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SIT2018 - 00009 APR ;L3 2018 CITY OF TIGARD CL AN WAT R S RVIC S BUILDING DIVISIOiJ DURHAM AWWTF PHASE 5 SECONDARY TREATMENT SYSTEM EXPANSION PROJECT CWS PROJECT NO . 6757B &V PROJECT NO . 195757 CONTRACT DOCUMENTS , VOLUME 4 DRAWINGS APPROXIMATE C PROJECT EXTENTS PROJECT TRAILER SITE ADDRESS DURHAM AWWTF �» 16580 SW 85TH AVENUE, * •' w TIGARD, OR 97224 OFFICE COPY CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE f: Approved- j *� OTC: [ j Pcrmit#kz_.c� /—T�Qa0 ) R- q Address: S w �' A✓ a x I 7So Suite #: RPM - _ § > By Date: rat - C G 17 co 011 � Tl OO n }, r _ .a y.,ay ..2'`" m . CN N ..-. ._ ,. .. °` Mara. cn 44 , Lr) o� bjoo W o M SITE MAP I— . . O Q W 'n NO SCALE ��Ep PROP 00 �O`���4Ljj G� NFFQ�OZ H LU DRN: ORIG PROJ NAME: SHEET TITLE: SHEET: 1 OF: 288 DWG#. 931 SI OQ B&V DATE: MARCH 2018 p� tally g a� CLEAN WATER SERVICES PLOT OREGON DAC G001 BLACK &VEATCH DURHAM AWWTF GENERAL DATE: o qN9 203\ 5 DSN: DwG#: THIS BAR IS ONE INCH _ 3/6/18 � 0 CHK: RT CAD FILE#: G001 .dwg WHEN DRAWING IS FULL CleanWater Services ©a PHASE 5 SECONDARY TREATMENT COVER SHEET PLC#: G001 gV�OCLEME� SCALE. Our commitment is clear. APPD: SDG SCALE: AS SHOWN SYSTEM EXPANSION PROJECT EXPIRES: DEC 31. 2019 p O1 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROD#: 6757 ENGR STAMP' LL❑ DRAWING INDEX DRAWING SHEET DRAWING SHEET DRAWING SHEET DRAWING SHEET NUMBER NUMBER SHEET NAME 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 220 LOWER LEVEL-AERATION BASIN NO. 5, PUMP STATION AND GALLERY OVERALL G001 1 COVER SHEET S014 78 STANDARD PIPE SUPPORT DETAILS -SHEET 3 MT105 150 EXISTING GALLERY AREA - MODIFICATION PLAN (SOUTH) PLAN S015 79 STANDARD PIPE SUPPORT DETAILS-SHEET 4 MT301 151 GALLERY - MECHANICAL SECTIONS EA501 221 AERATION BASIN NO. 5 CONDUIT ROUTING DETAILS G002 2 INDEX OF DRAWINGS G003 3 GENERAL NOTES AERATION BASIN N0.5 MT302 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 ED101 223 DRAINAGE PUMPING POWER PLAN G005 5 GENERAL ABBREVIATIONS SA102 81 AERATION BASIN NO. 5 - LOWER LEVEL- ENLARGED PLAN -AREA 1 (WEST SIDE) MT501 154 GALLERY - MECHANICAL DETAILS E0102 224 DRAINAGE PUMPING LIGHTING PLAN G006 6 PROCESS CRITERIA SAI 03 82 AERATION BASIN NO. 5 -LOWER LEVEL -ENLARGED PLAN -AREA 2 MT502 155 GALLERY - MECHANICAL DETAILS E0101 225 ODOR CONTROL POWER AND LIGHTING PLAN G007 7 HYDRAULIC PROFILE SAI 04 83 AERATION BASIN NO. 5- LOWER LEVEL- ENLARGED PLAN -AREA 2 (EAST SIDE) ODOR CONTROL EP101 226 RASIWAS PUMPING STATION POWER PLAN EP102 227 RASIWAS PUMPING STATION LIGHTING PLAN G601 8 PROCESS FLOW DIAGRAM SAI 05 84 UPPER LEVEL- BASIN, PUMP STATION & GALLERY-OVERALL PLAN M0101 156 ODOR CONTROL- FILTER PLAN EP103 228 ELECTRICAL ROOM POWER PLAN CIVIL SA106 85 AERATION BASIN NO. 5 - UPPER LEVEL -ENLARGED PLAN -AREA 1 (WEST SIDE) M0102 157 ODOR CONTROL- MECHANICAL PLAN EP104 229 ELECTRICAL ROOM LIGHTING PLAN C100 9 EXISTING CONDITIONS SAI 07 86 AERATION BASIN NO. 5-UPPER LEVEL -ENLARGED PLAN -AREA 2 M0301 158 ODOR CONTROL-SECTIONS EP501 230 RASIWAS PUMPING STATION CONDUIT ROUTING SECTIONS C101 10 OVERALL SITE PLAN (BUILDOUT) SA108 87 AERATION BASIN NO. 5 -UPPER LEVEL -ENLARGED PLAN -AREA 3(EAST SIDE) M0302 159 ODOR CONTROL-SECTIONS EP502 231 RAS/WAS PUMPING STATION CONDUIT ROUTING SECTIONS C102 11 CONTRACTOR STAGING AND ACCESS PLAN SA201 88 AERATION BASIN NO. 5-WALL ELEVATIONS-SHEET 1 OF 2 M0501 160 ODOR CONTROL- DETAILS EP503 232 ELECTRICAL ROOM CONDUIT ROUTING SECTIONS CD101 12 DEMOLITION PLAN SA202 89 AERATION BASIN NO. 5-WALL ELEVATIONS-SHEET 2 OF 2 SECONDARY COLLECTION STRUCTURE, SEDS AND SURGE BASIN AREA EP504 233 CABLE TRAY ROUTING DETAILS- 1 OF 2 CX101 13 EXCAVATION PLAN SA301 90 AERATION BASIN NO.5-WALL SECTIONS-SHEET 1 OF 3 MS101 161 SECONDARY EFFLUENT COLLECTION STRUCTURE- MECHANICAL PLANS EP505 234 CABLE TRAY ROUTING DETAILS-2 OF 2 C501 14 CIVIL DETAILS 1 SA302 91 AERATION BASIN NO. 5-WALL SECTIONS-SHEET 2 OF 3 MS301 162 SECONDARY EFFLUENT COLLECTION STRUCTURE- MECHANICAL SECTIONS AND ES101 235 SECONDARY EFFLUENT COLLECTION STRUCTURE POWER PLAN C502 15 CIVIL DETAILS 2 SA303 92 AERATION BASIN NO. 5-WALL SECTIONS -SHEET 3 OF 3 DETAILS SA501 93 AERATION BASIN NO. 5-STRUT DETAILS BUILDING MECHANICAL - PLUMBING ET102 236 GALLERY POWER PLAN C503 16 CIVIL DETAILS 3 ET102 237 GALLERY LIGHTING PLAN C504 17 CIVIL DETAILS 4 SECONDARY CLARIFIER NO.5 GENERAL PRIMARY EFFLUENT PUMPING STATION MODIFICATION PLAN, SECTION, AND C505 18 CIVIL DETAILS 5 SC101 94 SECONDARY CLARIFIER NO. 5-LOWER LEVEL PLAN PGO01 163 LEGEND, ABBREVIATIONS AND GENERAL NOTES EU101 238 DETAILS C506 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 SECONDARY CLARIFIER NO. 5-SECTIONS PG601 165 SCHEDULES EU501 240 POLE BARN BUILDING DETAILS 0508 21 CIVIL DETAILS 8 DRAINAGE PUMPING STATION GALLERY INSTRUMENTATION C509 22 CIVIL DETAILS 9 SD101 97 DRAINAGE PUMPING STATION - LOWER LEVEL- ENLARGED PLAN PT101 166 GALLERY -PLUMBING OVERALL PLAN 1001 241 P&ID-LEGEND AND ABBREVIATION SHEET 1 of 2 C510 23 CIVIL DETAILS 10 SD102 98 DRAINAGE PUMPING STATION -ROOF LEVEL- ENLARGED PLAN PT102 167 GALLERY -PLUMBING ENLARGED PLAN 1 1002 242 P&ID-LEGEND AND ABBREVIATION SHEET 1 of 2 C511 24 CIVIL DETAILS 11 SD301 99 DRAINAGE PUMP STATION -SECTIONS PT103 168 GALLERY -PLUMBING ENLARGED PLAN 2 1003 243 P&ID-CONTROL SYSTEM BLOCK DIAGRAM C512 25 CIVIL DETAILS 12 SE101 100 ELECTRICAL ROOM - ROOF PLAN PT104 169 GALLERY -PLUMBING ENLARGED PLAN 3 1004 244 INSTRUMENT INSTALLATION DETAILS SHEET 1 OF 3 C513 26 CIVIL DETAILS 13 SE501 101 ELECTRICAL ROOM - ROOF DETAILS BUILDING MECHANICAL - HVAC 1005 245 INSTRUMENT INSTALLATION DETAILS SHEET 2 OF 3 C514 27 CIVIL DETAILS 14 SP101 102 RAS/WAS PUMPING STATION -LOWER LEVEL- ENLARGED PLAN GENERAL 1006 246 INSTRUMENT INSTALLATION DETAILS SHEET 3 OF 3 CGO01 28 GRADING AND PAVING-SITE CONTROL TABLES SP102 103 RAS/WAS PUMPING STATION -ROOF LEVEL-ENLARGED PLAN HGO01 170 LEGEND, ABBREVIATIONS AND GENERAL NOTES 1601 247 P&ID-PRIMARY EFFLUENT PUMP STATION MODIFICATIONS CG101 29 GRADING AND PAVING -OVERALL PLAN SP301 104 RAS/WAS PUMPING STATION -SECTIONS HG501 171 DETAILS 1602 248 P&ID-AERATION BASIN NO. 5 SHEET 1 OF 3 CG102 30 GRADING AND PAVING - ENLARGED PLAN 1 SP501 105 PUMPING STATIONS -MONORAIL DETAILS HG601 172 SCHEDULES 1603 249 P&ID-AERATION BASIN NO. 5 SHEET 2 OF 3 CG103 31 GRADING AND PAVING - ENLARGED PLAN 2 SP502 106 RAS/WAS PUMPING STATION -PIPE SUPPORT DEETAILS -SHEET 1 OF 2 HG602 173 AIRFLOW SCHEMATIC AND HVAC CONTROLS 1604 250 P&ID-AERATION BASIN NO. 5 SHEET 3 OF 3 CG104 32 GRADING AND PAVING - ENLARGED PLAN 3 SP503 107 RAS/WAS PUMPING STATION-PIPE SUPPORT DEETAILS -SHEET 2 OF 2 GALLERY/TUNNELS 1605 251 P&ID-NRD PUMPING CE001 33 EROSION CONTROL COVER SHEET SP901 108 BASIN, PUMPING STATIONS&GALLERY-3D VIEW 1606 252 P&ID-SECONDARY CLARIFIER NO. 5 AND SECONDARY EFFLUENT CONVEYANCE CE101 34 EROSION CONTROL PLAN HT102 174 GALLERY-HVAC OVERALL PLAN 1607 253 P&ID-RAS PUMPING SS101 109 SECONDARY EFFLUENT COLLECTION STRUCTURE &EFFLUENT CHANNEL- PLANS HT10175 EXISTING GALLERY ENLARGED PLAN CE501 35 EROSION CONTROL DETAILS 1 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 1609 255 P&ID-SIDE STREAM RAS PUMPING CE503 37 EROSION CONTROL DETAILS 3 ST101 111 GALLERY- LOWER LEVEL- ENLARGED PLAN HT104 177 OPERATING LEVEL ENLARGED PLAN 1610 256 P&ID -SECONDARY EFFLUENT COLLECTION STRUCTURE CE504 38 EROSION CONTROL DETAILS 4 ST102 112 GALLERY-UPPER LEVEL- ENLARGED PLAN HT105 178 RASIWAS PUMPING ENLARGED PLAN 1611 257 P&ID - DRAINAGE PUMPS CE505 39 EROSION CONTROL DETAILS 5 ST301 113 GALLERY-SECTIONS HT106 179 ELECTRICAL ROOM PLAN 1612 258 P&ID-TUNNEL SUMP PUMPS CE506 40 EROSION CONTROL DETAILS 6 ST302 114 GALLERY-MAU CHASE PLAN &SECTIONS ELECTRICAL 1613 259 P&ID -HVAC DRAWING SHEET 1 OF 2 C0001 41 UTILITIES- UTILITIES CONTROL TABLES ST501 115 GALLERY- PIPE SUPPORT DETAILS E001 180 LEGEND 1614 260 