESSURE 4 PD — � —LI 1005 GAUGE CL EL 135.96 _ ' ''' '110"PD 10"VPL CL EL 138.56 _ -- TOOL AIR® /110 PRESSURE / E.470VPL1- DISMANTLING — STATION 1005 `1005 GAUGE I 1 I JOINT( .- 6"PD —JIM J 14"PD , MP501 DRAINAGE i CL EL 133.76 PS-7 I CL EL 133.50 —PS 19--- ------------0 ,_, PUMP NO.1 .,, ,, --t ,{ _:71-c____ -C470P8101 I ( c. a ______.,. __ IPS-16 �" \ i� 1 LOWEREL131.00 14"PD CL EL 133.50 f ' \ Pa \ " LOWER LEVEL 3 7 EL 131.00 / I 12"PD CL EL 133.50--�, PS 20 52" PS 19 6"VPL PS-20 DRAINAGE PUMP NO.2 -- ---M 470VPL120 470P8102 i) I ( SECTION ( SECTION MD101 3/8"=1'-0" MD101 3/8"=1-0" M 0 a 4 co of 0 N� IT �o PROFE Ol< 0 .,-, N8F 93170 9 12, tally st9 , DRNJAD gra MARCH 2018 i.- - —.._. _— PRQIN0.MC. SHEET TITLE: SHEET:143 OS 288 DWG# D J - - r- CLEAN WATER SERVICES PROCESS MECHANICAL ATE. 03/14/18 yOREGON� DON:DAC DWG MD301 THIS BAR IS ONE INCH I— -- - DURHAM AWWTF - DRAINAGE PUMPINGMD301 �" a CH,t:RT CAD FILE#: WHEN DRAWING Is — - @aIIW r S@I VLCES BLACK PHASE 5 SECONDARY TREATMENT MECHANICAL SECTIONS PLGHI EXPIRES.DEC 31.2019 FULL SCALE. Our commitment is clear. SYSTEM EXPANSION PROJECT I 1 SDG SCALE AS SHOWN cws E REv# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRGJ tt 6757 ENGR STAMP: I I PS-21 BOT E OUPPEF TUNNELROOF 6'-2' EL 159.00 I ii...71 c_ ! ' _ _ _J .7 / I / SEISMIC 10°PD SEISMIC 01 RESTRAIN CL EL 156.52 SO1 RESTRAIN I I I 1 I I I1 la r 1 8r-2" II I II i ' ( 14' it + PS-16 - _ mac- - NI DRAINAGE DRAINAGE ✓,„.-. 4A'-': -- -- '� _r I I PUMP NO.1 HT) n 470P8102 T — ) (470P8101—).- 0r-— _�' L __ IMI i PS-7 PS-19---.., 1 1 I 01 I a (-7; SECTION MD101 318"=1.-0" I N CO C•I 3 co O N m t,_ p IW- ,,ED PROF plpalEgl 60�GiNF�`b c n9 DRN:.IAD DATE: MARCH 2018 ID PHOJNAME. SHEET TIRE: SHEET:144 OF:288 OWGY D • tally sig .„. CLEAN WATER SERVICES PROCESS MECHANICAL OREGON DAC �++G*M0302ONE DATe 03/14/18 N s Zo THIS BAR IS WIN INCH DURHAM AWWTF DRAINAGE PUMPING RDT MD302 ��`"o 9 30 SRT DADF- WHEN DRAWING IS Clean contentment SCfV1CeS �'BLACK&VEATCH PHASE 5 SECONDARY TREATMENT MECHANICAL SECTIONS PLC& $ FULL SCALE. _.___.__ Our commitment ie cleaz. $ SDG sem: AS SHOWN SYSTEM EXPANSION PROJECT EXPIRES:DEC 31.2019 c REVS DATE DPH APPD DEscRroTIDN 2550 SW Our Hwy. Hillsboro,Oregon 97123-9379 cws 6757 PROJ H ENGR STAMP: I \ I * ' /`? ��. I r. /,. ,,,,/::' .,„,,,,,,,,,,„ ' „-,-',11.' ' 4 t <1 Y+ a 1" z4 '' ;',;',1!,1:1!':":,,',4:r,11,': r.r''r''''''' ':,.''''r'r,r,, '.'r-r'-':::::'' -' w. � a ;i , . ' y , ..,,,, ,,,,,, , '''-: , ,T ',,>,,T , .00000,000f . fr <'1 ` ��� / wig »I Yr 111 T E l "te t i I ,. p iiiki,...,..„.: , '' 'y S ,,,...,,,,:i.,,,,,,,:;:::„.:..,..;';.-..';''''''''''''F'''' sryax . o� N E a W DRAINAGE PUMPING 3D VIEW P o� PROF OI t�O4��G I NFA • �Y ' 93170.15 vt IF, :SAD E MARCH 2018 �� ���� PRS CLEAN WATER SERVICES SHEET PROCESS MECHANICAL SHEET:gas 288 DWG* l • tally Sig "' ...DAC °"°`AAD901 THIS BAR IS ONE INCH — DURHAM AWWTF MECHANICAL 3D VIEW ° i�18 Oqq' 9G O ��� � � WHEN DRAWING IS IIIIIIIII CIPanWater ServiC@S © BLACKB�VEATCH MD901 �0� FULL SCALE. our comm tment is e7esr. PHASE 5 SECONDARY TREATMENT DRAINAGE PUMPING AREA p EXPIRES:DEC 31,2019 APpxSDG SCALE AS SHOWN ��� SYSTEM EXPANSION PROJECT o ft DATE o�1 aPPO DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 av6757 Pa:0: ENGR STAMP: IIT - r .- ___ ________ _____ - -__ 1in, MMIII PS WI MI 1 { 1111: iII NOTES' N- ��- - - ' I 1. REFER TO DRAWINGS CU102-104 FOR .� TiII I, II CONTINUATION OF PIPING. u = �I lid I AERATION II SEE DRAWING BASIN NO.S I! #r MD101 FOR ill� i�i DRAINAGE PUMP I 20� Too 20� 40� -_ — — — i 11 I 8 1 I ri___ aill r STATION -I I� o ` _1 1 ,E •� ENLARGED PLAN — _ ,_ mss= _...mac, _.. ., -. ...,T jl- 1 - I —� - :_------ ,inn I Wan 1 / -- - IIS � I 11 11 1! 1 I I� 11t� I� 111 i 1 SEE b DRAWING 1 I I1� MT103FOR l- ' • 17,17V„,17,I,�•av M ENLARGED 1= I- ' ISEE DRAWING MT102 FOR { SEE DRAWING ENLARGED MP101,MP102 FOR PLANRASANA STATIONS ONS ENLARGED PLAN Li AERATION BASIN 4 k ! I '`f _ _ SECONDARY H CLARIFIER 4 n r c I pp !� 4 -t,1 — 12 SEE DRAWINGS I I MT104,MT105 �P91 FOR `- , MODIFICATIONS TO EXISTING �\ GALLERY 11_ r✓1rI A.1 ,I ;G O \ \ i t,.11 4 fi EL l'" } i r \!, I 1 .x s R-":1;'-:;,; '„., l ---'1---,4--,,,Il' Ms'S IIII - f I C 1-s: I I ,LilLIIIiiIII,'II,,,!:___''I,,,,,,o1„...ii:.:1 111,1.„1,:i'\-jr;,':,-_:'7,4„_,,i-,,_1;‘i.7,i'L;t1,,..7,__Ia;.75:1Ii.,,,,5_,''...:1„..zt:_1:,.:::;17,,j_,..':,77,,,'47;L M --. -- / • of OPERATING LEVEL PLAN 1 R,n PRO,cF I.< NO SCALE er,s.z„;02'.-- G NFFS`S/O Ce III DRN:,JAD MARCH 2018 PROJN4ntE: SHEET TITLE: SHEET:146 OF:288 OWGN D ` ��"/�7�'v ADAC DWG MT101 CLEAN WATER SERVICES PROCESS MECHANICAL OREGON 11.1.1.1111111.1.11.1.1 THIS BAR IS ONE INCH DURHAM AWWTF GALLERY OVERALL aTE 03/14/18 oggN g 20 SRT CAD wHENORAWINGIs C1eanW3ter Services Q BLACK&VEATCH MT1O1 by°Ewe` 1 FULL SCALE Our commitment is deer. PHASE 5 SECONDARY TREATMENT MECHANICAL PLANPLCA MPUSDG : AS SHOWN - �� SYSTEM EXPANSION PROJECT EXPIRES:DEC 31.2019 c REVR DATE DRN MPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 aus 6757 PRGJ A: ENGR STAMP SEE MA103 FOR CONTINUATION 18"RASTU 8-0' 11'-0" 15'-0" 15'-0 SEE NOTE 1 1"HPA W CL EL 150.51 I NOTES- -SEE MT103 FOR 1. PIPE EXITS THE TUNNEL AT THIS POINT.REFER CONTINUATION TO CIVIL DRAWINGS FOR PIPE ALIGNMENT SEE CU102 FOR 9 ° 9BEYOND THIS POINT. CONTINUATION I a a a a 2. PS X REPRESENT PIPE SUPPORT TYPE.SEE PIPE ii II SUPPORT SCHEDULE ON SHEET S013. • 10'-0" I4 / i , EXISTING AB4 • ! 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SEE 3/MT301 AND MA108 FOR CONTINUATION TO 4M301 AERATION BASIN.PENETRATION THROUGH TUNNEL ROOF PER DETAIL C/MT502. Nr 2. PS-X REPRESENTS PIPE SUPPORT TYPE.SEE PIPE SUPPORT SCHEDULE ON SHEET S013. I 3. EACH NEW 3"NPW SUPPLY TO ANAEROBIC CELL 1 I SPRAY NOZZLES SHALL HAVE A BALL VALVE LOCATED H � IN THE TUNNEL AND LABELED APPROPRIATELY. i U 4. UNISTRUT P1000 LONGITUDINAL BRACE(GALV)EVERY MJxFLG WALL PIPE 1 50 FEET(ALTERNATE BRACE DIRECTION). MT502 \ I / 1"C HPA CL EL 157.50 " ' SEE NOTE 1-- . 'III i I I SEE DRAWING MA101 SE F.NOTE 1 FOR AERATION BASIN DETAILS I J";, a= .3 '_« - -�.Fe 1. - tea... ,-- 2"k'. v � �-I I w �111; .i PS 17 ��� IIle. 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Iauw.1 ..u.3 / 43''.e,-A''', !" it f4.." is,144 m r"PW- ---? .i'rrrursv REDUCER. a m -CONNECT TO ab EXIST 6"WAS N co CL EL 153.75 II''.."-c49 TUNNEL ENLARGED PLAN NOTE 1 w 3/16"=1'A" p F- 6' 4' 2' 0' 5' 10' 11 PROsFs ply I - - - 6�a� v5A G I N F st ISCEE0 3/16"=1'-0" `¢�� °93170�(�'� LD ORIG r _ _ PROJNRM[: TTITLE SHEET 150 OF:288 MGM D•• tally S'.`7 '' > JAD DATE: MARCH 2018 - ..... �s�� - - CLEAN WATER SERVICES PROCESS MECHANICAL OREGON 116 DAC DWG#MT105u e THIS BAR IS ONE INCH \\` _ DURHAM AWWTF EXISTING GALLERY AREA PLOT: o3/1an6 4, s zD` �.7 SRT CAD FILE it WHEN DRAWING IS MEIu1PanW3mir SCtY1CeS © BLACK&VEATCH PHASE 5 SECONDARY TREATMENT MODIFICATION PLAN(SOUTH) PLCM MT105 yDCLErr FULL SCALE. _ Our commitment is clear. EXPIRES:DEC 31.2019 i °SDG SCALE. AS SHOWN SYSTEM EXPANSION PROJECT - c REVS DATE owl APPD DESCRIPTION 2550 SW Hillsboro Hwy. HiNsboro,Oregon 97123-9379 PRO 6757 PROJ# ENGR STAMP: I , I ir-': f Li u u at u TOP OF EAST WALL J — EL 167.50 42"PE TO PE INFLUENT 3"NPW LJ WALL © 4"VFAD TO COLLECTION BOX CL EL 145.83 PENETRATION ANAEROBIC SEE CIVIL DRAWINGS (7YP OF 3) MT502 CELL ZONE 2 BOT OF UPPER FOR CONTINUATION. - (2)3"SCH 80 CPVC i, -CL EL 150.24 I TUNNEL ROOF FOR FUTURE LIME 3"NPW 3"NPW _ EL 159.00 ` SEE DETAIL 4/MT302 LOOP.SEE MA108 CL EL 148.80 CL EL 148.80 `� PS 8 , FOR DETAILS. I_1 FOR DTAILS OF THIS thinI l PIPING aapp Psi , N N ''._� 4®r:--_ • 418"RAST . v� -sicx=C.• >rrmr�Near/rrrs• .SAL �r'�'.,j�_n& — - —- N-- -—- - CL18"RAS O" " a I N II EL 148.79 �:a l i:� i'4 '4 �.x�U�ap `��� a CLEED145.18I a a a ('� a aICLEL148.79 all DODO I a pall �Q ail � ' N SI•y y 1- 0- a TUNNEL OPERATING Fa a -.ILEVEL ® _� r - EL 139.00 I SEE DETAIL 31MT302 PS-7 p�7 SEE SECTION FOR DETAILS 2/MT302 FOR OF DRD PUMPS DETAILS ON NRD I NOTES' 'AND PIPING FLOWMETER AND PUMPS. 8'-0" 11'-0' 15'-0' 15'-0" 16-0" 12.-0" 14'-6" 1f-0" 15'-0" 15'-0' 15'-0" 15-0" AERATION BASIN.PENETRATION THROUGH TUNNEL ROOF PER DETAIL C/MT502.AT TEE 'THESE PS-6 SUPPORTS DO NOT HAVE THE EXTENSION ARM SUPPORT 1. SEE MA108 FOR CONTINUATION TO W/ALUM/D,ADD VBL ON ALL BRANCHES TO FACILITATE DRAINING ALUM. I ( SECTION MT103 1/8"=1.-0" I 8"VPL 42"PE 10"PD,SEE CIVIL DRAWINGS FOR CONTINUATION 465VPL906 CL EL 154.75 8"FLOWMETER 10"PD 8"SSR 465FE1905 CL EL 156.52- , 8"SSR CL EL 149.27 1°ALUM TO AERATION 1Y2'HPA TO TOOL 24'VPLCL EL 151.28 BASIN EFFLUENT BOX. 8"SSR 6"NPW 8"VPL 1"HPA TO CL EL 151,46 CL ELF150.32 UM / AERATION BASIN. NOTE 1 AIR STATION 1"HPA, 8"WAS 465VPL905I CL EL 157.50 / ` NOTE 1 CL EL 151.46 Ilk ' / — BOT OF UPPER EL ROOF 18"RAS o - _n�r ::1_ 1 - TUNNEL 59.00 I CL EL 148.79 tb '' '.0.1k o'I L •" — �� i�*h — �. ,:. a Eli �'Ir 4"VFAD to IIMW a CL EL 1'ALUMID 18"BF a �i •,` r.fe_ r_>•l..c�71 .1 UR t 465VPL903 %,...,_---=•::.r . .�r..w �II l J<::a°i ��� 24'-0" 18"VPL j .... I=S 4"VFAD _! "_�. ® CL EL 145.42p ����� a 4"VPL �r Err 410VPL120 'qi TUNNEL OPERATING f1 LEVEL I 28.0. 14 — — EL 139.00 18'VPL i RAW,SEE CIVIL '1 18"VPL 29'-7" 465VPL902 DRAWINGS CONTINUATION FOR ' 8"NRD (4B5VPL905 18"RASCL EL 146.32 FLOWMETER 8"WAS 8"VPL -Ha _ �65FE1900 CL EL 142.27 L TURBIDITY METER/117 1008 CL EL 148.79 410VPL130 48"ML TO SC 5.SEE 1 CIVIL DRAWINGS. M II CT. M SECTION'-0 1/E CTIoON •N Nm r,74 i ra Q W 8' 4 0 8 16 p PROFESS O o 118"=p-0"�� ��, 1 N$- i0 t lL44' 93170•+JAD E: MARCH Zola PRo NAME SHEET TITLE:CLEAN WATER SERVICES PROCESS MECHANICAL00 151 288 OW # p tSny Sig DAC Mr301 THIS BAR IS ONE INCH DURHAM AWWTF GALLERY MECHANICAL �°E. 03/14/18 oggN 9G 0 CHK:RT � * WHEN DRAWING IS - C1eanWater Services BLACK&VEATCH MT301 "o�E PHASE 5 SECONDARYTREATMENT PLG EXPIRES:DEC 31.2019 —_— FULL SCALE. Our commitment is clear. SECTIONS SDG AS SHOWN REVS DATE MN CPPD > ON 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT $ 6757 PRODe ENGR STAMP: r 42"INFLUENT 18"RAS TO ANOXIC COLLECTION MIXING CHIMNEY TOP OF EAST WALL BOX.SEE CIVIL DRAWINGS FOR (2 3"SCH 80 CPVC EL 167.50 CONTINUATION.-- 8"NRD ) CL EL 146.68', FOR FUTURE LIME SEE MA108 FOR DETAILSO -DISMANTLING 1 OP \ JOINT 1"ALUM 18"VPL -t \ 8"VPL 8"NRD -1"HPA CL EL 157.50 465VPL901 j (005)PRESSURE GAUGE(TYP OF 4) ` (410VPL431 --CL EL 146.68 CL EL 150.51 1"HPA CL EL 157.50 TUNNEL ROOF -4'-0" BOT OF UPPERA TUNNEL ROOF ` _- -_�_- EL 151.00 'L' CL EL 154.75 T-5" EL 159.00 IIre ,IIML�&Z�� 42"PE - - - - - 10"PD -� - CL EL 156.52 ,N #=��` '--��� ® 18"RAS --- li N&. M� *{ ,rte; � t_.- -CL EL 148.79 8"SSR @ 0 i� - - - rirelaw _ ■JL,t_ JL• i J m"a, 1 8"NRD -3'-4" CL EL 151.28 Ilan �7 _ `�� .LI_-LLL i _ri r IPS 8�: 1 ii T' r�� 1 P8 -8 " 8" R 145.18 4"VFAD I `r,� ,'l. I- �� PSB LCA� I1 3's EI 1 C 8"TEE CL EL 150.32 1: UNO) MIN p_1^ 0 1: I m ❑ w 8"VPL a I a N.► 410VPL430 TUNNEL OPERATING LEVEL EL 139.00 ll 8"NRD 18"RAS CL EL 146.32 It CL EL 148.79 8"VPL 410P1412 410VPL422 410P1411 (TYP OF 2) � 8'FLOWMETER 8'"VPL L- f PS 17 410VPL412 NRD PUMP 410VCK421 410FE1410 410VPL432 TOC ..07--- '-8"NRD SUCTION (TYP OF 2) EL 142.00 p_1^ (TYP OF 2)SEE 8"VCK TUNNEL OPERATING AERATION BASIN (TYP OF 2) SEAL WATER LEVEL DRAWINGS FOR 410VCK411 (-2-' �2 STATION MP501 CONTINUATION ( 1 SECTION EL 139.00 MT103 1/4"=1'-0" SECTION MT103 1/4"=1.-0" /106 PNEUMATIC 6"VPL `1005 OPERATOR (410VPL551,) j112"HPA 6"VFADt VFAD FLUSHING CONNECTS TO FLOWMETER iCONNECTION MT502 42"PE VALVE ACTUATOR (410FE1550 I I SEE CIVIL DRAWINGS s 1/2"HPA-�, TOP OF E/W TUNNEL 4"VFAD -- _ EL 152.50 1 CONCRETE SADDLE WITH CL EL 149.64�' S012/STRAP(15 FT MAX SPA.) 2'-2" TUNNEL ROOF EL 151.00 r TUNNEL ROOF 4"V� ' pS 5 a' 2$" 5 0' 6"VFAD4"VFAD 410VPL110 "Il MlN r MINI PI CL EL 148.48 CL EL 149.64 �� " EL 151.00 FLGxPE (Bf 6"NPW K® I- ..I,I .�L.!IWALL PIPE MT502 _-I CL EL 143.44 -' -�6"VFAD 6 VFAD �' " - - ".9. V,' CL EL 145.00 TUNNEL ROOF 1 CL EL 148.48 I:. 6"NPW EL 151.00 �`„ 8'NRD CL EL 143.44 (3- 3"NPW 2"PW 8"WAS 6"V-PORT PS-8 \--PS-8 CL EL 142.27 PS 21 - 8"WAS CL EL 141.98 BALL VALVE- I TUNNEL OPERATING l I 6"NPW PS-5 CL EL 142.27 rg-I ii 1"ALUM 1 LEVEL CL EL 143.44 EL 139.00 \ 6"HWS I i CL EL 141.95 8"WAS CL EL 141.08 �� CL EL 142.27 --- lY"� PS 5 �_ PS 8 ♦ SEE NOTE 1 -DISMANTLING JOINT _ 6"HWR �p TUNNEL OPERATING NOTES: 1"ALUM _ TOC CL EL 140.00 I� LEVEL EL 142.00 - 1. DRAIN CONNECTION.PROVIDE BLIND FLANGE ON 6"TEE WITH TUNNEL OPERATING CL EL 141.95 EL 139.00 LEVEL r " </l-r, 2"VBL TAPPED OUTLET.INSTALL 2"SCH 80 PVC DRAIN LINE n EL 139.00 I WITH 2"VBM AND ROUTE TO TRENCH DRAIN. R a -CL EL 141.98 PS-6 co- 18'-0" ( SECTION N� MT103 1/4"=1'-0' 1:4 w n SECTION 4 SECTION 4' 2' 0' 4' 8' 01- MT103 3116"=1'-0" M 1/4"=1'-0" 1 �� ,cDPROFF� 1.2 O IoI :JAD DATE. MARCH 2018 - -___ PRONAMC SHEET T LE 3MEET:152 288 DWCM . • tally,7s�g CLEAN WATER SERVICES PROCESS MECHANICAL j OREGON +DAC E MT302 THIS BAR IS ONE INCH DURHAM AWWTF GALLERY MECHANICAL °^., 03/14/18 09"14,9 20's a«:RT CAD rxEit WHEN D WIN IS _ ®. CleanWater eat 1ServiCes © BLACK&VEATCH MT302 �cLE Our PHASE 5 SECONDARY TREATMENT SECTIONS EXPIRES:DEC 31.2019 A�sDG -rt 2550 SW Hiiis H SYSTEM EXPANSION PROJECT E AS SHOWN Riva DATE {I oRM Arra DESCRIPTION Hwy. Hillsboro,Oregon 97123-9379 cws 6757 ENGR STAMP; 1 18"RAST j I CL EL 154.50 UNISTRUT HEAVY DUN UNISTRUT-PART —4-- i CONCRETE INSERT(P3754) NUMBER UC2345 @ 10'-0"C/C(NOTES 1 TO 3)— EG CLEVIS WING- 2 6" 6"NPW0 2"PW 1'ALUM ICL EL 151.20 CL EL 152.13 CL EL 150.15 ir.m.m. ,� _ _ TUNNEL ROOF —_ -—-- - -- -- --- :.„. TUNNEL ROOF_ 6"VFAD " CL EL151.00 °.-. i Ai_ EL 151.00 1"HPA CL EL 150.46 PS 5EL 148.48 IF 8" (TYP 5) - - - 6"VFAD �_ CL EL 148.48 + UNISTRUT=P1000 ����f UNISTRUT-P1001 CHANEL 1"HPA CHANNEL(NOTES 1 TO 3) � (TYP)(NOTES 1 TO 3) CL EL 150.46 I di il 6"NPW UNISTRUT HEAVY DUTY .11, CL EL 143.44 CONCRETE INSERT(P3754) Is 8"WAS Pil @ 10'-0"C/C(NOTES 1 TO 3) , t . rl CL EL 142.27 I i 2"PW UNISTRUT-P2030 THRU i 6"NPW I I C" EL 141.98 P2070 PIPE CLAMP(TYP) CL EL 143.44 y :::ii .c�uiA/ 1°ALUM ►�Ilk�� v►a I ill„; -' . WL� - CONNECT CL EL 141.95 ( ��a 6"HWS / �� 6"HWS BHWR I� CL EL 141.08 / TO NEW SUPPLY 1 11 ri _�� CL"HWR 2"PW /f /_ (BY OTHERS) 01 2• �i �.�' EL 140.00 CL EL 141.98 6" i l lli__, EL 139.50 TUNNEL OPERATING 8"WAS a�� TUNNEL OPERATING LEVEL CL EL 142.27 I LEVEL I III EL 139.00I EL 139.00 UNISTRUT-PART NUMBER 1"GROUT UC2072A SQ POST BASE- ' I n SECTION ( SECTION MT102 3/8"=1'-0" MT104 3/8"=1'-0" I I I I NOTES 1. UNISTRUT SUPPORT SYSTEM SHOWN.CONTRACTOR HAS THE OPTION TO DESIGN AND SUPPLY EQUVALENT OTHER MANUFACTURER SUPPORT SYSTEM. I 2. UNISTRUT PART NUMBERS SHOWN ARE MINIMUM REQUIREMENTS.CONTRACTOR SHALL ENGINEER THE SUPPORT SYSTEM INCLUDING CONNECTIONS AND SUBMIT TO ENGINEER FOR REVIEW. ALL NON STRUCTURAL COMPONENTS(ROOF MOUNTED PIPES,CABLE TRAYS,SEISMIC RESTRAINTS,LIGHTS ETC.)SHALL BE CONSIDERED IN STRUCTURAL DESIGN.THE SUPPORT SYSTEM SHALL MEET SPECIFICATION 01611 SEISMIC DESIGN CRITERIA REQUIREMENTS.ALL STRUCTURAL CALCULATIONS SHALL BE SIGNED AND SEALED BY A STATE OF OREGON PE. I 3. ALL PIPE SUPPORTS IN THE TUNNEL INCLUDING ACCESORIES SHALL BE HOT DIPPED GALVANIZED.ALL ANCHOR BOLTS ALONG WITH ANCHOR BOLT WASHERS AND NUTS SHALL BE STAINLESS STEEL. CONTACT BETWEEN STAINLESS STEEL AND CARBON STEEL SHALL BE SEPARATED USING ISOLATION WASHERS. 2 i0 .0) N CO M O N r! N Oa iij �o PROFESS ao �e��GINE6;„ t. ie tally � I • LG���v17slg I>I JAD w MARCH 2018 PHOJNRME SHEET TITLE: SHEET:153 OF:288 owuu OREGON `� oAC MT303 CLEAN WATER SERVICES PROCESS MECHANICAL THIS BAR IS ONE INCH - DURHAM AWWTF pie 03/14/18 'IN 9 q0 M W c _ GALLERY oq GIRT �FEE� WHEN DRAWING IS C1eailWater SetVlCes BLACK&VEATCH MT303 "� I $ FULL SCALE. Our commitment;a clear. PHASE 5 SECONDARY TREATMENT MECHANICAL SECTIONS PLCk $ SDG �: AS SHOWN SYSTEM EXPANSION PROJECT EXPIRES:DEC 31.2019 S mat DATE OfUI A4R0 DESCRIPTION 2550 SW Hillsboro H . Hillsboro,Oregon 97123-9379 CWS 6757 PRQI k. ENGR STAh�: I I I CONNECT TO EXIST 1"ALUM,2"PW, 1 1!7 HPA AT THIS LOCATION AND EXTEND INTO NEW TUNNELS AS SHOWN ON DRAWINGS.DISTANCE TO NORTH WALL APPROX 10'. , 5 r pg#3g a r§ TW k• NOTE:ONLY HPA AND ALUM ARE t - s SHOWN IN THIS PHOTO.THE PW # INSTALL NEW 3"TEE ADJACENT CONNECTION IS TO BE INSTALLED TO EXIST 90.EXTEND NPW TO AFTER PRODUCTION OF THESE 1.' fi ? ,` NORTH AS SHOWN IN DRAWINGS CONTRACT DOCUMENTS,BUT WILL -,,,s, AND INCREASE TO 6"BEFORE I BE IN PLACE FOR CONTRACTOR ° ENTERING NEW TUNNELS. _ DISTANCE TO NORTH WALL TO CONNECT TO. _. APPROX 3'.SEE MT104 FOR „.,, •� y. CONTINUATION • "a. I 5111707} ' , ''''\ • "TA134 It POT DRAi\ .",3`;;;' • , A ALUM,PW, HPA CONNECTION POINT M NO SCALE NPW CONNECTION POINT MT104 NO SCALE I I 2 co m� oco NitO N M Q WPROFF,in 0101 eo N ,,,Gini ..46" cy 93170.9 QoRN:JAD DATE: MARCH 2016 PROSNPME: SHEET TIRE: SHEET:154 OF:288 DWGN D•• tally sig cn ADAC *MT501 MINIIIIMIIIIIMI CLEAN WATER SERVICES PROCESS MECHANICAL ,0'14, OREGONO THIS BAR IS ONE INCH �7 DURHAM AWWTF OSEDA GODALEN WHEN DRAWING IS CleanWater Services BLACK&VEATCH GALLERY DATE: °14/18 MT501 RES DEi ZE FULL SCALE. Our commitment�,clear. PHASE 5 SECONDARY TREATMENT MECHANICAL DETAILS PL.*, SDG SCALE AS SHOWN SYSTEM EXPANSION PROJECT EXPIRES:DEC 31.2019 S REVa DATE dw MPD DESCWPtION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 cws 6757 PRODA ENGR STAMP: IEXPOSED EXPOSED EXPOSED EXPOSED EXPOSED EXPOSED WALL THICKNESS BURIED BURIED WALL THICKNESS EXPOSED EXPOSED SUBMERGED SUBMERGED THICKNESS SUBMERGED NON-RESTRAINED NON-RESTRAINED�� NON-RESTRAINED NON-RESTRAINED -- - E SUBMERGED WALL THICKNESS BURIED RESTRAINED VARIES RESTRAINED — I ~--RESTRAINED NON-RESTRAINED NON-RESTRAINED 1/4"x1 1/2"COLLAR NON-RESTRAINED IN CENTER OF WALL DRILL AND TAP FLANGE FABRICATED FLANGE // (WALL SLEEVES ONLY) MJxFLG FABRICATED BOLT STUD BOLT HOLES AS REQ'D WALL PIPE OR WALL WALL PIPE OR CASTING (TYP) (SEE NOTE 1) CASTING PLUGGED WALL SLEEVE, ' _ WALL OR BEAM EXTEND SLEEVE AND PROVIDE WALL SLEEVE 1/4"CLOSURE PL WELDED TO / (SEE NOTE 2) i I SLEEVE ON EXTERIOR SIDE WALL OR \ BEAM SLEEVE MODULAR CASING SEALS PIPE SIZE (SEE NOTE 1) PIPE SIZE (WALL SLEEVES ONLY) PIPE SIZE ON DWGS ED IFOR /REFERENCED ON DWGS i_ (SEE NOTE 4) REFERENCED -� �' J. illom iia._ON DWGS ti I II , 1. Al lI II li OF PIPE AS I I REOD(SEEi L 1 _, EXTEND D J . +ill �� NOTE SEE NOTE 3 4) FODIA,BACKUP AND CAULKALL -�I � u \ FLANGE WITH TAPPED I! , \ II PIPE LESS THAN 1 1/2" l SEE NOTE 5 BOLT HOLES WHERE AROUND(BOTH SIDES).FOR (TYP) REQUIRED TO CONNECT 1/4 g L r PIPE LESS THAN 6"DIA USE r 1/4 V 8"MIN UNLESS OTHERWISE TO CONTINUING PIPE \MJ WITH TAPPED 1/4 \ MODULAR SEAL CASING SEALS. 1/4 (SEE NOTE 2) INDICATED ON DWGS(TYP) 1/4 9 (WALL SLEEVES ONLY) 1/4 BOLT HOLES 1/4 r FOR PIPE SMALLER THAN FOR PIPE 6 INCH NOTES: 1. WALL PIPE MATERIAL SHALL BE DUCTILE IRON,STEEL OR AS INDICATED ON NOTF : 6 INCH DIAMETER DIAMETER AND LARGER 1. WALL PIPE SHALL BE ORIENTED SO THAT THE BOLT HOLES STRADDLE THE TOP THE DRAWINGS.STEEL PIPE SHALL BE SCHEDULE 40 FOR PIPE 20 INCHES AND SMALLER,3/8"FOR PIPE LARGER THAN 20",AND COATINGS SAME AS 1. SCHEDULE 40 GALV STEEL PIPE SLEEVE.SIZE TO PROVIDE 3/4"ANNULAR SPACE AROUND PIPE FOR ALL BEAM SLEEVES AND FOR WALL SLEEVES FOR CENTERLINE. CONNECTING PIPE. PIPES SMALLER THAN 1 1/2"DIAMETER.FOR PIPE SMALLER THAN 6°DIAMETER,COORDINATE WALL SLEEVE DIAMETER WITH MODULAR CASING SEAL MANUFACTURER. 2. WHERE PIPE IS REQUIRED ON ONE SIDE ONLY,PROVIDE MJxPE WALL PIPE. 2. IF CONNECTING STEEL PIPE THICKNESS IS GREATER THAN 3/8",STEEL WALL 2. WALL SLEEVE,SCHEDULE 40 STEEL PIPE FOR 12"AND SMALLER SLEEVES,1/4"STEEL PIPE FOR SLEEVES LARGER THAN 12",AND HOT DIP 3. FOR STEEL PIPE APPLICATIONS BUILD UP END OF STEEL PIPE TO FIT MJ WALL PIPE THICKNESS SHALL BE INCREASED TO MATCH CONNECTING PIPE. GALVANIZED AFTER FABRICATION,304 SS,OR OTHER MATERIAL AS SPECIFIED OR INDICATED ON DRAWINGS.COORDINATE WALL SLEEVE DIAMETER WITH PIPE. MODULAR CASING SEAL MANUFACTURER.SLEEVES PROVIDED INTO OR ABOVE AERATION BASIN OR CLARIFIER SHALL BE 304 SS. I 3. ANNULAR COLLAR SHALL BE SAME MATERIAL AS PIPE,1/4"X 2"FOR PIPE 3. FIRESAFING TO BE PROVIDED AT ALL RATED WALLS INDICATED ON THE DRAWINGS AND INSTALLED PER ACCEPTED UL RATED SYSTEM. 4. FOR BURIED PIPING,CONTRACTOR SHALL PROVIDE AN ADDITIONAL FIELD JOINT 20"AND SMALLER,AND 3/8"X 3"FOR PIPE LARGER THAN 20". AS CLOSE AS PRACTICAL TO FACE OF WALL,BUT NO MORE THAN 5 FEET. 4. WHERE SOIL MAY BE PRESENT,USE TWO SETS OF CASING SEALS.ONE AT EACH FACE OF WALL. 4. WALL PIPE MAY BE FLUSH WITH FACE OF WALL OR EXTENDED WITH END AS REQUIRED OR INDICATED ON DRAWINGS. S. TO MINIMIZE SLEEVE SIZE,PROVIDE A SCREW-ON FLANGE,GROOVED COUPLING,OR MECHANICAL COUPLING WITH ANCHOR STUDS ON ONE SIDE OF 5. USE WAX TAPE TO PROTECT ALL BURIED FERROUS SURFACES,INCLUDING PAINTED OPENING. I SURFACES.FOR PROTECTION OF ADJACENT PIPE BARREL SURFACES,SHRINK WRAP MAY BE USED IN LIEU OF WAX TAPE.SEE SPECIFICATIONS. 5. WALL PIPE SHALL BE ORIENTED SO THAT THE BOLT HOLES STRADDLE THE TOP 5. FOR BURIED PIPING,CONTRACTOR SHALL PROVIDE AN ADDITIONAL FIELD JOINT AS CLOSE AS PRACTICAL TO FACE OF WALL,BUT NO MORE THAN 5 CENTERLINE. FEET. 6. WHERE PIPE IS REQUIRED ON ONE SIDE ONLY,PROVIDE FLGxPE WALL PIPE. 6. USE WAX TAPE TO PROTECT ALL BURIED FERROUS SURFACES INCLUDING PAINTED SURFACES.FOR PROTECTION OF ADJACENT PIPE BARREL SURFACES, WALL PIPE SHRINK WRAP MAY BE USED IN LIEU OF WAX TAPE.SEE SPECIFICATIONS. MP101 NO SCALE .�- ( FLGxFLG WALL PIPE ( WALUFLOOR PENETRATION GUSSET PLATE NO SCALE NO SCALE 1"VBL 1' Ir • • ' I■1 1'r I■1 lin Iii CONNECT TO 1"VCK 1"NPW I■1 I■I 1■I in! 1■I SEE CU104 FOR EXIST 1"HYPO. \\ SEE NOTE 1 TRANSITION FROM CONTINUATION SEE DETAIL 3 1"VBL \ \ / INSTALLED EXACT PFA HOSE TO SCH (2)1.5"PFA HOSE IN 6" AT PUBLISHED 80 CPVC AT PVC PIPE.TERMINATE i C 1 - FACE TO FACE TUNNEL WALL 6"PVC AT INSIDE FACE L� OF TUNNEL. 6"BLIND FLANGE W/1" TAPPED OUTLET ORBITAL ---WALL PENETRATION STEEL WASHER + I■I 1■I _ MI 1■1 MT302 r' T • 1 I■ I iv I■'� DOUBLE NUT EXISTING FILTER • t iii 1 11. ■ r�r TUNNEL,SEE CU104 V _ • \ TIE RODilst: FOR LOCATION : \I1. INSTALL BOLTS FROM THE BACK UP RING �I i . raoTE6' +00, ! PHOTO 2 6"WAD (2)1.5"SCH 80 CPVC ; NO SCALE SIDE TO AVOID BOLT PROJECTIONS CUTTING THE COVER. c) NOTE: 6"FLG TEE TO EXIST FILTERS 2. CONTRACTOR SHALL LEAVE SPACE BETWEEN PIPE FITTINGS EQUAL TO MANUFACTURER'S NOTE:VIEW TO END OF FILTER TUNNEL 1. CONNECT NPW TO 6'NPW MAIN EXPANSION JOINTS FACE TO FACE LENGTH. ¢ LOWER IN THE PIPE RACK. 7 FROM CONNECTION POINT,APPROX.90' 1"DIAPHRAGM ¢ 3. TIE ROD STOP NUT SHALL BE FINGER TIGHT AGAINST GUSSET PLATE WHEN PIPE IS AT ROOMin PHOTO 1 `' VALVE II o TEMPERATURE LOCK ON POSITION WITH LOCKNUT.TIE ROD ASSEMBLIES SHALL PREVENT EXTENSION OF CONNECT TO N n VFAD FLUSHING CONNECTION EXPANSION JOINT. EXIST 1"HYPO. 1"x1 s" q SEE DETAIL 3-- NO SCALE ', REDUCER \i-TO SECS czz NO SCALE 4. NUMBER OF ARCHES AS SHOWN ON DRAWINGS. 1 N FROM EXIST N 5. TIE RODS SHALL BE PROVIDED AT THE 12,3,6,AND 9 O'CLOCK POSITIONS(4 TOTAL TIE RODS PER PUMPS ( , 1.74 d EXPANSION JOINT). REPLACE EXIST / HYPO ROUTING IN TUNNEL 1"90 W/1"TEE 1 s"DIAPHRAGM ¢w DETAIL 3 VALVE OPROp 0� RUBBER EXPANSION JOINT WITH TIE RODS CU104 NO SCALE FS i¢ MT104 NO SCALE NO SCALE (TYP OF 2) til �G I NFcc% I' D' PaoaNAwe: sHEETM E: StEEr:155 oP:288 DwGa • ta"y SI OREGON�N JAD MARCH2018 .-MIIIMIIIIMMINIIII CLEANSERVICES PROCESSMECHANICAL USN DAC DWG#:MT502 - i __ '- -- -- WATER A THIS BAR IS ONE INCH -__ �— — -- ��` _ DURHAM AWWTF Dom. 03/14/18 ✓qN s 20, CEERT CAD REM. WHEN DRAWING IS LI T CIeaIIVVateT JCLYICCS © BLACK BVEATCH GALLERY MT502 ��`'Oa --. FULL SCALE. _.. PHASE 5 SECONDARY TREATMENT MECHANICAL DETAILS EXPIRES:DEC 31,2019APR'.ASDG AS SHOWN RE. DATE DRN MPD1 DESCRIPTION Our commitment is clear. oN 2550 SW Our Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT CWS6757 Mai F. ENGR STAMP: Iii IS _ 66 14•DRAIN LINE. REFER TO CU-103 M0301 FOR CONTINUATION II -__LLLLLI_LLLLLLLLLLn� LLLLLLLLLLLLLLLLLLLLL LI_LL.LLLLLLLLLLL LLLLLtLLLLLLLLLLLLLLLLLLLI_LLLLLCI.L LLLLLLLLLLLLLLLLLLLLLLLLL4LLLLL _LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLL�1yy��LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL'LL LL — — _LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLL''LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL L _LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLL LLLLLLLLLLLLLLLL LLLL_LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLELL _LLLL.LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLB4LLLLLLLLLI_LLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL 6' 4' T D 5' 10' _LLL LLLL 1 �� LL _-LLLLL 1I PIPE PENETRATION LLLLL -LLLLL 3/16"=1'-0" _LLLLL 4"DRAIN LINE- I 9 LLLLL _LLLLL SPRINKLER LLLLL -3'WIDE PERMEABLE -LLLLL (TYP/ OF 4) LLLLL PAVER.REFER TO THE l _LLLLL - — LLLLL SPECIFICATIONS FOR _LLLLL 1 20"HEADER .LLLLL _LLLLL LLLLL MORE INFORMATION. _LLLLL C / I LLLLL _LLLLL - - LLLLL _LLLLL LLLLL _LLLLL LLLLL LLLLL F -1'NPW I LLLLL -LLLLL - r_LLLLL --1 - + LLLLL _LLLLL I' I II LLLLL _LLLLL LLLLL _LLLLL - 1. V + LLLLL _LLLLL LLLLL _LLLLL I I LLLLL "''llll---- 4 LLLLL _LLLLL + --I L + LLLLL _LLLLL I I - II LLLLL LLLLL _LLLLL -I L + LLLLL -LLLLL --I r _LLLLLLLLLL _LLLLL I 1 LLLLL _LLLLL _ -J LLLLL _LLLLL + y f' I+ LLLLL _LLLLL I I .LLLLL _LLLLL LLLLL LLLLL LLLLL LLLLL r + .LLLLL i _LL L LI_ SII - I I - ILLLLL _LLLLL ,�,` LLLLL LLLLLL _LLLLL r y F + -LLLLL -LLLLL LLLLL _LLLLL I I LLLLL LLLLL _LLLLL _- - J L - +. LLLLL _LLLLL f LLLLL 1"DRAIN HOLE AT -LLLLL I I I I I I ,LLLLL _LLLLL - - LLLLL INVERT OF HEADER +. LLLLL F? $ 4 m (fYP OF 4)-- - �'�=LLLLI + I F I .LLLLL Ip g V _LLLLL ,- J L I LLLLL _LLLLL LLLLL _LLLLL -I r LLLLL _LLLLL I I I LLLLL _LLLLL SLOPE BOTTOM OF -LLLLL - LLLLL _LLLLL t_ J L _ + LLLLL FILTER TOWARDS _LLLLI I 1 LLLLL - SLOPE BOTTOM OF CENTER OF FILTER AT _L _ - LLLLL 1/4"PER FOOT- LLL + J L I ,LLL Ll FILTER TOWARDS _LLLLL " -I F= + LL-���I CENTER OF FILTER AT _LLLLL .LLLLL _LLLLL -J L (1 .LLLLL 1/4"PER FOOT LLLLL _LLLLL �- -— - +- LLLLL SLOPE BOTTOM OF -LLLLL 7� F LLLLL _LLLLL --E. I I - ' LLLLL 1 FILTER TO THE -LLLLL _ J L LLLLL I NORTH,REFER TO _LLLLL + I- I + :LLLLL LATERAL PIPE Arlik M0301 FOR MORE -LLLLL I 6'LATERAL(TVP) LLLLL PERFORATION Tay .LLLLL INFORMATION-- _ LLLL + - J L - LLLLL LLLLL _LLLLL �,� I I LLLLL LLLLL LLLLL ' _LLLLL 1 r — 3R L — +- LLLLL _LLLLL - - .LLLLL _LLLLL I I _LLLLL +` I I LLLLL -EDGE OF _LLLLL BIOFILTER _LLLLL -L + LLLLL _LLLLL 23'3• I I LLLL LLLLL _LLLLL _ V LLL LL _LLLLL + -1 1,----i.- - + L LLL _LLLLL LLLL I _LLLLL - • ! - LLLLL I -LLLLL — LLLLL LLLLL _LLLLLtt _ LLL _LLLLL LLLLL _LLLLL LLLLL _LLLLL I- .LLLLL _LLLLL 1"NPW FREESTANDING A LLLLL LLLLL _LLLLL 0501 _LLLLL WATER PANEL LLLLL LLLLL _LLLLL PIPE PENETRATION LLLLL _LLLLL 9LLLLLL LLLLL LLLLL _LLLLL .LLLLL _LLLLL ,LLLLL _LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL _LLLLLLLLLLLLLLLLLLLLLL LCLLLLLLLLLLLLLLLLLLLLLLLLLLLL _LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL SEE DRAWING MO102 _LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL FOR ODOR CONTROL _LLLLLLLLLLLLLLLLLLLLL_LLLLLLLLLLLLLLL.LLLLLLLLLLLLLLLL /// FAN AND PIPING LAYOUT co C 1 I 1 4 4 --__ - 37L1" ei cO E.co L In dilk rn M0301 Wow y PLAN 3/16"=1'-0" .I'? 0 O0N (7.....:,,,D PRIs4,X01 31/70�1 O DRNJAD ORIG DATE: MARCH 2OI8imilimino PROD NNME. SHEET TITLE: SHEET:156 OF:288 DWG D"• tally sig DSN'DAC DW(3R. M0101 PWTCLEAN WATER SERVICES PROCESS MECHANICAL OREGON THIS BAR IS ONE INCH _ r_ DURHAM AWWTF ODOR CONTROL DATE: 03/14/18 ogho 9 z°�`,4C� SRT CAD PILE R. WHEN DRAWING IS FULL C1earlWater rJCl ViCeS ® BLACK&YEATCH MO1 O� cLE^h�' SCALE. Our commitment is clear. • PHASE 5 SECONDARY TREATMENT FILTER PLAN PLC*: R� �DSDG SCALE: AS SHOWN SYSTEM EXPANSION PROJECT ExPIREs:DEc31.2D1s 00 REV R DATE DEN APED DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 CWS 6757 PROJ#. ENGR STAMP: IIIS I 37'-1" 3'-0" 33'-0' 7 TO ODOR CONTROL BIOFILTER.REFER TO MO101 FOR P1 CONTINUATION --20"FAD CONCRETE B 1 I INV EL 155.60 FREE A STANDING ML SADDLE T S1 012/ I I WATER PANEL"S STRAP(5 THUS) i -- ----1 112"PW I-I i �"PW f TTP-1 1/2"PW 480EF4101 N i TO FD-1 20"FAD CL EL 166.50 �__ . 1111 ll II BIOFILTER o *� I; ODOR CONTROL 81 �����u �_. FAN 1 v N L �� - _—_ 480EF4101 v 1 (----Er---- -- �t F— �: i——— — �• • FOUIP�AENXII E DUCT N. 480AD107 BASE(TYP) 00 = 4"SAN r M0501 HUMIDIFIE EXTERIOR_ _ . EQUIPMENT P 00 . 20"FAD slit--- ----- - . © 1 tj°� . 480AD109 3"SS COLUMN CC PG501 ��� —pi, PIPE SUPPORT S\ 013/ ��} (2 THUS) eta FD-1 i 741,,,,, 01 NV EL 154.50 1r-10" 20"FAD {480EF4102J 480EF41021 I . r7.� ■ :01BIOFILTERc°vC.: �i{'-i' ODOR CONTROL nTYP , FAN 2 3'-0"PG501 -..� I \-4"SAN \ TYP 1 NOTE 2H J HG501 PREFILTER TYP 0 / \GRADE CLEANOUT (480FLT4101) 4fYP OF 3 J PG501 M0501 '''.1 7 r/ 4"FR-1, W ��- :// TYP OF 2- II -- 1/2"NPW SEE CU103 L FROM AB5.REFER FOR CONTINUATION TO CU103 FOR i L20•FAD i NOTES. CONTINUATION 1. INSTRUMENTATION SHALL BE LOCATED AS SHOWN ON THE 1/2"PW SEE CU103 ELECTRICAL DRAWINGS.3/8"316 STAINLESS STEEL FOR CONTINUATION INSTRUMENT TUBING SHALL BE ROUTED FROM THE TAP LOCATIONS TO THE TRANSMITTERS.TUBING SHALL BE ROUTED NO LESS THAN 7 FEET ABOVE WALKWAYS AND 2 SHALL BE SLOPED AT 1/8"PER FOOT TOWARDS TAP LOCATIONS.DN m BE PROVIDED AT THE I STRUMENTSREFETRAPS TO HIE INSTRUMENTATION DETAILS N UPPER LEVEL PLAN FOR FURTHER INFORMATION. — 2. 4"DRAIN LINE WITH CLEANOUT.DRAIN LINE IS co 0 1/4"=1'-0" PERFORATED WHILE WITHIN BIOFILTER.UNPERFORATED WHILE OUTSIDE OF FILTER. N,- I O N f`1 M pD `(W _0. PROP.,.,_ OOI �� t�OINFF /O. W oPoG �� 44' 93170.9 11> JAD OW#DAC a MARCH 2018 MEMINIIIIIIIIIIMINI= -.41".- �,_ _ PRo CLEAN WATER SERVICES PROCESS MECHANICAL E, SHEET TITLE SHEET:157 288 owGa D • tally E ONg I w1� THIS BAR IS ONE INCH �:®: �� `• DURHAM AWTRE ODOR CONTROL e: 03/14/18 4q/0 y is CMRT CADRE*. WHEN DRAWING IS C1eanWater CJermeS © BLACK&VEATCH M0102 ��C $ FULL SCALE. Our commitment is clear. PHASE 5 SECONDARY TREATMENT MECHANICAL PLAN Pty EXPIRES:DEC 31,2019 �SDG SCALE AS SHOWN REV it DATE DRN APPD DESCRIPTION EXPANSION PROJECTf10N 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 cws 6757 PRGJ* ENGR STAMP: I I I I �.'8' 14,-2' -- -.___-_-----__ 17.-0" 14'-2' I --PERMEABLE EL 181.5 $ BIOFILTER COVER -1"NPW SPRINKLER MATERIAL(8'DEEP) BIOFILTER MEDIA PAVER CL EL 160.00 (3'DEEP) a I m T.0" LATERAL 45- EL 157.5 SPACING - REFER TO M0302 16411A-40 •Wiz,a.�Y�z `1`�z • *tag • . `14..1 v. `fez 4`ria 4-1,--i -1,-7 �•�z -1c r `!•.z `1`.z 'AK '140.1011 Mr rY�z �Y z 'Viol- �'iz ~Es 'rag '14.4At A'l z V FOR CONTINUATION '` w— O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • 0 0 0 0 0 I '•.moi s 5cz5qo7Z5.tw S zsZ5�o �b7.,6 7(ryb 5 ..w ww 5r7j ....ww0 5 .t.ww 5 b ,5-D..cq7 1"DRAIN HOLE 1°DRAIN HOLE BIOFILTER NER,NOGEOMEMBRANE �"HEADER 6'LATERAL(TYP) 4' REFER TO M0302E 4'DRAIN LINE TO 1'DRAIN HOLE PLENUM ZONE LINER,NOTE 2 INV EL 154.5 4'DRAIN LINE MH-5A.SLOPE AT 1%. MATERIAL DRAIN PIPE PERFORATION CORRUGATED --- PVC FOR CONTINUATION I REFER TO CU-103 INV EL 153.75 1'DRAIN HOLE FOR CONTINUATION rk• t HDPE (DRAIN PIPE) (DRAIN PIPE) 23'-8' I I SECTION IM0101 3/8°=1-0" 1 I I O m V M 4-iz co s O O II Z.'. NOTES: m m(i?n rn ri E 1. ALL BIOFILTER HEADER AND LATERAL PIPING WITHIN THE BIOFILTER SHALL Nm as BE INSTALLED WITH THE SAME CENTERLINE ELEVATION AS INDICATED. .o 2. PREPARE BIOFILTER SUBGRADE TO PROVIDE CONTINUOUS SLOPE OF rgo GEOMEMBRANE TOWARD BIOFILTER DRAIN LINES AT ALL POINTS WITHIN o THE BIOFILTER. `� CCC 0 0i rK GRN IAp OOgTE: MARCH 2018 -� PRa strTmF SHEET:158 OF:288 DWG*.. a•• tal.93170 ig �' DSNJAD * M0301 CLEAN WATER SERVICES PROCESS MECHANICAL 0 THIS BAR IS ONE INCH DURHAM AWWTF 03/14/18 ',In,9 �° ,,K CAME#: WHEN DRAWING IS FULL C1eanWater Services �.BLACK&VEATCH ODOR CONTROL M0301 49�cLE `y SCALE. -" Our commitment is clear. 5 SECONDARY TREATMENT SECTIONS PLC* ,1-1 ° EKPIRES:DEC 31.2019 r S PPPo.SDG SCALE AS SHOWN REV* DATE DRN APPD DESCRIPTION SW Hillsboro H . Hillsboro.Oregon 97123-9379 SYSTEM EXPANSION PROJECT CWS 6757 PRODt ENGR STAMP. I I 1 I I I Er_ , , v BIOFILTER ODOR NOTE 2 FREErTh A BIOFILTER ODOR CL EL 167.52-- D/HUMIDIFIER MO501 CONTROL FAN 2 M0501 STANDING CONTROL FAN 1PREFILTER 1 WATER PANEL �480EF4101D 1-480AD107� {480AD109 J {80EF4102� �80FLT4101 80FLT4101) 111 - - � � �1011 20"FADf1 �" ; III I ( L-‘- J' , < .—,-i CL EL 166.50 I 1 GRADE OPERATING LEVEL N CLEANOUT MO501 EL 161.83' \ 1 GRADE - V- _- EL 161.50' --.20 III - T 111 PENETRATION M - TO ODOR CONTROL FLOOR C - REFER TO CU103 BIOFILTER.REFER TO v FOR CONTINUATION M0101 FOR / Ilk" 111, �� p CL EL 156.50 II �� ITO ODOR CONTROL BIOFILTER.REFER TO - F f M0101 FOR I F al Awa 1 CONTINUATION U U U CL EL 154.68 SECTION MO102 3/8"=1'-0" I NOTES: 1. 4"DRAIN SERVES AS DRAINAGE FOR ALL TRAPS,FLOOR I DRAINS AND THE BURIED PORTION OF THE FOUL AIR DUCT.ALL CONNECTIONS TO THIS DRAIN PIPE ARE NOT SHOWN FOR CLARITY. 2. FOUL AIR PIPING BETWEEN THE PREFILTER AND THE FANS NOT SHOWN FOR CLARITY. 3. PW AND NPW PIPING NOT SHOWN FOR CLARITY. v N ma Oa' N. O N 1'4 ¢<H _„so PROFF 0 of p�5���a"61 N .--,3%0 e tally 93170. _ , ..� -- PRoJHAME. SHEET TITLE: SHEET:159 OF:288 DWG# • S , > IAO MARCH 2018iNionini CLEAN WATER SERVICES PROCESS MECHANICAL _ D oEGONg +'DACGxII M0302 DURHAM AWWTF ODOR CONTROL SECTIONS P aT oqa ,0 THIS BAR IS ONE INCH ('v7 _ DA 03/14/18 N 9 20 SRT CADFILEA WHEN DRAWING IS L1eanWater SeIVICe.S BLACK&VEATCH M0302 PHASE 5 SECONDARY TREATMENT PLO,: EXPIRES:DEC 31.2019 $ FULL SCALE. REv* our commitment is clear SYSTEM EXPANSION PROJECT g $DG SCALE - - - __--- 2550 SW Hillsboro L,vs AS SHOWN DATE j oRN aPPb DESCRIPTION H . Hillsboro,Oregon 97123-9379 cws6757 ENGR STAMP I SECURE PIPING AND COMPONENTS TO ENAMELED STEEL I BACKPANEL -_ SOLENOID II --ROTAMETER VALVE(TYP)� I — — 1 (TYP) -i UNION(TYP) I I ----_- PRESSURE REDUCING V VALVE(TYP) ,- PREFABRICATED - 480PRV602 PIPE BOOT -6"LATERAL I 480PRV601 PANEL SPACE �� � GEOMEMBRANE STAINLESS STEEL HEATER BANDING \� P. '"' BACKFLOW I = PREVENTER NEOPRENE A� # .1,1 ._�..33.. 480FP121 _ RUBBER GASKET NOTE 1 4y 1°NPWTO itimige SPRINKLERS-- 1ROUTE - A11 TO DRAIN POSITION 1 POSITION 2 (NOTE 2) (NOTE 2) I —EXTRUSION WELD 1. 1/2"HOLE SHALL BE DRILLED INTO THE POSITIONS PIPE 1 I INDICATED EVERY 9 INCHES ALONG EACH LATERAL PIPE. DUCT (TMP) 1"NP VARIES 2. ONLY ONE PERFORATION SHALL BE PLACED ALONG THE 1 1/2"PW TO BALL LATERAL PIPE AT EACH 9 INCH SEGMENT. PERFORATIONS VALVE W � PIPE PENETRATION SHALL ALTERNATE FROM POSITION 1 TO POSITION 2. HUMIDIFIER 1/2" PW mol 01 NO SCALE ( "\ LATERAL PIPE PERFORATION M0101 NO SCALE I NOTES: 1. PROVIDE RUBBER GROMMET SEALS AT ALL PIPE PENETRATIONS. 2. WATER PANEL SHALL BE SIZED BY THE CONTRACTOR.REFER TO SECTION 11350,BIO-FILTER SYSTEM(ODOR CONTROL),FOR MORE INFORMATION. FREE STANDING WATER PANEL MO101 NO SCALE i — 20"X20"X12°TEE HUMIDIFIER I CLEAR ACCESS PORT FULL CONE SPRAY NOZZLE TYP,NOTE 1 I NOTE 1&2-\ -4"DRAIN LINE 1/2"PW PIPE-- 1'-6"SQ x 6" -FLAP,AS SPECIFIED DEEP CONC PAD C3/ ( I 1 " NOTE 3 - i m�c®ir3.•.ws-nra>� AS SPECIFIED IED --a SUPPPIPE ORT, ��+ \limo/ ' CLEAN UNION BULKHEAD FITTING CONCRETE CHAMFER ITCONCRETE OR ASPHALT PAVING PLAN �-FINISH GRADE CL -1/2"PWTO WATER PANEL CONCRETE PAD—----- 4. - 1. 1/2"HOLE SHALL BE DRILLED INTO THE POSITION NOTES: LAIR �v/ INDICATED EVERY 12 INCHES ALONG THE DRAIN PIPE. FLOW SUBSTITUTE SINGLE Q 1. NOZZLES SHALL BE AS SPECIFIED IN SECTION 11350,BIO-FILTER - SHORT SWEEP BEND FOR --/}4 6W 2. DRAIN PIPE SHALL ONLY BE PERFORATED WHILE WITHIN Ill THE LIMITS OF THE BIOFILTER. SYSTEM(ODOR CONTROL). EIGHTH BENDS WITH N INVERT ELEVATION LESS - DO NOT CAULK M 2. NOZZLE PIPING SHALL BE REMOVABLE THROUGH FLANGED OPENINGS THAN 2'-0"BELOWMIN CLEANOUT BODY co c 3. DRAINAGE PIPE SHALL BE WRAPPED WITH FILTER FABRIC AS A SINGLE PIECE. FINISHED GRADE— � TO HOUSING E WHILE WITHIN THE LIMITS OF THE BIOFILTER.REFER TO , CLEANOUT AND SECTION 11350,BIO-FILTER SYSTEM(ODOR CONTROL), 3. PIPE SUPPORT TO BE FRP AND BONDED TO DUCT WALL. PLUG m FOR FURTHER INFORMATION. ��� �-� �r J 'c�a 4. HUMIDIFIER ACCESS PORT SHALL BE AS SPECIFIED IN SECTION 11350, —DRAIN PIPE m 0 E BIO-FILTER SYSTEM(ODOR CONTROL). .0E- SECTION PIPE PERFORATION Z o M0301 NO SCALE 5. PROVIDE A TOTAL OF SEVEN NOZZLES ALTERNATING PERPENDICULAR SECTION I M TO AIR FLOW. an;$ (1 DUCT HUMIDIFIER /�1 GRADE CLEANOUT �OPROFF aid- M0102 NO SCALE M0302 NO SCALE ru����G 1 NFF��O Cr 9317 ry '.4 -- 1 PROD NAME. SHEET TITLE: SHEET.160 OF,288 DWG#: D• ON F _______DATE: MARCH 2018 , I • t°$N DAC DWG MDso1 1 1 - CLEAN WATER SERVICES PROCESS MECHANICAL o, _„, THIS BAR IS ONE INCH I - DURHAM AWWT'F az 03/14/18 p�qN 9 ZoS $� APPD: SCALE: ODOR CONTROL M0501 Et CHK:RT CAD FILE#: WHEN DRAWING IS FULL I r C1eanWater Services © BLACK&VEATCH y7o� Our commitment s clear. PHASE 5 SECONDARY TREATMENT DETAILS PLC# EXPIRES:DEC 31,2019 P. SDG AS SHOWN R�# SYSTEMEXPANSION PROJECT - �� -- SCALE. LL o DATE 1 DRN 1 APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 pRa#6757 ENGR STAMP: I NOTES' IS 1. 48"EXCESS FLOW TO SURGE BASINS.SEE CU104 FOR CONTINUATION. 2. TERTIARY TREATMENT IS LIMITED TO 90 MGD.WEIR GATES WILL DIVERT FLOW IN EXCESS OF 90 MGD TO SURGE BASINS. 3. CAP AND TERMINATE 1 1/2"HYPOCHLORITE IN CENTER OF EFFLUENT BOX.DRILL(3)3/16"HOLES IN TOP OF PIPE,SPACED 1"APART.SECURE PIPE IN PLACE WITH SUPPORTS AS DETAILED ON B/MS301. 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I II _2911- 1sx-1x00 iii- 118$ , as el I 3=3==� _ili / _ __'=z? ==a3a�•ea _�_____= 'S- ? -aaa IeN 11 1111111111111111111111111111111111W1: _ ss�'aaa==� �e:a a (1111 a_ a_ aaax =_= -----=--=-------. a-a-=-- a -48.=.._==__.=. a _a1 =___°�-=_-aI u I •a-==a===„===88 IIII1 � -a =am==xa==- _ -sa'�ee=� _ le�lals@ ==,--...=======E all_ x x_= a r1 _ aax 41x0----a Ns0= - __ MSv01 L'�/ O I rl i /IN -7��1=-__ _ _ s_ a //i►•- aa?2=aaa=-=-= 11 �€ I - MS301 9\T =111 _: __=a_-=aag a - ', _ae_�a It;.. -a _ahaz n!C'; =a== ==aaa •-_=_ L ea3= `► '� s =aa= ;a '`�I� Is:, in I :ii=emiil��l glilal i n milli•G••• -aa i '•a-5'11.2 2aa -•! I=9 i2Eg= .1 �_a-1111__ - - =-_ 1�1 TO SURGE BASINS, __ __a.a _ _ _ _ _- ___ =z -='--a=_--iiia=_=_a=-- -s=' _au_ _==a=aaz= IeN•In:i=aaaaa= ?a?ia=s I 1 - aas=_tea= saa =-__ 1'a.___—=a-a9�-a===aa_e_ - = ==a I• N_=a===x -a=__— II ___ - - -aa I ===a=te==-- --- - - -- -- = a- _ 1111_ 425FCV1810i III NOTE 1 ===-----==--............a-..' :__aa 1a= - _x __ _-_ _ w leo Faa=_ =_m---- al' i =_aaaaa =- -�_ -�- zz=�9=ate__=_� I r II==-5-9®-a=;c1=a=x.ii II =1 11=11x1==- .._e.2.:a---:� - ::� - z: 1_==110 2222 ---- = a== =•.-2.--==ax•a—---=° =aaa :_ =-xasas__�'-..a== II m=_r=.-a-=_=_=as..1.= 6'DOWNWARD ACTING __'`1111_--==�=a== =gig :-- - a= _ aa_ -a a ��x rya elia_aa- 'a==-= a I WEIR GATE,NOTE 2 =- ==''_-__ _`A Via a =a a -'--- ==i-_ ====a1.� m-1101..-:ia = _ 9916 is= 5111 -=a=-=11==-9-1-9 1--—_ til ax==a�- - AMa€li===rmIN a .'"-k ._�1111 i .: � _:•-i==-=a_E== 11- rEFEi::_E=-MIN a=E=---s_===''__-- MJXFLG WALL PIPE MT502 mmiliiiii--hili � iiri� i iimummii �iEMEEEM roNl 1o11ai;iii--Mia EN •SIi:sSE- --••elEMEEM _ �__ v F110.2.=21- 21M:_- a=-1 222 =aa----.s. eJ_x_19:axa�_-s-E=, _ E aMMEMEeei00i mil&i�i••=222•m-gmeag. a�,=,i2:p..=s==aa,- .0_- !!"==a1:=iis•iii11 iii aa: I aaa a- 1-====____--`- a0=?� .. � - - -1111_-- --_ - �� MOTORIZED \ x iSS3.= .sa.:iCST�i 01ETi2xx22'f2"-1110!!1• RRe=ffi = _ -PGi _ - `►! SLIDE GATE Ar����� �s��� 71 LII ---- I IMJxPE WALL PIPE /I -- —I—— MT502(TYP OF 2) _— I SE TO TERTIARY TREATMENT VIA SEDS MT502 WALL PENETRATION SEE CU104 FOR CONTINUATION CiThSEE CU104 FOR CONTINUATION IOPERATING LEVEL PLAN UPPER LEVEL PLAN 3/8"=1'-0" 3/8"=V-0" N ao6 O� N,- N C] 0di t- PROFFS Owl ,, ,..011,q-,,d'�O 4, 93170•P �+:JAD MARCH 2018 ���� Pao CLEAN WATER SERVICESE�PROCESS MECHANICAL SHEET 161 266 MGM D • ta0oE sig Ir>2co O EGON ADAC MS101 THIS BAR IS ONE INCH — DURHAM AWWTF SECONDARY EFFLUENT DATE: 03/14/18 oqA"9 zo`� GISCRT GAD k WHEN DRAWING IS =�� CleanWater Serv><Ces a BLACK&VEATCH PHASE 5 SECONDARY TREATMENT COLLECTION STRUCTURE P�: MS101 EXPIRES: FULL SCALE. _ I♦�� Our commitment is clear. SDG SCALE AS SHOWN ��� SYSTEM EXPANSION PROJECT c31.zo1s rsEv 1 are ora w. orlon 2550 SW Hillsboro He/. Hillsboro,Oregon 97123-9379 PLANS #6757 ENGR STAMP: I NOTES. 1. 48"EXCESS FLOW TO SURGE BASINS.SEE CU104 FOR CONTINUATION. 2. TERTIARY TREATMENT IS LIMITED TO 90 MGD.WEIR GATES WILL DIVERT FLOW IN EXCESS OF 90 MGD TO SURGE BASINS. 1 1/4"THK ALUM DISK / / LETAVELRGET ,ATTACHED FOR LASER I / TO GATE STEM `425FCV18101 (1 425VSG810) 6'DOWNWARD '-5'SLIDE GATE I ACTING WEIR GATE,NOTE 2-- ; LASER LEVEL SE CHANNEL - TRANSMITTER, ('rm FLANGE MOUNTED n. " 1 "FLANGED MOUNTED , , -_ , LASER LEVEL 22R' 3= to 111 �„N �� - --��- — - �� - 7/8"HOLES FOR 3/4"SS 1!2" PL 3Bx4x71/2 EXPANSION ANCHORS STILLING WELL MAX WS EL 156.20 STAINLESS STEEL MP) RYP) SUPPORT BRACKET BRACKET I ia h, 12" 1 _ _ � DRILL(6)1"HOLES L fV SPACED EQUALLY OVERFLOW M� AROUND STILLING WEIR EL 153.00 ��� '� WELL,3"FROM ▪ HOLES FOR 1/2"SS ior a BOTTOM OF WELL pr ▪ U-BOLTS AS 4-314"BOLTS REQUIRED w 111 WELD STAINLESS N CO 1/2"PL W/6"WIDE PLAN STEEL PLATE TO BOTTOM OF STILLING r SLOT FOR PIPE WELL,EL 152.50- --- I MJX WALL PIPE Mr T502 �i (ALL STAINLESS STEEL) `- ELANAS REQUIRED —..1 iQ I j L3x3x3/8(TYP) TO SURGE BASINS, 1� �I NOTE 1 III' FLANGE AND PIPE ARRANGEMENT VARIES ' I III I DEPENDENT UPON USAGE 1 =- M i ( ) ,��.�, � 3/8"PL ��. 3/4"EXP SS ANCHORS I II I STAINLESS STEEL MSS SP-69 TYPE 33 , ELEVATION III I PIPE SUPPORT V�I -- - \' NOTES 1.WELD MEMBERS TOGETHER WITH 114" SPACER WASHERS WHERE NEEDED FILLET WELDS.SUPPORT TO BE STAINLESS STEEL. 2.MINIMUM OF 2 SUPPORTS REQ'D AT EA LOCATION(UNLESS OTHERWISE NOTED). SECTION STILLING WELL SUPPORT PRESSURE RELIEF SECTION ASSEMBLY HYPO DIFFUSER SUPPORTS I MS101 3/8"=1'-0" NO SCALE 12"=1'-0" II 4 r;;O 00 O N N IC� o 1- �D PROF co 0 P 11 ,9 ORM JAD MARCH 2018 11•111111•11111111•1PRS CLEAN WATER SERVICES PROCESS MECHANICAL SHEET TITLE: SHEET:162 OR 288 YHG# p • tall EGONg ++DAC E MS�1 DURHAM AWWTF co Dare 03/14/18 N9 20\t' THIS BAR IS ONE INCH ClSECONDARY EFFLUENT WI oyA aseRT CAD REM WHEN DRAWING IS C1eanWater SG'iV1CCS �'BLACK&VEATCH PHASE 5 SECONDARY TREATMENT MS301 40CLE+ I FULL SCALE. Our commitment is clear COLLECTION STRUCTURE P SDG 90M AS SHOWN SYSTEM EXPANSION PROJECT EXPIRES:DEC 31.2019 c REV, DATE DAN nano DESCRIPTION 2550 SWHillsboro Hwy. Hillsboro.Oregon 97123-9379 SECTIONS AND DETAILS s 6757 PROD it ENGR STAMP. I GENERAL ABBREVIATIONS VALVE LEGEND PIPING LEGEND GENERAL PLUMBING NOTES A E I ELAN SECTION PIPING ABOVE FLOOR OR GRADE 1. THIS IS GENERAL LEGEND AND ABBREVIATION SHEET FOR THE PLUMBING DRAWINGS.SOME ITEMS A ALARM,COMPRESSED E ELECTRIC I INTAKE PRV PRESSURE REDUCING VALVE 00 c ANGLE VALVE CONTAINED ON THIS SHEET MAY NOT BE USED ON THIS SPECIFIC PROJECT. AIR OUTLET EA EACH ID INSIDE DIAMETER PS PRESSURE SWITCH PIPING BELOW FLOOR OR GRADE AC AIR COMPRESSOR EEW EMERGENCY EYE WASH IN INCHES PSI POUNDS PER SQUARE INCH BACKFLOW PREVENTER 2. ALL MECHANICAL PLUMBING WORK SHALL BE IN ACCORDANCE WITH THE FOLLOWING APPLICABLE AD ACCESS DOOR,AIR DRYER EFF EFFICIENCY INV INVERT PSIA POUNDS PER SQUARE INCH W/STRAINER(2"AND SMALLER) "' "" ' PIPE TURNING UP CODES: AFD ADJUSTABLE FREQUENCY EL ELEVATION ABSOLUTE DRIVE EP EXPLOSION PROOF J PSIG POUNDS PER SQUARE INCH L 2014 OREGON FIRE CODE(OFC) .,, ., BACKFLOW PREVENTER @ q„�. 2014 OREGON PLUMBING SPECIALTY CODE AFF ABOVE FINISH FLOOR EQUIP EQUIPMENT JS JANITOR'S SINK GAUGE PIPE TURNING DOWN (OPSC) 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) ALUM ALUMINUM ES EMERGENCY SHOWER gn AP ACCESS PANEL ES/EEW EMERGENCY SHOWER AND K R - Ltv BACKWATER VALVE 3. FOR ROOFTOP EQUIPMENT CURBS,FLUES,AND FLASHING DETAILS,SEE ARCHITECTURAL APPROXAPPROXIMATE EYEWASH KS KITCHEN SINK RCS REMOTE CONTROL STATION PIPE FITTINGS LEGEND RAWINGS. AR AIR RECEIVER ET EXPANSION TANK KW KILOWATT RD ROOF DRAIN AUTO AUTOMATIC EWC ELECTRIC WATER COOLER , READ REQUIRED BALL VALVE 4. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL EQUIPMENT BASE DETAILS. AVG AVERAGE EWH ELECTRIC WATER HEATER AVS AUTOMATIC VALVE STATION EWT ENTERING WATER LAV LAVATORY S 7 BUTTERFLY VALVE S BLIND FLANGE 5. "SCREENED"DELINEATION DENOTES EXISTING AND NEW FACILITIES AND IS FORREFERENCE B TEMPERATURE LBS POUNDS SF SQUARE FEET,SUPPLY FAN ONLY. "LIGHT'LINE DELINEATION DENOTES EXISTING MECHANICAL EQUIPMENT AND SYSTEMS. EXIST EXISTING LI LEVEL INDICATOR SH SHEET,SHOWER EXISTING FACILITY AND MECHANICAL SYSTEMS INFORMATION WAS TAKEN FROM PREVIOUS LS BF BLIND FLANGE LABORATORY SINK,LEVEL SIM SIMILAR CI Il CHECK VALVE B CAP DRAWINGS,CONSTRUCTION RECORDS,DATA,AND FIELD SURVEY INFORMATION.ACTUAL BFF BELOW FINISH FLOOR SWITCH SS STAINLESS STEEL LOCATION,ARRANGEMENT,AND DIMENSIONS SHALL BE FIELD VERIFIED AND WORK INSTALLED TO BFP BACKFLOW PREVENTER F DEGREES FAHRENHEIT LWT LEAVING WATER SSK SERVICE SINK GATE VALVE B REDUCER BLDG BUILDING FCO FLOOR CLEANOUT TEMPERATURE SSP SUBMERSIBLE SUMP PUMP WORK TO BE CONSTRUCTED UNDER THIS CONTRACT. BOT BOTTOM FD FLOOR DRAIN MAU MAKEUP AIR UNIT STD STANDARD BTUH BRITISH THERMAL UNITS FDB DEGREES FAHRENHEIT M SV SERVICE VALVE,SHUTOFF VALVE, El (] GLOBE VALVE MEET ACTUAL CONDITIONS AND LOCATIONS ENCOUNTERED."BOLD"(DARK)DELINEATION IS NEW SLEEVE 6. ALL PIPE PENETRATIONS THROUGH FIRE RESISTANCE RATED ASSEMBLIES SHALL BE PROVIDED PER HOUR DRY BULB SUPPLY VALVE,SOLENOID VALVE TPA WITH FIRESTOP SYSTEMS,EQUIPMENT AND ACCESSORIES TO RESIST THE PASSAGE OF FIRE, BU BELL-UP FLEX FLEXIBLE MAX MAXIMUM T �._ -It- PLUG VALVE I I TEST PLUG SMOKE AND OTHER GASES. THE ORIGINAL FIRE RESISTANCE RATING OF THE ASSEMBLY 111 BV BALL VALVE FM FLOW METER MCA MINIMUM CIRCUIT AMPS PENETRATED SHALL BE MAINTAINED FOR ALL TYPES OF PENETRATIONS. SEE ARCHITECTURAL C FPM FEET PER MINUTE MFR MANUFACTURER TD TRENCH DRAIN DRAWINGS FOR RATED ASSEMBLY LOCATIONS. FR FUNNEL RECEPTOR MIN MINIMUM TP TRAP PRIMER C CHANNEL FS FLOOR SINK,FLOW SWITCH MODMODULATING MINIMUM TS TAMPER SWITCH ® PRESSURE REDUCING VALVE ® UNION 7. METAL ROOF DECKING OR BOTTOM CHORD OF BAR JOISTS SHALL NOT BE USED FOR THE CENTR CENTRIFUGAL FSW FILTER SURFACE WASH MS MOP SINK TYP TYPICAL SUPPORT OF EQUIPMENT OR PIPING. CF CABINET FAN FT FEET op C4 THREE WAY VALVE liE) P-TRAP ' C/L CENTERLINE G N CO CLEANOUT NC NORMALLY CLOSEDVURU URINAL 8. ALL HANGERS,BRACKETS,OR BRACES FOR EQUIPMENT AND PIPING ARE NOT INDICATED ON THE CONC CONCRETE G GAS OUTLET NO NORMALLY OPEN,NUMBER VTR DRAWINGS. REFER TO THE SPECIFICATIONS FOR SUPPORT REQUIREMENTS NOT SHOWN ON THE CONN CONNECTION GA GAUGE NPSHR NET POSITIVE SUCTION HEAD PLANS. CONT CONTINUATION GALV GALVANIZED REQUIRED V VERTICAL PIPING ACCESSORIES LEGEND PLUMBING LEGEND 9. ALL EQUIPMENT AND PIPING FINAL LOCATIONS SHALL BE COORDINATED TO AVOID INTERFERENCES CP CIRCULATING PUMP GCO GRADE CLEANOUT NT NEUTRALIZATION TANK VAC VACUUM OUTLET WITH STRUCTURE,OTHER PIPING,EQUIPMENT,DUCTWORK,AND CONDUIT. UNLESS SPECIFICALLY I CS CONTROL STATION GD GARBAGE DISPOSER0 VB VACUUM BREAKER DIMENSIONED,THE PIPE ROUTING SHOWN IS INTENDED TO INDICATE GENERAL LOCATION ONLY. CV CHECK VALVE,CONTROL GIH GAS INFRARED HEATER VCD VOLUME CONTROL DAMPER VALVE GPM GALLONS PER MINUTE OD OUTSIDE DIAMETER VF VANEAXIAL FAN +i FLEXIBLE CONNECTION BELL-UP DRAIN OR 10. ALL PIPING SHALL BE ROUTED AS HIGH AS POSSIBLE WITH A MINIMUM HEIGHT OF 8'-0"ABOVE THE CWW CLEAR WATER WASTE GUH GAS UNIT HEATER ORDOVERFLOW ROOF DRAIN VP VACUUM PUMP FUNNEL RECEPTOR W/ WALKING SURFACE UNLESS OTHERWISE INDICATED BY A CENTERLINE OR INVERT ELEVATION. GV GATE VALVE VSP VERTICAL COLUMN SUMP PUMP I e" HOSE FAUCET W/0 VACUUM BREAKER TRAP D GW GLASS WASHER P VTR VENT THRU ROOF HF CLEANOUT(FLOOR) D DIRECT DRIVE GWH GAS WATER HEATER PD PRESSURE DROP(FEET OF 11. ALL HOSE FAUCETS AND HOSE VALVES SHALL BE INSTALLED 3'-0"ABOVE FINISHED FLOOR UNLESS DEH DEHUMIDIFIER WATER) W PAC PACKAGED AIR CONDITIONINGW WIDE FLANGE,WIDTH '*' HOSE FAUCET W/VACUUM BREAKER OTHERWISE NOTED. WALL HYDRANTS SHALL BE INSTALLED 2'-0"ABOVE GRADE UNLESS H CLEANOUT(PIPE) OTHERWISE NOTED. DF DRINKING FOUNTAIN HFVB DIA DIAMETER H HAND OPERATOR,HEIGHT, UNIT WBP WATER BOOSTER PUMP MN HOSE VALVE W/HOSE NIPPLE -...0.- BLENDING VALVE 12. ALL HOSE FAUCETS AND WALL HYDRANTS SHALL BE NOMINAL 3/4"PIPE SIZE UNLESS OTHERWISE DN DOWN HORIZONTAL PDI PLUMBING AND DRAINAGE WC WATER CLOSET,WATER COLUMN NOTED. ALL HOSE VALVES SHALL BE 1 1/2"NOMINAL PIPE SIZE UNLESS OTHERWISE NOTED. I DSN DOWNSPOUT NOZZLE HE HEAT EXCHANGER,HELIUM INSTITUTE WCO WALL CLEANOUT DOWNSPOUT NOZZLE PRSI PRESSURE REDUCING STATION ID HF HOSE FAUCET PDS PRESSURE DIFFERENTIAL WG WATER GAUGE 13. ALL HOSE FAUCETS,WALL HYDRANTS,AND OTHER OUTLETS ON NON-POTABLE WATER LINES HO HAND-OFF SWITCH WH WALL HYDRANT KT PRESSURE RELIEF VALVE I^ WHICH COULD BE USED FOR DRINKING OR DOMESTIC USE SHALL BE POSTED AS REQUIRED BY HOA HAND-OFF-AUTO PL PLATE WHA WATER HAMMER ARRESTOR �.I EMERGENCY SHOWER/ THE APPLICABLE CODES. IN ABSENCE OF A CODE REQUIREMENT,THE OUTLETS SHALL BE POSTED HP HORSEPOWER POSPOSITION WM WALL MOUNTED EYEWASH WITH A TAG IN THE SHAPE OF A 4"EQUILATERAL TRIANGLE BEARING THE LEGEND"DANGER:UNSAFE HR HOUR,HOSE REEL PPM PARTS PER MILLION WST WATER STORAGE TANK PRESSURE/TEMPERATURE HUM HUMIDIFIER PRS PRESSURE REDUCING WT WEIGHT T RELIEF VALVE WATER"IN LETTERS NOT LESS THAN 1/2"IN HEIGHT.THIS TAG SHALL BE SECURELY ATTACHED IN A I FLOOR DRAIN VISIBLE LOCATION DIRECTLY ABOVE OUTLET.THE TAG SHALL BE PAINTED ORANGE AND THE HV HOSE VALVE STATION Q a QUICK COUPLING LETTERS BLACK. HWB HEATING WATER BOILER HZ HERTZ ®�WH WALL HYDRANT W/VACUUM BREAKER HOSE RACK 14. ALL RELIEF VALVES SHALL BE PIPED TO FLOOR OR BELL-UP DRAINS. ® METER 1I - HOSE REEL 15. SEISMIC RESTRAINTS/BRACING SHALL BE PROVIDED FOR ALL EQUIPMENT,PIPING AND SYSTEM ABBREVIATIONS ACCESSORIES IN ACCORDANCE WITH THE LATEST SMACNA SEISMIC RESTRAINT MANUAL AND =� WYE STRAINER LOCAL BUILDING CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SEISMIC SUPPORTS AND NIAIEB NPHW HOT WATER (NON-POTABLE) MOUE H HYDROGEN 0 ROOF DRAIN ADDITIONALlMISCELLANEOUS STEEL REQUIRED FOR PROPER INSTALLATION OF SUPPORTS. FUR GAS SUPPORTS AND SEISMIC RESTRAINTS DESIGN SUBMITTALS SHALL BEAR THE STAMP AND NPW PLANT EFFLUENT WATER FRY HOT WATER (POTABLE) CRV CHEMICAL RESISTANT VENT G NATURAL GAS HE HELIUM DE DEIONIZED WATER PW COLD WATER (POTABLE) CRW CHEMICAL RESISTANT WASTE NE METHANE �`� WYE STRAINER W/BLOWOFF DW DISTILLED WATER SVW SERVICE WATER CWW CLEAR WATER WASTE PG PROPANE GAS N NITROGEN D. SHOWER SIGNATURE OF AN ENGINEER LICENSED IN THE STATE OF OREGON. I F FIRE PROTECTION WATER SW SEAL WATER D INDIRECT DRAIN NO NITROUS OXIDE HWC HOT WATER CIRCULATING (POTABLE) TNPW TEMPERED NON-POTABLE WATER PD SUMP PUMP DISCHARGE CPFr•Tq+ ox OXYGEN li VACUUM BREAKER 16. INSULATION SHALL BE PROVIDED FOR EQUIPMENT AND PIPING SYSTEMS AS TW TEMPERED OA BLENDED WATER SAN SANITARY DRAIN A COMPRESSED AIR VAC VACUUM SPLASH BLOCK INDICATED IN THE SPECIFICATIONS. ST STORM DRAIN ACET ACETYLENE V VENT AR ARGON 0 WATER HAMMER 17. PLUMBING VENTS OUTLETS SHALL BE LOCATED A MINIMUM OF 10'AWAY FROM ANY OUTSIDE AIR SCHEMATIC VALVES PLUMBING SCHEMATICS SCHEMATICS SPECALTIES ARRESTOR W/PDI SIZE INLET. DESIGNATION 18. PIPING SIZES TO EQUIPMENT AND EQUIPMENT SUPPORTS SHALL BE VERIFIED AND ADJUSTED TO ANGLE VALVE p� BELL-UP DRAIN OR FUNNEL 0 AUTOMATIC VALVE STATION PRESSURE RELIEF VALVE MATCH ACTUAL EQUIPMENT FURNISHED. -1a,1�Qf- BACKFLOW PREVENTER W/STRAINER FCO RECEPTOR W/TRAP f� (2"AND SMALLER) o— CLEANOUT(FLOOR) LS}Fl BASKET STRAINER PRESSURE/TEMPERATURE ( ) RELIEF VALVE CONTROLS AND INSTRUMENTATION --1>Tasimp� BACKFLOW PREVENTER CO COMBINATIONARGEVALVE PUMP -C� CLEANOUT(PIPE) DISCHARGE VALVE �.r BACKWATER VALVE HW QII QUICK COUPLING F FLOW SWITCH _CW]>- BLENDING VALVE I�+ FLEXIBLE CONNECTION ROTAMETER SCHEMATIC FITTINGS SCHEMATICS GAUGE ACTIVATOR/ISOLATOR —0 BALL VALVE a DOWNSPOUT NOZZLE OR SHOWER rf,.3FLOW CONTROL VALVE (2) SIGHT FLOW INDICATOR Q AIR-GAP FITTING r� a LEVEL SWITCH II BLIND FLANGE 2 --i\I BUTTERFLY VALVE c c EMERGENCY SHOWER/EYEWASH FLOW SENSOR METER LJ SUCTION DIFFUSER(SCHEMATIC) ] CAP Y BELL-UP DRAIN OR g n CHECK VALVE FLOOR DRAIN PRESSURE GAUGE W/ FUNNEL RECEPTOR ® I HF HOSE FAUCET TP TRAP PRIMER SHUTOFF VALVE —Co— REDUCER I, D4 GATE VALVE DI HOSE FAUCET W/ T FLOOR CLEANOUT oo•? P-TRAP HF fll WH WALL HYDRANT W/VACUUM BREAKER CSS SOLENOID OPERATOR SLEEVE o sr Co- GLOBE VALVE VACUUM BREAKER n '` FLOOR DRAIN w.. 