P&ID- HVAC DRAWING SHEET 2 OF 2 CU101 42 UTILITIES-OVERALL PLAN ST502 116 EXISTING RAS PUMPING STATION -WALL RETROFIT DETAILS E002 181 ABBREVIATIONS & NOTES 1615 261 P&ID -ODOR CONTROL SYSTEM SHEET 1 OF 2 CU102 43 UTILITIES- ENLARGED PLAN 1 MECHANICAL PROCESS E003 182 CIRCUIT CONDUCTOR IDENTIFICATION 1616 262 P&ID -ODOR CONTROL SYSTEM SHEET 2 OF 2 CU103 44 UTILITIES- ENLARGED PLAN 2 PRIMARY EFFLUENT PUMP STATION E101 183 SITE PLAN 1701 263 CONTROL WIRING DIAGRAM - MIXED LIQUOR RECYCLE PUMP CU104 45 UTILITIES- ENLARGED PLAN 3 MU101 117 MODIFICATION PLAN, SECTION AND DETAILS E102 184 DUCT BANK SECTIONS AND SCHEDULES 1702 264 CONTROL WIRING DIAGRAM -ANAEROBIC/ANOXIC MIXER 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 PROFILES 2 MA101 118 AERATION BASIN NO. 5- LOWER LEVEL OVERALL PLAN E501 186 ELECTRICAL DETAILS 1704 266 CONTROL WIRING DIAGRAM -SCUM PUMP CU803 48 UTILITIES- PIPING PROFILES 3 MA102 119 AERATION BASIN NO. 5- LOWER LEVEL-ENLARGED PLAN -AREA 1 (WEST SIDE) E502 187 ELECTRICAL DETAILS 1705 267 CONTROL WIRING DIAGRAM - RAS/SIDESTREAM RAS/NRD PUMP CU804 49 UTILITIES-PIPING PROFILES 4MA103 120 AERATION BASIN NO. 5- LOWER LEVEL-ENLARGED PLAN -AREA 2 E503 188 ELECTRICAL DETAILS 1706 268 CONTROL WIRING DIAGRAM-WAS PUMP CS101 50 SURGE BASIN MODIFICATIONS- OUTFALL PIPE MA104 121 AERATION BASIN NO. 5- LOWER LEVEL-ENLARGED PLAN -AREA 3 (EAST SIDE) E504 189 ELECTRICAL DETAILS 1707 269 CONTROL WIRING DIAGRAM- DRAINAGE PUMP 1 ARCHITECTURAL MA105 122 AERATION BASIN NO. 5- UPPER LEVEL OVERALL PLAN E505 190 LIGHTING FIXTURE AND PANELBOARD SCHEDULES 1708 270 CONTROL WIRING DIAGRAM- DRAINAGE PUMP 2 ELECTRICAL BUILDING /PUMPING STATION ENTRANCE MA106 123 AERATION BASIN NO. 5- UPPER LEVEL-ENLARGED PLAN -AREA 1 (WEST SIDE) E506 191 LIGHTING FIXTURE AND PANELBOARD SCHEDULES 1709 271 CONTROL WIRING DIAGRAM - MODULATING VALVE/GATE AE100 51 TUNNEL LIFE SAFETY PLAN MA107 124 AERATION BASIN NO. 5- UPPER LEVEL-ENLARGED PLAN -AREA 2 E601 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. 5- UPPER LEVEL- ENLARGED PLAN -AREA 3(EAST SIDE) E602 193 MCC ONE-LINE DIAGRAM 1711 273 CONTROL WIRING DIAGRAM-GALLERY EXHAUST FAN AE102 53 ELECTRICAL BUILDING FLOOR PLAN MA301 126 AERATION BASIN NO. 5- MECHANICAL SECTIONS E603 194 MCC ONE-LINE DIAGRAM 1712 274 CONTROL WIRING DIAGRAM- ELECTRICAL BUILDING FAN AE103 54 ELECTRICAL BUILDING ROOF PLAN MA302 127 AERATION BASIN NO. 5- MECHANICAL SECTIONS E604 195 MCC ELEVATION 1713 275 INSTRUMENTATION -TYPICAL ANALOG CHEMSCAN ANALYZER UNIT LOOP DIAGRAM AE104 55 ELECTRICAL BUILDING STAIR PLANS&SECTIONS MA303 128 AERATION BASIN NO. 5- MECHANICAL SECTIONS E605 196 CIRCUIT/RACEWAY BLOCK DIAGRAM- AERATION BASIN NO. 5 1714 276 INSTRUMENTATION -TYPICAL ANALOG AMMONIA ANALYZER LOOP DIAGRAM AE201 56 ELECTRICAL BUILDING EXTERIOR ELEVATIONS MA901 130 AERATION BASIN NO. 5- MECHANICAL 3D VIEW E606 197 CIRCUIT/RACEWAY BLOCK DIAGRAM- AERATION BASIN NO. 5 1715 277 INSTRUMENTATION -TYPICAL ANALOG NITRATE ANALYZER LOOP DIAGRAM E607 198 CIRCUIT/RACEWAY BLOCK DIAGRAM- AERATION BASIN NO. 5 1716 278 INSTRUMENTATION -TYPICAL ANALOG TSS PROBE ANALYZER LOOP DIAGRAM AE202 57 ELECTRICAL BUILDING EXTERIOR ELEVATIONS SECONDARY CLARIFIER E608 199 CIRCUIT/RACEWAY BLOCK DIAGRAM- AERATION BASIN NO. 5 1717 279 INSTRUMENTATION -TYPICAL ANALOG TSS INLINE ANALYZER LOOP DIAGRAM AE301 58 ELECTRICAL BUILDING WALL SECTIONS MC101 131 SECONDARY CLARIFIER NO. 5- UPPER MECHANICAL PLAN E609 200 CIRCUIT/RACEWAY BLOCK DIAGRAM - AERATION BASIN NO. 5 1718 280 INSTRUMENTATION -TYPICAL ANALOG DISSOLVED OXYGEN ANALYZER LOOP AE302 59 ELECTRICAL BUILDING WALL SECTIONS MC102 132 SECONDARY CLARIFIER NO. 5- LOWER MECHANICAL PLAN E610 201 CIRCUIT/RACEWAY BLOCK DIAGRAM - AERATION BASIN NO. 5 DIAGRAM AE501 60 ELECTRICAL BUILDING SCHEDULES& DOOR DETAILS MC301 133 SECONDARY CLARIFIER NO. 5- MECHANICAL SECTIONS E611 202 CIRCUIT/RACEWAY BLOCK DIAGRAM 1719 281 INSTRUMENTATION -TYPICAL ANALOG PNEUMATIC VALVE ACTUATOR LOOP AE502 61 ELECTRICAL BUILDING DOOR, LOUVER, &WINDOW DETAILS MC501 134 SECONDARY CLARIFIER NO. 5- MECHANICAL DETAILS DIAGRAM E612 203 CIRCUIT/RACEWAY BLOCK DIAGRAM - NRD PUMPS/GALLERY INSTRUMENTATION -TYPICAL ANALOG THERMAL MASS FLOW METER LOOP AE503 62 ELECTRICAL BUILDING ROOF DETAILS MC901 135 SECONDARY CLARIFIER NO. 5- MECHANICAL 3D VIEW 1720 282 E613 204 CIRCUIT/RACEWAY BLOCK DIAGRAM- SECONDARY CLARIFIER NO. 5 DIAGRAM AE504 63 ELECTRICAL BUILDING MISCELLANOUS DETAILS PUMPING STATION E614 205 CIRCUIT/RACEWAY BLOCK DIAGRAM -SCUM PUMPS 1721 283 INSTRUMENTATION -TYPICAL ANALOG MAGNETIC FLOW METER LOOP DIAGRAM AE901 64 ELECTRICAL BUILDING EXTERIOR PERSPECTIVES MP101 136 RAS/WAS PUMPING - MECHANICAL PLAN (NORTH) E615 206 CIRCUIT/RACEWAY BLOCK DIAGRAM - RAS PUMPS 1722 284 INSTRUMENTATION -TYPICAL ANALOG HYDROSTATIC LEVEL TRANSMITTER LOOP STRUCTURAL MP102 137 RAS/WAS PUMPING- MECHANICAL PLAN (SOUTH) E616 207 CIRCUIT/RACEWAY BLOCK DIAGRAM - WAS PUMPS DIAGRAM LO 0- 1723 285 INSTRUMENTATION -TYPICAL ANALOG LASER LEVEL TRANSMITTER LOOP DIAGRAM GENERAL MP301 138 RAS/WAS PUMPING - MECHANICAL SECTIONS E617 208 CIRCUIT/RACEWAY BLOCK DIAGRAM - SE COLLECTION STRUCTURE N V INSTRUMENTATION -TYPICAL ANALOG TEMPERATURE TRANSMITTER LOOP O S001 65 STRUCTURAL NOTES MP302 139 RAS/WAS PUMPING- MECHANICAL SECTIONS E618 209 CIRCUIT/RACEWAY BLOCK DIAGRAM - DRAINAGE PUMPS 1724 286 DIAGRAM oD S002 66 STANDARD CONCRETE REINFORCEMENT DETAILS MP501 140 RAS/WAS PUMPING - MECHANICAL DETAILS E619 210 CIRCUIT/RACEWAY BLOCK DIAGRAM - RAS SIDESTREAM PUMPS 1725 287 INSTRUMENTATION -TYPICAL ANALOG PRESSURE TRANSMITTER LOOP DIAGRAM S003 67 STANDARD CONCRETE JOINT DETAILS MP901 141 MECHANICAL 3D VIEW- RAS/WAS PUMPING AREA E620 211 CIRCUIT/RACEWAY BLOCK DIAGRAM - PLUMBING INSTRUMENTATION -TYPICAL ANALOG DIFFERENTIAL PRESSURE TRANSMITTER in N S004 68 STANDARD CONCRETE BEAM DETAILS, NOTES AND SCHEDULE DRAINAGE PUMP STATION E621 212 CIRCUIT/RACEWAY BLOCK DIAGRAM - HVAC 1726 288 LOOP DIAGRAM L0_ S005 69 MISCELLANEOUS CONCRETE DETAILS MD101 142 DRAINAGE PUMPING- MECHANICAL PLAN E622 213 CIRCUIT/RACEWAY BLOCK DIAGRAM - HVAC N a 5006 70 STANDARD MASONRY WALL REINFORCEMENT DETAILS MD301 143 DRAINAGE PUMPING PUMPING- MECHANICAL SECTIONS E623 214 CIRCUIT/RACEWAY BLOCK DIAGRAM -ODOR CONTROL rn r\i E S007 71 STANDARD MASONRY LINTEL &JAMB DETAILS MD302 144 DRAINAGE PUMPING PUMPING-MECHANICAL SECTIONS E624 215 CIRCUIT/RACEWAY BLOCK DIAGRAM -AERATION BASIN NO. 5 ELECTRICAL BUILDING oo M 1- S008 72 GUARDAIL & HANDRAIL DETAILS MD901 145 MECHANICAL 3D VIEW-DRAINAGE PUMPING PUMPING AREA EA101 216 UPPER LEVEL-AERATION BASIN NO. 5, PUMP STATION AND GALLERY OVERALL 0001,- ^o S009 73 TYPICAL STAIR DETAILS GALLERY PLAN EA102 217 AERATION BASIN NO. 5 POWER& LIGHTING PLAN 1 OF 3 O 0 S010 74 MISCELLANEOUS METAL DETAILS 0 MT101 146 GALLERY -OVERALL MECHANICAL PLAN EA103 218 AERATION BASIN NO. 5 POWER& LIGHTING PLAN 2 OF 3 Q . o S011 75 STANDARD LADDER DETAILS MT102 147 GALLERY -WEST MECHANICAL PLAN EA104 219 AERATION BASIN NO. 5 POWER& LIGHTING PLAN 3 OF 3 D PROFF r)1-- S012 76 STANDARD PIPE SUPPORT DETAILS- SHEET 1 MT103 148 GALLERY -EAST MECHANICAL PLAN 0�����G I N FFSS�OG �01 Q7 93170• DRN. PROJ NAME. SHEET TITLE. SHEET. OF: DWG#. ~p Q B&V DATE: MARCH 2018 2 288 p' tally Si CLEAN WATER SERVICES GENERAL OREGON DAC G002 DURHAM AWWTF INDEX OF DRAWINGS DATE: q/V9 213N PLOT DSN: DWG#: THIS BAR IS ONE INCH CleanWafie� Services © BLACK&VEATCH 3/6/18 G002 e CHK: RT CADFILE#: G002.dWg WHEN DRAWING IS FULL PHASE 5 SECONDARY TREATMENT PLC#. CLEM m N SCALE. Our commitment is clear. /ODEC 31. 19 APPD: SDG SCALE NO SCALE SYSTEM EXPANSION PROJECT EXPIRES CWs p r' REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROJ# 6757. ENGR STAMP: ® I I C�l oolri co 764_( (0 00 (0 170 (_0c^o� ^ h On --/ 164 e 164�� ° � � El° o 764 169 165 s 164 O ILLI I 0 7)0 11 4 C 9G (0 50' 25' 0 50' 100' �� OO �� 7>p76 6� C 168 a SCALE V=50' 8 1 h /6> (.0Ln co - ^ 167 LO C��e 162 co 00 ° Ox 16� ® �� GENERAL NOTES: PRIMARY 166 164s 1. TOPOGRAPHICAL SURVEY PERFORMED BY WESTLAKE EFFLUENT PUMP ) �° 6' CHAINLINK X X X Y X X I CONSULTANTS, INC , DATED JANUARY 2016. STATION 6' 61-rHAINLINK X 2 THE COORDINATE SYSTEM AND BASIS OF BEARINGS IS NAD 1 83 (91) STATE PLANE COORDINATES ZONE 3601, OREGON 16� 766 ° NORTH. HELD PUBLISHED VALUES FOR THE WEST \ r` 6 ONE-QUARTER CORNER OF SECTION 14, T2S, R1 W, WM, KNOWN AS GC 022-005, WASHINGTON COUNTY SURVEY fl �h 16 L 7i 6j ° RECORDS. FOUND BRASS DISK AS SHOWN ON SAID RECORD rt ti 'a 16 16/ J915a 158 C, I (N: 638998.990, E: 7620488.858). HELD FOUND BRASS DISK rtr ® ® I KNOWN AS GC_022-060 FORBEARING. ALL COORDINATES 157 I I ( I l � O ° ARE GROUND VALUES. 156 161 ° ° 3. ELEVATIONS BASED ON A FOUND BRASS DISK IN THE TOP OF 15;7- 7S6 c° 762 ._ ° CURB PER DURHAM FACILITY PHASE 4 EXPANSION PLANS BY 763 ° MWH IN ASSOCIATION WITH SQUIRE ASSOCIATES-ENSR 1611 INTERNATIONAL ARCHITECTS ASSOCIATES INC., DATED 2/23/05 AND SUBMITTED ON 4/15/05. ELEVATION OF SAID x CHEMICAL AERATION 15a IS 3162 BRASS DISK IS 156.24', NGVD 29. BUILDINGBASIN 4 FIs s 160 4 158® n SECONDARY �_ I — CLARIFIER 4 7S S Iso ° cnn r 3 /3 ) 4- — - - - - � \ I POLE - - _ _ \ BARN o AERATION r, ®---- h BASIN 3 100 L01�' "�' °' °° 75> ® Q o o 17 CO 00 Oh 150 A SECONDARY ° � a a CLARIFIER 3 a (° 4n ° C o a . a 150 (51 \ J / CID 40 SECONDARY EFFLUENT \ \ \ \ h + p / DISTRIBUTION \ \ \ \ C63 / / STRUCTURE (SEDS) \ \ \ \ C)� ��Ep PROP& Q 0�5� G I IN FF Sip 2 4 93170 . p Q DRN:SMM DATE: MARCH 2018 s 2s8 tally slg PROJNAME: SHEETTITLE: SHEET OF DWG#. CLEAN WATER SERVICES CIVIL OREGON DAC C10o BLACK &VEATCH DURHAM AWWTF EXISTING CONDITIONS DATE: O �N9 20N � DSN: DWG THIS BAR IS ONE INCH CleanWate� Services © PLOT 3/6/18 � ^ oo � � CHK:RT CAD FILE#: C100.dwg WHEN DRAWING IS FULL PHASE 5 SECONDARY TREATMENT PLC#: I "�OCIL SCALE. Our commitment is clear. m� APPD.SDG SCALE: AS SHOWN SYSTEM EXPANSION PROJECT EXPIRES: DEC 31. 2019 p°f REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROS#: 6757 ENGR STAMP. LLO I CHAINLINK FENCE x x � x x x x x � � ,<e „ FUTURE AERATION BASIN 7 FUTURE ° MIXED LIQUOR FLOW ° o FUTURE SPLIT STRUCTURE \ BLOWER A ® BUILDING ODOR O NTRO � \ FUTURE AERATION 50' 25' 0 so' 100' BASIN 6 SCALE 1"=50' o SECONDARY I > PRIMARY CLARIFIER 5 EFFLUENT PUMP ) o ° ' STATION aS AERATION BASIN 5 ° ELECTRICAL ROOM ° x Q CHEMICAL AERATION CG103 , CU103 FUTURE ° BUILDING BASIN 4 I SECONDARYV ° ® CLARIFIER 6 SECONDARY ° CG 102 , CU 102 CLARIFIER 4 ° 1 ° i 4 POLE a FUTURE BARN o AERATION SECONDARY \ - --- -- CID BASIN 3 EFFLUENT ° \ CHANNEL FUTURE ` / I SECONDARY ® CLARIFIER 7 / a I / SECONDARY I \ CLARIFIER 3 SECONDARY \ p o EFFLUENT a • o CHANNEL o / SECONDARY EFFLUENT / ® COLLECTION ® / \ STRUCTURE (SECS) o / SECONDARY EFFLUENT ® CG104, CU 104 DISTRIBUTION W I /STRUCTURE (SEDS) \ 0 H QED PROFF LU IQ �93170 QW DRN:SMM DATE: MARCH 2018 PROJ NAME: SHEET TITLE: SHEET: 1 0 OP. 288 DWG#: SC✓ DSNDAC Dwc# C101 CLEAN WATER SERVICES CIVIL PLODATE aisils tally THIS BAR IS ONE INCH DURHAM AWWTF OVERALL SITE PLAN 9 zo , c WHEN DRAWING IS FULL aeanWater Services © BLACK &VEATCH C 101 cHrc:RT cnDPiLE#: C101 .dwg PHASE 5 SECONDARY TREATMENT (BUILDOUT) PLc#: O�VOCLEMEN` SCALE. Our commitment is clear. SYSTEM EXPANSION PROJECT EXPIRES: DEC 31, 2019 O m APPD:SD(j SCALE AS SHOWN 2550 SW Hillsboro H Hillsboro, Ore on 97123-9379 pRoj#: 6757 ENGR STAMP: REV# DATE DRN APPD DESCRIPTION �`�Y 9 u.O I I I I NOTE 3 6' CHAINLINK X X X X X X x,�, X� � 1 X wV M vu 0 112 �` 1� 7 1 Co I� (0 � o 0 0 6q 165 Lr) 6 — 9 160 Q 164 a �rn 60' 15' 0 30' 60' 6' CHAIN INK 164 m EXCAVATION SLOPE 1:1 (TYP) SCALE 1"=30' C 160 L 170 EXCAVATION ACCESS ROAD —ass �1�o Iso 164 iso GENERAL NOTES: ,N Vx xwV w D4 wV 145 v wV wV l�w 140 6 HAINLINK 1. ALL EXCAVATIONS SHALL HAVE A MAXIMUM SLOPE 169 1 OF 1:1 UNLESS OTHERWISE NOTED. / NOTE 3 ` uR NOTE 3 2. CONTRACTOR SHALL REVISE EXCAVATION PLAN AS d REQUIRED. FINAL EXCAVATION PLAN IS THE -CC) CO RESPONSIBILITY OF THE CONTRACTOR. 1 EXCAVATION 769 I 0 0 I j 3. CONTRACTOR SHALL REMOVE T OF TOPSOIL FROM O i 1/'0 13 128.9 135 168 4 EXCAVATION AND KEEP IT IN SEPARATE 768 ) C& STOCKPILES. TOPSOIL SHALL FIRST BE USED TO NOTE 2 �e 161 (.0CREATE BERMS DESCRIBED ON CG101. ANY 165 130 `(D REMAINING TOPSOIL SHALL BE USED FOR THE TOP 3' 160 1 OF FILL DURING BACKFILL OPERATION. VT 155 —�g 150 VE145 w NOTES: NOTE 4 r 140 o s 1. CONTRACTOR SHALL LOCATE EXISTING PE TO AB4 AC �� 6' CHAINLINK N c Lo M ass �sO �s°ass ` ` ` PRIOR TO DEVELOPMENT OF SHORING DESIGN. EXCAVATION O CC2.i wM EXCAVATION / EL 124.33 —_�� '¢ 2. (2) FO LINES IN THIS AREA AS SHOWN TO BE EL 136.5 CONC. CURB EXCAVATION RELOCATED BY OWNER. EXCAVATION SHALL BE COORDINATED WITH RELOCATION OF FO. CONC. CURB EXCAVATION / EXCAVATION EL 121.33 760 o VERTICAL SHORING EL 134.80 EL 140.83 �s�s°�„s"° '� 3. PROTECT EXISTING IRR VALVES IN THIS VICINITY EXCAVATION s- 6 VERTICAL SHORING AND MAINTAIN OWNER ACCESS TO VALVES DURING 00 / EL 126.80 yp ' o ^ �.� �' o CONSTRUCTION. 42" PE TO AB4 ° �16� 162 61 0 Ln ° 4. PROTECT EXISTING POWER VAULT AND ASSOCIATED 130 POWER CONDUITS AND CONDUCTORS. ENSURE NO CL EL 154.75± ® NOTE 1 O �° o / 5 135 DISRUPTION OF POWER TO FACILITIES. I I � 157 I 0 1 140 (0 161 c % 145 N \ co 162 o $ S6 2% SLOPE FROM EL 136.00^ 76 0 \s ON OUTER EDGE TO 134.67 ; 1 ° AT TOP OF INNER 161 CONC. WALL ' > EXCAVATION BERM 76� 8 \ S O 7s 162 S 160 1 7`54 s 158 v Q 7Sj 6' CHANLINK ^p I o lii 10 01 ��JC0�G N lzLLI �O Ow ORIG PROJ NAME: SHEET TITLE: SHEET: 13 OF: 288 DWG#: •}�'�v317C`'� DRN:C,i(,' DATE: MARCH 2018 CLEAN WATER SERVICES CIVIL WIN o DSN:DAC Dwc#: CX101 THIS BAR IS ONE INCH �._+_• DURHAM AWWTF EXCAVATION oADre: 3/13/18 �yH 9 2.0�� cHK:RT CAD FILE#: WHEN DRAWING IS FULL aeanWaber Services ©® BLACK&VEATCH CX1 01 �0. Out commitment is clear. PHASE 5 SECONDARY TREATMENT PLAID PLC#: CL N^ SCALE. SYSTEM EXPANSION PROJECT Cws EXPIRES: DEC 31. 2019 APPD:SDG SCALE: AS SHOWN 2550 SW Hillsboro H Hillsboro, Oregon 97123-9379 6757 p REV# DATE DRN APPD DESCRIPTION Hwy. e9 PROJ#: ENGR STAMP: LLO 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 EASTING DESCRIPTION REF DWGS 201 640942.46 7620948.98 169.25 CONNECT TO EXISTING CG102 258 640489.58 7621326.35 155.11 CONNECT TO EXISTING CG104 101 641010.13 7620994.55 AERATION BASIN NW INTERIOR WALL CORNER CG102, SA102 202 640919.80 7620948.98 NOTE 1 CONNECT TO EXISTING, BC, START NEW CURB CG102 259 640489.47 7621390.15 153.53 CONNECT TO EXISTING CG104 102 640940.13 7621269.05 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 CG103 103 641058.85 7621268.55 NW CORNER OF ODOR CONTROL CONC PAD CG103, S0101 204 640897.46 7620976.62 NOTE 1 ROAD CORNER CG102 261 640917.63 7621377.94 158.75 EC CG103 104 641025.04 7621305.44 SE CORNER OF ODOR CONTROL CONC PAD CG103, S0101 205 640878.54 7620976.62 NOTE 1 CONNECT TO EXISTING CG102 262 640917.63 7621406.88 157.24 END C&G CG103 105 641030.55 7621448.71 CENTER OF SECONDARY CLARIFIER 5 CG103, SC101 206 640878.54 7620988.62 NOTE 1 CONNECT TO EXISTING CG102 263 640919.38 7621413.71 156.91 ROAD CORNER, START C&G CG103 106 641030.55 7621373.21 INTERIOR WALL DUE WEST OF CENTER OF CENTER OF SECONDARY CLARIFIER 5 CG103, SC101 207 640919.69 7620988.94 169.74 ROAD CORNER, START C&G CG102 264 640951.24 7621413.71 157.43 ROAD CORNER CG103 107 640593.83 7621306.44 NW INTERIOR CORNER SEC STRUCTURE CG104, SS101 208 640942.60 7620954.46 170.00 START NEW CURB CG102 265 640967.18 7621389.56 157.80 ROAD CORNER, END C&G, START CURB CG103 108 640580.83 7621328.61 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 CG104 210 640937.63 7620979.41 170.01 EC CG102 267 640974.59 7621365.92 158.30 ROAD CORNER CG103 211 640920.04 7621092.35 160.68 END C&G, ROAD CORNER CG102 268 640989.03 7621374.94 158.00 ROAD CORNER CG103 212 640799.65 7621092.55 158.41 ROAD CORNER, END CURB CG102 269 