'fl ROOF DRAIN KM) METER `i— THERMOMETER-DIAL TYPE TTP TEST PLUG 0 vl PLUG VALVE -C-0I HOSE VALVE W/HOSE NIPPLE S c' FLOOR DRAIN W/ SPLASHBLOCK THERMOMETER-STEM TYPE Fl WYE STRAINER UNION FUNNEL IF, A- PRESSURE REDUCING VALVE ci A WATER HAMMER ARRESTOR W/ 4 AIR VENT S�O WYE STRAINER W/BLOWOFF v P TRAP o I- -- -rte- — THREE WAY VALVE PDI SIZE DESIGNATION [PRS PRESSURE REDUCING STATION VACUUM GAUGE W/SHUTOFF VENT THROUGH I¢ VACUUM BREAKER 'P VALVE 11 00 f ROOF(VTR) to PRof VS'F,%GINEF,P`r�O > DRNDAH DATE MARCH 2018 � PHE, 93181 9 SHEET TITLE: SHEET,163 OP 288 DWG# �j p - It`D G KMC OWGM PGoo1 - � CLEAN WATER SERVICES PLUMBING p1! a116]REGONlg THIS BAR Is ONE INCH _ DURHAM AWWTF LEGENDS,ABBREVIATIONS& DATE' 3/15/18 -1'4,;44'. 9�,0 WHEN DRAWING IS C1eariWateI ServiCCs © BLACK&VEATCHPG001y W. co.' I RWC CAD FRE#: -_. ..._ $ FULL SCALE. I o��commitment is clear. PHASE 5 SECONDARY TREATMENT GENERAL NOTES PICA g SDG SCALE. NOT TO SCALE SYSTEM EXPANSION PROJECT EXPIRES:DEC 31,2019 REV#'i DATE ORR APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123.9379 Pryaw 6757 ENCR , , 90 DEG ELBOW-- FLOOR DRAIN, SET TOP OF FLOOR EXTENSION SPLIT 45 DEG ELBOW--- WITH TRAP PRIMER DRAIN AT ELEVATION PIPE -- PIPE CLAMP CONNECTION / INDICATED ON PLANS tr(OR COLUMN WIDTH) HANGER I MALE HOSE- '� �11% FINISHED- FINISHED-- -CLEANOUT,AS r- -- 1/4'x1 1/2" I FLANGE IR - TNIPPLE �,. FLOORSLOPE FLOOR ASFLOOR SPECIFIED % SS BAR(TYP) g" \ INDICATED ON PLANS WALLI�� �- I 10 GAUGE SS FASTENER / WITH ALL (TYP) LUG CAP s _� EDGES GROUND _ EL 3'-0"AFF PIPE SLEEVE •' SUBSTITUTE SMOOTH r OFFSET TO r, q FLOOR-ILL-I" SWEEP BEND FOR \111 CLEANOUT fp ' p�1 HIGH PRESSURE I WALL ► SINGLE SHORT 4"RADIUS IlII� OR COLUMN FAUCET FLASHING CLAMP AND PLUG 1 (n P) - HOSE RACK 11111111111=1 I27"DIA CHLORINATED EIGHTH BENDS ` DRAIN PIPE 3/8"SS BENT 3/8"SS BENT BOLT DROP-EAR 90 ---. POLYETHYLENE WATER �_ WITH INVERT BOLT IN IN MASONRY 1.SEE PLANS AND SPECIFICATIONS ISNOT ON GRADE ELEVATION LESS MASONRY 3/8"SS ANCHOR BOLT FLASHING WHERE SLAB - THAN 2'-0"BELOW 8 (TYP) IN CONCRETE,3/8" DEC ELBOW t NOTES'OR PIPE DIAMETERS. CONTAINMENT MEMBRANE ®) FINISHED FLOOR BOLT,NUT AND LOCK 1. PROVIDE ON �I'� 13/16 (TMP) WASHER FOR COLUMN 2. OSN HOE PLANS.N.SPECIFICATIONSEFAUCETS WHERE INDICATED / - I -` MOUNTING 2.LUG CAPS AND CHAINS SHALL BE - WALL OR COLUMN PROVIDED ON HOSE VALVES LOCATED DEEP-SEAL"P"TRAP---' FOR PIPE DIAMETERS. OUTDOORS. FRONT SECTION HOSE FAUCET PIPE MOUNTING HOSE VALVE PIPE MOUNTING i FLOOR DRAIN-NEW FLOOR ( FLOOR CLEANOUT-NEW FLOOR c WALL OR COLUMN MOUNTED HOSE RACK NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE DISCHARGE PIPE SUMP VENT ---I- 1 ---SHUTOFF VALVE(TYP) 1/2"TW BACKFLOW PREVENTER, SUPPLY INLET LIFTING HANDLE AND UNION(TYP) SEE PLAN FOR LABEL, LOCKING HASP -"-- SIZE AND LOCATION 1"NPW FOR NEOPRENE GASKET � L c --"- „,__ (TYP OF 2) BACKFLUSHING ` - EEW I LEVEL CONTROL POTABLE \1 NON-POTABLE FOR SHEET UAT4 FLANGE I OPENING o FOR CONTINUATION, WITH WATERSTOP TERMINATE PIPE 2” SAMPLE LINE T 1"SAMPLE LINE, 3"FUNNEL RECEPTOR , SUMP COVER WATER, WATER,SEE 1•NPW 4 / ABOVE TOP OF FR " /�o 2"VENT FINISHED • 1/2"SS SEE PLANS PLANS FOR \ ILma EXPANSION DISCHARGE PIPE FOR SIZES \ SIZES �' [ TOP OF FR 1' 'Tit FINISHED ANCHOR - CHECK GUIDE POLE VALVE .I.4 •1��.•.. .IIS li �/ 1"BALL VALVE(TYP) FLOOR AFF r SS LIFTIN 00rol,,,,,4„,,i ) _ ' " \ PIPE SUPPORT — GCABLE I `�` I MI U 'o STRAINER-� I SUMP VENT r 1"FEMALE HOSE1 1/4"DRAIN (TYP) > ADAPTER,TERMINATE TO SAN SENSOR CABLE T.=OMIT' I GASKETED AND ��I���!u L; �/ =Il10r 2"ABOVE SINK RIM M FLOOR SLAB I POWER CABLE _� HINGED A SUPPORT BFP FROM 001 2"\>(TYP) PUMP0 INSPECTION F WALL,SEE PIPE COVER(TYP) w SUPPORT SPEC 3"CO DEEP-SEAL ��I� NOTES. I, "P"TRAP Ell LEVEL - 1.PROVIDE SIGNAGE FOR CONTROL (TMP) SECTION PLAN III 2" EMERGENCY EYEWASH LOCATION I AIR GAP FITTING, 3° BASE PLATE / 2.PROVIDE SIGNAGE FOR EMERGENCY ROUTE DN TO DRAIN NOTESEE (TYP OF 2) \`- LOCATE FUNNEL RECEPTOR /S� EYEWASH OPERATION. DESIGNATION PLANS FOR ASUMP DISLOCATION,OATE PIPE PUMPSIPS. DRAIN BELOW RELIEF VALVE I 2. VALVESN AND FITTINGS ARE SIMILAR FOR OF BACKFLOW PREVENTER, � FUNNEL DRAIN-NEW FLOOR EMERGENCY EYE WASH BOTH PUMPS. DRAIN SIZE AS INDICATED ON SAMPLE SINK PIPING NO SCALE NO SCALE PLANS NO SCALE SUBMERSIBLE SUMP PUMP-REMOVAL SYSTEM ( STACKED BACKFLOW PREVENTERS INO SCALE NO SCALE HOSE FAUCET OR - 1/2"SS EXPANSION HOSE RACK-\ 3/8"HOT HANDRAIL HOSE VALVE AS 1 ANCHORS OR ANCHOR 2'-0. \ WATER OUTLET x/- 1!4"xt 1/2" r INDICATED BOLTS(TYP OF 12) 12° ,i ON DRAWINGS SS BAR(TYP) \\ -TO EMERGENCY I INSTANTANEOUS I TO EQUIPMENT/ 90 DEG - _ _� WATER MIXING VALVES 45 DEG ELBOW�, H 'r il ALL EDGES S WITH r= IC TW - EYEWASH ! ELBOW CRANK r 6_,t__ III' • HEATER .-I-'� �� RAND ,' 27� �� 3/16 ELECTRICAL SOURCE FAN\ PW MALE HOSE ��' r^ ELECTRIC l 1 .. •4• I 1 112•NPW eD GROUND SMOOTH • I • NIPPLE Tlogii1-1 i 11.1-1'11l =®I f ' ' I 8"� SUIPPLY � • �g=u • -4"RADIUS(TYP) CONDUIT 3/8"COLD NOTES LUG CAP ` ' n NPW,SEE 3/16"SS PLATE- WATER INLET 1. SEE PLANS FOR PIPE SIZES I ATTACH PLATE TO PIPE SUPPORT-/ / PLAN FOR SIZE HANDRAIL HANDRAIL WITH 2. SET TO 70 DEG FOR EMERGEMCY PER SPECS FLOOR RUBBER HOSE,T-0"MINIMUM 30• (TYP)" 5/16"SS U-BOLTS JUNCTION BOX FIXTURES. LENGTH.TYPE AS SPECIFIED FOR 411 FLOOR CURB (4 PLACES) BY ELECTRICAL HOSE REEL. NOTES. PIPE SUPPORT FRONT BIDE FLOOR-� THERMOSTATIC MIXING VALVE DETAIL NOTES BRACKET NOTE 1. HEATER TO BE INSTALLED BELOW NO SCALE THE EXACT ORIENTATION OF WATER SUPPLY PIPE AND HOSE VALVE SHOULD THE LEVEL OF ALL HOT WATER 1.LUG CAPS AND CHAINS SHALL BE BE AS REQUIRED TO SUIT THE SPECIFIC INSTALLATION. FRONT SECTION OUTLETS SERVICED BY THE HEATER. PROVIDED ON HOSE VALVES LOCATED mo OUTDOORS. NN (- WALL MOUNTED HOSE REEL ( RAILING MOUNTED HOSE RACK (5,.WALL ELECTRIC WATER HEATER ( HOSE VALVE RAILING MOUNTING ita NO SCALE NO SCALE NO SCALE NO SCALE o QED PRO oo I< FS > DAH ATE: MARCH 2018 PROJNMIE: SHEET TITLE: SHEET:164 OF: DWG#tell 931St �� rt CLEAN WATER SERVICES PLUMBING 266 D�' aiEDsig DSN 1 - — -_. - P - DURHAM AWWTF DETAILS, RISER DIAGRAMS DATE= 3/15/18 94oy 9,2°%s:' KMC owG# PG501 THIS BAR IS ONE INCH C RWC CAD ELS t WHEN DRAWING IS T GleBR ate SeN1GPS ©'BLACK&VEATCH PG501 �� W co-' FULL SCALE. PHASE 5 SECONDARY TREATMENT AND SCHEMATICS - --.—. REV# DATE DRN APPA Our commitment is clear. PLCfk SDG SCALE NOT TO SCALE $ SYSTEM EXPANSION PROJECT �r5 — exPIRES:DEC 31,2019 S DEscmpTioN 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PROD#:6757 ENGR STMIP: I IPIPING ACCESSORIES SCHEDULE UNIT I NUMBER MANUFACTURER MODEL DESCRIPTION FCO-1 SMITH 4111 SERIES HEAVY DUTY FLOOR CLEANOUT,SECURED ROUND ADJUSTABLE NICKEL BRONZE TOOP. FD-1 SMITH 2310 SERIES MEDIUM DUTY CAST IRON FLOOR DRAIN,ADJUSTABLE TOP. FR-1 SMITH 3800 SERIES MEDIUM DUTY CAST IRON FUNNEL RECEPTOR,WATERSTOP FLANGE,THREADED OR NO-HUB CONNECTION. MV-1 HAWS 9201H THERMOSTATIC MIXING VALVE,1/2"BODY,0.5 GPM MINIMUM FLOW,7.5 GPM FLOW AT 20 PSI MAXIMUM IDIFFERENTIAL PRESSURE,INITIAL SETPOINT 70F. PLUMBING-SUBMERSIBLE SUMP AND SEWAGE PUMP SCHEDULE POWER SUPPLY SUMP LEVELS(FT),SEE NOTE 1 I MAXIMUM LEAD LAG HIGH UNIT CONTROL CAPACITY TOTAL SPEED MOTOR DISCHARGE PUMP PUMP WATER NUMBER LOCATION MANUFACTURER MODEL PUMP TYPE TYPE (GPM) HEAD(FT) (RPM) HP VOLTS PHASE SIZE(IN) PUMPS OFF ON ON ALARM NOTES 470P8104 GALLERY WEIL 1624 SUBMERSIBLE DUPLEX 60 25 3450 5 480 V 3 2 1'-0" 3'-0" 3'-3" 3'-5" 1,2,3,4 I 470P8105 GALLERY WEIL 1624 SUBMERSIBLE DUPLEX 60 25 3450 5 480 V 3 2 1'-0" 3'-0" 3'-3" 3'-5" 1,2,3,4 REMARKS: 1-HIGH WATER ALARM 2-SUMP COVER REQUIRED 3- LIFTING CHAIN 4-REMOVABLE SYSTEM I PLUMBING-BACKFLOW PREVENTER SCHEDULE MAXIMUM PRESSURE DROP UNIT NUMBER LOCATION MANUFACTURER MODEL SERVICE BODY SIZE(IN) MAXIMUM FLOW(GPM) (PSI) I 465BFP4202 GALLERY FEBCO LF860 POTABLE WATER 2 20 10 465BFP4201 GALLERY FEBCO LF860 POTABLE WATER 2 20 10 I PLUMBING FIXTURE SCHEDULE CONNECTION SIZES UNIT WATER WASTE NUMBER MANUFACTURER MODEL DESCRIPTION HOT COLD WASTE VENT NOTES EEW-1 HAWS 7360BTWC EMERGENCY EYE/FACE WASH,WALL MOUNTED,1/2"IPS TEMPERED WATER SUPPLY. 0" 1/2" 1 1/2" 1 1/2" 1 I SSK-1 ELKAY WNSF8124 SAMPLE SINK,24"x24",FREE STANDING,14°DEEP,14 GAUGE STAINLESS STEEL,2"DRAIN,NO DRAINBOARD,STAINLESS STEEL LEGS,DRAIN: 0" 0" Z° 2" ELKAY LK25 RT. SSK-2 AMERICAN 7695.000 SERVICE SINK,24"x20",WALL MOUNTED,CAST IRON,SINGLE BOWL,BLANK BACK,WALL MOUNTED FAUCET FOR EXPOSED OVERHEAD 1/2" 1/2" 3" 1 1/2" STANDARD SUPPLIES,FAUCET:CHICAGO 835. I REMARKS: 1-TEMPERED WATER SUPPLY PLUMBING EQUIPMENT SCHEDULE I UNIT NUMBER MANUFACTURER MODEL DESCRIPTION HR-1 HANNAY 3528-25-26 HOSE REEL WITH 1 1/2"SWIVEL WATER SUPPLY AND 50 FEET TYPE 1 HOSE. HR-2 HANNAY 3024-25 26 HOSE REEL WITH 3/4"SWIVEL WATER SUPPLY AND 100 FEET TYPE 2 HOSE. 465WHTR4201 CHRONOMITE SR-20L/208 ELECTRIC INSTANTANEOUS WATER HEATER,1.0 GPM,28 F RISE,4.2 KW,208 VOLT,1 PHASE,60 HZ. I I I m g..7,N 0 wN N Ics N 7 M a di 0 I- o al �0 PROF 165 288 93181. QDAH °wc MARCH 2018 I SHEET SHEET DWG -• DATE: - _- _- - PROJNAlAE: - pi. all sig asR:KMC Dwcr.PG601 — CLEAN WATER SERVICES PLUMBING THIS BAR IS ONE INCH DURHAM AWWTF arE: 3/15/18 :::::::°:: �0SCHEDULES WHEN DRAWING IS C1eanWateSernCes BLACK&VEATCH PG601 owcRWC `A0f1E ' T PHASE 5 SECONDARY TREATMENT c '�$ -- -- -- � Oux commitmeat is clean " PLdk.REV#SDG NOT TO SCALE ALE ��' zsso sw Hllsboro SYSTEM EXPANSION PROJECT x757 ,2079 APPD' SCALE: PROJ#: ENGR STAMP: a DATE DESCRIPTION Hwy. Hillsboro,Oregon 97123-9379 ays I I r o LJtc. a I ® " --- rn 1.1" IfI� IIId i ® 1I 11 ' i :9 .µ iii i I'" 11 - u I I1._-- -- - - - - — --� _3 9.1A.4124 atit&thevalguriargamonentworak,-immimaimm wzdilla: -.4„ ,, 71 .` i i j/ 4_t ,,,11;,1, dli i frtr �u � 6 z SEE ENLARGED PLAN ON CJ/ t m - Ilt�I ��� p SHEET PT103 FOR DETAILS � nor �i1� � '. C �€ it I � SEE ENLARGED PLAN ON SEE ENLARGED PLAN ON I II / SHEET PT102 FOR DETAILS SHEET PT104 FOR DETAILS , II Iv Iii - I I li l Lu i a'� y ' .....II 1 AREA IV 0 .-•N AREA VI Nm GALLERY-PLUMBING OVERALL PLAN AREA 1/16"=1'-0" °'# IW olo KEY PLAN ��. NROeFs,/y co :DAH gra MARCH 2016Ir miniiiPROJNAME CLEAN WATER SERVICES SHEET TITLE: PLUMBING SHEET:166 �:288 GwG. pi,a119YY31,851�J 9 KMC DW"PT101 bREGGN THS BAR IS ONE Pal P ::Rwc GM . WHEN DRAWINGINCH C1eanWater SeN1Ces 121 BLACK&VEATCH DURHAM AWTRE GALLERY PLUMBING- °",E: 3116n6 PT101 '�°✓'" 9�e��' PHASE 5 SECONDARY TREATMENT OVERALL PLAN r" "'s I FULL SCALE. Our commitment i.clear. SYSTEM EXPANSION PROJECT EXPIRES:DEC 31.2019 SDG SCALE 1/16'=1'-0" 6757 c nEvs ash DAN nppn DESCRIPTION 2550 SW Higsboro Hwy. Hillsboro,Oregon 97123-9379 -'s p: ENGR$TAMP- rGENERAL SHEET NOTES 1. ALL SANITARY PIPING WILL HAVE 1/8"/12" I MATCHLINE_SEE SHEET PT103 FOR CONT DOWNARD SLOPE. rir 2. ALL PIPING UNDER STRUCTURES SHALL BE CONCRETE ENCASED PER DETAIL A/S005. Ia 5�OQ�l/// 9 Ii OPERATING FLOOR&TRENCH6"SAN GRATING EL 139.00 1 r TRENCH EL NCH (AT HP) (1/8"PER FT TO LP) Il r 11 ill a. 1 r H I -1/2"PWTO H i. FLOOR DRAINS (TYP OF 2) TPP-1 r11 3/4"PW,SEE �_ MECH FOR CONT. II I INVERT EL 135.86 �,, ,...e, I I 3 VENT TMP UP TO GRADE PG501 q 1 4"FD-1,(TYP) I TOP EL 138.21 - 6"SAN I1 I r 1 ./ I '. I I F 1 . zo-1�(•) .t. i,, AREA I 1 AREA II 1 AREA III 1 ,� 1 a GALLERY-PLUMBING ENLARGED PLAN 1 1/8"=1'-0" co n 0 co N • co qW °,Q KEY PLAN BRED PROFf„GIN e,f DAH PT 102 167 288 9316('� DAH gra, MARCH 2016 � i PROJNAAIE: SHEET TITLE: SHEET: OF: GWGY . ally Sly -• DRN ._._.. Oh cn OS', DWG t ���milmimmi CLEAN WATER SERVICES PLUMBING �� EGON THIS BAR IS ONE INCH aor m cHIc:RWC cnoEaEx --- WHEN DRAWING IS — —�� - DURHAM AWWTF DATE: 3/15/18 v ✓q �� MEI C1eanWater Services BLACK&VEATCH GALLERY PLUMBING y N 9� PHASE 5 SECONDARY TREATMENT ENLARGED PLAN 1 PT102 °y w. �a�sp I $ - FULL SCALE. Our commitment is clear. SYSTEM EXPANSION PROJECT 6757 EXPIRES:DEC 31,2019 SDG SCALE. 1/8"=1.-0" { 2 REVA DATE oRN MRD DESCRIPTION - 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 �ta>t EWA STAMP: iGENERAL SHEET NOTES 1. ALL SANITARY PIPING WILL HAVE 1/8"/12" i DOWNARD SLOPE. 2. ALL PIPING UNDER STRUCTURES SHALL BE CONCRETE ENCASED PER DETAIL A/S005. i 11141 I I 2 1/2"NPW FOR AERATION BASIN I DECK WASH DOWN HOSE VALVES, I SEE SHEET MA107 FOR CONTINUATION Q PROVIDE SV IN GALLERY WITH DRAIN TYP� PG501 CAPABILITY DISCHARGING TO TRENCH ` PG 91 DRAIN FOR WINTERIZATION 4"FD-1 (Z INV EL.134.87 (TYP OF 3) 3!4"NPW 1"SW---/ O 3/4"SW DN TO PUMP, U i K (TMP ) TOP EL138.21 C TYP I 4"Foo-1 PG501 PROVOID ZSV IN DROPass 3/4"SW / PG501O 3) 111 ,1 1 L ..+moi�J �J I s sAN i 4 c ,�I��'HF F 3 HF �PII � _ �100 " _ t S —� CJ+ "a _d rr�, �aadR � __.._ tel s ,_ ,.m.. X176=�� s, :. HF�'.1 �t � - W _ = T __ � —__' — �� SLOPE — I _ �o 2 o -SLOPE 3"VENT 6"SAN 4"FCO-1II �W — -- rn �m W IW o} I6"SAN- I W y 3/4"NPW— THRU ROOF 3/4"PW,SEE 3"VENT z i MECH FOR CONT. — D) _ s THRU ROOF - 3/4"NPW U 11 A 't Ar t 14. . 01 21:. I MATCHLINE-SEE SHEET P7102 FOR CONT rll 1 „ T-- TPP-2 1/2"PW TO 2 1/2"NPW FOR AERATION BASIN 2"PW,SEE FLOOR DRAINS DECK WASH DOWN HOSE VALVES, MT103 FOR (TYP OF 3) SEE SHEET MA108 FOR CONTINUATION, CONTINUATIONi/ PROVIDE SV IN GALLERY WITH DRAIN I CAPABILITY DISCHARGING TO TRENCH DRAIN FOR WINTERIZATION. GALLERY-PLUMBING ENLARGED PLAN 2 I i I AREA I ; AREA II ; AREA III , 2 o cq N,- 0 o N M f o Cli KEY PLAN PROF 0l O �'�aD I NE-4, .,,,� . ' 9 y c� — Q DM DAH gIllra. MARCH 2018 — PROJNAME: SHEET-DILE SHEET:168 OF°288 owG* DI• ally 93181. • GKMc ,PT103 — CLEAN WATER SERVICES PLUMBING - OREGON THIS BAR IS ONE INCH DURHAM AWTRE GALLERY-PLUMBING 'gig. 3/15/18 ,1 '4N 9 V\ ,,' ;RWC CAD FILEN: WHEN DRAWING IS CleanWater Services lal BLACK&VEATCH PT103 .7,12,'44! cn�� iFULL scaLE, Our commitment;,C1C0r PHASE 5 SECONDARY TREATMENT ENLARGED PLAN 2 PLGA SDG 1/8"=1'0" * �� ORM -. DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT Gw9 6757 PROD 0 ENGR sTELI E%FIRES:DEC 31,2019 IGENERAL SHEET NOTES 1. ALL SANITARY PIPING WILL HAVE 1/8"/12" I DOWNARD SLOPE. 2. ALL PIPING UNDER STRUCTURES SHALL BE CONCRETE ENCASED PER DETAIL A/5005. I SI 1/2"PW,SEE 1"NPW,SEE CU103 FOR CU103 FOR CONTINUATION CONTINUATION !! 1 I II I (465BFP4201 2"PW (ABOVE) F I PG501 465BFP4202 3/4"SW PG501 BELOW I MATCHLINE-SEE NORTH AREA THIS SHEET I 10 i�l . I " III 1 11n~SW z•SW TvLTh TYP Q ��i tr sw ��� 'i���1�1" eli� ` 3/4"SW UNDER PG501 , PG501 Ji "" ' �� ®� 'Ilei I r _ TRENCH TO 4•FCO-1 ` ' PUMP(TYP) / 4"VTR 21/2"SUMP PUMP 6•SAN DISCHARGE,SEE 3/4"N 3/4•SW ,_____C-441111:3111L / V CU103 FOR 314"DRAIN VALVE I'@ CONTINUATION I INV.EL 128.42 ■'` PG501 �Orli ; 1,14;N. F "..- ����•� �Ipp,, A 314"SW I( i' i — Ii INV. L 1Ui "'. �� ` '�4VOFFSUMP ', ' *IB""�ln'i'128.0011 17--- �1 �j��il i III FOR CONTINUATION PG501 + !'17--"- ;; COVER UP I'm m� 6"NPW SEE CU-103 1 "_ — I� c - .: !1 .�' FOR CONTINUATION s 111 --_--- �' � •• a u` Ii�A- I 4"FD-1 0 : 1ii11o,—� 470P8104 -11', F , MiiI 'oY�er EEW-t �\ r � r, Ni �/ �! S aaa a.r I I PG501 TOPEL W138.34 I'�i I 470P8105 J 1/2TWTOEEW 1 1"NPW — 6" jrj rlumlU� ' 112 HW TO MV-1 I 9 INV.EL 128.00' PG501 MV-1 'I (/j 1"SAM TO SSK-1 � rs�r�yh�i)i nor' II 4'SAM SEE CU103 I FR-1 ' ". 4"V (�4 SAN w �� ��ii 4"FD-1 1 1/2"NPW 1"NPW ,,Alg SSK-1 1 FOR CONTINUATION (TYP OF 2) a0,a_ TOP EL 131.17 ^ SEE STRUCTURAL TOP EL 137.38 11' SSK-1 " J II ' DETAILS FOR MOUNTING SSK-1 '1 0,1 1 --6"SAN t /� ;::' 2"VENT DOWNTUNNEL ,i sir 314"SW (Th I it ) PG501 aj a �TYP II -17,1.411' }ill i 3/4"PLATO I I6 . P9501 If C ,dal 6"SAN 465WHTR4201 AND SSK-2 HF md1 ,,, 3/4"SW DN TO 1"NPWPUMP,PROVIDE a-moi SSK-2 W/465WHTR4201 3/4"SW P.A." 4" SV IN DROP M 501 3/4"PW,SEE 4 I• -- I .Z, Z` P M `I� , (TYP OF 2) MECH FOR CONT. II 6"SAN 3/4"SW + ■ ' ______76,,_a. i 3/4"NPW11 , 3/4"SW co TPP-3 g. �V� r @i"-oma II 3/4'SW 112"PW TO4"VTR I FLOOR DRAINS 0 �� 1 _ Y 4 � .' (TYP OF 4) _ _ O I_ i �I' �, ;� AI Arc HR-2Ssit(I :4C0 4 _ I INV EL.133.25' IT-111, ,� � TYP 1_�'r 4"FCO-1 4"FD-1 /71 I •7- 0_ 4•V J 0 PG501 (TYP OF 2) TOP EL 137.51 J II 1 zi -,_W'''.IIIII'''I 31”1,%INI .W.r7""13 _s. ' _ I w I MATCHLINE-SEE SOUTH AREA THIS SHEET _ '0 I 9 1 GALLERY-PLUMBING ENLARGED PLAN 3-NORTH AREA GALLERY-PLUMBING ENLARGED PLAN 4-SOUTH AREA I I 1/8"=1'7-0" co-- (-- I � ,Q KEY PLAN P ROTti ot v st > DAH g MARCH 2018 _ PROJNMAE: SNEETT TLE: SHEET:169 OF:288 OWG# - �� CLEAN WATER SERVICES PLUMBING pI= a►I SIg �r+KMC OW"PT104 THIS BAR IS ONE INCH �-v� PLOT P 0 EGON a«Rwc caoP#Ek WHEN DRAWING IS l 1i eanW3ter Services BLACK&VEATCH DURHAM AWWTF GALLERY-PLUMBING DATE 3/15/18 '-r,„'qN 9,�,�w PHASE 5 SECONDARY TREATMENT ENLARGED PLAN 3 PT104Y '. CA�'� I FULL SCALE. Our commitment is clear. PLEA SDG 1/8"=ro" SYSTEM EXPANSION PROJECT EXPIRES:DEC 31,2019 c REV# DATE ORN APPS DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 m^,.,6757 .STAMP: ISYSTEM ABBREVIATIONS HVAC LEGEND MECHANICAL ABBREVIATIONS GENERAL HVAC NOTES 1. THIS IS GENERAL LEGEND AND ABBREVIATION SHEET FOR HVAC DRAWINGS.SOME arm CHILLED WHATEP RETURN r�' ITEMS CONTAINED ON THIS SHEET MAY NOT BE USED ON THIS SPECIFIC PROJECT. CWS CHILLED WATER SUPPLY r' A F P C CONDENSATE DRAIN 5 DIFFUSER FOR FLEXIBLE DUCT A ALARM F DEGREES FAHRENHEIT Carni CONDENSER WATER RETURN P PNEUMATIC 2. ALL MECHANICAL HVAC WORK SHALL BE IN ACCORDANCE WITH THE FOLLOWING COWS CONDENSER WATER SUPPLY DUCTWORK DIMENSIONS,THE FIRST AC AIRR COMPRESSOR FBD FACE AND BYPASS DAMPER PD PRESSURE DROP (INCHES OF APPLICABLE CODES: HWR HEATING WATER RETURN DIMENSION IS THE SIDE SEEN OR ACU AIR CONDITIONING UNIT FC FORWARD CURVE, FAN COIL WATER FOR AIfl, FEET OF WATER 2014 OREGON MECHANICAL SPECIALTY CODE OMSC HAS HEATING WATER SUPPLY AD ACCESS DOOR FD FIRE DAMPER FOR FLUIDS ( ) SIDE THE LEADER LINE TOUCHES. AF AIR FLOW, AIRFOIL FDB DEGREES FAHRENHEIT DRY BULB ) 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE OEESC LPC LOW PRESSURE CONDENSATE -"- 30'x20"(L) SEE GENERAL MECHANICAL NOTES. AFD ADJUSTABLE FREQUENCY DRIVE FEF FUME EXHAUST FAN PAC PACKAGED AIR CONDITIONING UNIT ( ) LPS LOW PRESSURE STEAM (<15 PSIG) AFF ABOVE FINISH FLOOR FLEX FLEXIBLE PAH PACKAGED AIR HANDLING UNIT 3. FOR ROOFTOP EQUIPMENT CURBS,FLUES,AND FLASHING DETAILS,SEE ARCHITECTURAL R REFRIGERANT AFM AIR FLOW MONITOR FM FLOW METER PFPDS PROPELLERPRESSURE DF DIFFERENTIAL SWITCH DRAWINGS. III FLEXIBLE CONNECTION AHU AIR HANDLING UNIT FPM FEET PER MINUTE PHP AN PACKAGED HEAT PUMP ALUM ALUMINUM FR FUNNEL RECEPTOR PL PLATE 4. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL EQUIPMENT BASE DETAILS. AP ACCESS PANEL FRP FIBERGLASS REINFORCED PLASTIC POS POSITION 1 4 FLEXIBLE DUCTWORK APPROX APPROXIMATE PIPE PPM PARTS PER MILLION As AIR SEPARATOR FS FLOW SWITCH PROP PROPELLER 5. "SCREENED"DELINEATION DENOTES EXISTING AND NEW FACILITIES AND IS FOR UP ATE AIR TERMINAL UNIT FSD COMBINATION FIRE/SMOKE DAMPER PRS PRESSURE REDUCING STATION REFERENCE ONLY."LIGHT"LINE DELINEATION DENOTES EXISTING MECHANICAL INCLINED RISE(UP)OR DROP AUTO AUTOMATIC FT FEET, FIN TUBE HEATER Pflv POWER ROOF VENTILATOR, EQUIPMENT AND SYSTEMS. EXISTING FACILITY AND MECHANICAL SYSTEMS (DN)IN RESPECT TO DIRECTION AVG AVERAGE FUR FURNACE PRESSURE REDUCING VALVE INFORMATION WAS TAKEN FROM PREVIOUS DRAWINGS,CONSTRUCTION RECORDS,DATA, OF AIRFLOW FM DEGREES FAHRENHEIT WET BULB PS PRESSURE SWITCH AND FIELD SURVEY INFORMATION.ACTUAL LOCATION,ARRANGEMENT,AND DIMENSIONS DN B PSI POUNDS PER SQUARE INCH G PSIA POUNDS PER SQUARE INCH ABSOLUTE SHALL BE FIELD VERIFIED AND WORK INSTALLED TO MEET ACTUAL CONDITIONS AND I llNEGATIVE PRESSURE DUCT B BELT DRIVE, BLOW THROUGH PSIG POUNDS PER SQUARE INCH GAUGE LOCATIONS ENCOUNTERED. "BOLD"(DARK)DELINEATION IS NEW WORK TO BE Boo BACKDRAFT DAMPER GA GAUGE PTAC PACKAGED TERMINAL AIR CONSTRUCTED UNDER THIS CONTRACT. BF BLIND FLANGE GALV GALVANIZED CONDITIONER 1--->-(1 POSITIVE PRESSURE DUCT BFF BELOW FINISH FLOOR GIH GAS INFRARED HEATER BFP BACKFLOW PREVENTED GPM GALLONS PER MINUTE R 6. ALL PIPE AND DUCT PENETRATIONS THROUGH FIRE RESISTANCE RATED ASSEMBLIES BH BASEBOARD HEATER GUH GAS UNIT HEATER SHALL BE PROVIDED WITH FIRESTOP SYSTEMS,EQUIPMENT AND ACCESSORIES TO Mg REGISTER,GRILLE OR DIFFUSER 8I BACKWARD INCLINED, BUILT-IN GV GATE VALVE RA REACTIVATION AIR, RETURN AIR RESIST THE PASSAGE OF FIRE,SMOKE AND OTHER GASES. THE ORIGINAL FIRE THERMOSTAT RAC ROOM AIR CONDITIONER RATING OF THE ASSEMBLY PENETRATED SHALL BE MAINTAINED FOR ALL BL BOTTOM LEVEL BLR H H HAND OPERATOR, HEATING, RCS REMOTE CONTROL STATION RELATIVE HUMIDITY, ROOF HOOD TYPES OF PENETRATIONS. SEE ARCHITECTURAL DRAWINGS FOR RATED ASSEMBLY ROUND OR FLEXIBLE DUCT TAKEOFF Bloc BUILDING BLOWER READ REQUIRED LOCATIONS. BOD BOTTOM OF DUCT ELEVATION HEATING (MAKE ON FALL), HEIGHT, RSF ROOF SUPPLY FAN liDi BOT BOTTOM HORIZONTAL, HUMIDISTAT 7. METAL ROOF DECKING OR BOTTOM CHORD OF BAR JOISTS SHALL NOT BE USED FOR THE d ROUND TO SQUARE TRANSITION BTUH BRITISH THERMAL UNITS PER HOUR HC HEATING COIL S SUPPORT OF EQUIPMENT,PIPING,OR DUCTWORK. I BU BELL-UP HCH HEATING WATER CABINET HEATER BV BALL VALVE HE HO HEAT EXCHANGER SA SUPPLY AIR TURNING VANES HAND-OFF SCD SMOKE CONTROL DAMPER 8. ALL HANGERS,BRACKETS,OR BRACES FOR PIPING,DUCTWORK AND EQUIPMENT ARE C HOA HAND-OFF-AUTO SCFM STANDARD CUBIC FEET PER NOT INDICATED ON THE DRAWINGS. REFER TO THE SPECIFICATIONS FOR SUPPORT HP HEAT PUMP, HORSEPOWER MINUTE REQUIREMENTS NOT SHOWN ON THE PLANS. C CHANNEL, CONVECTOR, COOLING, HR HEAT RECOVERY UNIT SF SQUARE FEET, SUPPLY FAN COOLING (MAKE ON RISE) HUH HEATING WATER UNIT HEATER SR SHEET 9. OUTSIDE AIR INLETS SHALL BE LOCATED A MINIMUM OF 10'AWAY FROM ANY EXHAUST CB CENTRIFUGAL BLOWER HUM HUMIDIFIER SIM SIMILAR AIR OR PLUMBING VENT OUTLET. CONTROLS&INSTRUMENTATION LEGEND AIR INLET&OUTLET IDENTIFICATIONS CBD COUNTERBALANCE BACKDRAFT DAMPER NWB HEATING WATER BOILER SERO SMOKE DETECTOR CC COOLING COIL FIWP HEATING WATER PUMP SP STATIC PRESSURE (INCHES OF co CONTROL DAMPER HZ HERTZ WATER) 10. ALL EQUIPMENT,PIPING AND DUCTWORK FINAL LOCATIONS SHALL BE COORDINATED CS CONTROL STATION SIZE-LENGTH BY WIDTH(INCHES) COWCONDENSER WATER PUMP SPS STATIC PRESSURE SENSOR TO AVOID INTERFERENCES WITH STRUCTURE,OTHER PIPING,EQUIPMENT,DUCTWORK, CENTR CENTRIFUGAL I SS STAINLESS STEEL AND CONDUIT. UNLESS SPECIFICALLY DIMENSIONED,THE PIPE AND DUCTWORK ROUTING FLEXIBLE DUCT DIAMETER CF CABINET FAN STD STANDARD cDG-T DRAFT GAUGE CFM CUBIC FEET PER MINUTE I INTAKE SHOWN ISOPIPING INTENDED TO INDICATE GENERAL LOCATION ONLY. INSTALL DUCTWORK TO (INCHES,IF USED) SV SOLEICI VALVE,LSHUTOFF VALVE, _ CH CONVECTION HEATER ID INSIDE DIAMETERALLOW FOR PIPING TO BE ROUTED NEAR WALLS. 24"X10"-10" C/L CENTERLINE IN INCHES SOLENOID VALVE U E ELECTRIC OPERATOR(EXPLOSION SR-1-760 co CLEANOUT INV INVERT T 11. ALL PIPING AND DUCTWORK SHALL BE ROUTED AS HIGH AS POSSIBLE WITH A MINIMUM PROOF) CONC CONCRETE HEIGHT OF 8'-0"ABOVE THE WALKING SURFACE UNLESS OTHERWISE INDICATED BY A LI,M ELECTRIC OPERATOR(MODULATING) CONN CONNECTION T THERMOSTAT CENTERLINE OR BOTTOM OF DUCT ELEVATION. CFM THRU DEVICE CONT CONTINUATION K I E ELECTRIC OPERATOR(2 POSITION) CS CONTROL STATION KW KILOWATT TCP TEMPERATURE CONTROL PANEL DEVICE DESIGNATION TCV TEMPERATURE CONTROL VALVE CT COOLING TONER TE TEMPERATURE ELEMENT 12. DUCTWORK SHALL BE FABRICATED,REINFORCED,SUPPORTED AND SEALED FOR EVS1 EMERGENCY VENTILATION SWITCH CU CONDENSING UNIT L TIT TEMPERATURE INDICATING OPERATING PRESSURES INDICATED IN THE SCHEDULES FOR THE EQUIPMENT IT W/NUMBER DEVICE GROUP: CV CHECK VALVE, CONTROL VALVE TRANSMITTER SERVES. ALL DUCTWORK SHALL HAVE A MINIMUM SMACNA PRESSURE CLASSIFICATION R-REGISTER,G-GRILLE, CWP CHILLED WATER PUMP L LINED DUCT, LOUVER TIC TEMPERATURE INDICATING CONTROL OF ONE INCH. (p_W FLOW SWITCH D-DIFFUSER LAT LEAVING AIR TEMPERATURE LBS POUNDS TL TOP LEVEL 111 GAUGE ACTIVATOR/ISOLATOR DEVICE TYPE: D LD COMBINATION LOUVER/DAMPER TMP TPICALED 13. DUCT SIZES INDICATED ARE CLEAR DIMENSIONS INSIDE THE DUCT OR DUCT LINING. S-SUPPLY.E-EXHAUST, o DIRECT DRIVE, DRAW-THRU LI LEVEL INDICATOR SHEET METAL SIZES ARE LARGER FOR INTERNALLY LINED DUCTWORK. U1 HUMIDISTAT W/NUMBER R-RETURN,T-TRANSFER DB DRY BULB LS LEVEL SWITCH V Doc DIRECT DIGITAL CONTROL LWT LEAVING WATER TEMPERATURE 14. MINIMUM INSULATION THICKNESSES FOR DUCTWORK SHALL BE AS INDICATED IN THE U LEVEL SWITCH DF DUCT FAN M VAC VACUUM OUTLET DEH DEHUMIDIFIER V VERTICAL SPECIFICATIONS UNLESS OTHERWISE INDICATED ON THE PLANS WITH A"L"OR"W" DIA DIAMETER VANE VANEAXIAL PDS.1PRESSURE DIFFERENTIAL SWITCH DESIGNATION. WHERE AN INSULATION THICKNESS IS INDICATED ON THE DRAWINGS, I W/NUMBER DN DUCTMOUNTED MMAUU M KEUUPP UM AIR UNIT VAV VARIABLE AIR VOLUME IT SHALL GOVERN. THE FOLLOWING DENOTES THE DIFFERENT INSULATION VCD VOLUME CONTROL DAMPER DX DOWN DIRECT EXPANSION MCA MINIMUM CIRCUIT AMPS VF VANEAXIAL FAN THICKNESSES INDICATED ON THE DRAWINGS: PRESSURE GAUGE W/SHUTOFF ME MIST ELIMINATOR L,L1-1 INCH INTERNALLY LINED W,W1-1 INCHNALLY WRAPPED VALVE E MFR MANUFACTURER L15-1.5 INCH INTERNALLY LINED W15-1.5 INCH INCH EXTERNALLY WRAPPED PSI PRESSURE SWITCH MOCP MAXIMUM OVERCURRENT PROTECTION W L2-2 INCH INTERNALLY LINED W2-2 INCH EXTERNALLY WRAPPED E ELECTRIC, ELECTRIC OPERATOR, MIN MINIMUM W WIDE FLANGE, WIDTH EXHAUST MOD MODULATING we WET BULB 15. DUCT CONNECTIONS TO EQUIPMENT,PIPING SIZES TO EQUIPMENT,AND EQUIPMENT SMD SMOKE DETECTOR W/NUMBER EA EACH, EXHAUST AIR WATERSUPPORTS SHALL BE VERIFIED AND ADJUSTED TO MATCH ACTUAL EQUIPMENT EAT EC ENTERING AIR TEMPERATURE ECONOMIZER, EVAPORATIVE COOLER N WATER COLUMN CHILLER WF WALL FAN FURNISHED. U SOLENOID OPERATOR ECH ELECTRIC CABINET HEATER NC NORMALLY CLOSED WG WATER GAUGE THERMOMETER-DIAL TYPE ECP EQUIPMENT CONTROL PANEL NO NORMALLY OPEN, NUMBER WH WALL HEATER 16. THE LOCATION OF PIPING AND VALVES TO THE AIR HANDLING EQUIPMENT SHALL NOT EON ELECTRIC DUCT HEATER NPSHR NET POSITIVE SUCTION HEAD WN WALL MOUNTED INTERFERE WITH FILTER REMOVAL OR AIR HANDLING EQUIPMENT SERVICING. EF EXHAUST FAN REQUIRED THERMOMETER-STEM TYPE WST WT WEIGHTWATER TANK 17. ROOFTOP EQUIPMENT SHALL NOT BE LOCATED SUCH THAT ACCESS TO CONTROLS AND TO EFF EFFICIENCY EGS EMERGENCY GAB SCRUBBER 0 WV WATER CONTROL VALVE PERFORM SERVICE FOR EQUIPMENT IS LOCATED WITHIN 10 FEET OF THE BUILDING T51 TEMPERATURE SENSOR WITH NUMBER EIH ELECTRIC INFRARED HEATER EL ELEVATION OA OUTSIDE AIR EDGE. � 1 THERMOSTAT WITH NUMBER EP EXPL0.SION PROOF OD OUTSIDE DIAMETER Z EQUIP EQUIPMENT ZD ZONE DAMPER 18. CONTROL DAMPER SIZES SHALL MATCH DIMENSIONS OF ASSOCIATED LOUVER UNLESS ES EMERGENCY SWITCH OTHERWISE INDICATED. VACUUM GAUGE W/SHUTOFF VALVE ESP EXTERNAL STATIC PRESSURE ET EXPANSION TANK EUH ELECTRIC UNIT HEATER 19. ALL RELIEF VALVES SHALL BE PIPED TO 12"AFF. EV EXHAUST VALVE EVS EMERGENCY VENTILATION SWITCH BIT ENTERING WATER TEMPERATURE 20. SEISMIC RESTRAINTS/BRACING SHALL BE PROVIDED FOR ALL EQUIPMENT,DUCTWORK, d EXIST EXISTING AND ACCESSORIES IN ACCORDANCE WITH THE LATEST SMACNA SEISMIC RESTRAINT MANUAL AND LOCAL BUILDING CODES. CONTRACTOR SHALL BE o RESPONSIBLE FOR ALL SEISMIC SUPPORTS AND ADDITIONAUMISCELLANEOUS STEEL sr • REQUIRED FOR PROPER INSTALLATION OF SUPPORTS. SUPPORTS AND SEISMIC en�+• RESTRAINTS DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF AN CN r' ENGINEER LICENSED IN THE STATE OF OREGON. 11 0 21. INSULATION SHALL BE PROVIDED FOR EQUIPMENT,PIPING AND DUCT SYSTEMS AS a r� INDICATED IN THE SPECIFICATIONS. o 22. SEE SPEC 17101 AND THE P&ID DRAWINGS FOR INFORMATION ON THE GALLERY VENTILATION SYSTEM. Flo 0.,PROT". 111> DRNDAH DATE MARCH 2018 `� GINE J/ CQ ORIG SHEET:170 OE 288 DWG �f 31881. L7. I -. PR SHEET TINE S ' -- DS+KMC DWG*HGoo, - _ CLEAN WATER SERVICES HVACDie. ally 9 -- __ THIS BAR IS ONE INCH k — DURHAM AWWTF DA°E 3/15/1a ✓0 EGON\0 CHLRWC GAD FILE A WHEN DRAWING IS 1 C1eanWair SeIVjces BLACK&VEATCH LEGENDS,ABBREVIATIONS& , 4N �� I e FULL SCALE. -_ _- _- Our commitment b clear. PLG#: W, CA PHASE 5 SECONDARY TREATMENT HG�� ° 9' N� GENERAL NOTES SDG SCALE NOT TO SCALE SYSTEM EXPANSION PROJECT 2550 SW Hillsboro H 6757 EXPIRES:DEC 31,2019 S REV# DOTE DRN APED! DESCRiPTiON Hwy. Hillsboro,Oregon 97123-9379 Paw#: STAMP:_ I --HVAC EQUIPMENT TREATED WOOD DUCT LINER NAODILER WHERE EQUIPMENT INDICATED =112"PLUS ELASTOMERIC GASKET - FAN TOTAL STATIC SEE ARCHITECTURAL EQUIPMENT DUCT--- PRESSURE I CORROSION DRAWINGS FOR BASE i ►G� zf .5.- ==__,. .,-11 a. i — — — — — FASTENERS,MIN 2 FLASHING DETAILS 11 `r — —_ RESISTANT EACH SIDE N1 ', BRACKEPERAETT (WHERE OR TING 00000000 I DRAIN PAN ATTACH 1116 WHERE 1 o SPONGE OR RUBBER a — SPECIFICATIONS CONNECOTION � APPLICABLE) 2-14 CONT(TYP) ( ������� DAMPER OPERATOR DUCT LINER 1___— DRAIN PIPE SEE AND SEAL .iti�, �`� (WHERE APPLICABLE) 1/2"DIA GALV EXP GASKET ALL AROUND 11.1 ANCHOR W/6"MIN INDICATED EXPOSED DUCT REGISTER/GRILLE l^ v EMBED(2 PER SIDE) z �� FOR TYPE z - ---- 14 GAUGE ,.:2_:._ _ _ _ 1 r-_-1 L _ UNION RETAINING �© ANGLE ON ALL SIDES DUCT _ 4— - 411• - TEE ROTATED 90 WITH MINIMUM 1 5°(SEE NOTE 1) ��� s�� _ --- DEG FOR CLARITY 1/2"OVERLAP SHEETMETAL oovvvvvavvvvvov "r PLUG #4@12" 26" (NOTE 1) FACE OF I„ SPONGE OR RUBBER o TEE(TYP) CLIP ANNGLE DUCT EXTENSION CEILING GASKET ALL AROUND SEE PLAN FOR DRAIN CLIP AAFT OR ' \NOTE OR WALL REGISTER/GRILLE DISCHARGE LOCATION CONTROL DAMPER 114"BIRDSCREEN 1. DIMENSIONS SET TO BASIS OF DESIGN FAN, CEILING OR WALL AS INDICATED DUCTED NON-DUCTED I ADJUST FOR SELECTED EQUIPMENT HVAC EQUIPMENT CURB ( REGISTER/GRILLE ( DRAIN PAN TRAP-DRAW THROUGH ( ROOF MOUNTED FAN NO SCALE NO SCALE NO SCALE NO SCALE 14 GAUGE RETAINING SEAL AND CAULK CONTROL VALVE ANGLE ON ALL SIDES SPACE BETWEEN WALL FLOW CONTROL DIAL TYPE WITH MINIMUM 1 AND MOUNTING PLATE VALVE BLIND FLANGE TEST PLUG(TYP) THERMOMETER 1/2"OVERLAP WEATHER-TIGHT — �P) CLIP ANGLE--- --FASTEN TO WALL PER MANUAL AIR VENT FLOW CONTROL MANUFACTURER'S VALVE BACKDRAFT OR . . UNION(TYP) CONTROL DAMPER I, INSTRUCTIONS COIL VALVE SHUTOFF TYP) AS INDICATED WALL FAN,SEE A A TP 1111 PLANS FOR LOCATION �. �;. • RETURN 711 A DUCTED I DAMPER OPERATOR SHUT OFF GATE n BYPASS FLOW CONTROL (WHERE APPLICABLE) VALVE(TYP) �� ' • VALVE TO EQUALIZE SEAL DUCT CONNECTION 0 PRESSUREDROPTHRUNON DUCTED E I�I/COILTP ' O fSUPPLY1/4" T I _I.I STRAINER VALVE BLOW BIRDSCREEN 1r MIN NC FROM MAU --- W/ 1/2"DRAIN SHEETMETAL MOUNTING PLATE TO MAU VALVE WITH DOWN DUCT OPERATOR MOUNTING HOSE \--BOOSTER EXTENSION BRACKET ON SIDE CONNECTION MFRP PER WALL--__- OF DUCT(WHERE APPLICABLE) 6"HWS / 6"HWR ris COIL PIPING NF1 WALL FAN NO SCALE � HOT WATER LOOP NO SCALE NO SCALE UAS o(s, REQUIRED xW 111 SEE DRAIN PAN TRAP- ._ \ DUCT / DRAW THROUGH DETAIL o� F 500 LB P5500 FOR CONTINUATION P2072A SQ - (MAX)( \ I (TYP) - METER BOX FOR DRAIN TO BE 10"CIRCULAR BOX. (TYP) 1 �w ARMOR ACCESS BOX ASSY 1'NON-SHRINK P1346(TYP � NO 181108. FIELD DRILL GROUT(TYP) OF 2) HOLE IN COVER FOR DRAIN �r PIPE PENETRATION. ADHESIVE ANCHORS, -ASPHALT OR SIZE TO MATCH HOLES CONCRETE CONCRETE PAVING IN UNISTRUT PLATE EQUIPMENT NOTES BASE I - 1. DISTANCE BETWEEN SUPPORTS APPROXIMATELY 10 FEET OR AS J-. INDICATED ON PLANS. 0 0 °G°o z 2. USE HVAC DUCT CONSTRUCTION STANDARDS(SMACNA)TO DETERMINE M .0 0 0,z,(D o 2 WEIGHT OF DUCT. °a 3. PART NUMBERS USED REFLECT UNISTRUT PRODUCTS. USE UNISTRUT OR ,. GRANULAR FILL1 CU MIN EQUAL PRODUCTS. N 4. UNISTRUT MATERIAL TO MATCH DUCT MATERIAL. �N !n N N CONDENSATE DRAIN SUMP DUCT SUPPORT 111 t2 NO SCALE NO SCALE c 010 I 0 cpED PROF ORN.DAI-I — rROJNRAIE: SHEET TITLE SHEET 171 266 DwG# c, 93181. • • I > u° MARCH 3018 %., 04 INef45,6DaN 7 ,%., HGso, CLEAN WATER SERVICES HVAC — Di. ally Sig THIS BAR IS ONE INCH nor 3/15/18 p G EGON ak WHEN DRAWING IS CleanWa�r Services lalBLACK&VEATCH DURHAMAWWTF DETAILS �^*�- 9 '4 ,V\0 HG501 CAD FULL SCALE. PHASE 5 SECONDARY TREATMENT PLC* yOy w, c t�� Our commitment s deer. SDG SCALE NOT TO SCALE SYSTEM EXPANSION PROJECT 6757 S REV II DATE DAN pPco DESCRIPTION 2550 SW HiAsbao Hwy- Hillsboro,Oregon 97123-9379 cws# MGR STAMP:E5:DEC 31,2019 AIR DEVICE SCHEDULE: ACCESSORIES:NONE HVAC-AIR DEVICE SCHEDULE NOTES:1. SEE DRAWINGS FOR DEVICE LENGTH,WIDTH AND SYMBOL MANUFACTURER MODEL FRAME/BORDER MODULE SIZE MATERIAL FINISH DAMPER TYPE CORE STYLE ACCESSORIES NOTES SUPPLY I ER-1 PRICE INDUSTRIES 60DAL SURFACE MOUNT ALUMINUM BAKED WHITE ENAMEL OPPOSED BLADE - 1 RG-1 PRICE INDUSTRIES 60DAL SURFACE MOUNT ALUMINUM BAKED WHITE ENAMEL 1 FAN SCHEDULE: ACCESSORIES:NONE SR-1 PRICE INDUSTRIES 22DAL SURFACE MOUNT -- ALUMINUM BAKED WHITE ENAMEL OPPOSED BLADE 1 SR-2 PRICE INDUSTRIES 300L SURFACE MOUNT 36"x80' ALUMINUM BAKED WHITE ENAMEL OPPOSED BLADE -- --- - NOTES: 1. ALUMINUM CONSTRUCTION 2. UNIT IS SUBJECT TO CORROSION FROM A HVAC-FAN SCHEDULE HYDROGEN SULFIDE LADEN ATMOSPHERE.ALL AIRSTREAM COMPONENTS AND EXPOSED HEAT POWER MINIMUM TRANSFER COMPONENTS SHALL BE GIVEN A SUPPLY WHEEL FILTER DATA PROTECTIVE SPECIAL COATING OF HERESITE OR UNIT AIRFLOW ESP(IN MOTOR HARTZELL SERIES 69S DUCT PROPELLER FAN 5600 0.375 DIAMETER THICKNESS VIBRATION APPROXIMATE ACCESSORIE APPROVED EQUAL.CONTROL PANELS,WIRING 1 NUMBER MANUFACTURER MODEL FAN TYPE (CFM) WC) HP VOLTS PHASE (IN) WHEEL TYPE DRIVE TYPE (IN) ISOLATION WEIGHT(LBS) S NOTES CONNECTIONS AND OTHER SENSITIVE ELECTRONICS 465EF5001 GALLERY LOCATIONROOF 1.5 480 3 24 PROPELLER BELT 1,3 SHALL HAVE A CONFORMAL COATING APPLIED. 465EF5002 GALLERY ROOF HARTZELL SERIES 69S DUCT PROPELLER FAN 5400 0.375 1.5 480 3 24 PROPELLER BELT 1,3 3. SWINGOUT CONSTRUCTION OF FAN AND MOTOR ASSEMBLY FOR EASE OF MAINTENANCE 465EF5003 GALLERY ROOF HARTZELL SERIES 69S DUCT PROPELLER FAN 5400 0.25 1.5 480 3 24 PROPELLER BELT - -- - - -- 1,3 1 960EF5001 ELECTRICAL BLDG GREENHECK SERIES CW WALL FAN 1000 0.25 1/4 120 1 11 CENTRIFUGAL DIRECT - --- - - -- 2 COIL SCHEDULE: ACCESSORIES:NONE NOTES: HVAC-COIL SCHEDULE 1. DRAINALBE COIL 2. UNIT IS SUBJECT TO CORROSION FROM A UNIT NUMBER SERVICE EAT CAPACITY(BTUH OR(KW)) - HYDROGEN SULFIDE LADEN ATMOSPHERE.ALL SENSIBLE WATER PD AIRSTREAM COMPONENTS AND EXPOSED HEAT MANUFACTURER MODEL AIRFLOW(CFM) AIR PD(IN WC) (FDB) (FWB) LAT(FDB) CAPACITY TOTAL EWT(F) WATER FLOW(GPM) (FT) ACCESSORIES NOTES TRANSFER COMPONENTS SHALL BE GIVEN A 465HC5001 WATER ENGINEERED AIR - 16400 0.1 23 - 73.5 906000 906000 160 89 5.6 1,2,3 PROTECTIVE SPECIAL COATING OF HERESITE OR APPROVED EQUAL.CONTROL PANELS,WIRING CONNECTIONS AND OTHER SENSITIVE ELECTRONICS SHALL HAVE A CONFORMAL COATING APPLIED. HVAC-MAKEUP AIR UNIT SCHEDULE 3. 100%WATER SUPPLY POWER SUPPLY FILTER DATA MAKEUP EUP RUNES NOUNIT NELE : HEATING COOLING PRE-FILTER FINAL FILTER M UNIT COIL COIL AIRFLOW MINIMUM WHEEL WHEEL LINER - THICKNESS THICKNESS VIBRATION APPROXIMATE UNIT CONFIGURATION NOTES: NUMBER LOCATION NUMBER NUMBER (CFM) ESP(IN WC) MOTOR HP VOLTS PHASE DIAMETER(IN) TYPE UNIT CONFIGURATION TYPE TYPE (IN) TYPE (IN) ISOLATION WEIGHT(LBS) ACCESSORIES NOTES OH OUTSIDE AIR HOOD 465MAU5001 GALLERY ROOF 465HC5001 16400 0.25 3(PER FAN) 480 3 20(PER FAN) AIRFOIL OH,ID,F,HC,FNV SOLID PLEATED 2 INTERNAL 1,2,3,4,5,6,7 ID INLET DAMPER F FILTER SECTION HC HEATING COIL 11 FNV FAN SECTION,VERTICAL ARRANGEMENT HVAC-PACKAGED AIR CONDITIONING UNIT SCHEDULE NOTES: INDOOR FAN POWER SUPPLY COOLING HEATING FILTER DATA ECONOMIZER DATA 1. MANUFACTURER USED AS THE BASIS OF DESIGN IS EAT CAPACITY(BTUH) COOLING ENGINEERED AIR MODEL LMD M ESP MINIMUM MIN MINIMUM ARI 2. FILTER VELOCITY SHALL NOT EXCEED 350 FEET PER UNIT AIRFLOW (IN MOTOR CIRCUIT CAPACITY - - CAPACITY HEAT DISCHARGE MINIMUM OA THICKNESS MINUTE NUMBER LOCATION MANUFACTURER MODEL (CFM) WC) HP DRIVE VOLTS PHASE AMPACITY (FDB)(FWB)SENSIBLE TOTAL STAGES EAT TYPE (BTUH) STAGES DIRECTION EFFICIENCY (CFM) TYPE (IN) TYPE CONTROLS ACCESSORIES NOTES 3. HEATING COIL VELOCITY SHALL NOT EXCEED 750 FEET PER MINUTE 960ACU5 ELECTRICAL TRANE THH 4000 0.5 5 BELT 480 3 35 80.3 60 108500 110500 2HORIZONTAL 12.1 EER 100 PLEATED 2 HORIZONTAL FIXED DRY 1,2 1,2,3 4. UNIT IS SUBJECT TO CORROSION FROM A 001 BLDG BULB HYDROGEN SULFIDE LADEN ATMOSPHERE.ALL AIRSTREAM COMPONENTS AND EXPOSED HEAT TRANSFER COMPONENTS SHALL BE GIVEN A PROTECTIVE SPECIAL COATING OF HERESITE OR APPROVED EQUAL.CONTROL PANELS,WIRING CONNECTIONS AND OTHER SENSITIVE ELECTRONICS SHALL HAVE A CONFORMAL COATING APPLIED. 5. ALL ALUMINUM UNIT CONSTRUCTION 6. FAN ARRAY WITH FOR DIRECT DIVE PLENUM FANS IN N+1 CONFIGURATION AND INTEGRAL VFD CONTROL FOR BALANCING 7. ACCESSORY LOW AMBIENT AIR TEMPERATURE SENSOR 8. INTEGRAL HEATING WATER BOOSTER PUMP I PACKAGED AIR CONDITIONING UNIT SCHEDULE: ACCESSORIES: 1. HAIL GUARD 2. CURB i NOTES: 1. OUTDOOR COIL ENTERING AIR TEMPERATURE: COOLING-100 DEG F DESIGN/0 DEF F MIN 2. UNIT IS SUBJECT TO CORROSION FROM A HYDROGEN SULFIDE LADEN ATMOSPHERE.ALL AIRSTREAM COMPONENTS AND EXPOSED HEAT TRANSFER COMPONENTS SHALL BE GIVEN A PROTECTIVE SPECIAL COATING OF HERESITE OR APPROVED EQUAL.CONTROL PANELS,WIRING CONNECTIONS AND OTHER SENSITIVE ELECTRONICS SHALL HAVE A CONFORMAL COATING APPLIED. 3. FILTER VELOCITY SHALL NOT EXCEED 350 FEET PER MINUTE l. m N N D) N co Ile Quiaid QED PROFFS VS\0�G1NeFgf/y W01 ORIG PROJNAME: SHEET TIRE: SHEET:172 OF:288 DWG# • ally3191. 5,J > DRN:DAH DATE MARCH 2018 + sig a �� \` CLEAN WATER SERVICES HVAC PLOT 3/15/18 us g0EGON, co THIS BAR IS ONE INCH - 1 DURHAM AWWTF SCHEDULES °ATE' yo . %P.p.,; OSH: DWG#. I - CleanWater Services BLACK&VEATCH HG601 KMC HG601 WHEN DRAWING IS - PHASE 5 SECONDARY TREATMENT PLOY: r w' `""� cHK:RWG caDFILE x Our commitment it clear. FULL SCALE. + SYSTEM EXPANSION PROJECT CW3 6757 ENGR STAMP: DEC 31,2019 gS APPA SDG SCALE NOT TO SCALE - -- -- -- _-- --- 2550 SW HiIlsboro Hwy. Hillsboro,Oregon 97123-9379 PRwx ffi my DATE DRJ APPD DESCRIPTION 0 I AVHVAC SEQUENCE OF OPERATION 465EF5001 465EF5002 1 465EF5003 1 II 4s5MAU5001J -_ 1. GENERAL SYSTEM OPERATIONS. FREEZE STAT PRESSURE - __-__, = 1.1. LOW TEMPERATURE PROTECTION. SEE SPEC 17101 AND THE P&ID DRAWINGS FOR DIFFERENTIAL , INFORMATION ON THE LOW TEMPERATURE PROTECTION SYSTEMS SERVING THE GALLERY GAUGE I -� 1111 VENTILATION SYSTEM. FAN LOCAL ��� 'NW DISCONNECT LOCAL 1.2. VENTILATION SYSTEM FAILURE(AIRFLOW SWITCHES). SEE SPEC 17101 AND THE P&ID STARTER DISCONNECTMil2 11161-14M11 � DRAWINGS FOR INFORMATION ON THE VENTILATION SYSTEM FAILURE APPROACH FOR THE HG501 FAN GALLERY VENTILATION SYSTEM. STARTER 2. VENTILATING/EXHAUST SYSTEMS. 2.1."ON-OFF-AUTO"EQUIPMENT CONTROL. EQUIPMENT INDICATED FOR"ON-OFF-AUTO" VENTILATION FAILURE nI i i CONTROL SHALL EACH BE CONTROLLED BY AN INDIVIDUAL"ON-OFF-AUTO"FAN SELECTOR PRESSURE ■� --_ SWITCH. THE SWITCH LOCATION SHALL BE AS INDICATED BELOW. WHEN THE SWITCH IS DRESSU NTIAL � ipr PLACED IN THE"AUTO"POSITION,THE FAN SHALL BE INTERLOCKED AND CONTROLLED BY THE SWITCH(FAN PROOF) FAN INTERLOCK. WHEN THE SWITCH IS PLACED IN THE"ON"POSITION,THE FAN SHALL BE GALLERY ROOM 1 ENERGIZED. BEFORE A FAN CAN OPERATE,THE CONTROL DAMPER(S)SHALL BE PROVEN FLEX DUCT t / SPACE TEMP OPEN. WHERE THE FAN IS INTERLOCKED WITH ANOTHER FAN OR EQUIPMENT WITH A FAN,THE I CONNECTION DISCHARGE Uj SENSOR VENTILATION FAILURE FANS SHALL BE ENERGIZED SIMULTANEOUSLY AFTER ALL ASSOCIATED CONTROL DAMPERS AIR TEMP TS PRESSURE ARE PROVEN OPEN. WHEN THE FAN IS DE-ENERGIZED,THE CONTROL DAMPER(S)SHALL SENSOR DIFFERENTIAL SWITCH (FAN PROOF),WHERE RETURN TO THE NORMALLY CLOSED POSITION UNLESS OTHERWISE INDICATED. INDICATED ON THE EQUIPMENT SWITCH LOCATION FAN INTERLOCK CONTROL DAMPER(S) I MAU BLOCK DIAGRAM EF BLOCK DIAGRAM PLANS AND P&IDS. 960EF5001 STARTER T-101 960CD5001,960CD5002 NO SCALEra SCALE 2.2.GALLERY EXHAUST SYSTEMS. SEE SPEC 17101 AND THE P&ID DRAWINGS FOR INFORMATION ON THE CONTROL OF THE GALLERY EXHAUST SYSTEMS. 3. HEATING AND VENTILATING SYSTEMS. 960ACU5001 /-- 3.1. MAKEUP AIR UNITS(100%OUTSIDE AIR). SEE SPEC 17101 AND THE P&ID DRAWINGS FOR I 100 CFM OA - (4000 CFM OA IN INFORMATION ON THE CONTROL OF THE MAKEUP AIR UNIT. ECONOMIZER MODE) 4. AIR CONDITIONING SYSTEMS. 960EF5001 960CD5003 4.1. PACKAGED SYSTEMS. PACKAGED SYSTEMS SHALL BE CONTROLLED BY THEIR ' ,---1_7---- LOUVER(TYP) rJRESPECTIVE THERMOSTAT. SYSTEM OPERATION SHALL BE CONTROLLED BY AN"OFF-HEAT- . H 1000 CFM EA —- - NC '4 i -(4000 CFM EA IN AUTO-COOL'(AUTOMATIC CHANGEOVER,PROGRAMMABLE)SYSTEM SWITCH AND AN"AUTO- 3900 CFM ECONOMIZER MODE) ON"FAN SWITCH LOCATED ON THE THERMOSTAT SUB-BASE. ViJ 960CD5001 THE SYSTEM SHALL BE IN THE ECONOMIZER MODE WHEN COOLING IS REQUIRED AND THE 5400 CFM EA H - 625 CFM SA 5600 CFM 465EF5001 OUTSIDE AIR IS SUITABLE FOR COOLING. OUTSIDE AIR IS SUITABLE FOR COOLING WHEN THE ---T-1. � (TYP OF 2) OUTSIDE AIR TEMPERATURE IS BELOW THE CHANGEOVER TEMPERATURE ON SYSTEMS /� ELECTRICAL ROOM 465MAU5001 } . EA 465EF5002 465EF5003 EQUIPPED WITH FIXED DRY BULB TEMPERATURE CONTROL. THE CONTROLS SHALL BE 1000 CFM OA-��y H -y ` CAPABLE OF MODULATING THE OUTSIDE AIR,RETURN AIR,AND OPENING THE REMOTE RELIEF AIR DAMPER IN CONJUNCTION WITH THE MECHANICAL COOLING TO SATISFY THE SPACE 960CD5002 © CONDITIONS. 675 CFM SA (TYP OF 5) 960ACU5001 THERMOSTAT T RE960CD550003ER 2600 CFM EA 2400 CFM EA 2400 CFM EA I- -- 5. THERMOSTAT SETPOINTS 16400 CFM SA 5.1 THERMOSTAT SETPOINTS SHALL BE AS INDICATED BELOW,UNLESS THE SETPOINT HAS BEEN DESCRIBED PREVIOUSLY IN THIS SEQUENCE OF OPERATIONS. LOW TEMPERATURE THERMOSTATS -40 F MAKEUP AIR SUPPLY HEATING -54 F I VENTILATING EQUIPMENT -90 F AIR CONDITIONED AREAS -85 F STAIRWELL GALLERY 4 T -4- 2000 CFM EA 1000 CFM EA Y000 CFM EA I (TYP OF 2) AIRFLOW SCHEMATIC NO SCALE 1 I a to v � N m N I-- f181 Q DRN BAR DATE: MARCH 2016 + .- SHEET TITLE: VS �D NROe' - HG602 �-__ -_ PRoaan�e HVAC SHEET:173 OF:288 DWG% . i�II9318cJt' �/? • N DSN:BAR DWG* _.. _ -THIS BAR IS ONE INCH CI SERVICES _ CLEAN WATER ( „ ° KMC CAD FILE t WHEN DRAWING IS _ — DURHAM AWWTF PLOT 3/15/18 D!.A O EGON y _—_ C1eanWater Services © BLACK&VEATCH AIRFLOW SCHEMATIC AND DA HG602 'y ✓'" 9��w FULL SCALE. _ PHASE 5 SECONDARY TREATMENT �� °�w co,,� $ A�'SDG scuE: t r -- --- — Our commitment ie clear. HVAC CONTROLS NOT TO SCALE - - — SYSTEM EXPANSION PROJECT cws RE. DATE DRN JwPD oEscRlwrwN 2550 SW Hillsboro H . Hillsboro,Oregon 97123-9379 >t 6757 ExPIREs:DEC 31,2019 PROJ ENGR STV I I I1111 , T 485EF5002 ) I 1[ I _ t �- j SEE DRAWING HT104 FOR I� ✓ ENLARGED PLAN Lip_4„..j4 X /v X' 7 _] € id li l r o L: 1 n jIiit±TiT1 �I,E i .__ 1 _,,,,, I �/ _ il 4857175005 zed ill, ___ , L III‘ r (465MAU5001) 'I I� � ii ��,. ls 1�g ,,, „ ,, , ill' r_l SEE DRAWING HT103 , FOR ENLARGED PLAN 1` I1 �� SEE IHT1 O5DRAWING FOR II' ! ENLARGED PLAN i IiII1,1, III 11 I I (465EF5003 . e •' Mill ZN I Z.465EF5001 ) . � I — I'' SEE DRAWING AREA VI Vi a.. HT102 FORS.. /� ENLARGED PLAN > • M. :•: tQi ' P. -, - - ' - �i i =-J V to t! t. GALLERY OVERALL PLAN KEY PLAN �Ns1/1s._1:_O" 1N 4 Ill 16'12'8' 4' 0' 16' 32' tel¢ 1 . . 0 0l 1/16'=1'-o' 1ED PROFFf E'�yGINEE, ./'/0 +:DAH a MARCH 2018 - ___..._ PROJNMIE: SHEET TITLE SHEEP:174 OF:288 py/G4 Q �93181.� y CLEAN WATER SERVICES HVAC — Di t.,,_ally SIS -• ° 1QNC HT101 THIS BAR IS ONE INCH BLACK&VEATCH DURHAM AWWTF GALLERY-OVERALL PLAN are 3/15l1a rt,./44'. +N E9P. �v «K:Rwc GFlLEik WHEN DRAWING Is CleanWater SeMCeS ©„ PHASE 5 SECONDARY TREATMENT HT101 °' w, c��`Q I FULL SCALE. Our commitment II cleat. CN9 EXPIRES:DEC 31,2019 SDG 1/16`=1'-0• �� �� a-' nrro 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT �a� 6757 R ST I I 1 S I / I I I I AERATION BASIN 4 I' I I} 32' ER-1-3600 , 1 ''1.£L"s"+c'tsar .7 r H1 / I L ,, 1:1,,,,_;17:: '' 1'_1 -:f: ,,,.,11---1\,i - -_-- ---— Ju �7 Cn/..:�'V'{:7 3 '�N,� 4 � Y.m+F^Fhg'AiF_.KfJY'. T;--------eq r 1,4111! ftihh u.,re€c frr.t# aErta npN I ;. 465EF5001 y- 3433N NO..4 / �0 7.-1W-t¢'7`E:L^ ;av F (- t /ILS ,ew / t 0— raac a crrv=a> HG501 A °" 18"x18"DN TO 12"AFF COVER vt ' I 7C — WITH 1/2"ALUMINUM BIRDSCREEN. VCD IN VERTICAL 4'-0"AFF trx'va ,--- — hj BALANCED TO 2000 CFM. trk I rf7 {_..___1, / f 16 6s,i \\\ SECONDARY CLARIFIER 4 r."t 1 4 in " t 3 - I a.�w. EXISTING GALLERY ENLARGED PLAN I I 3/16"=1'-0" AREA I AREA II ' AREA III SI-1FFT ISFYNOTFS _ _ O ALUMINUM DUCTWORK,ROUTE NEW DUCTWORK I — UNDER EXISTING 22"x22"DUCTWORK X Li i o m` N- KEY PLAN +1 o l- 6' 4' 2' 0' 5' 10' IQ 00 — — ins"=1,�„ �Ep PROlc 0 ��aGIN fE.`Tf�O MBAR WTE MARCH 2018 .__ PROJNr1ME: SHEET TITLE: SHEET: �v R - CLEAN WATER SERVICES HVAC 175 O:288 Owen Di!aii3slg "• +MEM S 3h1&18 HT102 HT102 THIS BAR IS ONE INCH DURHAM AWWTF PL°T 9 4 EGON 0 v EXISTING GALLERY ti w 9 WHEN DRAWING IS C.1ea11WaT SCMCfS Ell BLACK&YEATCH o � FULL SCALE. ENLARGED PLAN "" `��* o.,�o�m;�meot„�Iea,. PHASE 5 SECONDARY TREATMENT PLIX `w, cn�s A�SDG SCALE 3/16"=1'-0" SYSTEM EXPANSION PROJECT 2550 SW Our Hillsboro,O CWS 6757 EXPIRES:DEC 31,2019 REVS DATE ORN APPD DESCRIPTION Hwy. Oregon 971235379 o PROJ#. ENGR STMW: I I I IS I I " 1 80"x 36", HG501 HG501 SR-2-16400 I 0_,_.... 11,—.1 1, I j 1 465TSL5001 fI 1 k1 L -----i i0 I Ia 465PDSL5003 I I I 1 465MAU5001 I1 I I : I I I ® HG5O1 I I- 0 / I I I I 1 I 1 I L J I LOWER LEVEL MAU ENLARGED PLAN 1 v4•=1-0" SHEET KEYNOTES AREA AREA II AREA III , IO HWS AND HWR PIPING,SEE MECHANICAL SHEETS. -46..................................... O CONCRETE PAD,SEE STRUCTRAL SHEETS. Z O CONCRETE AIR AND PIPE CHASE,SEE SHEET ST302. 111:or o cod o N KEY PLAN odi4' 2' 0' 4' 8' o DI 114•=t'-o^ ���ED PROFFs VS��GINFt.R,r/O d> +:BAR E MARCH 2018 -- PRaNuaE: SHEET TITLE: SHEET:176 oF:288 DWG* ,0INf. y co =minim CLEAN WATER SERVICES HVAC Di! ally sig :MEM . DURHAM AWTRE LOWER LEVEL MAU WI., ^, 9y qN 9,1` HT103 THIS BAR IS ONE INCH PEor 3115/18 p 0 EGON 0 cHKRWC CAD PILE* WHEN DRAWING IS C1eanWatei Services 1 BLACK&VEATCH HT103 °r t H $ FULL SCALE. our commitment;.clear. PHASE 5 SECONDARY TREATMENT ENLARGED PLAN Piw_ Cp`° g A SDG SCALE: 1/4"=1'-0• SYSTEM EXPANSION PROJECT ryg — EXPIRES DEC 31,2019 REV# DATE ORt/ MPD DESCRIPTION l 25505W Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRaik. ENGR9mmAm: 6757 I I I11111 , , HG501 L �465EF5002 I26'x26" BOD 16'-6"AFF Irl Et i ER-1 3400 7 14"x14"DN TO 12"AFF COVER il O / WITH ALUMINUM BIRDSCREEN. I VCD IN VERTICAL 4'-0"AFF e i BALANCED TO 1000 CFM. HG501 14'x14" !P BOD 17-0"AFF I�� p I� 11 k a11! 14'x14" T■ _ i ±?4 } Itig- 14"x14" � 14'k14"DN TO 12'AFF COVER i - 1� WITH ALUMINUM BIRDSCREEN. I '--"o ,&3 VCD IN VERTICAL 4'-0°AFF • BALANCED TO 1000 CFM. Y f '. fiy I r Ill i �t / � I ,r4 74 __ 111 l OPERATING LEVEL ENLARGED PLAN AREA I AREA II AREA III 1/8"=1'-0° __ I 1OAREA VI r ALUMINUM DUCTWORK 1 r a0 AP- CH KEY PLAN <NrW 8' 4' 0' 8' 16' a O1 1/8"=1'-0" ���ED NROFFsfi S e 2 > aw BAR ATE; MARCH 2018 v q PRQINAME: SHEET TITLE SHEET;1]] OF:`1,88 DWG# 4 93181. - CLEAN WATER SERVICES HVAC Di ally slg osmMEM DWG*HT104 .�■ _ DURHAM AWWTF OPERTATING LEVEL r,-A9, 3/15/18 -y ''4ro EGON 0 TI-HS BAR IS ONE INCH BLACK&VEATCH CHICRWC CAD FILE t. WHEN DRAWING IS �i� �eallWa�r �IV1CeS © HT1 04 oy 9,�° �� FULL SCALE. 00r commitment;.clear. PHASE 5 SECONDARY TREATMENT ENLARGED PLAN w CA" CWS EXPIRES:DEC 31,2019 aPPD:SDG SCALE: 1/8"=1'_U" REva''i WE E Law APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon s7t23537s SYSTEM EXPANSION PROJECT cws 6757 EHGRSTAnw: I I 1 SI i I ISM IrA A ii-IP . I u C 1 I a1 Ei- g: 41- I 1 Ifs 1n. I IHG501 / HG501 20"x 32", ER-1-3400 I - ') , O I I-.n l" 1 465EF5003 18"x18"DN TO 12"AFF COVER WITH 1/2"ALUMINUM BIRDSCREEN. I VCD IN VERTICAL 4'-0"AFF SHEET KEYNOTES AREA I ( AREA II AREA III Z BALANCED TO 2000 CFM O ALUMINUM DUCTWORK w AREA VI 2 11 - 7: r- N- O co --N RAS/WAS PUMPING ENLARGED PLAN KEY PLAN 14 ¢o F 4' 2' 0' 4' 8' i¢ ooi v4"=1'0" ( EO PROF W ORM �`,AGINfE..4f�� > +BAR DATE: MARCH 2018 PR0JN ME: SHEET TITLE: SHEET: of MGR 93181. _• `� +=MEM DWG*Hr105 CLEAN WATER SERVICES HVAC ,GT D't p OREGON THIS BAR IS ONE INCH 3185/18288 •-42, a�� sigy v DURHAM AWWTF RAS/WAS PUMPING aTE. HT105 "�'" 9,D «KRWC CAD FILEik WHEN DRAWING IS -- CleanWater Services 1121 BLACK&VEATCH y tp I FULL SCALE. . Our commitment is clear. PHASE 5 SECONDARY TREATMENT ENLARGED PLAN to w. Gay APPD SCALE. - -TION SYSTEM EXPANSION PROJECT SDG 1/4"=1'-0" 2550 SW Hillsboro Hwy. °Ns EXPIRES:DEC 37,2019 c REV a DATE MN APPD DESORPTION Hillsboro,Oregon 97123-9379 PM m 6757 ENG.STM I I I S 960CD5002 - \ LOUVER,SEE B ARCH DWGS —1{� 1 1 - -.. - ----- 1'' E r_=- • ©a -960CD5003 L (ECONOMIZER RELIEF) 11 T-1o1 DN 14"x12" SR-1-675 --- (TYP OF 5) - Ipi IlH - 1 iir h11- p ql (T3- TYPY HG501 II-__ 0,,--16 x20"(L1) . .. . ... . . E� 960CD5001 —� /!�•. 