640997.20 7621372.16 157.89 START C&G CG103 PAVEMENT CURVE CONTROL DATA 213 640799.58 7621111.55 158.02 ROAD CORNER, END CURB CG102 270 641020.57 7621365.81 158.04 ROAD CORNER, END C&G, START CURB CG103 214 640806.41 7621110.55 157.79 START C&G CG102 271 641020.57 7621352.94 158.83 ROAD CORNER, END CURB, START C&G CG103 CURVE C# RADIUS TANGENT LENGTH DELTA REF DWG 215 640892.63 7621110.55 159.67 BC CG102 1 37.00' 19.04' 35.17' 54.47° CG102 216 640917.63 7621135.55 160.56 EC CG102 2 25.00' 25.00' 39.27' 90.00° CG102 217 640917.63 7621246.39 160.51 END C&G CG103 3 24.91' 8.60' 16.56' 38.09° CG102 218 640916.63 7621253.22 160.59 END CURB CG103 4 25.00' 25.00' 39.27' 90.00° CG103 219 640879.13 7621253.22 160.50 ROAD CORNER CG103 5 25.00' 25.00' 39.27' 90.00° CG103 220 640879.13 7621264.05 160.50 ROAD CORNER CG103 6 25.00' 25.00' 39.27' 90.00° CG103 221 640908.79 7621264.05 160.50 ROAD CORNER CG103 7 25.00' 25.00' 39.27' 90.00° CG103 222 640937.63 7621307.55 160.50 BC, START CURB CG103 8 25.00' 25.00' 39.27' 90.00° CG104 223 640962.63 7621332.94 159.93 EC CG103 9 1 25.00' 25.00' 39.27' 90.00° CG104 224 641000.04 7621332.94 159.53 BC CG103 10 27.00' 27.00' 42.41' 90.00° CG104 225 641025.04 7621307.94 159.95 EC, ROAD CORNER CG103 11 14.00' 32.89' 32.71' 133.88° CG104 226 641045.04 7621307.94 160.35 BC, ROAD CORNER CG103 12 102.30' 30.09' 58.34' 32.79° CG104 227 641070.04 7621332.94 158.93 EC CG103 13 85.84' 25.46' 49.50' 33.04° CG104 228 641076.54 7621332.94 158.70 ROAD CORNER CG103 14 80.47' 54.58' 95.92' 68.30° CG104 229 641076.54 7621353.94 158.22 ROAD CORNER CG103 15 27.00' 27.00' 42.41' 90.00° CG104 230 641069.71 7621352.94 158.37 START C&G CG103 16 25.00' 25.00' 39.27' 90.00° CG103 231 640917.63 7621307.55 160.81 BC, START CURB CG103 232 640892.63 7621332.94 159.69 EC CG103 233 640843.63 7621332.94 158.18 BC CG104 234 640818.63 7621307.94 157.80 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 CG104 237 640802.63 7621307.94 157.48 BC CG104 238 640777.63 7621332.94 157.18 EC CG104 239 640544.56 7621332.94 155.34 BC CG104 240 640521.21 7621314.97 156.55 PCC CG104 241 640535.19 7621300.95 156.91 EC CG104 242 640544.26 7621352.94 154.94 BC CG104 243 640517.26 7621379.94 153.90 EC, END C&G CG104 244 640518.04 7621390.15 153.58 CONNECT TO EXISTING CG104 245 640535.19 7621299.95 156.92 BEGIN C&G CG104 246 640610.93 7621299.95 157.19 BC CG104 247 640665.33 7621280.60 156.89 EC, END C&G, CONNECT TO EXISTING CG104 248 640655.66 7621267.28 157.76 BC, CONNECT TO EXISTING CG104 249 640594.75 7621283.93 157.83 ROAD CORNER CG104 250 640594.71 7621277.33 157.56 BC CG104 251 640527.51 7621216.96 157.87 EC CG104 NOTES: 252 640520.76 7621210.50 157.83 CONNECT TO EXSITING CG104 1 . MATCH EXISTING GRADE ELEVATION 253 640481.59 7621210.50 158.25 CONNECT TO EXISTING CG104 (APPROXIMATELY 170, TO BE VERIFIED.) 254 640471.68 7621230.87 158.08 CONNECT TO EXISTING CG104 255 640460.41 7621234.10 157.83 CONNECT TO EXISTING CG104 uJ 256 640437.47 7621271.15 1 157.35 CONNECT TO EXISTING CG104 1-- . . p 1- 1 257 640473.90 7621298.43 155.92 CONNECT TO EXISTING CG104 REO PROpFs 0 - i0 �0�5� ��G I N 4 F-0 G 93170 . O Q SMM DATE: MARCH 2018 PROJ NAME: SHEET TITLE: SHEET: 28 OF: 188 DwG# 'tally Sig DRN: aV) CLEAN WATER SERVICES CIVIL PLOT OREGON DSN:DAC DWG#: CG103 DURHAM AWWTF GRADING AND PAVING DATE: 3/13/18 �gry9 20,, WHEN DRAWING IS FULL E THIS BAR IS ONE INCH CleanWatier Services © BLACK &VEATCH C0001 ,, � CHK RT CAD FILE#: PHASE 5 SECONDARY TREATMENT SITE CONTROL TABLES PLC#: oCLEME SCALE. Our commitment is clear. SYSTEM EXPANSION PROJECT EXPIRES: DEC 31. 2019 �rn APPD:SDG SCALE: AS SHOWN 2550 SW Hillsboro H Hillsboro, Oregon 97123-9379 PROJ#: 67'57 ENGR STAMP. p O REV# DATE DRN APPD DESCRIPTION WY� 9 ® I NOTE 2 SEE NOTE 1 B CHAINLINK FENCE \ C501 x ----� � x � g x � 1 O a ^ c 6 16 N co O 164 o O m ^�� 170 16� Oo 1 ® m O cc au w N V oB'°°�,w II ® wvwv ODOR 164 ONTRO 50' 25' 0 50' 100' M 11111 11111° SCALE 1"=50' SECONDARY 165 PRIMARY -- CLARIFIER 5 (5 GENERAL NOTES: EFFLUENT PUMP ) 1. ALL LANDSCAPE AREAS THAT ARE SURROUNDED BY oCD CURBS OR ROADWAYS, SHALL HAVE A MINIMUM OF 12" OF STATION m TOPSOIL TOPPED WITH 3" OF COMPOST. COMPOST SHALL as AERATION BASIN 5 ° BE A COMMERCIALLY PRODUCED GARDEN MULCH MADE FROM COMPOSTED YARD DEBRIS AND AMENDED WITH A MINIMUM OF TWO OF THE FOLLOWING COMPONENTS: a a ° SAND, LOAM, MUSHROOM COMPOST, COMPOSTED ® ® D I MANURE, ROTTED SAWDUST. MULCH SHALL BE FREE 8 'eP�rs� 16 ° os2 I FROM NOXIOUS WEED SEED AND ALL CHEMICALS OR MATERIALS HARMFUL TO PLANT LIFE. CONTRACTOR SHALL 160 \\��16� 1 ° ° PROVIDE SAMPLE AND SOURCE WITH ANALYSIS FOR APPROVAL BY OWNER. e ELECTRICAL ROOMM� CHEMICAL s _7NOTE: > ° ® AERATION CG 103 rss BUILDING 1 . CONTRACTOR SHALL CREATE BERMS TO THE NORTH OF BASIN 4 �rSy AERATION BASIN NO. 5 USING 10,000 CU YD OF CLEAN ° cn EXCAVATED TOPSOIL, UNDER THE DIRECTION OF OWNER. SECONDARY ° LAND SHALL BE CLEARED AND GRUBBED PRIOR TO -• rs3 I PLACEMENT OF BERMS. SURPLUS EXCAVATED MATERIAL CG 102 _ I CLARIFIER 4 SHALL BE REMOVED FROM THE SITE. — — — — 1 2. INSTALL 36" LOCKABLE MAN GATE. ° _ _ _ _ _ POLE _ _ _ _ 3. EXISTING RAS/WAS PS ROOF IS WEIGHT-LIMITED TO 8,000 ® ~ — \ BARN LBS. ALL NEW ROADS ARE DESIGNED FOR HS-20 LOADS. o AERATION LO - --- BASIN 3 ° ID a i I El ° NOTE 3DIWV 5 ® I SECONDARY CLARIFIER 3 ° SECONDARY ® €� EFFLUENT o I CHANNEL o � I o Ft o \ o 10 o / SECONDARY EFFLUENT COLLECTION / STRUCTURE (SECS) x ° wV / SECONDARY EFFLUENT y. G104 \ \ \ ® I <DISTRIBUTION CG / STRUCTURE (SEDS) v Q W J \ // / irp PROR 0�0 0�5 �G H 0 93170 . 0> DRN: SMM DATE. MARCH 2018 PROJNAME: SHEET TITLE. SHEET: `Z9 OF: 288 DWG#: tall)( S'g a� CLEAN WATER SERVICES CIVIL PLOT LL OREGON•? DSN: DAC Dwc#: CG101 THIS BAR IS ONE INCH - DURHAM AWWTF GRADING AND PAVING DATE: 3/13/18 'qN 9 20N� WHEN DRAWING IS FULL C1eanWate� Services © BLACK &VEATCH CG 101 �q��D �r CHK: RT CAD FILE#:CG101.dWg _ PHASE 5 SECONDARY TREATMENT OVERALL PLAN PLC#_ CLE SCALE. Our commitment is cleat. APPD: SDG SCALE: AS SHOWN SYSTEM EXPANSION PROJECT Cws 6757 EXPIRES: DEC 31. 2019 p o REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROJ#: ENGR STAMP: o AC O ��O 169 I vu r\N V x W V VU 166 I WVx mm hmmmWV KN WV WV WV WV 20' 10' 0 20' 40' ISCALE 1"=20' O O r GENERAL NOTES: OD 1 . SEE DWG CGO01 FOR SITE CONTROL TABLES. 2. BORING LOCATIONS ARE APPROXIMATE. 167 o REFER TO GEOTECHNICAL DATA REPORT. C9 3. BOLLARDS SHALL BE EVENLY SPACED V ACROSS ROADWAY FROM EDGE TO EDGE. O vE 166 I o 165w VE 164 w 163 w Z J p 101 = U 0 r PROTECT EXISTING CONCRETE CURB AND SIDEWALK CONC. CURB AERATION BASIN 5 B-1 BOLLARD (TYP OF 4) H XW C501 209 PE FLOWMETER VAULT 201 208 3 ELECTRICAL to m PULLBOX (TYP) 71 207 211 216 202 1 2 PROTECT EXISTING SAWCUT 42" WIDE CONC WALL OPENING IN EXISTING PARAPET WALL. PATCH �� 16o 203 REBAR PER DETAIL F/S003. 4 . p. ° 204 e.• �1 206 PROTECT EXISTING 15s- - - - - - - - - - - - - CONC WALLS 158= CONC. WALL -2% AERATION BASIN 4 CHEMICAL BUILDING J U U TERMINATE ROAD AT PUMP SECONDARY Ip STATION PER DETAIL B/C512 ^� .' CLARIFIER 4 w w u.i z 214 � 2 212 , U H. Iw— . . 213 Q 0� r4,i�l ROFFS p -1p46 FF SAOFw-0 70 .I-w DRN. ORIG PROJ NAME: SHEET TITLE: SHEET' 30 OF: 288 DWG#: DS'gO QSMM DATE: MARCH 2018 ` .7 CLEAN WATER SERVICES CIVIL O EGON a_U) DSNDAC DWG#: CG102 DURHAM AWWTF GRADING AND PAVING o°TE 3/13/18 6,_ 9 Zo\ THIS BAR IS ONE INCH CleanWater Services ©' BLACK &VEATCH CG 102 CHK:RT CAD FILE#: CG102.dwg WHEN DRAWING IS FULL SECONDARY TREATMENT SYSTEM ENLARGED PLAN 1 PLC#: CLEM SCALE. Our commitment is clear. SDG AS SHOWN EXPANSION PROJECT Gws 6757 EXPIRES: DEC 31, 2019 Om APPD. SCALE: 2550 SW HIIISIJOfO H Hillsboro, Oregon 97123-9379 ENGR STAMP: REV# DATE DRN APPD DESCRIPTION �'�Y' 9 PROJ#: LL❑ I I I 6' CHAINLINK x x " ____,_ S88°42'25"E 266.22' 6 7 __T O O O 4 1 LC Q ^� 164— 0') 164 � I 20' 10' 0 zo' ao' 169 I SCALE 1"=20' I/ 166 163 162 161 GENERAL NOTES: 15 160 a 159 1. SEE DWG CGO01 FOR SITE CONTROL TABLES. 