16'SQO"(L1) - � I 12"x12" I 6" _\ VCD SR-114'5(SR-1-625 � � 16"X20"(L1) -' v I (--- HG501 20"X26"(L1) �� -ZS / 960TIC5001 II �AO//O//�.. rI0///00//li :—I =120"X26" l'y� � ," - ' 960TIT5002 � 1 32"x48" 1 RG-1-3900 I \�TYP(---i-, HG501 32"x48"(L2) v 26"x20"(L2) FLEXIBLE 111 CONNECTION �� (TYP) ! HG501 960ACU5001 O SHEET KEYNOTF. HG501 O SIZE CONDENSATE DARIN LINE PER MANUFACTURERS INSTRUCTIONS. ROUTE CONDENSATE DRAIN LINE TO CONDENSATE DRAIN SUMP. I Ft Ia aor- -- ELECTRICAL ROOM PLAN r 1!4 =1'-0" ¢til 16'12'8' 4' 0' 16' 32' 0 0l 1/16•=V-0" ��`�O PR0/ W VS caG1 NEt.1,J% Q oHt+:DAH MARCH 2018 PROJNAME: SHEET TITLE: SHEET:179 OE:288 DWG ¢ 93181. m G KMc DWG4.HT1os inimmomi CLEAN WATER SERVICES HVAC SH DI ill' sis THIS BAR IS ONE INCH 3!15!18 DURHAM AWWTF ELECTRICAL ROOM PLAN DATE' 4, 4,y `ON 0 el BLACK&VEATCH HT1 06 9'� ' RWC � * WHEN DRAWING IS eanWatel SeMGeS PHASE 5 SECONDARY TREATMENT PLEA �`w_ cAr'`� $ FULL SCALE. Our commitment is clear. $ A SDG 114"=1'0' �� oan Ar. DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT G\M1S EXPIRES:DEC 31,2019 'oPROD it 6757 ENGR STANP: iELECTRICAL PLAN SYMBOLS ELECTRICAL ONE-LINE SYMBOLS IDENTIFICATIONSYMBOLSSWITCHES/RECEPTACLES RACEWAY LOW VOLTAGE MISCELLANEOUS SCHEMATIC SYMBOLS b e LOW VOLTAGE CIRCUIT BREAKER \`/HP MOTOR INDICATING LIGHT EQUIPMENT IDENTIFICATION a C b SINGLE POLE SWITCH /Z/ LIQUIDTIGHT FLEX METAL CONDUIT ;c 1 a-TYPE �/ HP=HORSEPOWER RATING a =DEVICE SWfTCHED DESIGNATION PVC COATED OR SUBMERSIBLE CABLE d c/f MCP =MOTOR CIRCUIT PROTECTOR FULL LOAD AMPS AS NOTED FUSE ■ b =CIRCUIT DESIGNATION TM =THERMAL MAGNETIC I EQUIPMENT/INSTRUMENT LOCATOR a`b IF c= EXPOSED CONDUIT SS =SOLID STATE a I PACKAGED EQUIPMENT CA POTENTIOMETER c LSIG =LONG TIME,SHORT TIME, LOAD RATING AS INDICATED LUMINAIRE IDENTIFICATION 2 =DOUBLE POLE SWITCH INDICATES BREAK IN CONDUIT RUN INSTANTANEOUS,GROUND FAULT b I a=NUMERIC VALUE CAPACITOR a a = DEVICE SWITCHED FROM 3 =THREE-WAY SWITCH b=FRAME SIZE b=HP,KW,KVA AS INDICATED ► DIODE b = CIRCUIT DESIGNATION 4 =FOUR-WAY SWITCH EXPOSED CONDUIT HIDDEN BEHIND WALLS, c=NUMBER OF POLES a TRANSFORMER c = MOUNTING HEIGHT IN FEET K =KEY OPERATED SWITCH FLOORS OR OTHER STRUCTURES d=TRIP SETTING (AT=AMP TRIP) b a=DEVICE I. I` RESISTOR TO BOTTOM OF FIXTURE F =SWITCH AND FUSESTAT (AC=MCP CONTINUOUS SETTING) y Y Y c b=KVA RATINGD. HOLDER UNDERGROUND CONDUIT,DIRECT BURIED a=DESIGNATION d IF a= c a NUMBER OF PHASES CONTROL POWER TRANSFORMER P =SWITCH AND PILOT LIGHT IN DUCTBANK OR UNDER SLAB f=INTERRUPTING RATING e d=PRIMARY VOLTAGE LC =LIGHTING CONTACTOR TS =THERMOSTAT e=SECONDARY VOLTAGE SWITCH NL =NIGHT LIGHT D =DIMMER SWITCH L =LOW VOLTAGE LIGHT SWITCH CONDUIT IN FLOOR SLAB MS o GROUNDED WYE CONNECTION O INDICATES KEYNOTE 1 M =MANUAL MOTOR STARTER } LOW , MANUAL STARTER (PERTAINS ONLY TO SHEET TC =LIGHTING CONTROL TIMER • CONDUIT VERTICAL CHANGE IN DIRECTION AUXILIARY OPERATOR OL =S=SHUNT TRIP A DELTA CONNECTION WHERE NOTE IS FOUND) f =K=KIRK KEY INTERLOCK OVERLOAD a OCCUPANCY SENSOR _ c ENGINE-GENERATOR RATINGS AS INDICATES THAT ALL OR PART OF A -G=GROUND FAULT INTERRUPTER b "DC,— OVERLOAD Q a -CIRCUIT DESIGNATION =V=SOLENOID KEY RELEASE O INDICATED ON THE DRAWINGS GROUNDING b b =DEVICE SWITCHED DESIGNATION e CIRCUIT MAY BE ROUTED IN DUCT BANK d a=KVA/KW o ELECTRODE OR UNDERGROUND.CONDUIT SIZE SHOWN e b=VOLTAGE/CONNECTION a ON ONE-LINE IS ABOVE GROUND AND/OR c=PHASE °� FLOAT SWITCH UNDERGROUND GROUND GRID#4/0 SDBC SWITCH AND SINGLE RECEPTACLE d=WIRE o (CLOSING ON RISING LEVEL) Sb UNLESS OTHERWISE NOTED INSIDE OF STRUCTURE.SEE DUCT BANK a=CIRCUIT DESIGNATION SCHEDULE AND SECTIONS FOR CONDUIT DISCONNECT SWITCH e= f • GROUND ROD b=DEVICE TYPE DESIGNATION o P S=SWITCH AND SINGLE RECEPTACLE SIZE OF UNDERGROUND PORTION OF ! a =DISCONNECT SWITCH FLOAT SWITCH ® GROUND ROD AND GROUND WELL CIRCUIT. O a RATING a CURRENT TRANSFORMER WITH (OPENING ON RISING LEVEL) ,,ia DUPLEX RECEPTACLE QD QD=QUICK DISCONNECT b L SHORTING TERMINAL BLOCK ♦ COMPRESSION OR EXOTHERMIC b GROUNDING CONNECTION a=CIRCUIT DESIGNATION JUNCTION BOXa a=QUANTITY °� PRESSURE SWITCH b=DEVICE TYPE DESIGNATION b=RATIO d P (CLOSING ON RISING PRESSURE) a ® CONDUIT SEAL o FUSED DISCONNECT SWITCH 3 OP PRESSURE SWITCH K TELEPHONE OUTLET a=FUSE RATING POTENTIAL TRANSFORMER 1 I LUMINAIRES a=MOUNTING HEIGHT b a=QUANTITY (OPENING ON RISING PRESSURE) DUCTBANK b=RATIO ° TEMPERATURE SWITCH N a DATA COMMUNICATIONS OUTLET APPROXIMATE DIMENSIONS a (CLOSING ON RISING TEMPERATURE) SHOWN ON DUCTBANK SCHEDULE SSM SOLID STATE u 2',4',OR 8'LED STRIP b a=MOUNTING HEIGHT MULTIFUNCTION METER TEMPERATURE SWITCH I 0 DISCONNECT SWTICH f = qTp (OPENING ON RISING TEMPERATURE) 2'X 2'LAY-IN TROFFERl 91 I II I II I f CABLE TRAYS FUSE i AMMETER TEST POINT a =QUICK DISCONNECT FLOW ACTUATED SWITCH REFER TO LUMINAIRE SCHEDULE (CLOSING ON INCREASE IN FLOW) PE PHOTOCELL CONDUIT TEE n VTP VOLTAGE TEST POINT 2'X 4'LAY-IN TROFFER O COMBINATION STARTERT FLOW ACTUATED SWITCH REFER TO LUMINAIRE SCHEDULE WITH CONTROL POWER TRANSFORMER (OPENING ON INCREASE IN FLOW) 0 �� LUMINAIRE POLE MOUNTED ® COMBINATION STARTER NEW AND EXISTING a a=CIRCUIT BREAKER DISCONNECT, 5� 7 SURGE PROTECTIVE DEVICE ELECTRICAL LEGENDI TYPE AS NOTED o ON TIME DELAY CONTACT b b=STARTER TYPE (NORMALLY OPEN,WHEN THE COIL IS I TWO LUMINAIRES ON ONE POLE EXISTING CONDUIT,ELECTRICAL I. FVR=FULL VOLTAGE REVERSING ENERGIZED THE CONTACT WILL CLOSE FVNR=FULL VOLTAGE NON REVERSING n n RVAT=REDUCED VOLTAGE AUTO TRANSFORMER DRAWOUT CONNECTIONS AFTER A TIME DELAY) I ON TIME DELAY CONTACT EQUIPMENT,DEVICES,SHOWN RVNR=REDUCED VOLTAGE NON REVERSING (NORMALLY CLOSED,WHEN THE COIL IS AS SCREENED TS1W=TWO SPEED CONSEQUENT POLE, GROUND ENERGIZED THE CONTACT WILL OPEN AFTER A ONE WINDING I TIME DELAY) O LUMINAIRE POLE MOUNTED NEW CONDUIT,ELECTRICAL TS2W=TWO SPEED SEPERATE WINDING WITH RECEPTACLE L EQUIPMENT,DEVICES,SHOWN c=NEMA STARTER SIZE o OFF TIME DELAY CONTACT ��y� AS BOLD r CAPACITOR (NORMALLY OPEN,WHEN THE COIL IS ■ BEACONH DE-ENERGIZED THE CONTACT WILL OPEN AFTER a=COLOR ~ BATTERY A TIME DELAY) FUTURE CONDUIT,ELECTRICAL T OFF TIME DELAY CONTACT R=RED EQUIPMENT,DEVICES SHOWN (NORMALLY CLOSED,WHEN THE COIL IS 1 G=GREEN AS DASHED. OK KIRK KEY DE-ENERGIZED THE CONTACT WILL CLOSE A=AMBER AFTER A TIME DELAY) LUMINAIRE,EMERGENCY BATTERY-POWERED / `-)XRXX / CONDUIT/CABLE IDENTIFICATION: 5% 5%LINE REACTOR co( o TRANSFER SWITCH �o TORQUE SWITCH XXXXX-CONDUIT/CABLE NUMBER b (NORMALLY OPEN) I L� LUMINAIRE,EMERGENCY/EXIT BATTERY-POWERED SEE RACEWAY BLOCK DIAGRAM* =P=POWER CONDUIT VFD VARIABLE FREQUENCY DRIVE SCHEMATIC SYMBOLS �g TORQUE SWITCH V (NORMALLY CLOSED)V L LUMINAIRE,EMERGENCY BATTERY-POWERED REMOTE a C=CONTROL CONDUIT dV/dT FILTER ® WIRE CONNECTION POINT opa LIMIT SWITCH(NORMALLY OPEN) =S=SIGNAL CONDUIT ■ EXTERNAL CONNECTION POINT U 0 LUMINAIRE,SURFACE OR PENDANT MOUNTED =PC=POWER/CONTROL CONDUIT o. LIMIT SWITCH =PB=DATA HIGHWAY CONDUIT -I I NORMALLY OPEN CONTACT (NORMALLY OPEN,HELD CLOSED) =F=FIBER OPTIC a Eco-lLIMIT SWITCH v LUMINAIRE,WALL MOUNTED =N=NETWORK NORMALLY CLOSED CONTACT E 0 STARTER,CONTACTOR OR RELAY COIL 0 0 0 (NORMALLY CLOSED) `-cG px LUMINAIRE,FLOOD/SPOT ND o o LIMIT SWITCH -lt7-1 I RVSS ',! REDUCED VOLTAGE SOLID STATE STARTER o NORMALLY OPEN PUSH BUTTON (NORMALLY CLOSED,HELD OPEN) g i LUMINAIRE,EXIT ONE OR TWO FACES AS !-- --- rn tO. e- INDICATED.ARROW POINTS IN DIRECTION '-1--° �o n mNORMALLY CLOSED PUSH BUTTON d DIFFERENTIAL PRESSURE SWITCH o rn t OF EGRESS. b rn w MAINTAINED PUSH BUTTON DNOF(NORMALLY OPEN,CLOSING ON INCREASING if .. C LUMINAIRE,WALL WASHER o o ) Oo (NORMALLYAL PRESSURE SWITCH DIFFERENTI CLOSED,OPENING ON INCREASING O m N NORMALLY CLOSED GEARED LIMIT SWITCH <W a) — TYPICAL DETAIL CALLOUT DIFF,) o� MO NORMALLY OPEN GEARED LIMIT CII PRELIMINARY-NOT FOR CONSTRUCTION SWITCH c PAF l'0., <,G INFFy/.85838PE.7 DRN:gM,J ORO DATE: MARCH 2018 _._ - — IPROD NAME: SHEET TITLE: SHEET:180 OF:288 DWGik �' S'g _DaNANOO DwGaF E001 CLEAN WATER SERVICES ELECTRICAL DIX (J_THIS BAR IS ONE INCH /v� Services o EcoN CHKfZpT CADFIER EI)01,dwg WHEN DRAWING IS FULL CleanWater �7�V �°s la BLACK&VEATCH DURHAM AWWTF LEGEND A°�, 3/14/18 EOO1 -V �� SECONDARY TREATMENT SYSTEM JAMES SCALE. Our eemml�menti h dean PLC APPD' NOT TO SCALE — MI onrE: s zma o$ AIT SCALE: c REV# DATE DRN APPD DESCRPTUN 2550 SWH'isboroHwy. Hisboro,OregoD97123-9379 EXPANSION PROJECT CWS I / / PROJ#:fi7`57 ENGR STAMP: 1 ' ELECTRICAL ABBREVIATIONS & NOTES ELECTRICAL GENERAL NOTES ELECTRICAL ABBREVIATIONS 1. SOLID LINES( ----)INDICATE NEW WORK OR EQUIPMENT. A H Q 2. SCREENED LINES( -- ---)INDICATE EXISTING WORK OR EQUIPMENT. A AMBER,AMPERE,ALARM H HIGH,HUMIDISTAT NOT USED AC ALTERNATING CURRENT HH HANDHOLE ACB AIR CIRCUIT BREAKER HMT HIGH MOTOR TEMPERATURE I 3. DASHED LINES - ACR ACCESS CARD READER R ( )INDICATE FUTURE WORK OR EQUIPMENT. AF AMPERE FRAME HOA HAND-OFF-AUTO AFD ADJUSTABLE FREQUENCY DRIVE HOR HAND-OFF-REMOTE R RED,RAISE,RELAY,REVERSE AFRD ARC-FLASH REDUCTION DEVICE HP HORSEPOWERDRESP RECEPTACLE 4. REFER TO INDIVIDUAL DISCIPLINE CONTRACT DRAWINGS FOR ADDITIONAL ABBREVIATIONS,DETAILS,AND GENERAL DESIGN NOTES. HS HAND STATION RES RESISTOR AHF ACTIVE HARMONIC FILTER HWCO HIGH WATER CUTOFF AM AMMETER HZ HERTZ CYCLE RH REMOTE HANDSET ANN ANNUNCIATOR ( ) RT 5. LEGEND SHEETS ARE GENERAL.SOME SYMBOLS AND ABBREVIATIONS MAY NOT BE UTILIZED ON THIS SPECIFIC PROJECT. AR ALARM RELAY RTD RESISTANCEIST REPEATINGTIMER TEMPERATURE DETECTOR AS AMMETER SWITCH,AMPERE SENSOR ( RTU REMOTE TERMINAL UNIT 6. INFORMATION RELATED TO CIRCUIT IDENTIFICATION,WIRE&CONDUIT SIZES,AND ROUTING,IS ON THE FOLLOWING AT AMPERE TRIP RVSS REDUCED VOLTAGE SOLID STATE STARTER DRAWING TYPES. ATS AUTOMATIC TRANSFER SWITCH I O INSTANTANEOUS AUX AUXILIARY A.ONE-LINE DIAGRAMS SHOW CIRCUIT IDENTIFICATION,WIRE QUANTITY AND SIZES,AND CONDUIT SIZE WITHIN AWG AMERICAN WIRE GAUGE IJB INTERCOM JUNCTION BOX S — STRUCTURES.ONE-LINE DIAGRAMS ALSO INDICATE ORIGIN AND DESTINATION OF CIRCUITS,AND IDENTIFY j S SHORT-TIME,SHIELDED,STARTER I CIRCUITS ROUTED UNDERGROUND. SA SURGE ARRESTER,SPEAKER AMPLIFIER B J,JB JUNCTION BOX SCADA SUPERVISORY CONTROL AND B.FOR CIRCUITS WITHOUT UNDERGROUND PORTIONS,BUILDING FLOOR PLANS SHOW LOCATION OF EQUIPMENT FOR DATA ACQUISITION DETERMINING CIRCUIT LENGTH WITHIN THE STRUCTURE.FOR CIRCUITS WITH UNDERGROUND PORTIONS, B BUS ANTICIPATED PENETRATION OF UNDERGROUND CONDUITS ARE SHOWN ON STRUCTURE PLANS FOR DETERMINING THE BC BATTERY CHARGER K SF6 SULFUR HEXAFLOURIDE LENGTH OF THE IN-STRUCTURE PORTIONS OF CIRCUITS.BUILDING FLOOR PLANS MAY ALSO SHOW HOME RUNS FOR BKR BREAKER SH SPACE HEATER LIGHTING,RECEPTACLE,AND OTHER MISCELLANEOUS EQUIPMENT CIRCUITS. BR BRAKE K KEY INTERLOCK SN SOLID NEUTRAL SOLENOID OILER C. SITE PLANS INDICATE THE GENERAL ROUTING OF UNDERGROUND CONDUITS AND DUCT BANKS.CIRCUITS ROUTED IN BT BEARING TEMPERATURE KAIC THOUSAND AMPERES INTERRUPTING CURRENT KCMIL THOUSAND CIRCULAR MIL SO SP SINGLE POLE UNDERGROUND CONDUITS OR DUCT BANKS ARE INDICATED IN DUCT BANK SECTIONS REFERENCED ON THE SITE PLAN. KO KEY OPERATED SPD SURGE PROTECTION DEVICE KV KILOVOLT SPOT SINGLE POLE DOUBLE THROW D.DUCT BANK SECTIONS AND SCHEDULES IDENTIFY CONDUIT SIZE,CONDUIT MATERIAL,ARRANGEMENT OF THE C KVA KILOVOLT AMPERE SPST SINGLE POLE SINGLE THROW UNDERGROUND CONDUITS,AND CIRCUITS ROUTED IN EACH UNDERGROUND CONDUIT. KVAR KILOVAR SS SELECTOR SWITCH,START/STOP C CLOSE,COUNTER,CONTACTOR,CONTROL, KW KILOWATT SSM SOLID-STATE METERING CCTV CAMERA KWH KILOWATT HOUR SSS SOLID STATE STARTER CAP CAPACITOR SST SOLID-STATE TRIP CB AREA DESIGNATIONS CIRCUIT BREAKER CB"A" CIRCUIT BREAKER AUXILIARY CONTACT SUPV SUPERVISORY CONTROL (OPEN WHEN BREAKER IS OPEN) SV SOLENOID VALVE CB"B" CIRCUIT BREAKER AUXILIARY CONTACT SWB,SWBD SWITCHBOARD (CLOSED WHEN BREAKER IS OPEN) L LOW,LEVEL,LONG-TIME SWG,SWGR SWITCHGEAR THE SPECIAL AREA DESIGNATION BOXES,AS DEFINED BELOW,ARE LOCATED ON THE PLAN DRAWINGS TO DEFINE CD CONTROL DAMPER f A LIGHTNING ARRESTER III ELECTRICAL INSTALLATION REQUIREMENTS.DESIGNATION BOXES ARE LOCATED WITHIN ROOM OR BELOW ROOM NUMBER. CI CELL INTERLOCK LC LOCAL AREA NETWORK ALL INDOOR AREAS NOT INDICATED OTHERWISE ARE AREA TYPE 1 AND MINIMUM NEMA TYPE 1 ENCLOSURES. CKT CIRCUIT LC LIGHTING CONTACTOR T CL2 CHLORINE LCP LOCAL CONTROL PANEL AREA TYPE 1A CORROSIVE CHEMICAL FEED AND STORAGE ROOMS.CONDUIT SYSTEM SHALL BE EXPOSED SCHEDULE LCS LOCAL CONTROL STATION T THERMOSTAT,TIMER, 80 PVC RIGID NON-METALLIC CONDUIT WITH PVC FITTINGS,BOXES AND ACCESSORIES. COS CABLE OPERATED SWITCH LOA LOCAL-OFF-AUTO TOTALIZER,TRANSFORMER CP CONTROL PANEL LORR LOCAL-OFF-RESET-REMOTE TACH TACHOMETER I INDOOR WET LOCATIONS SUCH AS VAULTS,HOSEDOWN AREAS,BASEMENTS,ETC.MINIMUM NEMA CPT CONTROL POWER TRANSFORMER AREA TYPE 4X LOS LOCK OUT STOP TB TERMINAL BLOCK 11 TYPE 4 ENCLOSURE FOR EQUIPMENT AND GASKETED FITTINGS IN A CONDUIT SYSTEM. CR CURRENT OF CONTROL RELAY,CARD READER LP LIGHTING PANEL TC TIMER CLUTCH LTG LIGHTING CS CONTROL STATION LS LIMIT OR LEVEL SWITCH TD TIME DELAY RELAY CLASS I,DIVISION 1 AREA AS DEFINED BY NEC.ALL EQUIPMENT AND CONDUIT SYSTEMS SHALL CT CYCLE TIMER OR CURRENT TRANSFORMER TEMP TEMPERATURE AREA TYPE 7A BE RATED FOR USE IN THIS AREA. CTC CYCLE TIMER CLUTCH LWCO LOW WATER CUTOFF TJB TERMINAL JUNCTION BOX CTM CYCLE TIMER MONITOR TM TIMER MOTOR AREA TYPE 7131 CLASS I,DIVISION 2,GROUP C AND D(METHANE,GASOLINE)AS DEFINED BY NEC.EQUIPMENT 2/C 2 CONDUCTOR TO TORQUE AND CONDUITS SYSTEMS SHALL BE RATED FOR USE IN THIS AREA. 4"C 4"CONDUIT M TR TIMER RELAY,TRIAD M MAGNETIC MOTOR STARTER TS TEMPERATURE SWITCH ARE E 12 INDOOR,DRY,DIRTY AREA.REQUIRES MINIMUM NEMA TYPE 12 GASKETED ENCLOSURES FOR ALL TTB TELEPHONE TERMINAL BOARD D MA MILLIAMPERE EQUIPMENT AND GASKETED FITTINGS IN CONDUIT SYSTEMS. MCB MAINN CIRCUIT T BREAKER U DC DIRECT CURRENT,DOOR CONTACT MCC MOTOR CONTROL CENTER — DI DOOR INTERLOCK MCLU MOTOR CONTROL LINEUP UG UNDERGROUND 111DM DAMPER MOTOR,DEMAND METER, MD MOISTURE DETECTOR,MOTION DETECTOR UPS UNINTERRUPTIBLE POWER SUPPLY DIMMER SWITCH MDL MAGNETIC DOOR LOCK DPDT DOUBLE POLE DOUBLE THROW MFR MANUFACTURER DPST DOUBLE POLE SINGLE THROW MH MANHOLE,MOUNTING HEIGHT V DPR DIFFERENTIAL PRESSURE REGULATOR MHS MOTOR HEATER SPACE GENERAL REQUIREMENTS DPS DIFFERENTIAL PRESSURE SWITCH MOV MOTOR OPERATED VALVE V VOLTS,VOLTAGE RESTRAINED DS DISCONNECT SWITCH,DOOR SWITCH, MPR MOTOR PROTECTION RELAY VA VOLT AMPERE DESKTOP STATION TMS MANUAL MOTOR STARTER VAR VARMETER DVLS DISCHARGE VALVE LIMIT SWITCH MSH MOISTURE SWITCH HIGH VFD VARIABLE FREQUENCY DRIVE MTS MANUAL TRANSFER SWITCH VI VACUUM INTERRUPTER H C NTRACTOR SHALL BE RESPONSIBLE FOR ROUTING ALL CONDUITS NOT SHOWN ON THE PLANS.THIS SHALL INCLUDE ALL MV MILLIVOLT,MEDIUM VOLTAGE VLS VALVE LIMIT SWITCH CONDUITS SHOWN ON THE ONE-LINES AND HOME-RUNS SHOWN ON THE PLAN DRAWINGS.CONDUITS SHALL BE ROUTED AS DEFINED E MVA MEGAVOLT AMPERE VM VOLTMETER IN THE SPECIFICATION. VPI VALVE POSITION INDICATOR 2. SPARE WIRES SHALL BE TAPED AND COILED AND LABELED TO INDICATE WHERE OTHER END OF SPARE WIRE IS LOCATED. E ELECTRIC OR VALVE OPERATOR FOR CONTROL DAMPER N VS VOLTMETER SWITCH 3. IF EQUIPMENT SUPPLIED BY MANUFACTURER HAS A LARGER LOAD THAN VALUE SHOWN,THE CABLE CONDUIT AND ELECTRICAL EC EMPTY CONDUIT N NEUTRAL EQUIPMENT SHALL BE ENLARGED,AS REQUIRED,TO ACCOMMODATE THE HIGHER VALUE. EDS ELECTRICAL DOOR STRIKE W EL ELEVATION,EMERGENCY LIGHT NGR NEUTRAL GROUNDING RESISTOR EMH ELECTRICAL MANHOLE NGT NEUTRAL GROUNDING TRANSFORMER W WHITE,WATTS 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING PROPERLY SIZED STARTER OVERLOADS FOR EQUIPMENT FURNISHED. NC NORMALLY CLOSED WH WATTHOUR METER ER ELECTRODE RELAY NO NORMALLY OPEN,NUMBER WHTR WATER HEATER ES END SWITCH,REQUEST TO EXIT SENSOR WM WATT METER I 5. LIGHTING AND RECEPTACLE CIRCUITS DESIGNATED ON THE FLOOR PLANS ARE NOT SHOWN ON THE ONE-LINES.CONDUCTORS FOR LIGHTING,RECEPTACLES,AND MISCELLANEOUS 120VAC CIRCUITS SHALL BE MINIMUM NO.12AWG. CONDUIT FOR LIGHTING, WP WEATHERPROOF RECEPTACLES,AND MISCELLANEOUS 12OVAC CIRCUITS SHALL BE MINIMUM 3/4". E-STOP EMERGENCY STOP ETM ELAPSED TIME METER 0 WPI WEATHERPROOF IN-USE EX EXISTING WS WALL STATION 1 6. IN AREAS WHERE THERE ARE OVERHEAD BRIDGE CRANES,HOISTS,ETC.NO CONDUITS SHALL BE RUN OVERHEAD THAT WILL EXP EXPLOSION PROOF 0 OPEN INTERFERE WITH THE OPERATION OF THE EQUIPMENT. OL OVERLOAD on F OOA ON-OFF-AUTO X M OOR ON-OFF-REMOTE X AUXILIARY F FORWARD,FIELD 0/U OVER/UNDER XFMR TRANSFORMER RELAY r^ip FCV FLOW CONTROL VALVE XP EXPLOSION PROOF •V CO FO FIBER OPTIC P OD "?E FPR FEEDER PROTECTION RELAY Y FS FLOW SWITCH P PRIMARY,POWER,POLE PCS PLANT CONTROL SYSTEM Y YELLOW N O G PB PUSH BUTTON,PULL BOX PF POWER FACTOR Z G GREEN,GROUND,GENERATOR, PFCC POWER FACTOR CORRECTION CAPACITOR co �+ GROUND FAULT PH PHASE Z AUXILIARY RELAY,IMPEDANCE Nrn$ GD GROUND DETECTOR PL PILOT LIGHT ZS POSITION SWITCH °'N GEN GENERATOR PLC PROGRAMMABLE LOGIC CONTROLLER ZSS ZERO SPEED SWITCH o GFI GROUND FAULT INTERRUPTOR PP POWER PANEL I pc� GLS GEARED LIMR SWITCH PR PAIR U"? GPR GENERATOR PROTECTION RELAY PRS PROXIMITY SWITCH 1-1PR#16S ONE,SINGLE PAIR,TWISTED <ui,ro) GROUND PS PRESSURE SWITCH SHIELDED#16 CABLE al— a #8G #8 GROUND WIRE PT POTENTIAL TRANSFORMER,PROGRAM TIMER 3-7/C#14 MULTIC SINGLE SEVEN OR CONTROL CABLES 14_c/ 0.e n a I ❑ SIP'S PROD NAME: SHEET TITIJ:. SHEET.181 �•2B8 DWG 7k " „ d W ORD - y. °(:1 PRELIMINARY—NOT FOR CONSTRUCTION DGP DATE: MARCH 2018 fi CLEAN WATER SERVICES ELECTRICAL Dlg; DSN:ANOO DWGik E002 i c N THIS BAR IS ONE INCH ADT 3/14/18 '14P'''''''''_- 00—_— — ABBREVIATIONS \aE CNaRDT CAD FLE3k E002.dwg WHEN DRAWING IS FULL BA Cr $erv�ce8 ©"BLACK&VEATCH DURHAM AWWTF oA E002 F� �Q SECONDARY TREATMENT SYSTEM PLC,M U S, Our oomml�mont lo glean AND NOTES EXPANSION PROJECT - cz6asrcn a -6/30/2(7la LL o APS• NOT TO SCALE 6757 ck A.IT SCALE: REV it DAM DRN APPS DESORPTION 2550 SW Higaboro Hwy. Hillsboro,Oregon 97123-9379 ____ _ _____ —_-___ —_-. s PROD it ENGR 5MMP: I GENERAL CIRCUIT CONDUCTOR AND CONDUIT IDENTIFICATION I ANALOG CIRCUIT CALLOUTS CONTROL CIRCUIT CALLOUTS CONTROL CABLE CIRCUIT CALLOUTS POWER CIRCUIT CALLOUTS POWER CABLE CIRCUIT CALLOUTS POWER CABLE VFD CIRCUIT CALLOUTS CALLOUT LEGEND [Al] (1 TYPE 31 [Cl] [MSC] [CC3] [1-3C,TYPE 1] [P1] [MSC] [P25] [3#8,4#14,1#1OG] (PCI] [1-4C#12,TYPE 2] [PCV(] (l-30#12 TYPE 6] A=ANALOG CIRCUIT(CABLE) (A2] [2 TYPE 3] ((2)C11 [2-MSC] [(2)CC3) [2-3C,TYPE 1] [P2] [2#12,1#12G] [P26] [3#8,5#14,1#100] [PC1/CC3] [1-4C#12,TYPE 2,1-3C,TYPE 1] IPCV2] [1-3C#10,TYPE 6] I [A3] [3 TYPE 3] [(4)01] [4-MSC] ((3)CC3] [3-3C,TYPE 1] [P3] [3#12,1#12G] (P27] [2#6,1#100] [(2)PC1/(2)CC3] (2-40#12,TYPE 2,2-3C,TYPE 1] [PCV3] [1-3C#8,TYPE 6] P=POWER CIRCUIT(SINGLE CONDUCTORS) IA41 [4 TYPE 3] [C2] [2#14,1#146] [(12)003] [12-3C,TYPE 1] [P4] [4#12,1#120] [P28] [3#6,1#106] [(3)PCI] [3-4C#12,TYPE 2] [PCV4] [l-3C#8,TYPE 6] (AS] [5 TYPE 3] [C3] [3#14,1#140] (003/0051 [1-3C,150 TYPE 1] [P5] [5#12,1#1201 [P28A] [3#6,1#8G] [PCIA] [1-3C#12,TYPE 2] [PCV5] 11-30#4,TYPE 6] C=CONTROL CIRCUIT(SINGLE CONDUCTORS) [A6j [6 TYPE 3] [C4] [4#14,1#140] [CC3/CC7j [1.3C,1-7C TYPE 1] [P6] [6#12,1#1201 [P29] 13#8,2#14,1#100] [(2)PC1A] [2-30#12,TYPE 2] [PCV6] [1.30#2,TYPE 6] [A7] [7 TYPE 3] [C5] [5#14,1#140] [CC3/CC5/CC7] [1-3C,1-5C,1-7C,TYPE 1] [P7] [7#12,1#12G1 [P30] [3#6,3#14,1#10G] [(3)PCIA1 [3-30#12,TYPE 2] CC=CONTROL CIRCUIT(TRAY CABLE) [A6] [8 TYPE 3) (0•6] (6#14,1#14G] [CC5] [1-50,TYPE 1] [P8) [8#12,1#12G] [P31] (3#6,4#14,1#10G] [(4)PC1A] [4-3C#12,TYPE 2] [A9] [9 TYPE 3] [C7] [7#14,1#14G1 [CC5A] [5#18,THERMOSTAT] (P9] [3#12,2#14,1#12G] [P32] [3#6,5#14,1#100] [PC1B] [1-2C#12,TYPE 2] CE=EMPTY CONDUITS WITH PULLROPE [A10] [10 TYPE 3] [C8] [8#14,1#14G] [(2)CC5] [2-5C,TYPE 1] [P9A] (2#12,2#14,1#120] [P33] [3#4,1#8G1 [(2)PCIB] [2-2C#12,TYPE 2] [All] [11 TYPE 3] [010] [10#14,1#14G] [(3)006] [3-5C,TYPE 1] [P10] [3#12,3#14,1#12G] [P34] [3#4,3#14,1#8G] [(4)PC1B] [4-2C#12,TYPE 2] N=NETWORK CABLE [Al2] [12 TYPE 3] [C12] [12#14,1#14G] [CC5/(3)CC3] [1-5C,3-3C,TYPE 1] [P11] [3#12,4#14,1#12G] (P35] [3#4,5#14,1#8G] [(5)PCIB] [5-2C#12,TYPE 2] [A131 [13 TYPE 3] [014] [14#14,1#14G] [(2)CC7] [2-7C,TYPE 1] [P12] [3#12,5#14,1#12G] [P36] [3#3,1#8G] [(6)PCIB] [6-2C#12,TYPE 2] PB=PROFIBUS [A14] [14 TYPE 3] [C16] [16#14,1#14G] [CC7] [1-7C,TYPE 1] [P13] [3#12,6#14,1#12G] [P37] [3#3,3#14,1#8G] [(9)PCIB] [9-2C#12,TYPE 2] I [A15] [1 TYPE 4] [C18] [18#14,1#140] [007/(2)0012] [1-70,2-12C,TYPE 1] [P14] [3#12,7#14,1#120] [P38] (3#2,1#60] [PC1A/(8)PC16] [1-3C#12,8-2C#12,TYPE 2] NETWORK MSC=MANUFACTURER SUPPLIED CABLE [A16] [2 TYPE 41 [C24] [24#14,1#14G] [(2)0091 I2 9C,TYPE 1] (P15] [3#12,12#14,1#12G] [P38A] [4#4/0,1#40] [PC2j (1 4C#10,TYPE 2] [A17] [3 TYPE 4] [(5)CC9] [5 90,TYPE 1] (P16] [3#10,1#1OG) [P39] [3#1,1#6G] (PC2Aj [1-3C#10,TYPE [(2)PB] [2 TYPE 10] 2] PC=POWER CIRCUIT(TRAY CABLE) (A18] [4 TYPE 4] [0091 (1 90,TYPE I] [PI6A] [2#10,1#100] (P40] [3#1,3#14,1#6G] (P03] [1-4C#8,TYPE 2] [(4)PB] [4 TYPE 10] [A19] [5 TYPE 4] [CC12] [1-120,TYPE 1] [P168] [4#10,1#10G] [P41] [3#2/0,1#60] [PC3A] [1-3C#8,TYPE 2] [CAT6] [1 TYPE 11] F=FIBER OPTIC CABLE [A20] [6 TYPE 4] [CC12/CC5] [1-12C,1-5C,TYPE 1] [P17] [3#10,2#14,1#100] [P42] [3#3/0,1#40] [(3)PC3A] (3.3C#8,TYPE 2] [(2)CAT6] [2 TYPE 11] [A21] [7 TYPE 4] [0013] [1-130,TYPE 1] [P15] [3#10,3#14,1#100] [P43] [3#4/0,1#40] [PCSA] [l-30#6,TYPE 2] [(3)CAT6] [3 TYPE 11] PCV= VFD POWER TRAY CABLE [A22] [8 TYPE 4] [CC19] [1-190,TYPE 1] [P19] [3#10,4#14,1#100] [P44] [3#25OKCM�,1#4G] [PCB] [l 3C#25OKCMIL,TYPE 2] [A2/CAT6] [1 TYPE 3,1 TYPE 11] [A23] (9 TYPE 4] [0025) [1-25C,TYPE 1] (P20] [3#10,5#14,1#100] [P45] (3#300KCMIL,1#4G] [PC7j [1-3#2/0,TYPE 2] [P12] [12 STRAND MULTI MODE [A24] [1-8PR TYPE 5] [0037] [1-37C,TYPE 1] [P21] [2#8,1#10G] [P46] [3#350KCMIL,1#1G] [PC7A] [1-4#210,TYPE 2] FIBER OPTIC CABLE] [A251 [2-8PR TYPE 5] [(2)003/ (P22] [3#8,1#100] [P46A] [3#350KCMIL,1#1/0G] IPC8A1 [1-3#4/0,TYPE 2] I [A26] [6-8PR TYPE 5] (3)009/ [P22A] [4#8,1#100 [A1/A26] [1 TYPE 3, ] [P47]8 [3#1/0,1#60] [(2)PC8A] [2-3#4/0,TYPE 2] 6 BPR TYPE 5] (2)0012] [2-30,3 90 2-12C,TYPE 1j [P23] 13#8.2#14,1#100] [P48] [3#500KCMIL,1#4/OGI [P09] [1-3#1/0,TYPE 2] [(2)003/ [P24] [3#8,3#14,1#IOG] [P48A] [4#500KCMd,1#4/OG] [PC10] (1-3C#2,TYPE 2] (2)0012] [2-3C,2-12C,TYPE 1] [P49] [3#750KCMIL,1#4/0G] [PC11] [1-3#500KCMIL,1#4/0G TYPE 2] [(3)PC11] (3 KCMIL,1#4/OG TYPE 2] U CABLE TYPE IDENTIFICATION LEGEND FOR CONDUIT: I W-XY-TYPE Z W=NUMBER OF CABLES X=NUMBER OF SINGLE CONDUCTORS IN EACH CABLE Y=C(CONDUCTOR FOR TYPE 1 CONTROL CABLE) 7 C 410P1401/314'0[CC5[ C#AWG(CONDUCTOR AND CONDUCTOR SIZE FOR TYPE 2 POWER CABLE) 1 Z=CABLE TYPE NUMBER PER SPECIFICATIONS LCS 1"[(2)PC1A] /P 411401/ /P-410P1402/ I EXAMPLES: 410P1401 �� I TJB(POWER) [(2)CC71=2-7C,TYPE 1=TWO CABLES,EACH CABLE WITH SEVEN CONDUCTORS, r-CIRCUIT ID SHOWN ON CIRCUIT/RACEWAY BLOCK DIAGRAM AND THE CABLE IS TYPE 1 MULTICONDUCTOR / EXAMPLE: [PC1A]_[1-3C#12,TYPE 2] I [PC1]=1-4C#12,TYPE 2=ONE CABLE,FOUR CONDUCTORS,SIZE#12 AWG AND P 410P1401/3/4'0[PC1A] ONE GROUND CONDUCTOR TYPE 2 MULTICONDUCTOR POWER CABLE i CONDUIT SIZE SHOWN ON CIRCUIT/RACEWAY BLOCK DIAGRAM [CC3]=1-3C,TYPE 1=ONE CABLE,EACH CABLE WITH 3 CONDUCTORS AND THE CABLE IS TYPE 1 MULTICONDUCTOR CONDUIT ID SHOWN ON PLANS AND CIRCUIT/RACEWAY BLOCK DIAGRAMS RACEWAY NUMBERING IDENTIFICATION /C410Pi401/ W-XXX V Z777 1-77C-410P1402/314°C[CC5] /0410P1402/'1'[(2)005) W=RACEWAY TYPE P=POWER LCS TJB(DIGITAL)C=CONTROL S=SIGNAL N=NETWORK I ' 410P1402 ��XXXAREANUMBER Y=EQUIPMENT TYPE v,gx0 I m E 7777=EQUIPMENT NUMBER P•410P1402/3/4T[PC1A] 1110° EXAMPLES: r M 1,462 C-100P0101 CONTROL CONDUIT IN IPS FACILITY FOR PUMP 1 mN N w P-100P0101A POWER CONDUIT IN PS FACILITY FOR PUMP 1 0O)0 5-100P0101 SIGNAL CONDUIT IN PS FACILITY FOR PUMP 1 U PC-100FV1301 COMBINED POWER AND CONTROL CONDUIT FOR CONTROL VALVE P-100P0201,P-100P0202 POWER CIRCUITS FOR PUMP 1 AND 2 Ci CE-ODOR1 EMPTY CONDUIT WITH PULL ROPE,FOR FUTURE ODOR CONTROL SYSTEM 4:1° PRELIMINARY-NOT FOR CONSTRUCTION ,h �GINeF t�R�PROFESS ID' LU +DGP ORO MARCH 2018u) Inimmino - eaa"°' SHEET TITLE: ELECTRICAL r 182 288 * esa aaE.P • �`` E Sit, CLEANDURHAM ASWWTFCES CIRCUIT CONDUCTOR Di.. AN00 E003 THIS BAR IS ONE INCHa_ �x 3/14/18 9`F '17, RDT CAD�EtK E003. WHEN DRAWING IS FULL gn YYdl�rr S�iir'ic QP BLACK&VEATCH E003 P �� 5 SCALE. SECONDARY TREATMENT SYSTEM Orr eemmltmenl Is alaie, IDENTIFICATION acu 1,... SCALE. AJT SCALE: NOT TO SCALE EXPANSION PROJECT CW8 EXPRATION Dara: 6/30/20181 ES Rev* wre MN APPD CESCRF ron 2550 SW Hmsboro Hwy. HAsbo o,Oregon 97123 9379 �I a 6757 ENE R STAMP: 1 I ro`:13 resimanotrammmwmortati.) - -__ _ _ FUTURE �, I x r6'CH x BLOWER X X X X X I X xI • BUILDING I CHAIN NK FUTURE AERATION BASIN 7Ir I17FUTURE MIXED "A" "K "' ODORLIQUOR FLOWOi , CONTROL ' SPLIT STRUCTURE50' is o so' 1oaPRIMARY FUTURE AERATION (Eo1o1) f,EFFLUENT JBASIN 6 SCALE 1°=PUMP ! PULLBOX(POWER 465PB01 4 `• SECONDARY-STATION /// PULLBOX(DIGITAL)465PB02r� __ I CLARIFIERS / , (EU101)'� ` FPULLBOX(ANALOG)465PB03 (EC101) xC7 (NOTE 6) I / \ .• AERATION BASIN 5 _at___\ \ • (EA101) PULLBOX(POWER)465PB3404 -- /1PULLBOX(ANALOG)465PB3406 5 410MH3401410P83401 x ( , . \ PULLBOX(DIGITAL)465P83405 4_-1.02410PB3402 LJ d MANHOLE(POWER)420MH3401 UNI __ NHOLE(ANALOG)420MH3403ISUBSTATION-XX (Noce 4) ❑ x1.DUCT RBANK '(NOTE 4) (NOTE 3) ELECTRICAL CABLE� � I / .•'ELECTRICAL . ''' BUILDING FUTURE CHEMICAL (EP104) \ SECONDARY IBUILDING ��_ CLARIFIER 6 _— ELECTRICAL E \ J s' '"u"K .► AERATION DUCT BANK .: P= 1I --I BASIN4I SECONDARYI L _3 d �i , / — L- __ - - - ,\ CLARIFIER 4 ; ��(NOTE 5) / x POLE BARN _ _- ,, o ,BUILDING „� �, ' (EU102)AERATION /SECONDARY/ ' . . BASIN 3Il .EFFLUENT t !� CHANNEL O \ ;I+ \\ �. GENERAL NOTES: i •.' I j ( FUTURE 1. SEE DRAWINGS E001,E002,AND E003 FOR ELECTRICAL 111` SECONDARY LEGEND,ABBREVIATIONS AND NOTES. I / SECONDARY�1II� �� CLARIFIER 3 �� �, �� C ` 'IFIER 7 / 2. SEE DRAWINGS ET101 FOR CABLE TRAY ROUTING p JI I I DETAILS. 2 ELECTRICAL j `' SECONDAR/' \ 3. CONTRACTOR SHALL ROUTE TWO 120V CIRCUITS TO EACH / ROOM 5020 COLLECTION / .---� LIGHT POLE TO POWER EACH LIGHTING FIXTURE AND / o- RECEPTACLE. r t —i STRUCTURE(ES101� 4. UNIT SUBSTATION-XX,MANHOLE 410MH3402 AND POWER O / I \ V / / AND CONTROL CONDUIT BETWEEN UNIT SUBSTATION-XX • AND MANHOLES 410MH3401 AND 41OMH3402 SHALL BE o ♦ ♦ /+ PROVCONTIRACTORSHALLFIELDVERIFY EXACDED AND INSTALLED BY THE TLOCATIONOF• / / • I EXISTINGUNITSUBSTATION-XXI ,MANHOLE410MH3402AND�� POWER AND CONTROL CONDUITS.co a3 '9f •� / � \ 5. 480V POWERCONDUIT TOPOLEBARN BUILDING SHALL BE �� / A\/ DIRECT BURIED.-v.0 SECONDARY EFFLUENT401p \co�° I \ \ \ 6. 120 V POWER CONDUIT TO SAMPLE SHACK SHALL BE o DISTRIBUTION \ DIRECTBURIED. *No STRUCTURE(SEDS) \ \ iipx ° \ \ 7. REFER TO CIRCUIT/RACEWAY BLOCK DIAGRAMS FOR ,O m d ■ / ��\ \ \ \ CABLE AND CONDUIT ROUTING DETAILS. , iii III \ 8. SEE SPECIFICATION SECTION 16050.1.09.0.2 TO �, \ DETERMINE PROPER CONDUIT TYPE TO INSTALL IN EACH 100 AREA. Oi- D❑❑ e0 PR\\€- o ��S��GINf / > DGP �A E: MARCH 2018 PROD NAME: SHEET TITLE: SHEET:183 OF 288 OWGk "�/ .Slg d N ANOO DAT . CLEAN WATER SERVICES ELECTRICAL �) oXEGONy Os" E1o1 DURHAM AWWTF SITE PLAN °A�' SFR 8• THIS BAR IS ONE INCH PLOT 3/14/18 9��f 1°_ � ` Q BLACK&VEATCH El 01 CHKRDT CAD PaEx E101.dwg WHEN DRAWING IS FULL CleanWater JCl Y1CeS SCALE. our commitment is clear. SECONDARY TREATMENT SYSTEM PLC it "" APPD:/ scALE: AS SHOWN EXPANSION PROJECT C rS IE%PRAl ON MT 6/30/2018 0 C Retie DATE DRN APPD DESCRIPTION 2550 SVJ Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PROD A 6757 ENGR STAMP: I I IDUCT BANK SCHEDULE 12 12 12 18 Ot ® 18 0 O CON)NO. SIZE CIRCUIT NUMBER REMARKS 1 2" P-425FCV1810 480 V POWER TO SE COLLECTION STUCTURE I COPPER 2 2" P-425LIT1810,P-425LIT1811 120 V POWER TO SE COLLECTION STRUCTURE O19 19 19 18 3 4 5 3 4 78 3 2" C 425FCV1810 SE COLLECTION STRUCTURE DIGITAL CONTOL O O O O O O O O O CONDUCTOR/0BARE ROUTED IN 4 2" S-425FCV1810,S-425LIT1810,S-425LIT1811 SE COLLECTION STRUCTURE DIGITAL CONTOL • • • 5 2" P-POLEBARN 480 V POWER TO EXISTING POLE BARN BUILDING DUCT BANK CONCRETE(TYP) 6 2" P-420CD1805 480 V POWER TO CLARIFIER DRIVE I SECTION SECTION 2 NO SCALE E101 SECTION C3 7 2" P-420P2101 2" ,P-420P2102 480 V POWER TO SCUM PUMP 1 NO SCALE E101,ET101 Th NO SCALE E101,ES701 8480 V POWER TO SCUM PUMP 2 120 V POWER TO SECONDARY CLARIFIER LIGHTS AND RECEPTACLES,120 V I 9 2" 960LP3402-12,960LP3402-13,P-420SA1805 POWER TO SAMPLE SHACK 10 2" C-420CD1805,C-420P2101,C-420P2102 DIGITAL CONTROL CIRCUITS TO CLARIFIER DRIVE AND SCUMPUMPS 11 2" S-420LT2101 ANALOG CONTROL CIRCUITS TO SCUM PUMPS 12 4" P-96OMCC3401A 480 V POWER TO 960MCC3401 13 2" P-480EF4101 480 V POWER TO ODOR CONTROL FAN 1 I O O O7 Og 14 2" P-480EF4102 481 V POWER TO ODOR CONTROL FAN 1 15 2" P-480LCP4601,P-480-FIT4601,P-480FIT4802 120 V POWER TO WATER PANEL SPACE 1-EATER,480FIT4601 AND 480F1T4602 16 2" C-480EF4101,C-480EF4102,C-480FV4602 DIGITAL CONTROL CIRCUITS TO ODOR CONTROL FANS AND WATER PANEL 00 10 11 S-480PIT4103,5-480PD1T4104,S-480F1T4601, I 17 2" 5-480FIT4602 ANALOG CONTROL CIRCUITS TO ODOR CONTROL FANS AND WATER PANEL 18 2" CE-SPARE-2IN SPARE 2"CONDUIT WITH PULLSTRING 19 4" P-960MCC34018 480 V POWER TO 980MCC3401 13 14 15 18 18 18 18 O 0 0 I16 t7 18 18 ,8 18 18 O ,0 11 • • I SECTION SECTION C5-- SECTIONOso NO SCALE E101,ED101,E0101 NO SCALE 01,ED101 NO SCALE E101,EC101 (NOTE 2) I I I 1 a 1N 4O t a GENERAL.NOTES: 1. SEE DRAWINGS E001,E002,AND E003 FOR ELECTRICAL LEGEND, ABBREVIATIONS AND NOTES. 0:. N I— . 2. CONTRACTOR SHALL ROUTE SPARE CONDUITS FOR ELECTRICAL y c 1[ LOADS TO FUTURE SECONDARY CLARFIERS 6 6 7. 0 Nei, 0Iin — apes °_c, PRELIMINARY-NOT FOR CONSTRUCTION ����C PRt '5 "�G N£F 'i W ORO °W M1 D MARCH 2018 cwoa,war. SHEET TITLE: SHEET:184 of 288 eseaeaE,� _„L < �� anysl U ° ANoo °W°� E102 THIS BAR IS ONE INCH CLEAN WATER SERVICES ELECTRICAL Di OGON /��� ,,y.,, DURHAM AWWTF DUCT BANK SECTIONS °?' 3/14/1B 9 NEER g- P G+�°RD7 cnDF�x E102.DWG WHEN DRAWING IS FULL CLGi1L�Wi�YG1 Services 0 BLACK&VEATCH E1 02 -y p 5�' I SCALE. Orr eemmtmunl II alae, SECONDARY TREATMENT SYSTEM AND SCHEDULES PLCO Pg AJT Sc/' A3 SHOWN EXPANSION PROJECT cws 6757 zaiaa7icw DATE s/w/zo,sl LLS REV M DALE Dlg! APPD DESCRPTiMV 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123.9379 PROD# ENOR STAMP: I I I I L I :, FUTURE ---------__ X x ----- x X x x 6'CNAINUNK / x x x *,.. ,:; BLOWER X x I 1 BUILDING FUTURE AERATION BASIN 7 0-�6'CH { IS ¢ I I \ 1 Wil.. _ o L _ I / .. • AINLINK I ODOR O ;. © L_ - CONTROL 7—...____ 50' 25' 0 50' 100' IMAM"' FUTURE AERATION (Eoto1) f EFFLUENT BASIN 6 s60LP 02-18,21 SECONDARY SCALE 1^=50' c (NOTE 2,3) PUMP 1 r,.....- � O ,5 GFIIVUPI CLARIFIER 5 y I STATION 1::. (EU101)) +LP3402-18,21 O sem„ T_ __ (NOTE 2,3) f I ,... i , , <-„, FUTURE MIXED j LCO 2 GFVWPI II ti LIQUOR FLOW - . >1 .: AERATION BASIN 5 SPLIT STRUCTURE //1---• .. ,\ ` 960LP3402-18,21 x i ! '7 ,, LC (NOTE 2 3), 1 UNIT �� _f LJ s SUBSTATION-XX �' 960LP3402-18,2 - 0 -. ��, x Il... .i - *) (NOTE 2,4 c GFI/W I , 0,! 960LP3402-18,21 P L I . i , .. --.I - �� _ GFIIWPI 25' LC (NOTE 2,3 , I ... ,i, 'ELECTFZIC•L 0 FUTURE s GFINVPI SECONDARY ssoLP3aoz-1sz1'i BUILDING (NOTE 2,3 I 960LP3402-20,23 7 - (I CHEMICAL ) 6 _c ,/ (EP104) CLARIFIER 6 L BUILDING GFI/WPI 25 ��c ( ...--6"•ANLINK "�� LC (NOTE 2,3) / I .: AERATION _,_:_t"( z® LCFI/W I — — BASIN 4i SECONDARY r•.: / Ii _ 1 ' — — — 4 , f POLE BARN �) '� • — — CLARIFIER 4 /. c (NOTE 2,3)20,23�_ �JII BUILDING _ � - - ' ____ / t _ \. �` iGFImPi 1, (EU102) AERATION \\ '� SEC NDARY .�__—_ III i 960LP3402-20,23- r..I.; BASIN 3 :EFFLUENT Lc (NOTE 2,3) I \ CHA_NNEL x O z5 GFI PI .,. , .., / ) ,,7, / \� \ I L03402-20,23 FUTUF LC (NOTE 2,3) SECONDARY SECONDARY \ 1,\ I O C' ARIFIER 741141111%P )- _ �1 CLARIFIER3 �.-Is GFIM'PIELECTRICAL I I\\ SECONDARY J \ 11, 960 P 02 20,23 iI II 1 . ROOM 5020 A COLLECTION / c0(NOTE 2,3) I 11 STRUCTURE 25 GFIANPI ! \ (ES101) l O -- e e oppR I ... e , / _,. . i •,..., IdN� / / j� 1. SEE DRAWINGS E001,E002,AND E003 FOR ELECTRICAL _m s l E \ LEGEND,ABBREVIATIONS AND NOTES. �0, SECONDARY EFFLUENT %. \ o�°' DISTRIBUTION �/ \ \ #44 2. SITE LIGHTING SHALL BE CONTROLLED BY LIGHTING sr 76 + STRUCTURE(SEDS) \ \ \ \�\\\ D CONTACTOR.LIGHTING CONTACTOR SHALL BE PROVIDED .� \ \ \ BY THE OWNER(CWS). I n,,1 // \ \ 3. CONTRACTOR SHALL ROUTE TWO 120V CIRCUITS TO EACH 1 os, I1/ / jJ J// \ \ LIGHT POLE TO POWER EACH LIGHTING FIXTURE AND w N RECEPTACLE. ❑a � p PROe-, OSI �.S*G I Ne •• W ORIG PROJNAME: SHEET TITLE: SHEET:165 OF:288 DWG* " S•n -d > DR+AMJ PATE: MARCH 2018 o O EGON _ a CLEAN WATER SERVICES ELECTRICAL �I� Y N DSN DWGR DURHAM AWWTF SITE LIGHTING PLAN PLOT 3/14/18 1:4,,,;74'81-1? ANOO E103 THIS BAR IS ONE INCH ���` �`� DATE: 8 WHEN DRAWING IS FULL C1eanWater Ae YiCes la BLACK&VEATCH E 103JAMES CHKRDT CAD FILE a: E103.dwg Onr commitment is clear. SECONDARY TREATMENT SYSTEM PLC#. !E&Wi D'MIM: 6Jd11f1018I I SCALE. E's° EXPANSION PROJECT og APPD;AJT SCALE: AS SHOWN REV# DATE DRN APPD DESCRIPTION 2550 SW Hitlsboro Hwy. Hillsboro,Oregon 97123-9379 PROJK 6757 ENGR STAMP: I M 1/2" THOROUGHLY CLEAN CONCRETE SURFACE AND i i I1/4"(MIN x GALV T EUIT PROVIDED FORADISTANCE OF BONDING AGENT. POLE MFR POLE -{n' DAMPEN PRIOR TO PLACING DUCT BANK. E 6" M IMUM HGROUN IIi 5 NOTE:FEET FROM THEING SHALL BE ,STRUCTURE COAT SURFACE WITH MORTAR PUDDLE OR ANCHCONCRETEOR BOLTS BASE WTHY j GROUNDING LUG GALV STEEL PLATE O CONTROL STATION AND WALL. FINISH GRADE O Y CONDUIT FEED HORIZONTAL HOOPS (CONNECT GROUNDS TO 4"MIN 3/"RADICHANNEL I ��//4.\i w c I #5 @12 OC AND 8 / BUSHINGS AND POLE) 4 4?El Oto 6"HOOK + 8"METAL WATERSTOP, #5 VERTICAL 1/4"LEVELING PLATE, .- II I-- p 12 GAGE,4 SIDES SAME SHAPE AS BASE w 3716 1/2"x 8"X 8 (MIN)STEEL BASE PLATE � ) / PAIRS#3 U BARS @ 12 9,.,-- 1 .- I_ .___ . ./ - GROUT(CHAMFER) WITH(4)1/2"BOLT HOLES Nib I I I HANDRAIL PLANS GROUT REQUIREMENTS AS m¢ OR EQUIPMENTUPAD - POLE MFR SS ANCHOR BOLT, SHOWN -- BUSHING � RECOMMENDED BY POLE MFR. �,�., "# CONDUIT i/ I ®®� CONDUIT OR PARAPET - �r (MIN) OR END i oa CONCRETE BASE PLANS,REINF NOT SHOWN, 3#5 U BARS TOP, 1 2Vx 5I S EXPANSION _ — �� 11111 4„ BOTTOM AND AT 1" MM GROUT _i I I I I SLAB WHERE SHOWN ON LE G NUTS Wilow BELL�, _--� ` EACH SIDE �__ BOLT WITH NUTS ANDIR1 NOT SHOWN '� T `v WASHERS(4 REQUIRED) 1'8 #5@8. I I i+ I -4"MIN / ' \ TYPICAL CONTROL STATION CONCRETE WALL.REINFORCING 2.0" _,=.. -___yr I DUCT BANK OUTSIDE STEEL FOR WALLS AND EXTRA CONDUIT .I ROUND OR SQUARE #4 U BAR @ 4° r MOUNTING DETAIL DIMENSION.REFER TO BARS AT OPENING NOT SHOWN. t NO SCALE DUCTBANK DETAILS. � TYPICAL POLE MOUNTING DETAIL o 1 TYPICAL UNDERGROUND NO SCALE CONDUIT- EDGE OF SLAB DUCT BANK ENTRANCE DETAIL — WALL REINF NOT SHOWN NO SCALE - MINIMUM POLE LENGTH AND WIDTH DIMENSION FROM POLE MFR. EMBEDMENT HEIGHT a's" 1G ( CONCRETE WALKWAY 5'-6" 20' POLE MOUNTING DETAIL i 30' NO SCALE 11'-0" 40' I STAINLESS SS BOLT THROUGH BOX II --FINISH ;- ROUGHEN CUT SURFACE TO MIN 1/4" STEEL STRUT,TYP 2 TYP OF 2 TO 4 GRADE AMPLITUDE,THOROUGHLY CLEAN AND AS REQUIRED FOR MOUNTING HOLE, NOTE:REINFORCING SHALL BE � EQUIPMENT FURNISHED PVC COATED PIPE AS REQUIRED g '' _-.. PROVIDED FOR A DISTANCE OF / COAT OPENING WITH BONDING AGENT. i CLAMPS,TYP 2 �� BY BOX FURNISHED STONE FREE 5 FEET FROM THE STRUCTURE END CAPS COMPACTED WCL 1- I./ �� �-CONTROL STATION, BACKFILL e/- M I RECEPTACLE,OR LIGHT WARNING TAPE FINISH GRADE - SWITCH AS INDICATED 6"HOOK @ HANDRAIL,FOR EXAC 2"MIN P �� a z t EQUIPMENTI CONFIGURATION PVC COATED N \ � ) PAIRS#3 U BARS 12 0� SEE PLANS \- RIGID STEEL �� i CONDUIT 6"MIN COVER * = , B I ' I ALL SIDES f CONDUIT MMIA • ,IIID BUSHING ,I—�� y� OR END ®®® CONDUIT UNISTRUT STAINLESS STEEL -PVC COATED BELL o CONDUIT HANGERS PVC CONDUIT(QUANTITY I--- CHANNEL WITH CLOSURE AND SIZE AS INDICATED STRIPS SAND ON PLANS) , �`�`� �i �) II 1 8" #5@8" h PVC COATED ��"� TYPICAL DIRECT BURIED // , —EXISTING CONCRETE WALL LB FITTING 1!� DIME BANK OUTSIDE - UNISTRUT STAINLESS STEEL . '' CONDUIT SECTION DIMENSION.REFER TO • NO SCALE DUCTBANK DETAILS. - POST BASE - 3/4"GROUT ALL FOR CONDUIT IN --- 3/4"GROUT AROUND CONCRETE • -� ,a s TYPICAL UNDERGROUND a 4-5/8"EXPANSION �/ co DUCT BANK ENTRANCE DETAIL 12"MIN ANCHORS PER BASE q NO 0 4 NOTE:C OR EXISTING WALL TYPICAL HANDRAIL o co n TYPICAL EQUIPMENT MOUNTING DETAIL MOUNTING DETAIL L4,1- y NO SCALE NO SCALE I a NOTE:USE STAINLESS STEEL BOLTS,NUTS, WASHERS,AND ANCHOR BOLTS. No)co on i— csi r GENERAL NOTES: 1. SEE DRAWINGS E001,E002,AND E003 FOR ELECTRICAL 0I Oros Ill o LEGEND,ABBREVIATIONS AND NOTES. °a °ii>wQ PRELIMINARY-NOT FOR CONSTRUCTION e��`�IN �N'AMJ DATE: MARCH 2018 r -- --- — __ PHQI NAME: SHEET TITLE: SHEET:186 OF:288 DWG#: - d co CLEAN WATER SERVICES ELECTRICAL DI X �g — DURHAM AWWTF DETAILS DATE 3/14118_ 9 fVBFR a.ryo = DSN:AN00 OW" E501 rwor o O EGON: THIS BAR Is INCH C1eanWater Services © BLACK&VEATCH E50 I cHKRDT CAD vaEx E501.tiwg WHEN DRAWING IS FULL �I T- - - _ __ - SECONDARY TREATMENT SYSTEM PLC it JAMES' Our commitment is clear. I sm APPD SCALE: SCALE. - . + — EXPANSION PROJECT cws CAMP- wtc: c/m/zole1 oQ AJT AS SHOWN zEya DATE oNN APR) DESCRIPTION 2550 Sw Our Hwy. Hillsboro,Oregon 87123 s37s cws 6757 EHaR 51AMP: I #4/0 GROUND CONDUCTOR 2"MIN 1 1/2"MIN TO (NOTE 2) --\\ CLEARANCE FORMED SURFACE, BETWEEN 3"MIN TO I 1 / NDUITS EXCAVATION MAX SPA�NG-- THOROUGHLY CLEAN CONCRETE SURFACE AND �.� DAMPEN PRIOR TO PLACING DUCT BANK. NOTE:REINFORCING SHALL BE COAT SURFACE WITH MORTAR PUDDLE OR r \ i 3/4"x 10'-0" #3 U BARS \/ • PROVIDED FORA DISTANCE OF BONDING AGENT. GROUND ROD @ 12",T&B Y� 1 1/2"MIN-3"MAX 5 FEET FROM THE STRUCTURE I LAP 6" WALL. TO TOP SURFACE f FINISH GRADE to . ill /111, NOTE: i i ET $ WESCOBLACKBURN 2 AN 1 Dirc_TILDK] 1"MIN CLEARANCE (T HOOK 8"METAL 4 SIDESSTOP, " BETWEEN CONDUITS (TYP) 12 GAGE,4 SIDES _ CAT.NO.G6 ROD GARCON HIGH IMPAC olz TO CABLE CLAMP I S288 D S289AND REBARS �( PAIRS#3 U BARS 12" N SERIES SPACERS /\ /\ CENTERS ��I� v_coizu ,is�� ;i>'_j� i_ � BUSHING \ /_ ��-CONDUIT •OR END ,010.III 2. a� ‘.„‘„,,,,,../v��w� t BELL CONDUIT „4,07-1 Yom/ :, / HARGER PART NO. Ir.1-1/2"X 8" 1..8.. #55@8" CONCRETE GAW121218HD INSTALL REINFORCING IN CONCRETE BRICK GRADE I ALL DUCT BANK SECTIONS UNDER SPACERS DUCT BANK OUTSIDE CONCRETE WALL.REINFORCING DIMENSION.REFER TO ��STEEL FOR WALLS AND EXTRA DUCTBANK DETAILS. BARS AT OPENING NOT SHOWN. �= CAT NO/BLACKBURN D TYPICAL DUCT BANK SECTION =1 TO .G6 ROD NO SCALE J\ TO CABLE CLAMP Le �o IIIIIII 11 TYPICAL UNDERGROUND llilll 11 SOIL II r-i--DUCT BANK ENTRANCE DETAIL �- • n NO SCALEIIIIII °° III i-M 1� III=TII-II 4/0 AWG GRID CONDUCTOR I=11-111=11 f-111=71 I- I +�r�rl�r�ilr=>7 �' =m----11=111=1 1p 1I- ROAD SURFACE $ -1.1 J \\ II 1 q -� 3/4"x 10'-0"GROUND RODI I �� 1 I 2-#6 BARS 1"COVER- II (EXTRA)AT BOTTOM Q , - - #6@12"EW OF TOP SLAB ONLY // (TYP) ELEVATION II . _ ____MANHOLE STEP ;! to ( TYPICAL GROUND TEST STATION Y I �.� X7 -TO J-BOX '''i'' Is. c- IV)IF ANY N- 1 OND TO REINFORCING ` $O x#4/0 GROUND CABLE \\‘\ 6"(TYP) SLOPE FLOOR ,!13)7 WATER STOP �_ J 2" 1"TO SUMP BILCO TYPE J-5AL ALUMINUM 8" 3/4"CHAMFER(TYP) ACCESS DOOR W/SS HARDWARE LIMIT OF �1_ PIPE 1"MIN. �� N" ONE BOLT HOLE,CODE EXCAVATION(TYP) �_ COVERS n TYPICAL TRAFFIC RATED ELECTRICAL MANHOLE 12"MIN COPPER,600V CONNECTOR �� � �� NO SCALE SUITABLE FOR ROADWAY LOCATIONS ■--„-. -..�„� CONNECTION TO DOOR FRAME. lirtMM �� / DRAIN COUPLING 18”SQUARE SUMP ° I ° °°°°° °°°;•.5""'" 3"COVER 2"CLEARANCE � I\ � 4il�FAS GROUND ENED ABLE RETE °e °°° ° ° °°° NOTE 6°° COPPER CLAD GROUND '� AS REQUIRED FOR A 1 12"MIN CONCRETE °. ° ° �4 3,-0„ NEAT INSTALLATION AROUND SUMP 5/8"x 10'-0" " 1 @12" SQUARE #4 GROUND CABLE ROD TO METAL DEVICES ELECTRICAL MANHOLE NOTES: 30 DIAMETER H-20 RATED I= #4@12° :AND IS —BOND TO REINFORCING 1. CABLE AND CONDUIT SUPPORTS SHALL BE SPACED MANHOLE COVER, o • / ,8"DIA IV LEAVE JOINT ROUGH AT 2'-0"HORIZONTAL CENTERS IN WALLS AND SHALL SUMP miormamummum I BEGIN 2'-0"FROM FLOOR. #4/0 GROUND CABLE PRECAST ADJUSTING m 2. SUPPORTS IN CEILINGS SHALL RUN FROM WALL TO WALL. RINGS AS NEEDED STD HOOK 3. OPENING SHALL BE PROVIDED IN MANHOLE WALLS FOR ,��6,.I, •°°o eo°a CONDUIT BANK ENTRANCE AS REQUIRED. CORNER ('YP) FILTER FABRIC -UNDER GRAVE _GROUND ROD o_ 4. ALL REINFORCING ON THIS DETAIL SHALL BE#6@12" E •1--. REINFORCING NOTED NOTHE RAISES.CENTER VERTICAL �No REINFORCING PLAN ^ MANHOLE COVER 2 CU FT GRAVEL POCKET °° 5. CONCRETE TO BE ROUGH AND CLEAN AT (7-7 r 1NO SCALE TYPICAL ELECTRICAL HANDHOLE DETAIL a0 CONSTRUCTION JOINT FACES. NOT SUITABLE FOR ROADWAY LOCATIONS 0 `'�N 6.2'-0"DEEP GRAVEL BASE TO COVER THE ENTIRE NO SCALE m WIDTH OF MANHOLE. -7.--. � E GENERAL NOTES: ��rTRAFFIC RATED ELECTRICAL MANHOLE SECTION 1. SEE DRAWINGS E001,E002,AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS AND NOTES. SUITABLE FOR ROADWAY LOCATIONS #1:1 NO SCALE2. GROUND CONDUCTOR SHALL MAINTAIN EARTH CONTACT THROUGHOUT THE DUCT BANK RUN. p 1GROUND CONDUCTOR SHALL BE BONDED TO EACH GROUND RING AT THE ORIGIN AND TERMINUS OF THE DUCT BANK ROUTE.GROUND CONDUCTOR SHALL BE BONDED TO THE PRgrf clo PRELIMINARY-NOT FOR CONSTRUCTION GROUNDING SYSTEMS OF MANHOLES AND HANDHOLES. ,S,‘�G 1 Nf f i > ORN:AMJ GATE: MARCH 2018I PROJ NAME: SHEET TITLE: SHEET:187 OF:288 DWGa: P CLEAN WATER SERVICES ELECTRICAL Die Sig d Q --� _- - y,c O EGONa�p DSNAN00 CANS E502 THIS BAR IS ONE INCH - DURHAM AWWTF DETAILS DATE 3/14/18 E502 9g�`BE#B.ry fie= © BLACK&VEATCH WHEN DRAWING IS FULL C1eanWater SeIV1CCSSECONDARY TREATMENT SYSTEM PLC#: JANEs CRKRDT �4o FILE#: E502. Our commitment is clear. _T - SCALE. Fr;-, SCALE: AS SHOWN EXPANSION PROJECT 8IDPW DN wie: 6/30/20181 0o REv#� DATE Ditty APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 I PRaY 6757 ENGR STAMP 1 COMPRESSION CONNECTOR, CONNECTION OPTION 1 BURNDY TYPE YGLR29C34 / OR APPROVED EQUAL ICOMPRESSION CONNECTOR, BURNDY TYPE YGHC29C29 \\` OR APPROVED EQUAL 2"PROJECTION UNLESS / INDICATED OTHERWISE RIGID GALVANIZED STEEL PLUGGED COUPLING TAP CONNECTION ON THE DRAWINGS _ TOP OF FINISHED ��� � CONCRETE SLAB `\ 4/0 GROUND CONDUCTOR a ° ■1 CONNECTION OPTION 2 „00,.....,„/$411 \ /'1 `. I t � \ �� G :1, RIGID PVC COATED STEEL COUPLING \\ SPLICE CONNECTION \\\ �� �� COMPRESSION CONNECTOR, RIGID PVC COATED STEEL EXTENSION AS REQUIRED �� �� BURNDY TYP YGL29C29 OR APPROVED EQUAL 4/0 GROUND CONDUCTOR ` \ .� 1 t RIGID PVC COATED STEEL COUPLING TO EQUIPMENT OR STEEL-- i ,u 4/0 GROUND CONDUCTOR I /// r; (LENGTH AS REQUIRED) 0" — RIGID RAD US,UNLESS OTHERWISE NOTED.MIN 24" COMPRESSION CONNECTOR, Far BURNDY TYPE YGHC29C29 OR �� • BUORNDY TYIPSNYGHR29C36 O{2 CONDUIT ENCASEMENT 3"MINIMUM. APPROVED EQUAL- - NOTE:CONTRACTOR SHALL GROUND CONDUCTOR SEE SPECIFICATION APPROVED EQUAL APPLY AN OXIDE-INHIBITING SIZED SAME AS TAPPED REQUIREMENTS AND/OR TRANSITION COUPLING,RIGID PVC JOINT COMPOUND TO THE CONDUCTOR,LENGTH 3/4"x 10'-0"GROUND ROD WESCO/BLACKBURN CAT.NO. DRAWINGS FOR COATED STEEL CONDUIT TO INSIDE CONTACT SURFACE AS REQUIRED FOR BEND CONDUIT MATERIAL. SPECIFIED MATERIAL OF THE COMPRESSION 7510 OR APPROVED EQUAL CONNECTOR PRIOR TO INSTALLING THE COMPRESSION CONNECTOR. I NOTE:CONTRACTOR SHALL X31 TYPICAL CONDUIT RISER APPLY AN OXIDE-INHIBITING TYPICAL COMPRESSION FITTING TEE CONNECTION INSIDDECON COMPOUND TO TERMINATING IN CONCRETE SLAB OF THE COMPRESSION NO SCALE CONNECTORS PRIOR TO I INSTALLING THE COMPRESSION CONNECTORS. I ( TYPICAL COMPRESSION FITTING GROUND ROD TO CONNECTION AT CROSS OR TEE (TWO CONNECTION OPTIONS SHOWN) I 2"PROJECTION UNLESS INDICATED OTHERWISE/--RIGID GALVANIZED STEEL PLUGGED COUPLING REFER TO STRUCTURAL DRAWINGS ON THE DRAWINGS PULLBOX OR FOR ANCHOR BOLT INSTALLTION EQUIPMENT - --AND ELECTRIC BASE REQUIREMENTS 6"ABOVE --SLOPE CONCRETE AWAY FROM CONDUIT RIGID GALVANIZED STEEL PLUGGED COUPLING 2"PROJECTION UNLESS RIGID GALVANIZED STEEL FINISHED GRADE" - ■ FINISHED GRADE 2"PROJECTION UNLESS PLUGGED COUPLING INDICATED OTHERWISE` RIGID PVC COATED STEEL COUPLING INDICATED OTHERWISE ON THE DRAWINGS RIGID PVC COATED STEEL COUPLING ?7 y ON THE DRAWINGS ---TOP OF FINISHED '1 CONCRETES •B TOP OF ° .� ° CONCRETE SLAB �) RIGID PVC COATED STEEL EXTENSION AS REQUIRED ° :1144111 I° a ° a I ° °° ° RIGID PVC COATED STEEL COUPLING RIGID PVC COATED STEEL COUPLING ° a ° —RIGID PVC COATED STEEL ELBOW, ° ° ° ° RIGID PVC COATED STEEL EXTENSION AS REQUIRED ° ° RIGID PVC COATED STEEL EXTENSION IF REQUIRED MIN 24"RADIUS,UNLESS -RIGID PVC COATED STEEL COUPLING �. OTHERWISE NOTED. 4 ° ° RIGID PVC COATED STEEL COUPLING ° ° ° ° °a - RIGID PVC COATED STEEL ELBOW,MIN 24" ° RIGID PVC COATED STEEL ELBOW,MIN 24" ° RADIUS,UNLESS OTHERWISE NOTED. CONDUIT ENCASEMENT 3"MINIMUM. .00 °4 ° RADIUS,UNLESS OTHERWISE NOTED. —, ° ° ° SEE SPECIFICATION ° ° REQUIREMENTS AND/OR --TRANSITION COUPLING,RIGID SEE SPECIFICATION DRAWINGS FOR CONDUIT MATERIAL. PVC COATED STEEL CONDUIT a -44 ° REQUIREMENTS AND/OR TO SPECIFIED MATERIAL I SEE SPECIFICATION TRANSITION COUPLING,RIGID PVC COATED DRAWINGS FOR C? REQUIREMENTS AND/OR --. CONDUIT MATERIAL. TRANSITION COUPLING,RIGID PVC COATED m o DRAWINGS FOR CONDUIT MATERIAL. STEEL CONDUIT TO SPECIFIED MATERIAL STEEL CONDUIT TO SPECIFIED MATERIAL (-6-- TYPICAL CONDUIT RISER oco TERMINATING IN SOIL 0 ( TYPICAL EMBEDDED CONDUIT RISER (1". TYPICAL EMBEDDED CONDUIT RISER TERMINATING NO SCALE r L1 TERMINATING IN FOUNDATION IN FOUNDATION WITH EQUIPMENT BASE • E g 19 rnSCALE NO NO SCALE rn . GENERAL NOTES: •OU M 1. SEE DRAWINGS E001,E002,AND 5003 FOR ELECTRICAL Q N LEGEND,ABBREVIATIONS AND NOTES. • I PRELIMINARY-NOT FOR CONSTRUCTION ..*,,o,I F`'', o {11 DRN:AMJ TATE: MARCH ._ _____ __—_______.-. PRQI NAME: SHEET TITLE: SHEET:188 OP:288 DWG#: ��85838PE'CP 'd co CLEAN WATER ELECTRICAL Dig alvy oNg �NANoo DWG E503 _ DURHAM SERVICES DETAILS DATE. 3/14/16 '�f�Es g.�� Q __ THIS BAR IS ONE INC • H LRDT DADPILEtt E503.dwg WHEN DRAWING IS FULL C1eanWater Services BLACK&VEATCH E503 --- D - - - SCALE. Ourcommitment is deur. SECONDARY TREATMENT SYSTEM PLC*: JAWS EXPANSION PROJECT — __-_-- IE%PIPA7pN BCE: 6/30/10181 IR APPD:,q,IT SCALE: AS SHOWN - -- - '— 2550 SW HNlsboro Hwy. Hillsboro,Oregon 97123-9379 Ltivs 6757 El'O REV* TATE ORN APPD DESCRIPTION rego I PRQI#. ENGR STAMP: I 2"PROJECTION UNLESS REFER TO STRUCTURAL DRAWINGS I 6'COIL OF GROUND INDICATED OTHERWISE 1/2" ON THE DRAWINGS RIGID GALVANIZED STEEL FOR ANCHOR BOLT INSTALLTION CONDUCTOR FOR ' TYP PLUGGED COUPLING AND ELECTRIC BASE REQUIREMENTS CONNECTION TO 3/16 U 1/4"(MIN)GALV STEEL PLATE RACEWAY GROUND PULLBOX OR II 6'411"MINIMUM TO SUIT IN= PULLBOX OR EQUIPMENT EQUIPMENT RIGID GALVANIZED STEEL ll CONTROL STATION AND FINISHED FLOOR IIL. 1"CHAMFER 2"PROJECTION UNLESS PLUGGED COUPLING il CONDUIT FEED I OR FINISHED GRADE (ALL IDES) INDICATED OTHERWISE ON II 3/6"RADIUS(TYP) THE DRAWINGS RIGID PVC COATED STEEL p MI NEI __ A COUPLING 8 3"GALV CHANNEL Mill INDICATED TOP OF m / �1/2"EXP.JOINT ° ° a C• CRETE SLAB 0 I REINFORCING STEEL UNDERii,� ° . I ROADWAYS(SEE NOTE 1) El �O MATERIAL ° �� ° a 4"MIN _ Ill (ALL SIDES) -':a RIGID PVC COAT STEEL �•�o Q 40. RIGID PVC COATED ?,�` EXTENSION IF REQUIRED O I 3/18' 1/2"x 6"X 6'(MIN)GALV BASE PLATE ., STEEL CONDUIT RIGID PVC COATED STEEL '4< WITH(4)1/2"BOLT HOLES (TYP) RB COUPLING s sr OR EQUIPMENTPADI ;__—� RIGID PVC COATEDn o STEEL ELBOW,MIN 24' 411111111111M111111112'0"RADIUS MIN iiimilli_iii/ � RADIUS,UNLESS I 1"(MIN)GROUT (TYP) OTHERWISE NOTED. LEVELING NUTS Q A -SEE SPECIFICATION CONDUIT ENCASEMENT 3/8"x 5"SS EXPANSION WI11, 11111.11111111111111 REQUIREMENTS AND/OR 3'MINIMUM. BOLT WITH NUTS AND 111 DRAWINGS FOR CONDUIT TRANSITION COUPLING,RIGID WASHERS(4 REQUIRED) SEE SPECIFICATION REQUIREMENTS TRANSITION COUPLING,RIGID MATERIAL. PVC COATED STEEL CONDUIT TO AND/OR DRAWINGS FOR PVC COATED STEEL CONDUIT SPECIFIED MATERIAL TYPICAL CONTROL STATION CONDUIT MATERIAL. TO SPECIFIED MATERIAL(TYP) MOUNTING DETAIL I TYPICAL CONDUIT RISER TERMINATING NO SCALE TYPICAL DUCT BANK IN CONCRETE SLAB WITH EQUIPMENT BASE IRISER CONSTRUCTION NO SCALE I I I I I I w F O E M4 W 0-co Ol F <0) N�L_ mo lI NOTES: N 1.SEE DRAWINGS E001,E002,AND E003 FOR LEGEND,ABBREVIATIONS&NOTES. 10 q Oiii u, I- IQ ec,,,,, ,PRo,,,,e.A4,..,„�Ql12 +�DGP DAs; MARCH 2016PROD NAME: SHEET TRLE: SHEET:169 OF-288 owe# '1V � d � DMANDO „� E504 mommisi CLEAN WATER SERVICES ELECTRICAL [�►l• OREGON, THIS BAR IS ONE INCH �-�7 c^–_ DURHAM AWWTF DETAILS DATEPL°T 3/14/18 9 ��£R e �o a RDT CAD FILE E504.dwg WHEN DRAWING IS FULL le1PaT1 � JGi V1CCS BLACK&VEATCH SECONDARY TREATMENT SYSTEM E504 JA6E5 I SCALE. Our commitment is dear. EIffFAiON Mfr 6/7pnp18 �c AJT SCALE NOT TO SCALE REV* DATE DM APPO DESCRIPTION 2550 SW H&Sboro Hwy. Hillsboro,Oregon 97123-9379 EXPANSION PROJECT vas 6757 I I I PROD#, ENGR STAMP: PANELBOARD:960PP3401 BUS: OP C PER MAINS:3F-400A MAIN BREAKER PANELBOARD: PP POLEBARN BUS: COPPER MAINS:3P-150A PHASE SERVICE:4$012771(,3PH,4W, SIN RATING:400A LOCATION: RAS ELECTRICAL PHASE _ PHASE SERVICE:480/277V,3PH,4W,SIN RATING 225A LOCATION: POLE BARN PHASE '.,,,,,,i: I "A" "B" "C" MOUNTING:SURFACE 65 KAIC ROOM "A" "B" "C" "A" "B" "C" MOUNTING:SURFACE 14 KAIC BUILDING 'A" "B" "G" V.A. V.A. V.A. LOAD P BKR CKT# BKR P LOAD V.A. V.A.,. V A V.A. V.A. V.A. LOAD P BKR CKT# BKR P LOAD V.A. ;k1---."=_'.' A. V.A. 3333 �" 1 2 41000 4a s 25000 1 2 5000 - : z TUNNEL SUMP PUMP CONTROL PANEL 3 4 POWER PANEL 41000 -k''- 25000 3 4 r ii.: 000 � �`�� 3333 i470P8104-LCS 3 20 5 6 200 3 960PP3402 ' 41000 _ 25400 LIGHTING TRANSFORMER 3 125 5 6 25 3 HEATER#2 - , 5000 � , 15000; 7 8 8333 M o2 5004 7 8 5000 15000 TRANSFORMER 9 10 PACKAGED Al R CONDITIONER 8333 5000 _ 9 10 5000 15000'960XFMR3401 3 80 11 12 40 3 960ACU5001a� i , 8333 °� . � 5000 HEATER#1 3 25 11 12 25 14 3 HEATER#3 � � �� �= 5000 0 a` ' 13 14 350 :: .,,_ I d . 13 14 5000 i �� �_, 0 _':'_-',-:‘, I 15 16 = 350 - 15 16 f 5000 d 0 SPARE 3 15 17 18 15 3 410FCV1554 it 350 a , � SPARE 3 25 17 1$ 25 3 HEATER#4 �$r� � 5000 3506 19 20 350 0 y1 19 20 350 s 21 22 .4. 350 ` ili-L p n 21 22 �� 35D 410FCV1550 3 15 23 24 15 3 410FCV1401 Mg ' 350 ,�� �, SPARE 3 2255 5 23 24 SPACE , 11 L' if 350 25 26 350 to u 2232159: 5 26 , 350 350 410FCV1551 27 28 p 350 ry x.35 Q 27 28 3 15 29 30 15 3 410FCV1402 _ SPACE -- 29 30 — SPACE 350 T 31 32 350 30000 '� �" �' ' �' TOTAL"A" 45000 TOTAL A' 15000,1' 350 33 34 350 _ £ 300003 TOTAL"B" 45000 TOTAL 'B" 15000 1'1 0 0014, I 3410FCV15523 15 Ain 15 3 425FCV1810 , F�� r '� 350 �� 30400TOTAL"C" 45000TOTAL C" 15 I 350 " E TOTAL = 135000 -----==r6= 350 I 39 40 350 410FCV1553 3 15 41 42 15 3 SPARE 19733 a �,� TOTAL"A" 704 TOTAL"A" _:'01-7,41,::417-13- 0783 ' 19733 TOTAL"B" 70466 TOTAL"B" ' 50733 ' 19733 TOTAL"C" 70466 TOTAL"C" g._. "' ° :50733 TOTAL = 21 3898 PANELBOARD:960PP3402 BUS:COPPER MAINS:3P-200A MAIN BREAKER PHASE SERVICE:4801277V, 3PH,4W,S/ RATING:400A LOCATION: RAS ELECTRICAL PHASE "C" MOUNTING:SURFACE 65 KAIC ROOM "A" "B" "G" I V.A. V.A. LOAD P BKR CKT# BKR P LOAD V.A. V.A. V.A. 8000 = 0® 31000 7:-7.::,,212147;;;;;; 8000 MAKEUP AIR UNIT ®Q 31000 !k_:TR, $000 465MAU5001 40 5 6 150 POLE BARN BUILDING 31000 7: 2400 R 7 8 7. :i 2000 newMONORAIL HOIST9 10 2000 465HOIST1901 15 m® 20 SPARE MEC 1 : !Illiw,,,,wsti SPARE 20 ®E20 20 SPARE �;1',1101=77,7::: _SP20 ®m 20 S I s _ ARE PARE MEI ®26 �- ®28 SPARE 20 29 30 20 SPARE a - SPACE SPADE SPACE SPACE -_,d s{ F SPACE SPACE 'µ'� 74, m SPACE SPACE , r •a � SPAGE 0� 39 40 00 SPACE d: SPACE 00 41 �00 SPACE a E 1t0000 ", ;- TOTAL"A" 41000 TOTAL"A" 31000 I� NOTES: 0-co m €3 g 10000 TOTAL"B" 41000 TOTAL B" `31 OOd 1.SEE DRAWINGS E001,E002,AND E003 FOR LEGEND,ABBREVIATIONS&NOTES. I `_ 10000 TOTAL"G" 41000 TOTAL C" k _ 31040 c, TOTAL = 123000 03 sU 2 NmW N . 