6' CH INLINK 2. BORING LOCATIONS ARE APPROXIMATE. 5' WIDE ~Ha , REFER TO GEOTECHNICAL DATA REPORT. SIDEWALK ODOR CONTROL NOTE 2 / V VU � NOTES: 162 / d I 1. ASPHALT PAVEMENT TO MATCH TOP OF GALLERY 161 �p 160 ROOF IN THIS AREA. 159 229 2. SIDEWALK ELEVATION TO BE 2" ABOVE GRADE. 228 1 227..230•: : / 103 / 1 226 7 I I N O SECONDARY CLARIFIER 5 I , ELECTRICAL o I PULLBOX (TYP) 1oa 106 105 I M w mo W 16T co 225 6 271 270 Cal LLI r Z i J 2 W Q 224 269 / � o m / -2% 268 267 / ° O AERATION BASIN 5 265 r7 223 O 266 / O M �s 264 o C i O 0 102 O rno '0 . NOTE 1 222 , I N � 263 1577 217 k 218 231 O HVAC CHASE 44 16 , ` 16o O 160161 O .221 N6 ELECTRICAL 16ti 762 ° O 0 232 ROOM 260 ° 7 I 63 219 159 220161- �1y9 �6 U 3 �^ I toLOLO 159 h O w 162 010 MATCH LINE, SEE DWG CG104 ���� OIN F Sri0 LUa�0 k, 93170 - � O> SMM DATE: MARCH PROJNAME SHEET TITLE: SHEET: 31 OF 288 DWG# tally s19 DRN: a( CLEAN WATER SERVICES CIVIL PLOT D OREGON DSN:DAC DWG#: CG103 THIS BAR IS ONE INCH BLACK &VEATCH DURHAM AWWTF GRADING AND PAVING DATE 3/13/18 p✓�N9 zo1� RT CG103.dwg WHEN DRAWING IS FULL C1eanWater Services © SECONDARY TREATMENT SYSTEM ENLARGED PLAN 2 PLC# CG 103 gV�OCIL CHK: CAD FILE#. a SCALE. Our commitment is clear. �� APPDSDG SCALE: AS SHOWN EXPANSION PROJECT CWS 6757 EXPIRES: DEC 31. 2019 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROJ#. ENGR STAMP: LLO MATCH LINE, SEE DWG CG103 233 N 160/ (D �i 158 OI 9 7 U-1 Uj 235 234 Ld SECONDARY 109 CLARIFIER 4 236 237 \ L) o 20' 10' 0 20' 40' 238 SCALE 1"=20' 7s0\ M `" GENERAL NOTES: J n 1. SEE DWG CG001 FOR SITE CONTROL TABLES. • , � POLE 2. BORING LOCATIONS ARE APPROXIMATE. N BARN p REFER TO GEOTECHNICAL DATA REPORT. O UR CO SECONDARY -2% ______ ' EFFLUENT CHANNEL r> CONC. CURB `n INn u� C L d- AC ` AC 15;, 247 GO 7S 248 S� 12 D 13 150 V �B-3 V wV SECONDARY CLARIFIER 3 246 CD Ln MATCH LINE, THIS SHEET In AC 253 257 155 249 107 AC 254 SECONDARY EFFLUENT 250 108 COLLECTION 255 STRUCTURE (SECS) O O 0' 7 ^y1 LO 256 v� n CONC. WA 14 239 242 750 245 h �O 241 � 10 15 CONC. CURB 252 REPLACE VALLEY GUTTER. 240 MATCH ALIGNMENT AND 243 y 244 GRADE OF EXISTING iiai VALLEY GUTTER. SECONDARY EFFLUENT " DISTRIBUTION STRUCTURE (SEDS) AC I / oLU MATCH LINE, THIS SHEET �pPROF C)0G G 1 N 41 �O I—0l 93170 . a c>> SMM DATE: MARCH 2018 PROD NAME SHEET TITLE SHEET: 32 OF 288 Dwc# 'tally Sig DRN: l CLEAN WATER SERVICES CIVIL PLOT OREGON DURHAM AWWTF GRADING AND PAVING oq��0 9 2� cb DSN:DAC Dwc#: CG104 _ DATE: 3/13/18 �q ,�e THIS BAR IS ONE INCH CleanWater Services ©. BLACK &VEATCH PLC#: CG 104 CLEM CHK:RT CADFILE#: CG104.dwg WHEN DRAWING IS FULL SECONDARY TREATMENT SYSTEM ENLARGED PLAN 3 SCALE. Our commitment is clear. APPD:SDG SCALE: AS SHOWN EXPANSION PROJECT - EXPIRES: DEC 31, 2019 p O1 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROD#: 6757 ENGR STAMP: LLO STANDARD EROSION AND SEDIMENT THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT. ENGINEERING THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE *r CONTROL PLAN DRAWING NOTES, COMPLIANCE WITH THE 1200C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES m BLACK & VEATCH OR OMISSIONS, THE 1200C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF DURHAM AWWTF 5885 MEADOWS RD. SUITE 700 THIS PLAN. r 16580 SW 85TH AVENUE, LAKE OSWEGO, OR 97035 1. HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO TELEPHONE: 503/443-4400 DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. (SCHEDULE A.8.C.1.(3)) TIGARD, OR 97224 2. ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS. (SCHEDULE A.12.6 AND SCHEDULE B.1) BMP MATRIX FOR CONSTRUCTION PHASES " •"' <.--,.;, 3. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-C PERMIT REQUIREMENTS. (SCHEDULE B.1.0 AND DUR NARRATIVE DESCRIPTIONS B.2) REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF 4. RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ,AGENT, OR �+ EXISTING SITE CONDITIONS THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, AVAILABLE BMP'S. .. THE 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 ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES CLEARING EXCAVATION STRUCTURES SITE WORK GRADING (OCT. 1 - MAY 31 ST) OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SCHEDULE A 8.A) {_ 1 TREATMENT PLANT 6. THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS. (SCHEDULE A.12.C.1) EROSION PREVENTION 7. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER PRESERVE NATURAL VEGETATION X x X x x X SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT WITHIN 10 DAYS. (SCHEDULE A.12.CJV. GROUND COVER DEVELOPED CONDITIONS AND V) 8. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM HYDRAULIC APPLICATIONS a- BECOMING A SOURCE OF EROSION. (SCHEDULE A.7.A.111) PLASTIC SHEETING x 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 MATTING x x VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES,AND VEGETATION AREAS TO BE . I� 5 AERATION TREATMENT TRAINS DUST CONTROL x X X x x X i t` - PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. (SCHEDULE A.8.C.L(1)AND (2)) TEMPORARY/PERMANENT SEEDING Q' NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED 10. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN AREAS BUFFER ZONE LJI _ . •5. + TIME TABLE WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION, IDENTIFY THE TYPE OF VEGETATIVE SEED MIX OTHER: LL 4 USED. (SCHEDULE A.7.A.V) ° Q . Cn t 11. MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50-FEET OF WATERS OF THE STATE. SEDIMENT CONTROL a °. tL (SCHEDULEA.7.B.LAND(2(A)(B)) SEDIMENT FENCE(PERIMETER) X X X X X X CLEARING (DATES, FROM & TO: AUG 2018 - SEPT 2018) 12. INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS ALL SEDIMENT SEDIMENT FENCE(INTERIOR) QT EXCAVATION (DATES, FROM & TO: AUG 2018 - OCT 2018; MAY 2019) BASINS, TRAPS,AND BARRIERS PRIOR TO LAND DISTURBANCE. (SCHEDULE A.8.C.1.(5)) s fi ' STRAW WATTLES }-" 4' , STRUCTURES (DATES, FROM & TO: OCT 2018 - OCT 2019) 13. CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATER VOLUME, TO MINIMIZE EROSION AT OUTLETS AND � ` ' `.� + b . '� a 4 "tli 'w " UTILITIES AND SITE WORK DATES, FROM & TO: MAR 2019 - OCT 2019 DOWNSTREAM CHANNELS AND STREAMBANKS. (SCHEDULE A.7.C) FILTER BERM {9 ( ) 14. CONTROL SEDIMENT AS NEEDED ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN INLET PROTECTION x x X x x x w' FINAL GRADING (DATES, FROM & TO: SEPT 2019) INLETS AT ALL TIMES DURING CONSTRUCTION, BOTH INTERNALLY AND AT THE SITE BOUNDARY. (SCHEDULE A.7.D.1) DEWATERING X X 15. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. (SCHEDULE A.8.C.1.(6)) SEDIMENT TRAP x x x x x x TOTAL SITE AREA = 364,396 SF = 8.65 ACRES 16. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS NATURAL BUFFER ENCROACHMENT GRADING PROGRESSES, TEMPORARY OR PERMANENT STABILIZATIONS MEASURES ARE NOT REQUIRED FOR AREAS OTHER - 3.95 ACRES TA BAC A(E)INTENDED TO BE LEFT UNVEGETATED, SUCH AS DIRT ACCESS ROADS OR UTILITY POLE PADS.(SCHEDULE RUN OFF CONTROL TOTAL DISTURBED AREA - 172,270 SF SITE MAP 17 ESTABLISH MATERIAL AND WASTE STORAGE AREAS AND OTHER NON-STORMWATER CONTROLS (SCHEDULE CONSTRUCTION ENTRANCE -x x x x x x NOT TO SCALE A.8.C.1.(7)) PIPE SLOPE DRAIN SITE SOIL CLASSIFICATION. 18. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: CONSTRUCTION OUTLET PROTECTION x X x x x x ENTRANCE, GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING ACTIVITIES. (SCHEDULE A 7.D.11 SURFACE ROUGHENING X HILLSBORO LOAM AND A.8.C.1(4)) CHECK DAMS 3 TO 12 PERCENT SLOPES 19. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. OTHER, (SCHEDULE A.7.D.11.(5)) 20. CONTROL PROHIBITED DISCHARGES FROM LEAVING THE CONSTRUCTION SITE, I.E., CONCRETE WASH-OUT, POLLUTION PREVENTION RECEIVING WATER BODIES. WASTEWATER FROM CLEANOUT OF STUCCO, PAINT AND CURING COMPOUNDS. (SCHEDULE A.6) PROPER SIGNAGE x x x x x x 21. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND HAZ WASTE MGMT x x x x x x \ EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES;AND WASTE SPILL KIT ON-SITE x X x x x x NEAREST WATER BODY: TUALATIN RIVER HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND WASHINGTON MACHINERY, AS WELL AS DEBRIS, FERTILIZER, PESTICIDES AND HERBICIDES, PAINTS, SOLVENTS, CURING CONCRETE WASHOUT AREA x x x x x x COMPOUNDS AND ADHESIVES FROM CONSTRUCTION OPERATIONS. (SCHEDULE A.7.E.L(2)) OTHER: 22. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, INSPECTION FREQUENCY: EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, TIGARD REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, Portland TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SCHEDULE A. 7.E.111.) SITE CONDITION MINIMUM FREQUENCY 23, USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. Salem DAILY WHEN STORMWATER RUNOFF, INCLUDING (SCHEDULE A TAW)24. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE. RUNOFF FROM SNOW MELT, IS OCCURRING. RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING * SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. PROJECT 1. ACTIVE PERIOD TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. (SCHEDULE A.9.8.111) C AT LEAST ONCE EVERY FOURTEEN (14)LOCATION IDAHO CALENDAR DAYS REGARDLESS OF WHETHER 25 SEDIF IMENT OR OTHER POLLUTANACTIVE TREATMENT TIREMOVAL SPEMPLO ETD,SUBMIT AN OPERAT ON(FOR EX -COAGULATION, CAND TMA NTENANC PFILTRATION�ANC ) FOR RATIONALE STATEMENT STORMWATER RUNOFF IS OCCURRING. (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE L) Springfield DISPERSION DEVICE DESIGN,AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. U 2. PRIOR TO THE SITE BECOMING ONCE TO ENSURE THAT EROSION AND OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's O GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. M Eugene Bend INACTIVE OR IN ANTICIPATION SEDIMENT CONTROL MEASURES ARE IN SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SCHEDULE A.9.D) OF SITE INACCESSIBILITY WORKING ORDER.ANY NECESSARY 26. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. THE SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT OREGON MAINTENANCE AND REPAIR MUST BE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON MADE PRIOR TO LEAVING THE SITE. YEAR. (SCHEDULE A 7.B) SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO 27. AS NEEDED BASED ON WEATHER CONDITIONS, AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO Roseburg 3. INACTIVE PERIODS GREATER ONCE EVERY MONTH. STABILIZED CONVEYOONCEOVERED, OR OTSYSTEMS HER BMPS MUST TO SURFACE E IMPLEMENTED(SCHEDULE A 7.E.11.(2))ENT DISCHARGES TO SURFACE WATERS REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. THAN FOURTEEN (14) CONSECUTIVE OR 28. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND BARE GROUND ACTIVITIES DURING WET INITIAL CALENDAR DAYS. WEATHER. (SCHEDULE A.7.A.1) Grants P 5 29. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE PERMITTEE'S SITE INSPECTOR: O Medford 4. PERIODS DURING WHICH THE IF PRACTICAL, INSPECTIONS MUST OCCUR HEIGHT AND BEFORE FENCE REMOVAL. (SCHEDULE A.9.C.1) O SITE IS INACCESSIBLE DUE TO DAILY AT A RELEVANT AND ACCESSIBLE 30, OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH COMPANY/AGENCY: ( INCLEMENT WEATHER. DISCHARGE POINT OR DOWNSTREAM LOCATION. ABOVE GROUND HEIGHT AND BEFORE BMP REMOVAL. (SCHEDULE A.9.C.1) PHONE: 31. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND ------- SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT FAX: CALIFORNIA NEVADA 5. PERIODS DURING WHICH MONTHLY, RESUME MONITORING IMMEDIATELY AND AT COMPLETION OF PROJECT. (SCHEDULE A.9.C.1118 IV) E-MAIL: DISCHARGE IS UNLIKELY DUE UPON MELT, OR WHEN WEATHER CONDITIONS 32. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. DESCRIPTION OF EXPERIENCE: TO FROZEN CONDITIONS. MAKE DISCHARGES LIKELY. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN-UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME. (SCHEDULE A.9.B.1) 33, THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SCHEDULE A.9.13.11) VICINITY MAP 34. THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPORARY NOT TO SCALE SEEDING, OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR 30 DAYS OR MORE. (SCHEDULE A.7.F.1) 35, PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SCHEDULE A.7.F.11) PROJECT LOCATION PROPERTY DESCRIPTION 36. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF SHEET INDEX 16060 SW 85TH AVE, TIGARD, TAX LOTS 25113B000600 LOCATED IN THE EXPOSED AREAS IS ESTABLISHED. ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED, ALL TEMPORARY WASHINGTON COUNTY, OREGON NORTHEAST 1/4 OF SECTION 13, TOWNSHIP 2 SOUTH, EROSION CONTROLS AND RETAINED SOILS MUST BE REMOVED AND DISPOSED OF PROPERLY, UNLESS DOING SO LATITUDE = 45° 24', LONGITUDE = 122° 45' RANGE 1 WEST, WILLAMETTE MERIDIAN, WASHINGTON CONFLICTS WITH LOCAL REQUIREMENTS. (SCHEDULE A.8.C.111(1)AND D.3.C.11 AND 111) EROSION AND SEDIMENT CONTROL PLANS COUNTY, OREGON LOCAL AGENCY-SPECIFIC EROSION CE001 - EROSION AND SEDIMENT CONTROL COVER SHEET CE101 - EROSION CONTROL PLAN ATTENTION EXCAVATORS: CONTROL NOTES: CE501 - EROSION CONTROL DETAILS 1 CE502 - EROSION CONTROL DETAILS 2 OREGON LAW REOUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE 1. If vegetative seed mixes ore specified, seeding must take place no later that September 1; the type and percentages of seed CE503 - EROSION CONTROL DETAILS 3 Iii SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE in the mix must be identified on the plans. I- . . Q w CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU WCE504 - EROSION CONTROL DETAILS 4Y CONTACT THE CENTER. YOU 2. All pumping of sediment laden water sholl be discharged over an undisturbed, preferably vegetated area, and through a p PRO ol< MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. sediment control BMP i.e. (filter bag). CE505 - EROSION CONTROL DETAILS 5 ���E FFss� p p 3. All exposed soils must be covered during the wet weather period, October 01 - May 31. C E 506 - EROSION CONTROL DETAILS 6 �C,�O��C'1 N Fc�Q 02 tw- ❑I 93170 . I- W ORIG PROJ NAME: SHEET TITLE: SHEET: 33 OF: 288 DWG#: O> DRN: SMM DATE: MARCH 2018 tally S� _jQ CLEAN WATER SERVICES CIVIL D OREGON a"' DSN DAC DWG#: CE001 THIS BAR IS ONE INCH DURHAM AWWTF EROSION AND SEDIMENT DATE 3/13/18 qIV 9 201 CHK: RT CADFILE#: CE001 .dwg WHEN DRAWING IS FULL Clea Services © BLACK &VEATCH SECONDARY TREATMENT SYSTEM CONTROL PLG# CE001 Oq�'10CLEME�Cj SCALE. Our commitment is clear. SDG AS SHOWN EXPANSION PROJECT COVER SHEET CWS 6757 EXPIRES: DEC 31. 2019 m APPD' SCALE: 2550 SW HIISbOfO H HIISbOfO, Ore on 97123-9379 PROJ#: ENGR STAMP. REV# DATE DRN APPD DESCRIPTION wy. 9 IL O i ® SEE NOTE 1 I I � I SEDIMENT FENCE D A TIRE WASH CE501 C`502 � } � _ 164.� / 16 4 ° On 170---/ o ° �N 0169.8 16 r N owmwv wVD 4 ® �\L wvwv wvwv 169 ��°� O ° q 0 165 ° 5 164 o © C ° ° �� ° C165 G GVRg 50' 25' 0 50' 100' CONSTRUCTION 7) 164 G()\`1 c° CE505 ENTRANCE ° 0 0_ ° 163 ° 7 / SCALE 1"=50' r ° a ° ° ° 170 ° 768 ° 16� co C0��, ° 16 ° ^ CIJQe 162 ^°`° 5 GENERAL NOTES: PRIMARY �_� 166 ° ° ° 164s EFFLUENT PUMP ) ,�o ° V X X 1 . ALL ON-SITE DRAINAGE WILL GO TO FACILITY INFLUENT. 6' CHAINLINK X u 6' �HAINLINK X ° X ° X I STATION ° 16 NOTES: v A INLET PROTECTION- ° 0 16G 160 �6 CE504:- 00� o / 5 159 7S9 \C 7 �0 "� ° 1. SEDIMENT FENCE SHALL EXTEND TO THE NORTH BEYOND 1�D� �i 6 1621 1 6058 158 �'� 6� ° CONTRACTOR'S ACTIVITIES AND MATERIALS STORAGE. 6 158 I 157I 2. CONTRACTOR SHALL CLEAR BRUSH PRIOR TO ° CONSTRUCTION AND MAKE USE OF THIS WATER QUALITY —156 cv X161 ° FACILITY AS PART OF THE EROSION CONTROL PLAN. 15� 7s (-° 16? 0 PROVIDE INLET PROTECTION PER DETAIL A/CE504. AFTER 7. 6 76,3 CONSTRUCTION OF SEF TO SURGE BASIN 1 , FACILITY IS) 76 1 11 SHALL BE DEMOLISHED COMPLETELY. x ® CHEMICAL AERATION IS 162 3. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING ON ALL BUILDINGS 160 STOCKPILED EXCAVATION AND FILL MATERIALS PER BASIN 4 �SIS4 158 DETAILA/CE502. SECONDARY LEGEND CLARIFIER 4 15,1- CONSTRUCTION 1S _ ENTRANCE ° ' r' Ln POLE ® � I � — — — — -o ❑ o- SILT FENCE - - � — -_ - - - \ BARN ° O . AERATION CIO INLET PROTECTION A CC\ ----- --- CP BASIN 3 I Ln C�4 `� `� 0 TIRE WASH 15j —160— EXIST CONTOUR (1 FT) INLET PROTECTION A ® a ❑ ° 00 I / SSI �s CE504 I I / A TIRE WASH `150 O / c`502 oMv Y , SECONDARY ° o SEE NOTE 2 ® I CLARIFIER 3 w ^ I 6 I LO U) O LO /50 CONSTRUCTION 5 ° / ENTRANCE 6 o C`505 INLET PROTECTION A ° CE`504 ® / / o 40 x / ° / awt Lu F_ . . 0101 �0�5���G N FFA �O �0 93170 . 0> DRN: SMM DATE: MARCH 2018 34 288 'tally $Ig PROJNAME: SHEETTITLE: SHEET: OF DWG#. a< CLEAN WATER SERVICES CIVIL PLOT D OREGON THIS BAR IS ONE INCH BLACK&VEATCH DURHAM AWWTF EROSION CONTROL OIL 9 20 DSN: DAC DWG# CE101 _ DATE: '� � CHK: RT CADFILE# CE101 .dwg WHEN DRAWING IS FULL aeanWater Services ©. PHASE 5 SECONDARY TREATMENT PLAN PLC#: CE1 01 IL CLEME� SCALE. Our commitment is clear. APPD SDG SCALE AS SHOWN SYSTEM EXPANSION PROJECT CWS 6757 EXPIRES: DEC 31, 2019 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROD#. ENGR STAMP. LL<] FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE EXISTING GRADE NOTES: CHAPTER 4 OF CLEAN WATER3' BY 3' MIN AT SERVICES EROSION PREVENTION 1 . WASHOUT FACILITIES SHALL BE BOTTOM OF AND SEDIMENT CONTROL MAINTAINED TO PROVIDE WASHOUT TO PLANNING AND DESIGN MANUAL. /_ ADEQUATE HOLDING CAPACITY 11111 CONTAIN WITH A MINIMUM FREEBOARD OF A CONCRETE A 12 INCHES. 0 0 0 2. WASHOUT FACILITIES MUST BE CLEANED, OR NEW FACILITIES fl 9 MUST BE CONSTRUCTED AND READY FOR USE ONCE THE L rig WASHOUT IS 75% FULL. + ' 0 0 3. IF THE WASHOUT IS NEARING 0 CAPACITY, VACUUM AND DISPOSE OF THE WASTE MATERIAL IN AN APPROVED MANNER. 4. TEMPORARY CONCRETE WASHOUT MINIMUM 12" OVERLAP FACILITIES SHALL BE LOCATED A OF SEAMS. MINIMUM OF 50 FT FROM 9' BY 9' MIN TO SENSITIVE AREAS INCLUDING OPEN CONTAIN CONCRETE + # + DRAINAGE FACILITIES AND + # + + + + + + + + + + + + + SEE NOTE NO. 3 WATERSOURSES. PLAN + # # + + + + + + + + + + + t + # + + + + + + + + + + + + + + NOT T O SCALE + + # # # + + + + + + + + + + + 5. CONCRETE WASHOUT FACILITIES + + + + + + + + + + + t . + SHALL BE CONSTRUCTED AND + + + + + + + + + + + + T -� + + + + + + + + + + # + + + + + + MAINTAINED IN SUFFICIENT -' ---- PLYWOOD W.: `} QUANTITY AND SIZE TO CONTAIN CONCRETE; 48 BY 24" + { # + + + + + + + + + ci,., + + fit+ + + + + + , * } L =- + + + + + + + + + + + + ` + + -- + + + # ALL LIQUID AND CONCRETE WASTE WASHOUT PAINTED WHITE + + + + + + + + + t + + + t + + + + + �+ + + + + + + + fw,� + + GENERATED BY WASHOUT ` + AREA OPERATIONS. BLACK LETTERS + + + + + + # + # T + + + ti t + + + + + + + + + + . + 6 HEIGHT + + _ + + t + a r;.:•: # t + + + + + + + + + + + -I I —i ( I�_� I=1It I—+ +r —}# t �`f+w`,�_I�`I—}, � -�—+ l �_�l ��.kl',—;::i"•r' +� � I+—--+III+_+ # #—T +I +—� +i-�-ii �i—iii—ii +i+—+=s—i +ii—� +� �—� + � � �—"Is==1I��I—� 1�+�—I +I L_► ++_ + +-� = 6. INSTALL CONCRETE WASHOUT S I GN + + + + WITHIN 30 FEET OF TEMPORARY+ t + + + w + + + 36' ' ; _ + + + + + + + # + + # + t + # + + + + + + + + + + t ++ CONCRETE WASHOUT FACILITY. + + + + + + , # + + + + + + + + + + + + + + � + 7. TEMPORARY CONCRETE WASHOUTS + + + + + t + , + + + + + + + + # + + + + + + # + + # MAY BE A PREFABRICATED CONCRETE WASHOUT 9 SIGN + + t + # + t + + + t t + t t + + + + t + t + + +t ++ + + , + + + + + + + + + + + + + + + + + + # + # + + # + + + * + + + + + } # # + + + } CONTAINER THAT IS PORTABLE DETAIL + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + = AND REUSABLE. (OR EQUIVALENT) NOT TO SCALE EXCAVATED MATERIAL 3"-6" ROCK WITH A EROSION 1 MAY BE USED FOR MINIMUM 8" DEPTH CONTROL MIN PERIMETER BERM BARRIER PLASTIC SREQUIRED @ TOE OF SLOPE. _2% SLOPE 1 ' MINIIJE�Al Jill _ _ I -1 I 1-I 11=11 IT` —3, — — — — — 2' MIN _ _=I f 1—? =1 111=ITS I I i! 1=a1=� =E_E E!_► , I I-111_111_111=111=1 11=1 11-1 11-1 11___� , _ 1 I a_I 11_ all- NOTES: I I� � Tr��1—�i I--�11-4 I i—$ 11—� I I_1 I I 11-111-1 I 1=1 11= NOTES: 1 . MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. 2. BARRIER REQUIRED @ TOE OF STOCK PILE. 3' BY 3' MIN TO 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR APPROVED EQUAL ON CONTAIN CONCRETE EXISTING GRADE ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. 4. PLASTIC TO EXTEND MINIMUM 1 ' BEYOND TOE OF SLOPE SECTION A-A NOT TO SCALE CONCRETE WASHOUT PLASTIC SHEETING CleCleanWater Services � anWater Services DRAWING N0. 810 REVISED 12- 16 DRAWING N0. 900 REVISED 12-16 w rA PLASTIC SHEETING ( B'� CONCRETE WASHOUT ~w NO SCALE NO SCALE � D PROFS 00 0 93170- w 0> DRN: SMM DATE: MARCH 2018 PROD NAME: SHEET TITLE: SHEET: 85 OF: 2$$ DWG#: •{.all CJ`[� a� CLEAN WATER SERVICES CIVIL (( OREGON�JJ DSN: DAC DWG#: CE501 PLOT 316118 w THIS BAR IS ONE INCH dean Vater Services _ BLACK&VEATCH DURHAM AWWTF EROSION CONTROL DETAILS 1 DATE: CE O a 9N9 24'` CHK: RT CAD FILE#: 195757-CE501.DWG WHEN DRAWING IS FULL PHASE 5 SECONDARY TREATMENT PLC#: ��acc� �� SCALE. Our commitment is clear. SYSTEM EXPANSION PROJECT CWS EXPIRES: DEC 31.2019 o In APPD: SDG SCALE: AS SHOWN 2550 SW Hillsboro H Hillsboro, Or on 97123-9379 6757 REV# DATE DRN APPD DESCRIPTION wY PROD#: ENGR STAMP: U. CORRUGATED STEEL PANELS _ I CRUSHED AGGREGATE GREATER THAN FILTER FABRIC 3 IN. BUT SMALLER THAN 6 IN. ORIGINAL GRADE ANGLE FILTER FABRIC FENCE TO ASSURE SOIL IS TRAPPED 12 IN. MINIMUM UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER -177-1 SECTION A - A NOT TO SCALE INTERLOCKED 2"x 2" FILTER FABRIC POSTS AND ATTACH A VIEW �'V CRUSHED AGGREGATE GREATER THAN ORIGINAL NOT TO SCALE 3 IN. BUT SMALLER THAN 6 IN. GRADE USE STITCHED LOOPS \ v 3' MINIMUM OVER 2% 2" POSTS NOTES: FROM TOE SLOPE. 12 IN. MINIMUM UNLESS OTHERWISE 1 . BURY BOTTOM OF FILTER FABRIC 6" SPECIFIED BY A SOILS ENGINEER VERTICALLY BELOW FINISHED GRADE. _ 2'--6" 2. 2"x 2" FIR, PINE OR STEEL FENCE 4'-0„ POSTS. SECTION B — B 3. POSTS TO BE INSTALLED ON UPHILL SIDE OF SLOPE. NOT TO SCALE 4. COMPACT BOTH SIDES OF FILTER DITCH TO CARRY RUNOFF 6„ FABRIC TRENCH. / TO A SEDIMENT TRAPPING 5. PANELS MUST BE PLACED DEVICE FILTER FABRIC ACCORDING TO SPACING ON DETAIL y MATERIAL 36" NO.940 WIDE ROLLS. A PROFILE �cx\ • • . NOT TO SCALE WASH RACK FILTER FABRIC MATERIAL ,• d.. 2,-610 36" WIDE ROLLS '- 6„ r / / / TYPICAL TIRE WASH WATER SUPPLY & HOSE 1 '-6" NOT TO SCALE 6' MAXIMUM SPACING FOR FURTHER INFORMATION FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEEFRONT VIEW SERVICES EROSIONEAN WATER PREVENTION NOTES: CHAPTER 4 OF CLEAN WATER 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. TIRE WASH ( M SEDIMENT FENCE ANUAL NOSE WASH ��an��r Servie�s ��.�anV�ater Services DRAWING N. 865 REVISED 12-16 DRAWING NO. 875 REVISED 12-16 ui A TIRE WASH {MANUAL HOSE WASHY � SEDIMENT FENCE 0 II-<w NO SCALE NO SCALE l- � p PROfi�s I< a �N!b �G t N FF `Z'ip w DRN: ORIG. PROD NAME: SHEET TITLE: SHEET: 36j OF: 288 DWG#: ��a � 93174; O Q SMM DATEMARCH 2018 —���� 1 CLEAN WATER SERVICES CIVIL tatpRy o (L(n PLOT DSN: DAC DWG#: CE502 THIS BAR IS ONE INCH \ - DURHAM AV�J�NTF EROSION CONTROL DETAILS 2 DATE: 316I18 oJ9�9 \ BLACK&VEATCH C�eanWater Services C E 5 02 WHEN DRAWING IS FULL • PHASE 5 SECONDARY TREATMENT PLC#: 9�oct-� CHK RT CAD FILE#: 195757-CE502.DV1tG Our commitment is clear. SYSTEM EXPANSION PROJECT EXPIRES:DEC 31.2419 to�r-LO SCALE. rn APPD: SDG SCALE: AS SHOWN 2~x54 SW Hillsboro H Hillsboro, Oregon 97123-9379 ROJ#: 6787 ENGR STAMP: p REV# DATE DRN APPD DESCRIPTION DROP INLET WITH GRATE STAKES (2"X 2"X 3') TOP OF CURB. CG--30 OR CG--48 INLET. - � r/ /� v/ jji Yij ✓/. /jj i/ xi FACE OF CURB. FILTER FABRIC . . . . INSTALL WATTLE TIGHT AGAINST :':':':':':':':': :•. . .. . a FACE CURB. .' ' ' ' '' ' ' ' .. . . . . . . . . a . 4 a a ° ° 4 v . 