00 V1 O O FW-� I< f Q DRN:DGP wre. MARCH2018 illmin PRO NAME SHEET TITLE: SHEEP:190 OF:288 DWG°: • iiV sig _d OB"AN00 °"'° E505 THIS BAR IS ONE INCH CLEAN WATER SERVICES ELECTRICAL i)i^ V,OREGON, Ell DURHAM AWWTF LIGHTING FIXTURE AND ea: 3/t4Na f�FR° q� s RDT CADFILE k E505.dwg WHEN DRAWING IS FULL C1eanWaber Sel V1CeS BLACK&VEATCH SECONDARY TREATMENT SYSTEM PANELBOARD SCHEDULES PLDik E505 ,yes SCALE. Oar commitment is dear -AJT SCALE: NOT TO SCALE �� DAN . - oEscwPTloN 2550 SW HXlebao Hwy. Hillsboro,Oregon 97123-9379 EXPANSION PROJECT SHEET 1 OF 2 wus 6757 I°�""10N°"�` °�J0/�1BI o Q APPDPROA k ENGR STAMP I LIGHTING FIXTURE SCHEDULE II 960LP3401 BUS:COPPER MAINS:3R-150A MAIN BREAKER FIXTURE LAMP MOUNTING HOT DESCRIPTION MANUFACTURER PHASE SERVICE:120/208V,3PH,4W,SIN RATING:225A • • ROOM PHASE LED AS NOTED LINEAR LED,FROSTED ACRYLIC DIFFUSER, HOLOPHANE MOUNTING:SURFACE 22 KAIC 9087 LUMENS ON PLAN NARROW DISTRIBUTION,120V,GZ10 DRIVER, #EMW 9000LM FST ND 120 LOAD P BKR CKT# BKR ••e 1 75 WATT 5000 K COLOR TEMPERATURE,12'CORD SET GZ10 50K 80CRI CS89L12 410FIT1305 1 20 1 2 20 r + e OPTION I j 50 410AIT1B5B II 1 20 3 4 20 + 410AIT165$ r r59 LED AS NOTED ROUGH SERVICE FIXTURE,CLEAR HOLOPHANE r 410AIT1859 11130,11 , r + of 7234 LUMENS ON PLAN POLYCARBONATE LENS,MEDIUM DISTRIBUTION, #EVT4 6000LM PCL MD 120 • 410AIT1880 r r :.+ e 2 64 WATT 5000K COLOR TEMPERATURE, GZ10 50K 80 CRI CS88L12 80 CRI,120V,12 CORD AND STRAIGHT BLADE 5G 410AIT1661 + 1, ' p '410AIT7682 50 rioaki 410AIT1663 r®r ®�®r r r r Mill + e e LED PLUG SET AS NOTED LED HIGH BAY FIXTURE,5000K COLOR HOLOPHANE 50 410FIT1410 1 20 m 18 20 ©410Fr 1664 50 25720 LUMENS ON PLAN TEMPERATURE,80CRI,120V,PENDANT MOUNTED, #PHS 24L 50K 80CRI 12 P W 50. ,,-..,71.416,420AIT1805 1 20 19 20 20 Q 465FIT1900 5D 3 185 WATT WHITE FINISH,WIDE DISTRIBUTION,6'120V CORD W CDP-L5-15-6 PF-121-A I 200 960EF5001 1 20 ®� 20 465AIT2000 50 �� AND PLUG ++ 960LCP3401 r r 465FIT2000 ;; 50 r r r I 960LCP3401 ®®�®�465FIT1905 50 �, LED AS NOTED LED WALL PACK,SMALL DOOR SERIES,5000K LUMARK 4160 465WHTR4201 r r 425LIT1810 2751 LUMENS ON PLAN COLOR TEMPERATURE,120V,CARBON BRONZE #XTOR3B IMiiirtli +§ 4A. 4160 -- - -- 29 30 20 0 SAMPLE SHACK 420SA1805 5D 4 WATT HOUSING " WATER PANEL 48OLCP4B01 SPACE 500 € $ HEATER 1 20 31 32 30 1 960LCP3402 2500 AfaZ 50 j i,:; 480F1T4601 1 20 33 34 20 1 TPP-1 ali s LED AS NOTED SMALL VIPER SERIES LUMINAIRE,80W ENGINE, BEACON „Law ;' " V 50 480FIT4602 1 20 35 36 20 1 TPP-2 300 9131 LUMENS ON PLAN 5000K COLOR TEMPERATURE,TYPE 5 ROUND #VPS 36NB-80 5K T5W UNV I 7300 -1.,no,ff.igifPli.960LP3402 3 100 37 38 20 1 960LCP3402 +++ " 5E 5 80 WATT WIDE OPTICS,120V,COLOR DDM6-600 RA RAL DDM6 600 14.41 6282 altffit;V-- 39 40 20 1 TPP-3 r r ',;-'''';,-,7f, 1 4526 41 42 20 1 425LIT1811 r 50 10'-0"SQUARE STRAIGHT ALUMINUM POLE BEACON 9000 i a W 1 t tr TOTAL"A" 12750 TOTAL"A 3750 rfl liW.,.;::. 14 10842 0,' e TOTAL"B" 11692 TOTAL"B" "Al #SSA-B 1040-A-1 B4-BL GFI 850 F; E 11386 TOTAL"C" 11986 TOTAL"C 600 10-0"SQUARE STRAIGHT ALUMINUM POLE, BEACON TOTAL = 36428 TWO FIXTURES AT 180° #SSA-B-10-40-A-2-B4-BL-GFI LED AS NOTED LARGE VIPER SERIES LUMINAIRE,280W ENGINE, BEACON 29184 LUMENS ON PLAN 5000K COLOR TEMPERATURE,TYPE 5 #VPL 96NB-280 5K T5R UNV I 960LP3402 BUS:COPPER MAINS:3P-100A MAIN BREAKER 6 280 WATT RECTANGULAR OPTICS,120V,TWIST LOCK RA RAL DDM6-600 PHASE SERVICE:1201208V,3PH,4W,SIN RATING 225 A LOCATION: RAS ELECTRICAL ROOM PHASE RECEPTACLE,COLOR DDM6-600 "A" "B" "C" MOUNTING:SURFACE 22 KAIC "A" "B "C" V.A. VA. V.A. LOAD P BKR CKT# BKR P LOAD V.A. VA. VA. 25'-0"SQUARE STRAIGHT ALUMINUM POLE BEACON I 685 �' ,LTG-ELECTRICAL ROOM 1 20 1 2 20 1 RECP ELECTRICAL ROOM 1080 g • g #SSA B 25 50 B-1-B3 BI CFI 264 LTG-STAIRWELL 1 20 3 4 20 1 RECP-BUILDING EXTERIOR = 900 i " atI+1'tI■i(e)OaetlbllZC•f.`• 4N0•I;=s"M11.91+ia'*Num q'7 •1 I:v_�y • twit I-r 1440 LED AS NOTED LINEAR LED,FROSTED ACRYLIC DIFFUSER, HOLOPHANE 12877 LUMENS ON PLAN NARROW DISTRIBUTION,120V,GZ10 DRIVER,5000 #EMW 12000LM FST ND 120. 1200 I LTG-AERATION BASIN NO.5 1 20 7 8 20 1 RECP-AERATION BASIN NO.5 1260 A 1` 7 146 WATT K COLOR TEMPERATURE,12'CORD SET OPTION GZ10 50K 80CRI CS89L12 1200 ,1%-r4,11 LTG-AERATION BASIN NO.6 1 20 9 . 10 20 1 RECP-.ODOR CONTROL 540 _ I ': '',' 240 LTG-ODOR CONTROL 1 20 11 12 20 1 RECP-SECONDARY CLARIFIER72C 320 LTG-SECONDARY CLARIFIER 1 20 13 14 20 1 RECP-RASIWAS/DRAINAGE AREAS 1440 44 I 1494 I ;LTG-SOUTH PUMP AREA 1 20 15 16 20 1 RECP-EAST GALLERY - : _Y 1080 LED AS NOTED LED HIGH BAY FIXTURE,5000K COLOR HOLOPHANE 1708 LTG-NORTH PUMP AREA 1 20 17 18 20 1 RECP-SITE NORTHEAST/WEST 1080 16060 LUMENS ON PLAN TEMPERATURE,80CRI,120V,PENDANT MOUNTED, #PHS 15L 50K 80CRI 12 P W I 11$6 g LTG-EAST GALLERY 1 20 19 20 20 1 RECP-SITE SOUTHEAST 900 8 108 WATT WHITE FINISH,WIDE DISTRIBUTION,6'120V CORD W PS30250 CDP-L5-15-6 . 1680 LTG-SITE NORTHEAST/WEST 1 20 21 22 20 1 4 IOAIT1664 7� 50 AND PLUG,EMERGENCY BATTERY BACKUP PF-121-A € 2 1400LTG-SITE SOUTHEAST 1 20 23 24 20 1 RECP-AERATION BASIN NO.S ']'5:7444: ::111.. �� ; 1260 500 § , .960LP3403 1 20 25 26 20 1 RECP-AERATION BASIN NO.6 1260 % LED AS NOTED EXIT SIGN,STENCIL FACE TYPE,WHITE HOUSING, LITHONIA Itt + 410TJ83410(FUTURE) 1 20 27 28 20 1 LTG-EAST GALLERY 1038 ti ) ON PLAN SINGLE FACE,RED LETTER COLOR,120/277V, #LQM S W 3 R 120/277 EL N l AA 410TJB3410(FUTURE) 1 20 29 30 20 1 SPARE ? N ELI NICKEL CADMIUM BATTERY a410TJB3413(FUTURE) 1 20 31 32 20 1 SPARE 410TJB3413(FUTURE) 1 20 33 34 20 1 SPARE I_ ._ '„z 4101-J133407(FUTURE) 1 20 35 36 20 1 SPARE LED AS NOTED NEMA 4X EMERGENCY LIGHTING UNIT,WHITE LITHONIA . 410TJB3407 UTURE 1 20 37 38 20 1 SPARE 1 ; 2 WATT ON PLAN HOUSING,120V #INDX618 W LPO5VS I410TJB3419 FUTURE 1 20 39 40 20 1 SPARE EL2 410TJB3419(FUTURE) _ TOTAL"A" 1 20 41 42 20 1 SPARE 3891 " 9831 TOTAL"A 5940 _�. t 4638 N ' ` TOTAL"B" 8246 TOTAL"B 3608 m E,i 3556 TOTAL"C" 8056 TOTAL"C" t 4500 V9.m TOTAL = 26133 p y :a m am o, N❑ r Tri V a0 ch t U N � mW NOTES: 1.SEE DRAWINGS E001,E002,AND E003 FOR LEGEND,ABBREVIATIONS&NOTES. rno N I m�M o O1-� ❑lop PRU`F joRN:DGP w MARCH 201$ I PROJ NAME. SHEET TOILE: SET:191 OF:288 °W°4 (� _ ■■� CLEAN WATER SERVICES ELECTRICAL Di all SIQ +:ANOd +k E506 o coN THIS BAR IS ONE INCH DURHAM AWWTF LIGHTING FIXTURE AND °'' 3/14/18 �``"refR+.`,, a CHK:RDT CAD FILE,; E506.dwg WHEN DRAWING IS FULL _ __- C1eanWater Services Q BLACK 8 VEATCH — E506 SCALE. otic c"mmitment t:ctcac. SECONDARY TREATMENT SYSTEM PANELBOARD SCHEDULES PLC* J ' II BAR SCALE NOT TO SCALE S DATEoRN DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 EXPANSION PROJECT SHEET 2 OF 2 cws 6757 I "704/a 6/30/2018I n01 el �oPROJft: ENORS ARR I NOTES: — — — — — — — — — 1. SEE DRAWNGS EOM,E002,AND E003 FOR LEGEND, P SWITCHGEAR US3B SUBSTATION US3B ABBREVIATIONS3NOTES. __ __ __ __ __ I__ ___ US3A US3B US3B SWITCHGEAR 50056 BOOA• USac II 2. UNIT SUBSTATION-XX SHALL BE FRONDED AND 800A BW#i SWITCHGEAR 5005A SW#'� SW#2 N.C..$W INSTALLED BY OWNER(CWS). US3B TE US3B MAN 1 v v ND. . #1 • 3200A 3200A 23 125E I XFMR-5009• XFMR-5007 C. XFMR-9004' BDDA' BOOA• XFMR.0005• MCC-302 TE MCC-301 ¢ ,<„, 1 ( 1 ��� SECT. u�33•&3W N.C. N.C.. N.C. SWITCHGEAR • XFM NSC$ K' qq N.C. - N.C. ' N.C. XFMR•XX XFMR•XX N.C. • l4 At 800A • ■200E 80E - i 85E LOWER Q I N.O. �'FFi ��Q N.G 13200.480/2TN I N.C. _ ©1 ,32 7N 13200 27N ® 185E 180E 1200E 1 I HEADWORKS __N•Q _ 20pp KVA _ C. {( __ `. ) C _ _ __ _ I (30Ff) (38FT) (774F7) �'�,MAN UNIT SUB STATION)0( �� (770FT) (35FT) (24FT) LC 23 ii� _ 2000A 2000A 2000A& Y (NOTE(7.27) ( ) (1195F'n MCC-7) MCC-MCTC -'O-' OO� (1180F7) 1 N.C. . N.O. .)N.C. I �T 600A BUS L I SUBSTATION US3A SWITCHGEAR US3A BLOWER* 1 2 3 T -- -- -- SWRCHGEAR US3C SUBSTATION US3C ® 800A - T-__. , I I v MAN SWITCHGEAR 5004 MAN XFMR5007 XFMR•5008 • N.C. 125E 4 Y US3A hAtAN US3A TE U200A U 200 N Y BNC • 14 2808A 1480V 400 2000A 20WA (t4 Y 11 SE�TSW. (�� I I 1 (23FT) I I® I SECT.300. • » #1 ( Fn 1800A SUS 480V 400 { g } 2v g g BOOA ® �©' 1 1 i d%a© I I 1 .n b'a: fl > US3C XFMR-5007 © 2$ 25 } '� . °� � � ' N.C. US3A N.C. o) o� N.C. DUCT © U53C BBOA #2 1 13200.480Y27N • y TE 1 ©• 13200.4802 ® 1320D-A80/27N ., I N.O. N.C. 13200J80Y177V N.C. © 1000 KVA m 1000 KVA 2000 KVA 2000 KVA w II I SPARE SPARE SPARE CMC(-MCTF LMCG��IIMC��TE 2 a m `+, �y (268 ® ' 'IC- -C.) ...i i_ w E E v a) 1213 I j1 O LIQUIDS }-" CB� PLC4 S-CCC5M1 L — cRcurr �� Cco sorz� Cccso3� 7 CP F BULDNGJ - - 1 SUBSTATION USIA SWITCHGEAR USIA SWITCHGEAR US1B SUBSTATION US1B - (534FT) `(' I-1R/ 960MCC3401 I #1® •• NC 100E I y USIA MAN -- USIA TE IUS1B TE - -- USIB MAN r y 0 r r- -_ BOOR•_e I 1 MCD-'1-201 (35FT) CCG120(11--�PLC 8> LMCGIJ2oo(47�CCG12012 A$� SECT.SW. I (23FT) 2400A ,..2.., 2400A 240M 100E N.C.• #I L _ -- I r c N.O.TE i i,_ (23FT) _ _ _ CHEMICAL BLDG KVA 1 USIA ® °� �•» me600A $ECT.SW.i 1 600A C , IA a ''''''(-:i1 " AERATION MEN 5 I *2 • N.C. i US n ©. o� .) N�. DUC 1 ©. •� .� }$ .)EN 'r1150000d8027N� 18 I LCV I SWITCHGEAR 5003 - ELECTRICAL ROOM ® 1500 KVA L - - - - - - - (152 A I SPARE(48F1) (BBFT) 11MCC10001 11MCC1oo02 I _A (18F1) N.C.450X 4160V ® 4180V 450X © (18FT) XFMR-5009 XFMR5009 b N.O. N.C. 13200.4 00V NMCC10001 MCD-2J 11 MCC10002 MCB I ATS_ SOp 13200.4180V MAN TE • •/ d/ XFMR-5008 25008 (44FT) (32FT) C I- - 2500 KVA70R 70R 70R 7DR 175E 175E 70R 70R 70R RS70R MAN 4 MCGN232 I i i G i i i �1�1 KVA SWITCHGEAR 11108A I MCG11231 SLUDGE LOADNG F, {MCOB� SWITCHGEAR 111088 ( - FUEL 2 RV 2 N` E1` N RV El I _�_) )§_ _)g .�Ci )1_ �) ;) Ir SS CO � XFMR-0501 $ E. SI _ __ _ XFMR-0502 1 SP (34° ) SP SPS (400 ® ® 480YY27N 480Y27N 0 600 (4001 �CCI0001 I [C10002 I �MCCI I O0I) PLC 20 1000 KVA 1800 KVA 5 1 (1ooFn (FUTURE) BwP soot 5-6005 B-6006 B-6007 BWP-9002 oSMl000e o5M1oo10 �ci>Mz� [!cd3oo>, 1 t SPARE i MCC1100� MCC-0501 MCC-0502 125 50 50 ,r iiiSTORES ADMN.BLDG. DIGESTERSOLOS BULDNG I L _ S S CLC COMPLEX#� ATS_ -- --PLC2j) KVAR KVAR KV� 1�A ( SSA �� KVAR �� AERATION ELECTRICAL L MCC-0501 _ N.O.TE_ MCC 0502 - _ - - ROOM 5020 - (I000FT) (1018F1) - I - -k re -.- 7 r- __ __ __ __ I O8MCCI0001 08MCCI0002 800A O r U Pv (224FTJ 100SWGR0101 �MAN#1 100SWGRo101 L (ql�--o o J(P - _ F = SUBSTATION US2B SWITCHGEAR US2B 52 ❑N.C. b2 #2 DBMCC99501 N.O.TE 08MCC98502 I pEpgJ 4-1-S--1, S`r-�PLC> U. N O I __ __ __ __ _ 1200A TE I200A� N.C. __ _ __ SWITCHGEAR 9003 0 BOOA US2B US28 I I 13.2kv,1200A BUS#1 13.2kV,1200A BUS#2 I 1 - - - #1 N.C. p y MAN TE o 52 Y Q • N.C. N.C.9 N.C. In Y 18 i800A BUS 400V 400 1800A BUS 480V 4002 SECT.300. N.C.: N.C. N.C. 1800A 1600A 1600A R142 R144 R748 R154 R758 R758 100E 1 t?AOOA 2500A 152 5 ( FT) K© 18 © ❑ ❑ ❑ ❑ ❑ US28 i Tm i 123FT) • » ® 1200A� I200A 1200A 82 52� 100E0 I00E® 150E 1 I I 1 XFMR-9004 O>; .y (©hl N (,200A(,BOOA (400 150 a� 100E 1 1200A 1200A TE SW I 13200010/27N __ __ __ _ __ __ ____ _ __ I 1132775010/277V 1 XM 908 8n16, O , o} TN.E 8009 X 1121 132750 KVA 7 7N1 __ __ 1500 KVA - - 9005 R151ii C 100MCC0101 100MCC0102 -- -- -- -_ -- -_ - //--�� l`. SPARE MAN R140 8152 ^°E R164 I STRUVITE RECOVERY �� I I ATS_ ❑ I 34 MAN MCC9002 MCC9001 8°t1-f-- illTE PLC 5 S`, E MCGMCPS ( FT) (38FT) MAN MAN FACLRY- _ _ _ _ SPARE _ _ _ MAN SUBSTATION I 13200-480V 13200-480V -� C__ C__ C__ [-__ (32FT) WR•i p p __ CD MCG803# MCC-9002 MCG9001 MCC-9) ATS I I I 8.4/10.5 MVA „_.,WR-2 - -- -- _- - I (A J A7 1 A )SOOKVA 500KVA-'----° : 1) AP AP I '''115 KV-13-4(1/ 115 KV-13-KV PLC 1 DECHLORNATpN� CWS j - BA/10.5 MVA 800KW G C, 800KW VFD VFD VFDOUTS E DG2 ------TE _ VFD VFD VFD - -- ci• �? FUTURE I 1/0I'00�� (800 '�B I'00�() 800AF MAN TE 800AFMAN (00p '8/10-0/) 1000 PETERS Z.3 Z.3 I I I I I �J Imo/ lam/ 800AT p�N.C. N�.O• BOOAT 1 14 C. I�� IBJ 1 1 I NFLUENT NFLUENT INFLUENT NFLUENT NFLUENT INFLUENT - - -- ROOM ke - 113200.480V1 ,�i600A �i600A � PUMP A3 PUMP*•2 PUMP#1 800AT PUMP#4 PUMP#5 PUMP#6 ELECTRp - L100MCC0101 IOOMCC0102 I - - 6 d W101 N.C. A I Y N.C.MAN TEl 1 TE 2 SPARE NFLUENT PUMP STATp -- .f` N.C. 1 < v __ _ __. __ __ __ __ __ __ PGE I 4000A N.C. N.C. FUTURE 1 E 00357.N.C. -�---._ :00453 3DDOKVA1 3200A 40005 MAN V. 100SWGR0102A N.C.d &N.C. N.C..q) 100SWGR0102B N.C. N.C. �f��� MMqA _EE_ -, Ic0 4 ILI III CI PGE 800A') •�800A 800A )800A; OUTSIDE DC-2 I FJ _ OUTSIDE DC- 1200XF320MMR4800V02 I ,20MCNCN4102 N•O• MCC410MAN �1 I I 1X20Od 0V 1 I OL - - - - - - SUBSTATION] __ __ __ N.oC. I o.; v _ Y 0 115KV -- -- I 750XFMR3201 750XFMR3202 r. NC. FUTURE_ 115KV 718 MCC BBOA _ 8WA _ 800A t MAN TE MAN __ __ _ (PREFERRED) (ALTERNATE) I Gm (�'D I MANi. TEMpN -- 20MCC4101 •�20MCC4102 I N W SHERWOOD-WEST PORTLAND MERDLAN•SHERWOOD I ®—© © I CLC 1) I 800AF q)N.C. N^O. BBBAF q�N•C• ATS N SEE PGE DURHAM SUBSTATION DRAWING FOR DETAILS. L OGEN _ MCC99101 900A 20MCC98102 -- ® N.C. .O Oar �_ _ _ __ DOMSLEX I _UPPER H.W) #2- - - - - - - Up 715 MCC W u5 MAN TE MAN I J PV SOLAR Cl/16( PRELIMINARY-NOT FOR CONSTRUCTION BOG— _ © _©_© FROM UNIT SUBSTATION-XX I El 11 TC DPM 1000AFb3P LSIO K - 3P NOTE 2 1000 LSIG } DPM 9C 800AT o 65kAIC 800AT o 65kAIC w 480V,30,3W,1000A, 65KAIC j 480V,30,3W,1000A,65KAIC w j 1 SH 1C 1F 2F 2K 3F 3M 4F 4J 4M 5F 5J 5M 6M 6F 6C 7L LSIG o 65kAIC =9L 10C 10F 1 10J 10M Z T\MCP T\MCP 100AF T TM T\MCP t00AF T TM IOOAF15TM 100AFT\ TM 7\MCP T)MCP 100AF T\TM T\MCP PCM100AF100AF T\TM 400AF T\TM 7M 1000AF 3P 800AT 9M+ 400AF T TM T MCP T MCP Z v )7 15 3 )150 3 3 3 ) 30 30 3 ) )7 7 3 ) 3 ) N.O.TIE g )7 )30 -O ' : — 15 65kAIC 15 65kAIC 60 65kAIC 30 65kAIC 20 65kAIC 30 65kAIC 300 65kAIC 100AF TM 100AF TM FVNR FVNR FVNR FVNR 1 FVNR FVNR FVNR 3 g 300 65kA1CFVNR W 1 1 5°Y" 4 5% 5% 5% 1 1 5% 1 1 5% 75 65kAIC 75 65kAIC 1 FVNR Z VFD VFD VFD VFD VFD VFD O I 1 MANUAL I TRANSFER SWITCH 960MTS3401 400Ag 9 3 o bo I co a� co 3 Ell El Ell MI 511 • °pi.1, dio z 3sCO CO30 i CO 0 0 ® 15 60A _ PP PP 60A 0 ¢ 960XFMR3401 w 3P M^rw x 45kVA cc cc w j z w w x x a O t 0 LP LP u- w N Z Da. - 0 Z -.. . ! 0 N N ms ONS a w a a a g 0 0 U a U� U� 2o Uo 2`- 2o jo ao CU o wo 0_0 CCN m� nN W x x x dr Zm dr d°� dN N w CO LL w Ja =a O 0 O 0 ¢O U a0 cn¢o �nOo mG:a mQ a �a a En 0- �a a w CC LL CO a a a =cgi �X ;- CC CD CO 03—I mK� �� V)� ¢,� in ¢ m� N ¢ w Wo H M ch cgi H D. a a o_coo coo coo a.rn rn rn rn I I c 0) a3 �o co N E NOTES: o CO o 1. SEE DRAWINGS E001,E002,AND E003 FOR LEGEND, N p ABBREVIATIONS&NOTES. $$$ 2. KIRK KEY INTERLOCK SHALL BE DESIGNED SUCH THAT ONLY 2 OF C)U MOTOR CONTROL CENTER THE THREE CIRCUIT BREAKERS ARE CLOSED AT THE SAME TIME. W 960MCC3401 go� . 0 DUa N]�I <,REo PROFF o �5�GINFF�.. d I c` 85878FE,�' Q DRN1)GP raw NAME: SHEET TITLE: SHEET:193 OP 288 Dwc ' S�g = Mill CLEAN WATER SERVICES ELECTRICAL DIS r�XEGT - m osN:ANO0 DWGg E602 0 THIS BAR IS ONE INCH DURHAM AWWTF MCC ONE—LINE DIAGRAM a 3/1416 9� �BfR a.R° p :RDT CADFLECA E602.dWg WHEN DRAWING IS FULL C1e8riWatCr SV`I'V1CfrS BLACK&VEATCH E602 Fk SECONDARY TREATMENT SYSTEM P JnMEs ' SCALE. Orr aemmltmelt h Cur. PLC* 5$AWAIT SCALE' NOT TO SCALE EXPANSION PROJECT IE«%��N DATE Enono,el So acus DATE DaN APR) cesCaPfoN 2550 SW Hisboro Hwy. Hillsboro,Oregon 97123-9379 ,6757 Ewa tal mP I I t x W / 480V,30,3W,1000A,65KAIC ea 0 110 A T15F 15J 15M 16C 16F 7 T MCP 100AF TM 1003E"12F 12M 7 3 3 J 3 3 - 13F 13M 14F 14M TMCPTM T MCP 100AF:If TM t00AFT TM 100AFfTM 100AF TM t00AF�\TM Y MCP T MCP T MCP T MCP p ) 1 J 1 1 J 3 1 �7 �7 )30 �7 re 15 65kAIC 15 65kAIC 15 65kAIC 60 65kAIC 30 65kAIC 30 65kAIC 20 `65kAIC 111 u- FVNR �FVNR FVNR Z11 5% 1 5% 1 S% )5°k 5% 5% 5% FVNR __FVNR _FVNR _FVNR z VFD IVFD I IVFD I rVFD IVFD I VFDI VFD c I 1 0Fi),ill 0 Ic?ri.. csizPA ,c4z4, ...!/J, 0. qpza. rIZ \1 2 1` --.>5 0 10 1.5 7.5 \I 30 I� �15 15 \( 5 \ \( 2 �� 1.5 I N z m LL Ct X N ce N 2 0 D W M N 0U a z a IN w a0 a UN O a. N N N N O I- 0L 03 i° Iv�1 W a a. a a O� U`r Qo jo g 2N 20 20 W° Cl) W$ o rt Xx Z.,50_ a< afr ate' aN JL, co,- it 0 ct8 LL W W .zo .z0 mgt m�� CD �o �� i)'4°- Oo ¢�� '��o Q Q i ¢¢a ¢Qa doa Q2a a za ga i)' 03y ill (Un Uv CO (ail W I I IJt 1�O NOTES: 0 1.SEE DRAWINGS E001,E002,AND E003 FOR LEGEND,ABBREVIATIONS&NOTES. B 173 MOTOR CONTROL CENTER CV "W 960MCC3401 ,,o IF,,. aoU D 01 ,c ,GINFe, / O QDRNDGP OAS:_MARCH 2018 PROD NAME: SHEET TITLE: SHEET.1g4 OF 288 DWG$: 4 85838PE.P '� 719,,,,,,-(j — CLEAN WATER SERVICES ELECTRICAL - Di1,,,,,' oYEcN c °�+ANOO DM#' E603 THIS BAR IS ONE INCH PLOT 3/14/18 `F a Ce W - DURHAM AWWTF MCC ONE-LINE DIAGRAM DATEt VBER ti I RDT GADFLEp E603.dwg WHEN DRAWING IS FULL CleariW r SZYViCt4 BLACK a VEATCH E603Pkv SCALE. Out aommllm�nlli alar, SECONDARY TREATMENT SYSTEM PLC#: JAMES 1 S APPo:AJT Sca.e NOT TO SCALE EXPANSION PROJECT %PRATWN�,E 6i�nR el 0o REV/ DATE t)F71 APPA DESCRPTIXi 2550 SW H�boro H . Hillsboro,Oregon 97123.9379 ..--__— Pa 6757 EWA STAMP: 1 MCC-A 1C 410MX1750-ANAEROBIC ZONE 1 MIXER 1 2F 3F 4F 5F 8C 7C 8H 9C 10C 11C 12F 13F 14F 1F 410MX1753-ANOXIC ZONE 1 MIXER 1 1M SPACE I 2F 410P1401-MIXED LIQOUR RECYCLE PUMP 1 VFD 2K 470P1801-ABS DRAINAGE PUMP 1 2M SPACE TIE BREAKER 3F 410P1411-NRD PUMP 1 VFD I 6F 7L 9L 1OF 11F 3M 465P1901-RAS PUMP 1 VFD 4F 465P2001-WAS PUMP 1 VFD 4J 420P2101-SCUM PUMP 1 4M SPARE S1 STARTER 5F 465P1903-RAS SIDESTREAM PUMP 1 VFD 1 MAIN BREAKER MAIN BREAKER Si 465EF5001 2K 3M 4J 5J 6M 10J 11M 12J 13M 14M 5M SPARE SI STARTER 6C 960AHF3401-ACTIVE HARMONICS FILTER 6F 960MTS3401-MANUAL TRANSFER SWITCH I 8M 6M 480EF4101-BIOFILTER ODOR CONTROL FAN 1 VFD 7C DPM 7L MAIN BREAKER 4M 5M 10M 12M 7M 960AHF3401 CT CONNECTION I 2M 81-I TIE BREAKER 8M SPACE 7M 9M 1 I MOTOR CONTROL CENTER 960MCC3401 FRONT ELEVATION I MCC-B 9C DPM I 1C — — — — — — — — T — — — — 7-11 — — — — — 16C 15F 9L MAIN BREAKER 9M 960AHF3410 Cr CONNECTION 10C 960MTS3401-ACTIVE HARMONICS FILTER 1OF 960AHF3402-MANUAL TRANSFER SWITCH I I I 10J 410MX1751-ANAEROBIC ZONE 1 MIXER 2 10M 420P2102-SCUM PUMP 2 1F 16F 11C 410MX1752-ANAEROBICZONE1MIXER3 11F 410MX1754-ANOXIC ZONE 1 MIXER 2 11M 470P1802-AB5 DRAINAGE PUMP 2 VFD I 12F 410P1402-MIXED LIQOUR RECYCLE PUMP 2 VFD 12J SPACE 12M 465EF5003 1M 16M 15J 13F 410P1412-NRD PUMP 2 VFD I 13M 465P1902-RAS PUMP 2 VFD 14M 480EF4102 BIOFILTER ODOR CONTROL FAN 2 VFD 15F 465P1904-RAS SIDESTREAM PUMP 2 VFD 15J 420CD1805-SC5 CLARIFIER DRIVE I 15M 15M 465EF5002 I 16C SPARE SI STARTER 16F SPARE Si STARTER 16M SPACE I — II — — — — - - L — - 1 - -N 0,—eE E. o. O iSrg - - - - - - - — - - - — - - — - - — - - - - NOTES: ar co 1.SE DRAWINGS E001,E002,AND E003 FOR LEGEND, NOl W MOTOR CONTROL CENTER ABBREVwTlONS&NOTES. 2.EACH MCC VERTICAL SECTION SHALL BE 90 INCHES HIGH,20 0 cle.-1 960MCC3401 REAR ELEVATION INCHES WIDE AND 20 INCHES DEEP. pn c1- ra O of �� N�f�i f i f _ SHEET TEM SLEET:195 of 286 ME A 85838PE, -+OGP PM MARCH 2018 „NM& "�$Ig osN:gNOOMSE� E604 CLEAN WATER SERVICES ELECTRICAL Die' o EGON THIS BAR IS ONE INCH ABT 3{14!18 r`� _ ���y_ DURHAM AWWTF MCC ELEVATION a ;BER 8. F cwcRDT CAD MEM WHEN DRAWING IS FULL C an NIII II Services BLACK&VEATCH E604.dvvg SCALE. Our eammlenent Ii eine. SECONDARY TREATMENT SYSTEM PLC E604 9EIy�Pos t 1 $ AJT SCALE NOT TO SCALE EXPANSION PROJECT 6757 I EXHRATON onh: s/o/ze,af 00 REVS DATE DRN AAPD DESCRPIDN 2550 SW Hillsboro Hwy. Hillsboro,Oregon 971239379 FIELD EQUIPMENT ROUTING EQUIPMENT SOURCE CABLE TRAY I � /C-410FCV1553/ 3/4"C[CC3] PULL BOX 96OPP3401 (DIGITAL) I I (CC31 NOTE 2 1 �S 410FCV1553� 1"C[A2j 410P83408 PULL BOX CONDUIT TAG NOTE 1 (ANALOG) fA2)NOTE 2 960LCP3401 960LCP3402 410FCV1553I //P-410FCV1553/ 3/4"C[PC1A] 410PB3409 PULL BOX 7- CONDUIT TAG NOTE 2 ANAEROBIC MIXING i3P 6A / 410FCV1554 DISI (PC1A)NOTE 3 ' CHIMNEY MOTORIZED GATE MOV / (POWER) 960PP3401 CKT.37,39,41 ° �S 410AIT1658 410PB3407 o S�10FIT1658 / / , 2"C[A24] /S-410AR1664/3/4"C(All TERMINAL m S-410FCV1658 (NOTE 5) b JUNCTION /5-410AR1664/ 111 BOX(ANALOG) o P-410/171658 410AITi664 84�P 410AiT163/4.0 410TJB3412 0 /P-410F1T1658/ ,. 2"C[(5)PC1B] [PC1BJ /P-410AIT1664/ 3/4"C TERMINAL o /P-410A1T1664/ (NOTE 6) DO ANALYZER CELL 6E OXIC AR 1 1P-20A [PCIB] JUNCTION , I 960LP3402 CKT.22 410AE1664 0 3/4"C[MSC] BOX(POWER) 410TJB3410 (CC91 NOTE 2 AE I I DO ANALYZER ELEMENT — C 410MX7750,C 410MX1751,/ ' C-410MX1752 410MX1750-LCS LCS a/ /C-410MX1750/r C[CC9] (PCIA)NOTE 2 960MCC3401 6 [(5)CC9]NOTE 4 LOCAL CONTROL STATION R410MX1751 1-1/2"C[(2)PC1 A] 410MX1750 //P-410MX1750/ 3/4"C[PC1A] / /P-410MX1750 CELL 1 ANAEROBIC MIXER 0 / 3P-16A d PULL BOX oo [CC9]NOTE 2 960MCC3401 SECTION 1C 4 OP83404(POWER) 7 /P-410MX1752/3/4"C[PC1A] \---I 410MX1750-DISI II410MX1751-LCS I LCS / /C-410MX1751/ 1"C[CC9] [PC1A]NOTE 2 LOCAL CONTROL STATION P-410MX1751 / 3/4"C[PCIA] [CC9]NOTE 2 410MX1751 2 O / 3P-30A / I CELL 2 ANAEROBIC MIXER 960MCC3401 SECTION 10J 410MX1751-DIS CONDUIT TAG NOTE 3 / /C-410MX1752/1"C jCC9) PULLBOX I [PC1A]NOTE 2 410MX1752-LCS LCS (DIGITAL) LOCAL CONTROL STATION 410P83405 /P-410MX1752/ 3I4"C[PCIA] 410MX1752 2 3P-30A CELL 3 ANAEROBIC 960MCC3401 SECTIONN 111 1IC \-- 410MX1752-DIS I GENERAL NOTES: ' CONDUIT TAG NOTES: 1. 1. SEE DRAWINGS E001,E002,AND E003 FOR ELECTRICAL /5-410AIT1658//5-410FR1658//5-410FCV1658/ LEGEND,ABBREVIATIONS AND NOTES. /S-410AIT1659//5-410FIT1659 //S-410FCV1659/ 2. CONTRACTOR SHALL ROUTE POWER AND CONTROL CABLE /5.410AIT1660//S 410FIT1660 //S-410FCV1660/ PENETRATION . /5-410AIT1661 //5-410FR1661 //S-410FCV1681/ 4"C[A2/A26] FROM CABLE SRAY TO MCC AND PLC VIA FLOOR /S-410AR1662//5-410FR1662//S-410FCV1682/ 3. CONTRACTOR SHALL ROUTE POWER CABLE FROM CABLE TRAY TO nco , /5.410AIT1663//5-410FIT1683//S-410FCV1663/ CONDUIT N PPLES AND GU II IIR PANELSDtR S E DETALIGHTING PANELS ON DRAWING gm G /S-410AIT1652//5-410A1T1656_Y/5-410AIT1664/ EP503 FOR ADDITIONAL DETAILS. N o� 5-410FCV1553/ ( 4. CONTRACTOR SHALL ROUTE CABLE IN CABLE TRENCH eD c r E 2. LOCATED BETWEEN 960LCP3402 AND 960MCC3401. o" /P-410AIT1658//P-410FIT1658/7/P-410AfT1664 00_I.§ /P 410AR1659//P 410FR1659//P 410AIT1656 2"C[PC1A/(8)PCIBj 5. CONTRACTOR SHALL TERMINATE A TE SPARE ANALOG CABLE I �P 410FCV1553� I FOROFUTURE INSTRUMENTS AT TERMINAL JUNCTION BOX ALOG). Napa 3. NNw �C 410FCV1401��C 410FCV1402� 6. CONTRACTOR SHALL TERMINATE SPARE[(2)PC1BJ FOR FUTURE INSTRUMENTS AT TERMINAL JUNCTION BOX 0 /C-410P1401 //C-410P1402 3"C[(2)CC3/(3)CC9/(2)CC12] (POWER). o /C-410MX1750//C-410MX1751 ol<w /C-410MX1752 °o! PRELIMINARY—NOT FOR CONSTRUCTION ���R�1 N1F,v> +OGP MARCH 2016 _ _'. PROD NAME: SHEET TIRE: ...ORO 4 �a 85838PE, < �� SHEET:196 OF:288 DWG OSN: S °WDID EB05 THIS BAR IS ONE INCH CLEAN WATER SERVICES ELECTRICAL PLDT OW�' IIS GON SIg O E DURHAM AWWTF CIRCUIT/RACEWAY DATE 3/1a/18 '�a FPER E. ryo R CHICCAD FLESS E605.dwg WHEN DRAWING IS FULL teanWaber Services El BLACK&VEATCH E605 NA. 4P TREATMENT SYSTEM PtoM JAMES SCALE. Our aommllminl 1t alar, BLOCK DIAGRAM AERATION BASIN NO.5 I Mb a AIT SCA-0 NOT TO SCALE EXPANSION PROJECT %RA OI DATE: 6/3x/2018 LLQ RET/• DATE DM APPD DESCRPfgN 2550 SW Hillsboro Hwy. H'�bOro,Oregon 97123-9379CWS __. VRO.1lt 6757 MGR MAWR FIELD EQUIPMENT ROUTING EQUIPMENT SOURCE I S-410FCV1401/ 1-1/2"C[A4] /C410FCV1401/ 3/4"C[CC3] S410FCV1401/ 1-1/2"C //S410Fcv14 /} CABLE TRAY .. / A 410FCV1402 I.1-1/2"C PULL BOX d JUNCTION BOX TERMINAL (ANALOG) [CC3)NOTE 3 it S 410FCV1401/ 1"C[A2) 410PB3406 P 410FCV1401 _ [A2j NOTE 3 470FCV1401 / /P-410FCV1401/ 3/4"C[PC1A] 410TJB3423 TERMINAL j /P-410FCV1402/ C[(2)PC1A] MOTORIZED GATE MOV 6 3P-16A PULL BOX d 1A 960LCP3402 I JUNCTION BOX 960PP3401 CKT.20,22,24 \ 1 1 1 (POWER) f (POWER) [PC1A)NOTE 4 410FCV1407-DISI 410TJB3421 / 410P83404 \ /P-410P1401 / 1-1/4"C[PCV2] I /P"410FCV1401/ C P-410P1402 / 1-1/4"C[PCV2] 960PP3401 /P-410FCV1402/ [(2)PC1A) /C-410FCV1402/ 3/4"C[CC3] I (CC3]NOTE 3 /S 47oFCV140z/ 1"c[A21 I BOIN t cPao1 jA2]NOTE 3 J /P-410FCV1402/ 3/4"C[PC1A] I410FCV1402 / MOTORIZED GATE MOV 6 3P�A I [PC1A]NOTE 4 960PP3401 CKT.26,28,30 \ 1 410FCV1402-DISI I I I _ I ,,— CONDUIT TAG NOTE 2 410P1401-LCSC 410P1401 [ 2j TERMINAL CONDUIT TAG NOTE 1 / / /1"C CC1 PULL BOX LCS c JUNCTION BOX (DIGITAL) [CC12]NOTE 3 LOCAL CONTROL STATION (DIGIT AL) 410PB3405 I 410TJB3422 410P1401 ° /C 410P1401 3/4"C[CC3] 960MCC3401 / N-410P1401 / [CAT6]NOTE 2 MIXED LIQUOR RECYCLE PUMP NO.1 3P-30A ^ 1 410P1401-DIS [PCV1]NOTE 3 960MCC3401 SECTION 2F 10 Q \ 1410TSH1401 TSH \ [MSC] / P"410P7401 /1-1/4"C[PCV2] TEMPERATURE SWITCH [MSC] I410MSH1401J MSH o MOISTURE SWITCH \ [MSC) I 410P1402-LCS LCS // C-410P1402 /1"C[CC12] [CC12)NOTE 3 I LOCAL CONTROL STATION � /N-410P1402 / [CAT6]NOTE 2 T 41 V--1, ° /C 410P1402 / 3/4"C[CC3] MIXED LIQUOR RECYCLE PUMP NO.2 10 3P-30A [PCV1]NOTE 3 I 960MCC3401 SECTION 12F � / 410P1402-DIS 410TSH1402 TSH [MSC] 7 P-410P1402 /1-1/4"C[PCV2) TEMPERATURE SWITCH [MSC] 1410MSH1402 I MSH I MOISTURE SWITCH -[MSCI CONDUIT TAG NOTES: I 1 C�10FCV14o1 C 410FCV1402 TERMINAL II!" / // / JUNCTION BOXGENERAL NOTES: /C-410P1401 //C-410P1402 / 3"C[(2)CC3/(3)CC9t(2)CC12] 410 83405 /CE 410TJB3405/ 2"C 1. SEE DRAWINGS E001,E002,AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS 4..9:g /C 410MX7750//C 410MX1751 / PULL BOX 0°0 /C 410MX1752/ TERMINAL / /CE-410TJB3408/ 2"C (DIGITAL) /CE 410P83408/3"C ( AND NOTES. 0°0� JUNCTION BOX 410PB3408 2. CONTRACTOR SHALL ROUTE CABLE IN CABLE TRENCH LOCATED BETWEEN I 960LCP3401 AND 960MCC3401. 11 (DIGITAL) i�• 2/C 41oFCV1401/ 410TJB3408 I I 3. CONTRACTOR SHALL ROUTE POWER AND CONTROL CABLE FROM CABLE TRAY TO MCC SCI /C-410FCV1402/ ,y 2"C[(2)CC3/(2)CC12] AND PLC VIA FLOOR PENETRATIONS. TERM INAL o /C-41oP1401 / JUNCTIONBOX /CE 470TJB3411/ 2"C Z 4. CONTRACTOR SHALL ROUTE POWER CABLE FROM CABLE TRAY TO POWER PANELS •Oo /C-410P1402 /.J (DIGITAL) I I AND LIGHTING PANELS VIA CONDUIT NIPPLES AND GUTTER.SEE DETAIL 1 ON r'1 '" 410TJ83411 DRAWING EP503 FOR ADDITIONAL DETAILS. Oa, PRELIMINARY-NOT FOR CONSTRUCTION ��REo PN- o - CI ...... SHEET TIRE: SHEET:197 OF:288 DING* c 85838PE.P - SGP a MARCH 2018 Pna NAME: " S19 DSH: S` DWGR E606 CLEAN WATER SERVICES ELECTRICAL DI • THIS BAR IS ONE INCH Poor o EGON RDT cw : : E808.dwg WHEN DRAWING IS FULL �1�$riW3labr �BtViC�S BLACK&VEATCH DURHAM AWWTF CIRCUIT/RACEWAY DATE 3na/1s 9�hF4,-,„•P SCALE. Out aammllmenl II ebur, ©` SECONDARY TREATMENT SYSTEM BLOCK DIAGRAM Plage E606 F1v dnMEs I EXPANSION PROJECT AERATION BASIN NO. 5 ?gm 6757 I /38/2°18' �g /�IXAJT GDA,G NOT TO SCALE �,& �.� ARM DEs��oH 2550 SW H'iebao Hwy. Hillsboro,Oregon 971239379 _. PRodx E dAmpna+wtE: s ES FIELD EQUIPMENT I ROUTING EQUIPMENT SOURCE CABLE TRAY I C-410MX1753,C-410MX1754 410MX1753-LCS_I / C-410MX1753 /1'C[CC9] /� /[(2)CC9]NOTE 4 I LOCAL CONTROL STATION LCS I [CC9]NOTE 2 d 960MCC3401 1 410MX1753 /P 410MX1753/4"C[PC1A] ICELL 4 ANOXIC MIXER 3,5 3P 3/ [PC1A]NOTE 2 960MCC3401 SECTION 1F `` 410MX1753-DIS i 7 /C-41oFCv1551/ 3/4"C[CC3] I [CC3]NOTE 2 I / /S 41oFcv1551/ 1•c[A2] [A2]NOTE 2 1 960LCP3402 410FCV1551 7 /P-410FCV1551 / 3/4'C[PC1A] CONDUIT TAG NOTE 1 I INFLUENT COLLECTION BOX GATE MOV 3P-30A [PC1A]NOTE 2 960PP3401 CKT.25,27,29 t 410FCV1551-DISI CE-C-LIMEDOSING/2"C 960LCP3401 ICE-P-LIMEDOSING/2"C 410MX1754-LCS / C-410MX1754 / 1'C[CC9) JUTER MIN BOX NAL PULL BOX [CC9]NOTE 2 LOCAL CONTROL STATION LCS (DIGITAL) (DIGITAL) —� 410TJB3402 410PB3402 CONDUIT TAG 410MX1754 /P-410MX1754/ 3/4"C[PCIAJ NOTE 2 I CELL 5 ANOXIC MIXER 0J TERMINAL 1 1 ' PULL BOX CELL 5 ANOXIC MIXER g.5 / 3p 30A JUNCTION BOX [PCIA]NOTE 2 960MCC3401 SECTION 11F t (POWER) {POWER) 410MX1754-DIS I 410TJB3401 410P133401 —CONDUIT TAG NOTE 2 /C-410FCV1550/ 3/4"C[CC3] 1 1 1 1 1 1 1 1 7-1/2' /P-410MX1753/ I [CC3]NOTE 2 TERMINAL I(2)PC1A1, /P-410MX1754 /— ( 1 1 1 1 a/ /S 410FCV1550/ 1"C(A2] " JUNCTION BOX — U [A2]NOTE 2 I P-410FCV1550 3/4"C[PC1A) (ANALOG) (ANALOG) —1 1 I I 1 1 I410FCV1550! / // / 410PB3403 410TJB3403 1 CELL 6C OXIC MOTORIZED GATE MOV 6 3P�, d 1 1 1 1 [PC1A]NOTE 2 960PP3401 CKT.19,21,23 �` 1410FCV1550-DIS I /s-410FCV1550/ _ / S-410FCV1551/ 2"C[A10] (NOTE 6) /S-410FCV1552/ l' f /C-410FCV1552/ 3/4"C[CC3] * 2"C/CES-LIMEDOSING/ [CC3]NOTE 2 1 1 I / /S-410FCV1552/ 1'C[A2] /CES-LIMEDOSING/2"C I [A2]NOTE 2 /P 410FCV1552/314•C[PCIA] I410FCV1552i 3P-16A —/CE-P-/CEC I I _ - I 960 P34013133, GATE MOV \ I [PC1AJ NOTE 3 960PP3401 MIXINGANOXIC CHIMNEY 410FCV1552-DIS 2•C/CE-C-LIMEDOSING/ FUTURE LIME a DOSING EQUIPMENT I 1 GENERAL NOTES: L____1 1. SEE DRAWINGS E001,E002,AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS AND NOTES. rn 2. CONTRACTOR SHALL ROUTE POWER AND CONTROL CABLE FROM CABLE TRAY TO MCC Q 3 CONDUIT TAG NOTES: TERMINAL AND PLC VIA FLOOR PENETRATIONS. 1. JUNCTION BOX 3. CONTRACTOR SHALL ROUTE POWER CABLE FROM CABLE TRAY TO POWER PANELS mo /G410FCv1sso//C-410FCV1551/ 410TJB3414 /CE-410TJ63414/ 2•C AND LIGHTING PANELS VIA CONDUIT NIPPLES AND GUTTER.SEE DETAIL 1 ON DRAWING o C 410FCV7552 C 410MX1T53 PULL BOX EP503 FOR ADDITIONAL DETAILS. (E.yoQ� /C 410MX1754/ / (NOTE 5)) /(3��] TERMINAL /CE 410TJB3417/ 2"C (DIGITAL) /CE 110PB3406/3'C 08 4. CONTRACTOR SHALL ROUTE CABLE IN CABLE TRENCH LOCATED BETWEEN € 2, JUNCTION BOX I 960LCP3402 AND 960MCC3401. mg D co /P-410FCV1551/ 410TJB3417 I 5. CONTRACTOR SHALL TERMINATE SPARE[CC9]CABLE AT TERMINAL JUNCTION BOX(DIGITAL). c9aa,r • 2"C[(3)PC1A] — /P-410FCV1552/ TERMINAL I 6. CONTRACTOR SHALL TERMINATE SPARE[A4]CABLE AT TERMINAL JUNCTION BOX(ANALOG). /CE-410TJ820/ 2"CJUNCTIONBOX(DIGITAL) a 410TJB3420 CDs, PRELIMINARY-NOT FOR CONSTRUCTION J �eEa Pea F ,,,c. ,,,,Q,aQ,INE 0 Q 4�P DATE MARCH2O18 - __... ..—. PROJNAME: SHEET TIRE: SHEET.198 of 288 ° �' ,? 115838PE:" I(,� —d `� Drl«lazs DWOK E607 1111111111111nimommi CLEAN WATER SERVICES ELECTRICAL Di $ THIS BAR IS ONE INCH rnDT ecoN cHwRDT CAD ME*:* 7_ WHENDRAWHdGISFULL anWV�rServices BLACK&VEATCH DURHAM AWWTF CIRCUIT/RACEWAY DATE 3/1an8 E607 949<`t,,,8' P SCALE. LS�r eamml,ment h alar, SECONDARY TREATMENT SYSTEM BLOCK DIAGRAM PLCR JAMES EXPANSION PROJECT AERATION BASIN NO. 5 Cws 6757 P AAJT acus NOT TO SCALE exaiwnnow DATE 6/30/2018 as REV It DATE ORN APPD DESCRP'fUN 2550 SW Hinsboro Hwy. Hillsboro,Oregon 971239379 PROJR ENSR STAMP: FIELD EQUIPMENT 1 ROUTING EQUIPMENT SOURCE 1 I �P"4loAIT1858/ CABLE TRAY S 410AIT1658 3!4"C(Al] /13-410FIT1658 7 2"C[(5)PC16](NOTE 5) I--- CONDUIT TAG NOTE 2 ' 1 /P-410A1T1664 / /I 410AIT1658 DO ANALYZER CELL BA OXIC AIT R185�P 410A6 3/4"C[PC16j TERMINAL ---- PULL BOX / 1P-20A JUNCTION BOX [PC1B]NOTE 3 (POWER) o (POWER) 410PB3407 960LP3401 CKT.5 \ 410AIT1658-DIS 410TJ63410 3/4"C(MSC] 410AE1658 AE I DO ANALYZER ELEMENT I410FCV1858I / TERMINAL 960LP3401 I VALVE CONTROLLER FCV r/ / s10FCV1658/ 3/4"C(Al( F JUNCTION BOX PULL BOX [A24]NOTE 2 (ANALOG) 4110T 83412 0900410PB3409 1 960LCP3401 /S-41oFIT1858/ 3l4"C(Al] 1 1 I /P-410FIT1658/ 3/4"C[PC1B] /�10AIT1658 410FIT1658 I / /S-410FR1658 7- 2"C(A24] CONDUIT TAG NOTE 1 FLOW TRANSMITTER FIT IP-20A o/ /5 410FCV1658/ (NOTE 4) [PC18]NOTE 3 960LP3401 CKT.6 \ 410F1T1658-DIS I /S-41oAIT1664 I 0 3/4"C[MSC] 410FE1658 FE FLOW ELEMENT /P-41oAfr1659/---- z 314"C[Al] 1-1/4"C[(3)PCIB] P-410FIT1659 I [/p- loArr16 /5B /P-410AIT1659/ 3/4"C[PCI B] 410AIT1659j TERMINAL DO ANALYZER CELL 6B OXIC AIT 1P-20A a JUNCTION BOX (PCIS]NOTE 3 (POWER) I 960LP3401 CKT.7 t ( 410AfT1659 DIS 410TJB3416 a 3/4"C[MSC] 410AE1659 AE DO ANALYZER ELEMENT S 410FCV1658 TERMINAL 410FCV1659 FCV / 3/4"C[A1) JUNCTION BOX;- (ANALOG) \\\\ VALVE CONTROLLER 410TJB3418 [A24]NOTE 2 1 ' /S-410FIT1659/ 3/4"C[A1] /S-410F0V1659/ P-410FIr1659/ 3/4"C[PCI B] [PC1B]NOTE 3 410FIT1659 J 1P-20A /S 410AIT1659 2"C[A24](NOTE 4) I FLOW TRANSMITTER FIT �S-410FR1659 960LP3401 CKT.8 410F1T1659 DIS /5-410Afr1656/ o 3/4"C[MSC] 410FE1659 FE IFLOW ELEMENT — /5-410AIT1656/ 3/4"C[Al] /P-410AR1656/ 3/4"C[PCI B] [PC1B]NOTE 3 410AR1656 AIT 1P-20A NH3 ANALYZER 410A1T1656 DIS GENERAL NOTES: 960LP3401 CKT.3 0 3/4"C[MSC] 1. SEE DRAWINGS E001,E002,AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS AND NOTES. AE IQ 3 410AE1(356 I 2. CONTRACTOR SHALL ROUTE POWER AND CONTROL CABLE FROM CABLE TRAY TO MCC NH3 ANALYZER ELEMENT CONDUIT TAG NOTES: AND PLC VIA FLOOR PENETRATIONS. 0 3. CONTRACTOR SHALL ROUTE POWER CABLE FROM CABLE TRAY TO POWER PANELS co V.E 1./ �� �� �/ �/ �/ ( AND LIGHTING PANELS VIA CONDUIT NIPPLES AND GUTTER.SEE DETAIL 1 ON DRAWING G: 5-410AIT1658 5-410FIT1658 S-410FCV1658 5-410AIT1662 S-410FCV1662 S-410F1T1663 EP503 FOR ADDITIONAL DETAILS. No /5-410AIT1659//5-410FIT1659//S-410FCV1659//5-410AIT1663//S"410FCV1663//S-410AR1664 /S 410AR4"C[A2/A26]1660��S 410Ft71660��S-41OFCV166O��S-41OAIT1652��S 410FCV1553� 4. CONTRACTOR SHALL TERMINATE SPARE ANALOG CABLE FOR FUTURE INSTRUMENTS AT n Yi /S-410AfT1661 //S-410FIT1661 //5-410FCV1661//S-410FIT1662//s-410AR1656/ TERMINAL JUNCTION BOX(ANALOG). �,n w 2. 5. CONTRACTOR SHALL TERMINATE SPARE 2 PC1 B CABLE FOR FUTURE INSTRUMENTS AT u$ /P-410AIT1658//P-410FIT1658 //P-410AR 1664/ TERMINAL JUNCTION BOX(POWER). (( ) ] UM /P-410AIT1659//P-410FIT1659//P-410Atr1656/ 2"C[PC1A/(8)PCIB] toki�i /13-410FCV1553/ 6. CONTRACTOR SHALL TERMINATE SPARE((4)PCIB]CABLE FOR FUTURE INSTRUMENTS AT TERMINAL JUNCTION BOX(POWER). o, PRELIMINARY-NOT FOR CONSTRUCTION 4.-.,-'<,...' I NFFss� DRNOGP 0p7s MARCH 2018 '--.iu PROJ NAME: SHEET TIRE; SHEET:199 266 DWG rl: 85839PE.P -„f �1 Sig u �� CLEAN WATER SERVICES ELECTRICAL DI° o�EcoN , DSN:I(RS` DWG« Egpg THIS BAR IS ONE INCH DURHAM AWWTF CIRCUIT/RACEWAYPLar: 3/14/18 9�f4gFR 8.�� RDr caorlE« E608dwg WHEN DRAWING IS FULL C1eanWaar ^Jt`SVices a BLACK&VEATCH E608 �"r SECONDARY TREATMENT SYSTEM MO SCALE. Our oommltmont Is atoor, BLOCK DIAGRAM PLC AERATION BASIN NOION . 5 QAJT NOT TO SCALE rove �� rxw uwD � � 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123.6379 EXPANSION PROJECT 6757 �� 0 DATE spa{zars FIELD EQUIPMENT ROUTING EQUIPMENT SOURCE / S-410AIT1661/ 3/4'C[A1] CABLE TRAY [A241 NOTE 2 /P 410AIT1861/ 3/4"C[PCI B] 410AIT1661 d/ TERMINAL P-410AIT1661 2"C[(4)PC1B] DO ANALYZER CELL 6D OXIC AIT 1P-20A JUNCTION BOX (POWER) P 410FIT1661 (NOTE 5) (pC1g)NOTE 3 960LP3401 CKT.11 \ 410AIT1661-DIS I 410TJB3413 I 0 3/4"C[MSC] I 1410AE1661' AE /s 410Aff1661 DO ANALYZER ELEMENT j 2"C[A24 /S-410FCV1661/- (NOTE 4 /S-410FR1661 TERMINAL I 410FCV1661 FCV /S 410FCV1861/ 3/4"C[A1] JUNCTION BOX 960LP3401 960LCP3401 VALVE CONTROLLER (ANALOG) 410TJB3415 7 /S-410FIT1661/ 3/4"C[A1] I 410FIT1661 J /P-410FIT1661/ 314"C[PC18] FLOW TRANSMITTER FIT 1P-20A [PG18]NOTE 3 / 960LP3401 CKT.12 ''` 1410FIT1661-DIS I I I 410FE1661 o 3/4"C[MSC] FLOW ELEMENT FE �P 410AR1662/ /P"410FIT1662 /- 2"C[(5)PCIB](NOTE 5) /S-410AIT1662/ 3/4"C[All /P-410Aff1652/ 410AIT1862 / �j P 110AR1662/ 314"C(PCIB] f/ o/ TERMINAL PULL BOX INs% DO ANALYZER CELL 6E OXIC AIT_ 1P 20A JUNCTION BOX (POWER) [PC1B]NOTE 3 I 960LP3401 CKT.13 0 3/4"C[MSC] ` 1410AIT1662-DIS I (POWER) 410PB3407 410AE1662 AE DO ANALYZER ELEMENT — CONDUIT TAG NOTE 2 410FCV1662 FCV S 410FCV1862 3/4"C Al ) PULL BOX TERMINAL / / [ ] JUNCTION BOX VALVE CONTROLLER (ANALOG) ' ' (ANALOG) 410TJB3409 410PB3409 [A24]NOTE 2 I I /S 410FIT7662/ 3/4"C[Al' / 0 / / 410AtT1662/ [PCI B]NOTE 3 " C[A24)(NOTE 4) CONDUIT TAG NOTE 1 /P-410FIT1662/ 3/4"C[PCI B1 /s-410FIT1662 I 410FIT1662 FLOW TRANSMITTER 960LP3401 CKT.14 FIT / 1P 20A t /S-410A11-1652/ 1410FIT1662-DIS 0 3/4"C(MSC) I 1410FE1662 IFE FLOW ELEMENT 7 /S-410AIT1652/ 3/4"C(All [PCI B]NOTE 3 410AIT7652 /P-410A1T1652/ 3/4"C[PCI Bj I TSS ANALYZER AIT 1P-20A 960LP3401 CKT.4 1410A1T1652-DIS I o 3/4"C(MSC) I 2 h1410AE1652]I GENERAL NOTES: 3 TSS ANALYZER ELEMENT 1. SEE DRAWINGS E001,E002,AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS AND NOTES. o AE CONDUIT TAG NOTES: >g 1. 2. CONTRACTOR SHALL ROUTE POWER AND CONTROL CABLE FROM CABLE TRAY TO MCC c4 a /5-410AIT1658//s-410FIT1658//5-410FCV1658//s 410Aff1662//S-410FCV1662/ AND PLC VIA FLOOR PENETRATIONS. rig /S-410Aff1659//S-410FIT1659//5-410FCV1659//S-410AfT1663//S-410FCV1663/ ,4"C[A2 A26] 3. CONTRACTOR SHALL ROUTE POWER CABLE FROM CABLE TRAY TO POWER PANELS ;yq /S 410AIT1660//5-410FIT1660//S-410FCV1660//S-410AIT1652//5-410FCV1553/ AND LIGHTING PANELS VIA CONDUIT NIPPLES AND GUTTER.SEE DETAIL 1 ON DRAWING /S-410AIT1661 //5-410FIT1661 //S-410FCV1661//S-410FIT1662//s-410AIT1656/ EP503 FOR ADDITIONAL DETAILS. 8w /S-410FIT1663//S-410AIT1664/ 2, 4. CONTRACTOR SHALL TERMINATE SPARE ANALOG CABLE FOR FUTURE INSTRUMENTS AT rym$ /P-410AIT1661 //P-410FR4661 //P-410AIT1662/ TERMINAL JUNCTION BOX(ANALOG). "• /P-410FIT1662 //P-410AIT1652/ 2"C[(9)PC1B] S 5. CONTRACTOR SHALL TERMINATE SPARE[(2)PC1 B]CABLE FOR FUTURE INSTRUMENTS MI AT TERMINAL JUNCTION BOX(POWER). I< PRELIMINARY-NOT FOR CONSTRUCTION i ��Eo PROFs c5�c,1NFFs/ A W +OGP MARCH 2O18 .....___ _._- waa NAME: sN�rrrt1F: SHEET:200 oF:.�g MOM `` 858392E, - CLEAN WATER SERVICES ELECTRICAL DIS a��X S[g �aKRS mace E609 THIS BAR IS ONE INCH ��y�IIIIIIMIIIIIIII � �v DURHAM AWWTF �°°E; 3/14/18 74,,'"19t-` E��io RDT �wF.FR E609.dwg WHEN DRAWING IS FULL anWanth Services O BLACK&VEATCH CIRCUIT/RACEWAY E609 < R a. SECONDARY TREATMENT SYSTEM JsdEs g SCALE. Oiar eemmlEmtn1 la Glnr, BLOCK DIAGRAM w.c�e 1ExPIRAitON oA,E, s/wnoia1 11 Q AJT -E NOT TO SCALE REV# DATE oh o DESORPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9376 _ EXPANSION PROJECT AERATION BASIN NO.J CWS 6757 waw t# amrt STMR: 111 FIELD EQUIPMENT ROUTING EQUIPMENT SOURCE I CABLE TRAY 7 /S-410AIT1660/ 3/4"C[A1] (A24]NOTE 2 I 410AIT1660 /P-410AR1660/ 314"C[PC1B] TERMINALXP-410FIT1660 P 410AtT1B60/ 2•C[(4)PC1B](NOTE 5) DO ANALYZER CELL 6C OXIC AIT 1P-20A JUNCTION BOX } (PC1 B]NOTE 3 (POWER) 960LP3401 CKT.9t 1410A1T1660-DIS 1 410TJB3419 410AE1660 DO ANALYZER ELEMENT AE o 314"C(MSC)_ /s-410AR16so/ /S-410FCV1660/ 2"C[A24] 960LP3401 I — NOTE4 410FCV1660 /S 410FCV1660/ 3/4'C[A1] ( ) FCV � TERMINAL 5-410FIT1660 VALVE CONTROLLER JUNCTION BOX / /S-410FIT1660/ 3!4"C[A1] (ANALOG) ° d I I 410TJB3421 960LCP3401 I ' 410FIT1660 P-410FIT1660/ 3/4"C[PCIS] FLOW TRANSMITTER FIT_ (// 1P-20A [PC1B]NOTE 3 980LP3401 CICT.10 \ , 410FIT1660-DIS 0 3/4"C[MSC] I 410FE1660 — CONDUIT TAG NOTE 2 FE FLOW ELEMENT 0/ /s-410AR1663/ 3/4"C(Al) IA241 NOTE 2 — 410AR1663 1P-20A � /P 410AfT1663/ 314"C[PC1B] P 410AIT1663� TERMINAL JUNCTION BOX 1-1l4C[(2)PC1B] ad P 410FR1663 " / PULL BOX [PC1B]NOTE 3 DO ANALYZER CELL 6F OXIC AIT (POWER) (POWER)7 960LP3401 CKT.15410TJB3404, T 0 3/4"C[MSC] 410AIT1663-DIS 410AE1663 DO ANALYZER ELEMENT AE [/s-410AR1663/ 2"C[A24](NOTE 4) { /S-410FCV1663/ 410FCV1663 /S d10FCV1663/3/4"C[Ai] TERMINAL /S 410FRi663 / o 0 PULL BOX FCV JUNCTION BOX (ANALOG)VALVE CONTROLLER T (A(ANALOG) 410PB3409 410TJB3406 I �S-410FR1663/ 3/4"C[A1] CONDUIT TAG NOTE 1 410FIT1663 / /P-410FIT1663/ 3/4"C[nisi FIT 6 1P-20A [PCI B]NOTE 3 / I FLOW TRANSMITTER 960LP3401 CKT.16 o 3/4°C(MSC) ` 1 410FR1663-DIS 410FE1663 FLOW ELEMENT FE I I CONDUIT TAG NOTES: 1. /s-410AIT1658//s-410FR1656//S-410FCV1658//S-410AR1664/ 1 I /s-410AIT1659//5-410FR1659//S-410FCV1659/ /s-410AR1660//S-410FIT1660//s-41oFCv1660/ GENERAL NOTES: /S-410AR1661 //5-410FR1661//s-410FCV1661/ 4"C[A2/A26] 1. SEE DRAWINGS E001,E002,AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS AND NOTES. 2 a, /S-410AIT1662//5-410FR1662//S-410FCV1662/ /s-410AIT1663//s-410FIT1663//S-410FCV1663/ 2. CONTRACTOR SHALL ROUTE POWER AND CONTROL CABLE FROM CABLE TRAY TO MCC '•"a /s-410AR1652//5-410AR1656//s-410FCV1553/ AND PLC VIA FLOOR PENETRATIONS. c�E , °D�4° 2. 3. CONTRACTOR SHALL ROUTE POWER CABLE FROM CABLE TRAY TO POWER PANELS 0o,� /P-410AR1660//P-410FIT1660/ AND LIGHTING PANELS VIA CONDUIT NIPPLES AND GUTTER.SEE DETAIL 1 ON DRAWING /P 410AR1663//P 410FR7863/ 2"C[(6)PC1B] EP503 FOR ADDITIONAL DETAILS. g 4. CONTRACTOR SHALL TERMINATE SPARE ANALOG CABLE FOR FUTURE INSTRUMENTS AT iiiU w TERMINAL JUNCTION BOX(ANALOG). U)N . (.0 , 5. CONTRACTOR SHALL TERMINATE SPARE[(2)PC1B]CABLE FOR FUTURE INSTRUMENTS V •• AT TERMINAL JUNCTION BOX(POWER). Cl CI�, PRELIMINARY-NOT FOR CONSTRUCTION ,�R�D N F,� LLI ORD _ --._-- �� Fn Q °w+DGP DATE: MARCH 2018 pRol NAME: SHEET TYRE: sNEEr 201 288 DOYG Y �B,�E. d `� �+ s E610MINNIMMI CLEAN WATER SERVICES ELECTRICAL Did" ��XE S�g THIS BAR IS ONE INCH �\ ADT o s C ROT CADS* E610.dwg WHEN DRAWING IS FULL aeanWatr Services BLACK&VEATCH DURHAM AWWTF CIRCUIT/RACEWAY °"'� 3/14/18 E610 9� fR B. 6 SCALE. our eemmttm�ns h slur, SECONDARY TREATMENT SYSTEM BLOCK DIAGRAM PLC Ak JI . BAIT SCALE: NOT TO SCALE EXPANSION PROJECT AERATION BASIN NO.5 6757 !EXPIRATION��` 6,nz°,ei LLS REV M DATE DRN Appy DESORPTION 2550 SW Hisboro Hwy. Hillsboro,Oregon 97123-9379 PROD/C ENGR STAMP FIELD EQUIPMENT ROUTING EQUIPMENT SOURCE r,/ /S-320FIT1305/ 3/4'C[Al] (Al]NOTE 2 /P-320FIT1305/ 3M"C[PC1B] ( EXISTING 320FIT1305 /j FLOW TRANSMITTER FIT 1P-20A d - [PCIB]NOTE 3 I JUNCTION PEPS MODIFICATIONS EXISTING 120V PANEL BOX ( ) 08LCP00404 3/4•C[MSC] ' 1 320FIT1305-DIS (NOTE 4)PULLBOX (NOTE 4) (NOTE 7) NOTE 7 I r320FE1305 1 FE ' FLOW ELEMENT PEPS MODIFICATIONS I / 7C-320FCV1305 73/4"C[CC3] [CC3]NOTE 2 r,/ /s-320FCV1305/ 1"C(A21 [A2]NOTE 2 I 7P-320FCV13057 3/4"C[PC1A] MOTORIZED 3P 76A — EXISTING 320FCV1305 ACTUATOR MOV PC1A]NOTE 3 OBNOTE PULLBOX9501 MODIFICATIONS ) 8 t 320FCV1305-DISI X (NOTE 8) (NOTE 8) EXISTING UNIT SUBSTATION XX CABLE TRAY I _ NOTE 5,6 NOTE 6 960LCP3401 UNIT SUBSTATION = 410MH3402 (NOTE 6)2"C XX (NOTE 5) (NOTE 5) I UNIT SUBSTATION XX P-960MCC3401A NOTE 5[(3)PC11] (NOTE 5) I -__ / /13-960MCC3401A (3)4"C[(3)PC11] [(3)PC11j NOTE 2 410MH3401 [(3)PC11]NOTE 2 (NOTE 5) I / �P-960MCC3401B/ (3)4"C[(3)PC11j ( 960MCC3401 I - P-960MCC3401B NOTE 5[(3)PC11] EXISTING POLE BARN BUILDING — — — GENERAL NOTES: _ POWERED FROM 480V POWER PANEL 1. SEE DRAWINGS E001,E002,AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS 960PP3402 AND NOTES. 120V LIGHTING PANEL LP CKT.2,4,6 2. CONTRACTOR SHALL ROUTE POWER AND CONTROL CABLE FROM CABLE TRAY TO MCC 1 960PP3402 j AND PLC VIA FLOOR PENETRATIONS. P-POLEBARN 3. CONTRACTOR SHALL ROUTE POWER CABLE FROM CABLE TRAY TO POWER PANELS 3"C[Pm] / 2-t/2 C[PC7j o AND LIGHTING PANELS VIA CONDUIT NIPPLES AND GUTTER.SEE DETAIL 1 ON DRAWING \ EP503 FOR ADDITIONAL DETAILS. I i 120V TRANSFORMER XFMR 3'C[PC7] I 7 P-POLEBARN-7 2-1/2"C[PC71 4. CONTRACTOR SHALL FIELD VERIFY ROUTING OF EXISTING 120V CABLES FROM EXISTING PULL BOXES TO EXISTING LIGHTING PANELS IN PEPS ELECTRICAL ROOM.CONTRACTOR SHALL VERIFY TERMINATION OF 120 V CIRCUITS AT EITHER PANEL 08PP99501 OR 081P99501.CONTRACTOR SHALL PROVIDE 120V POWER TO 320FIT1305 USING EXISTING CABLE. NOTE 7 5. UNIT SUBSTATION XX,MANHOLE 410MH3402 AND POWER AND CONTROL CONDUIT BETWEEN UNIT HEATER#1 HEATER#1 d I SUBSTATION XX AND MANHOLES 410MH3401 AND 410MH3402 SHALL BE PROVIDED AND INSTALLED BY THE OWNER(CWS). m 6. THE OWNER(CWS)SHALL PROVIDE AND INSTALL ETHERNET CABLES BETWEEN 960LCP3401 a NOTE 7 AND THE UNIT SUBSTATION XX. •rn; HEATER#2 v m HEATER#2 I I 7. CONTRACTOR SHALL REUSE EXISTING CONDUIT AND CABLE TO POWER THE EXISTING HEATERS m FROM THE NEW 480V PANELBOARD.SPLICES SHALL NOT BE PERMITTED FOR 480V CABLE. s- oNOTE 7 8. CONTRACTOR SHALL FIELD VERIFY ROUTING OF EXISTING CONTROL CABLES FROM EXISTING HEATER#3 HEATER#3 PULL BOXES TO EXISTING PANEL 08LCP00404 IN PEPS ELECTRICAL ROOM.CONTRACTOR SHALL I I I CONNECT 320F11-1305 AND 320FCV1305 TO LCP USING EXISTING CABLE. CV 01 LO 9. CONTRACTOR SHALL FIELD VERIFY ROUTING OF EXISTING 480V POWER CABLES FROM EXISTING 6i w NOTE 7 o I PULL BOX TO EXISTING SPARE BREAKER IN 480V MCC 08MCC99501 IN PEPS ELECTRICAL ROOM. HEATER#4 HEATER#4 CONTRACTOR SHALL PROVIDE 480V POWER TO 320FCV1305 USING EXISTING CABLE. �M OIC °ol PRELIMINARY-NOT FOR CONSTRUCTION �•��o PNe''). v ��INfF i > aR DGP DATE: MARCH 2018 PROJ NAME: SHEET TITLE SHAT:202 288 DWG �E'P -• 1 sig o EGON �' s awGx E611 CLEAN WATER SERVICES ELECTRICAL DoT DIS $�X THIS BAR IS ONE INCH /�v�� ��yy� �+ — DURHAM AWWTF CIRCUIT/RACEWAY DATE: 3/14/18 9� �sER e. cHKRDT CADFiEx E871. Caen lYVmmtt Services BLACK&VEATCH P WHEN DRAWING IS FULL E611 SCALE. — Ow commitment!�Our. SECONDARY TREATMENT SYSTEM BLOCK DIAGRAM PLCtA dant ' $ BAIT Scale NOT TO SCALE EXPANSION PROJECT cws IEXPIRA➢ON DATE; 6/30/20181 u o REV# DATE DM APPD DESCRIPTION 2550 SW Hillsboro H . Hillsboro,Oregon 97123-9379 -- —. — _._.. PRQI#:6757 ENOR STAMP: FIELD EQUIPMENT ROUTING EQUIPMENT SOURCE I - 1410P1411-LCS C-410P1411 CABLE TRAY LOCAL CONTROL STATION LCS / �3/4"C[CC9] [CC9]NOTE 3 I i, C-410P1411A 3/4"C[CC3] 960MCC3401 N 410P141I [CATS]NOTE 2 410P1411 1 7.5 \ 3P-30A \- I 410P1411-DIS [PCV11 NOTE 3 I NRD PUMP NO.1 960MCC3401 SECTION 3F P-410P1411 1-1/4"C[PCV1] I 960LCP3401 410P1412-LCS LCS / � C-410P1412 �314"C[CC9] [CC9]NOTE 3 LOCAL CONTROL STATION e/ /N-410P1412 / [CAT6]NOTE 2 L410P1412 1 9 /C-410P1412A/ 314"C[CC3) 3P-30A I 410P1412-DIS I [PCVI]NOTE 3 NRD PUMP NO.2 7.5 960MCC3401 SECTION 13F P-410P1412 J1-114"C[PCV1] / /S-410FIT1410/ 3/4"C[Al] [Al]NOTE 3 I410FIT1410 d /P-410FIT1410/ 3/4"C[PC1B] 1P-20A [PC1B]NOTE 4 960LP3401 FLOW TRANSMITTER HT — I 960LP3401 CKT.17 \ 1410F1T1410-DIS I l / /S-410FIT1305/ 3/4"C[Al] [Al]NOTE 2 6 1 P-410FIT1305/ 3/4"C[PC1B] 410FIT1305 1P-20A [PC1B]NOTE 3 960LCP3401 e FLOW TRANSMITTER FR 1 960LP3401 CKT.1 0 3/4"C[MSC] 410F1T1305-DISJ 410FE1305 J FE I FLOW ELEMENT / /5.410FIT1550/ 3/4"C[Al] [Al]NOTE 2 1 1 P-410F1T1550/ 3/4"C[PC1B] 410FIT1550 I FLOW TRANSMITTER FIT 6 1P-20A I [PC1B]NOTE 3 960LP3401 CKT.2 / o 3/4•O[MSC] H 410FIT1550-DISI 410FE1550 FLOW ELEMENT FE • C 410FCV1554 3/4"C[CC3] [CC31 NOTE 2 1 r z /s-410FCV1554/ 1"C[A2] [A2]NOTE 2 ts �P 410FCV1554 3/4"C[PCIA] �• 410FCV1554 3 3P-16A [PC1A]NOTE 3 960PP3401 Ivo MOTORIZED VALVE MOVj ••iv m 960PP3401 CKT.14,16,18 -o 410FCV1554 DIS GENERAL NOTES: Ico,sg §1,-, I 1. SEE DRAWINGS E001,E002,AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS AND NOTES. N ,�yt 2. CONTRACTOR SHALL ROUTE CABLE IN CABLE TRENCH LOCATED BETWEEN 960LCP3401 AND 960MCC3401. Q N W .6icr,0 3. CONTRACTOR SHALL ROUTE POWER AND CONTROL CABLE FROM CABLE TRAY TO MCC .cc:i AND PLC VIA FLOOR PENETRATIONS. <w 4. CONTRACTOR SHALL ROUTE POWER CABLE FROM CABLE TRAY TO POWER PANELS 0 0 AND LIGHTING PANELS VIA CONDUIT NIPPLES AND GUTTER.SEE DETAIL 1 ON DRAWING REo PRaa oI PRELIMINARY-NOT FOR CONSTRUCTION EP503 FOR ADDITIONAL DETAILS. Fes, -c, Nf w me 203 288 sse�eaE. -- (� CGP �� MARCH aawwut�: *rnIE ELECTRICAL sheer owmte 11 s[9 �� CLEANDURHAM ASWWTFCES CIRCUIT/RACEWAYPLOT D[' `BX t. P .KRS .. 012 THIS BAR IS ONE INCH . 3/14/16 v o fo EcoNo, ...RN ..x E612.dwg WHEN DRAWING IS FULL $fl i Services O BLACK&VEATCH SECONDARY TREATMENT SYSTEM E6 Z RE1v��t s t� $ SCALE. Ow eemmlem�et l�slur. BLOCK DIAGRAM PLC I _ NRD PUMPS/GALLERY E%RA00N DATE 6 33G/2a,e QQ AJT a NOT TO SCALE S �� wa nrro 2550 SW H born Hwy. HbbOro,Oregon 911239379 EXPANSION PROJECT raolg w�srntr 6757 FIELD EQUIPMENT ( ROUTING EQUIPMENT SOURCE Ii C-420ZS1805 420ZS1805 �3/4"C[CC3] POSITION SWITCH ZS C-420FV1805/ CABLE TRAY I 420FV1805 3/4"C[CC3] SPRAY WATER VALVE FV I CONDUIT TAG NOTE 1 420CD1805-LCS LCS C-420CD1805 1-1/4'C[CC19] PULL BOPULL O [CC19]NOTE 3 I (DIGITAL) __ (DIGITAL) LOCAL CONTROL STATION420P83402 420P83405 960MCC3401 / _ — I 7 C-420CD1805 [CC12]NOTE 2 960LCP3402 /P-420CD1805 / 3/4"C[PC1A] 420CD1805 3P-30A PULL BOX PULL BOX [PCIA]NOTE 3 CLARIFIER DRIVE O o (POWER) o (POWER) 960MCC3401 SECTION 15J \ 420PB3401 420PB3404 420CDf805-DIS J 1 \ /P-420CD1805 7 420NSH1805 a /C-420NSH1605/ 3/4"C[CCS] NSH— 3/4'C[PC1A] I TORQUE SWITCH b C•420NSHH1805 3/4"C[CC3] 42ONSHH1805 TORQUE SWITCH NSHH / I I V C-420MSH1805/3/4"C[CC3] 420MHS1805 MOTOR HEATER SPACE MHS I 11 , I I 3 I GENERAL NOTES: °r°o? ( 1. SEE DRAWINGS E001,E002,AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS 0 CONDUIT TAG NOTES: AND NOTES, yQ 1. 2. CONTRACTOR SHALL ROUTE CABLE IN CABLE TRENCH LOCATED BETWEEN 960LCP3402 � ti �C 420CD1805 AND 960MCC3401. �lw /C-420P2101 / 2"C[(3)CC19] ' 3. CONTRACTOR SHALL ROUTE POWER AND CONTROL CABLE FROM CABLE TRAY TO MCC co �C 420P2102 I AND PLC VIA FLOOR PENETRATIONS. o, PRELIMINARY-NOT FOR CONSTRUCTION S���D i Nees., dSGP MARCH 2O18 sHEErrR_E: SHEET:204 OR 288 OWGR „�/sig E613 THIS BAR INCH CLEAN WATER SERVICES ELECTRICAL 3/14/18 �. OREGONti P cT i DURHAM AWWTF CIRCUIT/RACEWAY 4,9E-8 a. CHwRDT cAOFLE>k E613. WHEN DRAWING IS FULL CkanWate erviCes © BLACK&VEATCH E613 �— ' 9 — SECONDARY TREATMENT SYSTEM —"Es SCALE. Ove lornenlsm�n�le Ilion BLOCK DIAGRAM PLC ie ffi APPDAJT SCAlE NOT TO SCALE EXPANSION PROJECT SECONDARY CLARIFIER NO.5 IEX%�noNDATE 6/'°/2°'81 a REV it DATE DRN Appy CESCRPTON 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 6757 ENOR STAMP: FIELD EQUIPMENT ROUTING EQUIPMENT SOURCE I /C-420CD1805/1I I / [MW] / C-420P2101 2"C[(3)CC19] CABLE TRAY 420P2101-LCS / C-420P2101 PULL BOX / 21� / PULL BOX / LCS / 1-1/4'C[CC19] (DIGITAL)) o (DIGITAL) [CC19]NOTE 3 LOCAL CONTROL STATION 420P83402 465PB3405 Ir 420P2101R"I ] / P 420P2101/ 3/4"C[PC1A] 960MCC3401 / /C-420p101 / [CC9]NOTE 2 SCUM PUMP NO.1 5 3P-30A [PC1A]NOTE 3 960MCC3401 SECTION 4J I 420TSH2101 TEMPERATURE SWITCH TSH— 420P2101-DIS 960LCP3402 420MSH2101 I MSH MOISTURE SWITCH I AMIZZEW LCS 420P2102-LCS / C-420P2102/ 1-1/4"C[CC19] /2P C2[PC1A]2 / [CC19]NOTE 3 2"C[PC1A] I LOCAL CONTROL STATION 420P2102 ® P 420P2102 3/4"C[PC1A] PULL BOX / P-420P2101 /0 / /C-420P2102 / [CC9]NOTE 2 SCUM PUMP NO.2 / / [ PULL BOX [PC1A]NOTE 3 3P-30A P 420P2102 2"C PC1A] 960MCC3401 SECTION 10M \ 420P2102 DIS /P 420SA1805 420PB3401 d 40 2(POWER) 1 420TSH2102 TSH— TEMPERATURE SWITCH I / 420MSH2102 MSH— /960LP3402-13/ 2"C[(3)CC19] MOISTURE SWITCH /96oLP3402-14/ I IS-420LT2101 2"C[A1] /S-420LT2101/ 3/4"C[All PULL BOX PULL BOX Al NOTE 3 420LT2101 I LT (ANALOG) — (POWER) [ ] 960LCP3401 LEVEL ELEMENT 1 420PB3403 465PB3406 1420SA1805 e/ [PC1Bj NOTE 4/P-42oSA1805/ 2"C[PCIB] 960LP3401 SAMPLE SHACK 960LP3401 CKT.30 I 1 w GENERAL NOTES: F 1. SEE DRAWINGS E001,E002,AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS AND NOTES. � `•*.E -ap g 2. CONTRACTOR SHALL ROUTE CABLE IN CABLE TRENCH LOCATED BETWEEN 960LCP3402 GA AND 960MCC3401. N. I cl— 3. CONTRACTOR SHALL ROUTE POWER AND CONTROL CABLE FROM CABLE TRAY TO MCC 'Orli � AND PLC VIA FLOOR PENETRATIONS. 'nW ccm 4. CONTRACTOR SHALL ROUTE POWER CABLE FROM CABLE TRAY TO POWER PANELS AND 11§§. LIGHTING PANELS VIA CONDUIT NIPPLES AND GUTTER.SEE DETAIL 1 ON DRAWING EP503 FOR ADDITIONAL DETAILS. oI PRELIMINARY-NOT FOR CONSTRUCTION �.' ,c,;Na`3%. p�'DGP DAISMARCH 2016 PROD NAME: SHEET TIRE: SHEET:205 of 288 DWG* a"V�S`9 -d va, immonw CLEAN WATER SERVICES ELECTRICAL ��° $OREGON KRS 1k E614 THIS BAR IS ONE INCH q OT 3/14/18 -,T `F 10 $ DURHAM AWWTF CIRCUIT/RACEWAY GATE: 4BfR B. C E614.dwg a+ anWmP Services - BLACK&VEATCH E614 P JAWS RDT CAD"-EC WHEN DRAWING IS FULL SECONDARY TREATMENT SYSTEM SCALE. 8�r oammltmoel II elor, BLOCK DIAGRAM PL°�e aPixarioN DATE 6/30/2018 g APIXAJT sr c NOT TO SCALE 2550 SWHisboo Hillsboro, EXPANSION PROJECT SCUM PUMPS cws 6757 1 1 uC BEVY DATE WIN APPD OESCRPTONHwy. Oregon 971239379 PROJY: ENGR STAMP: FIELD EQUIPMENT ROUTING EQUIPMENT SOURCE I CABLE TRAY LOCAL CONTROL STATION LCS / / C-465P1901 / 3/4"C[CC9] [CCM NOTE 3 ', C-465P1901A 3/4"C[CC3] z /N-465P1901 / [CAT6]NOTE 2 I 1465131901J O 3P 60A 485P1901-DIS [PCV6]NOTE 3 465P1901-VFD RAS PUMP NO.1 960MCC3401 SECTION 3M P 465P1901 2"C[PCV6] 960MCC3401 960LCP3401 I I 465P1902-LCS LCS C/ 465P1902 /3!4"C[CC9] [CC9]NOTE 3 LOCAL CONTROL STATION I /N-465P1902 / (CAT6]NOTE 2 /C-465P1902A/ 3/4"C[CC3] 465P1902 RAS PUMP NO.2 30 465P1902-DIS 3P 60A P-465P1902 2'C[PCV6] [PCV1]NOTE 3 465P1902-VFD 960MCC3401 SECTION 13M \ CONDUIT TAG NOTE 1 /3 465FIT1900/ 3/4"C(Al) TERMINAL A1) JU JUNCTION BOX I (A25)NOTE 3 (ANALOG) 410TJB3401 465FTT1900 /P-465FIT1900/ 3/4"C[PC1B] II FLOW TRANSMITTER FIT ( 1P-20A/ [PC16]NOTE 4 960LP3401 CKT.20 FIT 0 3/4"C(MSC) \ 1465FIT1900-DIS 465FE1900 FE I FLOW ELEMENT z /s-42oA1n8o5/ 1-1/4'C(Aa] I I 111 I420AIT1805 CHEMSCAN ANALYZER AIT 1P-20A /P-420AIT1605/3/4"C[PCIS] I [PC1B]NOTE 4 960LP3401 CKT.19 (NOTE 6) \ 420AIT1605-DISI IGENERAL NOTES: 1. SEE DRAWINGS E001,E002,AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS m AND NOTES. 1111 2. CONTRACTOR SHALL ROUTE CABLE IN CABLE TRENCH LOCATED BETWEEN 960LCP3401 i o AND 960MCC3401. coo;E `- E 3. CONTRACTOR SHALL ROUTE POWER AND CONTROL CABLE FROM CABLE TRAY TO MCC r AND PLC VIA FLOOR PENETRATIONS. CONDUIT TAG NOTES:_-- ------ 4. CONTRACTOR SHALL ROUTE POWER CABLE FROM CABLE TRAY TO POWER PANELS co v T' 1. AND LIGHTING PANELS VIA CONDUIT NIPPLES AND GUTTER.SEE DETAIL 1 ON DRAWING rn,0 W /S-420AR1605//s- sa.TT2000/ EP503 FOR ADDITIONAL DETAILS. O 8 /5 465FTf1900//S-465FTf1805/ 2"C[A25](NOTE 5) 5. CONTRACTOR SHALL TERMINATE SPARE ANALOG CABLE FOR FUTURE INSTRUMENTS AT 410TJB3401. I(SRI /S-465FIT2000//5-465TIT5005/ 0 o W u) 6. CHEMSCAN ANALYZER CONTAINS THE FOLLOWING INSTRUMENTS:420AE1805A,420AE1805B, ,¢ 420AE1805C AND SEE CHEMSCAN SPECIFICATION FOR ADDITIONAL DETAILS. PRq °o, PRELIMINARY-NOT FOR CONSTRUCTION �.,,` c,I N4-,, 4 P -dOGP :ORO MARCH 2016mi. PROD NAME: SHEET TfITE: SHEET:206�'288 DWG* 85878PE. `� TKRs Es15 CLEAN WATER SERVICES ELECTRICAL PLDT Di ���S]g., THIS BAR Is ONE INCH DURHAM AWWTF CIRCUIT/RACEWAY MBER8,' WHEN DRAWING I FULL CIeanVv to Services �� 3/14/18 E615 9-v c.RDT CAD PIED E615. � BLACK&VEATCH P dnn�s 9 SECONDARY TREATMENT SYSTEM SCALE. Ore eommlamont It also, BLOCK DIAGRAM PLCS AWAIT sDa� NOT TO SCALE EXPANSION PROJECT RAS PUMPS cw- I EXPIRATION DATE: 6/30/20181 LLo PEVA' DATE DEN APPD DESCRPT10N 2550 SW Hillsboro H . Hillsboro Oregon 97123-9379 -- pR*6757 E, STAMP: FIELD EQUIPMENT ROUTING EQUIPMENT SOURCE CABLE TRAY 465P2001 / P-465P2001/ 1-1/2"C IPCV3] ( 1 [PCV4]NOTE 3 WAS PUMP NO96SECTION 44F 15 ° 3P-30A - 465P2001-DIS 1 m /C-465P2001A / 3/4"C[CC3] j960MCC3401 I / / N-465P2001 / [CATS]NOTE 2 465P2001--LCs / C gggp2001 / 1-1/2°c[cels] LOCAL CONTROL STATION LCS / ICC191 NOTE 3 I 465TSH2O01 I TEMPERATURE SWITCHTSH /C 465TSH2O01/ 3/4'C[CC3] /C-465PSH2O01/ 3/4"C[CC3] o 465PSH2001 PSH HIGH DISCHARGE PRESSURE 960LCP3401 I 465P2002 '' / P 465P2002/ 1-1/2`C[PCV3] // [PCV3]NOTE 3 WAS PUMP NO.2 15 3P-30A " !-- - / 960MCC3401 SECTION 14F -"---- 465P2002-DIS ® /C-465P2002A / 3/4"C[CC3] /N-465P2002 / [CATS]NOTE 2 485P2002-LCs /C-465P2002 / 1-1/2"C ICC19] tCC19]NOTE 3 LOCAL CONTROL STATION LCS -! 465TSH2O02 TSH o /C-465TSH2O02/ 3/4"C[CC3] TEMPERATURE SWITCH /C-465PSH2002/ 3/4"C[CC3] 1465PSH2002j i HIGH DISCHARGE PRESSURE PSH CONDUIT TAG NOTE 1 TERMINAL /S-465AIT2000/ 314"C[A1] JUNCTION BOX; (ANALOG) j I 465AIT2000P 465A1T2000 314"C[PC1B] 410TJB3401 ! TSS ANALYZER AR 1P-20A I [PC1B]NOTE 4 960LP3401 CKT.22 II \ - \ I465AIT2000-DIS 960LP3401 7 /S-465FIT2000/ 3/4"C[A1] �� II r465FIT2000P 4B5FIT2� 314"C[PC1 B] FLOW TRANSMITTER FR 7-1P-20A I [PC1B]NOTE 4 960LP3401 CKT.24 465FE20001 a---- 3/4"C[MSC] \ f 465FIT2000-DIS FLOW ELEMENT FE GENERAL NOTES: 1. SEE DRAWINGS E001,E002,AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS AND NOTES. ligg d;o� 2. CONTRACTOR SHALL ROUTE CABLE IN CABLE TRENCH LOCATED BETWEEN 960LCP3401 cD of AND 960MCC3401. `-.0rn N.5 3. CONTRACTOR SHALL ROUTE POWER AND CONTROL CABLE FROM CABLE TRAY TO MCC I$ AND PLC VIA FLOOR PENETRATIONS. - •c CONDUIT TAG NOTES: N N - 4. CONTRACTOR SHALL ROUTE POWER CABLE FROM CABLE TRAY TO POWER PANELS D,Mw 1. AND LIGHTING PANELS VIA CONDUIT NIPPLES AND GUTTER.SEE DETAIL 1 ON DRAWING o /s a2oAITleos//S-465AIT2000/ I EP503 FOR ADDITIONAL DETAILS. LD a j5FIT jjSS 2"C[A25](NOTE 5) 5. CONTRACTOR SHALL TERMINATE SPARE ANALOG CABLE FOR FUTURE INSTRUMENTS AT TERMINAL JUNCTION BOX(ANALOG)410TJB3401. CI I< PRELIMINARY-NOT FOR CONSTRUCTION ��F°PROFFs oma' NFT i. j DRN:DGP ORKi SHEET:207 Of:288 DWG* " CJ[A -d Q -_ _ DATE; MARCH 2018 _ �- - PROJ NAM: SHEET TELE 85838P.'1' DSMKRS DWG* E616 CLEAN WATER SERVICES ELECTRICAL - DI - �; -� ;�,;,- rHls BAR IS ONE INCH - DURHAM AWWTF CIRCUIT/RACEWAY a° 3/14/18 9<f�e ° CPRRDT CAD E616.dwg WHEN DRAWING IS FULL 11YVid➢6rZ1VlC�8 BLACK&VEATCH E616 �P fR 8• ' m. SCALE. 6sr eammttmaRt Ii slur. SECONDARY TREATMENT SYSTEM BLOCK DIAGRAM PLC* daMEs WAS PUMPS EXPIRATION DAM ,o NPDAJT SCALE: NOT TO SCALE 97123-9379 EXPANSION PROJECT 6757 EHORsrAnr po/zoie! REVS DATE DRN APPD pESCRprpH 2550 SW Hillsboro Hillsboro,Oregon I I FIELD EQUIPMENT ROUTING EQUIPMENT SOURCE I S-425LIT1811 //} } 2"C[A4] CABLE TRAY S 425LIT7810/ 3/4"C[A1] r PULL(ANALOG)X �Sd25LR1810/ Q [Al]NOTE 2 425LIT1810 P-425LIT1810 3l4"C[PC18] LEVEL TRANSMITTER ® �1P-20A [PCI B]NOTE 3 960LP3401 CKT.28 960LP3401 IL425LE181001 "" 3/4"C[MSC] 425LIT1810-DIS 960LCP3401I LEVEL ELEMENT 181 [A1]NOTE 2 I – 6 S-425LR1811/ 3/4"C[Al] 1 1 r 425LIT1811 /P-425LIT1811/ 3/4"C[PC 1B] I j LEVEL TRANSMITTER LIT 1P-20A / I 960LP3401 CKT.42 – I 425LE1811 [PC16]NOTE 3 3!4"C[MSC] \ 1425LIT1811-DISI LEVEL ELEMENT LE 960LCP3402 I / /C-425Fcv1810/3/4"C[CC3] PULL x /G425FCV7810/ 2"C(CCM [CC3]NOTE 2 1 1 1 1 (DIGITAL)soo --______ / /S-425FCV1810/ 1°C[A2] S 425PB3402 [A2]NOTE 2 /P-425FCV1810/ 3/4'C[PC1A] — P-425LIT1811/ 2"C[(2)PC1B] II J 3P 16A d PULL BOX /P 425LfT1810/ IO ] 425FCV1810 (POWER) dd [PC1A]NOTE 3 MOTOR OPERATED GATE MOV I 0 960PP3401 960PP3401 CKTS.32,34,36 \ 425PB3401 /P 425FCV1810/ 2"C[PC1Aj I425FCV1810-DISI o I 1 I . I h 2 �o? GENERAL NOTES: r 1. SEE DRAWINGS E001,E002,AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS AND NOTES. ro 2. CONTRACTOR SHALL ROUTE POWER AND CONTROL CABLE FROM CABLE TRAY TO MCC (Al co w AND PLC VIA FLOOR PENETRATIONS. I . CONTRACTOR SHALL ROUTE LE FROM CABLE Y TO ER PANELS O" 3. AND LIGHTING PANELS VIA CONDUIT NPPL S AND GUTTER.EE DETAILJ1 ON DRAWING oar EP503 FOR ADDITIONAL DETAILS. CI oI PRELIMINARY-NOT FOR CONSTRUCTION cREo PRopes 5 s > DRN DQP �; : MARCH 2018 CLEAN WATER SERVICES SHEET TELE ��851 N P _ .� SHEEP 208 288 DWG#: IIS SI 0 EON D +KRs DW" E617 THIS BAR IS ONE INCH �j� cx�y,, c_�. DURHAM AWWTF ELECTRICAL PLOT 3/14/1& DI 9 mem' CAD EWA E617.dwg WHEN DRAWING IS FULL Clean at .7�ic1s ©"BLACK&VEATCH CIRCUIT/RACEWAY °^�° E617 BFR e P SCALE. Che SOMMlemflnE li glen SECONDARY TREATMENT SYSTEM BLOCK DIAGRAM PLCIt JAMES I N EXPANSION PROJECT IE%PIBAnoN DATE: 6/30/10181 gAJT : NOT TO SCALE 6757 00 -BEVY DATE DRN Hato DESCRPfUN 2550 SWHlseaoHwy. H"llsban,Oregon 971239379 SE COLLECTION STRUCTURE cws PROD#: ENDR STAMP FIELD EQUIPMENT ROUTING EQUIPMENT SOURCE I 470PSL8101I PSL CABLE TRAY LOW PRESSURE o /C-470PSL8101/ 3/4"C[CC3] I 470P8101-LCS1 LOCAL CONTROL STATION LCS C-470P8101 2"C[CC19] i (CC19 NOTE 3 // P-470P8101/ 1-1/2°C[PC6] / /C-470P8101 / [CC12]NOTE 2 1960LCP3402 DRAINAGE PUMP 1 O 3P-100A d/ pa]NOTE 3 960MCC3401 SECTION 2K ` \ 1470P8101-DIS 960MCC3401 i1470PSL8102� LOW PRESSURE PSL o /6-470PSL81027 3/4"C(CC3] 470P8102-LCSJ LOCAL CONTROL STATION LCS /C-470P8102 7 2"C[CC19] [CC19]NOTE 3 9 /C-470P8102A/3/4"C[CC3] N-470P8102 (CAT6]NOTE 2 960LCP3401 470P8102 O 3P.30A 470P8102-0IS 1 [PCV1]NOTE 3 I DRAINAGE PUMP 2 960MCC3401 SECTION 11M P-470P8102 1-1{4"C[PCV1] I I II ay O! i ..4:. I <`<-9-N GENERAL NOTES: co..'4:N m 1. SEE DRAWINGS E001,E002,AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS AND NOTES. NQ 2. CONTRACTOR SHALL ROUTE CABLE IN CABLE TRENCH LOCATED BETWEEN 960LCP3401/960LCP3402 AND 960MCC3401. rn NNS 0)IOw 3. CONTRACTOR SHALL ROUTE POWER AND CONTROL CABLE FROM CABLE TRAY TO MCC Ill0o AND PLC VIA FLOOR PENETRATIONS. <ui CI°, PREL_IMINARY-NOT FOR CONSTRUCTION RED PRpre ss 0ORIG > °Rr+OGP once: MARCH 2018 PRW NAME SHEETrfRE: �''�esea Pc Fn isNEFr 209 of 288 DWG J `d �' CLEAN WATER SERVICES ELECTRICAL DIS allXE SN °aWIfftS °W" E618 THIS BAR IS ONE INCH �y ���j,� w or ,,,� WHEN DRAWING IS FULL ule'anWate Sr,ices Q BLACK&VEATCH DURHAM AWWTF CIRCUIT/RACEWAY °" ` 3l14/1a E618 9' h"eER 8' P c RDT CAD FLEW E618.dwg SECONDARY TREATMENT SYSTEM JAMES' SCALE. bre oommltment b elan, BLOCK DIAGRAM �C� xP,annoe DATE. 6/30/2018 nvPo:AJT scniE NOT TO SCALE EXPANSION PROJECT DRAINAGE PUMPS cws 6757 [ ] �O REV p DATE DRN MPD pESCRPfDN 2550 SW H' born Hwy. Hillsboro,Oregon 97123-9379 _ Pltai# ENGR STAMP: 111 FIELD EQUIPMENT ROUTING EQUIPMENT SOURCE I ICABLE TRAY I465P1903-LCS.1 LCS r / C-485P1903 1'C[CC9] [CC9]NOTE 3 LOCAL CONTROL STATION a /C 4ssP1903A/ 3/4"C[CC3] 960MCC3401 0/ /N-465P1903 / [CAT6]NOTE 2 I 465P1903/ O 3P-30A - 465P1903-DIS [PCV2]NOTE 3 RAS SIDESTREAM PUMP NO.1 960MCC3401 SECTION 5F P 485P,903 1-1/4'C[PCV1] 960LCP3401 I 1 I 465P1904-LCS LCS / C-465P1904 1"C[CC9] [CC9]NOTE 3 LOCAL CONTROL STATION 9 /C-465P1904A/ 3/4"C[CC3] N-465P1904 / [CATB]NOTE 2 485P1904 5 3P 30A 465P1904 DIS [PCV2]NOTE 3 RAS SIDESTREAM PUMP NO.2 960MCC3401 SECTION 15F P 465P1904 1-114'C[PCV7] I --5-465FIT1905 3/4"C[Ai] it � CONDUIT TAG NOTE 1 r TERMINAL JUNCTION BOX (ANALOG) 1 465FIT1905 1 ��P 465FfT1905� 3/4'C[PC16] 465TJB3401 - FLOW TRANSMITT P- I 960LP3401 CKT TER FIT o 3/4'C 'SCA \ 465Fff1905 DIS - [PCI B]NOTE 4 9601P3401 [MSC) FE 465FE1905 rFLOW ELEMENT �/ [PC1A] 465HOIST1901 9P P-465HOIST1901 3/4"C PC1A ' [PC,A]NOTE 4 960PP3402 MONORAIL HOIST 465HOIST,9o,-DIS J 960PP3402 CKT.7,9,11 I r GENERAL NOTES: y Q.3 1. SEE DRAWINGS E001,E002,AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS AND NOTES. 0 I� 2. CONTRACTOR SHALL ROUTE CABLE IN CABLE TRENCH LOCATED BETWEEN 960LCP3401 co aim AND 960MCC3401. 'F-301 I3. CONTRACTOR SHALL ROUTE POWER AND CONTROL CABLE FROM CABLE TRAY TO MCC CONDUIT TAG NOTES: PLC VIA FLOOR PENETRATIONS. -co. CV 1. � 4. CONTRACTOR SHALL ROUTE POWER CABLE FROM CABLE TRAY TO POWER PANELS co �n w /S 420AIT18o5//S 465AIT2000 AND LIGHTING PANELS VIA CONDUIT NIPPLES AND GUTTER.SEE DETAIL 1 ON DRAWING IIp i /S-465FIT1900//S-465FIT1905/ 2"C[A25)(NOTE 5) I EP503 FOR ADDITIONAL DETAILS. o el /S 465FIT2000//s-465 Tr5005 5. CONTRACTOR SHALL TERMINATE SPARE ANALOG CABLE FOR FUTURE INSTRUMENTS AT o� 410TJB3401. °°, PRELIMINARY-NOT FOR CONSTRUCTION �REo PR�F�s W (OM �5t`sG 1 Nee i,o�1)GP DATE: MARCH2D16 — PROJNgME: SHEET TITLE: SHEET: 85838PE. co mimmime DSH: CLEAN WATER SERVICES ELECTRICAL 210 OR 288 DWG Die' 1'IY sig -a KRS +� E619 THIS BAR IS ONE INCH 0 0 EGON GK:RDT cADp�E« E619.dwg WHEN DRAWING IS FULL SVVs{LTrr SerV1C El BLACK&VEATCH DURHAM AWWTF CIRCUIT/RACEWAY ons: 3!14/16 CG 9 '�i`VER 8.,,- P GV L �^ SCALE. Our aammlrmant Ir alar, SECONDARY TREATMENT SYSTEM BLOCK DIAGRAM PLC R. JAMES I APPD:AJT SCALE: NOT TO SCALE EXPANSION PROJECT RAS SIDESTREAM PUMPS 6757 X RAIN��: 6paizma vS REV# DATE DM APPD o€scpprpy 2550SWHisboroHwy. H'ibboro,Oregon 97123-9379 _ __— PRO.1�z E.GRsiar. II FIELD EQUIPMENT I ROUTING EQUIPMENT SOURCE I i 470P8104 TUNNEL SUMP PUMP NO.1 M ° /P-470P8104/ MSC CABLE TRAY 70,8104-LCS r / C-470P8104 /1"C[CC12] [CC12]NOTE 2 [CCI2]NOTE 2 TUNNEL SUMP PUMP LCS / P-470P8104A /3/4"C[PC1A] [PC1A]NOTE 3 1960,,3401 I I LOCAL CONTROL STATION 960PP3401 CKT.1,3,5 1960LCP3402I C 470,8105 /P-470P8105/ MSC TUNNEL SUMP PUMP NO.2 M II ° /C-470LSL8106/ 314"C[CC7] CABLE TRAY 470LSL8106 LSL— P 96DLCP3402A LEVEL SWITCH LOW [PC1A] I 470LSH8106 1 LSH [,CIA]NOTE 3 I LEVEL SWITCH HIGH 9601,3401 470LSHH81 OB LsHH— /P-�OLCP34026 J [PCI B] LEVEL SWITCH HIGH HIGH [PC1B]NOTE 3 I /P-960LCP3401A/ [PC1A] $ 1 465WHTR4201 2P 60A P 465WHTR4201 1'C[PC5Aj CIA]NOTE 3 WATER HEATER O [PC5A]NOTE 3 960LCP3401 960LP3401 CKT.27,29 I465WHTR4201-DIS z /P-960LCP3401B/ [PCI6] 111 [PCIB]NOTE 3 III II 1 I m m 5 ,-w GENERAL NOTES: a 1. SEE DRAWINGS E001,E002 AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS co II c p AND NOTES. 8? -114.A 2. CONTRACTOR SHALL ROUTE POWER AND CONTROL CABLE FROM CABLE TRAY TO MCC m g° AND PLC VIA FLOOR PENETRATIONS. rnmW N °r-'o 3. CONTRACTOR SHALL ROUTE POWER CABLE FROM CABLE TRAY TO POWER PANELS .O AND LIGHTING PANELS VIA CONDUIT NIPPLES AND GUTTER.SEE DETAIL 1 ON DRAWING EP503 FOR ADDITIONAL DETAILS. o�Po C3cI PRELIMINARY-NOT FOR CONSTRUCTION t'. PeofF ORN+DGP 2,7E: MARCH 2016II mennimmi PROD NAME: SHEET TRLE: s+x:Er.211 DF;288 DWG a: 4 a6aieR6, `� Eszo CLEAN WATER SERVICES ELECTRICAL DI. 411YE OM DURHAM AWWTF rriL 3/14/18 9 f4efR 8•I.p THIS BAR IS ONE INCH ��y�� SOT RDT CAD FEE* E620.dwg WHEN DRAWING IS FULL 1CSnWatel Services ©"BLACK&VEATCH CIRCUIT/RACEWAY E620 t SCALE. Ma aammltmant la alaan SECONDARY TREATMENT SYSTEM BLOCK DIAGRAM PLCiF JAMES AJT s NOT TO SCALE 2saoswH Hillsboro EXPANSION PROJECT PLUMBING cMs [ RAilONDATE. 6/3o/2°A 0 o REVS! DATE DRN APPD DESCRaapN Hwy. Hillsboro,Oregon 97123 9379 PRa x 6757 ENGR STAMP FIELD EQUIPMENT ROUTING EQUIPMENT SOURCE 111 CABLE TRAY /C-960ACU5001/3/4"C[CC3] I [CC3]NOTE 3 I960ACU5001' /P-960ACU5001 / 1•C(p�ypl PACKAGED AIR CONDITIONER AF1U / 3P 60A d [PC5A]NOTE 4 960PP3401 CKTS.8,10,12 960PP3401 960LCP3402 960TIC5001 IN ELECTRICAL ROOM T1960ACU5001-DIS TIC /C-960TIC5001/3/4"C[CC3] THERMOSTAT III 7- —_ — /N-465MAU5001 7 1•C[CATS] (CAT6]NOTE 3 �465MAU5001� LCS 96oLCP3401� [PCSA]NOTE 4 MAKEUP AIR UNIT 1980PP3402 960PP3402 CKTS.1,3,5 465P6601-LCS P-465MAU5001 / 1"C[PC5A] 960TIT5002 TIT /S 960Tff5002/3/4"C[Al] [Al]NOTE 3 ELECTRICAL ROOM - TEMPERATURE MONITORING 465TIT5005 ! TIT d/ /S-465TIT5005/3/4"C[Al] TERMINAL - — N TUNNEL TEMPERATURE JUN„ BOX MONITORING 410TJB3401 I - CONDUIT TAG NOTE 1 TRAP PRIMER / P-TPPI / 314•C[PC16] [PC1 B]NOTE 4 I i 960LP3401 CKT.34 I TPP-2 I / / P-TPP2 / 3/4"C[PCIB] [PC1 B]NOTE 4 I TRAP PRIMER I 960LP3401 CKT.36 TRAPTPPR M-3 ER / / R�P3 / 3/4'C[PC16] [PCI B]NOTE 4 960LP3401 CKT.40 I GENERAL NOTES: 1. SEE DRAWINGS E001,E002 AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS AND NOTES. Ng 2. CONTRACTOR SHALL ROUTE CABLE IN CABLE TRENCH LOCATED BETWEEN m 960LCP3401/960LCP3402 AND 960MCC3401. N CI 3. CONTRACTOR SHALL ROUTE POWER AND CONTROL CABLE FROM CABLE TRAY TO MCC 3 r_M CONDUIT TAG NOTES: AND PLC VIA FLOOR PENETRATIONS. 1.'v73 4. CONTRACTOR SHALL ROUTE POWER CABLE FROM CABLE TRAY TO POWER PANELS NI 1. AND LIGHTING PANELS VIA CONDUIT NIPPLES AND GUTTER.SEE DETAIL 1 ON DRAWING /s-420AIT1805//S-465/UT2000/ EP503 FOR ADDITIONAL DETAILS. O o /S-465FIT1900//5-465FIT1905/ , 2"C(A25](NOTE 5) o F /s-465Fm10oo //s 465TIT5005/ i 5. CONTRACTOR SHALL TERMINATE SPARE ANALOG CABLE FOR FUTURE INSTRUMENTS AT 410TJB3401. °I PRELIMINARY-NOT FOR CONSTRUCTION Eo aeoFFs > .44[FtS T° MARCH 2018co wommown -� �\�G N£�P/ -d ■�■. PROJ CLEANME: SHEET TITLE: 85838PE.�. SHEET:212 OF,288 Dm* O3N:KITS DWG* E621 THIS BAR IS ONE INCH �•ry_ S� _ WATER SERVICES ELECTRICAL 1�1 F i��E SN RDT DAD FLE*E621.dwg WHEN DRAWING IS FULL G7eanWabor Services Q BLACK&VEATCH DURHAM AWWTF CIRCUIT/RACEWAY °'E 3/14/18 E621 9�bP. eeR S.2��P p SCALE. ■ ■. 010 @ar mftmsnt la slur, SECONDARY TREATMENT SYSTEM BLOCK DIAGRAM PLC* JAMES ExtTON DAT: s APPA SCALE. 6757 T NOT TO SCALE REV$ DATE DEN APED DESORPTION 2550 SW Hillsboro H Hillsboro, * ENGR STAMP: 00 H . Oregon 97123-9379 __ EXPANSION PROJECT (-I�/A(�` ---- � /w/zmaJ FIELD EQUIPMENT ROUTING EQUIPMENT SOURCE CABLE TRAY L465PSL5002 7,-----/ G465PSL5002 / 3/4"C[ ] LOW PRESSURE SWITCH PSL I I [CC3)NOTE 2 1465EF5001-LCS LCS / / C 465EF5001 /1"C{CC7] I [CC7]NOTE 2 [CC7]NOTE 4 LOCAL CONTROL STATION 960LCP3402 ' P,465EF5001/ 960MCC34011 465EF5001 3P 30A / 3/4"C[PC1A] _ I [PC1A]NOTE 2 GALLERY EXHAUST FAN 1 I960MCC3401 SECTION 5J 465EF5001-DIS 1 r465PSL5003 IJ --/ 465PSL5003 / 3/4"C[CC3] LOW PRESSURE SWITCH PSL [CC3]NOTE 2 1 1 465EF5002 LCS / C-465EF5002/1"C[CC7] [CC7]NOTE 4 LCS [CC7]NOTE 2 LOCAL CONTROL STATION I I /P-465EF5002/ 465EF5002J 1.5 / 3P-30A d 3/4"C[PC1A] I [P CIA[NOTE 2 i GALLERY EXHAUST FAN 2 960MCC3401 SECTION 13L Li465EF5002-DIS 465PSL5004 1 PSL G465PSL5004 / 3/4"C[CC3] [CC3]NOTE 2 J J I LOW PRESSURE SWITCH 465EF5003 LCS LCS // C-465EF5003 /1"C[CC7) [CC7)NOTE 2 [CC7]NOTE 4 LOCAL CONTROL STATION 465EF5003 /P-465EF5003/ 3/4"C[PCIA] 1.5 3P-30A //13-465EF5003/ / [PC1A]NOTE 2 GALLERY EXHAUST FAN 3 I960MCC3401 SECTION 12M 1465EF5003-DIS / C-960EF5001 /1"C[CC12] [CC12]NOTE 3 1 - /P-960EF5001 3/4"C[PC1A] 960EF5001 0 1P20A � i [PC1A]NOTE 3 9601P3401 I GALLERY EXHAUST ELECTRICAL BUILDING FAN 960LP3401 CKT.21 960EF5001-AS I I q g 1960 /G960CD5002,C-T101/1"C[CC5/CC3] CD5001 I \ CONTROL DAMPER \ / 0-960CD5001 /3/4"C[CC5) GENERAL NOTES: °p 960CD5002 1. SEE DRAWINGS E001,E002 AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS TS aCONTROL DAMPER CD rs AND NOTES. 960JB3401 2. CONTRACTOR SHALL ROUTE POWER AND CONTROL CABLE FROM CABLE TRAY TO MCC E AND PLC VIA FLOOR PENETRATIONS. rn In T-101 / C-960CD5002 /3/4"C[CC5] T 3. CONTRACTOR SHALL ROUTE POWER CABLE FROM CABLE TRAY TO POWER PANELS F THERMOSTAT AND LIGHTING PANELS VIA CONDUIT NIPPLES AND GUTTER.SEE DETAIL 1 ON DRAWING / C-T101 /3/4"C[CC3] EP503 FOR ADDITIONAL DETAILS. al-- 4. CONTRACTOR SHALL ROUTE CABLE IN CABLE TRENCH LOCATED BETWEEN 960LCP3402 AND 960MCC3401. ss °, PRELIMINARY—NOT FOR CONSTRUCTION REG PREF oRc ��`'��G I NFi 04 N DATE: MARCH 2016 PROJ NAME: SHEET TIRE: 'r 85838PE.t1 _„/ r¢ SHEET.213 0:288 DWGit f'� S]g u ...qms .i4 E6� CLEAN WATER SERVICES ELECTRICAL DIS o EGT - THIS BAR IS ONE INCH ;AT o cwcRDT cwFLEik E622. WHEN DRAWING IS FULL CV°anVYit176r Services O BLACK&VEATCH DURHAM CIRCUIT/RACEWAY ;ATE �/14J16 E622 y�P fa B. Q SECONDARY TREATMENT SYSTEM darts I SCALE. Our eemmtlmeee it elver, -- BLOCK DIAGRAM PLC ExnannoN DATE: 6 s$ APPDAJT SCALE: NOT TO SCALE EXPANSION PROJECT oa REV* DATE DRN APPD DESCRIPTON 2550 SW Hisboro Hwy. Hillsboro,Oregon 97123.9379 _ HVAC cws I /'°/zsie� Poole 6757 ENGR STAMEN FIELD EQUIPMENT ROUTING EQUIPMENT SOURCE I 480MHS4101 MHS MOTOR HEATER SPACE C-480MHS4101 314"C[CC3] 480PDSH4101 PDSH CABLE TRAY HIGH DISHARGE PRESSURE s /C-480PDSH4101/ 3/4"C[CC3] C-480EF4101 2"C[PC1B] — 480EF4101-LCS C-480EF4102 / 2"C[CC3/CC9/CC12] LOCAL CONTROL STATION LCS / �'�EF4101 1-112"C[CC19] BOX(DIGI C 48oF�/g6o2 [CC12]NOTE 3 o N.480EF4101 480EF4101 /C-480EF4101A 3/4"C[CC3] 480P63402 I / [CAT6]NOTE 2 1 BIOFILTER ODOR CONTROL 3P 30A I 480EF4101-DIS I 960LCP3401 FAN NO.1 ® 3/4"C[PCV3] 960MCC3401 SECTION 6M F 480MHS4102 `7' P-480EF4101/1-1/2"C[PCV3] 960MCC3401 I MOTOR HEATER SPACE MHS /C-460MHS4102_/ 3/4"C[CC3] I480PDSH4102 PDSH HIGH DISHARGE PRESSURE /C-480PDSH4102/ 3/4"C[CC3] I 480EF4102-LCS LOCAL CONTROL STATION LCS o/ / C-480EF4102 / 1-1/2"C[CC19] [CC12]NOTE 3 I /C-480EF4102A 3/4"C[CC3] /P-480EF4101/ 2"C[PCV3]of I /N-480EF4102 [CAT6]NOTE 2 L 480EF4102 15 3P-30A 1480EF4102-DIS I PULL BOX /p g80EF4102 r C[PCV3] o I 3/4"C[PCV3] BIOFILTER ODOR CONTROL O (POWER) / FAN NO.2 P-480EF4102 1.1/2"C[PCV3] I 480PB3401 o 960MCC3401 SECTION 14MI o 0 /p-460LCP4601/ -P-480FR4601 /j 2"C[(3)PC1B] /P•480FR4602 / I 1480PIT410� S 480PIT4103� 3/4"C[Al] PRESSURE TRANSMITTER PIT [Al]NOTE 3 r I S 480PIT4103 DIFFERENTIAL IPRESSURE PDIT / /S-480PDIT41o4/ 3/4"C[Al] PULL BOX S 480PDIT4104/}2"C(A4] 0 [Al]NOTE 3 TRANSMITTER (ANALOG) / `i 480P83403 /5 480FIT4601 S-48480LPC4601 \j �IT2/ I WATER PANEL (NOTE 5) 960LCP3402 [CC9]NOTE 3 /p-480Lo 460 314" [PC1B] 480FV4602 to /C-480FV4602/ 3/4"C[CC3] \\\ WATER VALVE \\t 480LCP4601 SPACE TERMINAL [PC1B]NOTE 4 96013401 WATER PANEL HEATER BLOCKS 0 SPACE HEATER 960LP3401 CKT.31 d I /S-480FIT4601/3/4" [Al] �P 480LCP4601 P-480FIT4601/ 1'C[(3)PC1B] P 480FIT4601�3/4" [PC7B] I /P-480FIT4602 480FIT4601FIT 1P-20A GENERAL NOTES: FLOW TRANSMITTER 960LP3401 CKT.33 5-480FIT4601 1,C • ] I 1. SEE DRAWINGS E001,E002 AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS a—3/4"C[MSC] /S-480FIT4602 } AND NOTES. • � 480FE4601 r FE mp FLOW ELEMENT /5-480FIT4802/3/4" [Al] 2. CONTRACTOR SHALL ROUTE CABLE IN CABLE TRENCH LOCATED BETWEEN TV � 960LCP3401/960LCP3402 AND 960MCC3401. �12 �P 480Ffi4802J 3/4" [PC1B] N 480FIT4602 1P 20A 3. CONTRACTOR SHALL ROUTE POWER AND CONTROL CABLE FROM CABLE TRAY TO MCC 11 M a FIT AND PLC VIA FLOOR PENETRATIONS. FLOW TRANSMITTER a F 960LP3401 CKT.35 I 4. CONTRACTOR SHALL ROUTE POWER CABLE FROM CABLE TRAY TO POWER PANELS °'� o-3/4-c[MSC] AND LIGHTING PANELS VIA CONDUIT NIPPLES AND GUTTER.SEE DETAIL 1 ON DRAWING Zn 460FE4602 j FE EP503 FOR ADDITIONAL DETAILS. ' •O , FLOW ELEMENT Quid 5. CONTRACTOR SHALL LOCATE THE FOLLOWING INSTRUMENTS IN THE 01- PCWATER PANEL(480LCP4601):SPACE HEATER,480FIT4601,480FIT4602,480FV4602. 0o PRELIMINARY—NOT FOR CONSTRUCTION ��R��NSF �` a FF ter' 288 NAME f� a +1azs ,£ MARCH 2018 �� — Pao CLEAN WATER SERVICES SHEET ELECTRICAL 214 �• D,�. t�X�s]g C 10tS Cwca E623 A THIS BAR IS ONE INCH �t DURHAM AWWTF & , 3/14/18 v f ,-,°,,, puGRDT CwFIEIN E623dwg WHEN DRAWING IS FULL V36��r 1�►°Ir8 © BLACK&VEATCH CIRCUIT/RACEWAY E623 "efR e. SCALE. Ari eemmllman�L ilei7, SECONDARY TREATMENT SYSTEM BLOCK DIAGRAM PLC i9 Janf 1AJT SCALE NOT TO SCALE may* �� DAN nrPo DESCRIPTION 2550SWH'ifsboroHwy. Hillsboro,Oregon 97123.9379 EXPANSION PROJECT ODOR CONTROL SYSTEMcws IE%PRAl10NDATE. 6/30/20181 -- Prm.l*6757 er+cnsrunP: ELECTRICAL ROOM I ROUTING EQUIPMENT SOURCE II CABLE TRAY I 960AHF3401 1960AHF3401 I / � P-960AHF34011-1/4"C[PC9] ACTIVE HARMONIC FILTER d / [PC10]NOTE 2 I960MCC3401 SECTION 6C I960MCC3401I 1 I960AHF3402I I960AHF3402d /P-960AHF3402/ 1-114"C[PC9] [PC10]NOTE 2 ACTIVE HARMONIC FILTER I 960MCC3401 SECTION 10C I I 1 7 /P-960MTS3401A/ (2) 3"C[(2)PC8A] I I [PC7]NOTE 2 I 960MTS3401 I960MTS3401I MANUAL TRANSFER SWITCH 960MCC3401 SECTION 6F,10F 0/ /P-980MTS34018/ (2)3"C[(2)PCBA] [PC7]NOTE 2 I0 / P-960PP3401 / (2)3"C[(2)PC8A1 I 1 960PP3401960223401 POWER PANEL POWERED FROM 960MTS3401 I .---7/ P-960PP340L/ 2"C[PCBA] L960PP3402] I 960PP3402 I POWER PANEL 960PP3401 CKT.2,4,6 /P-960XFMR3401/ 1-1/2"C[PC9] I1960XFMR3401 r I960XFMR34011 TRANSFORMER 960PP3401 CKT.7,9,11 I ff P-860123401 / 2"C[PC7A] I960P3401GHTING PANEL 1960123401 l POWERED FROM 960XFMR3401 I .--7/ P-960123402 / 2"C[PC9A] 11960123402 960123402 ! LIGHTING PANEL 960LP3401 CKT.37,39,41 GENERAL NOTES: vm 1. SEE DRAWINGS E001,E002 AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS co L 4 P 960123403 2C[PC2A] 2. CONTRACTOR SHALL ROUTE POWER AND CONTROL CABLE FROM CABLE TRAY TO MANUAL r v E TRANSFER SWITCH AND ACTIVE HARMONIC FILTERS VIA FLOOR PENETRATIONS. � LOTV I: 960123403 1960LP3403I pper. LIGHTING CONTACTOR 3. CONTRACTOR SHALL ROUTE POWER CABLE FROM CABLE TRAY TO MANUAL TRANSFER O$ 960123402 CKT.25 SWITCH,POWER PANELS AND LIGHTING PANELS VIA CONDUIT NIPPLES AND GUTTER. C9 SEE DETAIL 1 ON DRAWING EP503 FOR ADDITIONAL DETAILS. o of PRELIMINARY-NOT FOR CONSTRUCTION ! <8,0P�F,s W oao __...._ - - __-_ _..... ., l 8 f. i moommis SHEET: OR 288 DWG '�� Se -d 111 Q Dw+�OiS :RAZ; MARCH 2018 Pas Hum: SHEET TIME: , BB55838PE.P t� TKRs D E624 CLEAN WATER SERVICES ELECTRICAL Dit Oto EGoN THIS BAR IS ONE INCH _ q-GT ./� cT' ��rr DURHAM AWWTF CIRCUIT/RACEWAY DAT: 3/14/18 -%,„;,BER B.,° CHKRDT CAD FLEIS E624.dwg WHEN DRAWING IS FULL ai'anWa 1 Je1'V[C8$ BLACK&VEATCH I6 SCALE. Our asmmltmms le slur, SECONDARY TREATMENT SYSTEM BLOCK DIAGRAM ac: E624 w dAME' _i- BAIT SCALD: NOT TO SCALE EXPANSION PROJECT AERATION BASIN NO. ELECTRICAL BUILDING CWB IE%PIRATDN DATE: 6/30/20161 W S REVS DAT. DRN AFrm DESCRIPTION 2550 SW Hillsboro Hwy, Hillsboro,Oregon 97123.9379 CW8 M 6757 ENGR STH 1 1 II s i/ -GROUND ROD WITH GROUND ROD TEST WELL(TYP OF 6) (TYP OF 6) I I #a/oG LT 1___ _ 1>t< ® I orl❑. :- I -#4/0G TO STAIRS I IP m n If • I I s0 II �� i - TO CABLE 0 o Ia I 1 TRAY #/00 TO AERATION BASIN NO.5 �� LIGHT POLES Ei � ( 'I �•i_ ° - —_ �� #4100 TO CABLE TRAY REF SHEET L--- — REF SHEET 1,4i — o ,,,,REF SHEET (TYP.OF 5) ' EA102 EA103 — -_.I 11 r EA104 (NOTE 2) 7 J LJ' 114/OG TO PULLBOXES I 1 I — 8 ( (TYP OF 13) I I I j TO CABLE 1 cY I �L !TRAY I -. I I J L LE #4/0G TO FOUNDATION M — I i''TO CAB REINFORCING _ - — TRAY t _ _ — — — - — — #4/OG TO HANDRAILS #4/0G TO TERMINAL JUNCTION BOXES PIPE GALLERY 1 #4/0G TO FOUNDATION I ,, , LREINFORCING I � I, � _ I Il II ELECTRICA H I ROOM ! iLI tI 1 REF SHEETx j H EP103&' 1i 1 ! , !'HEP104 A IliH a— 1 II 1 O 1 j j 1 i #4/OG TO EXPOSED COPPER GROUND / jI BUS IN ELECTRICAL ROOM 1 I I I 1 , ' I I I I NOTES: 1.SEE DRAWINGS E001,E002 AND E003 FOR LEGEND,ABBREVIATIONS AND NOTES. I 1 2.CONTRACTOR SHALL INSTALL TIN PLATED COPPER GROUND WIRE I „ , — — TO BE USED ON ALUMINUM CABLE TRAY. HI IH I I'I I i t 11115k.II UPPER LEVEL OVERALL PLAN I 9 1/18”=1'-0" e N co IIO N 16'12'8' 4' 0' 16' 32' mKEY of — — — —1/1s•=1'o^ LAN 00 o (.124,,,,\� F d w D�+AMJ DATE: MARCH 2018 i -- PRO RJA dE: SHEET TITLE: SHEET:216 OF:188 DWG# • MITE.� P - ir< `� ANoo DWG EA1o1 CLEAN WATER SERVICES ELECTRICAL Dig a"r[EG q- THIsBAR Is ONE INCH �p�� DURHAM AWWTF UPPER LEVEL-AERATION a ET 14/18 '?g`�ER �� CDR RDT caDF Ex. WHENDRAWIIEG IS Cle ooWatz-i is clear. CeS ©,BLACK&VEATCH EA101 �y PHASE 5 SECONDARY TREATMENT BASIN NO.5, PUMP STATION JAMES o DAJr SCALE AS SHOWN REV; �� oaw o 2550swHaislwroHwy. Hillsboro,Oregon 97,23-asps SYSTEM EXPANSION PROJECT AND GALLERY OVERALL PLAN cw8 6757 — I T +WE. 6/wnoI81 rr�a xEHGIi srnuP: I CONDUIT NOTE 1: I /P-410FIT1659//P-410AIT1659//P-410AIT1656/ (NOTE 2A) /P-410FIT1660//P-410AIT1660/ (NOTE 2A) 411111ii /P-410FIT1661//P-410AIT1661/ (NOTE 2A) I _ 1 /CE 410TJB3414/ I GFUWPI �GFUWPI GFINVPI �^ I /CE-410TJB3417/ LC`T 960LP3402-9,26 LC 960LP3402-9,26I LC 960LP3402-9,24 �g (NOTE 5,6) 5 (NOTE 5,6) (NOTE 5,6) /CE 410TJB3420/ 10 10 10 -Q _, /S-410FIT1659//S-410AIT1659//5.410FCV1659//P-410AIT1656/ (NOTE 2B) /S-410FIT1660//S-410AIT1660//S-410FCV1660/ (NOTE 26) TERMINAL JUNCTION /s-410FIT1661//S-410AIT1661/7/S-410FCV1661/ (NOTE 2B) BOX(DIGITAL) 410TJB3414 I TERMINAL JUNCTION I BOX(ANALOG) CONDUIT NOTE 2: 410FIT1661-DIS 410TJB3415 nom P-410FIT1659 P-410AR1659 P-410AIT1656 (NOTE 2A) 410FR1661 TERMINAL JUNCTION / // // / 410FE1� 4BOX OTJB3413R) /P 410FIT1660//P�110AIT1660/ (NOTE 2A) 410AIT1656 DIS ( 960LP3401-12 Iii O, ImammaI /CE-410TJ63417/ (410AIT1660-DIS) ( 410AIT1656 NOTE4 I' �' FL' .(lug��8-da•!61 i 410AE1661 CONDUIT NOTE I ( 410AIT1660 ( 410AE1656 ', r�i�J 0 /CE 410TJ63420/ _ 410FCV1661 410AIT1661-DIS I ( 410AE1660 CONDUIT NOTE 3 GFI/VVP _ 960LP3401-3- - - ; ' r GFUWPI �5 410FIT1659��5 410AIT1659��5 410FCV1659/�P 410AIT1656� (NOTE 28) - 3 7 _— - 960LP3402-9,24 y �r,.-� TERMINAL JUNCTION r' ^^ I LC 960LP3402 9,26 960LP3401-11 960LP3401-9 (41DFCV1659 I (NOTE 5,6) LC `L 960LP3402-9,24 5-410FIT1660 S-410AIT1660 S-410FCV166o (NOTE BOX(ANALOG) I I I 1 NOTE 5,6 LC I , �� �� 2B) 5( ) 410FE1659 I 5 I g (NOTE 5,6) 410TJB3421 , I I ( AI n 1 I - 10 I TERMINAL JUNCTION 11, _ = 10 I ! 10_--— ��'� (410FIT1658-DIS} r o>•wi IMO - GFINVPI 960LP3401-5 �i�ld1 CONDUIT NOTE 3: ow 4 OTJB34V19R1171i, 410AE1659960LP3401-71 - - - 960LP3401-8 960LP3402-9,26 OX( ) , IL 410AR1659 I _ _ --J I C41DAE1658 } i i� /P-410FIT1660��P 410AIT1660� (NOTE 2A) I .LC (NOTE 5,6)I I (410AR1659 DIS} L - - 410F1T1659 - - - - - J C410AIT1658 1--.-T - _ 960LP3401-6 5 I J (410AIT1658 DIS}-- 410FCV1658 /CE-410TJ83420/ I GFINVPI 10 TERMINAL JUNCTION TERMINAL JUNCTION (410FIT1659 DIS }, 410FIT1658 OX(DIGITAL) III 410FIT1660 BOX(POWER) NOTE 4 / / 410FE1658 /5 410FIT1660Xf S 410AIT16607/5 410FCV7660/ (NOTE 2B) 410TJB3420 410FE1660 410TJB3416 NOTE 4 4 I ' �C CONDUIT NOTE 2 960LP3401-10 i I TERMINAL JUNCTION BOX(DIGITAL) I _o I 410FIT1660-DIS / = 410TJB3417 1 410FCV1660 Led C ggpLp340y I TERMINAL JUNCTION I z Pi I I BOX(ANALOG) O -8,26 410TJB3418- �w NOTES. 10 I I z I i I i Z 1. SEE DRAWINGS E001,E002 AND E003 FOR LEGEND,ABBREVIATIONS N TE 5,6) I GFWVPI�a p AND NOTES. L - - - - I `? S-410FCV1550 2. REFER TO CIRCUIT/RACEWAY BLOCK DIAGRAMS FOR CABLE AND NOTE 4 J CONDUIT ROUTING DETAILS. 1f I U 2A.CONTRACTOR SHALL COMBINE POWER CIRCUITS IN A SINGLE CONDUIT. / Fe I 28.CONTRACTOR SHALL COMBINE ANALOG CIRCUITS IN A SINGLE CONDUIT. /P-410FCV1550 ' P 410FCV1550 I 3. SEE SPECIFICATION SECTION 16050.1.09.C.2 TO DETERMINE PROPER CONDUIT TYPE TO INSTALL IN EACH AREA. 410FCV1550-DIS 1 1 4. SEE DETAIL 1 ON DRAWING EA501 FOR AERATION BASIN NO.5 CONDUIT ROUTING DETAILS. 5. LIGHTING SHALL BE CONTROLLED BY LIGHTING CONTACTOR.LIGHTING CONTACTOR SHALL BE PROVIDED BY THE OWNER(CWS). I , 1 6. CONTACTOR SHALL ROUTE TWO 120V CIRCUITS TO EACH LIGHT POLE � TO POWER EACH LIGHTING FIXTURE AND RECEPTACLE. LC 960LP-- ----,21n16 LC 960LP3402-9,26 I ©(NOTE 5,6) ©(NOTE 5,6) LCQ(NOTEI 5 6)9,24 I t . . " 1 • 101 Ulm.* LC 10 1 — 1 • 10 1 2 •a LGFINVPI �P 410FCV1550f'/ ( GFl/WPI I GFI/WPI /C-410FCV1550f •�, - It. /S-410FCV1550 •m 0 co N I6' 4' 2' 0' 5' 10' 3/1s"=1`-0" AERATION BASIN NO.5 POWER&LIGHTING PLAN 1 OF 3 oa diKEY PLAN ,, ia 3/16"=1'-0" F o'w ORM `` G `F�' d Q ORKAMJ E: MARCH 2016 aRownne: SHEET TITLE: SHEET:217 288 owGa aIIvv s19 CLEAN WATER SERVICES ELECTRICAL DIS �o OREGON `� llmtANO0 °"°x EA1o2 DURHAM AWWTF AERATION BASIN NO.5 a THIS BAR IS ONE INCH 3/14/16 r ,�ea .a° Q WHEN DRAWING IS CleariWatei ServicesEll BLACK&VEATCH PHASE5SECONDARYTREATMENT POWER&LIGHTING PLAN EA102 .RDT cnnra.eaeJAWS FULL SCALE. our commitment t:clear. SYSTEM EXPANSION PROJECT 1 OF 3 I t +D e/w/2018) CWS 6757 :AJT sr'�uc: AS SHOWN -REVR DATE GRN gppo,'.. —- 2550 SW Hillsboro H Hillsboro, CWS a: eRGRsru,�: 0 DESCRIPTION Hwy. Oregon 97123-9379 I CONDUIT NOTE 1: I /P-410FCV1550/ /P-410FCV1551/ /C-410FCV1550/ /C-410FCV1551/ I /C-410MX1753/IS I r GFI/WPI PG'FIM/PI I /C-410MX1754/ I /5-410FCV1550/ LC 960LP3402-9,24 LC" 960LP3402-7,8 5 410FCV1551 (-5---,NOTE 5,6 NOTE 5,6 I �J �-- 10 v , __ -= e _ I CONDUIT NOTE 2: I /P-410FIT1658//P-410AIT1658//P-410AIT1664/ (NOTE2A) ' BOXI I (410FIT1662-DIS -TERMINAL JUNCTION /P-410FIT1659//P-410AIT1659//P-410AIT1656/ (NOTE 2A) (DIGITAL) p g10FIT1660 P 410AIT1fi60 (NOTE 2A) TERMINAL JUNCTIONBOX ANALOG �P-410FIT1661//P-410AIT1661/ (NOTE 2A) P-410FIT1662 P-410AIT1662 P-410AIT1652 (NOTE 2A) I (410FCV1662 410TJB3409 ) '( /CE 410TJ63408/ // / (410FIT1662 TERMINAL JUNCTION /CE-410TJB3411 I ( 410FE1862 BOX(POWER) - 1110TJ63407 ' / /CE-410TJB3414/ CONDUIT NOTE 4 rf = S 60L01-14 I /CE-410TJB3417/ ( I I I 410AIT1410AE162 /CE-410TJB3420/ ° NOTE 4 NOTE 4 1 !i:► ,4•® IC6 0FIT 0 I 1 , y-(410A1T1662-DIS /5-41 1658//5-41 AIT1658//5-410FCV1658//5-410AIT1664/ (NOTE 2B) \ J I .( /S410FIT1659//5 410AIT1659//5 410FCV1659//P 410AIT1656/ (NOTE 2B) .- _ 960LP3402-8,9 a7 I /5 410FIT1660//5 410AIT1660//5 410FCV1660/ (NOTE 2B) I NOTE 5,6 960LP3401-13 ( I CONDUIT NOTE 3 I LC�5) ��\ I I /5-410FIT1661//5-410AIT1661//5-41 OFCV1661/ (NOTE 2B) ( � S 410FIT1662 S 410AIT1662 S 410AIT1652 S 410FCV1662 (NOTE 2B),- 960LP3402-ZZ 960193401-41 10 I /� // // . c) I- - - - ' - -LGFUWPI- - - - - ) I I I 7410AIT1664-DIS) I CONDUIT NOTE 3: =— I 652-DIS CONDUIT NOTE 2 0AIT1664 410AIT10AE1664 ( 410AE1652 I /p 410FIT1658//P 410AIT1658//P 410AIT1664/ (NOTE 2A) I ( 410AIT1652 I /P-410FIT1659//P-410AIT1659//P-410AIT1656/ (NOTE 2A) TERMINAL JUNCTION11 $ /P 410FIT1660//P 410AIT1660/ (NOTE 2A) NOTES. BOX(DIGITAL) 4OX(DIGITAL) j I /P-410FIT1661//P-410AIT1661/ (NOTE 2A) 1. SEE DRAWINGS E001,E002 AND E003 FOR O /CE 410TJB3411 I - LEGEND,ABBREVIATIONS AND NOTES. TERMINAL JUNCTION 960LP3402-7,8 w I /CE-410TJB3414/ BOX(ANALOG) 960LP3402-9,24 / 2. REFER TO CIRCUIT/RACEWAYBLO0K DIAGRAMS I SLC NOTE 5,6 LC NOTE 5,6 /CE-410TJB3417/ FOR CABLE AND CONDUIT ROUTING DETAILS. I I 410TJB3412 z GFUWPH'C ©10 GFVVVPh ©10 0 I /CE-410TJB3420/ 2A.CONTRACTOR SHALL COMBINE POWER TERMINAL JUNCTION • I4 S g10FIT1658 S 410AIT1658 S 410FCV1658/ 5 410AIT1664 (NOTE 2B) CIRCUITS IN A SINGLE CONDUIT. BOX(POWER) U �� // ( 410TJB3410 II W z 1 /5-410FIT1659//S-410AIT1659//5-410FCV1659//P-410AIT1656/ (NOTE2B) IL 2B.CONTRACTOR SHALL COMBINE ANALOG Ii -—-S:',, - /� _ /S 410FIT1660//S 410AIT1660//5 410FCV1660/ (NOTE 26) CIRCUITS IN A SINGLE CONDUIT. / / j I /S 410FIT1661//S-410AIT1661//5 410FCV166l/ (NOTE 26) I3. SEE SPECIFICATION SECTION 16050.1.09.0.2 TO �410MX1754 ) �iJ /P-410MX1753 ¢ DETERMINE PROPER CONDUIT TYPE TO INSTALL ;:a e 1753 i P-410MX1754/ \\ IN EACH AREA. Q 1 I CONDUIT NOTE 4: z I G 1 410MX1754-DIS) (410MX1753 DIS, 4. SEE DETAIL 1 ON DRAWING EA501 FOR O 410MX1754-LCS) I /P 410FIT1659//P 410AIT1659//P-410AIT1656 (NOTE 2B) AERATION BASIN NO.5 CONDUIT ROUTING j Ih .I � P � DETAILS. /P 410FIT1661P-41DFIT1660/�/yP 410AIT166-410AIT16601 (NOTE(NOTE 2A)2A) 5. LIGHTING SHALL BE CONTROLLED BY LIGHTING ~ CONTACTOR.LIGHTING CONTACTOR SHALL BE I p I /CE-410TJB3414/ U I I CE 410TJB 17 PROVIDED BY THE OWNER(CWS). z I 6. CONTACTOR SHALL ROUTE TWO 120V CIRCUITS J /CE 410TJ63420� TO EACH LIGHT POLE TO POWER EACH LIGHTING x S 1 I 4 OF T1659 S 410AIT1659 S 410FCV1659 P-410AIT1656 (NOTE / I v � �� �� / / 2B) FIXTURE AND RECEPTACLE. I r /S-410FIT1660//S-410AIT1660//S 410FCV1660/ (NOTE 2B) ( ° ° ? ° o o_� /P 410MX1753/ /5 410FIT1661��S 410AIT1661//5 410FCV1661/ (NOTE 2B) ° ° ° Ii C 410MX1754/ I ° I C 410MX1753 /P-0t OMX1754� 960LP3402-7,8 ° e LC NOTE S,fi / CONDUIT I LC 960LP3402-9,24 ( © NOTE 5,6 5 \ w a 1 X10! 5 10J NOTE1 P-410FCV1550/ GFI/WPI I GFINVPI /S-410FCV1551/J a C0FCV 1550/ // III v /S-410FCV1550/ /C 410FCV1651// o <N /P-410FCV1551/ I " N 410FCV1551-DIS} aKEY PLAN 6' 4' 2' 0' 5' 10' AERATION BASIN NO. 5 POWER&LIGHTING PLAN 2 OF 3 Iii 3/16"=1'-0" 3/1 s°=1'-0" 00 .\<,,(0 c,IN I > AMJ DATE: MARCH 2016 PRDJNAME: SHEET TITLE: SHEET'218 �'288 DwG# ` ' d D D, EA103 moliniiiim ���� `� CLEAN WATER SERVICES ELECTRICAL PLDT — Dig ����E oNg THIS BAR Is ONE INCH \\ • — DURHAM AWWTF AERATION BASIN NO. 5 °ATE` 3/14/18 EA103 9 OrtE 8.�° CFIC:RDT CAD t WHEN DRAWING IS CleanWater SeIV1CeS © BLACK&VEATCH PHASE 5 SECONDARY TREATMENT POWER&LIGHTING PLAN Ply JAMES� FULL SCALE. __ ____-- ____-- _ Our commitment is clear. APPD.AJT SCALE, AS SHOWN SYSTEM EXPANSION PROJECT ays IDPWATDN ORL s/30�mle� REVS, DATE ERN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 2 OF 3 6757 O i PROD#: ENDR STMIP: I NOTES' NOTES CONTINUED. NOTES CONTINUED 1. SEE DRAWINGS E001,E002 AND E003 FOR LEGEND, 3A.CONTRACTOR SHALL COMBINE POWER CIRCUITS IN 5. SEE DETAIL 1 ON DRAWING EA501 FOR AERATION BASIN NO.5 CONDUIT CONDUIT NOTE 1:(TO CABLE TRAY.CONTINUED ON DWG.EP504) CONDUIT NOTE 2:(TO CABLE TRAY.CONTINUED ON DWG.EP504) ABBREVIATIONS AND NOTES. A SINGLE CONDUIT. ROUTING DETAILS. 2. CONTRACTOR SHALL ROUTE THREE(3)SPARE 2' 3B.CONTRACTOR SHALL COMBINE DIGITAL CIRCUITS IN 6. SEE DETAIL 2 ON DRAWING EA501 FOR AERATION BASIN NO.5 CONDUIT /P 410FCV1551/ (NOTE 3A) /P 110MX1750� (NOTE 3A) I POWER AND CONTROL SIGNALS CONDUIT TO FUTURE LIME DOSING EQUIPMENT FOR A SINGLE CONDUIT. ROUTING DETAILS. /p a10MX1752/ /P-410FCV1552/ 3C.CONTRACTOR SHALL COMBINE ANALOG CIRCUITS IN 7. LIGHTING SHALL BE CONTROLLED BY LIGHTING CONTACTOR.LIGHTING /P-410140(1753/ (NOTE 3A} /P�10FCV1401/ 3. REFER TO CIRCUIT/RACEWAY BLOCK DIAGRAMS FOR A SINGLE CONDUIT. CONTACTOR SHALL BE PROVIDED BY THE OWNER(CWS). /p.410MX1754/ /p 410FCV1402/ -(NOTE 3A) CABLE AND CONDUIT ROUTING DETAILS. I FT 4. NEEACH AREA.TION SECTION 16050.1.09.0.2 TO 8. CONTACTOR SHALL ROUTE TWO 120V CIRCUITS TO EACH LIGHT POLE TO /CE-P-UMEDOSING/ / P-41oP1401 L 960LP3402-7 8 I \ /C 410FCV1550//C 410FCV1551/ / P 410/'1402/ DETERMINE PROPER CONDUIT TYPE TO INSTALL POWER EACH LIGHTING FIXTURE AND RECEPTACLE.:--f Ti �GFUWPP GFWYP GFUWC I �OLP3402 6,7 J \ /C 410FCV1552//C 410FCV1753/ (NOTE 3B) /C410FCV1401//C 410FCV1402/' LC (NOTE 402 LC 960LP340)6 7 (NOTE 7,8) /C410MX1754/ / C 410/'1401// C 410/'1402/ 5-'10 (NOTE 7,8 (NOTE 3B) I I7,8) 10 10 /CE-C-LIMEDOSING/ /C-410MX1750//C-410MX1751/ — P /S 410FCV1550/ /C-410MX1752/ /s-410FCV1551/ (NOTE 3C) /S 410FCV1401/ (NOTE 3C) TERMINAL JUNCTION /S-410FCV1552/U /s410FCV7402/ I 1 BOX(ANALOG) I 410TJB3406 /CE-S MEDOSING� TERMINAL JUNCTION CONDUIT NOTE 3:(TO CABLE TRAY.CONTINUED ON DWG.EP504) CONDUIT NOTE 4: I (410FCV1663) BOX(DIGITAL) /C 410FCV1401/ ( 410FIT1663 410TJ83405 PULLBOX(ANALOG)/P410A1T1858//P 410FIT1658//P 410AIT1664/ M /C-41oFCV1402/ I I 410/'63409 w 96-51,1734-0-1:f663 ) TERMINAL JUNCTION /P-410AIT1659//P-410FIT1659//P-410AIT1656/ 1- C 410/'1401 O� ) I :- BOX(BOWER) -PULLBOX(DIGITAL) O / / ( 410FE1 I ° .. ° lil �.ca �'ill 410TJB34041 410AIT1663 , ,S410AIT1663 410/'63408 /1'-410 IT16613/ ? / OFC 402 / 16'' P-410AIT1663 ] PULLBOX(POWER) P 410AIT1661 P410FIT1661 P 410AIT1652 _- -_ . , �, 410AIT1663-DIS) f a1oP83ao7 / // // /l w oI ii -S /P-410FIT1662//P-410AIT1662/ Ii- CONDUIT NOTE 6: M ° 1-n- 410FIT1663-DIS FUWPI g60LP3401-15 I I — LC• £ ) f /P 410AIT1660//P 410FIT1660/ Z. /C-410FCV1550//C-410FCV1551/ zw( 1 © I .'°' (a 1 CONDUIT /P-410FIT1663//P-410FIT1663/}(NOTE 3A) /C 410FCV1552//C 410MX1753/ (NOTE 2,36) �) L f 10 J J /s-410FCV1553/ ° I 8® NOTE 3 /C 410FCV1553/ /C 410MX1754/ JJJ I- I-- z CONDUIT NOTE 9 NOTE 5 — (NOTE37,8)-8 7 CONDUIT NOTE 8 /C410FCV1553 c. P�1 /CE 410/'63408/ CONDUIT NOTE 8: OFCV1553/ i( I I � ..,r 1 P-410FIT1659 P-410AIT1659 P-4100NT1656 (NOTE 3A) v) �� /S-410FCV1553//S-410AIT1664/ / // // / U (410FCV1553 DIS) /5-410AIT1658//S-410FITt658//5-410FCV1658/ / // // / (NOTE 3A) LC© „' 1'3402 6,7 /S-410AIr1659//S41oFIT1659//S-410FCV1659/ /P 410F(f1860//P 410AIT1660/ (NOTE 3A) 960E 1 r, 5 (NOTE 7,8}. (-3. a 10 /S 410AIT1660//5 410FIT1660 /S 410FCV1660/ W /P a10FIT1681//P 410AIT1661/ (NOTE 3A) GRAN/Pr-1"i--j /s-410AIT1661//s-410FIT1661//S-41oFCV1661/ 6 /P.410FIT1662//P-410A1T1662//P-410AIT1652/ (NOTE 3A) I 960LP3402-7,8 r /3-410AIT1662 S 410FIT1682 S 410FCV1662 ? /P-410FIT1663//P-410AIT1663/ (NOTE 3A) GFUWPiaLC (NOTE 7,8) p d // // / /CE-410TJB3405/ • © /S-410AIT1663//S-410FIT1663//5 410FCV1663/ / / TEI RMINAL JUNCTION BOX 10 (DIGITAL)410TJB3422 NOTE 6 /S 410AIT1652//S410A1T1656/ /CE-410TJB3408/ - - - _ 410MX1752� (410MX1751 /CE-410TJB3411/ F / 960LP3402-6 7 410MX1750 /CE-410TJB3414/ TERMINAL JUNCTION BOX- - -i- - PULLBOX DIGITAL I (ANALOG)410TJB3423 (DIGITAL) CONDUIT NOTE 5: h P \\ E 410/'63405 /CE-410TJB3417/ TERMINAL JUNCTION BOX V / / /CE-410TJB3420/ (NOTE 7 8 P-410MX1751 P 410FCV7550 , / / (POWER)410TJB3421 y� P-410MX1752/ e�'I+ 410MX1750-DIS e I 1r�li'� '� © �Cii 410MX1751-0IS �� P-410MX1750� 4 OP630406ANALOG /P-410FCV1551/ ( } /s-410FIT1658//5-410AIT1658/ (ANALOG) P-410FCV1551 NOTE 3A �,� 410MX1752-DIS GFWYPI1 10 ►��� /P-410FCV1552/ /s 410FCV1658//S410Arr1664/ 1 I a a r__a C 410MX7750 J NOTE 3C) —� G I \\ 410MX1752 ECS I #" e ' 1 PULLBOX(POWER) 5 410FIT1659 5 410AIT1659 1 v P-410MX1751 �/ 410/'63404 CONDUIT NOTE 7: / // / (NOTE 3C) �410P1402-ECS P-410MX1752/ /C-410MX1751 `;�, /S 410FCV7659//P 410AIT7656/ (4101'1402-0IS l I ` y- /P 410FCV7550/ /P 410FCV1551/ /S-410FIT1860//S-410AIT1660//s-410FCV1660/(NOTE 3C) I I CONDUITNOTE4 1 CONDUIT /C-410FCV1550/ /C-410FCV1551/ I Ll I ■ �1�L NOTE 2 /C-410MX1753/ /C-410MX1754/ /S410FIT1661//5 410AIT1661//5 410FCV1661/(NOTE 3C) 410/'1401 '1 ^, ♦ /5-410FIT1662//5-410AIT1662/ �;_ v I /5 410FCV1550/ /5 410FCV7551/ /5 410A1T165Z//5 410FCV1682/}(NOTE3C) (4tOFCV1401 Ilihitl_ t. 960LP3402 6,7 —' S 410FIr1663 5 410AIT1663 S 410FCV1663 (NOTE 3C) 4101'1401-ECS .■ �� ' /C410MX175 �S 410FCV1401/ �P 410/'7401/ �/P 410FCV1401� COQ GFUWPI CONDUIT NOTE 9: / // // / ='%i1_ thob S-410FCV1402/&ram (NOTE 4A P-410P1402/ P-410FCV740� (NOTE 3A) (NOTE LC 10 P470FIT1658 P-410AIT1658 P-410AIT1664 NOTE (4101'1401-DIS 11 410P1402 I } 7 } / // // /( 3A) I — (410FCV1402 DISC CONDUIT NOTE 6 PULLBOX(POWER) /P-410FIT1659//P410A1T1659//P-410AIT1656/(NOTE3A) 410FCV1402) 410/'63401 /P410FIT1660//P-t10AIT1660/(NOTE 3A) (410FCV1401-013 98QLP3402-7,8II /--4 OPB3040PDIGITAL) /P410FIT1661//P410AIT1661/(NOTE3A) ' EA704 a (NOTE 7,8) A 410FCV1552 410FCV1552-DIS 1/P-41oMX1754/ /CONDUIT NOTE 5 — �'P410MX1753 /P-410FIT1662//p-410AIT1662//P-410AIT1652/(NOTE 3A) ( 10 a /CE 410TJB3408/ Nle ' CONDUIT LC© #LC 960LP3402-67 ;�m _ LC 960LP3402 6,71 J CONDUIT /CE-410TJB3411/ — NOTE 7 i_ . :,=t I 3',� �� J ©(NOTE 7,8)J \ _ f ©(NOTE 7,8)J J NOTE 1 /CE 410TJB3414/ -- • 10 = �� 101 /CE410TJB3417/ 2 GFINVPI J �j P410FCV1552 `�FUTURE LIME GFIM/PI i S-410FCV1550 GFI/WPI PULLBOX(ANALOG) /CE-410TJB3420DOS NG / BOX(POWER) (NOTE 2)ASSEMBLY /S410FCV1552 CE-C LIMEDOSING/ 410/'83403 / 1oFCV1658//S 410AIT1664/ (NO g TERMINAL JUNCTION CES LIMEDOSING / / BOX(ANALOG) TERMINAL JUNCTION / // / 410TJ83403TE 3C) co`•"• /S-410FCV155 410TJB3401 (NOTE 3) CE-P-LIMEDOSING/ •m /5 410FIT1659//5 410AIT1659/ KEY PLAN c C-410FCV1552 / (NOTE 3C) o ` /5-410FCV1659//P410AIT1656/ TERMINAL JUNCTION BOX(DIGITAL) /5 410FIT1660//S 410A1T1660//5 410FCV1660/(NOTE 3C) BOX(DIGITAL) /s-410FIT1661//S 410A1T1661//s410FCV7661/(NOTE 3C) oQ 6' 4' 2' 0' 5' 10' AERATION BASIN NO. 5 POWER&LIGHTING PLAN 3 OF 3 /s -41avr1662/ (NOTE 3C) al 3/16"=1'0" 3/16"=1'-0" /5-410AIT1852//s410FCV1662/J go P�kp cid aCO N f f, > e +AMJ gm,. MARCH 2018 aao.iw E: SHEETmLe SHEET:219 t>F:288 °woa " Slg d �� — \� El CLEAN WATER SERVICES ELECTRICAL 3/14/18 D1�91� X O EGON ° °M`O`EA104 THIS BAR IS ONE INCH \ DURHAM AWWTF AERATION BASIN NO. 5 �. g�FR.. o _ RDT co WHEN DRAWING IS Call V commitment SeMCCS BLACK&VEATCH PHASE 5 SECONDARY TREATMENT POWER&LIGHTING PLAN EA104 VER JAI, I FULL SCALE. Our commitment is clear. AJT SCALE AS SHOWN ova DATE owl DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT 3 OF 3 � 6757 s I a 6/30/201816/30/20181 I I -- - I I Iit 1 AERATION BASIN NO. 5 i1, I DRAINAGE '_ PUMP STATION 1/1 REF SHEETS ED101 1 F 1 =1 ED102 III �I Imo" I -7 - I 1 REF SHEETS PIPE GALLERYI ET101&ET102 , 1I �/ I H I ❑ j 0- C I El 1 1 'Tr ri II I � RAS/WAS PUMP STATION REF SHEET I ;Iii EP101& EP102 1� 0 1 1 ,i I H 1 1 NOTES: I I 1.SEE DRAWINGS E001,E002 AND E003 FOR LEGEND,ABBREVIATIONS — AND NOTES. LOWER LEVEL OVERALL PLAN ._ 1 1/16"=1'-0" . ♦ Ns'. 2 • d N� G 16'12'8' 4' 0' 16' 32' izi KEY PLAN 1/16"=1'-0" f olol • I /=. . j DRtAMJ DOAwre: MARCH 2018co ninnoiNni _ — —_-..__ aao.WRME: SHEET TITLE SHEET:220 288 Dwca =d • II v�/ sig � ► CLEAN WATER SERVICES ELECTRICAL DI1 *OREGON DSNANOO DWGk EA105 THIS BAR Is ONE INCH - DURHAM AWWTF LOWER LEVEL-AERATION ^ 3/14/189 fVBER B•R' Q BLACK&VEATCH .. WHEN DRAWING IS CIC'SIIWatCI Services PHASE 5 SECONDARY TREATMENT BASIN NO.5, PUMP STATION FLO, EAI05 DRDT CAD FILE Y JAI¢S FULL SCALE. ._.._. -_ __— Our commitment is clear - �DweuiDw atE 6/30/20,81 2550 SCALE. AS SHOWN SYSTEM EXPANSION PROJECT AND GALLERY OVERALL PLAN �s c REVS DATE I Dan N'PD DESCRIPTION ------_--—---- 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRat 8757 ENGxs'rnna=: I - I TERMINAL JUNCTION BOX (DIGITAL)410TJB3422 S II TERMINAL JUNCTION BOX I1, (ANALOG)410TJB3423 - TERMINAL JUNCTION BOX ~ (POWER)410TJB3421 li 111 (410FITAAAA-OIS - ( , TERMINAL JUNCTION /P-410FCV1401/ ( 410FITAAAA ) 960LP3401-14 f BOX(DIGITAL) C-410FCV1401/ ( 410FEAAAA ) 410TJB34YY /P-410FCV1402/ C.410FCV1402/ I C410P1401 (NOTE 3B) (410FCVAAAA TERMINAL JUNCTION C-410P1402 / BOX(ANALOG) �`_ II, I ES 1_ 1� 41OTJB34ZZ ;47,1 410AEAAAA /S-410FCV1401/ NOTE O © 410AITAAAA i /I' S 410FCV1402/}( 3C) f 1 ,' 410ArrAAAA-DIS) ' 1 "_"� ` . 1 f 1--- 410P1402-DIS rill TERMINAL JUNCTION IR! I 410P1402 r.r BOX(POWER) / —S'960LP3401-13 1 1 P d10FCV1401 0 41 OTJB34XX J ' 1, ' �y P 410FCV1402/ (NOTE 3A) to 0---. • f f / P-410P1401 / MI MEM IIfl FM. © 0 C-410P1401 ...........7".......47.,,,,_.„--7....1 P-410P1401 I II Eal • ,� P410P1402 / y P-410P1402 / 1 1 f LC 5/960LP3402-9 f , ' NI`�. I�IIE L i�I1 0011001 )--Hg" �� 10 C-410P1401A ;;Ci ":�1 ii :�- 1 J/S-410FCV1402/ —�LeOLP34014 GFUWPI=� r (410P1401-DIS It el MINIX - f f �"� i I C-410FCV1401 C-410FCV1402/ ( 410AEBBBB ) 410AITBBBB-0IS) I271". S-410FCV1401 C 410P1402 1, 1 1 1 (410FCV1402-DIS) f, f ' I (41OFCV1401 DI6) /C-410P1402A DETAIL 1 C, /P410FCV1402/ /7 DETAIL 2 t/2's 1'-0-(NOTE 2) EA102,EA903,EA104 ,��;! /P-410FCV1401/ I 410TJB34XX 410TJB34YY 410TJB34ZZ 410FIT/FEAAAA 410AIT/AEMAA 410FCVAAAA 410AITBBBB 410AEBBBB 1 2 3 4 5 8 7 8 9 10 S-410AIT1663 P-410A1T1663 S-410F1T1663 410TJ83404 410TJB3405 410TJBj406 410FIT/FE1663 410A1T/AE1663 410FCV1663 NA NA P-410FIT1683 S-410FCV1683 S-410AIT1663 P-410AIT1663 S-410F1T1663 P-410F1T1663 S-410FCV1863 NA CE-410TJB3405 NA S-410AIT1662, P-410AIT1662, S-410F1T1662, P-410F1T1662, S-410AIT1652, I 410TJB3407 410TJB3408 410TJB3409 410F1T/FE1662 410A1T/AE1662 410FCV1662 410A1T1652 410AE1652 P-410A1T1652 S-410FCV1682 S-410A1T1662 P-410AIT1682 S-410F1T1662 P-410F1T1662&-410FCV1662 S-410A171652 CE-410TJB3408 P-410AIT9652 GENERAL NOTES: S-410AIT1658, 1. SEE DRAWINGS E001,E002,AND E003 FOR ELECTRICAL P-410AIT1658, S-410FIT1658, LEGEND,ABBREVIATIONS AND NOTES. P-410FIT1658, S-410FCV1658, gg 410TJB3410 410TJB3411 410TJB8412 41DFITIFE1658 410AIT/AE1658 410FCV1658 410AIT1664 410AE1664 P-410AIT1664 S410A1T1664 S410AIT1658 P-410AIT1658 S410FIT1658 P-410FIT1658 S410FCV1658 S-410AIT1664 CE-410TJB3411 P-410AIT1664 2. TYPICAL CONDUIT ROUTING FOR ALL DROP LEGS. Q� S410AIT1659, 3. REFER TOCONDUITROUTCIRCUIT/RACEWAY BLOCK DIAGRAMS FOR N p P-410AIT1659, S-410FIT1659, CABLE AND CONDUIT ROUTING DETAILS. 4`•S P-410FIT1659, S-410FCV1859, 3A CONTRACTOR SHALL COMBINE POWER CIRCUITS NA `r°.�2 410TJB3416 410TJB3417 410TJ 18 410FIT/FE1659 410AITIAE1659 410FCV1659 410A1T1656 410AE1656 P410A1T165B S410AIT1656 8-410AIT1659 P-410AIT1659 S410FIT1659 P410FIT1659 S-410FCV1659 S-410AIT1656 CE-410TJB3417 P-410A1T1856 SINGLE CONDUIT. co O' S410AIT1661, P 410AIT1661, S 410FIT1661, 111'gi'� 3B. CONTRACTOR SHALL COMBINE DIGITAL CIRCUITS N A "'S4 410TJB3413 410TJB3414 410TJB 15 410FIT/FE1661 41OAITIAE1661 410FCV1661 NA NA P-410FIT1661 S410FCV1661 S-410AIT1661 P410A1T1661 S410FIT1881 P410FtT1661 S410FCV1661 NA CE-410TJ83414 NA SINGLE CONDUIT. S410AIT1660, 3C. CONTRACTOR SHALL COMBINE ANALOG CRCUITS N A Nibw P410AIT1660, S410FIT1860, SNGLECONDUIT. tR 410TJB3419 410TJB3420 410TJ 21 410FITIFE1660 410AIT/AE1860 410FCV1660 NA NA P410FIT1660 S410FCV1660 S-410A1T1860 P-410AIT1660 S-410FIT1660 P410FIT1660 S410FCV1660 NA CE-410TJB3420 NA 4. SEE SPECFICATION SECTION 18050.1.09.C.2 TO DETERMINE PROPER CONDUIT TYPE TO INSTALL N EACH AREA. �l< ,`cRED PROFF OI ,., ., INF / ORG PROJ NAME: SHEET ONE: SHEET:221 OF:288 DW''S 859SBPE.P > OFFIAMJ MARCH 2018 I -11Y sig d ELECTRICAL EcoN T CLEDURHAM AWWTFAN WATER SCES AERATION BASIN NO.5 DI'' `X ANOD DVlG 6t EA501 PWT9 d '10 ZT.. THIS BAR IS ONE INCHDATE; 3/14/18 CHEROT CADFI.E# WHEN DRAWING IS FUu CleanW2LCf S1yIViC+r6 Q BLACK&VEATCH EA501 I EA501. SECONDARY TREATMENT SYSTEM MGM Jqf Es SCALE. Our oommfiment b sleet. CONDUIT ROUTING DETAILS P++ !EXPIRATION DATE 6/30/10181 BAIT SCALE AS SHOWNHillsboro EXPANSION PROJECT ES REV 1$ DATE DRN APPD DESORPTION 2550 SW Hwy. Hiebom,Oregon 971239379 p 6757 ENGR STAMP: - o - I i #4/0G / =- -_—_-- / , I / \, GROUND ROD WITH TEST WELL (TYP OF 3) / \Ahlliek, -,, ,, Irr4 ..„ \ I / INVITiltb\ -� - #4/0G TO \ BUILDING STEEL r ';� 420CD1805' 420NSH1805 465P2102-LCS �// i �\ ( 465P2101-0IS ) -, �-*8%,'Y'\-. 420NSHH1805 �� A \ VA\ ( 465P2102-DIS 485P2101-LCS ) I 1 i / {420CD1805 DIS - -— � � �� 420CD1805-LCS) ' i� i i, ii pP3402 12 13 � � I ® ���V GFVWPI I #4/OG TO - A J FOUNDATION l REINFORCING /P 420P2101/ o 0—/C-420P210' �� � �� � _, 420SA1 / C-420P2102 k \\\\\ \\ 960LP3402-12,13/ -iiy / ///�� I /P-420P2102/ o �, 10 ____11-4t------------------ /P-420CD1805 C��OFUWPI�- C�20CD1805� �� / '4,141 Ailli / __ /P-420SA1805 (NOTE 2) PULLBOX(POWER)420P83401 __ I (NOTE 5) �� r - y / PULLBOX(DIGITAL)420PB3402 ��960LP3402-12,13���/ (420251805 1 (assP2lozI ) Lc•�� � (465MSH21o�\� %/� GFVWPI / 1 Section 1 (465TSH2102 v �PI ;:. P3402-12,13 �� Q \ `� `\ LC i GROUND ROD EC101 1/2"=1.-0" EC101 010 �' .w. 420FV1805 (TYP OF 3) SEE E101, _ O t FOR CONTINUATION / i ® 1 ° 465P2101 I 465MSH2101 // / LIGHTT POLE E10 465TSH2101 - �--- %� �� ____-----______„- / I \\=_ —a-7.1=-7 ------- NOTES' I.SEE DRAWINGS E001,E002,AND E003 FOR LEGEND,ABBREVIATIONS - / &NOTES. i I 2.CONTRACTOR SHALL ROUTE POWER AND CONTROL CONDUITS TO THE N \ -------- __ —� _.---- CLARIFIER DRIVER UNDERNEATH THE WALKWAY. cc.Qa 3.REFER TO CIRCUIT/RACEWAY BLOCK DIAGRAMS FOR CABLE AND N CONDUIT ROUTING DETAILS. 4.SEE SPECIFICATION SECTION 16050.1.09.C.2 TO DETERMINE PROPER I 12' 8' i4' 0' 10' 20' 12"6" 0' 1' 2' 3' 4' 5' SECONDARY CLARIFIER 5 POWER&LIGHTING PLAN CONDUIT TYPE TO INSTALL IN EACH AREA. 1/2"=V-0" 3/32"=1-0" W 5.120V CIRCUIT TO SAMPLE SHACK SHALL BE DIRECT BURIED. C D PRS oQl ���� I Ne .. � .� . d > DaH AMJ DATE: MARCH 2018 PR0.N ME: SHEET TITLE. SHEET:222 288 DWG* �' C�^ _ a ��C _ CLEAN WATER SERVICES ELECTRICAL DIS (� DSNANOO DWG*EC101 R�or o 0 EGON: — __ THIS BAR Is ONE INCH — DURHAM AWWTF SECONDARY CLARIFIER NO.5 DATE' 3/14/18 9 f`B 1� Q DRDT caDFaEe WHEN DRAWING IS --- - C1eanWateL Services © BLACK&VEATCH EC1O1 ERa. I FULL SCALE. _ �� our commitment is Tar. PHASE 5 SECONDARY TREATMENT POWER&LIGHTING PLAN ��» ✓nl�s a AJT SCALE AS SHOWN - �� SYSTEM EXPANSION PROJECT �D 'DR!WE 6/30/2018I c REV# DATE DRN APPD DEscRIPDON 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 Paw#6757 Erica STAMP. I CONTINUED ON E101 ~ CONTINUED FROM BELOW I 1 44 ti TRAY(POWER) E� 1021 _ TO CABLE - /P 470P8104A/� • II " I�IX n n .. /c.47oP6,0a f f ( " , II$i inld91114 , 465EF5002-LCS 465EF5002-DIS ``� ,ritVi�*i.1m,,X r 1191 ul. 1, ,n n XXI numm 1 _ TO CABLE Imnxul�l Inl 1 C-470P8102 ii K 4 / / TRAY 7 III�IIXIXNgigllll IXII1 k '__Y / i I » '"{XIX I i mmi 1 ' I l� /P-465P21027---,,,,,0 &ANALOG) I amx ° I (DIGITAL yy���pG dull I Iuml "' " Inl t mmlulnn :'4' -. /P-465P2101/ /P-470P8102 4 465PSL5003 4,Hs xXmmnll Inxunmuiu ��IHm mmmu �- , - � ° 1 y''yt /P420CD1805� ,x 111 C470P8105 II ® ,1 /c 4oPa1o1 �70P8104 U E. = T' lik470LSL8106 P 470P8101/ T-P 470P8104I 470LSH8106) / j ,C-470LSL8106 470LSHH8106 a ,. S 465LT2101 �65EF5002 H! — „ P 470P8105 / ozz i 470P8104 LCSr - 1-1 \ • /C 420CD1805/ / -$,t • :i P-470P8104A / C 470P8104 /C 0,,HZ:: I' 'I t /C 465P2102465P2101 I o L �► ED101 ----__ �I► _ PULL BOX w _ (POWER) z /P-420SA1805/ i ! ( 470PSL8102 DRAINAGE 465PB3404 O I PUMP N0.2 f 12, /960LP3402-13/ C-470PSL8102 470P8102 _`� PULL BOX n P-470P8102 — — (ANALOG) ? /960LP3402-14/ -(470P8102-DIS) ___ 465PB3406 J z '"� ( y =.-- DRAINAGE 1 --- _� �O 111 s 470PSL8101 �I -+ PUMP NO._1_ 470P8101 PULL BOX E102 ng (DIGITAL) ' /C 470P8102A Ili ro 1puld :::B05 ➢ __ I IV�, .., l( .. 470P8101-X3i (470P8102-1C I — (470P8101-LCS)-\ =t� Will C 470PSL8101 I _ r 3 1 P-470P8101 - T ! fl "� `IF L ee /-_ C-470PSL8102 C-470PSL8101 *I• 1, I I I b 11 �, ) I �_ P 470P8102 P 470P8101 b iC._i ) i0 i , ' 11. , -,,,, iii ' ,i ...,. -.__LaN\\ _, : r . , 1 111 , , .1 i.i 1(11 ,„„,.., iZ-3 x' r— i ti CONTINUED ABOVE SEE DRAWING EP101 FOR CONTINUATION r-1-- Section 2 II_ ED101 1/2"=1'-0" DRAINAGE PUMPING POWER PLAN I i �D101 NOTES: 0 3/8"=1-0 —�T 1.SEE DRAWINGS E001,E002 AND E003 FOR a LEGEND,ABBREVIATIONS AND NOTES. In �� co 2.REFER TO CIRCUIT/RACEWAY BLOCK • DIAGRAMS FOR CABLE AND CONDUIT ROUTING DETAILS. N TO N TO 12" 0' 1' 2' 3' 4' 5' 6' 7' 12"6` 0' 1' 2' 3' 4' 5' 3.SEE SPECIFICATION SECTION 16050.1.09.C.2 �.� TO DETERMINE PROPER CONDUIT TYPE TO ol0 3/8"=1'-0" 1/2"=1'0" KEY PLAN INSTALL IN EACH AREA. (D of �l GINee/., I _ � X .� =d 'AMJ DATE MARCH 2016 - FROJNPME: SHEET TRLE: SHEET 223 GF:288 DWGX ,11)/ / S.g co Y� "7 y ANOOCM"ED101 — CLEAN WATER SERVICES ELECTRICAL DIS 0REGON; THIS BAR IS ONE INCH M DURHAM AWWTF ciiiqRDT CADFXE* WHEN DRAWING IS `!i eanWater SeLv1ces ©.BLACK&VEATCH DRAINAGE PUMPING E: 3/14/18 ED 101 v yap"- ti Q II Our commitment is clear. PHASE 5 SECONDARY TREATMENT POWER PLANS PLDk. dates FULL SCALE. AJT SDAIEI AS SHOWN aEva+ � om+ APeo DESCRIPTION Hwy. Oregon 97123-9379 SYSTEM EXPANSION PROJECT c 6757 ENGR STAMP: �� 6/7X�pIXI c 2550 SW Hillsboro Hillsboro,O I ICONTINUED FROM BELOW 141111 1 --I - J LC\ 960LP3402-17 18 MillyEEmEr,I ) 7 960LP3402-17 � EL2 �T— I I 1.__I, IIIIMIM ��� I< ` -, _� _ • _ 1 -III I'i �T - - 11,, - I: _ _- • Ni ii- ; 1 1 1 .- ❑ ISI \ 7' 960LP3402-17 _„ NL 960LP3402-17 LC 980LP3402-17I NL 960LP3402-1711 a EL2 I0 3 1 7``960LP3402-17 Mr = 18 18 26 —EL2 , III III ell i I f 0 E'- 960LP3402-14� n 0. II __-:gi 960LP3402-1418 I0,liti 1111111111M i i a, I. ` ' 1 1NL 960LP3402-17 LC 960LP3402-17 18 26 7`2--960LP3402-17 I IMUIF r EL2ifinsrii I I i ED101 lip - - ik., .., i _z-I 7<_960LP3402-17 ' , 01 vol EL2 g.- : I 1111 .11 KEY PLAN CONTINUED ABOVE IIII Ell 7 i1 ti NOTES: I SEE DRAWING EP102 FOR CONTINUATION 1.SEE DRAWINGS E001,E002 AND E003 FOR LEGEND, ABBREVIATIONS AND NOTES. 2.FIXTURES WITHOUT A SWITCH LETTER DESIGNATION SHALL BE ON 24 HOURS. 111 i TO CEWAY DRAINAGE PUMPING LIGHTING PLAN 3.AER FD CONDUIT ROUTINGIDET BS.LOCK DIAGRAMS FOR CABLE 00a 3/8"=1'-0" 4.SEE SPECIFICATION SECTION 16050.1.09.C.2 TO DETERMINE N m PROPER CONDUIT TYPE TO INSTALL IN EACH AREA. 0 N 12" 0' 1' 2' 3' 4' 5' 6' T 5.FIXTURES SHOWN WITH"NL"DESIGNATION SHALL BE o 3/8"-1'0" UNSWITCHED AND SHALL BE ON 24 HOURS. D II > �AMJ pare MARCH 2018 raa wwE: SHEET TITLE' SST:224 OF:288 OWGR " sig -d cn �� �/ ANOO «Eb102 CLEAN WATER SERVICES ELECTRICAL �pT Di• ,OoLGON c THIS BAR IS ONE INCH '7 c_ • DURHAM AWWTF ER a. RDT CM,ALE WHEN DRAWING IS CleanWater SerVlceS BLACK&VEATCH DRAINAGE PUMPING PATE 3/14/18 EDI 0c. 2 9 "F JAMES FULL SCALE. Our commitment ie clear. PHASE 5 SECONDARY TREATMENT LIGHTING PLANS PLEA AJ7 AS SHOWNI SYSTEM EXPANSION PROJECT S IErPPaTION PIR 6/38/M18I n atop pare DRN arPp DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 971235379 wtwx 6757 EN' STAMP I I GROUND ROD -GROUND ROD WITH TEST WELL (TYP OF 3) 480PDIT4104 FREE STANDING — — — — — — — — — 0 I 480PIT4103�� / WATERPANELNEL M0501 GFUWPI / (NOTE 5) �'' io • #4/OG ' /5-480PIT4103 / (NOTE 960LP302-10,11 i 3,4) 1 i 480LCP4601 -LC- I I T II I J /S-480PDIT4104 / ` /J� / + J l 480EF4101 /S 480PIT4103� �S-480FIT4601 - V Q Q {_! I� I -q►4/0G TO �S 48OPDIT4104� FOUNDATION S 480FIT4602� - \ 11II REINFORCING PDSH4101 / `I IC 480FV4601 z /P 480EF4101iI •I 480EF4101-DIS I I lol I i I 480PB3403PULLBOX ��OG) f J J f - ! I J 1 1 I ` / 1 J /—PULLBOX480P63402(DIGITAL) I I < � 480EF4101-LCS- lig ( P-480EF4101 —f C 480EF4101 I Jul I{ PULLBOX(POWER) (0) \I P 480LCP4601/ (\z/P-48• 0FIT4601,/ -- 10 480PB3401 �.�GFINVPI I P-480FIT4602/ I I I © I t > I L - - - 960LP302-10,11 / I I (NOTE 3,4) I — - _ _\ I - �i _ LC -�480EF4102 II - _ - �,, , „ t, C-480EF4102 PDSH4102 I / /P-480EF4102� P-480EF4102 I -- Zs I / \---CLASSIFICATION I / BOUNDARY 480EF4102 DISC (NOTE 2) -h r JNim L -I 0 480EF4102-LCS- _- _I I I NOTES 1. SEE DRAWINGS E001,E002 AND E003 FOR ELECTRICAL LEGEND, I- I ABBREVIATIONS AND NOTES. • I960LP302-10,11 LC — I (NOTE 3,4) 2. AREA WITHIN 3'OF FANS,DAMPERS,FLEXIBLE CONNECTIONS, © FLANGES,DUCTWORK,AND ODOR CONTROL VESSELS ARE AREA e I BEI TYPE 7B. I I " 3. SITE LIGHTING SHALL BE CONTROLLED BY LIGHTING CONTACTOR. I CFI I PI LIGHTING CONTACTOR SHALL BE PROVIDED BY THE OWNER(CWS). , i I I 0 4. CONTRACTOR SHALL ROUTE TWO 120V CIRCUITS TO EACH LIGHT POLE TO POWER EACH LIGHTING FIXTURE AND RECEPTACLE. J ® 5. CONTRACTOR SHALL LOCATE THE FOLLOWING INSTRUMENTS IN _ — \ / — — — — 1 THE WATER PANEL:WATER HEATER,480FIT4601,480FIT4602, o 0 \ — / — — 480FV4602. •N / / 6. REFER TO CIRCUIT/RACEWAY BLOCK DIAGRAMS FOR CABLE AND CONDUIT ROUTING DETAILS. N m - - -' CONTINUED OJ 7. SEE SPECIFICATION SECTION 16050.1.09.0.2 TO DETERMINE 12" 0' 1' 2' 3' 4' 5' 6' 7' ODOR CONTROL POWER AND LIGHTING PLAN ON E101 PROPER CONDUIT TYPE TO INSTALL IN EACH AREA. o I-- Di 3/8"-1'-0" is ;01YEPRG:N; o0l �LI % d11 > AM J giz: MARCH 2018 �OJN^"1eS ErT sxeer:225�:288 °NO•� �� �� CLEAN WATER SERVICES ELECTRICAL DigE0101 mor .�,� THIS BAR IS ONE INCH �-v1 DURHAM AWWTF ODOR CONTROL DATE, 3/14/18 EO101 9z Z;*8rR a.2° Q RDT ctor,E k WHEN DRAWING IS l ileaIIWater SeMCeS BLACK&VEATCH PHASE 5 SECONDARY TREATMENT POWER AND LIGHTING PLAN PLS mks • FULL SCALE. Our commitment is clear. par+/,1gN SIlL 6/30/role REVd DATE DFM! APPU DESCRIPTION - 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT 6757 I I wroAlT SCALE: AS SHOWN -� cos c I PROJ x ENca STAMP: I465FE1905 SEE DRAWING ED101 FOR CONTINUATION TPP-3 465P2001 ) SI OM EP501 I II 5O C-465PSH2O01 • C-465TSH2001 P 465P2001 i 465P2001-DIS 465FIT1905 +� �"� _ I / mm -r��+-SII'-+ ii I Ts Z 116 FI i� ii1..®� : as5TSH2oo1 _U_�]'-.121m—low,..– :46_ �1 I j 465lcs2001 465PSH2O01 j� p it In'i C 465PSH2002 0-465 sH'2.2 P-465P2002 ` 1111.111M465P2002-DIS CONTINUED FROM BELOW " I z z �- + I ' 41..---.....--"... ...---. I.�.w i � 1 4651-cu 2 P• '��� IU )1 : 465TSH2002 [r1 u`m .I W 2 WAS PUM.1,I 465PSH2002 r 1■/I_,i h LLO (TYP OF 2) -(465P2002 ) 'I, 7.-4-67-1903-11:465P1903 DIS 465P1903 P-465P1903Liitt1 •465•11111111111= P1903 LCS ieTt -• II 1 C '-,7111111:1 '. ' 465P1904 DIS 465TIT5005 SIDE STREAM IIIIIIIim,I_. •I , .1111RAs PUMP 465P1904 CI I ( 465FIT1900 71[MI N Le„ 'OF 2) ►�j�1T1+ft L. �n� `�I -.. . .4141.116.-.P............11111111111.111111111.....„„ IIIA �',wJIT�.1,11 ■1I—1 465TIT50 ;i '1'''1. I�Ir ` 41�� MDMIDD 465HOIIT1901—II v .46 P i3O. .oa 3Ii _ I 465AIT2000 �""'� 465P1904 _n�,� P G,rM_ t �IV(P-465HOIST1901) ' A , t rt P-465P1901 011 �� 465P1901-0IS 420AIT1805 �>t.e , 420AE1805A 1 485EE1900 ( I 465P1901-LCS 420AE1805B 420AE1805C ►` ■ �� • ..! I''t� 420AE1805D11 \,- '.'' �1I■' �n' '. i tl I 'II I 960LP3401-19 ,,, �t 465P1901- i`,'.m- ill _ I 465FIT2000 -- TERMINAL JUNCTION BOX (ANALOG)465TJB3401 1 RAS PUMP • (TYP OF 2) P-465P1902 - -._ 465P1902 DIS- (465EF5003 el 1 UP '' Lr '!m! �� 465P1902-LCS I i _ �)� il �� 465PSL5004� - - t�''. �1 1111/ 11111-II' 61 Niiiii empliilA _ II�..10241 l' II ,�� (465EF500&LCI j III - (465EF5003-DIS) 711iIP _ i�_III1cl®x® • 41111 _II !■±ILII s1' I : lr 1p,..:i,..._'©,WI I®ill®II i-4 IIII 'lir ! P502 1101111=119•MO W .I. 111 465FE2000 _ L. Nr 11, 11 I(465WHTR4201)--� NOTES: �((( - 1.SEE DRAWINGS E001,E002 AND E003 FOR LEGEND,ABBREVIATIONS ' I 1 � AND NOTES. 1 e 1 1 a 2.REFER TO CIRCUIT/RACEWAY BLOCK DIAGRAMS FOR CABLE AND • CONDUIT ROUTING DETAILS. I o (465WHTR4201-DIS)- e, 3.SEE SPECIFICATION SECTION 16050.1.09.0.2 TO DETERMINE °p,t ' PROPER CONDUIT TYPE TO INSTALL IN EACH AREA. N N CONTINUED ABOVE EP1Do 4' 2, 0' 4' 8' .� _ RASNVAS PUMPING POWER PLAN ui1/4"=l'-0" 1/4"=1'-0" op KEY PLAN o O>i aa+-AMJ OG MARCH 2018• — Pao NJ WE: SHEET TITLE: SHEET:226 oF: owex �� 85&1ePE�� 288 " (g =CI '� CLEAN WATER SERVICES ELECTRICAL — Did alYEGON ANOO EP101 THIS BAR IS ONE INCH �-vv�� lal BLACK&VEATCH DURHAMAWWTF RAS/WASPUMPING STATION " 3/14/18 EP101 1,41'`aH.� Q FILE WHEN DRAWING IS ..leanWater SeMCeSPHASE 5 SECONDARY TREATMENT POWER PLAN PLC. JAMES C�Da FULL SCALE. Our commitment is clear. tw.umN ptiE. 6/30/2581 I $ �AJT SCALE: AS SHOWN DATE owl o DESCRIPTION 2550 SW Hillsboro H . Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT 6757I o Paan. ENGR STAMP: SEE DRAWING ED102 FOR CONTINUATION LC 960LP3402-17 LC 960LP3402-17 4 960LP3402-14 I () _ 3 3 7 960LP3402-17 18 18 EL2 H — 3:321,41.....11:1o-�'„ „�i;''au NI II Ir ®. CONTINUED BELOW O , w rt LC 960LP3402-17 NL 960LP3402-7 I O 1 O 960LP3402-15 7 o18 t EL2,— W 18 i:F1'1 Ll ■ •II)�_li J I(� �I<lia 960LP3402-14 z -W-'''y,•��', •,�l1,,. 1 — - u.1 LC/ 18 960LP3402-15 _, 960LP3402- e II 3 15 LC 3 —I.x�� ��= �� a■Ii,,I �■ ��3' .1 _Niles�i� _ 18 I ii J AImi' '' '_2n �m"N�1xSGk'M mm..-........ ••_ E ir,"�7`960LP3402-15 (tic co EL2 960LP3402-14r� A ii -I I ,I'' 0 a t 7_.,>960LP3402-15 I _ L_ ' j;�' I EL2 EL2 r mow,, �,'�`,�.�� ��u,.�^`max I I �h IL NL960LP3402-15 L. 7 960LP3402-3 O960LP3402-15 LC - O I 3 18 18 '®'® �960LP3402-15 — r ti NL 960LP3402-3 Imo` i \ i �, 960LP3402-14 UP �Il u_I 7,._ 340215 fi _960LP3402-14 _ NL/-..�960LP3402-15 960LP3402-15 EL2 LC -tl1U �A z` _= 3 �_ _7 _ �� ��, u�I 18 IN 18 III — �' I' ICC s - I I =_:-7�--960LP3402-15 Al, 960LP3402-14`EL2 J ii�.riiii� I _ I� NL 960LP3402-3 __ g.1 1 LC 960LP3402-15 LC 960LP3402-15 r 3 3 _7 _ c: ___ 18 18 - _ 7 NOTES: ( ' 1.SEE DRAWINGS E001,E002 AND E003 FOR LEGEND, I i i 1 I 7 960LP3402-3 ((A ABBREVIATIONS AND NOTES. I 2.FIXTURES WITHOUT A SWITCH LETTER 1 (' _ 7>960LP3402-15 ; DESIGNATION EL2 EL2 i SHALL BE ON 24 HOURS. '"-" 3.REFER TO CIRCUIT/RACEWAY BLOCK DIAGRAMS o I 1 FOR CABLE AND CONDUIT ROUTING DETAILS. EP10 co`' CONTINUED ABOVE v N 4.SEE SPECIFICATION SECTION 16050.1.09.C.2 TO -- DETERMINE PROPER CONDUIT TYPE TO INSTALL IN EACH AREA. a 4' 2' 0' 4' s' RAS/WAS PUMPING STATION LIGHTING PLAN KEY PLANiii 1/4"=1'-0" 5.FIXTURES SHOWN WITH'NU DESIGNATION SHALL BE o ai 1/4"=1'-0° UNSWITCHED AND SHALL BE ON 24 HOURS. IQ Q Fgco 0 05��� eF aY `=d > +�AMJ e°A�rE MARCH 2018 _.-_.----- PROJNAMe SHEET TmE: SHEET.227 aF:288 DWG* " $ig co I= IINNIN CLEAN WATER SERVICES ELECTRICAL Di I. T OREGONi THIS BAR IS ONE INCH - \� _ DURHAM AWWTF RAS/WAS PUMPING STATION °A'E 3/lans EP102 9 �Fap .ANOO owcx EP102 P oT /v� �x� JAMES RDT c.ADFlLE: WHEN DRAWING IS C1eanWateT Services BLACK&VEATCH PHASE 5 SECONDARY TREATMENT LIGHTING PLAN �� FULL SCALE. Our commitment is clear. [uwAnDN 64L APi Q AJT SCALE AS SHOWN DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT ""S 8757 I 6/30/20181 G REV# DATE Gil APFbPRG!!k ENGR STAB&: I I I �� �� II Ik �,, I' 960CD5009 E -960CD5003 _ X11 FUTURE SCADA /C-T101/\ i / WORKSTATION -#4/0G TO EXPOSED C-960CD5002 - t COPPER GROUND BUS 6"WIDE 960JB3401 )-�-r DNI#6G TO - I BOXOUT I -�� EXPOSED COPPER J ) E, OO6BOXOUT (NPEI C 4 OMX1750 ( 960LCP3401 Iui I C-410MX1751 \ C-410MX1752 C-410MX1753 "" - C-410MX1754 FI F(TgICAL ROOM p I C-420CD1805 STAIRWELL C-420P2101 C-420P2102 C-465EF5002 CLCP3402 1 II C-465EF5003 6" WIDE C-470P8101 1 ' IIN-410P1401 I BOXOUT (NOTE 2) t- N-410P1402 } 960MCC340 + '' " FUTURE EQUIPMENT N-410P1411 -- C-960EF5001 ' N-410P1412 ,� II I— I N-465P1901 N 465P1 02 #4/0G GTO GROUND RING I #6G TO BUS BAR " L N-465P1903 ll A N-465P1004 C 465PSL5001 1111"1 I II� �OAHF3402 ) N-465P2001N-465P2002 '60005001 I l I I I ( 960AHF3401 ) I N-470P8102 I N-480EF4101 #4/OG "' �' N-480EF4102 C-960CD5001'` L_�===—� NOTES: �� ##4/TO 940M 334 -FUTURE 1.SEE DRAWINGS E001,E002 AND E003 FOR LEGEND,ABBREVIATIONS =�e1' #4/0 TO 960MCC3401 EQUIPMENT �� 960EF5001-MS AND NOTES. I CONTINUED ON � r� #6G „� #4/OG �Pjl9ID► 2.CONTRACTOR SHALL INSTALL 6"WIDE BOXOUT UNDERNEATH NEW EA101 4., 1l> AND FUTURE EQUIPMENT LOCATIONS TO PROVIDE ACCESS TO CABLE P-960EF5001 DI 1TRAY.CONTRACTOR SHALL PROVIDE COVER PLATE FOR BOXOUTS 48"GROUNDING � ( IjdIIIl RESERVED FOR FUTURE EQUIPMENT.SEE DRAWING SP-102 FOR CABLE GUTTER111 (9�ACU5001-DIS) TS T T-103 I(� 3.CONTRACTOR SHALL INSTALL A DIVIDER TO SEPARATE THE DIGITAL 1CABLES AND THE NETWORK CABLE ROUTED IN THE CABLE TRENCH BETWEEN 960MCC3401 AND PLCS:960LCP3401AND 960LCP3402. 960XFMR3401 n \\am '/P-960ACU5001/ 4.REFER TO CIRCUIT/RACEWAY BLOCK DIAGRAMS FOR CABLE AND 960MTS3401 " CONDUIT ROUTING DETAILS. 960PP3401 5.SEE SPECIFICATION SECTION 16050.1.09.C.2 TO DETERMINE 960PP3402 { 960LP3403 /C-960TIC5001/ ,..._ PROPER CONDUIT TYPE TO INSTALL IN EACH AREA. 99601()---P32I 960LP3401 ) (960ACU5001 ) 6.REFER TO CIRCUIT/RACEWAY BLOCK DIAGRAMS FOR CABLE AND CONDUIT ROUTING DETAILS. 7.SEE SPECIFICATION SECTION 16050.1.09.C.2 TO DETERMINE p PROPER CONDUIT TYPE TO INSTALL IN EACH AREA. I I ---I I I m ELECTRICAL ROOM POWER PLAN 111 0 M �v N`� EP1r "'I4' 2' 0' 4' 8' 1 swvy+ M 1/4"=1,,0. Ola KEY PLAN 0 0 .<0.0E& p GINE i � F II > AMJ o�nrE MARCH 2018 rnaRmvae: SHEET TITLE: SHEET:228 288 DWG" P d CLEAN WATER SERVICES ELECTRICAL Dig ��XE onlg ANOO EP103 THIS BAR IS ONE INCH — DURHAM AWWTF ELECTRICAL ROOM POWER T: 3/14/18 9 gf�BfR e.��4 c.:RDT GIDFAEt WHEN DRAWING IS - Mean Watel Services © BLACK&VEATCH EP 103 Ja, s 7S :'S FULL SCALE. Our commitment i.clear. PHASE 5 SECONDARY TREATMENT PLAN PLOY: $ AJT AS SHOWN SYSTEM EXPANSION PROJECT �ws I�,aR DAT 6/30/p+e1 'o NEVI! DATE ORN IWM1O DESCRIPTION 25�SWHillsboroHwy. Hillsboro,Oregon 97123-9379 ews acrssTuu+: 6757 I I I I LC 960LP3402-5 OLP3402 4 EL2 9 ELT LC 960LP3402-5 1774;7 WPII 7 I I EL2-9� I r® '1.1. TC .W 111 mI 960LP340I-2 • T ELI 960LP3402-1 960LP3402-2 960LP3402-1J 960LP3402-5 0 NL, 960LP3402-1 A 1960LP3402-1 A 960LP3402-1 LC NL 960LP3402-311 II 960LP3402-2 7 a-� I 112 111 DN — 1 _4 11-', 12 12 _ ` I LC 0 960LP3402-5 7 � 7 I STAIRWELL- I I I- ELECTRICAL ROOM II I I 1 II 960LP3402-4 WPI } 960LP3402 i -� 1-Li 12 960LP3402-3 9 123 1 1 I -EL2 If E ' A 1 960LP3402-1-— NL^960LP3402-1 A —960LP3402-1' -i-/— I� 1 960LP3402-4 ,1 WPI 12 12 _12 q4 ( II 9 960LP3402-1 LC0-- LP3402-5- H II- I I EL2 _ 4 µI1 , r1 I _ III 7 �I ., 960LP3402-2 96oLP34o23; 1 rA it , ■� _ I^"" t I LC 960LP3402-5 I A NL A—960LP3402-1 A 960LP3402-1_ NL 960LP3402-1 EL2 MN 960LP3402-1 �9 1 1 I I LJ _12 12 X12 ELI I CABLE GUTTER ��`�� I �� NOTES: ( 960PP3401 960LP3 ) 403 o ( 960PP3402 (NOTE 2) a 1.SEE DRAWINGS E001,E002 AND E003 FOR LEGEND,ABBREVIATIONS 960XFMR3401 960LP3402-2 96OLP3402-2 AND NOTES. � � 960LP3402-1 ;T. 2.LIGHTING CONTACTOR SHALL BE PROVIDED BY THE OWNER(CWS). EL2_9 I -- 1 IlI m 3.REFER TO CIRCUIT/RACEWAY BLOCK DIAGRAMS FOR CABLE AND LC f\960LP3402-5 �960LP3402 4 LC 960LP3402-5 CONDUIT ROUTING DETAILS. WPI 0 7 �- I 7 960LP3402 4.SEE SPECIFICATION SECTION 16050.1.09.C.2 TO DETERMINE I 960LP3401 PROPER CONDUIT TYPE TO INSTALL IN EACH AREA. 5.FIXTURES SHOWN WITH"NL"DESIGNATION SHALL BE UNSWITCHED AND SHALL BE ON 24 HOURS. ELECTRICAL ROOM LIGHTING PLAN I 1I4 =1-0" ' II i 1 gl v N°r EP1a 0 4' 2' 0' 4' 6' N c 1/4"=1',-0• QW Ola KEY PLAN 0 0lDRIt ��o Pte£ o ��` GINE : Q AMJ DATE MARCH 2016II miiiiimmum -_ -- PROJNAME SHEET TITLE: T:229 OF:288 mono 4 E' -d „ANoo EP104 ��� � \\` CLEAN WATER SERVICES ELECTRICAL �T Di R II�E orlig THS BAR IS ONE INCH BLACK&VEATCH DURHAM AWWTF ELECTRICAL ROOM DATE 3/14/18 9 f�BER 8•ryo Q RDT CAS FILER WHEN DRAWING IS ..■ CleanWa6er SerV1CeS © PHASE 5 SECONDARY TREATMENT LIGHTING PLAN EP 104 � S t • FULL SCALE. ���� Our commitment is clear. AJf MOLE' AS SHOWN �� Doti �ePo DESCRIPTION 2550 SW Hllsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT ax 6757 ENOR STI ate' 6/70/YO18I I I I I I _ — i ! CABLE TRAY(POWER) I II--II I i i I / _��, rI! i t i--CABLE TRAY ! f (DIGITAL.&ANALOG) • �1II Ilrl�, II r �I i!i,, l ill r__ _ _ :_ ��►. "� f I 1E�� _______ rr' ilr ill►r rt. '�� II ILII I I II ia u . a Il ! r »t w ,,,„,,,,,, iiiii I II n iiiu 1111131-10411117't1111111.111111MC .I1 , 1 C-465P2001 C 465P2002 C 465P1903 I . I -illlES 010] C 465P1904 �,C 465P1901 == I -C-465P1902 I P-465WHTR4201 P-465P2001 P-465P2002 PIIIP-465P1903 at P-465P1904 �,P-465P1901 III �P-465P1902` �r Ps a NI Inc 465P2002-DIS 465P1903-DIS_ 11 4654 DS 465 �I■ / �I� , Immo P �P7.7.1:,,,.._ C-465P1901 II�I�III /C-465P190 I.I�II C-065WHTR4201 rA C 465P2001 N P1901-DIS} j �465P1902-DIS ,f 4 ) C-465P2001• C-465P190 T lin 465P2001-DIS �� �� �i' 65WHTR4201-DIS I { limr-l � �1-1 II J �� �� _ . !!X1 ,,'1 �1 ' �i '� 465LCS2001 ' 465LCS2002 1'�465P1903_LCS 4 -' � J® ��" ! � �, . g. 465P1902 ICS �' >- � �' ' ! C-_. ® -+�� 465P1901-LCS e P-465P2001 cM\ i' I� �nf�IIN I' 465P1903 465P1904 465P1901 465P1902 �� _ Il .iSg l' t 111 i a <465WHTR4201) C-465TSH2001 �465P1903 P 465P1904 P 465P1901 P 485P1902 �j�i P 465P2002 ' e 6 t A- TUNNEL OPERATING C-465PSH2001 �� �65TSH2O09 ��� 0 465P1904-LCS o o I u ( sS* LEVEL EL 139.00 465P2001 C 465PSH2O02 465P2002 I rT SECTION 1 I INOTES: 1.SEE DRAWINGS E001,E002 AND E003 FOR LEGEND,ABBREVIATIONS M AND NOTES. a 2.REFER TO CIRCUIT/RACEWAY BLOCK DIAGRAMS FOR CABLE AND CONDUIT ROUTING DETAILS. °' `r 3.SEE SPECIFICATION SECTION 16050.1.09.C.2 TO DETERMINE C'm PROPER CONDUIT TYPE TO INSTALL IN EACH AREA. v 12" 0' 1' 2' 3' 4' 5' 6' 7' Illi 3/8"=1'-0" h-s40,-:.,,,,.C,I f�i0c oi w Mt co unimmim PROJr000: sNEETTrc E: sNEET:230 288 °NG° �/ Q +AMJ oono: MARCH 2018 V N CLEAN WATER SERVICES ELECTRICAL D1c ,E1 OSN:/WO0 owoa.EP501 WE' 3/14/18 v `^� 'IV' THIS BAR IS ONE INCH • BLACK&VEATCH DURHAM AWWTF RASNVAS PUMPING STAION ER 6 :RDT WHEN DRAWING Is CleanWater Services ©, PHASE 5 SECONDARY TREATMENT CONDUIT ROUTING SECTION PLEA EP5Q1 , 5 FULL SCALE. Our commitment is clear. AJT WALE AS SHOWNSYSTEM EXPANSION PROJECT �N$ 6757 ENGR STI P: ON MY. 6/70f1U7aI REVS DATE lMN gRpp �StliIP7pR 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRO! `c I I I I I /P-465AIT1805/ CABLE TRAY P-,720 465AIT00 (DIGITAL&ANALOG) TO CABLE TRAY �� (DIGITAL&ANALOG) \l TO CABLE TRAY(POWER) O CABLE TRAY(POWER) . TO CABLEI I /P 465FIT2000� — 465HOIST1901 /P-TPP3 TRAY(POWER)~ /s-465FIT1900�0 /S-485FIT1905/ s' I -465AIT2000 ®,_ ( "---....--)/P-465FIT190 1 -..-. _ _ 5 465FIT1905— „ S 465TIT500 ®.j ' I� p - 465AIT1805 1 �_ '� r/S-465FIT2000�� �i/S-465FIT1900/ '' 1 \ E//P-465FIT1900/ IIIy -L /S-465AIT2000 7------AIT1805 ( + TERMINAL JUNCTION � t + 1 i BOX(ANALOG) 1 J '' ~ I 465TJB3401 - • fa 465HOIST1901) el\�' o — 465FIT1900-DIS) TPP-3 S 465FIT2 �'� (465FIT1905-DIS 000/ii: 960LP3401-24 n --® ® - :•1LP34�1-20 1 n 960LP3401- /111 410FIT2000 DIS 1 �_, �,�. 465Fff2000 4653171900 465FIT1905 'i ( 420AIT1805 °9601:P3401-2.d 465TR5005 ) 1 I (420AIT2000-DIS) 465AIT2000-DIS) (465HOIsT1901-DIS) I i 960LP3401-19 ( 465AIT2000 ) TUNNEL OPERATING LEVEL EL 139.00 I \ I n SECTION 1 EP101 3/8"=1'-0" 11 I I NOTES: M 111 M 1.SEE DRAWINGS E001,E002 AND E003 FOR LEGEND,ABBREVIATIONS m AND NOTES. 2.REFER TO CIRCUIT/RACEWAY BLOCK DIAGRAMS FOR CABLE AND M r°v CONDUIT ROUTING DETAILS. N N 3.SEE SPECIFICATION SECTION 16050.1.09.0.2 TO DETERMINE a 12° V 1' 2' 3' 4' 5' 6' 7' PROPER CONDUIT TYPE TO INSTALL IN EACH AREA. o F 3 /8"=1'-0° I¢ �op PRO,,,, Q01 v�S���INf w ORM AMJ DATE: MARCH 2018 —__ FRO RJPME: SHEET TTLE: SHEET:131 OF:288 OWGM •(1 =d `� „ANoo Emoomomi P502 1.1111111.1=111111111 CLEAN WATER SERVICES ELECTRICAL Di I. all EGON C THIS BAR IS ONE INCH ..■■ - DURHAM AWWTF RASNVAS PUMPING STAION °°� 3/14/18 EP502 9' `Bf8 6. RDT COD FILES: WHEN DRAWING IS C1eanWater Services ©,BLACK&VEATCH JAMS S $ FULL SCALE. Srocommitment�e deer, PHASE 5 SECONDARY TREATMENT CONDUIT ROUTING SECTION PL AJT SEAM AS SHOWN Sys-�- DESCRIPTION 2550 SW HOsbo o Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT CW86757 1Ex DOST 017E: 6/70/10181 PRGJ k ENGR STM1P: 1 ,w IYNp�I +m�I'�,,14,..,,"� . wil ugYININIMIYnII. • i:.i'.:!:.;,.' Bel �Itlq�Y an••••i ,.,�I�II Itl �i'IIIINY� "�i- ,� SW mm1gINHIYpII _ """ii mar r', i fiIINIAIY. '11 Ti1 I77 �Y II�1110 - I _ 1 IYI Il,, j..! a-:.l,✓w Vii. i „A • i1 I1 L. •........1......•......1.!: is 1 Ti 1- 1 T — ;i10 I I . �} - 960LP3401 { 960PP3401 P-960EF5001f _.I r," re, _ �--- - -- _ 1 - - - - -- -- - -- - - _ 1- �oLP3ao2 ) 96C- 402_ � iP op #004- /P-960 �P-960PP3401� . ;°0 ..--- _,,,----- /- / { 960MTS3401D // I 0 001A0 I i 3,00r - 1 IF 960LP3403 ,/,/4 f NOTES: NkAr 00,400 13 -- P- PP3402/ / 1.SEE DRAWINGS E001,E002 AND E003 FOR - --- #0,00 LEGEND,ABBREVIATIONS AND NOTES. FP-960LP3403 / i 2.CONTRACTOR SHALL INSTALL A GUTTER I rd, 0 Ar T -7 �� T -� AND(10)3"CONDUIT NIPPLES TO /P-960XFMR3401/ I �/ ROUTE POWER CABLES AS SHOWN FROM ! -1 ��-1 I T — / THE CABLE TRAY TO POWER PANELS - T (960PP3401 AND 960PP3402)AND LIGHTING IAO' 0119:11 I PANELS(980LP3401 AND 960LP3402). T I OXFMR L p TCABLE GUTTER ''''''--..:\ ri \• -- T = P_960LP3401 X01/ % 3.CONTRACTOR R OPROVIDE CORE r �8 --__ DRILL PENETRATION FOR TWO 1"CONDUITS _Iiimaim NOTE 2) i (NOTE 2) /P-960LP3401/ R3401 THROUGH THE ELECTRICAL ROOM FLOOR 40 000ATF ■1111111111111111111.1 0.0 L % FROM THE COROUTE CONTROL ABLE TRAY TO 960TIT6002EAND 960TIC5001. 960LP3402 6 �� r P 410FCV1550 �, T 960LP3402-7 " NOTE 2 - A poi 960LP3402-8 j P 410FIT1660 (NOTE 2) T �r - P-410FCV1551 - 4.CONTRACTOR SHALL PROVIDE CORE AL 960LP3402-9 ( )1 P 465FIT2 00 _I DRILL PENETRATIONS FOR 12 3" �P-410FCV1552 ( ) 960LP3402-11 P 465WHTR420t ( 410AIT1652 ROOM FLOS TRRO ROGHUTE THEEOWEELECR CARL P-410FIT1662 0 (NOTE 2) - (NOTE 2)181LA ROOM FLOOR TO ROUTE POWER CABLE P- 9 0LP3402-13 /P 420SA1805 P 410FIT1659 P 410AIT1656 (NOTE 2) i . I i�=1 ;; 960LP3402-10' I / 00° 7 {1 I 9 �P-425FCV 0 FROM THE CABLE TRAY TO THE CABLE P-410AIT1656 P 470P8104A GUTTER. T_ T % P-960LCP3401A I P-960ACU5001� // $01 P 465A1IT28��. P 960LCP34016 p 410AIT1659 P-480FIT4601O460 - 5.CONTRACTOR SHALL PROVIDE CORE DRILL 5 960TIT5002LP3402-14 _ P 410AIT1660 ---- NOTE 2 PENETRATIONS FOR TWO I"CONDUITS 960LP3402-15 P 465FIT1900 P-960LCP3402A P-TPP1 f 960LP3402-17' P-960LCP3402B P 410AIT1661 : THROUGH THE ELECTRICAL ROOM FLOOR TO A 960TIC5001/ P 465FIT1905 py10FIT1305 p�P2 1 I ' Y ° -__.: ROUTE ANALOG CABLE FROM THE CABLE P 410AIT1662 j r j P 410AIT1663 P-TPP3--- r + �' TRAY TO HVAC INSTRUMENTATION. j 1 P-480LCP4601 P-425LIT1811 1 P-410FIT1410 P-410FIT1550 P-410AIT1664 (NOTE 2 I III I 1 I I OPERATION LEVEL 6.REFER TO CIRCUIT/RACEWAY BLOCK I , I N III NOTE 5 ) j EL 161.00 DIAGRAMS FOR CABLE AND CONDUIT I NOTE 4 �I I I t 1 III 11 I I III I �P 410FCV1554 p I IP 465MAU5001r l l i I I i I I I III I I 1 I P465HOIST1901 ROUTING DETAILS. �� I� III I;I III III III III 111 III III I/III 7.SEE SPECIFICATION SECTION 16050.1.09.C.2 ' NOTE 4 NOTE 4 I TO DETERMINE PROPER CONDUIT TYPE TO INSTALL IN EACH AREA. 2 Q-0 8.CONTRACTOR SHALL INSTALL THE CABLE _ GUTTER SUCH THAT THE FRONT OF THE GUTTER °D NOT EXTEND BEYOND FRONT OFOES THE POWER PANELBOARDSHE v 0 a \ Section 1 ENSURE INSTALLATION MEETS WORKING aSPACE CODE REQUIREMENTS. 12" 6" 0' 1' 2' 3' EP103 3/4"=1.-0" h �ma ¢o CLI 3/4"=1.-0" >¢ ��� 232 288 m asB arc. ,d DM AW Da MARCH 2018 PRo wvne: SHEET yne SHEET, oF: DWG# �' $)g U +n ��� ��\\` CLEAN WATER SERVICES ELECTRICAL DioXeco J� ANON Da*EP503 DURHAM AWWTF ELECTRICAL ROOM CONDUIT PLOT `8PR B. o_ THIS BAR IS ONE INCH _-� rn c_ BLACK&VEATCH ars. 3na/16 EP503 v+ JAMES RDT uDPwFa WHEN DRAWING IS C1eailWater SeMCeS �+� PHASE 5 SECONDARY TREATMENT • FULL SCALE. _�� Our commitment,.clear. ROUTING SECTIONS MPAJT sem: AS SHOWN SYSTEM EXPANSION PROJECT �$ I EXPIRATION EWE: B/�/�181 0 REV DATE DAN MPD DesazwnoN 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 cws6757 ENGP y-fAMP 1 1 I —SEE DRAWING E101 CABLE TRAY NOTE G2 CABLE TRAY NOTE G2 CABLE TRAY NOTE G2 CABLE TRAY NOTE G3 CABLE TRAY NOTE G3 CABLE TRAY NOTE G3 CABLE TRAY NOTE G4 CABLE TRAY NOTE G4 CABLE TRAY NOTE G5 CABLE TRAY NOTE 05 FOR CONTINUATION POWER TRAY POWER TRAY ANALOG CABLES: POWER TRAY CONTROL TRAY(NOTE 2)--ANALOG CABLES: POWER TRAY CONTROL TRAY(NOTE 2)POWER TRAY ANALOG CABLES: J P-410MX1750 P 465HOIST1901 S 410FCV1401 P-410MX1750 DIGITAL CABLES: S 410FCV1401 P-410MX1750 DIGITAL CABLES: P-410AIT1658 5 410AIT1656 111 P-410MX1751 P-480EF4101 S 410FCV1402 P-410MX1751 C 410MX1750 S-410FCV1402 P 410MX1751 C-410MX1750 P-410F1T1658 5 410AIT1658 I P-410MX1752 P-480EF4102 $410FCV1550 P 410MX1752 C-410MX1751 S 410FCV1550 P-410MX1752 C-410MX1751 P-410AIT1659 S 410FIT1658 P 410P1401 P-480LCP4601 S-410FCV1551 P-410P1401 C-410MX1752 S-410FCV1551 P 410P1401 C-410MX1752 P 410FIT1659 S-410FCV1658 'r P-410P1402 960LP3402-10 S-410FCV1552 P 410P1402 C 410P1401 S-410FCV1552 P 410P1402 C 410P1401 P 410AIT1656 S-410AIT1659 .- i P 410FCV1401 960LP3402-11 S 410AIT1656 P 410FCV1401 C 410P1402 5 410AIT1656 P-410FCV1401 C 410P1402 P 410AIT1661 S-410FIT1659 P-410FCV1402 960LP3402-6 S-410AIT1658 P-410FCV1402 C-410FCV1401 S410A1T1658 P410FCV1402 C-410FCV1401 P-410FIT1661 S-410FCV1659 CABLE TRAY il P-410MX1753 960LP3402-7 S-410F1T1658 P-410MX1753 C-410FCV1402 S-410F1T1658 P-410A1T1658 C-410FCV1402 P-410A1T1662 S410A1T1661 NOTE 06 I P-410MX1754 960LP3402 5-410FCV1658 P 410MX1754 C 410MX1753 S-410FCV1658 P 410FIT1658 C 410FCV1553 P 410FIT1662 5 410FIT1661 f. P-410FCV1550 960LP3402-9 S 410AIT1659 P 410FCV1550 C 410MX1754 S-410A1T1659 P 410AIT1659 C-465EF5002 P 410AIT1652 5 410FCV1661 P-410FCV1551 960LP3402-16 5 410FIT1659 P-410FCV1551 C 410FCVI550 S-410FIT1659 P-410FIT1659 C 465PSL5003 P 410AIT1660 S 410A1T1662 P 410FCV1552 960LP3402-19 S 410FCV1659 P 410FCV1552 C 410FCV1551 S-410FCV1659 P 410AIT1656 C-480EF4101 P-410FIT1660 S-410F1T1662 P 410AIT1658 [I i,�� S-41DAIT1681 -_P-410AIT1658 C-410FCV1552 -T S-410AIT1661 P-410AIT1661 C-480EF4102 P-410AIT1663 S-410FCV1662 ; P-410FIT1658 -O-NTR--T- w. 5-410FIT1661 -.:P-410FIT1658-4.--,....,,,, . ,,_ -a C-410FCV1553. 5-410FIT166t=, , P-410FIT1661- C-480LCP46D1_ =P-410FIT1663_ 5-410AIT1652. _...-_..- _' P-410AIT1659 P 410FIT1659 P 410AIT1656 P 41OAIT1661 CABLE TRAY NOTE02�S-410FCV1661_ „P-410AIT1659C-465EF5002 CIGITALOCLABLEYS( C 410MX1750 NOTE 2) 5 410FCV1661yP 410AIT1662 5-410AIT1662 P-410FIT165.9 C-465PSL5003 5410A1T1662 P-410FIT1662 S 410FIT1662 S 410FCV1662 P 410AIT1656 P 410AIT1661 C 480EF4101 C 480EF4102 5 410FIT1662 S-410FCV1662 P 410AIT1652 P 410AITI660 C 480FV4602 P 410FCV1553 _wS 410AIT1660 { ANALOG CABLES: S-410FCV1401 P 480EF4101 " __ S 410FIT7660 IO AERATION' a. P 480EF4102 P 480LCP4601 S 410FCV1660 S-410AIT1663 s:BASINS �� ii , 1 hi P-410FIT1661 C-410MX1751 S-410A1T1652 P-410F1T1661 C-480FV4602 S-410AIT1652 P-410F1T1660 S-410FCV1402 960LP3402-10 S-410FIT1663 III P-410AIT1662 C-410MX1752 S-410A1T1660 P-410A1T1662 S-410A1T1660 P410AIT1663 S410AIT1656 960LP3402-11 S410FCV1663 I P-410FIT1662 C 410FCV1401 S 410FIT1660 P 410FIT1662 S 410FITI660 P-410FIT1663 5 410AIT1658 P 480FIT4601 S-410FCV1553 OTETGS C-410P1401 CABLE P 410AIT1652 S-410FCV1660 P410AIT1652 S-410FCV1660 P 410FCV1553 5 410FIT1658 P-480FIT4602 S-480PIT4103 P 410AIT1660 S 410AIT1663 P 410AIT1660 S-410AIT1663 P 480EF4101 S-410FCV1658 P-410AIT1664 S480PDIT4104 p P-410FIT1660 G410FCV1402 S-410FIT1663 P-410F1T1660 S-410F1T1663 P-480EF4102 S-410A1T1659 S-480F1T4601 ; ®I P-410AIT1663 C-410MX1753 S-410FCV1663 P-410AIT1663 S-410FCV1663 P-480LCP4601 S-410FIT1659 CONTROL TRAY(NOTE 2) S-480FIT4602 j � �- P-410FIT1663 C-410MX1754 S-410FCV1553 P-410FIT1663 S-410FCV1553 960LP3402-10 S-410FCV1659 DIGITAL CABLES: S410AIT1664 TO AERATION f r I I C-410FCV1550 BASINS P 410FCV1553 S 410FIT1305 P�10FCV1553 S-480PIT4103 960LP3402-11 5 410AIT1661 C 410FCV1553 ��� I'II III III II 111111111111111111 Igh _` P-960MCC3401A C-410FCV1551 N 465MAU5001 P-480EF4101 S 48OPDIT4104 P 480FIT4601 S 410FIT1661 C-465EF5002 ~ rill - P-960MCC3401B C-410FCV1552 5410FIT1410 P480EF4102 S480FIT4601 P480FIT4602 5410FCV1661 C-465PSL5003 ) �- P-410P1411 C-410FCV1553 S-410FIT1550 P-480LCP4601 S-480F1T4602 P-410A171664 S-410A1T1662 C-480EF4101 P-410P1412 C-410P1411 S-410FCV1554 960LP3402-10 5-410A1T1664 S-410FIT1662 C-480EF4102 CABLE TRAY -1" j P-410FIT1410 C-410P14121 2 S-465FIT1900 960LP3402-11 S-410FCV1662 C-480FV4602 •TE G4 I P-410F1T1305 C 410FCV1554 C-465PSL5002 S-420AIT1805 960LP3402-6 S 410AIT1652 I P-465EF5001 S-465A1T2000 S 465FIT2000 960LP3402-7 960LP3402-8 5 410AIT1660 S-410FIT1660 ~ ] P-410FIT1550 �. P-410FCV1554 C-465EF5002 S-465FIT1905 960LP3402-9 S-410FCV1660 a CO(e)I tnut�%, P-465MAU5001 C�-4C003 S-465TIT5005 P-480FIT4601 S-410AIT1663 TO AERATION f III R" P-465F1T1900 C480EF4101 S-480PIT4103 P-480FIT4602 5-410FIT1663 BASINS P420AIT1805 S-480PDIT4104 P-TPP3 5 410FCV1663 P 465AIT2000 C-480FV4602 S-480FIT4601 5 480FIT4602 P 410AIT1664 5 410FCV1553 � 1 P 465FIT2000 S 460PIT4103 P-465FIT1905 S-410AIT1664 S-480PDIT4104 ' P 480F1T4601 CABLE TRAYS S 480FIT4601 P-480FIT4602 OTE G3' 1 I P-TPP1 — .may _ -: 5410AIT1 -'imi��� i i P-TPP2 .— P-TPP3 — ��� ��� P-410AIT1664 Nu •��- `� M..111111•11111111101111 II a • t X I Vial , on. mil I �r 1.1 E10 441 63402 •••1= :•n NOCASE J3LE �Y SEE SHEET - 111 IIII I I I E101 FOR I- -- ::u::: : ::::::::,:::::11 ::::::::: ::::::::::::::::::::::::::::::u ::::m: :::::::::::: ::::::: ::i ::: :::u: :::::::::::wm4:::I ::::::a:::::::::::::::::::::::,::aI:11111=!:ss�- I0III . .,h ::.. CONTINUATION IIII MI_--�- --l-�i;L= ' - 3.�n ll,... c •��`�.. ABLE TRA '�" MU •" NOTE � � .r OTE CABLE TRAY NOTE G6 CABLE TRAY NOTE H CABLE TRAY NOTE J3 CABLE TRAY NOTE.13 U i� � 111 L. •• '' POWER TRAY POWER TRAY POWER TRAY CONTROL TRAY(NOTE 2) SEE DRAWING EP505 FOR CONTINUATION I P-480EF4101 P-960MCC3401A P 420CD1805 DIGITAL CABLES: NOTES: P 480EF4102 P-960MCC3401B P-420P2101 C 420001805 P-480LCP4601 P 410P141I P 420P2102 C 420P2101 1.SEE DRAWINGS E001,E002 AND E003 FOR 960LP3402-10 P-410P1412 P420SA1805 C-420P2102 LEGEND,ABBREVIATIONS AND NOTES. 960LP3402-11 P410FIT1410 P465P1901 C465P1901 P480F1T4601 P410FIT1305 P465P1902 C-465P1902 Q P480FIT4602 P-465EF5001 P465P1903 C465P1903 2.CONTRACTOR SHALL INSTALL A DIVIDER TO SEPARATE THE DIGITAL CABLE FROM P410FIT155D P465P1904 C-465P1904 THE ANALOG CABLE THAT ARE ROUTED IN P410FCV1554 P465P2001 C465P2001 THE SAME CONTROL CABLE TRAY. CONTROL TRAY(NOTE 2) P465MAU5001 P465P2002 C-465P2002 DIGITAL CABLES; 960LP3402-16 P470P8101 C470P8101 3.REFER TO CIRCUIT/RACEWAY BLOCK I C465EF5002 960LP3402-19 P470P8102 C470P8102 C-470P8104 DIAGRAMS FOR CABLE AND CONDUIT C465PSL5003 P-TPP1 P470P8104A C480EF4101 P-TPP2 960LP3402-12 ROUTING DETAILS. C-480EF4102 960LP3402-13 4.SEE SPECIFICATION SECTION C-480FV4602 CONTROL TRAY(NOTE 2) 960LP3402-14 ANALOG CABLES: 16050.1.09.0.2 TO DETERMINE PROPER DIGITAL CABLES: 960LP3402-17 S420LT2101 CONDUIT TYPE TO INSTALL IN EACH AREA. C-410P1411ANALOG CABLES: C410P1412 S480PIT4103 C465EF5001 S480PDIT4104 C-410FCV1554 S480FIT4601 C465PSL5002 I ) 1 L 5480FIT4602 I 1 N _'l2�I1II ANALOG CABLES: S410FIT1305 ' ` 6' •� CI mea L N465MAU5001 ' SEE DRAWING E101 ligNi S410fIT1410 cv m S410FIT1550 EP504 N FOR CONTINUATION a 0g orIlit S410FCV1554 11 8' 4' 0' 8' 16' _ ,. odi 1!8"=1'-0° GALLERY EAST-POWER PLAN isP SJ KEY PLAN W 4,"\\---::,c,1 N£�� > DM MU DATE MARCH 2018 +e: SHEET TITLE BSE* 233 288 DWG* � '(y� _(j ANOO owce EP504 �O7 `" EG l THIS BAR I INCH _ CLEAN WATER SERVICES ELECTRICAL Di DAD WHEN DRAWING IS CleanWate1�\\`Services BLACK&VEATCH DURHAM AWWTF CABLE TRAY �,t: 3/1 4/18 9 7 R 8•'', RDT Et �• PHASE 5 SECONDARY TREATMENT OF 2 �� E P504 JAMES t • FULL SCALE. Our commitment is clear. PPOT SCALE AS SHOWN ,�vs ogre as wro DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SYSTEM EXPANSION PROJECT w� 6757 Its.unoxarE: s/whore) SEE DRAWING EP504 FOR CONTINUATION CABLE TRAY NOTE Al CABLE TRAY NOTE B2 CABLE TRAY NOTE E CABLE TRAY NOTE Fl CABLE TRAY NOTE Gl CABLE TRAY NOTE G2 CABLE TRAY NOTE G2 CABLE TRAY NOTE Ji SEM 1 MI '■�� ppl POWER TRAY POWER TRAY ANALOG CABLES: POWER TRAY POWER TRAY POWER TRAY CONTROL TRAY(NOTE 2) POWER TRAY Ii' X1111 P-410MX1750 P 420CD1805 5 410FCV1401 960LP3402-6 P-410MX1750 P-410MX1750 DIGITAL CABLES: P-POLEBARN ��II '_� 'I ■1111 P-410MX1753 P 420P2101 S-410FCV1402 960LP3402-7 P-410MX1753 P-410MX1751 C-410MX1750 P-465WHTR4201 I IS ■• .� a� III 16111i', 111 P 410P1401 P 420P2102 S 410FCV1550 960LP3402-8 P 410P1401 P 410MX1752 C�10MX1751 P-425LIT1810 ■®li P-410P1411 P-465P1901 S-410FCV1551 960LP3402-9 P-410FCV1401 P-410P1401 C-410MX1752 P-425L1T1811 ■ ■llU P 420P2101 P 465P1902 S-410FCV1552 960LP3402-16 P-410FCV1402 P 410P1402 C-410P1401 P-425FCV1810 t I 1. I� •1 "rl'�Illil■'r}�'A l�u�'ll_I/i�ll ■1111 III' . P-465EF5001 P-465P1903 S-410AIT1656 960LP3402-19 P-410MX1753 P 410FCV1401 C 410P1402 P-465EF5003 _ _ ejl` \1111 P 465P1901 P 465P1904 S 410AIT1658 P 480FIT4601 P-410FCV1550 P-410FCV1402 C 410FCVI401 960LP3402-14 • ■ 11.11i111111411�I�I® i�l l111111. P 465P1903 P 465P2001 S-410FIT1658 P-480FIT4602 P-410FCV1551 P-410MX1753 C-410FCV1402 960LP3402-15 • CABLE TRAY G2 • ��i'� ■d1 P 465P2001 P-465P2002 S-410FCV1658 P-TPPI P-410FCV1552 P-410MX1754 C-410MX1753 ' ( • wauull P 470P8101 P 470P8101 S 410AIT1659 P-TPP2 P 410AIT1658 P-410FCV1550 C-410MX1754 CONTROL TRAY(NOTE 2) IJ1P P 480EF4101 P 470P8102 5 410FIT1659 P-TPP3 P-410FIT1658 P-410FCV1551 G41OFCV1550 DIGITAL CABLES: ■ ■■11 P-960AHF3401 P-960AHF3401 S 410FCV1659 P 410AIT1664 P-410AIT1659 P-410FCV1552 C-410FCV1551 C-425FCV1810 BNB P-960MTS3401A P-960AHF3402 S-410AIT1661 P-410F1T1659 P-410A1T1658 C-410FCV1552 C-465EF5003 MI_ NEB CABLE P-960MCC3401A S-410FIT1661 CABLE TRAY NOTE Fl P-410AIT1656 P-410FIT1658 C-410FCV1553 C-465PSL5004 • CABLE TRAY Mil CONTROL TRAY S-410FCV1661 CONTROL TRAY P-410AIT1661 P-410AIT1659 G410P1411 NOTE J3 • NOTED ■■11 CONTROL TRAY (NOTE 2) 5 410AIT1662 (NOTE 2) P 410FIT1661 P-410FIT1659 C-410P1412 ANALOG CABLES: CABLE TRAY - ■ ■1111 (NOTE 2) DIGITAL CABLES: S-410FIT1662 DIGITAL CABLES: P-410AIT1662 P 410AIT1656 C-465EF5001 S-425FCV1810 NOTE E \ — ■1111', DIGITAL CABLES: C-420CD1805 S-410FCV1662 C-425FCV1810 P-410FIT1662 P-410AIT1661 C-410FCV1554 S-425LIT1810 U 1•• imumin ■111 C-410MX1750 C-420P2101 S-410AIT1652 C-465EF5003 P-410AIT1652 P-410FIT1661 C-465PSL5002 S-425LIT1811 I ! lim-J II ■Liar C-410MX1753 C-420P2102 S-410AIT1660 C-465PSL5004 P-410AIT1660 P-410AIT1662 C-465EF5002 r iJ W' 1!1 �, t ■■11 C-410P1401 C 465P1901 S-410FIT1660 C-960ACU5001 P 410FIT1660 P-410FIT1662 C-465PSL5003 CABLE TRAY NOTE J2 ��:�' �11.4 = " 111 .�rr����l� � �� ���� -1111 III I�';1 III ' 1� C 410P1411 C 465P1902 S-410FCV1660 P-410FIT1663 P-410AIT1652 C-480EF4101 POWER TRAY I.' = I ■1111 ( ' C 420P2101 C 465P1903 S-410AIT1663 ANALOG CABLES: P 410FIT1663 P-410AIT1660 G480EF4102 P-420SA1805 ••� �, _� fIL'�• CABLE TRAY'' I Q11111 moi,.IN�i ■1111 C-465P1901 C-465P1904 S-410FIT1663 S-425FCV1810 P-410FCV1553 P-410FIT1660 C-480FV4602 P-470P8104A III 11111'■ L='u' NOTE ''''-'111 C d65P1903 C 465P2001 S 410FCV1663 S 425LIT1810 P-960MCC3401A P-410AIT1663 P-960AHF3401 auruwiaa�mmauaumHiaivaa aaiwawg2ag . C 465P2001 C 465P2002 S-410FCV1553 S-960TIT5002 iWlawawfHiinuiwPUuaPoN�agHlafi um wnu aiJtiwi!u'alalLOiw�w�x.0 aavbRhi„fi wn�✓Ixrd 1 P-960MCC3401B P-410FIT1663 ANALOG CABLES: P-960AHF3402 '•' •���' �� �-���®■Mai C-470P8101 C-470P8101 S-410FIT1305 P-410P1411 P-410FCV1553 S-410FCV1401 960LP3402-12 i .. II�7111 CABLE TRAY NOTE F2 f���_==_1�IAal���ll��lli11• 1111�(_®I®■■1I1■� G47OP8102 N-465MAU5001 P465EF5001 P-960MCC3401A S410FCV1402 960LP3402-13 :�a: 1 j"i®��I��'■1111���� '��lilf CABLE TRAY NOTE AZ G470P8104 5 41OFIT1410 POWER TRAY P41OFITI410 P-960MCC3401B 5 410FCV1550 960LP3402-14 P-POLEBARN ” ■ �1w w�11�■p MIMI _ POWER TRAY S-410FIT1550 P-410FIT1305 P-410P1411 S-410FCV1551 960LP3402-17 ■• � �•• �'u�� ANALOG CABLES: S-410FCV1554 P-420SA1805 P-410FIT1550 P 410P1412 S-410FCV1552 ,II 0111E _IIuL IIS P-410MX1751 '.�,��,�' l r I�".111 111►®®11� ,�, P-410MX1752 5-420LT2101 5-420LT2101 P 470P8104A P-410FCV1554 P-410FIT1410 S-410AIT1656 CABLE TRAY NOTE J3 �" a i 1[d ■.i/i r���tilt I -•- P 465WHTR4201 ■■1�I�I ■ + ���) P-410MX1754 S-465FIT1900 P 465MAU5001 P 410FIT1305 5410AIT1658 POWER TRAY „� i6 i�� !!II!!!®' P-425LIT1810 i�'r�11 r I I I I i l it l l II 111 I �' !gat P 410P1402 CABLE TRAY NOTED S 420AIT1805 P 465FIT1900 P 465EF5001 S-410FIT1658 P-420CD1805 1 �I-,_„ .I■■III■11■1111■i� P425FCV1810 P 410P1412 POWER TRAY S-465AIT2000 P 420AIT1805 P-410FIT1550 S 410FCV1658 P-420P2101 Vw M1 P-420CD1805 P-410MX1751 S-465FIT2000 P-465EF5003 p-465AIT2000 P-410FCV1554 S-410AIT1659 P-420P2102 S-465FIT1905 P-960ACU5001 p465FIT2000 P-465MAU5001 S-410FIT1659 P-420SA1805 CABLE TRAY ® CABLE TRAY �=' P 420P2102 P 410MX1752 S--465TIT5005 P-465FIT1905 P-465FIT1900 S-410FCV1659 P-465P1901 NOTE B2 NOTE B2 _77; 960LP3402-10P-465EF5002 P-410P1402 960P3402-11B P 465EF5003 Pr110MX1754 5 425FCV1810 P 465HOIST1901 P 420AIT1805 5 410AIT1661 P 465P1902 CABLE TRAY �� 960LP3402-6 k -____ ■■..__-_- P 465P1902 P 410P1412 S-425LIT1810 P-465EF5003 P-465AIT2000 S-410FIT1661 P 465P1903 NOTE G1 �� S-960TIT5002 960LP3402-7 P-480EF4101 P-465FIT2000 S 410FCV1661 P-465P1904 NOM CABLE TRAY q F- P 465P1904 P-465EF5003 960LP3402-8 r' NOTE Al u NOTE 4 ” P 465P2002 P-480EF4102 S 480PIT4103 P 480LCP4601 P-465FIT1905 S 410A1T1662 P 465P2001 PIM p '- P-470P8102 P-960MTS3401B S-480PDIT4104 960LP3402-9 P-960MTS34018 P 465HOIST1901 S-410FIT1662 P 465P2002 X11 CABLE 5 480FIT4601 960LP3402-12 960LP3402-10 P-480EF4101 S-410FCV1662 P-470P8101 1 q % TRAY P�80EF4102 S-480FIT4602 960LP3402-13 960LP3402 P 480EF4102 S 410AIT1652 P 470P8102 Imo CABLE TRAY S� �•� P-960AHF3402 CONTROL TRAY IN NOTE 61 �� N ���, NOTE J2 P-960MTS3401B 5 425LIT1811 960LP3402-14 960LP3402-6 P-480LCP4601 S-410AIT1660 P-470P8104A (NOTE 2) 960LP3402-15 �� e� P-960MCC34016 DIGITAL CABLES: 5-410AIT1664 960LP3402-7 960LP3402-10 S 410FIT1660 960LP3402-12 960LP3402-17 1 --- C-410MX1751 960LP3402-8 960LP3402-11 S-410FCV1660 960LP3402-13 CABLE TRAY NOTE Fl 960LP3402-1 CONTROL TRAY C-410MX1752 960LP3402-9 960LP3402-6 S-410AIT1663 960LP3402-14 (NOTE 2) C 410P1402 POWER TRAY 960LP3402-2 960LP3402-16 960LP3402-7 S-410FIT1663 960LP3402-17 gyral P 410FCV1401 960LP3402-3 960LP3402-19 960LP3402-8 S-410FCV1663 —moi DIGITAL CABLES: C-41 OMX1754 p 410FCV1402 P 410FCV1550 960LP3402� 960LP3402-5 nu; C 410MX1751 C 410P1412 P 480FIT4601 960LP3402-9 5-410FCV1553 CONTROL TRAY(NOTE 2) C-410MX1752 C-465EF5003 P-480FIT4602 960LP3402-16 S-410FIT1305 DIGITAL CABLES: -- P-410FCV1551 960LP3402-16 "Zai C-410MX1754 C-465EF5002 P-TPP1 960LP3402-19 N-465MAU5001 C-420CD1805 _ P-010FCV1552 960LP3402-19 - C-410P1402 C-480EF4102 P-TPP2 P-480F1T4601 S-410FIT1410 C-420P2101 �1■ P-410A1T1658 P-425LIT1817 1■ C-410P1412 P-410FIT1658 P-TPP3 P-480F1T4602 S-410FCV150 C-420P2102 1 C-420CD1805 CABLE TRAY NOTE E P 410AIT1664 P-TPP1 S-410FCV1554 C 465P1901 ��S®""�1� ��11������'�������"®'i7i C 420P2102 POWER TRAY PP-410FIT1659 410AIT1656 TRAY (GITALCONTRCABLES: P-TPP2 S 465FIT1900 C 465P1902 C 465P1902 P-960LCP3401A CONTROL TRAY P-TPP3 S 420AIT1805 C-465P1903 l e.T C-465P1904 P-960LCP3401A (NOTE 2) P-410AIT1664 S-465AIT2000 C-465P1904 C-465P2002 P-960LCP3401B P-410AIT1661 C425FCV1810 DIGITAL CABLES: S-465FIT2000 C-465P2001 CABLE TRAY_ CABLE TRAY �1■ P 410FIT1661 C-465EF5003 C 470P8102 P-960LCP3401B C-410MX1750 S 465F1T1905 C-465P2002 1 .�— NOTE Fl NOTE F2 ••■ P-410AIT1662 C-465PSL5004 C-410MX1753 S-465TIT5005 C 470P8101 E ■' P-410FIT1662 C-960TIC5001 ME CABLE TRAY NOTE 61 CONTROL TRAY p g1OAIT1652 G96OACU5001 �10P1401 S-480PDIT41 C-470P81024 �■ POWER TRAY (NOTE 2) P-410AIT1660 C 410MX1753 S-480PDIT4104 C-470P8104 I,•- ®■' P 410MX1750 DIGITAL CABLES: P-410FIT1660 ANALOG CABLES: C-410P1411 04 5 480FIT4601 S-480AIT4602 ANALOG CABLES:LES: 111 ME CABLE =111 TRAY P-410MX1753 P-410P1401 P-410P1411 C 41OFCVI401 C-410FCV1402 C-410FCV1550 p-410AIT1663 P 410FIT1663 P-410FCV1553 S-425FCV1810 S-425LIT1810 S-960T1T5002 C425FCV1810 C-465EF5003 S 410AIT1664 S-420LT2101 C-465PSL5004 C-410FCV1551 - MIN NOTE J1 P-POLEBARN S-425LIT1811 C-960ACU50014 on. •1■ P-480EF4101 P-960MCC3401A C-410FCV1552 C-410FCV1553 p 410FIT1410 P-410FIT1305 C-480EF4101 MillP-960MCC3401B C-465EF5001 P 410FITI550 �■ P-960MTS3401A C-410FCV1554 P 410FCV1554 ANALOG CABLES: ® ®■, C-465PSL5002 p 465MAU5001 S 420LT2101 �■ CONTROL TRAY(NOTE 2) C 470P8104 P-470P8104A S-425FCV1810 N DIGITAL CABLES: C-425FCV1810 P-465FIT1900 S-425LIT1810 C-410MX1750 C-465PSL5004 P-420AIT1805 S-960TIT5002 C 410MXI753 G960ACU5001 P 465AIT2000 NOTES: S-425LIT1811 C 410P1401 C-065PSL5003 P-465FIT2000 ( C 410P1411 C-480FV4602 P 465FIT1905 1.SEE DRAWINGS E001,E002 AND E003 FOR LEGEND,ABBREVIATIONS G470P8104 P-465HOIST1901 AND NOTES. C-480EF4101 P-465WHTR4201 — P-425LIT1810 2.CONTRACTOR SHALL INSTALL A DIVIDER TO SEPARATE THE DIGITALI 1 a ANALOG CABLES: P-425FCV1810 CABLE FROM THE ANALOG CABLE THAT ARE ROUTED IN THE SAME '? S-420LT2101 P-465EF5003 CONTROL CABLE TRAY. 5 P-960ACU5001 m P-480LCP4601 3.REFER TO CIRCUIT/RACEWAY BLOCK DIAGRAMS FOR CABLE AND EP103� N P-960MTS3401A CONDUIT ROUTING DETAILS. N0 P-960MTS3401B N0 4.CONTRACTOR SHALL INSTALL TWO ROWS OF CABLE TRAY UNDERNEATH THE SPACE RESERVED FOR FUTURE EQUIPMENT 4' 2' 0' 4' 8' CABLE TRAY DETAILS FOR ROUTING FUTURE POWER AND CONTROL CABLES. KEY PLAN 01-- 1/4"=1'-0"a di " i¢ 1/4"=1'-0" 5.SEE SPECIFICATION SECTION 16050.1.09.0.2 TO DETERMINE 101 PROPER CONDUIT TYPE TO INSTALL IN EACH AREA. \�\`',co N 1-..Es', 'AMJ DATE. MARCH 2D16 -_-T - PROJNANE: SHEET TITLE: SHEET:234 OROWGp �a 85838n.1 288 ��V SIQ =d — �� __ CLEAN WATER SERVICES ELECTRICAL Di OREGON o�AN00 owor.EP505 THIS BAR IS ONE INCH -- \� - DURHAM WATE AWWTF CABLE TRAY DATE: 3/14/18 9 Ifr'FR 8•'f cw:RDT CAO PREP WHEN DRAWING IS �eaRWI �MCCS © BLACK&VEATCH PHASE 5 SECONDARY TREATMENT 2 OF 2 PLC„: E P505 gas $ FULL SCALE. _-_, Our commitment is clear. A�:AJT SCALE As SHOWN SYSTEM EXPANSION PROJECT 5 IE /IKK LATE: 6/70/30161 REV A DATE tMN APPot DESCRIPTION 2550SW Hillsboro Hwy. Hillsboro,Oregon 87123-9379. PROD a:6757 Em.STAMP: I I I I I SEE SHEET E101 FOR CONTINUATION T 3 E I i I I r \425IPCV1810)- ford /P-425LIT1811/ `���'Q-` fP-425LIT1810/ �N IPULLBOX(POWER)425PB3401 425FCV1810 DIS r\ 1\ -/ /P-425FCV1810/— \b /P-425FCV1810/ I- --- '1 425LE1811 ) �� ( 425L1T1811-DIS " 1425LE1810 960L P3401-28J /C-425FCV18'0/---� PULLBOX(DIGITAL)425PB3402 ^� 425LIT1811 960LP3401-28- /S-425LIT1811/I �- �t425LIT181D DIS 5-425FCV1810 PULLBOX(ANALOG)425PB3403 pg25LR1810/ ((( /5-425LIT1810/- 425L1T1810 SECONDARY EFFLUENT COLLECTION STRUCTURE —POWER PLAN 3/8"=1'-0• 111 I f I 0 vr m� N 1- izi!"11 4' 2' 0' 4' 8' NOTES:1/4"=1.-0" 1.SEE DRAWINGS E001 AND E002 FOR LEGEND,ABBREVIATIONS&NOTES. al- I113 I �\� 01 ��i AMJ oisc MARCH 2018 -- wxo NAMe SHEET �: SHEET:235 �:288 owca 8583H'c. ll S1g d 0 EGON -- � ■��� ��" CLEAN WATER SERVICES ELECTRICAL DI X ositANOO ES101 THIS BAR IS ONE INCH �::e /-.� �+ � DURHAM AWTRE SECONDARY EFFLUENT °TE X14"6 ES 101 1:444,311?8•I P RDT CAD MD WHEN DRAWING IS �.leaI1W3fCI .7C1 Y1ceS BLACK&VEATCH PHASE 5 SECONDARY TREATMENT COLLECTION STRUCTURE �ne€s I FULL SCALE. Our commitment is clear. AJT •��F: AS SHOWN SYSTEM EXPANSION PROJECTS IcaRA,rot u+>E c�wnorel neva oA1e ow+ arRu DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 POWER PLAN can 6757 HORS)AMP. I410FIT1305 ) (410P1411-DIS)- 410P1412-LLCS -(410FIT1410-DIS) Thl 960LP3401-1 410P1411-LCS 1.�� 410P1412-DIS w.i - E' J 0 111 _. - - _ �, s��. LP3401-17 n 960 P-410FIT1305 _I =__ Z 0 =�=10FIT1305/ C 410P1411A ori ,tel. t 4` 7� !! - 8 410F1T1410� I__-,14H1 Z 1 410PB3401 ` ^ 11111F--------C-4P-41100:11441121A0P1411 S-410FIT1410A. P-410F1T1550 /P 410FCV1554/ V I IS o E10 (NOTE ) `410P1412 J- S 410FIT1550 �C 410FCV15 w I 2P-410FIT1410 O 1fliN IIIH-HIIIIIIIIltll+ffflllflii +1114111111111111111111111111-11111111111111-11 u. X111 �Sa10FCV1554/ �w ifilffN1+ (1IlIIH�If� f+l fflI+tf{IIf+�}}1IIFEFff+H��� ZZ C410P1411/ Lt °- OV O -410PB3402 C-410P1412/ n o 1......: w P-410P1411 — 0 TPP /.� rpp_2 ---N-465MAU5001 960LP3401- — - 3 P 465MAU5001 s44 - 410FIT1550 DIS Aill 410FCV1554 w w 465P6601-LCS 410FE1550 w W (465MAU5001 )- \ � CI I P-465EF5001� r. P-17-1-4-3 o I _ ' 410TIT5004 ) I I I I1 I TPP-1 _ 1tPPl/ I /C-465EF500� c ..-._ C-465PSL5002/ I II: , 0 I I INOTES: j 1.SEE DRAWINGS E001,E002 AND E003 FOR LEGEND,ABBREVIATIONS AND NOTES. AM. 2 I2.41 OFE1 305 SHALL BE LOCATED IN FLOWMETER VAULT ABOVE TUNNEL. ii:. C-465EF5001/ 3.REFER TO CIRCUIT/RACEWAY BLOCK DIAGRAMS FOR CABLE AND CONDUIT ET101 m M ,ee �� P-465EF5001 ROUTING DETAILS. •• N _ 1 - 465EF5001-LDI 4.SEE SPECIFICATION SECTION 16050.1.09.C.2 TO DETERMINE PROPER CONDUIT N r ~...: 465C -DIS TYPE TO INSTALL IN EACH AREA. CM 7 Ibil c asSPSLsoo2 / GALLERY EAST-POWER PLAN 8 4 0 8' 16' - l "' IS - — — -���` vs"=r-o" KEY PLAN Iii VT=1'-0" 465PSL5002 0¢ I465EF5001 ) • D PR(k ❑0 ,..", GIN f C' P �� PRDJNAAIE: SHEET TITLE: SHEET:236 288 C' ID872PE. ���/ slg tu J� DRNAMJ wTE MARCH2O18 CLEAN WATER SERVICES ELECTRICAL NI a'llY N: DSN:ANOO DWGC ET101 ---.-. -- P,oT 3/14/18 v�f ti� c THIS BAR IS ONE INCH DURHAM AWWTF DATE �eee 6. �vI BLACK GALLERY EAST RDT CADRE* WHEN DRAWING IS C1eanWater Services ET101 JADES Our commitment isdeer. PHASE 5 SECONDARY TREATMENT POWER PLAN �� AP AJT AS SHOWN FULL SCALE. SYSTEM EXPANSION PROJECT cws I a,E: 6/30/201e1 .- I S REVS DATE i DRN APPD DESCRIPTION --- 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRoa r 6757 ENGR sTANP: I 960LP3402-1 960LP3402-16 I 960LP3402-16 111 i —LI _ f 3 +, .,u• (a : .1410 - I r :,M�.If IZ I }. N Z t Id { t 960LP3402-28-7 I *1 — ® �I I T C9 D EL2 NL 960LP3402-28 LC 960LP3402-19 NL 960LP3402-19 LC 1960LP3402-19 LC 960LP3402-19 NL 960LP3402-19 LC 960LP3402-19 LCI 960LP3402-19 NL 960LP3402-19 Z z I 7C C7�1 L_7—II L_/J C7C C7J Cr.' C7C L_/J Z 12 12 12 12 12 12 12 12 12 oo Vtit O ��� �f y0 /7-79E6OLP3402-19 /�960LP3402-19 / 960LP3402-19r960LP3402-19 960LP3402-19—T960LP3402-19 �i960LP3402-19 - °j 7 0LP3402-19i--960LP3402-19 L2 EL2 EL2 EL2 EL2.'""_ EL2 EL2 EL2 EL2 LC 960LP3402-2s 1 960LP3402-28�7 12 / rI F EL2 960LP3402-4 � p , 960LP3402-16 GFI/WPI� ' t, 960LP3402-28�TLC�960LP3402-28 I ELZ 12 I I 960LP3402-28 t7 EL2 NLci 960LP3402-28 12 960LP3402-16 I I I 960LP3402-28 7 EL2 LCO 960LP3402-28 U12 I I 960LP3402-28.7 EL2 LC960LP3402-28 U12I 1 1 ill 1 1960LP3402-16 .s'a4 A.� 960LP3402-28 7 EL2 t EP104 NOTES: n 11 c: NL 960LP3402-28 GALLERY EAST-LIGHTING PLAN 1.SEE DRAWINGS E001,E002 AND E003 FOR LEGEND,ABBREVIATIONS AND NOTES. II� 12 1/8"=1'-0" 2.FIXTURES WITHOUT A SWITCH LETTER DESIGNATION SHALL BE ON 24 HOURS. 3.REFER TO CIRCUIT/RACEWAY BLOCK DIAGRAMS FOR CABLE AND CONDUIT KEY PLAN ro N 960LP3402-28 7 ROUTING DETAILS. NEL2Axle- 8' 4' 0' 8' 16' 4.SEE SPECIFICATION SECTION 16050.1.09.C.2 TO DETERMINE PROPER CONDUIT TYPE TO INSTALL IN EACH AREA. ui 1/8"=1'-0" o;¢ 5.FIXTURES SHOWN WITH"NL"DESIGNATION SHALL BE UNSWITCHED AND SHALL 0 o BE ON 24 HOURS. X60 `f 191> MAK; DATE MARCH 2018 PRGJNAME SHEET TOLE: SHEET:237 GE 288 DWG# NV ` =d — numil — CLEAN WATER SERVICES ELECTRICAL DigllYEG oaig osn.ANO0 G+vGa ET102 THIS BAR IS ONE INCH \`'c^—� Genie 3/14/18 V,9 �f do 2 �RDT GAO it WHEN DRAWING IS - Cle1IIW3fer Jervices Q BLACK&VEATCH DURHAM AWWTF GALLERY EAST ET102 ' "BfR e P PHASE 5 SECONDARY TREATMENT LIGHTING PLAN PLCM JAWS.\ $ FULL SCALE. ___"_ ___— Our commitment ie clear. exRPAnDN uA7E: s/ao/zo�s I $ AJT E AS SHOWN REV* �� Gwr RPM 2sso sw Hillsboro r+ Hillsboro,o SYSTEM EXPANSION PROJECT c'N9 6757 I e -- DES<xziPTiGN Hwy. 97123-9379 PR0.1#. ENGR STAMP: \\*\ , I SPARE CABLE FOR FUTURE /- SPARE CABLE FOR PRIMARY EFFLUENT CONTROL FUTURE PRIMARY VALVE 08FCV12501(NOTE 3)— EFFLUENT CONTROL 1 1 \ VALVE 08FCV12501 (NOTE 2) ,--S-320FIT1305 1� v¢° (NOTE 2) �P-320FIT1305 - S-3120FCV1305, I . (320FIT1305 DIS \�C-320FCV1305 MSC 320FIT1305) / PRIMARY EFFLUENT 1G-0' 8.4"* ✓ CONTROL VALVE 5 hr I C 08FCV12501 PULLBOX (NOTE4) I �P-320FCV1305 I 320FE1305—/1 _ 320FCV1305 1[ 42"PE TO AERATION BASIN NO.4 1 - -- - _ I T,a4 42"PE TO AERATION t I d BASIN NO.3 - GENERAL NOTES: j J f -� 1. SEE DRAWINGS E001,E002 AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS AND NOTES. 2. CONTRACTOR SHALL FIELD VERIFY ROUTING 42"PE OF EXISTING 120V CABLES FROM EXISTING TO AERATION PULL BOXES TO EXISTING LIGHTING PANELS BASIN N0.2 IN PEPS ELECTRICAL ROOM.CONTRACTOR SHALL VERIFY TERMINATION OF 120 V CIRCUITS AT EITHER PANEL 08PP99501 OR 081P99501.CONTRACTOR SHALL PROVIDE J 120V POWER TO 320FIT1305 USING EXISTING CABLE. 3. CONTRACTOR SHALL FIELD VERIFY ROUTING OF EXISTING CONTROL CABLES FROM Rid-= 42"PE EXISTING PULL BOXES TO EXISTING PANEL TO AERATION 08LCP00404 IN PEPS ELECTRICAL ROOM. BASIN N0.1 CONTRACTOR SHALL CONNECT 320FIT1305 r — AND 320FCV1305 TO LCP USING EXISTING [----. CABLE. il- 4. CONTRACTOR SHALL FIELD VERIFY ROUTING OF EXISTING 480V POWER CABLES FROM PULLBOX TO EFFLUENT PULLBOX TO POWER CONTROL VALVES AND EXISTING PULL BOX TO EXISTING SPARE 120V POWER&LIGHTING FLOW METERS FROM BREAKER IN 480V MCC 08MCC99501 IN PEPS FROM 08PP99501(NOTE 2) ELECTRICAL ROOM.CONTRACTOR SHALLa 08LCP00404(NOTE 3) PROVIDE 480V POWER TO 320FCV1305 USING .4- 4 EXISTING CABLE. •• rON I 5. REFER TO CIRCUIT/RACEWAY BLOCK m — DIAGRAMS FOR CABLE AND CONDUIT ROUTING DETAILS. n 6. SEE SPECIFICATION SECTION 16050.1.09.C.2 °r TO TO DETERMINE PROPER CONDUIT TYPE TO rn412 INSTALL IN EACH AREA. lizo . PLAN <F 1/4.6 1,0" Col PRELIMINARY-NOT FOR CONSTRUCTION �,°PR , 238 OF 288 es'ea" d P 1 O�+AMJ DATE: MARCH 2018 — PROJ NAME: SHEET TIRE: SHEET: DWG . �'^ co o yy EGON ^ �� CLEAN WATER SERVICES ELECTRICAL (�I� �d osNANOO DWG EU101 _ Km" 3/14/18 9 F THIS BAR IS ONE INCH /�f�� cst DURHAM AWWTF PRIMARY EFFLUENT PUMPING STATION "eFR B. Q OH.RDT CADDIES EU101.dwg WHEN DRAWING IS FULL V1CSn VVi S ren/ �e BLACK&VEATCH SECONDARY TREATMENT SYSTEM S EU O 1 �v t� SCALE. Ore eommllmee/U alae MODIFICATION PLAN, arT �nSECTION AND DETAILS 6 �� APPD;AJT SCALE' AS SHOWN EXPANSION PROJECT $ — xIP are s/�/sme1 Ea REV* DATE ORN APPD DESCRP7ON 2550$W H'AsbOfO Hwy. HAsboro,Oregon 97123.9379 J�;6757 ENGR STAMP: I I i II I GROUND ROD WITH TEST WELL 1 HEATER 2 HEATER 1 ir II #410 I I I CONTINUED ON E101 _12 I _ ir ,I r G EXISTING CONDUIT I I ;o (NOTE 3) HEATER 3 I - EU5OI EATER 4 IoItri o B • / • • I •• A #4/0G TO POWER PANEL 0 r EU501 IO #6G TO LIGHTING PANEL M..111 0 POWER PANEL TRANSFORMER I -GROUND ROD LIGHTING PANEL POLE BARN BUILDING GENERAL NOTES: d 114•••1'.O 1. SEE DRAWINGS E001,E002 AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS AND NOTES. V 662. CONTRACTOR SHALL DEMOLISH EXISTINGWRING WRING AND v GUTTER AS SHOWN ON DETAL A. o 3. CONTRACTOR SHALL FIELD VERIFY THE CONDITION OF w EXISTING CABLE AND CONDUITTO HEATERS 1,2,3 AND 4. .E CONTRACTOR SHALL REUSE EXISTING CABLE AND 11;,,-, Ern CONDUIT WHERE APPLICABLE. 4. REFER TO CIRCUIT/RACEWAY BLOCK DIAGRAMS FOR CABLE AND CONDUIT ROUTING DETALS. n B $ 5. SEE SPECIFICATION SECTION 16050.1.09.C.2 TO C7 DETERMNE PROPER CONDUIT TYPE TO NSTALL N EACH QDJ FC AREA. OI PRELIMINARY-NOT FOR CONSTRUCTION ,P \,,c''NFss,, IT c FP 014SAW MARCH 2018 PROJ NAME: SHEET TIRE: SHEET:239 286 ° '�• 'I �Slry -(i CLEAN WATER SERVICES ELECTRICAL DI: OREGON; RDT Eu102 THIS BAR IS ONE INCH /�� ��y�� `���rI DURHAM AWWTF POLE BARN BUILDING °"F` �14n$ EU 102 9� E 8'� Q= 111 6 2DT CAD PILE*EU102.dwg WHEN DRSACWAIING IS FULL 41C�nVYid{Prr J r �♦•r� 121 BLACK&VEATCH JAMES Ore oommltln(nt Is slur, SECONDARY TREATMENT SYSTEM POWER PLAN PLC "g AJT SCALE AS SHOWN EXPANSION PROJECT OWE zPi�n1 �+� e/30/zoie fLS REVM °p7E DRN APR) DESCRPI'DN 2550 SW Hdeboro Hwy. Hillsboro,Oregon 97123.93796757 PROAL* EMIR STAMP: I I /P-HEATER1� I t /P-HEATER2� 1 i 1 pi/P-POLEBARN I I .1000. NOTE 3I HEATER DISCONNECTS , i LIGHTING PANEL I LIGHTING PANEL POWER PANEL I 208/120 208/120 480V UAD OLIGHT SSW TCHCLE- _ / , /I O IGH RECEPTACLE — P- LP IUNUSED DISCONNECT .� THERMOSTAT ����_ -- ! EXIS ZING GUNG OTTER NTACTOR I #4/0G TO GROUND RING I #6G TO GROUND RING I /TRANSFORMER TRANSFORMER HEATER DISCONNECT P-XFMR DISCONNECT TRANSFORMER - I 1 L I DEMOLITION DETAIL A NEW WORK DETAIL B I NO SCALE(NOTE 2,3) EU102 NO SCALE EU102 I I GENERAL NOTES: 1. SEE DRAWINGS E001,E002 AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS AND NOTES. 2. CONTRACTOR SHALL DEMOLISH EXISTING i WIRING AND GUTTER AS SHOWN ON DETAIL A. 3. CONTRACTOR SHALL FIELD VERIFY THE CONDITION OF EXISTING CABLE AND CONDUIT TO HEATERS 1,2,3 AND 4.CONTRACTOR SHALL a DISCONNECT POWER CABLE FROM EXISTING DISCONNECT SWITCHES AND RECONNECT THE I EXISTING CABLE TO BREAKERS IN THE NEW V PANELBOARD.SPLICES SHALL NOT BE F-a PERMITTED FOR 480V POWER CABLE. 111: REFER TO ' 4. K DIAGRAMS FOR CABLE ANDA CONY DUIT ROUTING a �-E DETAILS. N iE ° 1-- 5. SEE SPECIFICATION SECTION 16050.1.09.C.2 TO Oro DETERMINE PROPER CONDUIT TYPE TO M INSTALL IN EACH AREA. 0I— DQ PRELIMINARY-NOT FOR CONSTRUCTION ��,��°PRP,,,,, 240 OF:288 DWG* Ot BSBSaPE� ORIG Q DRNAMJ DATE: MARCH 2016 _ ___._ PROD NAME: SHEET TIRE: SHEET: I. I'� �'9 _d DSMAN00 DATE. EU501 �" _ CLEAN WATER SERVICES ELECTRICAL Di., O EGON THIS BAR IS ONE FULL �i1 S�Ir, 13 BLACK DURHAM AWWTF POLE BARN BUILDING 3/14/18EU501 � 4QFR e S F -..._. PIAT T f '''s,"= CHkRDT CAO FeE EU501,dw9 WHEN DRAWING IS FULL III I �^ R SCALE. Out eommllmenl II sleet, SECONDARY TREATMENT SYSTEM DETAILS PLC N: �nMEs Q APPo:A1T SCAEE AS SHOWN REV# wh DRH APPD DESCRFle7N 2550 SW Hilsbo o Hwy. H'inboro,Oregon 97123 9379 EXPANSION PROJECT Pia 6757 �Ez noN oa: s/So/zoie PIPELINE LABELS VALVE AND GATE SYMBOLS PRIMARY ELEMENT SYMBOLS PIPE SIZE-INCHES UNLESS OTHERWISEGATE:SLUICE OR SLIDE VALVE:PRESSURE VALVE:COMBINATION AIR DIAPHRAGM SEAL ANNULAR TYPE DIAPHRAGM SEAL NOTED REDUCER:CONCENTRIC PROCESS CODE-DENOTES ASSOCIATED REDUCING PROCESS STREAM VALVE:BALL PRIMARY FLOW ELEMENT: POSITIVE DISPLACEMENTPRIMARY FLOW ELEMENT: REDUCER:ECCENTRIC SSS- ' ( VALVE:AIR RELEASE ORIFICE PLATE Cr VALVE:GLOBE rt VALVE:PRESSURE 4 SUSTAINING PRIMARY FLOW ELEMENT: C1Ca VALVE:ECCENTRIC PLUG ^ PRIM F UMAERY FLOW ELEMENT: FLOW VENTURI TUBE,FLOW NOZZLE,OR FLANGE VALVE:NON-ECCENTRIC VALVE:PRESSURE VALVE:AIR VACUUM E. PIPELINE PROCESS CODE(PPP) PLUG REDUCING 4 M PRIMARY FLOW ELEMENT:TURBINE OR PROPELLER TYPE PRIMARY FLOW ELEMENT:WEIR D DRAIN-BELL UP VALVE:THREE WAY (SELF ACTUATING TYPE) FAD FOUL AIR DUCT PRIMARY FLOW ELEMENT: PRIMARY FLOW ELEMENT:PITOT \/ DRAIN:FUNNEL HPA HIGH PRESSURE AIR ♦ VALVE:PRESSURE CHLORINE VACUUM ELECTROMAGNETIC TUBE D LPA LOW PRESSURE AIR ►,4 VALVE:FOUR WAY SUSTAINING 0 REGULATOR THERMAL DISPERSION OR Ell ML MIXED LIQUOR N VALVE:CHECK (SELF ACTUATING TYPE) ►40. oT THERMAL MASS TYPE FLOW PRIMARY FLOW ELEMENT: CORIOLIS n,- FLEXIBLE CONNECTION MLR MIXED LIQUOR RECYCLE ELEMENT NPW NON POTABLE WATER p VALVE:PILOT ACTUATED VACUUM BREAKER GN VALVE:DIAPHRAGM NRD NITROGEN REDUCTION DIVERSION RELIEF 0 PRIMARY FLOW ELEMENT: HORN OR SIREN D CAP PD PLANT DRAIN TRANSIT TIME ULTRASONIC PE PRIMARY EFFLUENT CFA VALVE:VPORT BALL PW POTABLE WATER I FLOW CONDITIONER VENT < PLUG RAS RETURN ACTIVATED SLUDGE M VALVE:MUD VALVE:VACUUM RELIEF VALVE:KNIFE GATE RAST RAS TRANSFER SAM SAMPLE VALVE:NEEDLE VALVE:PRESSURE RELIEFa BACKFLOW PREVENTER LE CONDUCTANCE TYPE LEVEL C> G ROTAMETER �r SURGE CHAMBER C SENSOR SCUM SCUM VALVE:PRESSURENACUUM Q EXPLOSION RELIEF CON SE SECONDARY EFFLUENT GATE: FLAP ikl SSC SECONDARY SCUM RELIEF SSR SIDE STREAM RAS COQ VALVE:VENTED BALL AI VALVE: ANGLE I VALVE:SLEEVE CE LASER TYPE LEVEL SENSOR Le SENSULTOR TYPE LEVEL SIGHTGLASS I VFAD VOLATILE FATTY ACID DISCHARGE LSR US WAS WASTE ACTIVATED SLUDGE VALVE:DIVERTER VALVE:SET STOP VALVE:TELESCOPING XX/D DRAIN(PROCESS) p J LE GUIDED WAVE RADAR �1i PRESSURE SENSING LEVELu MOISTURE SEPARATOR C, VALVE:THERMAL SHUTOFF ® VALVE:PINCH pQ VALVE:GATE OR OTHER C ' TYPE LEVEL SENSOR G SENSOROWR U YOKE CHLORINE WITH Dp TWO-WAY TYPE NOT 1 O LINE LEGEND h1.1 VALVE:STOP CHECK OTHERWISE IDENTIFIED � EXPANSION LOOP \ VALVE:BUTTERFLY p INSTRUMENT PURGE OR FLUSHING DEVICE STRAINER-BASKET 1 H HOSE CONNECTION IN CONTRACT NOT IN CONTRACT I (FUTURE/EXISTING) -_ -_- I I UNION I: QUICK CONNECT STRAINER-Y TYPE T E --- -- -G MAJOR PROCESS PIPING VALVE AND GATE ACTUATOR SYMBOLS VENT-SCREENED TRAP FLAME CHECK SECONDARY PROCESS PIPING ^- — --^ MISCELLANEOUS PIPING HANDWHEEL1'1 ELECTRIC- SPRING OR WEIGHT ACTUATED 0' FLAME ARRESTER [] SEDIMENT TRAP ® DIAPHRAGM SEAL ii__ . _� HYDRAULIC \ RELIEF OR SAFETY VALVE ACTUATOR ACTUATOR LOADED VALVE s PROCESS(OPEN CHANNEL) SPRING-DIAPHRAGM QUICK 0 COUPLING O INTERLOCK SOLENOID ACTUATOR OR OTHERWISE OPENING UNSPECIFIED VALVE 1 - ^ --- — •-•- --•- -- ANALOG SIGNAL(NOTE 1) PRESSURE PNEUMATIC QUICK MECHANICAL EQUIPIMENT SYMBOLS (4 TO 20 mADC,ETC.) BALANCED CLOSING ACTUATOR DIAPHRAGM r VALVE ---/----,-------/----/— ---/----/----/----/-. DISCRETE SIGNAL LOADING/BACK ROTARY SCROLL M INTELLIGENT © PNEUMATICMIXER t° AIR REGULATOR (ON/OFF, ETC.) O ELECTRIC DA ACTUATOR PRESSURE COMPRESSOR I 11 11 I/ 1/ II II II n PNEUMATIC SIGNAL DOUBLE ACTING VALVE 0 SMALL MOTOR p PNEUMATIC FLOAT AIR FILTERLI:1 COMPRESSOR SILENCER L L L L L L L L HYDRAULIC SYSTEM SM ACTUATOR SC ACTUATOR OPERATED SIGNAL SPRING CLOSE VALVE I ® , o ® DATA LINK w PNEUMATIC WATER FILTER: SUBMERSIBLE MIXER CURRENT-TO-PNEUMATIC P' FLOAT U CARTRIDGE TYPE ACTUATOR so ACTUATOR SPRING OPEN ^ BUILDING OR FACILITY rn BOUNDARY SEAL STATION O (REFER TO MECHANICAL - - -P P P P P— N POWER DETAILS DRAWINGS FOR I. ADDITIONAL REQUIREMENTS) 120V 120 VOLT, PUMP AND BLOWER SYMBOLS 'E' 60 HZ POWER E INTERFACE SYMBOLS 480V 480 VOLT, OR O CENTRIFUGALHETYPE PUMP HORIZONTAL PROGRESSING gb SUUBMERSIBLE CAVITY PUMP 60 HZ POWER 123 NOT SPECIFIED PROPELLER PUMP w° I A TO DWG PROCESS PIPING OFF o T:.3 TO OR FROM PAGE CONNECTION IA ELECTRIC MOTOR C DESCRIPTION SUBMERGED o d INSTRUMENT AIR �� CENTRIFUGAL m�E CENTRIFUGAL PUMP BLOWER E it INTERFACE TO OR FROM 1 VFD I FREQUENCY ENCY PROCESS EXTERNAL TO I---./.> SUBMERGED CHOPPER DRIVE PROJECT PUMP FAN 8'n2 vvvvv vvvvv TANK DIFFUSER lO cs Io , B- I B I TO DWG > SIGNAL LINE OFF PAGE M TO OR FROM CONNECTION 032 a DESCRIPTION tr o ON PAGE SIGNAL DI NOTES: PROp01- _ _ CONNECTION (,/,?...-i-; S �GINO:.1.HART SHOWN NEXT TO THE ANALOG WIRING INDICATES THAT THE SIGNAL INCLUDES HART PROTOCOL ON THE SAME LINE. �91183.P 0 001 ORIG j DRNJLTR DATE: MARCH 2018 ._d I PROJISAME: SHEET TITLE. SHEET OT 241 OR 288 DWG .'.itally sign P&ID OREGON DsN:JLTR DWG#, 1001 - CLEANDURHAM ASWWTFCES LEGEND ANDA ABBREVIATIONS DA 3/12/16 1001 '�gy70 z�16 THIS BAR IS ONE INCH __ �. � cHK'DCS PILES: 1001.dwg WHEN DRAWING IS FULL C eanWater Services © BLACK&VEATCH Our commitment is clear. SECONDARY TREATMENT SYSTEM SHEET 1 OF 2 PLC k. '7g30NK S APPDJLH SCALE NOT TO SCALE SCALE. - EXPANSION PROJECT — 0z REV R DATE ORB APPO DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97723-9379 cws 6757EXPIRES:JUN 30.2019 PROJ N: EXPIRES:STAMP IINTERNATIONAL SOCIETY OF AUTOMATION (ISA)TABLE INSTRUMENT IDENTIFICATION MANUAL VALVE TAG FORMAT EQUIPMENTNALVE ABBREVIATIONS (FFF) FIELD INSTRUMENTS 111FFF333 AC AIR COMPRESSOR MNR MONO RAIL I SUCCEEDING LETTERS— STRUCTURE NUMBERS ACP AIR CONTROL PANEL MCC MOTOR CONTROL CENTER FIRST LETTER w 111=STRUCTURE/AREA NUMBER(3 DIGIT NUMBER) ACU AIR CONDITIONER UNIT MOD MOTOR OPERATOR DAMPER t P INITIATINGOCES R VARIABLE READOUT OR OUTPUT FUNCTION MODIFIER I FFF=EQUIPMENT ABBREVIATION AD AIR DAMPER MP METERING PUMP VARIABLE MODIFIER PASSIVE FUNCTION FIRST LETTER(SEE ISA TABLE) 333=SEQUENTIAL NUMBER(3 DIGIT NUMBER) ADR AIR DRYER MMS MANUAL MOTOR STARTER LASUCCEEDING LETTER(S)(SEE ISA TABLE) AER AERATION BASIN MS MOTOR STARTER I A ANALYSIS ARM AHF ACTIVE HARMONIC FILTER MX MIXER CLARIFYING ABBREVIATIONS AHU AIR HANDLING UNIT NIP NETWORK INTERFACE PANEL B BURNER,COMBUSTION USER'S CHOICE USERS CHOICE USER'S CHOICEB AN ANNUNCIATOR(PANEL) OS ODOR SCRUBBER C USERS CHOICE CONTROL 111 FIT EQUIPMENT TAG NUMBER FORMAT AR AIR RECEIVER P PUMP D DENSITY(S,G) DIFFERENTIAL 2233A ARV AIR RELEASE VALVE PCD PRIMARY CLARIFIER DRIVE E VOLTAGE PRIMARY ELEMENT ADV AUTOMATIC DRAIN VALVE PCV PRESSURE CONTROL VALVE F FLOW RATE RATIO i 111FFF2233 AAA BLOWER 111=STRUCTURE/AREA NUMBER BP BACKFLOW PREVENTER PCSS PACKAGED CONTROL G USERS CHOICE GLASS,GAUGE VIEWING DEVICE GATE BFP BELT FILTER PRESS SYSTEM H HAND(MANUAL) HIGH SET LETTER(USED WHEN FFF=EQUIPMENT ABBREVIATION BCP BUBB POWER ER CONTROL PANEL PDB BOARD DISTRIBUTION I CURRENT(ELECTRICAL) INDICATE THERE ARE MULTIPLE 22=PROCESS SYSTEM BS BLENDING SYSTEM PLC PROGRAMMABLE LOGIC I J POWER SCAN — DEVICES WITH THE SAME UNIT 33=SEQUENTIAL NUMBER BST BOOSTER CONTROLLER POWER PANEL NUMBER) K TIME,TIME SCHEDULE TIME RATE OF CHANGE CONTROL STATION AAA=MODIFIER,OPTIONAL.(TYPICALLY USED BC BOOSTER HEATING COIL PP SEQUENTIAL NUMBER FOR PACKAGE SYSTEMS WITH MULTIPLE CB CIRCUIT BREAKER PRD PRESSURE RELIEF DAMPERS L LEVEL MOMENTARY LIGHT(PILOT) LOW -PROCESS SYSTEM NUMBER SUBCOMPONENTS THAT CAN BE DESCRIBED IN CHL CHILLER PRV PRESSURE REDUCING VALVE M MOTION MIDDLE THE EQUIPMENT ABBREVIATIONS LIST. CIT CONTROL INDICATOR PSV PRESSURE SUSTAINING I N USER'S CHOICE USER'S CHOICE USERS CHOICE USERS CHOICE MODIFIER DOES NOT APPLY TO VALVES.) TRANSFORMER VALVE O USERS CHOICE ORIFICE,RESTRICTION CD CLARIFIER DRIVE RACK PLC RACK P PRESSURE,VACUUM POINT(TEST)CONNECTION SCADA AND INSTRUMENTS --- CP CONTROL PANEL RF RFDR RADIATOR CS CONTROL STATION RADIATOR FAN Q QUANTITY INTEGRATE ASSOCIATED WITH EQUIPMENT INSTRUMENT TAG NUMBER CV CHECK VALVE(MANUAL) RLL REACTOR,LINE/LOAD I R RADIATION RECORD OR PRINT DCP DIANE CONTROL PANEL RCC RADIO COMMUNICATION IDENTIFICATION FORMAT D DRAIN CABINET REVERSE OSMOSIS SYSTEM S SPEED,FREQUENCY SAFETY SWITCH DLP DISTRIBUTION LIGHTING RSO T TEMPERATURE TRANSMIT STRUCTURAL NUMBER PROCEEDED BY 111 FFF2233S PANEL(480/277)VOLT RD RUPTURE DISKS U MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION EQUIPMENT TAG NUMBER NOT SHOWN DPP DISTRIBUTION POWER PANEL SA SAMPLER V VIBRATION, - PROCESS SYSTEM NUMBER 111=STRUCTURE/AREA NUMBER (480/277)VOLT SCADA SUPERVISORY CONTROL AND I MECHANICAL ANALYSIS SEQUENTIAL NUMBER FFF=INSTRUMENT ABBREVIATION DIS DISCONNECT SWITCH DATA AQUISITION W WEIGHT,FORCE WELL 22=PROCESS SYSTEM DT DAY TANK SCV SCREW CONVEYOR X UNCLASSIFIED X-AXIS UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED BBQ CLARIFYING ABBREVIATIONS 33=SEQUENTIAL NUMBER ENG ENGINE SCD SECONDARY CLARIFIER Y EVENT,STATE, yes cauCONVERT * S=SUFFIX,USED FOR MULTIPLE INSTRUMENTS ECP ENVIRONMENTAL CONTROL DRIVE PRESENCE _ 2233 THAT ARE PART OF THE SAME LOOP. PANEL SCR BAR&SLUDGE SCREEN I ORZ POSITION Z Aws DRIVE,ACTUATOR, AA-A EF EXHAUST FAN SCRW WASHER COMPACTOR UNCLASSIFIED FINAL EV EVAPORATIVE COOLER SCREEN �� _. "___ __. _ ___CONTROL_ELEMENT FEAFNT FILE FILTER SIL SILENCER(MUFFLER) STRUCTURE/AREA NUMBERS(111) FCV FLOW CONTROL VALVE SDP SUB DISTRIBUTION PANEL (MODULATING) SF SUPPLY FAN SET LETTER(USED WHEN R/ FLOW VALVE(OPEN/CLOSE) SLOT PLC RACK SLOT I THERE ARE MULTIPLE 320 PRIMARY EFFLUENT PUMP STATION G GATE(INCLUDES ACTUATOR) SM STATIX MIXER INSTRUMENT CLARIFYING ABBREVIATIONS(BB) GENERAL INSTRUMENT OR DEVICES WITH THE SAME UNIT 400 SECONDARY TREATMENT GEN GENERATOR ST SCUM TROUGH AC ALTERNATING CURRENT OC OPEN-CLOSE FUNCTION SYMBOLS �\ NUMBER) 410 AERATION BASINS GDR GRINDER STIR STRAINER UNIT NUMBER(USED WHEN I 420 SECONDARY CLARIFIERS HOP HOPPER SW SWITCH AM AUTO-MANUAL OCR OPEN-CLOSE-REMOTE 1 425 SECS STRUCTURE THERE ARE MULTIPLE HOIST HOIST SWBD SWITCHBOARD I CAM COMPUTER-AUTO-MANUAL OCA OPEN-CLOSE-AUTO O FIELD MOUNTED PLC I/O 430 SECONDARY CLARIFIER 5 CM COMPUTER-MANUAL OL OVERLOAD DEVICES WITH THE SAME HTR HEATER SWGR SWITCHGEAR DISTRIBUTION SYSTEM CMD COMMAND 00 ON-OFF LOOP NUMBER HX HEAT EXCHANGER T TANK 440 BLOWERS LOW VOLTAGE L LIGHTING CONTACTOR TC THICKENING CENTRIFUGE DC DIRECT CURRENT OOA ON-OFF-AUTO TUNNEL LCS LOCAL CONTROL STATION TJB TERMINAL JUNCTION BOX DO DISSOLVED OXYGEN OOR ON-OFF/RESET 0 PANEL MOUNTED 450 BLOWERS MEDIUM VOLTAGE FB FEED BACK ORP OXIDATION REDUCTION 1 LCV LOCAL CONTROL PANEL TSG UNI SWITCHGEAR FCL FREE CHLORINE RESIDUAL POTENTIAL (OPERATOR SCADA FUNCTION TUNNEL LCV LEVEL CONTROL VALVE UH UNIT HEATER ACCESSIBLE) 460 RAS PUMP STATION 1 TUNNEL MODULATING FOS FAST-OFF-SLOW OSC OPEN-STOP-CLOSE (MODULATING) UPS UNINTERRUPTIBLE POWER FOSA FAST-OFF-SLOW-AUTO PH4 PHOSPHINE 465 AERATION BASIN 5 RAS/WAS PUMP LP LIGHTING PANEL (208/120) SUPPLY FOSR FAST-OFF-SLOW-REMOTE STATION VOLT US UNIT SUBSTATION pH HYDROGEN ION \ / 470 AERATION BASIN 5 DRAINAGE PUMP LV LEVEL VALVE(OPEN/CLOSE)FORWARD-REVERSE CONCENTRATION ( ) WH VARIABLE FREQUENCY DRIVE PANEL MOUNTED STATION M MOTOR WHTR WATER HEATER FOR FORWARD-OFF-REVERSE PLC PROGRAMMABLE LOGIC (OPERATOR O PILOT LIGHT 480 SECONDARY ODOR CONTROL MST MAKEUP AIR UNIT XFMR TRANSFORMER HOA HAND-OFF-AUTO CONTROLLER INACCESSIBLE) / \ 960 AERATION BASIN 5 ELECTRICAL MST MOISTURE SWITCH HOR HAND-OFF-REMOTE PO4 PHOSPHATE BUILDING INDCTN INDICATION POS POSITION 495 BIO TUNNEL ISR INTRINSICALLY SAFE RELAY REV REVERSE - - O1 LEL LOWER EXPLOSIVE LIMIT SF SLOWER-FASTER e AUX CONTROL LOA LOCAL-OFF-AUTO SS START-STOP MANUAL VALVE ABBREVIATIONS(WV) LOR LOCAL-OFF-REMOTE SSC SUPERVISORY SET POINT PROCESS SYSTEM NUMBER o LR LOCAL-REMOTE CONTROL (22) VBL BALL VALVE VSG SLIDE GATE VALVE E LORR LOCAL-OFF/RESET-REMOTE TCL TOTAL CHLORINE RESIDUAL VBF BUTTERFLY VALVE VWG RESILIENT SEATED WEDGE mo, LOS LOCKOUT STOP TJB TERMINAL JUNCTION BOX 15 AERATION VDF DIAPHRAGM VALVE GATE VALVE aa MA a MC MODULATE-CLOSE OSE TOD TTOTAL ORGANIC CARBON OTAL OXYGEN DEMAND DIGITAL SYSTEM INTERFACES TRANSDUCERS 16 AERATION BLOWERS VGL KNIFE GATE GLOBE VALVE 17 AERATION MIXING �" NH3 AMMONIA TSS TOTAL SUSPENDED SOLIDS 18 SECONDARY CLARIFIERS VKG VMD MUD VALVE v...$ A ANALOG INPUT A ANALOG I CURRENT NH4 AMMONIUM TURB TURBIDITY D DIGITAL P PNEUMATIC 19 SECONDARY SEDIMENTATION(RAS) -v m VPN PINCH VALVE 0.E NO2 NITROGEN DIOXIDE VHC VOLATILE HYDROCARBONSANALOG OUTPUT E VOLTAGE PF PULSE FREQUENCY 20 SECONDARY SEDIMENTATION(WAS) VPL PLUG VALVE NO3 NITRATE VIB VIBRATION 21 SECONDARY SCUM PUMPING 34a N F FREQUENCY PD PULSE DURATION 21 ELECTRICAL a5 WS WINTER/SUMMER A DISCRETE INPUT H HYDRAULIC R RESISTANCE 41 ODOR CONTROL -"-"_-- _-- ---- -- - ---- N N o c'o Q DISCRETE OUTPUT 46 PLANT WATER SYSTEMS Moa EXAMPLE: 47 PLANT AIR SYSTEMS GENERAL NOTES IIm o 1/p CURRENT TO PNEUMATIC 81 DRAINAGE v o TRANSDUCER(BACK OF I 83 SECS 1 1.THIS ISA STANDARD LEGEND.THEREFORE,NOT ALL OF THIS INFORMATION MAY BE re°' PANEL0 ,IN A FLOW LOOP) I 95 ELECTRICAL POWER DISTRIBUTION I USED ON THIS PROJECT. w 98 LAN SCADA ETHERNET NETWORK �D PROFF 00 01- 99 LAN PLCIIO NETWORK C$6��,/GIN� ySiO 91 i CLEAN WATER SERVICES '` x �' 3 _ PROJ NAME. SHEET TITLE: SHEET: OF: DWG k. > ow+JLTR ate: MARCH 2018 II242 288 .'.italry sig -� - ----- OREGON I aP&ID �+JLTR +� 1002 THIS BAR IS ONE INCH O. DURHAM AWWTF LEGEND AND ABBREVIATIONS °^ 3/12/18 �yy to 20°� - CleanWater Services © BLACK&VEATCH SECONDARY TREATMENT SYSTEM SHEET 2 OF 2 PLC#: 1002 �gsoNrnsE �^ WHEN DRAWING IS FULL Our commitment is clear. sa APPoJLH scANOOSCALE #I -- — EXPANSION PROJECT DATE - ORN APPO DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 c 6757EXPIRES:JUN 30.2019 PROD#: ENGR STAMP I I INOTE 3 — — — — — - — — — —— — — — —UNIT SUBSTATION XX I AERATION BASIN NO. 5 —1 NOTES: I MCC ELECTRICAL ROOM I 1. ETHERNET SWITCH PROVIDED BY OTHERS.COORDINATE ALL I I I I CONNECTIONS TO ETHERNET SWITCH WITH CWS. I 2. EXISTING ETHERNET SWITCH.COORDINATE ALL CONNECTIONS FO A Fl FO FO 4„...4.0 NEW ADMIN ETHERNET SWITCH TO ETHERNET SWITCH WITH CWS. FO ' FO FO FO I 3. PROVIDED BY OWNER 1 FO FO FO FUTURE WORKSTATION EXISTING FIBER I FIBER MANAGEMENT I MANAGEMENT NEW HMIWORKSTATION SYSTEM I I SYSTEM grill I I I (NOTE 3) I I 0 I I 2 I 1 . - . - . - . _ . - . - . _ _ . - . - . - . FO ICATs ABS TUNNEL I MAKEUP AIR UNIT II PLC CONTROL — —;;WI PLC CONTROL ETHERNET SWITCH 2 ETHERNET SWITCH 1 (NOTE 1) (NOTE 1) I (9)CONNECTIONS 960LCP3401 960LCP3402 (9)CONNECTIONS PLC 21 RIO R4 PLC 21 RIO R5 lair /�i� i tttt■ 11221111I r Gllil WO 61111111h CAT6 CABLE �--MANAGEMENT SYSTEMI / MLR PUMP 1 VFD VFD MLR PUMP 2 DIAGRAM KEY I NRD PUMP 1 VFD / \� VFD NRD PUMP 2 I ® FIBER PATCH PANEL I RAS PUMP 1 VFD \` VFD RAS PUMP 22 WAS PUMP 1 VFD VFD WAS PUMP 2 I !Iiii iiial PLC OR REMOTE I/O SIDESTREAM RAS PUMP 1 VFD VFD SIDESTREAM RAS PUMP 2 I C II 8 Ell BIOFILTER ODOR CONTROL FAN 1 VFD VFD BIOFILTER ODOR CONTROL FAN 2 V III HUMAN MACHINEL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -VFD E DRAINAGEPUMP2ACE(HMI) J m4 E ® ETHERNET SWITCH irt 11 ETHERNET I/P TAP(ETAP) 2 �8g 0 .0 CATs CAT6 ETHERNET CABLE c0,)r... Io , �O DJ LO FO FIBER OPTIC CABLE RM DJ OR PATCH CORD D PROP E� F 00 �C�� ,INFF •�% I 243 288 .. itally83.g > �NJLTR D'TE: MARCH 2018 PROJtihME: SHEET TITLE: P&ID SHEET. ORDWG#. OREGON a - -- - 11111111111111111 , N WATER `� 1003 _ GLEDUR AM ASWWTFCES CONTROL SYSTEM BLOCK ATE sntite 1003 �lr10 2°6 DSNJLTR D �# THIS BAR IS ONE INCH °:DCS CAD FRE# I003.dwg WHEN DRAWING IS FULL I CleanWater Services BLACK&VEATCH DIAGRAM I our commitment s dear. SECONDARY TREATMENT SYSTEM PLC/t JASON M`' $Q wPD: sCW E: SCALE. FtEV*II EXPANSION PROJECT JLH NOT TO SCALE DATE Dora APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 cors 6757EXPIRES:JUN 30.2019 PROJ N: ENGR STAMP: I I6"x6"x4"316 SS ANALYZER NEMA 4X JUNCTION 1/4"DIA SS SENSOR BOX 7-U-BOLT(TYP OF 3) TRANSMITTER INTEGRAL SENSOR CABLE TWO PIECE I WITH MS-TYPE QUICKEND CAP = - 12"x18" DISCONNECT PLUG PIPE LOCKING AND 10 GAUGE �,. SWIVEL LOCKING SCREWS .,I11 ALUMINUM \F - - I I WP CONNECTOR I UV RESISTANT ON CABLES AND JUNCTION BOX Jerk= CABLE TIE WRAPS JUNCTION BOXES PVC COATED 1/2"HUB(TYPICAL) ���'� �r�l- 1/2"FLEX LIQUID WATERTIGHT TIGHT CONDUIT INTERCONNECTION CABLE \ CONDUIT CABLE SEAL AIR BLAST TERMINAL AIR BLAST PLASTIC TUBING FROM \ 1'1 I SOL.#1 BLOCK BOX SOL.#2 ANALYZER-TO-JUNCTION BOX �i - --\\ I AIR BURST CLEANER ' ,` 1-INCH PVC CONDUIT TO - - I 1-1/2"DIA ` CONDUIT TO AIR BURST CLEANER r- PVC PIPE ANALYZER - _ _ - ANALYTICAL SENSOR J-BOX I >_ INSTALLATION DETAIL iffti ..1 cl____P PVC COATED 1/2"HUB(TYPICAL) ANALYTICAL SENSOR HANDRAIL MOUNTING NO SCALE W3/4"FLEX LIQUID TIGHT CONDUIT(TYPICAL) 1 INSTALLATION DETAIL 100A NO SCALE _ LOCKABLE O o DISCONNECT IO O SWITCH 3/4"PVC COATED RIGID STEEL I I CONDUIT(TYPICAL) © © REQUIREDPVCCOATED REDUCER,AS I PVC COATED RIGID STEEL 0,1 . 2'-0"MIN DEPTHS AS CONDUIT(TYPICAL) 1 FOLLOWS: dt/�4" 6"MIN 6"MIN d1-d+6" 0 © Q 1 d2=d+3" 1 1.HPA • p mmmilifil► © TOP AND SIDES FORMED ''I'I F Ir TYPICAL ANALYTICAL SENSOR TRANSMITTER CONDUIT LAYOUT FROM SINGLE SHEET 10 GAUGE ALUMINUM -I `° INSTALLATION DETAIL 100C d 1/4"HPA 3/8"HPA(TYPICAL) z NO SCALE PLASTIC AIR BLAST FOR INSTRUMENT MOUNTED TO TUBING SUPPLIED WITH BACK PROVIDE MIN 1/4"AIR GAP j , FIELD i;I'I o INSTRUMENT(TYPICAL) BETWEEN DEVICE AND BACK 1 '' INSTR 1 z I NOTES: 316 STAINLESS STEEL 1 01 7I-r\ I 01 1.SAFETY VENTED ISOLATION VALVE ALL BRONZE,RTFE SEAT,TEfLON PACKAGING, UNISTRUT,518"BOLTS, 600 LBS WOG,SAFETY EXHAUST PORT TO EXHAUST THE DOWNSTREAM SIDE WHEN NUTS AND WASHERS d2 JI,I d� 111 ra VALVE IS IN CLOSED POSITION,LOCKING HANDLE.APOLLO 75-100-41. Q 1i �I HANDRAIL-...�`+ - u -I I 2.AIR FILTER WITH 40 MICRON FILTER ELEMENT AND AUTO FLOAT DRAIN.ZINC BODYNLESS STEEL - FIELD — AND NITRILE SEALS.PARKER 06F SERIES. INSTR BACK FORMED FROM SINGLE I SHEET 10 PROBE AE-100.LOCATE ADJUSTABLE REDUCED PRESSURE RANGE. 315 BTAIND WASHERS / GAUGE ALUMINUM.TACK WELD C M f � -_ 3.PRESSURE REGULATOR WITH INTERNAL ZINC BODY.PARKER 06R SERIES OR LIEF,OUTLET PRESSURE GAUGE AND 3 FISHER CONTROLS 67C. TO TOP AND SIDES AS REQ'D I L° N cn 4. REFER TO SECTION 15095 FOR REQUIREMENTS OF SOLENOID VALVES. FOR INSTRUMENTS MOUNTED STAINLESS STEEL FITTINGS GS NOTE TO HANDRAIL USE PROVIDED WITH INSTRUMENT. limmitiammomm- MANUFACTURERS STANDARD IA ANALYTICAL PROBE CLEANING AIR PRIDE HOOD FOR ALL ( PIPE MOUNTING HARDWARE WELD TO PROCESS PIPING a o ELECTRONIC TRANSMITTERS INSTALLATION DETAIL INSTALLED OUTDOORS • �'� NO SCALE LIQUIDTIGHT FLEXIBLE METAL CONDUIT "� (TYPE TO MEET AREA CLASSIFICATION) . '-o m POWER SAFETY SWITCH PROVIDE _. CO�E 1/2"NPW FOR FLUSHING MIN 1/4"AIR GAP BETWEEN _ o SWITCH AND BACK,WITH LOCKOUT OPTION co SUSPENDED SOLIDS PROBE or...._ FIELD INSTRUMENT WITH HANDRAIL MOUNTED HOOD INSTALLATION DETAIL 11-e•Itit� INSTALLATION DETAIL NO SCALEIIII NO SCALE W ¢Wg e�0PROFF SID (ry�0,cp �O I N 6- IO °RN DATE: MARCH 2018 }___ rSHEET TITLE: SHEET: - l 91183 P IlJ ORIG I I miiiinims IX+NJLTR — I pR�CLEAN WATER SERVICES 244 ��2ss DWG It OREGONg • JLTR D looa DURHAM AWWTF INSTRUMENT INSTALLATION D _._ gyao 206 3/12/18 s THIS BAR IS ONE INCH C1eanWater Serv><ceS 13 BLACK&VEATCH 1004 axDCS CADPI E t 1004.dw WHEN DRAWING IS FULL DETAILS SHEET 1 OF 3 PLC gsoNtltsti I LLo SCALE. j I Our commitment is clear. SECONDARY TREATMENT SYSTEM sw a� SCALE EXPANSION PROJECT JLHNOT TO SCALE — -- -- - o� aEvu DATE DRN aPPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRO 6757 EXPIRES:JUN 30.2019 PROJ M: ENGR STAMP: I FLEX CONDUIT TO PLC---_ SIGNAL CONVERTEPJTRANSMITTER / ,l I CONTRACTOR TO MOUNT AND SUPPORT / THERMAL MASS ^/ FLOW ELEMENT /J 5 FT ABOVE FINISHED FLOOR - - -- - FLOW METER TO BE PARALLEL OR GRADE WHERE POSSIBLE IlArr----'—i TO FLOW CONDITIONER HANDLE THERMAL MASS I 'UI 3 PIPE DIAMETERS 1 /FLOW METER g 3!4"PVC-COATED RIGID STEEL CONDUIT(TYP) -_ , 111 / /i( _ � � 1/2"LIQUIDTIGHT - ---] .1. / ORIENTATION I CONDUIT DRIP LOOP a- -as-a RETRACTABLE PACKING ■�� HANDLE GLAND ASSEMBLY(SUPPLIED ow FLOW I SEAL CONDUIT PER MFG.-. tiIJIJ LBY FLOW METERII INSTRUCTIONS FOR THE 4-20mA MANUFACTURER) WELDED 1-1/4"NPT APPLICATION120VAC OUTPUT THREAD-O-LET 00IlPOWER lib/ � IFLANGE FITTING FOR 6" - - -STILLING WELL iIi1I1_' ' 110- -a 1 1 GASKETS AND STAINLESS ---- _STEEL BOLTS PROVIDED 1. 6"BLIND ME II II11 BY CONTRACTOR FLANGE GASKET_J% _ iv"' / GROUND,COORDINATE WITH ELECTRICAL 6"STILLING WELL / GROUNDING RING(TYP) - I MAGNETIC FLOW ELEMENT FLOW CONDITIONER INSTALLATION DETAIL ink u u,- 2"HOLES(TYP) MAGNETIC FLOW METER NO SCALE Mil. INSTALLATION DETAIL 104 THERMAL MASS FLOW METER 4-WIRE LASER LEVEL TRANSMITTER WITH FLANGE MOUNT I NO SCALE INSTALLATION DETAILink NOTE:PIPE TO BE SUPPORTED ON NO SCALE W INSTALLATION DETAIL BOTH SIDES OF METER. NO SCALE W - -FIELD BOLT CONTACT OUTPUT TO SUPPORT PLATE 3/4"CONDUIT -ARRANGE SLOWDOWN TUBING __ 1 / NEAR FLOOR FOR BUCKET \ BLOWDOWNNENT VALVE e •OR TO DRAIN TRANSMITTER NC�� \ NEAR TRANSMITTER / pS co D' 3/4"CONDUIT(TYP) . -- PROVIDE SWAGELOK JUNCTION la 152 45 OF SWITCH 4'-6" BOX MP. FITTING TO ALLOW EASY 10 so d CO ABOVE OPERATING FIELD REMOVAL 5 55 FLOOR I 6" PROVIDE ADEQUATE SPACINGy L RANGE AS SPECIFIED o so 1.... ... 111 . - OF TRANSMITTER _ FLANGE AROUND TRANSMITTER TO FACILITATE CALIBRATION --SHUT-OFF VALVE "' GASKETS AND STAINLESS-----� OR REMOVAL CAPPED TEST PORT STEEL BOLTS PROVIDED —CABLE GRIP hr ---F- STEEL CONTRACTOR .- 1/2"BALL VALVE '-�` SUPPORT INSTRUMENT FROM 1!2"3165$TUBING,SLOPE HORIZONTAL ' WALL OR FLOOR MOUNT PIPE RUNS AT LEAST 1"PER FOOT. Ill STAND. PIPE STANDS SHALL 1l DIAPHRAGM SEAL AND S.S.SNUBBER- ---- SUPPORT AS REQUIRED. 6"STILLING WELL BE O'BRIEN CORPORATION / :' AS INDICATED ON DRAWINGS AND IN \ 1 SADDLEPACK SERIES,OR �-SHUTOFF VALVE i ; SPECIFICATIONS _ M m I EQUIVALENT PROCESS I 1110.44111--.12,-.----- , • • 3 • `� / m 4-WIRE SUBMERSIBLE LEVEL TRANSMITTER WITH FLANGE MOUNT PROCESS PIPING = INSTALLATION DETAIL ,o PRESSURE GAUGE �N NO SCALE TYPICAL STATIC PRESSURE TRANSMITTER INSTALLATION DETAIL a ,, `\ "oc INSTALLATION DETAIL NO SCALE I\ ) % I ao„��, NO SCALE T-----'- N N c TYPICAL FOR:APPLICATIONS /- PROCESS PIPE n�m GREATER THAN 30 PSI(69 FTWC) r•-- - PRESSURE SWITCH&GAUGE/TRANSMITTER moa INSTALLATION DETAIL_Mk (CI.O NO SCALE _ U� :41 NOTE:ALL INSTALLATION 0 PROF <F HARDWARE SHALL BE 316 SS �� F ict 0. nGINFFsb''o I 00 a �` 91183.�9 =•_ 111, DRN DRIG 7-- ___ P°°°)"UE: SHEET SHEET: 288 !'tallyOREGON > JLTR DATE MARCH 2018 245 ORDWG ItS' Ilig CLEAN WATER SERVICES DSNJLTR DWGk 1005 THIS BAR IS ONE INCH DURHAM AWWTF INSTRUMENT INSTALLATIONk 10 2°°6 TR _ ogre:'DT 3/12/18 q CHKDCS CAD FILES 1005.dwg WHEN DRAWING IS FULL CleanWate Services © BLACK&VEATCH - I0055 Our commitment is clear. SECONDARY TREATMENT SYSTEM DETAILS SHEET 2 OF 3 « j4SON HFS I S f REV# EXPANSION PROJECT cws EXPIRES:JUN 30.2019 .o JLH �- NOT TO SCALE - ' CR - 1^ SCALE. APPo: SCALE, - 2550 SW Hillsboro Hillsboro,Oregon 97123-9379 6757 DATE DRN APR/ DESCRIPTION ' e9 PRO.i p: ENGR STAMP I I WALL PENETRATION TO BE ABOVE MAXIMUM LIQUID LEVEL AND SEALED BALL TO PLC TO BE WATERTIGHT '''''''''-at VALVE I I II JUNCTION BOXES.PROVIDE AND ��� 0 ARRANGE AS REQUIRED TO FACILITATE ■-� - --�- �III II ®- Q PASSAGE OF MANUFACTURERS O Eli POWER ZD ,,pp CABLE THROUGH CONDUIT.SPLICES CONDUIT JUNCTION �, 1/4"HPA AND TERMINATIONS SHALL BE IN A • 'I A BOX NON-HAZARDOUS AREA AND 1"HPA �• ►� nirj INTRINSICALLY-SAFE RELAYS 1 , I I I SHALL BE USED ON ALL FLOAT 01111 ■19 1/4"HPA SWITCH CIRCUITS .= =1 CHEMSCAN ISOLATION / ' --ISOLATION VALVE VALVE SECURE FLOAT CORD TO VERTICAL m I PROCESS NOTES: PIPE WITH TIE WIRE SUPPLIED ' ANALYZER 0 1.SAFETY VENTED ISOLATION VALVE:ALL BRONZE,RTFE SEAT,TEFLON PACKAGING, WITH FLOATS ° 600 LBS WOG,SAFETY EXHAUST PORT TO EXHAUST THE DOWNSTREAM SIDE WHEN DIRECT ACTING FLOAT VALVE IS IN CLOSED POSITION,LOCKING HANDLE.APOLLO 75-100-41. SWITCH SHOWN IN FREE - 2.AIR FILTER WITH 40 MICRON FILTER ELEMENT AND AUTO FLOAT DRAIN.ZINC BODY HANGING POSITION �, - DRAIN LINE AND NITRILE SEALS.PARKER 06F SERIES. SEE DEVICE SCHEDULES /'s • ��SAMPLE LINE AND SCHEMATICS FOR • 3.PRESSURE REGULATOR WITH INTERNAL RELIEF,OUTLET PRESSURE GAUGE,AND ELEVATIONS,CONTACTill DIRECTION CALIBRATION LINEOF FLOW = R ADJUSTABLE REDUCED PRESSURE RANGE.REFER TO SPECIFICATION 15092 FOR REQUIREMENTS,AND = GLASS TUBE ROTAMETER ADDITIONAL DETAILS. NUMBER OF FLOAT •/'� • WITH RANGE ORIFICE PLATE 111 SWITCHES o ZEROINGCLEANING4.TUBING SHOULD BE 3/8"316SS TUBING.SLOPE TUBING TO AVOID CONDENSATION 1"STAINLESS STEEL PIPE ' : SOLUTION f SOLUTION IN INSTRUMENTATION. CONCRETE BRICK FOR (DI WATER) —� (VARIES) WEIGHT BLUE LABEL RED LABEL ANALYTICAL SENSOR HANDRAIL MOUNTING TUNNEL SUMP—7 ' 150#ANSI FLANGE CHEMSCAN UNIT INSTALLATION DETAIL ink Ummir IM DRAIN PLUG INSTALLATION DETAIL = NO SCALE V. - NO SCALE LIQUID SERVICE ROTAMETER WALL-MOUNT FLOAT SWITCH INSTALLATION DETAIL in INSTALLATION DETAIL ® NO SCALE n NO SCALE I� R I 4-20mA OUTPUT \\ 120VAC POWER 1/8"THICK ALUMINUM DISK SLIDE GATE ACTUATOR FOR POSITION TARGET 1"HPA 0 3/4"RGS CONDUIT(TYP) CLAMP TO MOUNT TARGET - TO VALVE ACTUATOR STEAM © DPI O 4 O 4"ANSI FLANGE 11 MI MOUNT TO BRACKET 1/2"HPA ; ► : . ; 4 FT ABOVE FINISHED FLOOR / III 1/2" OR GRADE WHERE POSSIBLE J CONDUIT HPA 1/2"HPAIS-7---3 ] SLIDE FRAME GATE 11 FLOOR 4" 2 PROBE \ "� i1 - /- qJUNCTION BOX J — _ r rd- NOTES: V\I 'I{" ■ 3/8"316SS MOUNTING BRACKET \\\11\\\1\\\\\\\\\ ,'�` •'� ,I II — CUSTOM FABRICATED TO BRACKET_,,,_ �_ ', MANUFACTURER SUPPORT LASER LEVEL TO GATE \, J 1.OILER. :n CABLE ACTUATOR ABOVE LEVEL TARGET 11 Ci 2.AIR FILTER WITH 40 MICRON FILTER ELEMENT AND AUTO FLOAT DRAIN. 111111106111 0 1 ZINC BODY AND NITRILE SEALS.PARKER 06F SERIES. —=1 r,-s-_.- Th 5 3.PRESSURE REGULATOR WITH INTERNAL RELIEF,OUTLET PRESSURE 11 1 �l '-_r' - / GAUGE,AND ADJUSTABLE REDUCED PRESSURE RANGE.ZINC BODY.PARKER \\\\\\\ \\V\\-��� ' , I 2 I 06R SERIES OR FISHER CONTROLS 67C. DIRECTION MOUNTING BRACKETS WITH - 3!8"BOLTS(lYP) I"-.3 OF FLOW -- i e JI 4.1/2"QUICK DISCONNECT COUPLER BODY. 5.TUBING SHOULD BE 3/8"316SS TUBING.SLOPE TUBING TO AVOID =— -�--FLEXIBLE COPPER F• m CONDENSATION IN INSTRUMENTATION. TUBE WHERE CONDUIT AND WIRE TO PLC REQUIRED FOR — N on SERVICE WATER BALL VALVE HOUSINGCLEANING r;M§ 6.PROVIDE SWAGELOK COMPRESSION FITTINGS ON ALL TUBING AFTER THE o -o ISOLATION VALVE. 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SHEET TITLE: SHEET: SWGE. si "VLTR Iso, CLEAN WATER SERVICES P&ID 247 �'288 •(ta11E 9 OREGON DURHAM AWWTF PRIMARY EFFLUENT PUMP .m.. qr 10 2° THIS BAR IS ONE INCH POT 3/12/18 �' ° WHEN DRAWING IS FULL CleanWater Services BLACK&VEATCH SECONDARY TREATMENT SYSTEM STATION MODIFICATIONS PLGM 1601 axc p� CRD PILE t. 1601.dwg -gSON H7SE 2,--- ---- -- SCALE. our commitment is cleat. 11 APPoJLH SCALE: NOT TO SCALE — EXPANSION PROJECT e'6 SCALE. DATE oleN gppp DESCRIPTION2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 cm a�57 PRO.1#. EXPIRES:JUN 30.2019 ENGR STAMP. 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OWOS • OREGON n DSN.I - CLEAN WATER SERVICES P&ID P JLTR 1602 THIS BAR IS ONE INCH - DURHAM AWWTF AERATION BASIN NO. 5 DATE: 3/12/18 16 2 yyy10 .1'. C1eanWater Services © BLACK&VEATCH �� �SFI�NOT TO SCALE WHEN DRAWING IS FULL SECONDARY TREATMENT SYSTEM PLC Y: ''f1SONH1SE I oour commitment Is dear. 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PIPING TO AND FROM THE BASIN IS SHOWN ON 1602. ��D PROFF 0 0 2. FUTURE INSTRUMENTATION. \y� G I N E. OI �� 91183�� __ DRNA TR SHEET TITLE: SHEET: OF: DWG# > JL oni�: MARCH 2018 I PROD NAME r¢ �� `� 249 288 .•.(tally s 9 CLEAN WATER SERVICES P&ID OREGON os !LTR DWG#. 1603 THIS BAR IS ONE INCH �7 �. _ - DURHAM AWWTF AERATION BASIN NO.5 °^ 3112'18 1603 yir 10 29°6 CHKDCS CAD FILE#: 1603.dwg WHEN DRAWING IS FULL - C1eanWater JerviCeS la BLACK&VEATCH �„ SCALE, our commitment is clue. SECONDARY TREATMENT SYSTEM SHEET 2 OF 3 PLC# 4.1SON H1 m� APPDULH SCALE. NOT TO SCALE - EXPANSION PROJECT — o REV#: DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. 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DESCRIPTION Our e9 I Q SPEED SPEED VFD IN RUN SPEED SPEED VFD IN RUN INDCTN ,1CMD FAULTFAREMOTE RUNNING CMD INDCTN CMD FAULT REMOTE RUNNING CMD FLOW Q U 4111 (1-413/ 141 14111 4411\ 1 (1413\ 441 6412\ /1412 (1-41-2\ 441 / FI- Q ID3 .,,,,SIJ �SOJ PYA) �L) 121 �C_..) \,,,SIJ \ C) PYA/ ALJ \,,Y,L BJ CYC) \:141" ai SPEED SPEED VFD IN RUN --J SPEED SPEED VFD IN RUN U 0. INDCTN CMD FAULT REMOTE RUNNING CMD -J INDCTN CMD FAULT REMOTE RUNNING CMD FLOW 1411 1411 1411 1411 1411 1411 1412 1412 1412 1412 1412 1412 a SI SC YA YL-A FYL-B) YC FSI E\STC/) (YA) YLA YLB YC �Fl, I 1_—opo--o _.? o o t_o—o?e e— P o 0 40-0_ ! I I LORR START STOP 4. 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M ' co 0 I. �RR QW `OPRo O� �� �GIN6• t,SO , 91183.9 - _ 251 OF: DWG SIn II _ _ __ rawiaraae: SHEET TITLE: SHEET: 288 . .itally y °RI+JLTR MARCH2018 CLEAN WATER SERVICES OREGON �7 ji `_ DURHAM AWWTF P&ID DPN,3112/18 -'y 10 2°' °S JLTR D CAD 1605 THIS BAR IS ONE INCH Vieail V`J3�Cr� .]GTVIC�S Q BLACK 8�VEATCH 1605 WG CHK:DCS CAD FILE# 1605.dw WHEN DRAWING IS FULL Pmt �gSONH1�� 9 SECONDARY TREATMENT SYSTEM NRD PUMPING --- ------ ---- -- - SCALE. Our commitment it clear. o Il l' APPD:JLH SCALE: NOT TO SCALE EXPANSION PROJECT DEW EXPIRES:JUN 30.2019 Op REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRa E 6757 - ENGR STAMP. I LIMIT HI HI HI SPRAY HI HI IN RUN HI HI IN RUN NH3CI NO2 /NO3\ PO4 SWITCH TORQUE TORQUE RUNNING CONTROL LEVEL MOISTURE TEMP FAULT REMOTE RUNNING CMD) MOISTURE TEMP FAULT REMOTE RUNNING CMD \ Q Na / AI r (AI- / AI ` (AI 118o5\ 68o5� /1605H�1 4805 4805\ (LI 6..-.,„,--,1 bio 6101` 61081�1 /210 �6 o1 1 6103\ '21o� 6103\ 6102` 2102 f '102` U *.805 056 �1805C/ 1805D/ ` ZS� \NAH tH/ ` YL� \ FC} '\,.2.10_12 \AJ \AH/ \.:(1!) 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DWG ltillly sign i > °RN ILTR oA E: MARCH 2018 OREGON CLEAN WATER SERVICES P&ID OSNJLTR °w° Isos THIS BAR IS ONE INCH — DURHAM AWWTF SECONDARY CLARIFIER NO.5 _°" a/12na --_ 1606 '1y 10 Zo`41 6 C1eanWater Services BLACK&VEATCH ...Des CAD FILE# I606.dwg WHEN DRAWING IS FULLSECONDARY TREATMENT SYSTEM AND SECONDARY EFFLUENT PLD# `71SONM\ LLQ - - Our commitment is clear. __ I h CONVEYANCE — �PDAH SCALED NOT TO SCALE 1 DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 EXPANSION PROJECT CWS 6757 EXPIRES:JUN 30.2019 REV R DATE PR°J# ENGR STAMP I SPEED SPEED VFD IN RUN SPEED SPEED VFD IN RUN Q INDCTN CMD FAULT REMOTE RUNNING CMD INDCTN �CMD FAULT REMOTE RUNNING CMD JFLOW Q 490\ 49oz� 49o2`1 49o1 4901 6901 4901 /1901 4901 6so1p/ 4901 4901 / FI \ a 0, SSI/ SCJ LJ ,Q11.-A2 \12JC)\YSIJ SCJ QYA) \,.1'L-!_k) LJ ALJ QYC) �90o9 co U SPEED SPEED VFD IN RUN SPEED SPEED VFD IN RUN U 0_ INDCTN CMD FAULT REMOTE RUNNING CMD INDCTN CMD FAULT REMOTE RUNNING CMD FLOW 0_ 1902 1902 1902 1902 1902 1902 1901 1901 1901 1901 1901 1901 ,F, -sr sC E YA" EvL=A3 En=s) EVE -sr -Se- ("i,./0 EvL=A) En:d Vc tsoo ■ Y ■ I 1 I I I , ,I 4 .f, 1 Ir 7 L-0-0--fo_o—opo " % o—o-Y-0---0-- —,I.__0-0I__0___, 0_0-01-o_o__J j II LORR START STOP LORR START STOP ¢ 1902 geh 1902 1901 ®i 1901 HSA q HHS-CCI HS-A HS-CC I I 465P1902-LCS 465P1901-LCS I b j I ~ I I,r]i 120V 4\:,,T19 465P1902-VFD —o—o—o--J . I X I� 465P1 ;05:4 b 19026I 190 480V— I 18"-RAS A 1602 SEAL WATER 9 _iir031 I 0 TO AERATION -18"-RAS ® ►� 18"-RAS a.- 1- BASIN NO.5 CQ1 465VCK821 465VWG922 465VPL921 a .„.1 18"-RAS NI 111,1 B I 1602 0 RAS PUMP 2 TO AERATION � BASIN NO.S 24"-RAS Y1465P1902 0 02 465P1901-VFD .--0-0--.-1 1 iAI 1606a FROM SECONDARY CLARIFIER NO.5 0 �qq� 4 56 PI 4s5P1y1 1901B 4 1901 480V— 465FE 1960 18"-RAS ci OWSEAL WATER 2 © ® 18"-RAS 18"-RAS ! 6"-RAS 16"-RAS18"-RAS 18"-RAS 18"-RAST a . 24"-RAST _ ssvcKsll 465VWG912 ssvPLso sSVPLsoa 465901 465VPL911 p 'p TO/FROM EXISTING 1 9- 465VPL903 AERATION BASINS (7 iv RAS PUMP 1 NO.1,2,3&4 assP19o1 8"-RAS ■I B I 1609 10, Y m CD TO RAS SIDESTREAM ° C PUMP2 c N p 8"-WAS 8"-RAS I Al 1608 • ■ C 1609 FROM WAS PUMPS TO RAS SIDESTREAM m PUMP 1 p 15:c NO co N 8"-WAS BT 1608 U TO WASPUMP 2to 2 CO 00 G N C "W S 2 8"-WAS C f 1608 M co .01 TO WAS PUMP 1 Vo ci 'gym ¢p ���D PROFF ��9 �t:,lNF /O plpl 0 91183.P I _ p PRo3DOME: SHEET TIRE: SHEET.253 oF:288 DWG#. . .itally sig -• µjI DRNJLTR oAITGE: MARCH 2018 _ - __ _ �� CLEAN WATER SERVICES OREGON DSNJLTR DWG 47 Iso? -- -- ... 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T 465VPL005 TO RAS TRANSFER I .c 1 u 465TS � m FROM SECONDARY 465VPL011 p 2001 465VCK011 0 CLARIFIER NO.5 d E `� ISI 'v,/1/v\r' m t m WAS PUMP 1 i 480V p 'T'D r 1465P2001 I c D sSEAL WATER © V c0 r E FROM FUTURE NOTE 1 II a0 2 SECONDARY IS ccv c CLARIFIER NO.6 a� WAS PUMPS OM V 0o n. 0 , 20 Ua <W 0 ���D PRppF pP NOTES: 09 4 1NO /O 00 1.FUTURE LINE TYPE,TYPICAL. 91183N9 ItW ORIG PROD NAME: SHEET TITLE: SHEEP 254 OF:288 DWG#: .'./tally Sig > ORN�LTR DATE: MARCH 2018 -- CLEAN WATER SERVICES �� OREGON U Ds"JLTR MG* 1608 THIS BAR IS ONE INCH \ BLACK&VEATCH DURHAM AWWTF P&ID DATE, 3/12/18 9y 10 z� C1eanWater Services --- 1608 �NKDCS cnDFaEx 1608.dwg WHEN DRAWING IS FULL _S- SECONDARY TREATMENT SYSTEM WAS PUMPING PLC 4ASON04' ---- ---- SCALE. Our commitment is clear. _ ��_ --— ��� EXPANSION PROJECT PRO EXPIRES:JUN 30.2019 $m APPD:JLH SCALE: NOT TO SCALE 2550 SW Hillsboro Hillsboro,Oregon 97123-9379 ppay.6757 ENGR STAMP: 00 REVS DATE DRN APED DESCRIPTION - R9 SPEED SPEED VFD IN RUN SPEED SPEED VFD IN RUN INDCTN CMD FAULT REMOTE RUNNINGIN /1 CMD INDCTN CMD FAULT REMOTE RUNNING CMD FLOW V a (iso. \ /1904 1 44 � 909o4\ /1904\ 904 (1903 490 (190\ /t9o3\ /1903 (903 � \_SI} .....SC,) �Y"/ Q:LL% tt 1,3i \YC.) \.,,sl/ \„5°J QA1 �� K11_71!) L/ �Y°J ��� y IV SPEED SPEED VFD IN RUN SPEED SPEED VFD IN RUN INDCTN CMD FAULT REMOTE RUNNING CMD INDCTN CMD FAULT REMOTE RUNNING CMD FLOW J 0. 1904 1904 1904 1904 1904 1904 1903 1903 1903 199003 1903 /� a -Sr SC VA (YL-A) EYL-B� YC SI YA YL-A EYL-B) E YC 1905 1 A LL L , Y A. 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Hillsboro,Oregon 97123-9379 67Jr/ PR10,1 Si ENGR STAMP: i C IN POSITION POSITION CI LEVEL LEVEL REMOTE INDCTN CMD Q 4 (-LI--\ (LI� /181 /181 /1810\ Q I1E10/ �e1_:,1) vLy 1,._21___,) _Z_CJ OS I9 IN POSITION POSITION U El LEVELLEVEL REMOTE INDCTN CMD ,LI ,LI 1 0 1810 1810 a 1810 1811 FY0 Zr ZC II 1 li 1 1r ir I x III CEJ 48'-SE — I I c 425VPL811 a TO EXISTING SURGE BASIN 1 ,i .. 42 T 425VSG810 LORR 120V 1811 1810 1810 CHLORINE ZITS-A 425LE 480V 0 10 OSC 1811 Bs 181810 SR ZC HS-8 I , FROM FUTURE FROM FUTURE 425FCV1810 I SECONDARY SECONDARY CLARIFIER NO.6 CLARIFIER NO.7 T T 120V 425 1810 • A 1606 48"-SE 425Lp 54"-SE ✓ SECONDARY �i` ►- SR EFFLUENT g FROM SECONDARY 425V90913 SE CHANNEL 54-SE r', DISTRIBUTION "`""' CLARIFIER NO.5 STRUCTURE TO EXISTING TERTIARY I rZ 48"-SE TREATMENT FROM EXISTING' EXISTING 425VSG812 FROMSC2 SECONDARY FROM EXISTING' I CLARIFIER NO.4 SC1 Ill V , 48"-SE SE COLLECTION STRUCTURE m FROM EXISTING 425VSG811 I E' SECONDARY E CLARIFIER NO.3 0 m E rn > 48"-PE 1m o na.ooc FROM EXISTING �M'; PRIMARY TO EXISTING :id Fo CLARIFIERS SURGE BASIN 2 cc E cot C-3.1). N C N r...- 0 p O)O mon. 1! . O PROP,F ppl¢p (.9 \::\ /O 2 �r 91183. - _ I • 113 pRw,a Me. sHEernr a SHEET:256 oF:288 a';itally Sign > °Rr+JLTR oaiE: MARCH 2018OREGON Is10 CLEAN WATER SERVICES P&ID ° JLTR °°°» THIS BAR IS ONE INCH _ DURHAM AWWTF SECONDARY EFFLUENT °" 3H2/18 �qr 10 2°°� C1eanWater Services BLACK&VEATCH oDCS CAD FILE* f610.dwg WHEN DRAWING IS FULL I6 O ✓ E SCALE. Our commitment is clear. SECONDARY TREATMENT SYSTEM COLLECTION STRUCTURE PLCs gSON HIS I k AFPE:�LH SCALE: NOT TO SCALE — 2550 SW HillsboroHillsboro,Oregon 97123-9379 EXPANSION PROJECT cws 6757 EXPIRES:JUN 30.2019 �G REVs DATE ORN APP° DESCRIPt10N Hwy. 9 Paas: ErvcR STAMP: I Q LO IN RUN LO VFO IN RUN SPEED SPEED O PRESS FAULT REMOTE RUNNING CMD PRESS FAULT REMOTE RUNNING CMD INDCTN CMD Q I v 41o1 41o1 (8103\ a101 4to11 (o1 4102\ 4102\` ( o1 a10\ 41o1 410-2'N CO \ALJ Qi'A.,i ��1 \„Nil.13) tC} ‘,111A) \ AJ ALJ �L432 Q'D/ �Si/ SCJ CI) I -I LO IN RUN LO VFD IN RUN SPEED SPEED 0 0- PRESS FAULT REMOTE RUNNING CMD PRESS FAULT REMOTE RUNNING CMD INDCTN CMD 0_ 8101 8 01 7\ 8101 8101 8101 8102 8 01 2 81 2 8 01 2 8102 8102 8102 d FanT� (yA) (nA) EyL=s� yc E--) E- C E--) E--� PAL YA YL-A YL-B YC SI SC 4c I I . t I LORR START(,i-.---,0.,)STOP\ / 1 LORR START STOP\ / I H�j ®®-. 1,-,...18_,-C, NW PRESS arti%i (5T0-2) lap PRESS / \ � � Nip S-C 1 470P8101-LCS / \ 470P8102-LCS I 14"-AB4/D DUI o 47OVPL100 1— "-/---71----/---/---/--- ® I I FROM AERATION BASIN NO.4 4' a 1---f----/----/----/----/-- 470P8102-VFD -O—O---'—OJ y I I p 14"-SC5/Da C i /I`, A 1606 1 FROM SECONDARY 470VPL101 ,4,481470PSL1 8101470PI _ a a CLARIFIER Na 511 47�0P1 W 81018 X FROM FUTURE 14"-SC6/0 SECONDARY F" •."' — — —11w I i I CLARIFIER NO.6 — b a —480V SEAL WATER 1 0 10"-PD 470VPL112 i 10"-PD 14"-AB5/D 12"-PD 12"-PD �� � A 1602 1N ►p IF .. 470VCK111 I • 470VPL130 TO PRIMARY FROM AERATION 470VPL103 47OVPL111 BASIN NO.S - 40,... I EFFLUENT DRAINAGE PUMP 1 .,, ,:lPUMPING FROM FUTURE 14"-AB6/D j ! 1470P8101 i STATION AERATION BASIN — — — NO.6 I YD I YD "a 470PSL 47^OPi a 8102 810 FROM FUTURE 14"-SC7/D I a I AERATION BASIN I— — — — W W NO.7 47oP1 a 81026 c d v N —480V F SEAL WATER Q _1111 4"-PD low w 12"-PD D 6"-PD 470VCK121 2 D E 470VPL121 °a m v ' O DRAINAGE PUMP 2 E a 1470P8102 ,gi o�-d E 00 2 NC ONyyy P)U O CO oil o , Mc' U'� o �cn Q tii D PROFFS� o� 00I �i4scp GINF�9 O 91183. 1.1 D�JLTR D MARCH 2018 I. I PROJNAA{E: SHEET TITLE: SHEET 257 OF:288 DWO#: .'.itally sign OREGON �' DSN DWGt _ CLEAN WATER SERVICES P&ID DATE 3r1v1a 1611 4 �^ THIS BAR IS ONE INCH I ,_ - C1eanWater Services BLACK&VEATCH AERATION BASIN 5 ,0 2 DURHAM AWWTF PLOT WHEN DRAWING IS FULL h _ 1 Our commitment is dear. © SECONDARY TREATMENT SYSTEM DRAINAGE PUMPS Y I Qh f DCS CAD FILE* 1611.dwg REvr CHK:DCS - —_ � PLC k �'1SON M5� 8m APPD:JLH SCALE: NOT TO SCALE SCALE. �__ EXPANSION PROJECT cws EXPIRES:JUN 30.2019 LLo DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PBa N:6757 ENOR STAMP: I PUMP 1 PUMP 1 PUMP 2 PUMP 2 0 FAULT RUNNING FAULT RUNNING FLOODED < I U 4104` 18104 (0- (810 (8106 1 Q G) YA} Q1.} \,:_iYA 1 ,...yl__.,...yl__..)Y ` YAJ f� I0 PUMP 1 PUMP 1 PUMP 2 PUMP 2 0. FAULT RUNNING FAULT RUNNING FLOODED d �8104� E8104� E8105� 8105 E8106 IXA i" YXA YL XA 1 i i I i I I I i I1 480V— LOA RESET START STOP\ / \ / PUMP 1 8104 8104 RUN LINFAULT 1 Il ® giv Ham-A HMS-B lir Nip LOA RESET START STOP\ / \ / 8105 8105 8105 8105 ©RUN ®FAULT PUMP 2 HS-A HS-8 HHM , H'MS-B-8 / \ / \ ESTOP 1 LEAD/ALT/2 LEAD \ / 8104 8164 FLOODED HSC HS D 470P8104-LCS / \ II, a a Ii RA D I 3"-PD TO PLANT DRAIN I a 47^OPI a („17,01:.1) I 8104 1. I 21 > a m a o n o i r S < Ysr o- ZV U ^ °' 0 470 SL HH v < 8106 470LSH 8106 , D p I 47003E __ 'S7 Q 8106 T I 0 • Lel L> C • TUNNEL SUMP TUNNEL SUMP PUMP1 PUMP2 T I 470P8104 I 1 470P8105 I El, cy TUNNEL SUMP —41 m=E w2 Q N N G y M O 0- co co N U 'gym lii �D PROFF S, o� S 0 I zy��91183�-O- 0 I > DRNJLTR MARCH 2018 I PRO./ttAM£: SHEET TITLE SHEET: OF: GWG#. ' n _ va, CLEAN WATER SERVICES 2sa288 �'.it OREGsign g osNJLTR owcx 1612 THIS BAR IS ONE INCH _ DURHAM AWWTF P&ID °^,E 3/12/18 �1)"1p 2S) cHKDCS CAD PaEm 1612.dw WHEN DRAWING IS FULL C1eanWater Services Q BLACK&VEATCH 1612 �� 9 SCALE. SECONDARY TREATMENT SYSTEM Plan 4/SON HOs� I our commitment.9 clear. TUNNEL SUMP PUMPS m APPDJLH SCALE: NOT TO SCALE -- —--- --_{— ---- EXPANSION PROJECT cws -- EXPIRES:JUN 30.2019 o-- REV# DATE i DRN MPG DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 6757 p PROD#: ENGR STAMP: + r 0 FAIL TEMP 00 ¢ / I /500 `-TI \ ¢ I u. 0 FAIL TEMP d E.5001) I I ,T5002 r I x I I L if' I r I I x L II I L I ELECTRICAL ROOM HVAC ��'�FAIL z—LN SYSTEM 5091 960TIT soot r ELECTRICAL ROOM TEMPERATURE 960ACU5001 MONITORING I I I 96I 5001 ELECTRICAL I ROOM THERMOSTAT a, 6 I 0 N E EI6 N �1 a� 0 o N M `-N O COBE 1co 2 ;ci! cv N I-M U OOri O MOO- F i6D PROFF, OO � ��GINE- O 91183. 259 OF: DWG#- } `' SI -• PRGJ NNME. SHEET TITLE: SHEET: 288 !�1�'l) > DRN ILTR MARCH 2018MIMINIMMIN CLEAN WATER SERVICES P&ID — OREGON --4.- r ` Services v- PLOT 04NJLTR ° 1613 THIS BAR IS ONE INCH CleanWater Jt L Vices BLACK&VEATCH DURHAM AWWTF HVAC DRAWING °"T>' 3/12/18 �qr fo zo°6 WHEN DRAWING IS FULL 1613 I DCS CAD FILER: 1613.dw9 SECONDARY TREATMENT SYSTEM SHEET 1 OF 2 PLC* ✓1SONH40- --- --- SCALE. Our commitment is clear. APPo: SME. EXPANSION PROJECT — .- JLH NOT TO SCALE REVS DATE DEN MPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 cws 6757 EXPIRES:JUN 30.2019 p PROD 71: ENGR STAMP- 0.4 LO LO LO LO LO TEMP PRESS TEMP TEMP PRESSPRFAULT RUNNINGINPRESS FAULT RUNNING PRESS FAULT RUNNING 0 �500b t (TALL I POAL 1 7-TI ` (TI- I PAL 1 (YA ( YL 1 �AL" 'YA' "'L� / _ \ UI PAL 1 �YA 1 �YL tU 111 �u 5003 I 09 \so0) �so0) 02 �so0) iso°� X50°� °°� �°°� �os°0) ,,,!__.)3,...„ �°J INOTE 1 LO LO LO LO LO O 11. TEMP PRESS TEMP TEMP PRESS FAULT RUNNING PRESSFAULT RUNNING PRESS FAULT RUNNING O. 06. YL5005 t, ,T00FP0A, PA� Y0A1YE0A0L34 5Y0A2� 5Y0L2PAA0,-),500450035003 _ E DU vn ' — _ I /1,- x % f % - - -s—J r �I t 111 I r i r i r i i x 480V LORR WS START STOP START STOP I I I I I I I 00 00 I i 00 6601 6601 6601 6601 5001 5001 5001 41 1' / soot 4' 0 a ,' 5003 HS-A HS-B HS-C HS-0 HS-E HS-F ZIK i ' ' ; ; HS rf_f___�__f-___�___ 1,' HS 465EF5002-LCS / ! 465EF5003-LCS y 465P6601-LCS ; 465EF5001-LCS i i ir i , i r I '' i i Ai i r f j i r I i r i i i j i r i Ai i i i i MCC AIR / ' I II i INTAKE i ' , i ' x ; iI V X I j 4' 4 r II li ; ! ! �i % i % i r d s0oz EI Ai i —480V ( x / Ai I I x I x I I I 4' MCC i ' Q . 1 ,,, ir HEATED WATER A . ,,,, rrr--��� X i ® X y MCC SYSTEM SUPPLY 6602 6602 HEATING COIL PUMP / ; i ZC•S ZIT ORR 1465P6601 I I I 465 L I 4' I X H602 sso2 0 . r . Ai a s0o1 tern i a 6602 6602 ft 4 Jx / 21III 1-NI • 465TSL 480V ZS J i 465FCV6602 5TIT HEATED WATER 50.......0j34 1 I SYSTEM RETURN ir I /-1 a 1 462 a a 5002 • GALLERY SUPPLY FAN X 1' i465SF5001I I 480V u V I I 465MAu5001i lir 1' GALLERY �1 a EXHAUST 465PSL i 5003 a GALLERY EXHAUST FAN 1 1 0 m I465EF5001I E I 480V r co ¢o /�>coI ia,o AIR DISTRIBUTION .. i]� GALLERY cow 65PS 71:E 465TIT EXHAUST 5004 5005 GALLERY EXHAUST FAN 2 a C 1465EF5002I ; TUNNEL Icl co � q TEMPERATURE 480V o r�g MONITORING mon �'� U o cr GALLERYco wro NOTES: PROF EXHAUST 01- 1.REFER TO SPECIFICATION 15500 FOR INTERFACE,MONITORING,AND CONTROL REQUIREMENTS. GALLERY EXHAUST FAN 3 ,�rGP,0 G $• tO 00I465EF5003I �� I N F� Of 91183. PROJIIAME. SHEET/17LE: SHEET:260 OF 288 DWG At .Ititally Sig DWGRIG THIS BAR IS ONE INCHOREGON K CAO CLEAN WATER SERVICES P&ID II DRN DATE: MARCH 2018 - JLTR 1614 — PLor 2i n L — DURHAM AVVWTFE 3/12118 qy 2° WHEN DRAWING IS FULL CleanWater Serv><ces BLACK&VEATCH HVAC DRAWING _ -- - 'G 1 A 10 I �r Dcs Is14.dwg SCALE. { — SECONDARY TREATMENT SYSTEM SHEET 2 OF 2 PLC it V 'i '�"SONH1 N Our commitment is clear. $w APPD:111 SCALE: NOT TO SCALE — I !--- +-- ------ -- ------ ------ EXPANSION PROJECT cws EXPIRES:JUN 30.2019 ',SIT REVS DATE DRN AFRO DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 pROJ#;6757 ENGR STAMP: I DIFF SPEW SPEED HI VFD IN RUN SPEED SPEED HI VFD IN RUN Q Q PRESS PRESS INDCTN� CMD PRESS FAULTFALTREMOTEOTRUNNING �CMDD INDCTN /CMD PRESS FAULTLTREMOTE RUNNING CMDF O 6PI \ (D� 4101/1 4100/ (4-10-1\ /4101` /4101` /410g�� �/411o'11 ,41021 '410 `/4P10� 1021 atop�� I410� \4V10C2�` V I N 4'°3J �1°4� SII \SC �A� �YA� �tt� �.LB \CJ .._SI_} ' _SC__.) �A� ,JA/ �LJ \,11L-1.3i �/ co IU DIFF SPEED SPEED HI VFD IN RUN SPEED SPEED HI VFD IN RUN j d PRESS PRESS INDCTN CMD PRESS FAULT REMOTE RUNNING CMD INDCTN CMD PRESS FAULT REMOTE RUNNING CMD d. PrP, P^DI 4101 101 4101 4101 4101 101 101- •102 4102 4102 102 102 102 4102 1 4103 F4104� SI SC FPAH� Tris- YL-A CIC--B YC SI SC EPAH� YA A=A YLo$ YC II T— A A A V I LORR START STOP\ / —480V I LORR START STOP\ / —480V 1 H4101 S-ARal (,<-1.10,-) \% HI PRESS I ® ® H�� ®HI PRESS 480EF4101-LCS /�\ i 480EF4102-LCS / \ I r / I i i I � r 1 I / r I4-0 0-0-o-480EF4101-VFD Lo---.—o—o—{480EF4102-VFD I 1 a I _ — PROVIDED BY I a ODOR CONTROL FAN a 48OPIT 48OP T 48OPOSH MANUFACTURER 1 I 4103 4104 4101 —480V • 20" a a -FAD I\I ► 20"-FAD 11,-I A I 1816 0, 20"-FAD 460AD107 TO ODOR CONTROL I V111 \I D I I SYSTEM SHEET 2 OF 2 FROM 1480FILT4101 480A0106 AS il ANAE ZONE 7OOFC YD 1'D I480EF4101I a I AERATION BASIN NO.5 PREFILTER BIOFILTER ODOR Ar CONTROL FAN 1 a 0 , Q LL I O N a 1 I I c PROVIDED BY "3 a ODOR CONTROL FAN 0 E 4I �DSH MANUFACTURER m 4102 LI.' m 11• 480V i I - o.g 4 \I .. N N C 20"-FAD \ I# 480AD109 m N E 480AD108 AS .- N c YD I480EF41021 ?0 BIOFILTER ODOR c M o CONTROL FAN 2 co o e0. 00 .--)<9, oo „yEOPRORF 010` �u0 \.1.G1NEF 'O. 01 7 91183. IL PROJ1aAME: SHEET TITLE: SHEET'161 GF:288 DWG#: .',itaiiy Sig -• GRNJLTR oA MARCH 2018111 co INNIMMNIMIi 1 I CLEAN WATER SERVICES P&ID OREGON 6 as"JLTR DW" 1615 - DURHAM AWWTF ODOR CONTROL SYSTEM DPATE 3/12/18 �'qr,D Z` THIS BAR IS ONE INCH BLACK&VEATCH 1615 yS 10 H1 rt C1eanWater Services Q CHK:DCS CAD FILE#: 1615.dw WHEN DRAWING IS FULL _ SECONDARY TREATMENT SYSTEM SHEET 1 OF PLS g,g APPO SCALE: 9 DATE GRN APPD Our commitment is clear. ' �Q -- SCALE. REV# EXPANSION PROJECT cws EXPIRES:JUN 30.2019 0 JLH NOT TO SCALE DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRO#:6757 ENGR STAMP: I FLOW Q QQQ FLOW CONTROL FLOW U ( i- -Fl �FC 1 IFIii N \460 602/ 460) N I FLOW UFLOW CONTROL FLOW J a �F, /FC \ IF, .. I 4601 4602 4602 __ 1 I, ,I I , I1"-PW /,/,,, _ 1 I I f20"-FAD I I A I 1615 ( _III - FROM ODOR CONTROL SYSTEM SHEET 1 OF 2 BIOFILTER CELL 1 I i 4800S41011 4. 2 /, 4kr (V 4 I 480LCP4601 WATER PANELI 480FIT SPACE —120V 4601 1 HEATER 4601 I 1!2"-PW 1/2"-PW /< 4 MK ► 0 480r9) Cal - DRAIN LINE T480VBL121 \ 480VBL122 480PRV4601 4601 • 480VBL123I a, FROM PW 480BFP121 MANHOLE II 3 SYSTEM ,✓ 4B--I-- T P. YD 4602 0 H 1 1 m 480FE p 0 4602 as 1"-NPW 1"-NPW ►N b.-ii ►� 480Fc� 1"-NPW w 4602 DOI N?: 480VBL124 480PRV4602 480FV4602 480VBL125 N d FROM NPW aD E SYSTEM m2 In I,-('-",S oN- M CO a U`n Io m 0 <11.1lEn rcT) GINOA-s„p2 91183. 1.C W ORIG T PROJIIHM£. SHEET TITLE: SHEET:262 OF.288 DWG*: .•.,ta911 3- \ DRNaTR DATE: MARCH 2018 — OREGON N CLEAN WATER SERVICES P&ID ADT 4 DSN:JLTR DWG*: 1616 7 ( Services• DURHAM AWWTF ODOR CONTROL SYSTEM DATE' 3H2/18 qy 70 20 THIS BAR W ONE INCH CleanWater © BLACK&VEATCH Fick 1616 ✓ggpN,llsE cNNpC$ CAD FILE* 1616.dw WHEN DRAWING IS FULL SECONDARY TREATMENT SYSTEM SHEET 2 OF 2 ' - 9 SCALE. - Our commitment is clear. b — NOT T —— EXPANSION PROJECT 5 EXPIRES:JUN 30.2019 m" APPD'JLH SCALE: TO SCALE REV# DATE , DRN I APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PROD* 6757 ENGR STAMP-. O� 1 o • o —1 111-- w a 0 • 1 J 480V,3PH —0 O ■ • III > o • C3'''0 Q M1 0 u� -o oO ■ • -4 --{I II--. ■ 0 • J — — DISCONNECT SWITCH LCS r -t DISCONNECT SWITCH I H10 H3 H2H4CPT ! 480/120V VFD CONTROLLER E-STOP I CLOSED 1 ' " VFD ti —a-1-0-1•1- � -•--- -} I C1 RUN AUX(DOt) ` 1 1 • I I OR ' • MOTOR RUNNING I t- -IIl I OR I VFD CONTROLLER , ` I STOP START 1 CR6 RUN L } R 0 ii_____._�- I • • • xoo 0 0 I I I VFD FAULT(D02) •--(...7\, I I 1 11 VFD FAULT A I I CR1 I ♦---4-----I I KEYPAD 1 I I I LCS , I RESET • CR4 1 1 CR2 I I .--1 I—•—• I TI _____z1--_I_ I REMOTE • RESET 1 1 O oox 1 ■ VFD FAULT L J RESET _ -L VFD FAULT O •---0 O CO • RESETca �V ■ ° I1 ll ■ o h. • OW • CONTROL a -- • 111' MOISTURE AND TEMPERATURE POWER DETECTOR AT MCC(NOTE 4) co CR2 • -O O- • CR6 II--■ 1 HIGH TEMP LEGEND SHUTDOWN SENSORS ■ ■ AT MCCNFD 1 (NOTES) P •---■ A---MIO 0 AT DEVICE 0- 0 Q AT PLC(960LCP3401) CR1 ■T LOCAL RUN TEMPERATURE C I COMMAND ♦ AT LOCAL CONTROL STATION _ O II O • ■ MOISTURE ■ O H O 0 • CR31 REMOTE 1T - CR6 7 EQUIP TAG DESCRIPTION VFD DISCONNECT LCS TEMPERATURE MOISTURE • HIGH ■ SWITCH SWITCH SWITCH • ...',_..,)kMOTOR TEMP -- 410P1401 MLR PUMP NO.1 410P1401-VFD 410P1401-DIS 1 410P1401-LCS 410TSH1401 I 410MSH1401 0 - 0 -- �410P1402 1 MLR PUMP N0.2 410P1402-VFD ; 410P1402-DIS-r410P1402-LCS , 410TSH1402 1 410MSH1402_ 1 o CR5 ETHERNET TO PLC GENERAL NOTES: o� • I O • HIGH MOISTURE 1.SEE DRAWINGS E001,E002 AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS g�m ' ` AND NOTES. F 2.CONTRACTOR SHALL EDIT DRAWING TO MATCH ACTUAL EQUIPMENT SUPPLIED AND TO CONFORM WITH THE LATEST CWS STANDARDS. °Dad 3.CONTRACTOR SHALL CONNECT SENSOR INPUT TO TEMPERATURE DETECTOR N M w CR5 AND MOISTURE DETECTOR AT THE MOTOR. o I'--■ r o HIGH 4.WIRING FOR OVERTEMPERATURE AND MOISTURE DETECTION IS BASED ON FLYGT ED MOISTURE MINICAS DEVICE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING of ■ FUNCTIONAL CONTROL WIRING FOR OVERTEMPERATURE AND MOISTURE DETECTION p 00l PRELIMINARY-NOT FOR CONSTRUCTION IF ANOTHER MANUFACTURER IS PROVIDED. ,4, I Nee-/, DRN:AMJ PORIG ATE MARCH 2018 --_-_ ___ PROJNAME: SHEET TITLE: SHEET:263 288 DWG#'. Di •ally sig ¢ CLEAN WATER SERVICES ELECTRICAL �14�18"" _" 'oFVBERGe do P `� GSNANOD MG S. 1701 _ DURHAM AWWTF CONTROL WIRING THIS BAR IS ONE INCH __ C1eanWater Services ® BLACK&VEATCH 1701 ins t\ cHKRDT CADFIIEA 1701.dw WHEN DRAWING IS FULL ____ SECONDARY TREATMENT SYSTEM DIAGRAM Pox Our commitment is clear. IE%P�RA110N DAM 6/30/20181 I 2� EXPANSION PROJECT MIXED LIQUOR RECYCLE PUMP —6757 ENGR STAMP SCALE. a4 APFD�AJT SCALE: NOT TO SCALE -- - --oeSDwrTtDN - 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 t PROJ 0: LLQ REV# DATE DRN APPD I I I I PLC 960LCP3402 960MCC3401 o • 1 —11—o • I480V,3PH. � I '"-i O • 0 ACX TB-X ACX N i IL 120 VAC N —0 • I^u—M—O • M —in - MCC H1• •_• •H4 CPT ✓ -1 I TB-X M T• XX 480/120V T___��1-111- 1 ORUNNING" 1-1---I- 1 X2 = AC-X I I PLC:XX RACK:X I I SLOT:Y • 1 1 POINT:Z 1 1 1 i •LCS TB-X I O/L I TB-X r 1 J 11111-----1 I-E O "FAULT" 1 1 O I AC-X I I PLC:XX i STOP L R START i L J SLOT:Y "Iv O O O 1 a0 POINT:Z X00 M ALCS I I-_ Hill--) 1 f 7 I 1 TB-X I OR I TB-X XX I I PLC I 1 L„VV,"R I 1 I RUN E 1 —z l.�f I > PLC:EMOTE" 1 I I /U XX AC-X 1 I RACK:X 1 O•O---r— • I. -0--Ei1 —0- ■ L J SLOT:Y 1 • OOX 1 �/ I POINT:Z 11 I 1 O 00X A I I TO PLC I 1I 1 1 L J I LEGEND I • AT MCCNFD EQUIP TAG DESCRIPTION LCS 410MX1750 ANAEROBIC ZONE 1 MIXER 1 _ 410MX1750-LCS_ 0 AT DEVICE 410MX1751 _ ANAEROBIC ZONE 1 MIXER 2 _410MX1751-LCS_ 410MX1752 i ANAEROBIC ZONE 1 MIXER 3 410MX1752-LCS IF.) Q AT PLC(960LCP3402) 410MX1753 ANOXIC ZONE 1 MIXER 1 410MX1753-LCS a . 410MX175 4 ! ANOXIC ZONE 1 MIXER 2 .410MX17575 4-LCS Npa` • KNIFE DISCONNECT TERMINAL 2 m BLOCK AT LCP(960LCP3402) ZTm EL CO o, • AT LOCAL CONTROL STATION GENERAL NOTES: co 1.SEE DRAWINGS E001,E002 AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS d cvLOw AND NOTES. n , O ii 2.CONTRACTOR SHALL EDIT DRAWING TO MATCH ACTUAL EQUIPMENT SUPPLIED AND �M TO CONFORM WITH THE LATEST CWS STANDARDS. <w6- °cl, PRELIMINARY-NOT FOR CONSTRUCTION BRED E,�, �`���GINEEP� O 1 PROD NAME: SHEET TITLE: SHEET:264 OF:288 DWG N: �' 'd > +:AMJ DATE: MARCH 2018 iimmigimi 1 - `� oSiliANoo I7oz CLEAN WATER SERVICES ELECTRICAL P<aT 3nan3 ►�9 ' ti41-�Q a 0 EGON _ THIS BAR Is ONE INCH _._-_ DURHAM AWWTF CONTROL WRING DATE: ___ `BFR 8. :ROT CAD FILE•I 1702 d WHEN DRAWING IS FULL --- CleanWater Services 113 BLACK&VEATCH SECONDARY TREATMENT SYSTEM 1702 JAMES t I SCALE. o commitment Is clear. DIAGRAM PLC --_--- -- IExRRAigN DAiE: 6/70/20I8� APPD SGA E: — EXPANSION PROJECT ANAEROBIC/ANOXIC MIXER -_ Q o AJT NOT TO SCALE -REvx DATE ORN APPD DESCRIPTION 2550 SW Hillsboro H . Hillsboro,Oregon 971239379 PR�•,6757 ENGR STAMP: I IPLC CABINET: 960LCP3402 MCC: 960MCC3401 1 480V,3PH. — •• ( • ,---� 0 1 —„ice 0 • M OL'S TB-3 TB-3 111 AC19 N 120 VAC V II I 120V ___- A A 420001805-LCS 960MCC3401 r 1 TB-X 1 M _ 1 TB-X I ON OFF I CR2 OL'S AC-X 1 1 PLC: X SLOT: X —�I XO I m______14‘ — I MO N I{ F} • TB-XI 1 RACK: X POINT: X 1 CR1 i TB-X 1 I •—.---1-111----11-11-r 0 5 "HI TORQUE" I I AC-X 1 1 PLC: X SLOT: X I I 420NSH1805 TB-X 1 CR2 1 TB-X RACK: X POINT: X •--E i �i -0�0----* •* 0 • I I 1 t 1 0 "HI HI TORQUE j AC-X SHUTDOWN" - 1 1 I PLC: X SLOT: X CR1 I RESET L - - -t T TB-X I CR3 1 TB-X RACK: X POINT: X s-----11----• Q 9 1 ; • HI TORQUE —. -11.---11-- � l-0 O 0 LIMIT SWITCH CLOSED 1 r , \ J ALARM AC-X 1 I PLC: X SLOT: X 1 1 I L J RACK: X POINT: X 1 1 1 1 1 I I 1 A 420NSHH1805 •— U I. r -1 4 O HI-HI TORQUE 1 a° ♦ O� • SHUTDOWN I 1 1 1 RESET CR2 -r- — -r-----t-II L J ♦420CD1805-LCS I M • I I • 1 Q A---11-9 RUNNING I. " J I PLC SPRAY 420FV1805 .-----11--- 0 I I 0 -- ■ •----•--b-'\,-0---•-----I0 • SPRAY CONTROL I420ZS1805 IIII---. -ik---o,frj>—Ar 0 • LIMIT SWITCH CLOSED I LEGEND • 11-M E----�Ir---01 MOTOR SPACE HEATER I-o--t----•-• (250W) m U AT MCCNFD I of ,?.-1 O AT DEVICE � E o 0 0 AT PLC(960LCP3402) a. • KNIFE DISCONNECT TERMINAL I EQUIP TAG DESCRIPTION LCS IB BLOCK AT LCP 960LCP3402 420CD1805GENERAL NOTES:SECONDARY CLARIFIER 1 420CD15-LC� A AT LOCAL CONTROL STATION m csi u, I,,00, w1.SEE DRAWINGS E001,E002 AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS O� AND NOTES. 2.CONTRACTOR SHALL EDIT DRAWING TO MATCH ACTUAL EQUIPMENT SUPPLIED AND TO CONFORM WITH THE LATEST CWS STANDARDS. 4 0, PRELIMINARY-NOT FOR CONSTRUCTION �\5‘���IFss, PROJ NAME: SHEET TITLE: SHEET:265 Of:288 DW": " C'ry d > +�AMJ CO ATE: MARCH 20187 y �� CLEAN WATER SERVICES ELECTRICAL Di a EGONo osN.AN� - DURHAM AWWTF CONTROL WIRING VEER 8 1703 THIS BAR IS ONE INCH C1eanWatee� Services BLACK&VEATCH P1OT 3/14/18 9f M1 CHK:ROT CAD ME* I703.dwg WHEN DRAWING IS FULL SECONDARY TREATMENT SYSTEM �C# 17O3 4'JA615'\ SCALE. Our commitment it clear. DIAGRAM " APPD:MT SCALE: NOT TO SCALE f EXPANSION PROJECT SECONDARY CLARIFIER NO. 5 Gws I`""�"""'KW' fii'°n°'81 E'f7-: REV# DATE ORN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 871239379 6757 PROJ#: ENGR STAMP: I 960MCC3401 960LCP3402 I480V,3PH. —O•• 1---n1.....,-111-0 • CO TB-X TB-X _ • I------/-1....,-111-0 ACX N r • L M _ 120 VAC N v MCC H1• •.....• •H4 CPT I 480/120V r 1111— , X2 TB-X 1 M I TB-X XX • -•--11---• ♦ O •"RUNNING" AC-X PLC:X 1 I RACK:X 1 1 SLOT:Y 1 I POINT:Z LCS XX TB-X 1 CR2 I TB-X r 1 •---40- ■ R ■ i ♦ O •"HIGH MOISTURE"PLC:X 1 I DL'S I AGX I RACK:XSLOT:Y I STOP L O R START I CR1 1 I POINT:Z •-■ Tri-C)—(27/ O 1 O O 1 1 1 XX 1 X00 , M , 1 I TB-X I CR1 I TB-X 1 —I I—■ - • --* + ■ N ■ + ♦ O •"HIGH TEMP" I AC-X 1 I PLC:XLO---A-- 00X _ J PLCRUNJ■1 RACK:X O L J PONT Z I■—�--- 11 Q — XX __ 1 TB-X OIL TB-X —� 1 -♦ �-I�E • O •"FAULT" O01).----A( , I 11 AC-X PLC:X TO PLC 1 RACK:X 1 SLOT:Y POINT:Z 1 I LCS I I r TB-X I OR I TB-X '—_.- =—L —A I ♦ XX O •"IN REMOTE" MOISTURE AND TEMPERATURE PLC:X DETECTOR AT MCC(NOTE 4) AC-X I I RACK:X 1 L J J SLO POINTT::Y Z • -0 0- • SENSORS I (NOTE3) 0- A---- ■ O 0- ♦---■ 0 TEMPERATURE • II 0 4:0 • I MOISTURE '0-11 0 crzz • I CR2 • 11 O • HI MOISTURE --f \4:1 ---- U . HI MOISTURE T1 3 GENERAL NOTES: CR1 111 no 1.SEE DRAWINGS E001,E002 AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS AND LEGEND • II O • HI TEMP c E NOTES. m4 03 D.CO rn 2.CONTRACTOR SHALL EDIT DRAWING TO MATCH ACTUAL EQUIPMENT SUPPLIED AND ■ AT MCCNFD N'o TO CONFORM WITH THE LATEST CWS STANDARDS. —�--- 4:1 - ■--• HI TEMP :4,_, 76 3.CONTRACTOR SHALL CONNECT SENSOR INPUT TO TEMPERATURE DETECTOR 0 AT DEVICE CO c AT PLC(960LCP3402) o w 2 AND MOISTURE DETECTOR AT THE MOTOR. ( ) EQUIP TAG DESCRIPTION TEMP MOISTURE LCS I New SWITCH SWITCH ' 1 p 2 4.WIRING FOR OVERTEMPERATURE AND MOISTURE DETECTION IS BASED ON FLYGT KNIFE DISCONNECT TERMINAL -- --- -- �- -- BLOCK AT LCP 960LCP3402 420P2101 SCUM PUMP NO.1 420TSH2101 420MSH2101 420P2101-LCS IOo MINICAB DEVICE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING 420P2102 ' O c3 SCUM PUMP NO.2 420TSH2102 t 420MSH2102 420P2102-LCS_' ..o FUNCTIONAL CONTROL WIRING FOR OVERTEMPERATURE AND MOISTURE DETECTION -- _--- -- --- -- ---- -_--- - p t) IF ANOTHER MANUFACTURER IS PROVIDED. A AT LOCAL CONTROL STATION °o, PRELIMINARY-NOT FOR CONSTRUCTION \5> I Ne'ir PROD NAME: SHEET TITLE: SHEET.266 OF:288 DWG N: DRN AMS DATE MARCH 2D18I — ___ 8683811. _ O EGON CLEAN WATER SERVICES ELECTRICAL pjII�I SI DSN ANOO Dwox 1704 THIS BAR IS ONE INCH _ CONTROL WIRING PLOT 3/14/18_ 9�F FR 8 ryo g RDT DUPLE 9 CleanWater Services Q BLACK&VEATCH DURHAM AWWTF °A 1704 yB ---1204.dW Our commitment l:clear. SECONDARY TREATMENT SYSTEM DIAGRAM PLC#. ,rnirs I m- APPD:A,JT SCALE NOT TO SCALE WHEN DRAWING IS FULL REV It f DATE _DRN AMID!..._ -_-- _-- _-- --. - EXPANSION PROJECT ---. ----- - I 1 SCUM PUMP STAMP: `i'°/�'8 LL o DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 cWs PROD k.6757 ENGR STAMP: I I --OP ° • o —11 I I is w ■ o . J 480V,3PH — O O iii • w --I I I I I-o u- ■ O • Q I LIJ ,-'1 w OD I LCS r 1 H1 O H3 H2 OH4 CPT VFD CONTROLLER E-STOP I DISCONNECT SWITCH '^^ "`^' 480/120V 465P1901-VFD r Xi X2 RUN AUX(D01) ,./„... / II I • II OR •VFD RUNNING L 7 i IOR I VFD CONTROLLER I STOP L y R STS I RUN I • .----1111I xoo O A I -a—, ® • VFD FAULT(D02) I{ ./..,_:‘, DRIVE FAULT I I I I CR1 I I ��I KEYPAD 1 I I I I I RESET CR4 I _L I ----IF— C �I_ • � ♦ 0 Ooxo ■ CR2 A---T--- • II CR2 I ___L 1 REMOTE � O OOox A I • RESET L J � V1)I IFD FAUO i- -� O CO •VFD FAULT O ■ RESET a I al w , __ i ._ MI a co , , • O •CONTROL POWER I r r LEGEND ■ AT MOONED 0 AT DEVICE I ■ O AT PLC(960LCP3401) I CR1 TLOCAL RUN A AT LOCAL CONTROL STATION I Ill RQUIP TAG DESCRIPTION VFD ] DISCONNECT LCS 465P1901 RAS PUMP NO.1 465P1901-VFD' SWITCH CR3 REMOTE 465P12 i I 465P1901-DIS 465LCS1901-ICS RAS PUMP NO.2 65P1902-VFD 465P1902-DIS I ` 4 0P1411 t RD PUMP NO.1 2-LCS 44110P1411 VFD 410P1411-DIS 410LCS1411-LCS 0 o 410P1412 NRD PUMP NO.2 410P1412 VFD-; 410P1412-DIS 410LCS1412-LCSJ in w ! 465P1903 SIDESTREAM RAS PUMP NO.1 - 465P1903-VFD 465P1903-DIS 465LCS1903-LCS_ M Pa ML 465P1904 SIDESTREAM RAS PUMP NO.2 465P1904-VFD 465P1904-DIS i 465LCS1904-LCS No O 0 0 0 a ETHERNET TO PLC GENERAL NOTES: a0 v1.SEE DRAWINGS E001,E002 AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS N u AND NOTES. I�o O o 2.CONTRACTOR SHALL EDIT DRAWING TO MATCH ACTUAL EQUIPMENT SUPPLIED AND O TO CONFORM WITH THE LATEST CWS STANDARDS. ❑I- o, PRELIMINARY-NOT FOR CONSTRUCTION 5t',°INFss/, v a F I Q DRN:AM,J ORIG DATE: MARCH 2016MEMINMEni -___ __. -__ .-_-._-_-_ _ PROJ NAME: SHEET TITLE: SHEET:267 OF:288 DWG 0: 4 S)P =d CLEAN WATER SERVICES ELECTRICAL — DISC Y o OREGON Dsrv.ANOO DWG• 1705 THIS BAR IS ONE INCH SOT ,,,g7„.: Q DURHAM AWWTF CONTROL WIRING DIAGRAM —_ 170 VEER 8• 7 - BLACK DATE: v o cHwRDT cnDFnE• 1705.dwg WHEN DRAWING IS FULL -- C1eanWateT Services SECONDARY TREATMENT SYSTEM PLD,y., JAWS t I -.-. _.— - _-- SCALE. --"-' Our commitment is clear. RAS/SIDESTREAM $ APPD:A3T SCALE NOT TO SCALE 2550 SW Hillsboro OregonEXPANSION PROJECT RAS/NRD PUMP Ms 6757 IEx 9RATDN DATE: 6/30/2018� REV% DATE ORR APP) DESORPTION Hwy. Hillsboro, 97123-9379 LL o PROD#: ENGR STAMP: I _ O° • o --II11 W ■ o • CC~ ~ I 480V,3PH r.---• ■ • w - 1 I I I a o U- • O • 0 SDC 000 • • L.Lj -II I1 CC ' � a ■ O • LCS r 1 H1III 0 H3�pH2OH4 CPT ` E-STOP DISCONNECT SWITCH " � 480/120V VFD CONTROLLER — —■l--� o— —� ll__ivH 1 I r o.X, 7 RUN AUX(D01) O •VFD RUNNING ' L 1 • I( I OR I I START .----1EI �— STOP L R L I CR5 RUN VFD CONTROLLER I xoo °-----* I • I VFD FAULT(DO2) I I/ I I • I I A•(,.:N. +VFD FAULT I CR1 ♦---I---■— II I I I I CR4 KEYPAD RESET I I —�� • ■ T ♦ 0 O OXO ♦ i ■ 0 • I I CR2 I I •-1 I-•—■ I I REMOTE I I RESET I O OOX A 1 • ■ 4110 VFD RESET ` J .---_1_00 — • r�n iT —7-, ■ a w • •W •CONTROL a I in POWER to _ TD1 SHUTDOWN • CSO • • ILEGEND CR6 • I I • II. AT MCCNFD ■ O AT DEVICE CR6 CR1 T LOCAL RUN O AT PLC(960LCP3401) • I I TEMPERATURE DETECTION ON O` A �• H-*AIG ■ ♦ AT LOCAL CONTROL STATION CR2 AT MCC • l! -0 o + o ■ TEMPERATURE _ CR3 REMOTE T_ SWITCH T ■ iii I EQUIP TAG DESCRIPTION VFD DISCONNECT LCS TEMPERATURE ' PRESSURE TEMPERATURE SWITCH SWITCH • -o--II o • ■ SWITCH ----— -- — TD1 465P2001 I WAS PUMP NO.1 465P2001-VFD 465P2001-DIS 465P2001-LCS 465TE2001 465PSH2001 PRESSURE SWITCH1-- -■ � 465P2002 WAS PUMP NO. 465P2002-VFD 465P2002-DIS , 465P2002-LCS 4657E2002 465PSH2002 rn • ® 0-30 SEC HIGH - __--- _-__-- n ■ (SET AT 5 SEC) PRESSURE m SHUTDOWN o IMy E TDI CR2 CR4 \ ' CR6 a.,_co rn • c — 'I.t • ■'-' Q A---1--• HIGH PRESSURE -��■ HIGH v� ' TEMP GENERAL NOTES: • SHUTDOWN 'd'al ■ 1.SEE DRAWINGS E001,E002 AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS r.Iw AND NOTES. 0 CAI r`08 r 00? 2.CONTRACTOR SHALL EDIT DRAWING TO MATCH ACTUAL EQUIPMENT SUPPLIED AND O O O TO CONFORM WITH THE LATEST CWS STANDARDS. <IL r ETHERNET TO PLC °CI PRELIMINARY-NOT FOR CONSTRUCTION �� co N e m ji DRN:({MJ ORIG D ATE: MARCH 2018 .__-._. __ PROD NAME: SHEET TITLE: SHEET:268 288 DWG/A: 'd N CLEAN WATER SERVICES ELECTRICAL ��� ��YE oNg AN0O nos THIS BAR IS ONE INCH !'�1 - DURHAM AWWTF CONTROL WIRING °°�: 3/14/1s 17@" � BFR S. P CHKiRDT CAD PLEA 1706.dwg WHEN DRAWING IS FULL - �.�leanWater Services ® BLACK&VEATCH - - --- 1706 4'�N SECONDARY TREATMENT SYSTEM DIAGRAM PLC A. JAMS - - -.... - -_ --- --- - Our commitment is clear. -_ -_- SCALE. m6 APPD,Afr SCALE NOT TO SCALE ---- - -- -- EXPANSION PROJECT WAS PUMP --- Ie>sxunDR w>E: 6/30/20181 LLoo REVA DATE ! DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PCROJ A 6757 ENGR STAMP: I I PLC 960LCP3402 960MCC3401 —a • I '„L—p I TB-X480V,3PH. —O i���—Tp • 0 ACX TB-X N �1 -_L 120 VAC N V _p • 1---(1-r---1111--0 r'"ti.'—r-0 • M 1 960MCC3401 H1• •�• •H4 CPT I r -I 480/120V TB-X I M I TB-X II I ��1--ME XX O •'RUNNING" (1 AC-X PLC:XX I I RACK:X I I SLOT:Y 1 1 POINT:Z 1 1 TB-X I TDI I TB-XXX 470P8101-LCS ~,- X0-6 ■ I Q 0 •"LOW PRESSURE I I OLS AC-X I V I RACK: I STOP OR START 1 li, I 1 SLOT:Y 1 L '' R I TD1 I I POINT:Z •♦•�7-11._' X00 t 0 r ■ Q • • 1 1 1 L- M J 1 1 I I -111--I F--■ I TB-X I OIL I TB-X XX I I •—♦ 1 -111----11----. O •"FAULT" Ii I J RUN AC-X PLC:XX PLC RACK:X 1 L ") SLOT:Y 1 00o X Ir t---■----0-i=1f-}-(r--■ POINT:Z 1 1 �/ I r •470P8101-LCS 1 I I 1 )0( I -1- 1 TB-X 1 OR I TB-X 1 o---r •--__♦_ .,I * L�OR _-A I�--�/t •IN REMOTE I OOX TO PLC I AC-XI I OOX I v RACK:X I 1 I L J SLOT:Y I 1 POINT:Z I I ♦■-I A, 0 U i----■ • ' I I V -4 I 470PSL8101 • f f cRz • ICR2 • N CO • 0-10 SECONDS (SET AT 5 SECONDS) TD1 CR1 \ / I • or. ' • 0 ♦----IN—*LOW PRESSURE INDICATION 1 N LA CL 3 NW LEGEND y EQUIP TAG DESCRIPTION NE° CL CO m • AT MCCNFD .Rig- ',1- DRAINAGE PUMP 1 ■ • 10 0 AT DEVICE GENERAL NOTES: th'C oN_ 0 AT PLC(960LCP3402) or4w 1.SEE DRAWINGS E001,E002 AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS AND NOTES. 18'2 • KNIFE DISCONNECT TERMINAL BLOCK AT LCP(960LCP3402)0ri 2.CONTRACTOR SHALL EDIT DRAWING TO MATCH ACTUAL EQUIPMENT SUPPLIED AND <W6i TO CONFORM WITH THE LATEST CWS STANDARDS. 0I¢ ♦ AT LOCAL CONTROL STATION moo, PRELIMINARY-NOT FOR CONSTRUCTION �\�� °, ass, w OWG , 269 OF:288 DWG# g d > wiN AMJ DATE: MARCH 2018 THIS BAR IS ONE INCH PROJ NAME: SHEET TITLE: SHEET D�alloo no7 — __ CLEAN WATER SERVICES ELECTRICAL __ Di e, �0 SN; DURHAM AWWTFy no7.dW-- t - C1eanWaterr Services 0 CONTROL WRING PIM 3/14/18__ 1707 9zp f$FR B•� w? BLACK&VEATCH DIAGRAM C(y JAA£5 RDT CAD FILE k WHEN DRAWING IS FULL *j SECONDARY TREATMENT SYSTEM Pic : 9_._. -- Our commitment is clear. REVo` APPD:MT SCALE: NOT TO SCALE DATE DRN APPD'I - EXPANSION PROJECT I ra+�� c/w/zolel 1 DRAINAGE PUMP 1 CWS DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123.9379 Paw k 6757 ENGR STAMP: I -OiIo ■ o —II II W ■ o • I _ I— 1._. 480V,3PH o —�I I( > J • w LL a U LL O • _� v 0 0 ■ • ? — II II ■ 0 • 470P8102-LCS r 1 H10 H3 H2OH4 CPT I E-STOP 1-- DISCONNECT SWITCH 1 ^^ -- 480/120V t 470P8102-VFD VFD CONTROLLER - 0 10—�--F-lk---0— - � -CCI 0 --A---� I 11 X1 X2 N1 1 + I I 1 RUN AUX(D01) s i I 1 OR 1 VFD CONTROLLER • I ,OR • VFD RUNNING I • I STOP START 1 sr 1 TD1 RUN L R • -. 1 • • • xoo 0 A •1 IN • • • CO 1 1 /N, A II 1 1 1 1 CR1 VFD FAULT(D02) ---4—a-11 KEYPAD I I ./....:,,,, VFD FAULT 1 1 IRESET —CR4 I • —E--i-----21----1 1 0 O0x0 ♦---i---■ 411) • { I 1 1 ', 1 CR2 1 _l__ 1 REMOTE —H I U I • 0 oox A I 1CO • RESET L J • RESET U II • 0 • VFD FAULT i 7 RESET coa.0 0 w w o_ CR6 U . O • CONTROL iI POWER co TD1 OHO a I 470PSL8102 /1�� •---� fro- A--- ■ C) • LOW PRESSURE SHUTDOWN LEGEND ■ U ATMCCNFD II CR5 • stiR • • 0-10 SEC AT DEVICE (SET AT 5 SEC) 0 AT PLC(960LCP3401) CR11LOCAL RUN I TD1 CR2 CR4 A AT LOCAL CONTROL STATION • IL X • ■' O ♦ LOW PRESSURE I a r CR3- • REMOTE EQUIP TAG DESCRIPTION I, c.'13rn 470P8102 i DRAINAGE PUMP 2 ',c C 5 coE� . 0 0 M a m ETHERNET TO PLC NQif A,- GENERAL NOTES: -.0d'U N N LO w 1.SEE DRAWINGS E001,E002 AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS V) o AND NOTES. 18i 2.CONTRACTOR SHALL EDIT DRAWING TO MATCH ACTUAL EQUIPMENT SUPPLIED AND ¢L:1-1 ei TO CONFORM WITH THE LATEST CWS STANDARDS. °oi PRELIMINARY-NOT FOR CONSTRUCTION S,,c, Fes,, PROJ NAME: SHEET TITLE: SHEET:270 OF:268 DWG n =d I w GRrvAMJ MARCH 2018 y 0 0 EGON _ DSNANOO __ — CLEDUR AM ASWWTFCES ELECTRICAL �� D'►� � S► Q \� CONTROL WRING f�g• THIS BAR IS ONE INCH _ _ _ _ qOT 3/14118 v?p�` 20 cRDT CAD FILE x. WHEN DRAWING IS FULL BLACK&VEATCH DIAGRAM PLC 1708 2� C1eanWater Services 1708.dwg SCALE. — our commitment s clear. SECONDARY TREATMENT SYSTEM JAMES I soE APPo:AJT SCALE: NOT TO SCALE (— EXPANSION PROJECT DRAINAGE PUMP 2 AMR 'AM 6/�/�'el REyY PATE pRN APPo DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 cws 6757 n o t PROD S: ENGR STAMP: I FIELD PLC:960LCP3401 1 I C-410FCV1550 zi I 410HS-A1550 120VAC(+) // IN REMOTE L1 W 410FCV1550C1 n (N) L1 W DO:XX HS BK 410FCV1550C2 BK / —— + 410H5-A1550 .\\,...._.) X1 v X1 DO:XX RACK: X POIPLC: XONT: X 410ZC1550 Z S-410FCV1550/ POSITION CONTROL 410ZC1550 W 4-20 mA 410FCV1550S2+ W / Al Al + I A2 — ZC BK 410FCVI550S1- BK AO:XX SH— S = —SHJ PLC: X SLOT: X �" AO:XX RACK: X POINT: X � SCALE: 0-100% I I 410ZIT1550 POSITION FEEDBACK ir W 4-20 mA 410FCV1550S2+ W AI:XX 410FCV1550 M ZT A4 BK 410FCV1550S2- f BK I1 A3 ` + —— 410Z1T1550 1 PLC: X SLOT: X G L3 L2 L1 SH— S = —SH AI.XX RACK: X POINT: X I SCALE: 0-100% IF 410FCV1550-DIS LOCAL DISCONNECT I J SWITCH POWER PANELBOARD:960PP3401 /P-410FCV1550 I 410FCV1550P1 410FCV1550P2 L1 410FCV1550P3 L2 480VAC,3PH O / L3 CKT NO.19 I EQUIP TAG LOCATION PANELBOARD 1 CKT NO. 320FCV1305 PRIMARY EFFLUENT PUMP STATION EXISTING LIGHTING PANEL c 410FCV1550 AERATION BASIN 5 960PP3401 19 tO @ 410FCV1551 AERATION BASIN 5 960PP3401 25 llil❑ 410FCV15521 AERATION BASIN 5 960PP3401_ 31 u°i 410FCV1553 j AERATION BASIN 5 960PP3401 37 M`'E 410FCV15541 AERATION BASIN 5 960PP3401 14 r 41oFCV14o1! AERATION BASIN 5 — f s60PP34o1 20 GENERAL NOTES: 490FCV1402� AERATION BASIN 5 960PP3401 26 425VSG1810 SECONDARY EFFLUENT COLLECTION STRUCTURE 960PP3401 32 1.SEE DRAWINGS E001,E002 AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS --- cd r, AND NOTES. � o,w I , 2.CONTRACTOR SHALL EDIT DRAWING TO MATCH ACTUAL EQUIPMENT SUPPLIED AND aTO CONFORM WITH THE LATEST CWS STANDARDS. ,2 <we, • 00 PRELIMINARY-NOT FOR CONSTRUCTION I- 0.3;� F. PROD NAME: SHEET TITLE: SHEET:271 OF:288 DWG N: o OREGON 1 `¢` ` asa. _ ''RN' DATE. 0 T: MARCH 2018INIMMM CLEAN WATER SERVICES ELECTRICAL Die• l sig._ d DSN:ANDO DWG#: 1709 THIS BAR Is ONE INCH _ DURHAM AWWTF CONTROL WRING PDATE `°T 3/14/18 ' ti� Q c:K:RDT CMflLElF WHEN DRAWING IS FULL ® BLACK&VEATCH JAI/ES in il C1eanWater Services1709 °a 1709.dwg --- our commitment is clew. SECONDARY TREATMENT SYSTEM DIAGRAM PLC it SCALE. �cxauanow DATE' Wwjeme� AJT E= NOT TO SCALREV 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 EXPANSION PROJECT MODULATING VALVE/GATE MS 6757 ENGR STAMP: �o M OA7E CRN APPD DESCRIPTIONPRG,#. I -670 • x ■ o • I 480V,3PH O • %� ■ • - I I]-- w O0L0 cc =0K a ■ O • O O • • ? I PLC 960LCP3402 MCC: 960MCC3401 I 0 o I I^�—■—0 • TB-X ACX TB-XN 480V,3PH. • I U0 • L 120 VAC N 1 —ti M OL'S 960MCC3401II I rI , � TB-X 1 M 1 TB-X /XX —�{—f <> "RUNNING" I I �i/ PLC:XX 120V AC-X I I RACK:X ♦ LCS I 1 SLOT:Y — It 1 O I 1 POINT:Z I I 1 ON OFF 1 OL'S TB-X 1 OIL 1 TB-X XX e =1 XO 1_i -14* -it 41, • '�'—�i—f O "FAULT" I I AC-X PLC:XX ` J I I 1 RACK:X L IJ SLOT:Y POINT:Z I I I I I LEGEND EQUIP TAG DESCRIPTION LCS ■ AT MCCNFD 465EF5001 GALLERY EXHAUST FAN 1 465EF5001-LCS I 465EF5002 GALLERY EXHAUST FAN 2 465EF5002-LCS ♦ AT LOCAL CONTROL STATION 465EF5003 GALLERY EXHAUST FAN 3 465EF5003-LCS I m v� M02 co .d to 2rom amrn o c.-5-2'CU _ GENERAL NOTES: N m w 1.SEE DRAWINGS E001,E002 AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS I O� AND NOTES. 0 M 2.CONTRACTOR SHALL EDIT DRAWING TO MATCH ACTUAL EQUIPMENT SUPPLIED AND of r' TO CONFORM WITH THE LATEST CWS STANDARDS. °°IPRELIMINARY—NOT FOR CONSTRUCTION I ��RED PRCk'f 4.`',�G I NE`�P/ DRN.AMJ DATE: MARCH 2016 -- I I I PROD NAME: SHEET TITLE: SHEET:173 �:288 DWG#: EO 'ry d y DWG CLEAN WATER SERVICES ELECTRICAL �I� ��YE on c DSM.AN00 # — DURHAM AWWTF CONTROL WIRING DATE: 3/14/18 9 f�BER 8•M1 P PLOT .1 .1 p = AI 1711 THIS BAR W ONE INCH 171 1 p5 7 © BLACK CNKRDT DAD FLE# 1711.dwg WHEN DRAWING IS FULL C1eanWater Services SECONDARY TREATMENT SYSTEM PLC#: NOT TO SCALE Our commitment;s Tar. DIAGRAM mm APPD:AJT SCALE: —..._. --- -. EXPANSION PROJECT GALLERY EXHAUST FAN I°�""°"a" a/'°/aois1 g"„ ALE. REV# DATE oRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 ays 6757 a oPROJ#. ENGR STAMP: I I 120V C 20A 960LP3401-21 I M1 OL [---/1 E-- MOTOR – ■ • OFF ON 4 AUTO 960CD5001 960CD5002 OL • • ---O --■--0. -- X00 111 I T-101 I 1 • OOX • o- J –'-0—CD—0-- ■ • 960CD5001 --0—CD HO-- ■ • 960CD5002 I I I I I I I I a LEGEND Igc r MANUAL MOTOR n 3 I EQUIP TAG DESCRIPTION STARTER(MS) CV 0 • AT MANUAL MOTOR STARTER 960EF5001 ELECTRICAL BUILDING FAN 960EF5001-MS cr w Q0 AT DEVICE _--- am o, IR.1g GENERAL NOTES: W•:,U o TV m 1.SEE DRAWINGS E001,E002 AND E003 FOR ELECTRICAL LEGEND,ABBREVIATIONS csi LOW AND NOTES. �105 M 2.CONTRACTOR SHALL EDIT DRAWING TO MATCH ACTUAL EQUIPMENT SUPPLIED AND Q.u6i TO CONFORM WITH THE LATEST CWS STANDARDS. CI I-- i< PRELIMINARY-NOT FOR CONSTRUCTION �,o NFA, in ErwN:AMJ 0(55 MARCH 2018 ------�— i PRG!NAME: SHEET TITLE: SHEET:274 OF:288 DWG#: 8 sig -(i Dem - ---- __ -- Dig y MI CLEAN WATER SERVICES ELECTRICAL ---- -- �0 E oN osN:AN00 D1 AG• 1712 PWT 3/14/18 `� ° Q THIS BAR IS ONE INCH ��� DURHAM AWWTF CONTROL WIRING DIAGRAM BER e• C1eanWater Services BLACK&VEATCH 1712 t WHEN DRAWING IS FULL JARS cHKRDT �FILE+� 1712.dwg -_-- our commitment t:clear. SECONDARY TREATMENT SYSTEM AERATION BASIN 5 PLC* 'EXPIRATION DATE: 6/30/20181 F�— - SCALE. _ EXPANSION PROJECT ELECTRICAL BUILDING FAN — - I F� AJT VA'P: NOT TO SCALE qty p DATEp pppp �E DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PR J#:6757 ENGR STAMP: 0 IDURHAM FIELD PLC PANEL 960LCP3401 I420AE1805A 420AIT1805 CONDUIT S-420AIT1805 AMMONIA TB-R1S2 TS3 W 420AIT1805S1+ W ^ AI:R)ocS)od,xx+ AE AIT 0 BK 4-20 BK A2+ I I + —— 420AI1805A i - 4-20 MA —_ / 4-20 MA AI;RxxSxxPbc- PLC: X SLOT: X L SH SSH J RACK: X POINT: X 420AE1805B CONDUIT NITROGEN S-420AIT1805 DIOXIDE I0 TB-R1S2 — + W A2+ -7 AI:R ccSxxPtoc+ AIT - BK + 420AI1805B \ 4-20 MA AI:RxxSxxPxx- PLC X SLOT: X LSH— S =—SH J RACK: X POINT: X I CONDUIT 420AE1805C S-420AIT1805 NITRATE TB-R1S2 I 0 --.. \ / AI:RxxSxxPxx+ AIT + BK I h� A2 �� hI + — 420AI1805C V / 4-20 MA Ai:R S p _ PLC: X SLOT: X L SH S —SH J RACK: X POINT: X 420AE1805D CONDUIT 5 420AIT1805 PHOSPHATE 1 TB-R1S2 + W n A2 �_ AI:RxxSxxPxx+ 420A11805D AE AIT + BK —— - u / 4-20 MA AI:RxxSxxPxx- PLC: X SLOT: X L SH— S = —SH J RACK: X POINT: X 1 G N L IlG N L LOCAL 420AIT1805-DIS / DISCONNECT I if SWITCH N CONDUIT PANELBOARD 3401 G L P-420AIT1805 15A 420AIT1805P1 /` L o 420AIT1805P1 N 120VAC CKT#19 I V G I N Io' TAG LOOP DESCRIPTION PLC PANEL PANELBOARD CIRCUIT# I 420AIT1805 SC5 EFFLUENT 960LCP3401 960LP3401 19 0 m E m rn W o_o N-.Z' �N N aDIct E NOTES: o w 1. CONTRACTOR SHALL PROVIDE TERMINAL BLOCK NUMBER FOR ALL DEVICES N c SHOWN ON THE LOOP DIAGRAMS. a w 2. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE LABELS FOR ALL WIRING r^a BETWEEN DEVICES,INTERMEDIATE MARSHALLING PANELS,AND PLCs. tD OO& 3. CONTRACTOR SHALL COORDINATE WITH OWNER TO OBTAIN TERMINAL BLOCK Im o NUMBER TO BE SHOWN ON THE LOOP DIAGRAMS. o c 4. CONTRACTOR SHALL FILL IN PLC NAME,RACK NUMBER,SLOT NUMBER,AND "' POINT NUMBER FOR I/O INTERFACED TO THE PLC. rz <1/J10 sD PROFFi4i9 �5� G I N F 'O 0 F- Cr 91183. PG .... , , , SHEET:275 OF:288 DWG iii a.•ital� Sig > oRNJLTR MARCH 2018 _ PROJ tume- SHEET TITLE: CLEAN WATER SERVICES INSTRUMENTATION osNJLTR DWG 1713 — — OREGON THIS BAR 1s ONE INCH _ DURHAM AWWTF TYPICAL ANALOG CHEMSCAN PL°DATE: �qr 10 20°6 �+xDCS CADFILE h 1713.dwg WHEN DRAWING IS FULL C1eanWater Sernces © BLACK&VEATCH 1713 m — T our commitment s elect. SECONDARY TREATMENT SYSTEM SCALE. ANALYZER UNIT LOOP PLC ti: ",1sONwsE cti ^PPOJLH SSE. NOT TO SCALE —— EXPANSION PROJECT oS REvx DATE DM APPo DESCRIPTION 2550 SW HiNsboro Hwy. Hillsboro.Oregon 97123-9379 DIAGRAM PcwsRO 6757 --_- EXPIRES:JUN 30.2019 PROD#. ENOR STAMP: IDURHAM FIELD MARSHALLING PLC PANEL 960LCP3401 I PANEL 410TJB3418 I I CONDUIT 410AE165641 410AIT1656 NOTE 5 S 410ONDUIT AMMONIA 1 —(Th— TB-R1S2 TB-R1 S2 + / `+TS3 W 410AIT1656S1+ ^ J W ^ J AI:RxxSxxPxx+ — �— AIT 0 BK 410AIT1656S1- �+ BK O �+ rs + — 410A11656 NI-IL 4-20 MAL ` A2 4-20 MA AI:RxxSxxPxx- PLC: X SLOT: X SH— S = SH— S = SH J RACK: X POINT: X � L 1 NOTE 5 MFR-SUPPLIED CABLE I //'�\ — L ( tFU1——— N ZCO - N — II FROM AIR SUPPLY PANELBOARD 3401 I AIR BLAST SOLENOID VALVE G N L I LOCAL DISCONNECT 410AIT1656-DIS SWITCH CONDUIT G N L P-410AIT1656 15A 410AIT1656P1 L n n o 0 410AIT1656P1I NG 120VAC CKT#3 I TAG LOOP DESCRIPTION MARSHALLING PANEL PLC PANEL PANELBOARD CIRCUIT# 410AIT1656 A85 CELL 6D(OXIC) 410TJB3418 960LCP3401 960LP3401 3 a IBm c 0 N E B m _ 4.C '0 O N E2 N" NOTES: "1 B 1. CONTRACTOR SHALL PROVIDE TERMINAL BLOCK NUMBER FOR ALL DEVICES co` SHOWN ON THE LOOP DIAGRAMS. N- 2. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE LABELS FOR ALL WIRING m BETWEEN DEVICES,INTERMEDIATE MARSHALLING PANELS,AND PLCs. c M o 3. CONTRACTOR SHALL COORDINATE WITH OWNER TO OBTAIN TERMINAL BLOCK c0nod NUMBER TO BE SHOWN ON THE LOOP DIAGRAMS. C] ' 4. CONTRACTOR SHALL PROVIDE MARSHALLING PANEL LABELS AND TERMINAL co v BLOCK NUMBERS AS NEEDED. 'Fem. 5. TAP BACK SHIELD DRAIN WIRE ¢0 H.2 6. CONTRACTOR SHALL FILL IN PLC NAME,RACK NUMBER,SLOT NUMBER,AND �-_co PROF, O1.2 POINT NUMBER FOR I/O INTERFACED TO THE PLC. � GIN �i D C./ �, ��',OZ 0 91183. I Q °�+:ILTR MARCH 2018 -....___. PROJtJhM£. SHEET TITLE: SHEET:276 GF 266 °WG# ._ .ititally sign=: simmarimi— CLEAN WATER SERVICES INSTRUMENTATION `� 1714 - DURHAM AWWTF DATE' �1y18 qOREGON DSN:1LTR DWG#. THIS BAR Is ONE INCH TYPICAL ANALOG AMMONIA PLOT /02s,'� cmcpcs ceoRa.Eck I714,dwg WHEN DRAWING IS FULL CleanW er Services ® BLACK&VEATCH SECONDARY TREATMENT SYSTEM ANALYZER LOOP DIAGRAM PLC* 1714 ✓gspllµSE SCALE. — ""__-- Our commitment is clear. I m2 1LH SCALE[ NOT TO SCALE EXPANSION PROJECT 0o REV;tlT°ATE oRN 1 APpD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 CWS 6757 EXPIRES:JUN 30.2019 PROJ if: ENGR STAMP'. I I DURHAM FIELD MARSHALLING PLC PANEL 960LCP3401 I PANEL 410TJB3412 I I 410AIT1664 CONDUIT 410AE1664 NOTE 5 S 410AIT1664 NITRATE TB-R1S2 TB-R1S2 + +TS3 W 410AIT1664S1+ n �_ n W n �_ n AI:RxxSxxPxx+ AE —// AlT 0 BK 410AIT1664S1- A2+ gK 0 I I A2+ + 410A11664 _ A2- 1/ SH S = SH \I1 4-20 MA AI:Poo SAO Pxx- 4-20 MA SH S = J PLC: X SLOT: RACK: X : X G N L L LNOTE5 T MFR-SUPPLIED CABLE I L (--------- FU1—— N ZCO N — I 1 \t. . y��' f FROMSUPPLYNR PANELBOARD 3401 >17( I AIR BLAST SOLENOID VALVE G N L LOCAL 410AIT1664-DIS ( DISCONNECT SWITCH ID N L CONDUIT P-410AIT1664 15A 410AIT1664P1 n L n 0 0 I 410AIT1664P1 N 120VAC CKT#22 t/ G 1 TAG LOOP DESCRIPTION MARSHALLING PANEL PLC PANEL PANELBOARD CIRCUIT# 410AIT1664 AB5 CELL 5(ANOXIC) 410TJB3412 960LCP3402 960LP3402 22 to I S C S 0 N E S m iii .91 BI-. N N,ct2 N d NOTES: °° S1. CONTRACTOR SHALL PROVIDE TERMINAL BLOCK NUMBER FOR ALL DEVICES °0- SHOWN ON THE LOOP DIAGRAMS. c`v 2. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE LABELS FOR ALL WIRING c-„,, BETWEEN DEVICES,INTERMEDIATE MARSHALLING PANELS,AND PLCs. h.ro U 3. CONTRACTOR SHALL COORDINATE WITH OWNER TO OBTAIN TERMINAL BLOCK 0N-r'- NUMBER TO BE SHOWN ON THE LOOP DIAGRAMS. M 4. CONTRACTOR SHALL PROVIDE MARSHALLING PANEL LABELS AND TERMINAL v a BLOCK NUMBERS AS NEEDED. r? 5. TAP BACK SHIELD DRAIN WIRE <Ed115 6. CONTRACTOR SHALL FILL IN PLC NAME,RACK NUMBER,SLOT NUMBER,AND D PROF ��� Fss (u& (4�4 GINE'Fce' �O oI< POINT NUMBER FOR I/O INTERFACED TO THE PLC. 2 13 I 01 DWG# ."•ital91183 18sign 9Ro.1 NxME. SHEET TITLE: SHEET:277 OF;288 - 11 g w DRNJLTR oA�: MARCH CLEAN WATER SERVICES INSTRUMENTATION .__.. — ---- ' OREGON ° JLTR 1715 THIS BAR IS ONE INCH — DURHAM AWWTF TYPICAL ANALOG NITRATE °^TE �1y18 4, ,,Q.10 "2-^� -- - C1eanWater Services ®.BLACK&VEATCH 1715 CHKDCS` CAD FILER WHEN DRAWING IS FULL ----- 1715.dwg SCALE. SECONDARY TREATMENT SYSTEM ANALYZER LOOP DIAGRAM FLca: d-lsoNH15E iDi Our commitment is clear. n APPD:JLH SCALE NOT TO SCALE --"-- -- 2550 SW Hillsboro H Hillsboro,Oregon 97123-9379 EXPANSION PROJECT cws EXPIRES:JUN 30.2019 o� REVS DATE DRN APPD DESCJi�Pf10N WY. 9 Paa x:6757 ENGR STAMP IDURHAM FIELD MARSHALLING PLC PANEL 960LCP3401 I PANEL 410TJB3409 I I TOTAL 410AIT1652 NOTE 5 CONDUIT SUSPENDED I 410AE1652II S 410AIT1652 SOLIDS TB-R1S2 TB-R1S2 TS3 W 410A1T1652S1+ W AI:RxxSxxPxx+ ± AIT ------+ O BK 410AIT1652S1- 11 �+A2- BK a A2+ + —— 410AI1652 4-20 MA L SH S = / LSH— S = —SH 4-20 MA AI:RxxSxxPxx- PLC: X SLOT: X RACK X POINT: X �NL NOTE5 I MFR-SUPPLIED CABLE I _/ _ L / 1FU1—— N ZCO N — 1 � 1 FROMAIR SUPPLY PANELBOARD 3401 I AIR BLAST SOLENOID VALVE G N L LOCAL 410AIT1652-DIS ( DSWITCHISCONNECT G N L CONDUIT P-410AIT1652— 15A 410A1T1652P1 L , 1 410A1T1652P1 N 120VAC CKT#4 J G ITAG LOOP DESCRIPTION MARSHALLING PANEL PLC PANEL PANELBOARD CIRCUIT# 410AIT1652 AB5 CELL 5(ANOXIC) 410TJB3409 960LCP3401 960LP3401 4 a IB 0 S 0I W Ia y N M2n 2 NOTES: ai0)0 1. CONTRACTOR SHALL PROVIDE TERMINAL BLOCK NUMBER FOR ALL DEVICES I ` SHOWN ON THE LOOP DIAGRAMS. N2.2. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE LABELS FOR ALL WIRING y BETWEEN DEVICES,INTERMEDIATE MARSHALLING PANELS,AND PLCs. r;M S 3. CONTRACTOR SHALL COORDINATE WITH OWNER TO OBTAIN TERMINAL BLOCK cm r...a NUMBER TO BE SHOWN ON THE LOOP DIAGRAMS. 0U° 4. CONTRACTOR SHALL PROVIDE MARSHALLING PANEL LABELS AND TERMINAL BLOCK NUMBERS AS NEEDED. i R m 5. TAP BACK SHIELD DRAIN WIRE ¢Q 01– ID 6. CONTRACTOR SHALL FILL IN PLC NAME,RACK NUMBER,SLOT NUMBER,AND 4- PRoFEsSI i¢ POINT NUMBER FOR I/O INTERFACED TO THE PLC. E0E �o 0 0 4U <C,<C� FIs , ft 91183 288 owD 1 PR031CAM£. SHEET TITLE: SHEET:278 OF: s: ,••,ta�1y Sign II D�JLTR MARCH2018 CLEAN WATER SERVICES INSTRUMENTATION -- OREGON D JLTR ° n1s THIS BAR IS ONE INCH _ DURHAM AWWTF TYPICAL ANALOG TSS PROBE _^TE 3/12/16 �qr,o 2°�6 C1eanWateer Services BLACK&VEATCH 1716 cr+xp� DAD PILE I716.dwg WHEN DRAWING IS FULL 7 ® SECONDARY TREATMENT SYSTEM ANALYZER LOOP DIAGRAM Pica `'lSONH\S' b - ---------- -- SCALE. REV R DATE APPD DESCRIPTION DRN Our commitment is Blur. APPD:JLH � NOT TO SCALE pQ 2550 SW Hillsboro H Hillsboro,Oregon 97123-9379 EXPANSION PROJECT cws 6757 pROJ M EXPIRES:JUN 30.2019 ''�Y. 9 ENGR STAMP IDURHAM FIELD PLC PANEL 960LCP3401 I I I I TOTAL 465AE2000 465AIT2000 CONDUIT SUSPENDED S-465AIT2000 SOLIDS TB-R1 S2 —— TS3 w465AIT2000S1+ W ^ J AI:RxxSxxP�oc+ +- A2+ + 465A12000 C , 111 BK 465AIT2000S1- BK v V A2- U PLC: X SLOT: X 4-20 MA _ 4-20 MA AI:RxxSxxP- — L SH— S —SH RACK X POINT: X G N L I MFR-SUPPLIED CABLE 1 G N L LOCAL 465A1T2000-DIS / DISCONNECT ( SWITCH G N L P 4 COTDDUIT2000 PANELBOARD 3401 15A 465AIT2000P1 L ,1\ o 465A1T2000P1 J N 120VAC CKT#22 IG I TAG LOOP DESCRIPTION PLC PANEL PANELBOARD CIRCUIT# 465AIT2000 AB5 WAS EFFLUENT 960LCP3401 960LP3401 22 I IDIII S c m m E S rn o liF: NC P.O GI �"E NOTES: oz, ;7-7°' 1. CONTRACTOR SHALL PROVIDE TERMINAL BLOCK NUMBER FOR ALL DEVICES SHOWN ON THE LOOP DIAGRAMS. 2. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE LABELS FOR ALL WIRING o°'o BETWEEN DEVICES,INTERMEDIATE MARSHALLING PANELS,AND PLCs. r,od 3. CONTRACTOR SHALL COORDINATE WITH OWNER TO OBTAIN TERMINAL BLOCK I oNUMBER TO BE SHOWN ON THE LOOP DIAGRAMS. 8 4. CONTRACTOR SHALL FILL IN PLC NAME,RACK NUMBER,SLOT NUMBER,AND (0 POINT NUMBER FOR I/O INTERFACED TO THE PLC. _0:3PROpS OO I---' �5�O G I N F PROP ,.. DO 0� � 91183. _ _ PROS lia*,rT. SHEET TITLE: SHEET 279 0F;288 DWG a: , ...itally sign-• > �NJLTR MARCH 2018 OREGON Ia -- - - - CLEAN WATER SERVICES INSTRUMENTATION DsNATR o' 1717 THIS BAR IS ONE INCH _ DURHAM AWWTF TYPICAL ANALOG TSS INLINE DATE 3/12/18 -TY/020\c' C1eanWateI \ Services BLACK&V EATCH 1717 17 DCS cn)FILE t 1717.dwg WHEN DRAWING IS FULL _ Our commitment is clear. ©. SECONDARY TREATMENT SYSTEM ANALYZER LOOP DIAGRAM PI" ''gSON04- I $^ SCALE. EXPANSION PROJECT cws EXPIRES:JUN 30.2019 p APPo JLH SCALE NOT TO SCALE 2550 SW Hillsboro H Hillsboro,Oregon 97123-9379 eoo a 6757 ENCR STAMP. Es REV# DATE DRN APPD DESCRIPTION 9 IDURHAM FIELD MARSHALLING PLC PANEL 960LCP3401 PANEL 410TJB3412 I I NOTE 5 CONDUIT I 410AE1658 410AIT1658 S-410AIT1658 —DOXYOGEND // �� TB-R1S2 TB-R182 + +TS3 /} W 410AIT1658S1+ n W �_ n AI:RxxSxxPxx+ AE — AIT U BK 410AIT1658S1- A2+ I I BK �+ + — 410A11658 —\ �— 4-20 MA L SH— S = 11 C11 LSH— S SH J/ AI:R�ocSxxPxx- RgCK: X POINT: X I G N L T NOTE 5 MFR-SUPPLIED J CABLE I L FU1—— ZCD 111 N ` / N — II j(k. 1 SUPPLYR AIR BLAST I PANELBOARD 3401 SOLENOID VALVE G N L LOCAL 410AIT1658-DIS ( DISCONNECT I SWITCH G N L CONDUIT P-410AIT1658— 15A 410AIT1658P1 L n I 0 0 410A1T1658P1 N 120VAC CKT#5 G ITAG LOOP DESCRIPTION MARSHALLING PANEL PLC PANEL PANELBOARD CIRCUIT# 410AIT1658 AB5 CELL 6A(OXIC) 410TJB3412 960LCP3401 960LP3401 5 410AIT1659 AB5 CELL 6B(OXIC) 410TJ83418 960LCP3401 960LP3401 7 111 . 410AIT1660 AB5 CELL BC(OXIC) 410TJB3421 960LCP3401 960LP3401 9 3 410AIT1661 ABS CELL 6D(OXIC) 410TJB3415 960LCP3401 960LP3401 11 A') 410AIT1662 AB5 CELL 6E(OXIC) 410TJB3409 960LCP3401 960LP3401 13 410AIT1663 AB5 CELL 6F(OXIC) 410TJB3406 960LCP3401 960LP3401 15 E F. m Ia= 0 N,41'Y NOTES: N d 1. CONTRACTOR SHALL PROVIDE TERMINAL BLOCK NUMBER FOR ALL DEVICES on E SHOWN ON THE LOOP DIAGRAMS. 2 2. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE LABELS FOR ALL WIRING 16/ c BETWEEN DEVICES,INTERMEDIATE MARSHALLING PANELS,AND PLCs. N 3. CONTRACTOR SHALL COORDINATE WITH OWNER TO OBTAIN TERMINAL BLOCK +.:c71 8 NUMBER TO BE SHOWN ON THE LOOP DIAGRAMS. o o a` 4. CONTRACTOR SHALL PROVIDE MARSHALLING PANEL LABELS AND TERMINAL MI BLOCK NUMBERS AS NEEDED. U� 5. TAP BACK SHIELD DRAIN WIRE 6. CONTRACTOR SHALL FILL IN PLC NAME,RACK NUMBER,SLOT NUMBER,AND �ED PROFESS iLul �� POINT NUMBER FOR I/O INTERFACED TO THE PLC. lital:::: �� FS�OLIQOof 2DRNJLTR oaiE. MARCH2O18 —� 280 DF:288 OWO#. sign -- 1 .^ _...._--_.. ---_.._.___ -___._- PROJtiAISE. SHEET TITLE: SHEEP —_._ `� D�+JLrR 171s I_. CLEAN WATER SERVICES INSTRUMENTATION am OREGON THIS BAR IS ONE INCH — DURHAM AWWTF TYPICAL ANALOG DISSOLVED °"'E3r1z/16___ -q>'10 2°� C1eanWater Services ®.BLACK 1718 CHK DO$ CAD PILE#: 1718.dwg WHEN DRAWING IS FULL SECONDARY TREATMENT SYSTEM AAs E 1„ SCALE. Our commitment is c1e#r. OXYGEN ANALYZER LOOP PLD k oNr+15 S APPD.JLH SCALE: NOT TO SCALE --- — _ -- -- ------- EXPANSION PROJECT DIAGRAM Dws EXPIRES:JUN 30.2019 o Fa REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRDJ#:6757 ENGR STAMP: 5 DURHAM FIELD MARSHALLING PLC PANEL 960LCP3401 PANEL 410TJB3412 I I I 1 410ZIC1658 NOTE 5 POSITION POSITION 410FCV165821T(S1)— 410FCV165821T(S2)— COMMAND INDICATION I W 4-20 mA TB-R1S2 ACXX — + A2+ �- W A3 + 410FCV1658 P ZIC BK rtH y A2- BK A4 V 410ZC1658 AI:XX PLC: X SLOT: X • L SH— S = SH— S = —SH J RACK: X POINT: X LII ._. NOTE 5 410ZI1658 PLC: X SLOT: X RACK: X POINT: X 1 1 I I TAG LOOP DESCRIPTION MARSHALLING PANEL PLC PANEL PANELBOARD 410FCV1658 AB5 CELL 6A(OXIC) 410TJB3412 960LCP3401 960LP3401 410FCV1659 AB5 CELL 613(OXIC) 410TJB3418 960LCP3401 960LP3401 410FCV1660 ABS CELL 6C(OXIC) 410TJB3421 960LCP3401 960LP3401 I 410FCV1661 AB5 CELL SD(OXIC) 41OTJB3415 960LCP3401 960LP3401 410FCV1662 ABS CELL SE(OXIC) 410TJB3409 960LCP3401 960LP3401 410FCV1663 AB5 CELL 6F(OXIC) 410TJB3406 960LCP3401 960LP3401 y 111 S I m 0 N E S 6 I. acS n o i. c!n c NOTES: —0.4E 1. CONTRACTOR SHALL PROVIDE TERMINAL BLOCK NUMBER FOR ALL DEVICES w SHOWN ON THE LOOP DIAGRAMS. o 2. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE LABELS FOR ALL WIRING �— BETWEEN DEVICES,INTERMEDIATE MARSHALLING PANELS,AND PLCs. r N co 3. CONTRACTOR SHALL COORDINATE WITH OWNER TO OBTAIN TERMINAL BLOCK o^o NUMBER TO BE SHOWN ON THE LOOP DIAGRAMS. cm E3 a 4. CONTRACTOR SHALL PROVIDE MARSHALLING PANEL LABELS AND TERMINAL .6 BLOCK NUMBERS AS NEEDED. U 5. TAP BACK SHIELD DRAIN WIRE 0 6. CONTRACTOR SHALL FILL IN PLC NAME,RACK NUMBER,SLOT NUMBER,AND <11.1I-r) POINT NUMBER FOR I/O INTERFACED TO THE PLC. REO PRppFs6 f 001 <tr�\�Qi�G I N .'Q�O > DRNULTR o TE: MARCH 2018I I _ ___ o e SHEET rir a SHEET:281 OF:288 owe n: a' (t'd9118sign DSH " — �� CLEAN WATER SERVICES INSTRUMENTATION OREGON JLTR owca n1s THIS BAR Is ONE INCH DURHAM AWWTF TYPICAL ANALOG PNEUMATICn r,0 z PLOT 3/12/16 n �� CHK�`S' CAD Pa.E#: 171g,dyyy WHEN DRAWING IS FULL C1eanWater Services a BLACK&VEATCH °"�' 1719 ° 111 �„ SCALE commitment is clear. SECONDARY TREATMENT SYSTEM VALVE ACTUATOR LOOP Pie#: d'9SON HiS' V Ci APPD:JLH SCALE: NOT TO SCALE --- — - ------ -- - EXPANSION PROJECT --- o= REV# DATE DRN nPPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 DIAGRAM CWS 6757 EXPIRES:JUN 30.2019 PRQI#: ENGR STAMP: IDURHAM FIELD MARSHALLING PLC PANEL 960LCP3401 I PANEL 410TJB3412 I I I 1 410FE1658 410FIT1658 NOTE 5 CONDUIT S-410FIT1658 FLOW I TB-R1S2 ^ TB-R1S2 —- - TS3 W 410FIT1658S1+ ^ W J AI:RxxSxxPxx+ 411111 + 0 �+ I I �+ + 410F11658 FE BK 410FIT1658S1- BK 4-20 MA / 4-20 MA AI:RxxS o Pxx- PLC: X SLOT: X L SH S = LSH S = —SH RACK: X POINT: X G NI L NOTE 5 1 G N L LOCAL 410FIT1658-DIS / DISCONNECT f SWITCH I G N L P 4 CONDUIT 0FIT1658 PANELBOARD 3401 15A 410FIT1658P1 L n 0 0 I 410FIT1658P1 N 120VAC CKT#6 V G 1 TAG LOOP DESCRIPTION MARSHALLING PANEL PLC PANEL PANELBOARD CIRCUIT# 410FIT1658 AB5 CELL 6A(OXIC)AIR 410TJB3412 960LCP3401 960LP3401 6 410FIT1659 AB5 CELL 6B(OXIC)AIR 410TJB3418 960LCP3401 960LP3401 8 410FIT1660 AB5 CELL 6C(OXIC)AIR 410TJB3421 960LCP3401 960LP3401 10 410FIT1661 AB5 CELL 6D(OXIC)AIR 410TJB3415 960LCP3401 960LP3401 12 410FIT1662 ABS CELL 6E(OXIC)AIR 410TJB3409 960LCP3401 960LP3401 14 410FIT1663 AB5 CELL 6F(OXIC)AIR 410TJB3406 960LCP3401 960LP3401 16 m I a I 0 N E S UJ 111 0 a,S •m o NOTES: cv N c 1. CONTRACTOR SHALL PROVIDE TERMINAL BLOCK NUMBER FOR ALL DEVICES m;_E SHOWN ON THE LOOP DIAGRAMS. m E 2. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE LABELS FOR ALL WIRING N c BETWEEN DEVICES,INTERMEDIATE MARSHALLING PANELS,AND PLCs. ci y 3. CONTRACTOR SHALL COORDINATE WITH OWNER TO OBTAIN TERMINAL BLOCK r'-e,$ NUMBER TO BE SHOWN ON THE LOOP DIAGRAMS. 0oa` 4. CONTRACTOR SHALL PROVIDE MARSHALLING PANEL LABELS AND TERMINAL M BLOCK NUMBERS AS NEEDED. v� 5. TAP BACK SHIELD DRAIN WIRE r�i 6. CONTRACTOR SHALL FILL IN PLC NAME,RACK NUMBER,SLOT NUMBER,AND <w POINT NUMBER FOR I/O INTERFACED TO THE PLC. PRO0�� (...--;) 4 I N F `/0 I 10 ^P jDRNJLTR GATE: MARCH - r._- r PROJ NAIVE. SHEET TITLE: SHEET:282 OF:288 OWES: • •%tally sign OREGON _ _ CLEDUR AM ASWWTFCES TYPICAL ANALOG THIOERMAL PLOT: 3/12/18 1720 to uh1I 1O 20°6 Ds"•JLTR 1720 THIS BAR IS ONE INCH CleanWater Services BLACK 8 VEATCH cHrc:pC$ DAD Faex: 1720.dwg WHEN DRAWING IS FULL __ --. ori commitment s clear. SECONDARY TREATMENT SYSTEM MASS FLOW METER LOOP PLOm dAsoN 0S- Our SCALE. S APPD:JLH SCALE: NOT TO SCALE — EXPANSION PROJECT DIAGRAM cws EXPIRES:JUN 30.2019 0o REV* DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PROA#6757 ENGR STAMP. IDURHAM FIELD PLC PANEL 960LCP3401 II I 1 1 410FE1305 410FIT1305 CONDUIT S-410FIT1305 FLOW I 11111 II 0 TB-R1S2 —— IF TS3 W 410FIT1305S1+ W AI:R�oSxxPxx+ + 0 BK 410FIT130531- BK I �A2+ + 410F11305 4-20 MA 4-20 MA AI:RxxSxxPxx- PLC: X SLOT: X L SH S = —SH RACK: X POINT: X G N L I MFR-SUPPLIED CABLE I G N L LOCAL 410FIT1305-DIS I DISCONNECT SWITCH IG N L P-410FIT1305 PANELBOARD 3401 15A 410FIT1305P1 L n 0 0 I 410FIT1305P1 I N H 120VAC CKT#1 V G I TAG LOOP DESCRIPTION PLC PANEL PANELBOARD CIRCUIT# 320FIT1305 AB5 PE COMBINED INFLUENT EXISTING EXISTING EXISTING 410FIT1305 AB5 PE INFLUENT FLOW POST SPLIT 960LCP3401 960LP3401 1 410FIT1410 AB5 NRD 960LCP3401 960LP3401 17 I 410F171550 AB5 VFAD 960LCP3401 960LP3401 2 465FIT1900 AB5 RAS 960LCP3401 960LP3401 20 465FIT1905 AB5 SIDE STREAM RAS 960LCP3401 960LP3401 26 465F172000 ABS WAS 960LCP3401 960LP3401 24 480FIT4601 BIOFILTER CELL 1 INFLUENT PW 960LCP3401 960LP3401 33 rn 480FIT4602 BIOFILTER CELL 1 INFLUENT NPW 960LCP3401 960LP3401 35 c II B O N E W rn m o_� ,E o NLP P. N N cO E NOTES: co w 1. CONTRACTOR SHALL PROVIDE TERMINAL BLOCK NUMBER FOR ALL DEVICES N; SHOWN ON THE LOOP DIAGRAMS. y 2. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE LABELS FOR ALL WIRING or'o BETWEEN DEVICES,INTERMEDIATE MARSHALLING PANELS,AND PLCs. Io , ,- CO 3. CONTRACTOR SHALL COORDINATE WITH OWNER TO OBTAIN TERMINAL BLOCK ir_2 NUMBER TO BE SHOWN ON THE LOOP DIAGRAMS. o 4. CONTRACTOR SHALL FILL IN PLC NAME,RACK NUMBER,SLOT NUMBER,AND ci POINT NUMBER FOR I/O INTERFACED TO THE PLC. c I- PROFF�2 0Ip (,... 0 GIN .. /0 /O ❑I @ 91183. ORIG I> Dw+:UR DATE; MARCH 2018 _ _ PRODNNME. SHEET TITLE. SHEET:283 OF:288 DWG#. . .itaily sig a CLEANSERVICES OREGON _ _ WATER INSTRUMENTATION oR oN D$"JLTR DwDa. 1721 THIS BAR IS ONE INCH _ DURHAM AWWTF TYPICAL ANALOG MAGNETIC 0A -ai 3/12/18 1721 �qr 10 2°,6 CleanWatee� Services BLACK&VEATCH cexp� CAD RLE a: 1721,E WHEN DRAWING IS FULL ®- SECONDARY TREATMENT SYSTEM FLOW METER LOOP DIAGRAM PLCfi 4ASONµt4- I �� --------- - -- SCALE. --- - - _ -- - Our commitment is clear. - APPaJLH SCALE NOT TO SCALE EXPANSION PROJECT �yyg EXPIRES:JUN 30.2019 0 o NEvx DATE ! DAN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 cws�.6757 ENGH STAMP IDURHAM FIELD PLC PANEL 960LCP3401 I 1 I 1 24VDC POWER I 24V OV 1 420LT2101 CONDUIT TB-R1S2 TB-R1S1 W A2+ J S-420LT2101 420LT2101S1+ w FUM II LEVEL LT — v BK 420LT2101S1- BK xz AI:RSx(Pxx+ V A1+ �- I I ±.0 420L12101 S — Al \ — PLC: X SLOT: X Al.RxxSxxP)oc- /NOTE 4 RACK: X POINT: X - SH— S = —SH— I /NOTE 5 I I I TAG LOOP DESCRIPTION PLC PANEL PANELBOARD 420LT2101 SC5 SCUM PIT 960LCP3401 960LP3401 I m 111 S c m O U, E S r aF ,1 NOTES: N c 1. CONTRACTOR SHALL PROVIDE TERMINAL BLOCK NUMBER FOR ALL DEVICES m"-:E SHOWN ON THE LOOP DIAGRAMS. .2 2. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE LABELS FOR ALL WIRING N c BETWEEN DEVICES,INTERMEDIATE MARSHALLING PANELS,AND PLCs. N N 3. CONTRACTOR SHALL COORDINATE WITH OWNER TO OBTAIN TERMINAL BLOCK r�M u NUMBER TO BE SHOWN ON THE LOOP DIAGRAMS. o r:2 4, MANUFACTURER CABLE 9Ma 5. CONTRACTOR SHALL PROVIDE TERMINAL JUNCTION BOX TO TRANSITION FROM 11 1A 5. CABLE TO SIGNAL CABLE.PROVIDE VENT TUBE FILTER AS SPECIFIED. . 6. CONTRACTOR SHALL FILL IN PLC NAME,RACK NUMBER,PLC NUMBER,AND �c 0 PRO8FS o1Q POINT NUMBER FOR I/O INTERFACED TO THE PLC. c���• �G I N E' S/02 SOI C 91183.E IT, FROJIJAME. SHEET TITLE: SHEET 284 OF:288 DWGU- i•.itally Sign •ossJLTR DATE: MARCH 2018 — a CLEAN WATER SERVICES INSTRUMENTATION OREGON `n DSH:JL� owoa 17Y1 DURHAM AWWTF TYPICAL ANALOG °"°� 3/12/18 �gy70 2°^6 THIS BAR ISW ONE INCH C1eanWater Services BLACK&VEATCH 1722 CHKpQ$ CAD FILE s 1722.dwg WHEN DRAWING IS FULL SECONDARY TREATMENT SYSTEM HYDROSTATIC LEVEL PLO*. dgSON H\Se I o - - SCALE. Our commitment is clear. _________ _____ APPD:JLH SCALE: NOT TO SCALE ------ -r----- EXPANSION PROJECT TRANSMITTER LOOP DIAGRAM cws EXPIRES:JUN 30.2019 REV* DATE OHN APPO DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PHOT p;6757 ENGR STAMP. Leo` IDURHAM I FIELD PLC PANEL 960LCP3401 1 I 1 I 425LE1810 425LIT1810 CONDUIT S-425LIT1810 LEVEL TB-R1S2 +TS3 W 425LIT181051+ W Al:RxxSxxPxx+ (LE)7r---LIT BK 425LIT1810S1- BK A2+ + 425LI1810 \ 4-20 MA 4-20 MA ACRxxSxxPxx- PLC: X SLOT: X L SH— S -- —SH RACK: X POINT: X ' HEATER \A./ i� I 00 CONDUIT P-425LIT1810 111 TB-R1S2 425LiT1810P1 ^ ^ NOTE 4 425LIT1810P1 I I A2+ i� A2- I I 1 LSH— S = —SHL I TAG LOOP DESCRIPTION PLC PANEL PANELBOARD CIRCUIT# 425LIT1810 SE COLLECTION STRUCTURE 960LCP3401 960LP3401 28 425LIT1811 SE COLLECTION STRUCTURE 960LCP3401 960LP3401 42 I N I0 0 E R 0) � aI�o ocl2 NOTES: m'7.E 1. CONTRACTOR SHALL PROVIDE TERMINAL BLOCK NUMBER FOR ALL DEVICES coI2 SHOWN ON THE LOOP DIAGRAMS. c 2. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE LABELS FOR ALL WIRING N— BETWEEN DEVICES,INTERMEDIATE MARSHALLING PANELS,AND PLCs. 3. CONTRACTOR SHALL COORDINATE WITH OWNER TO OBTAIN TERMINAL BLOCK N- n o NUMBER TO BE SHOWN ON THE LOOP DIAGRAMS. ce)00- 4. 24VDC POWER SUPPLY FOR 3 WATT HEATER WILL NEED TO COME FROM PLC o a 2PANEL. E 5. CONTRACTOR SHALL FILL IN PLC NAME,RACK NUMBER,SLOT NUMBER,AND a iii POINT NUMBER FOR I/O INTERFACED TO THE PLC. PRop O 01— F� ❑O, �C � GINFC,,p HOZ 91183• j oRNATR DATE: MARCH 2O1a PROS NAME: SHEET TITLE: SHEET: OF: DWG k. 3 — — —ORIG i__ _ CLEAN WATER SERVICES INSTRUMENTATION las 2aa .'.itaRE J DSN:JLTR DWG#' 1723 Purr OREGON THIS BAR IS ONE INCH — DURHAM AWWTF TYPICAL ANALOG LASER DATs° 3/ltiis 1723 ql'10 z° --- -- --- -- C1eanWater Services BLACK&VEATCH amp� CAD FaEa 1723.dwg WHEN DRAWING IS FULL Our commitment is clear. SECONDARY TREATMENT SYSTEM 4ISONH\S" 2� SCALE. LEVEL TRANSMITTER LOOP PGR I §E A�:JLH SCALE NOT TO SCALE EXPANSION PROJECT DIAGRAM cm EXPIRES:JUN 30.2019 o� REVS DATE oivN LAPP-01 DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 6757 O PROJ#. ENGR STAMP'. IDURHAM FIELD PLC PANEL 960LCP3401 I1 I I I 24VDC POWER 24V OV I 960TIT5002 CONDUIT S-960TIT5002 TB-R1S1 / \ + W 960TIT5002S1+ W n FUM II TEMPERATURE TIT BK 960TIT500251- BK I I v \/ Al+ /- ^ Al:RxxSxxPxx+ + �— —— 960TI5002 Al-I \ AI:RxxSxxPxx- PLC: X SLOT: X RACK: X POINT: X —SH— S = —SH I I I I TAG LOOP DESCRIPTION PLC PANEL PANELBOARD 960TIT5002 ELECTRICAL ROOM 960LCP3401 960LP3401 465T1T5005 HVAC TUNNEL 960LCP3401 960LP3401 I N oI 2 C 0 w E 8 co m ac Mr m c -M 9) `2 t E NOTES: Io w 1. CONTRACTOR SHALL PROVIDE TERMINAL BLOCK NUMBER FOR ALL DEVICES N c SHOWN ON THE LOOP DIAGRAMS. m 2. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE LABELS FOR ALL WIRING o o BETWEEN DEVICES,INTERMEDIATE MARSHALLING PANELS,AND PLCs. CO cD o a` 3. CONTRACTOR SHALL COORDINATE WITH OWNER TO OBTAIN TERMINAL BLOCK Io,co :o c:. NUMBER TO BE SHOWN ON THE LOOP DIAGRAMS. _U o 4. CONTRACTOR SHALL FILL IN PLC NAME,RACK NUMBER,SLOT NUMBER,AND a ' POINT NUMBER FOR I/O INTERFACED TO THE PLC. 01- ir-60 PROFFS ❑�0 /G INFO 9183. / IDRH;tLTR DATE: MARCH 2018 -_-_ PROD NAME. SHEET TITLE SHEET:286 OR 288 °WG° (tally Sign u, _ CLEAN WATER SERVICES INSTRUMENTATION OREGON °�+VLTR Dwc r 1724 THIS BAR IS ONE INCH _ - DURHAM AWWTF TYPICAL ANALOG DATE:PL°T �1v18 �qr 10 z°�6 - CleanWater Services BLACK&VEATCH CHK;pCS cADPaEx 17249 WHEN DRAWING IS FULL _ SECONDARY TREATMENT SYSTEM TEMPERATURE TRANSMITTER PLCAS 1724 '1480N14\S6 laN ---- - ------- SCALE. Our commitment is clear. il APPDULH SCALE: NOT TO SCALE ----` ----------- ---- -- EXPANSION PROJECT LOOP DIAGRAM Curs EXPIRES:JUN 30.2019 0o REVS DATE MN APP° DESCwP170N 2550 SW Hillsboro H . Hillsboro,Oregon 97123-9379 6757 PRDJry EXPIRES:STAMP IDURHAM FIELD PLC PANEL 960LCP3401 II I I I 24VDC POWER 24V OV I 480PIT4103— CONDUIT 5-480PIT4103 TB-R1 S 1 W 480PIT4103S1+ W PRESSURE + FU1 II II PIT BK 480PIT4103S1- BK01 I RxxSxxPxx+ 4 / A1+ -- I^I + 480PI4103 Al-I \ — AI:RyocSxxPxx- PLC: X SLOT: X RACK: X POINT: X —SH— S = —SH— I I I I TAG LOOP DESCRIPTION PLC PANEL PANELBOARD 480PIT4103 BIOFILTER FOUL AIR FANS SUCTION 960LCP3401 960LP3401 I I B c 9 0 N E B UJ T. 2. o la. a 113"t" - c Mat :2 c'§ NOTES: o 1. CONTRACTOR SHALL PROVIDE TERMINAL BLOCK NUMBER FOR ALL DEVICES N— SHOWN ON THE LOOP DIAGRAMS. CV m 2. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE LABELS FOR ALL WIRING o"o BETWEEN DEVICES,INTERMEDIATE MARSHALLING PANELS,AND PLCs. moa` 3. CONTRACTOR SHALL COORDINATE WITH OWNER TO OBTAIN TERMINAL BLOCK ma NUMBER TO BE SHOWN ON THE LOOP DIAGRAMS. _o 4. CONTRACTOR SHALL FILL IN PLC NAME,RACK NUMBER,SLOT NUMBER,AND 'e`'� POINT NUMBER FOR I/O INTERFACED TO THE PLC. ¢w� �DPROFF E 0IQi (7. G�O���G IP NR E���0 91183. la ORN:JLTR oai�: MARCH 2018 _-. - I PRODNAME SHEET TITLE: SHEET:287 OF 288 0WG#: i'.ttaliy sign OSN. s CLEAN WATER SERVICES INSTRUMENTATION OREGON JLTR + 1725 THIS BAR IS ONE INCH 011 DURHAM AWWTF TYPICAL ANALOG PRESSURE DPI-A1?-ET: 3112118 1725 �qr'o z°'6 CleanWater ServicesBLACK&VEATCH CHKDCS CAO EUt 1725.4 WHEN DRAWING IS FULL E �� SCALE. — Our commitments clear. SECONDARY TREATMENT SYSTEM TRANSMITTER LOOP DIAGRAM P es 11µI5 1Sp 0 �JL ^ H SCALE: NOT TO SCALE EXPANSION PROJECT EXPIRES:JUN 30.2019 0o REvn was oan neo DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 Za�_6757 ENG 6757 IDURHAM FIELD PLC PANEL 960LCP3401 I I 24VDC POWER 24V OV 1 480PDIT4104 CONDUIT S-480PDIT4104 TB-R1S1 DIFFERENTIAL W 480PDIT4104S1+ W PRESSURE FU1 ll II PDIT + BK 480PDIT4104S1- BK AI:RxxSxxPxx+ I /_ V 1; Al+ ^I + 480PDI4104 / Al- \ AI: gp _ PLC: X SLOT: X RACK: X POINT: X LSH— S = —SH 1 I I TAG LOOP DESCRIPTION PLC PANEL PANELBOARD 480PDIT4104 BIOFILTER FOUL AIR FANS FILTER 960LCP3401 960LP3401 a II B m 0 N E B O1 0 I o M MSP —Md aD E NOTES: co y 1. CONTRACTOR SHALL PROVIDE TERMINAL BLOCK NUMBER FOR ALL DEVICES N c SHOWN ON THE LOOP DIAGRAMS. y 2. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE LABELS FOR ALL WIRING o"o BETWEEN DEVICES,INTERMEDIATE MARSHALLING PANELS,AND PLCs. ioa co 3. CONTRACTOR SHALL COORDINATE WITH OWNER TO OBTAIN TERMINAL BLOCK o o NUMBER TO BE SHOWN ON THE LOOP DIAGRAMS. _U o 4. CONTRACTOR SHALL FILL IN PLC NAME,RACK NUMBER,SLOT NUMBER,AND o POINT NUMBER FOR I/O INTERFACED TO THE PLC. p pROF�SS <Cu I 9, oQ 00 U0 ��GINF�P/OZ I DWG t a'.itall 18Sign JhM£. SHEET TITLE: SHEET:288 OF:288 Y > PAO)t oRNJLTR q MARCH 2018 a m CLEAN WATER SERVICES INSTRUMENTATION - --- OREGON b�+JLTR ° I726 THIS BAR IS ONE INCH a DURHAM AWWTF TYPICAL ANALOG " 3/12/18 �4Y 10 '2-' CleanWater Services BLACK&VEATCH 1726 CHROCS CAD PILE* 1726.dw WHEN DRAWING IS FULL SECONDARY TREATMENT SYSTEM PLC* ''gsoNt+ts� 9 I orlr commitment<Is�le,T. DIFFERENTIAL PRESSURE I �„ SCALE. EXPANSION PROJECT TRANSMITTER LOOP DIAGRAM EXPIRES:JUN 30.2019 00 �JLH SCALE: NOT TO SCALE gEyq DATE p� pppp DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PROJ .6757 ENGR STAMP