4 °a ° v d WHEAT STRAW, RYE GRASS STRAW, COCONUT OR EXCELSIOR WATTLES Slope PLAN VIEW 1 PERSPECTIVE VIEW SHOWING WATTLE Slope 4: 1 4 ALONG GUTTER AT CURB INET STAKES FILTER FABRIC INSTALLATION NOTES: RUNOFF WATER WITH SEDIMENT 1. ONLY ALLOWED USE OF APPLICATION IS ON CG-30 AND CG-48 INLETS UNLESS APPROVED BY CWS. 2. INSTALL WATTLE ALONG INLET WITH WATTLE EXTENDING A MIN OF 36" BEYOND INLET OPENINGS IN EACH _ I 18 DIRECTION. —� 3. WATTLE MUST BE INSTALLED TIGHTLY AGAINST CURB. MAY REQUIRE ADDITIONAL MEASURES TO ENSURE WATTLE I FILTERED WATER REMAINS TIGHT AGAINST CURB, SUCH AS USING ZIP-TIES TO SECURE WATTLE TO INLET'S TRASH BARS OR USING SANDBAGS TO WEIGHT DOWN WATTLE. I MAINTENANCE NOTES: 1 I 1 . 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 PROFILE AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. CURB ASD GUTTER INLET PROTECTION { (�INLET PROTECTION �eanaerervces TYPE 3 eanWater Services DRAWING NO. 905 REVISED 2-17 DRAWING NO. 910 REVISED 12-16 CURB AND GUTTER INLET PROTECTION �� INLET PROTECTION TYPE 3 w p<w NO SCALE NO SCALE �-- 0 PROFFS 010+ d 93170. 0 Q DRN: SMM DATE: MARCH 2018 ■�- 37 288 tally sig PRQJ NAME: SHEET TITLE: SHEET: OF: DWG#: a.< CLEAN WATER SERVICES CIVIL OREGON PLOT " DSN: DAC DWG#: CE503 THIS BAR IS ONE INCH � — DURHAM AVV'UVTF EROSION CONTROL DETAILS 3 DATE: 316118 {�ean�Nater Services BLAGK&VEATGH C E 503 CHK: RT CAD FILE#: 195757-CE503.DWG WHEN DRAWING IS FULL • PHASE 5 SECONDARY TREATMENT PLC#: �9�Qc�ErnEs SCALE. Our commitment is clear. CD APPD: SDG SCALE: AS SHOWN 2550 SW Hillsboro H Hillsboro, Oregon 97123-9379 SYSTEM EXPANSION PROJECT 6757 EXPIRES: DEC 31.2o1s REV# DATE DRN APPD DESCRIPTION WY 9 PROJ#; ENGR STAMP: LLa MATS/BLANKETS SHOULD MAY BE USED SHORT TERM BE INSTALLED VERTICALLY W/ UTILITY WORK AND W/ _ DOWNSLOPE. i TAMP PHASING OF DEVELOPMENT SOIL OVER MAT/BLANK ET ULLL FLOW 30 (TYP) 60" (TYP) AREA DRAIN 12 CATCH BASIN FLOW MIN. 4 OVERLAP P /� Q . - - -- - - - � P // DITCH BOTTOM FLOW 12 aue 6„ STAPLES DITCH INLET P LAN VIEW /,/ ISOMETRIC VIEW \/\/\ , so 6" overlap of bags. NOTES : TYPICAL SLOPE 1 . ADDITIONAL MEASURES MUST BE SOIL STABILIZATION \`� CONSIDERED DEPENDING ON SOIL TYPES. \�. BERM 12„ 2. BIO -- FILTER BAGS SHOULD BE STAKED WHERE APPLICABLE USING (2) NOT TO SCALE 1 "x2" WOODEN STAKES OR APPROVED EQUAL PER BAG. NOTES: 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 ON DESIGN CRITERIA SEE HAVE GOOD SAIL CONTACT. PROTECT A CATCH BASIN YOU MUST 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 " AND SEDIMENT CONTROL NOT STRETCH. OVERLAPPED BY 6 . PLANNING AND DESIGN MANUAL. 4. STAKING OR STAPLING LAYOUT PER MANUFACTURERS SPECIFICATIONS. INLET PROTECTION MATTING SLOPE IN � TALLATI0 �TYPE 4 CleanWaher ServicesCjleanWater Services DRAWING NO. 915 REVISED 12-16 DRAWING NO. 805 REVISED 12-16 wINLET PROTECTION TYPE 4 rB MATTING SLOPE INSTALLATION Q LLi NO SCALE NO SCALE PR pip G I N j� FS`r�0 WWII 93170 p> DRN: SMM oAT: MARCH 2018 38 288 ySig d -- PROJ NAME: SHEET TITLE: SHEET: OF: DWG#: CLEAN WATER SERVICES CIVILa0REGON a-to Ds": DAC DWG#: CE504 THIS BAR IS ONE INCH — � DURHAM AVVWTF EROSION CONTROL DETAILS 4 DATE. 3/6118 a�q�9 BLACK VEATCH CHK: RT CAD FILE#: CE504.dWg WHEN DRAWING IS FULL ean�N er SeI'V�CeS PHASE 5 SECONDARY TREATMENT PLC �E�O� ��70 CL —� SCALE. Our commitment is clear. SYSTEM EXPANSION PROJECT EXPIRES: DEC 31.2019 cni APPD: SDG SCALE: AS SHOWN 2550 SW Hillsboro H Hillsboro, Oregon 97123-9379 PRO 6757 p o REV# DATE DRN APPD DESCRIPTION Hwy. g PROJ#. ENGR STAMP: FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. Q a- QPM PGG ° .4 %I! POND LENGTH > = 3 X POND WIDTH Op D D EMERGENCY OVERFLOW o " SPILLWAY CREST 0I? Q v•�: a Q " 0 D. p D a 4IF .�. oa. o D o oD C DRIP RAP ° INLET RADIUS = 25' MIN. ° p. ' o P LEVEL. O Qo BOTTOM Ca Q o D o . C a• . . q. `�F, �c, o CLEAN PIT RUN OR 3"-- 6" CLEAN ROCK �, `~— ° �51� O �,� a SUBGRADE REINFORCEMENT GEOTEXTILE, AS REQUIRED P� 8„ MIN. DEPTH PLAN VIEW *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL OUTLET PIPE RISER PIPE W/ANCHORED BASE GRAVEL CONSTRUCTION PROVIDE TRASH RACK ENTRANCE CURB RAMP ON RISER PIPES 18" DIAMETER P8NiC RAT�RPIPE 1 ' FREEBOARD a a PAVEMENT OPEN AT 1 ' SPILLWAY DEPTH TOP(PRINCIPAL a MSPILLWAY) 7:.;,., t,.: 6'MIN. EMERGENCY OVERFLOW R.: / / / //// \/ e •d' ..t•r SPILLWAY CREST T DEWATERING RING 0UTLET/ / / D c' /i.//i�//////. ///,�/�/\///�\��\\//�\\//\\\///�/\,\//\\\//�/ . a - D D•. ' , D . —. p Q/ 1 2°MIN. 2'/ MAX. 4' SETTLING DEPTH /\\ AOUTLET PIPE\/\ SEDIMENT STORAGE a © 1 3' MAX. DEPTH. ° 3L� LEVEL GRADE NOTES: 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 CLEAN 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 PLANNING AND DESIGN MANUAL. CONSTRUCTION ENTRANCE Wr SEDIMENT BASIN WreieanateServices DRAWING NO. 855 REVISED 12-16 DRAWING NO. 935 REVISED 12-16 w CONSTRUCTION ENTRANCE SEDIMENT BASIN <w NO SCALE NO SCALE � PRO,r�s Do a 93175 W DRN: ORIG. PROD NAME: SHEET TITLE: SHEET: 18 OF: 288 DWG#: �) 0> SMM DATE. MARCH 2018 y 7 a< CLEAN WATER SERVICES CIVIL PHOT OREGON DSN: DAC DWG#: CESpS THIS BAR IS ONE INCH - DURHAM AWWTF EROSION CONTROL DETAILS 5 DATE: 3/E711H WHEN DRAWING IS FULL eallWatel S�:IV1CeS ® BLACK&VEATCH C�T5O5 ���0 CHK: RT CAD FILE#: CE505.dwg • PHASE 5 SECONDARY TREATMENT PLC#: CLEI '�' Lot- SCALEtnf� . Our commitment is clear. SYSTEM EXPANSION PROJECTExPIREs:DEC 31.2019 io APPD: SDG SCALE: AS SHOWNCws p REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROD#: 8757 ENGR STAMP: u.0 FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE FOR FURTHER INFORMATION CHAPTER 4 OF CLEAN WATER ON DESIGN CRITERIA SEE SERVICES EROSION PREVENTION CHAPTER 4 OF CLEAN WATER AND SEDIMENT CONTROL SERVICES EROSION PREVENTION PLANNING AND DESIGN MANUAL. AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 4' MINS - 1' OVERFLOW DEPTH if x OUTFLOW 2' SETTLING 3 ��°� DDaD�� /��© 3 < M CHANNEL IF S,o DEPTH 1MLl ! p 1 ;n CONSTRUCTED } BY EXCAVATION 1 DEPTH �0, 2"— 4" ROCK 1 .5' SEDIMENT STORAGE 1' DEPTH �O 3/4"-- 1 1 /2" WASHED GRAVEL 9�l 9QO CROSS SECTION NOT TO SCALE NOTE: MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM. d �O o W °a 0000 ° ° 1 M/Iv CSP L�Wq Y aoao 0°800 00°�o° 000900 480 0°0000 o 0"° 66 0000 0 o G' 0800°80°0068°°°80 O°°�°0°o 9 ° 0800 8°0 08 6890 00 00�c 00c-6�oo0° 6°00 ,0800 aL, 6 00°6 6 0 6 �6� 0 6 000 0 o a a a Dp d 0°080 6 O� °o o `tea 0 0080 a o 1� 9 00 0°o D t� o©°�o � ,° L pp0 a�� a © �° °o° 00 00 Q a Q d 000 0 0 �� g6 0000 00 00 0000 o0°Ogg� 0000 0000 00 0 6 000 ° 0 0 o o O �A VIEW it O O 6000 O0 o0 �p0 000 0°6 °06000°6 0° O 004 o p0000t°�0 no �0000O�o0 060 a0°ag 609 0 9 °°�'0�0� 00�cp� 0 000960°00� 8�°°�°o�°00 0� o NTS ° ° 0 000 00 0 6 0 0°6660000 0OQ, 0 0 0°0 0 ° X00000000flOR0O000 Q060 - ° o 0 00000 00000©0000°°000 0 080 0900000 000 00000 0 80 0069%°a9°o o° 60 6" OVERLAP 0 000p0 0°0 008 80 600 °o 0 0g 00�° 80 oo o O TYPICAL 0°0 c ' 2' SETTLING DEPTH & ° 0°090°00 6" 1' DEPTH OF 2--4' ROCK (TOP) 1' DEPTH OF 3/4"-- 1 1 /2" WASHED GRAVEL (BOTTOM) r SEDIMENT TRAP OUTLET NOT TO SCALE PROFILE NTS 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. CHECKDAM SEDIMENT TRAPServicesr�leanWater Services t�eanWater BIC FILTER BAG DRAWING N0. 930 REVISED 12- 16 DRAWING N0. 845 REVISED 12-16 w 12� SEDIMENT TRAP CHECK DAM BIO;FILTER BAG < Uj NO SCALE NO SCALE PROF_,, �GINFF'P O W�I 3170. PR°J NAME: SHEET TITLE: SHEET: 19 °F: 288 DWG#: t�1�y oQ DRN: SMM ORIG., MARCH 201$ CLEAN WATER SERVICES CIVIL OREGON_ a.co DSN: DAC DWG#: CE506 THIS BAR IS ONE INCH — & DURHAM AVV'U'VTF EROSION CONTROL DETAILS. 6 PLOT: 316118 Q``q�9 24w --��rr�� l BLACK VEATCH WHEN DRAWING IS FULL ��lean�tY�er St',1'Vl.CE;S ® CES�� ��o CHK: RT CAD FILE#: CE506.dwg Our commitment is clear. PHASE 5 SECONDARY TREATMENT PLC CLEI �N` LO SCALE. SYSTEM EXPANSION PROJECT cws W)1'. APPD: SDG SCALE: AS SHOWN 6757 EXPIRES: DEC 31,2019 q o REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROD#; ENGR STAMP: