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Plans (2) PLM2O19-00189 1 of 2 , Drawing Vicinity Map SHEET # DWG # SHEET TITLE -- PROJECT LOCATION ASTORIA GENERAL 1 G-01 TITLE SHEET, LOCATION MAP & DRAWING INDEX HOOD RIVER 410, 2 G-02 GENERAL NOTES, IRRIGATION AND MATERIALS SCHEDULE PORTLAND IV PENDLETON 4 TIGARD 4� THE DALLES EROSION AND SEDIMENT CONTROL - TILLAMOOK ENTERPRISE .441141111111 . 3 CE-01 EROSION AND SEDIMENT CONTROL COVER SHEET . " LA GRANDE 4 CE-02 EROSION AND SEDIMENT CONTROL SITE PLAN 5 CE-03 DETAILS 1 OF 2 w SALEM Q 6 CE-04 DETAILS 2 OF 2 0 NEWPORT U ALBANY Clean. Water Services Eo11T10AD 7 9 0 4111,PLAN 1 OF 3 SISTER Illr 9 D-03 ENLARGED PLAN 2 OF 3EUGENE BEND VALE 10 13-04 ENLARGED PLAN 3 OF 3 11 D-05 DETAILS CI 12 D-06 EXISTING CONDITIONS REFERENCE DETAILS BURNS DURHAM AWWTF 13 L CIVIL ROSEBURG 97 OREGON C-01 SITE PLAN 14 C-02 ENLARGED PLAN 1 OF 3 15 C-03 ENLARGED PLAN 2 OF 3 16 C-04 ENLARGED PLAN 3 OF 3TPS BUILDING LANDSCAPE f 17 C-05 DETAILS 1 OF 2 18 C-Q6 DETAILS 2 OF 2 GOLD BEACH MEDFORDI IRRIGATION KLAMATH FALLS LAKEVIEW 19 1-01 IRRIGATION PLAN 20 1-02 ENLARGED PLAN 1 OF 4 & IRRIGATIC3iN 21 1-03 ENLARGED PLAN 2 OF 4 22 1-04 ENLARGED PLAN 3 OF 4 cam+ n 23 1-05 ENLARGED PLAN 4 OF 4 RECEIVED 24 1-06 DETAILS 1 OF 2 IAPR 2 9 2019 25 1-07 DETAILS 2 OF 2 CITYCITY OF TIGARD BUILDING N DIVISION3 LANDSCAPE � BUII�oING Approved 26 P-00 PLANTING SCHEDULE Conditionally Approved [ ] 27 P-01 PLANTING PLAN DRAWING LAYOUT See Letter Co: Follow [ ] PROJECT NO 6788 • 20 28 P-02 ENLARGED PLAN 1 OF 3 led Qo [$ ] ommumummilimatilir, Permit Number: PZ M ACA- 4 � o 29 P-03 ENLARGED PLAN 2 OF 3 Address: 16.04:41 S.w• AS'`' guS r 30 P-04 ENLARGED PLAN 3 OF 3 By: (Ci5 L S -!3--a 41 31 P-05 DETAILS 1 OF 2 Si�ke. L.t 1►tees OFFICE COPY , 1 32 P-06 DETAILS 2 OF 2 SITE ADDRESS: CLEAN WATER SERVICES DURHAM AWWTF Location a 16060 SW 85TH AVENUE TIGARD, OR 97224 4 4, my ZQ 1 0) 0 0 SW DURHAM RD SW DURHAM RD m Q 1- 111 STAGING AREA PROJECT ,,,I LOCATION O N cd co T - - - -ti [ 1111 ] Ul1 Ln , ,_ ,,. ,,c O X44, ° ,�Z 0 3 1 E A . E SW SCHAEFFER LN p c , 1- R4. . ,.,;' , .11 • t. N i T Dr 0 E AP R 1 L 2019 :,. ... .h . . , .,, . . _. ,. . . ,, o, pRocso, LL „, ,. ,,! _\,, ON - � ENGI eR 0� C 0d ,.�.-�. - - _ 75689PE r .tea;: L) Cn DRN: NS ORIG JANUARY 2018 PROJ NAME: SHEET TITLE: SHEET: 1 OF: 32 DWG#: oREGonr DATE: �� Opti o\ DSN: DK DWG#: PMAP DATE: 4/11/19 �, 4, o7. 2.p1D``�P� d- THIS BAR IS ONE INCH �i eanWater Services TPS BUILDING TITLE SHEET, LOCATIONG-01 AKS CHK: DK CAD FILE#: 6788.20-DM-G.DWG WHEN DRAWING IS FULLour commitment is clear. LANDSCAPE & IRRIGATION & DRAWING INDEX PLC#: EXPIRES: 06-30-20191 SCALE. PROJECT CwS 6788.20 o APPD: DK SCALE: NTS DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROJ#: ENGR STAMP: REV# DATE DRN APPD il J GENERAL NOTES: 1. CONTRACTOR SHALL REMOVE ALL DIRT SPOILS AND CONSTRUCTION DEBRIS FROM ALL ROAD SURFACES AREA DEMOLITION WORK CIVIL WORK SPRINKLER TYPE NOZZLE TYPE P.O.C. / ZONE VALVE # IRRIGATION CONTROLLER SOIL PREPARATION PLANT TYPE DAILY, AND AT PROJECT COMPLETION. CLEAR AND GRUB TOP 2" WHERE CONCRETE ADD 1" DEPTH OF COMPOST AFTER 2. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND ACTUAL SQUARE FOOTAGES PRIOR TO PAD AROUND A SHOWN, ADD 2" COMPOST TO CHARGING 1806 SAM/PRS MP ROTATOR EXISTING WI. W IRRGIATION; 3" DEPTH OF COMPOST TURF SUBMITTING BID. EXPOSED SOIL (TOTAL) TILLED INTO TOP 6" EXPOSED SOIL STATION 3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES. 4. CONTRACTOR STAGING AREAS IS LIMITED TO WORK AREA LIMITS. SEE SHEET 1-01 OR C-01. CLEAR AND GRUB TOP 2" , 5. CONTRACTOR PARKING LIMITED TO THE EAST END OF THE PARKING LOT AND ALONG 85TH AVENUE. REMOVE OLD SPRINKLER HEADS, ADD 1" DEPTH OF COMPOST AFTER TREES SHRUBS 6. STAGING AREAS ARE LIMITED TO WORK AREAS AND EAST END OF THE PARKING LOT. THESE AREAS ARE B LANDSCAPE TIMBERS AND LIGHT NONE 1812 SAM/PRS SPRAY EXISTING W4 W IRRGIATION; 3" DEPTH OF COMPOST AND GROUND POST, ADD 2" COMPOST TO (TOTAL) TILLED INTO TOP 6" EXPOSED SOIL COVER SHARED WITH OTHER CONTRACTORS AND PLANT STAFF AS NEEDED. SEE SHEET 1-01 EXPOSED SOIL EROSION CONTROL: 7. ALL DISTURBED AREAS SHALL BE COVERED WITH AN APPROVED EROSION CONTROL METHOD. REFER TO REMOVE CONCRETE, IRRIGATION, 1" DEPTH OF COMPOST AFTER TREES SHRUBS C SPECIFICATION SECTION 02270, CONTRACT DRAWINGS, AND THE 1200 C PERMIT FOR EROSION CONTROL LANDSCAPE TIMBERS, CLEAR AND W (ROUTE NEW WIRES TO W IADD ADD ION; 3" DEPTH OF COMPOST AND GROUND GRUB VEGETATION, ADD 2" GRADING 1812 SAM/PRS MP ROTATOR EXISTING H6 CONTROLLER) REQUIREMENTS. (TOTAL) TILLED INTO TOP 6" EXPOSED SOIL COVER COMPOST TO EXPOSED SOIL 8. CONTRACTOR SHALL SEED ALL GRASS AREAS WHERE WORK HAS DAMAGED GRASS WITH ECOLOGY SEED MIX, AT 10 POUNDS PER 1,000 SQUARE FEET. 9. CONTRACTOR TO PROVIDE NEW BIOFILTER BAGS AT ALL INLETS MARKED ON DEMOLITION SHEETS, AND PER REMOVE SPRINKLER HEADS, ADD 1" DEPTH OF COMPOST AFTER TREES SHRUBS REMOVE SOIL AT TOP OF SLOPE, IRRGIATION; 3" DEPTH OF COMPOST AND GROUND DETAIL CE-04. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE AND MAINTAINED ON A DAILY BASIS. D ADD 2" COMPOST TO EXPOSED GRADING 1812 SAM/PRS SPRAY EXISTING W4 W (TOTAL) TILLED INTO TOP 6" EXPOSED SOIL COVER ECOLOGY TURF SEEDING: SOIL 10. SEED MIX SHALL BE AN ECOLOGY TURF "PT 301 WATER SMARTER" OR EQUAL, APPLIED AT 10 POUNDS PER ADD 1" DEPTH OF COMPOST AFTER TREES SHRUBS 1,000 SQUARE FEET, AS SHOWN ON PLANTING PLANS. E REMOVE SPRINKLER HEADS NONE 1812 SAM/PRS SPRAY EXISTING W8 W IRRGIATION; 3" DEPTH OF COMPOST AND GROUND (TOTAL) TILLED INTO TOP 6" EXPOSED SOIL COVER IRRIGATION: 11. ONLY PLANT STAFF ARE ALLOWED TO OPERATE EXISTING VALVES. 12. SPRINKLERS TO BE LOCATED IN ALL WORK AREAS AS SHOWN. WITH 100% COVERAGE IN EACH AREA. REMOVE SPRINKLER HEADS, ADD 1" DEPTH OF COMPOST AFTER TREES SHRUBS CONCRETE SIDEWALK, CLEAR AND ADD TOP SOIL, 1812 SAM/PRS SPRAY EXISTING W9 W IRRGIATION; 3" DEPTH OF COMPOST AND GROUND 13. CONTRACTOR TO DESIGN IRRIGATION SYSTEM TO NOT EXCEED 85% MAX SAFE FLOW AT 45 PSI (DYNAMIC F GRUB SHRUBS, ADD 2" COMPOST GRADING (TOTAL) TILLED INTO TOP 6" EXPOSED SOIL COVER PRESSURE PER ZONE). TO EXPOSED SOIL 14. WATER SOURCE IS ON-SITE RECLAIMED WATER AVAILABLE MAY 1ST THROUGH OCTOBER 31ST. 15. STATIC PRESSURE IS 55 PSI. REMOVE SPRINKLER HEADS, • CLEAR AND GRUB SHRUBS WHERE W (ROUTE NEW WIRES TOW ADD 1" DEPTH OF COMPOST AFTER TREES SHRUBS 16. ALL IRRIGATION WORK TO BE DONE PER LOCAL CODES AND MANUFACTURER'S RECOMMENDED GNONE 1812 SAM/PRS SPRAY EXISTING H1 CONTROLLER) IRRGIATION; 3" DEPTH OF COMPOST AND GROUND SHOWN, ADD 2" COMPOST TO (TOTAL) TILLED INTO TOP 6" EXPOSED SOIL COVER SPECIFICATIONS. EXPOSED SOIL 17. IRRIGATION MAIN LINE ROUTES SHOWN ON THE DRAWINGS ARE FOR GENERAL REFERENCE. 18. CONTRACTOR TO DETERMINE THE EXACT NUMBER OF VALVES AND FIELD ADJUST AS NECESSARY FOR REMOVE SPRINKLER HEADS ANDADD TOP SOIL W (ROUTE NEW WIRES TO W ADD 1" DEPTH OF COMPOST AFTER TREES SHRUBS H CONCRETE, CLEAR AND GRUB AND GRADE 1812 SAM/PRS MP ROTATOR EXISTING H2 CONTROLLER) IRRGIATION; 3" DEPTH OF COMPOST AND GROUND PROPER PLACEMENT. SHRUBS WHERE SHOWN (TOTAL) TILLED INTO TOP 6" EXPOSED SOIL COVER 19. CONTRACTOR TO RELOCATE MAIN LINES AND VALVES AROUND THE NEW RAIN GARDEN. 20. CONTRACTOR TO USE EXISTING VALVES AS POC FOR EACH IDENTIFIED AREA SHOWN ON 1-01 . m 21. CONTRACTOR TO ADJUST AND RELOCATE EXISTING TURF SPRINKLERS ALONG NEW SHRUB BED EDGES AS REMOVE SPRINKLER HEADS AND NEW I STEPPING STONES, CLEAR AND SIDEWALKS, W (ROUTE NEW WIRES TOW ADD 1" DEPTH OF COMPOST AFTER TREES SHRUBS NEEDED FOR 100% COVERAGE. I GRUB SHRUBS WHERE SHOWN, RETAINING 1812 SAM/PRS MP ROTATOR EXISTING H3 CONTROLLER) IRRGIATION; 3" DEPTH OF COMPOST AND GROUND ADD 2" COMPOST TO EXPOSED WALLS AND (TOTAL) TILLED INTO TOP 6" EXPOSED SOIL COVER i' SOIL SLEEVES o CIVIL AND DEMOLITION: N 22. CONTRACTOR TO DEMOLISH AND REMOVE ALL VEGETATION, INCLUDING ROOTS, AS SHOWN ON DEMOLITION oci 00 N PLANS. REMOVE SPRINKLER HEADS, 8 23. ALL GENERATED DEBRIS TO BE HAULED OFF SITE TO AN APPROVED LOCATION. STEPPING STONES, AND ADD 1" DEPTH OF COMPOST AFTER TREES SHRUBS cr) CONCRETE. CLEAR AND GRUB NEW W (ROUTE NEW WIRES TO W SIDEWALKS, 1812 SAM/PRS MP ROTATOR POC #1 IRRGIATION; 3" DEPTH OF COMPOST AND GROUND 24. ALL EXISTING LANDSCAPE, NOT MARKED FOR DEMOLITION, SHALL BE PROTECTED DURING PROJECT. VEGETATION WHERE SHOWN, CONTROLLER) N ADD 2" COMPOST TO EXPOSED AND SLEEVES (TOTAL) TILLED INTO TOP 6" EXPOSED SOIL COVER N SOIL 00 PLANTING: 25. ALL SHRUB BEDS AND TREE RINGS TO RECEIVE 2" MEDIUM FRESH FIR AFTER PLANTING IS COMPLETED. N 26. CONTRACTOR TO FINE GRADE ALL WORK AREAS FOR POSITIVE DRAINAGE, AFTER IRRIGATION AND PLANTING REMOVE SPRINKLER HEADS, AND NEW RAIN ADD 1" DEPTH OF COMPOST AFTER CONCRETE. CLEAR AND GRUBTREES SHRUBS WORK. GARDEN W (ROUTE NEW WIRES TOW IRRGIATION; 3" DEPTH OF COMPOST i LAYOUT IS APPROVED BY OWNER. K VEGETATION WHERE SHOWN,EXPOSED SWALE AND 1812 SAM/PRS MP ROTATOR POC #1 CONTROLLER) ( AND PLUGS 27. CONTRACTOR CANNOT START PLANTING UNTIL PLANT LAO ADD 2" COMPOST TO GRADING (TOTAL) NO TILLING c 28. BOULDERS AND LOGS TO BE PLACED AT OWNER'S DIRECTION. SOIL . 29. SOIL CONDITION POST IRRIGATION: ADD 1" DEPTH OF COMPOST TILLED TO 6" DEPTH WHERE SHOWN IN OD S��Ep PRO,cFs�i L? gMATERIAL SCHEDULE. THE AMOUNT OF COMPOST IS IN ADDITION TO THE AMOUNT SHOWN IN THE CIVIL 75689PE 0, -<.. COLUMN IN THE MATERIAL SCHEDULE. Vies xau OREGON no PROJ NAME: SHEET TITLE: SHEET: 2 OF: 32 DWG#: �G anti o DRN: NS DA E: JANUARY 2018 - i •,7' DURHAM AWWTF GENERAL icy9F�E z ��P� %� DSN: DK DWG#: PLOTTPS BUILDING GENERAL NOTES, IRRIGATION DATE: 4/11/19 raK�o\o THIS BAR IS ONE INCH C1eanWater ServicesPLC#: G-02 .. CHK: DK CAD FILE#: 6788.20-DM-G.DWG WHEN DRAWING IS FULL Our commitment is clear. LANDSCAPE & IRRIGATION AND MATERIALS SCHEDULE ( EXPIRES: 06-30-2019 I SCALE. o APPD: DK SCALE: NTSDESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROJECT PROD#: 6788.20 ENGR STAMP: REV# DATE DRN APPD J i EROSION AND SEDIMENT CONTROL PLANS ENGINEERING FIRM PRE-CONSTRUCTION , CLEARING AND GRADING , STREET AND UTILITY AND SEDIMENT OWNER: PRE-CO � � , CLEAN WATER SERVICES DEMOLITION NOTES: CONSTRUCTION NOTES 2550 5W HILLSBORO HWY HILLSBORO, OREGON 97123 a a ? , - a? WY. (503) 681-3600 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF -1:z �y it- NST �, D - CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL AND APPROVED IN A THE FOLLOWING MIXTURE, UNLESS OTHERWISE AUTHORIZED: LP > w . u BON ST.. ENGINEER: INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN RD.tj m 0 m r - MICHAEL IDEHARA FOR APPROPRIATE SEED MIX. O 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED B. DWARF GRASS MIX (MIN. 100 LB/AC) \ TIiik. 14 13 � OUT OF MULCH, CHIPPINGS OR OTHER SUITABLE MATERIAL STRAW WATTLES, OR OTHER 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) 'TIGARD . DUR •M APPROVED MATERIALS. 2. CREEPING RED FESCUE (20% BY WEIGHT) HIGH SC +QL ¢ SCHOOL 'o NARRATIVE DESCRIPTIONS C. STANDARD HEIGHT GRASS MIX (MIN. 100LB/AC) ¢ 0 _______t `��,,a, 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN 1. ANNUAL RYEGRASS (40% BY WEIGHT) • G EXISTING SITE CONDITIONS: PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION 2. TURF-TYPE FESCUE (60% BY WEIGHT) TIG ' RDS" _ al III '�' ��` ��. �4' CLEAN WATER SERVICES FENCING OR CHAIN LINK FENCING INA MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE,. - s >;' I (eV I ," m.P" DURHAM ADVANCED WASTEWATER TREATMENT PLANT AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE °, j ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. 411,171*--, lit � f 3 TPS BUILDING _ 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. 1■III IIIIIII �� aW 1 i■111111jt •E `_l `�U • HA - am ,, DEVELOPED CONDITIONS: AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, ��iy►~"�► a} •'��;� / AFTON BUT NOT LIMITED TO, STREET SWEEPING AND VACUUMING, MAY BE REQUIRED TO INSURE 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF �` � ' �` # DURHAM ADVANCED WASTEWATER TREATMENT PLANT TPS THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. „.±.7 = �' ER BUILDING LANDSCAPE IMPROVEMENTS --�- ,? �a� FINDLAY F 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL 1 Q o i� NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED FACILITY / 4' a TIG ,. TABLE MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, AND MEASURES. LOCATION t 7 -_'')-- _ c- TUA V iir �I�,��_• • • 1L J ii. SURFACE ROUGHENING. N.I. 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND DURHAM AWWTF .- DURHAM pQ- FINAL STABILIZATION 16060 SW 85TH AVENUE W w II " ' - THESE EROSIONAND SEDIMENT CONTROL PLANS ASSUME "DRY WEATHER" CONSTRUCTION. CONFIGURATION. DURING "WET WEATHER" PERIODS, STOCKPLIES SHALL BE COVERED WITH TIGARD, OR 97224 z • • L ► TOTAL SITE AREA = 66,000 SF = 1.5 ACRES "WET WEATHER" CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN OCTOBER 1ST PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE'S REQUIRED AREOUND THE AND MAY 31ST. PERIMETER OF THE STOCKPILE. TOTAL DISTURBED AREA =7,500SF = 0.17 ACRES 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY N SITE SOIL CLASSIFICATION: SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, M1N-SLOPE SEDIMENT LOCAL AGENCY-SPECIFIC EROSION FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY SITE MAP ALOHA SILT LOAM, HILLSBORO LOAM, AND WILLAMETTE SILT, REQUIRE ADDITIONAL EROSION CONTROL MEASURES. ED 2 TO 7 PERCENT SLOPES CONTROL NOTES - NOT TO SCALE 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES ----N 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW PROJECT INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MULCHING, OR OTHER APPROVED MEASURES. e---- r1r'• LOCATION MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION ASTO'IA 2. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, VEGETATED BUFFERS, AND ANY SENSITIVE AREAS SHOWN ON AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, At PERMITTEE'S SITE INSPECTOR: BUT NOT LIMITED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION 4 HOOD RIVER THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD. DURING THE PORTLAND 01 PENDLETON COMPANY/AGENCY: CONSTRUCTION PERIOD, NO DISTURBANCE IS PERMITTED BEYOND THE OF THE PROJECT. 4 TIGARD f- THE DALLES ENTERPRISE I PHONE: CLEARING LIMITS. THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF TILLAMOOK FAX: FOR THE DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE GI LA GRANDE E-MAIL: DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BEREGULARLY INSPECTED AND MAINTAINED AS NEEDED. Z. 3. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMP's THAT MUST BE SALEM DESCRIPTION OF EXPERIENCE: INSTALLED ARE A GRAVEL CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT occ NEWPORT 2213, CONTROL, AND INLET PROTECTION. THESE BMP'S MUST BE MAINTAINED FOR 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN 0 WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. o ALBANY THE DURATION OF THE PROJECT. INSPECTION FREQUENCY:REDMOND • ONCE PER WEEK ON ACTIVE SITES. LATER THAT SEPTEMBER 1; THE TYPE AND PERCENTAGES OF SEED IN THE MIX 4. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO PRINEVILLE 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM OR SISTERIlk • ONCE EVERY TWO WEEKS ON INACTIVE SITES. MUST BE IDENTIFIED ON THE PLANS. BEND VAL • WITHIN 24 HRS. OF A 0.5" RAIN EVENT. 5. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN SURFACE WATERS. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED EUGENEGREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS • DAILY WHEN STORMWATER RUNOFF IS OCCURING. UNDISTURBED, PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WAS-OUT SHALL BE LOCATED WITHIN CONTROL BMP i.e. (FILTER BAG). SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. 0 BURNS HOLD A PRE-CONSTRUCTION MEETING OF PROJECT 6. THE ESC PLAN MUST BE KEPT ON SITE. ALL MEASURES SHOWN ON THE PLAN CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT OR SEDIMENT 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE ` DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, ROADWAY, OR STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. ROSEBURG OREGON CONSTRUCTION LIMITS. OTHER PROPERTIES. 7. THE ESC MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM MEASURES SHALL BE UPGRADED AS NEEDED TO COMPLY WITH ALL APPLICABLE WATER SYSTEM. LOCAL, STATE, AND FEDERAL EROSION CONTROL REGULATIONS. CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED IN THE FORM OF AN ACTION 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION T PREVENT RUN-OFF GOLD SHEET INDEX BEACH MEDFORD PLAN TO DEQ PER THE 1200 C PERMIT. FROM REACHING DISCHARGE POINTS. o KLAMATH FALLS LAKEVIEW EROS ION CONTROL PLANS 8. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMP's MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING, PLASTIC 15. COVER CATCH BASINS, MANHOLES, AND OTHER POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. U SHEETING, MULCHING, OR OTHER APPROVED MEASURES. a CE-01 EROSION AND SEDIMENT CONTROL COVER SHEET I- - _ CE-02 EROSION CONTROL PLAN 9. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD. a CE-03 EROSION CONTROL DETAILS 1 o CO w VICINITY MAP CE-04 EROSION CONTROL DETAILS 2 i O (DI NOT TO SCALE NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED m PROJECT LOCATION: PROPERTY DESCRIPTION: TIME TABLE: 16060 SW 85TH AVE TAX LOTS 251138000600 ---1,_ TIGARD LOCATED IN THE • CLEARING (DATES, FROM & TO: APRIL 2019 - JULY 2019) D_ to WASHINGTON NORTHWEST 1/4 OF SECTION 13, TOWNSHIP 2 SOUTH, • EXCAVATION (DATES, FROM & TO: APRIL 2019 - JULY 2019) COUNTY, OREGON RANGE 1 WEST, WILLAMETTE MERIDIAN, WASHINGTON • STRUCTURES (DATES, FROM & TO: JUNE 2019 - AUG 2019) LATITUDE = 45 24', LONGITUDE = 122 45' COUNTY, OREGON • UTILITIES AND SITE WORK (DATES, FROM & TO: JUNE 2019 - AUG 2019) • FINAL GRADING (DATES, FROM & TO: JULY 2019 - NOV 2019) co 0 Ti ATTENTION EXCAVATORS: o OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE cLE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH n IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN s COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE '�� I ROFfss CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, a ") -44 5 756B9PE /C.7 � 2 o BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. "ro >, 4 D .S to ae LLL OREGON "3 � DRN: NS ORIG MAY 2018 111 c% PROJ NAME: SHEET TITLE, SHEET: 3 OF. 32DWG#: 42 6 DATE: 1. DURHAM AWWTF EROSION AND SEDIMENT CONTROL 4. ''''' '/°N ' . -0 .• 0 03- DSN: DK DWG#: PLOT: 4/11/19 '9F( TAKEO�Q� THIS BAR IS ONE INCH CLeanWater Services TPS BUILDING COVER SHEET CE-01 a. CHK: - CAD FILE# 6788.20-DM-ESC.DW WHEN DRAWING IS FULLOur commitment is clear. LANDSCAPE AND IRRIGATION PLC#: EXPIRES: 06-30-2019 SCALE. PROJECT o APPD: - SCALE: NTS DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 GWS 6788.20 REV# DATE DRN APPD PROJ#: ENGR STAMP: Ii GENERAL NOTES d 180 • r}� �10 INLET PROTECTION 1u;�� - 0[(%1,11% \SEE DETAIL 3 SHEET cz___----\„.„ c------------ /- v C� a "• \ E-04 _ irl - 'rt'. .... `rt```-'. _,.., , __...... 17 5 AP ... ....; n , ____. itkii. _______\,_:.. II 4 4. ... /// ` <> SHEET KEYNOTES ,................ :7, ..1, .... ot \ ` ^ �•� L", --� 1 . ALL EROSION CONTROL MEASURES Q • I 175- SHALL BE INSTALLED PRIOR TO ANY . \ \ , �, DEMOLITION OR SITE WORK. " � ' r�. �� `4. 2. ALL EROSION CONTROL TO BE X ! II. idyll��U°� �� 11!1 \ MAINTAINED THROUGHOUT INLET PROTECTION �` , �e ` A' �uiiiiu�p: . ur4/ SEE DETAIL 3 SHEET ♦ • ° , W.,17�.'" �E- 4 illi �♦ �, ��v"..,,,,�� ° • �.�.,� ......ii,.,,,,�,,, , ��.'' �s ' \ DURATION OF THE PROJECT. 1C 04 ki i ` /////��_t� \` �4 o . .s; '. '�f0�,.r,,,..w,,,...,.... 3. ALL EROSION CONTROL TO BE 71��_ I saw , •!lb.-7-- • A. '• 0 a .:4 ,1" ' 1J •, a REMOVED AFTER FINAL APPROVAL 10 r / I°O ••...;,,,,.« �� 7 OF THE PROJECT. Alt ... ., ,. . . . ........ , 0.......... . . .. .. III se r �- Jfr r � 111111111111 . � — — L\ ....... ‘0,... . . ............ . iiu,,,,rre� 4; a` .......:::..• l� vp 4el ° ° • . INLET PROTECTION 1 \ ------- \ SEE DETAIL 3 SHEET Oh \ .: . (1) ___--- IV \ Ill I/ \ IOW "MI aft 7 OM 4 al \ \ ( ( / S-1-17' I '....Z....,. tAIP . \ . 0.01011:..1400004 .. • . • . . .t.. . . \or I li Li) I'1 / STRAW WATTLES, / 1 ' / /j / •• • ! TYP. / \'' \ INLET PROTECTION li yr:4 W,. • ,,�. ° ;� SEE DETAIL 3 SHEET WORK LIMITS x , / 0 itil // . INLET PROTECTION 11 ' / / %� SEE DETAIL 3 SHEET r •. — I I / . /. / CE-0/4/,„44e.............. .. ... r' / to / • � .' ( .-_-_--, \ . .-. ., ill � � �• ---� �o \=5; / c;' " = i . , ss N----A1(3 S // .74011:. .. -. .,....17.... . 4 � • f = 1 N----A �O sn S C -' STRAW WATTLES // ��iiii� s`• r ! ,�o 1 SEE DETAIL 2 \ / _ I S SHEET CE-03 _ \\ // - - I �.�A�SS — _ _ TEMPORARY _ r IA �-- w CONSTRUCTIONi SS w I i �� / o ENTRANCE I ISOIII IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII " 1111 •••• ; _.,_,__7:1:_.,11:11:0101 !!IIlIIIIIIIIIIIII� • X N3 xi N ° 1 NM 'Milli / W A 0, o IFi TIRE WASH �' ssI \\ 11 STRAW WATTLES ��C LEGEND co -, 0, .I SEE DETAIL 1 , ' SEE DETAIL 2 SHEET / =`il •''-�f ' ' ` 'J. 1 SHEET CE-03 ' �� , �� `� I CE-03 7) Nii C\I I ' 411i '' 4.. - . . , �� -1 pf Tl 00 co I SS � z TYPE 4 CATCH BASIN iii o INLET PROTECTION0 io SEE DETAIL 3 SHEET ' b.__ SS �� z 1 - • 171.92i - - �, 1 INLET PROTECTION CE-04 _ � - �2" IE 166.67 'ii—r II DETAIL 3 SHEET CE-04 —kr ma 1 ii 1, 7111411111111110.___j"---71___v j ' ' i. . , , QQNz - r INLET PROTECTION l"111". --. . _ , - N. , ago SEE DETAIL 3 SHEET '� % Iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii€Iiiiiiiiiillllllllllllilliii i STRAW WATTLES Y CD ® ( CE-04 " , / N WORK LIMITS 0_ • — N m1 r-= fri — m_ le, / , Iiit\fla e ICIV 11, • -------------- ,,,.,,,, r _______77/. lii \ !v 00 N. II II v O I_ E d L 7 Q W U LL G ESC PLAN `% \c- FFss c S a O _NG1NE,R �a mSCALE: 1" = 20' 75sasPE efacame DRN: NS oRIG MAY 2018 OREGON U PROJ NAME: SHEET TITLE: SHEET: 4 OF: 32 DWG#: D S � N- I-6, �2 7. DATE: 1.1.11 DURHAM AWWTF EROSION AND SEDIMENT CONTROL �G�� zo�`� 3 m DSN: DK DWG#: THIS BAR IS ONE INCH TPS BUILDING SITE PLAN PLOTT : 4126119 �y9F� TAK a,o�P� CleanWater Services CE-02 CHK: - CAD FILE 6788.20-DM-ESC.DW WHEN DRAWING IS FULL LANDSCAPE AND IRRIGATION SCALE. Our commitment is clear. PLC : EXPIRES: 06-30-2019 <i) APPD: - SCALE: NTS DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 9379 PROJECT PIA�J#: 6788.20 ENGR STAMP: REV# DATE DRN APPD CORRUGATED STEEL PANELS FOR FURTHER INFORMATION FILTER FABRIC ON DESIGN CRITERIA SEE CRUSHED AGGREGATE GREATER THAN CHAPTER 4 OF CLEAN WATER 3 IN. BUT SMALLER THAN 6 IN. ORIGINAL SERVICES EROSION PREVENTION GRADE AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. _ 4 \` j\\\/ �� àt! •� /o= �� <740A _� ,��•�!•�•74. 0 ,, r\\\ \ \�\\v_ rot, . : , : \\ \,\\\,, „� - — ; �% � \ \moi\�\\\ \ Oh . 12 IN. MINIMUM UNLESS OTHERWISE \\\ g�Op SPECIFIED BY A SOILS ENGINEER .41/•''''ulisse 07--- WO STAKE PLACE WATTLES ALONG SLOPE CONTOURS. SECTION A-A PROFILE NOT TO SCALE NOT TO SCALE FILTER FABRIC C CRUSHED AGGREGATE GREATER THAN \ 3 IN. BUT SMALLER THAN 6 IN. ORIGINAL / \ GRADE WHEAT STRAW, RYE ---•64.4.---- _ GRASS STRAW, -!�i;)` q�' �� • \--414::_k0=\\\=, STAGGER COCONUT OR \ y �.:9[9710 �Q��e�a �� ----0,--- JOINTS EXCELSIOR WATTLES ,----\--\ \______-_____' • . \\�%�\ \ ' ^� ' .` \Vii``% \\�\ \_ 12 IN. MINIMUM UNLESS OTHERWISE - o SPECIFIED BY A SOILS ENGINEER o i/ 0 / V SECTION B-B ❑ ❑ SECTION NOT TO SCALE _° NOT TO SCALE DITCH TO CARRY RUNOFF ❑ STAKING SPACING TO A SEDIMENT TRAPPING ❑ 4' O.C. DEVICE --/'' -1 .- FLOW FLOW o -wig 0 -01114 / \-\C”G �P� ❑ fff MINIMUM 1' °. ' ® ,� OVERLAPPING NOTES: . '. ^ ° ON UPHILL WASH RACK ° A 0 ❑ SIDE 1. STAKING SPECIFICATIONS: ' a. 1"X2" WOODEN STAKES b. ADDITIONAL STAKES MAY BE INSTALLED ON • ..:. ..„. .4 . ..:• ° : . B DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR / • HIGHLY EROSIVE SOILS. -- • 0 2. SPACING IN ACCORDANCE WITH DETAIL 940. � . - , , . B ❑ 3. REMOVE ALL ROCKS, CLODS, VEGETATION OR OTHER _ OBSTRUCTIONS SO THAT THE INSTALLED WATTLES WILL HAVE DIRECT CONTACT WITH THE SOIL. o TYPICAL TIRE WASH WATER SUPPLY & HOSE PLAN VIEW fil 4. INSTALL THE WATTLES IN A 2" DEEP TRENCH, 3 NOT TO SCALE NOT TO SCALE INSURING THAT NO GAPS EXIST BETWEEN THE o SOIL AND THE BOTTOM OF THE WATTLE.. THE w FOR FURTHER INFORMATION ENDS OF ADJACENT WATTLES SHALL BE 2 ON DESIGN CRITERIA SEE NOTES: CHAPTER 4 OF CLEAN WATER OVERLAPPED 1 FT. MINIMUM TO PREVENT SERVICES EROSION PREVENTION SEDIMENT PASSING THROUGH THE FIELD JOINT. co co co 1. MANY DESIGNS CAN BE FIELD FABRICATED DR AND SEDIMENT CONTROL PRE-FABRICATED UNITS MAY BE USED a PLANNING AND DESIGN MANUAL. a. F- 9 TIRE WASH N- co ST RAW WATTLES MANUAL HOSE WASH) C1eanWaIer Services C1eanWat Services E DRAWING NO. 865 REVISED 12-16 DRAWING NO. 880 REVISED 12-16 0 L 0 N N Y t to u. ri� TIRE WASH DETAIL 2 STRAW WATTLE DETAIL `° " SCALE: NTS SCALE: NTS �� N. GI FR oy 0 m 75689PE 9�„ U f° PROJ NAME: SHEET TITLE: SHEET: 5 OF: 32 DWG#: D"�"" "" 'Se w DRN: N S DATE: MAY 2018 aRe�oN • DURHAM AWWTF EROSION AND SEDIMENT CONTROL ✓GN o^ti Q. 1 DSN: DK DWG#: PLOT 4/26/19 _ 0y F 07, ' Pt THIS BAR IS ONE INCH CleanWater Services TPS BUILDING DETAILS 1 DATE: CE-03 ,� qF� raKEo�� WHEN DRAWING IS FULL LANDSCAPE AND IRRIGATION PLC ( EXPIRES: 06-30-20191 v CHK: CAD FILE#: 6788.20-DM-ESC.DW � Our commitment is clear. _ SCALE. 6 a APPD: - SCALE: NTS DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROJECT CWS 6788.20 a REV# DATE DRN APPD 9 PROD#: ENGR STAMP: MAY BE USED SHORT TERM u W/ UTILITY WORK AND W/ PHASING OF DEVELOPMENTS •1111 f.�UlilE HH l��- ir::ii�i \ -��=o_ri�.i`W. 11l11' �f.fsE._..au t7�I3--��I�� :-'1 ,u.,• M E Heel,.�u% SiINI �� '�V1�Iw i /ori�101 411111 I 11 �I�q'I i_'VII !Itll'i E .elle_\ / ,II .FLOW ;,..ri ,,men,' lln�.w•1��n� i ul1 ,j u„ I P) ____._ . „ i 11,... -t,...ING•am ..==r=.:,n� , �C.....„1,,,,..,,,s, ■/111 _,� . II1� .,..---= =_•11EItl ile ,��.�r.�..y„ IIIIIJJIVIII . lu.fer � � 111t riiii7iGi.�=�� +��"�ii�7ii�1��`� �nr.r�1�G�-� --1 1rffs a ---) ikudaljel4sglari e ��il♦ �gini' 1i errnft awining t/1I -...0 60" (TYP) v— AREA DRAIN CATCH BASIN 11IfIVII1 , 11p110 FLOW ' if- iOMIR kg nirtt ‘, 4144 limit"�::alorii .i 'i': �-0141. . i:iii:Q•::�� 11.1... ss mii;: �� l\Ini liuu. %�1NFu �,. 1� 11�.'1. 1 UI �I uri :i�rf1% i �tt� ' �� %I�Iij 1111 !iuiiu_, ..z v• . +'11iii�e��riiM1�i1m11'wM■ �!�h'1➢ (1 \1110111311 -.--■ ; pe g-` � Illl.vaiu° • d o gi=1 _.- iii ri ftwali lVigri a1 y■��Itilti FLOW ' DITCH BOTTOM �----1 �l eitt) LO 411, . -41110 m a '111111111 1 l II1r1I1111ui1- y C- iR:. l n�usta C� ii�;5 :l, 11,. C ;:: r_r s� I 1111111111 o • •od ° < • II IfII11��11111i —1— A V - . a• - D. iiiiiiiF DITCH INLET PLAN VIEW ;;;;,;iii 111 d , 11H% lateprolosi 6” overlap of bags. NOTES: 1 . ADDITIONAL MEASURES MUST BE CONSIDERED DEPENDING ON SOIL TYPES. 2. BIO— FILTER BAGS SHOULD BE STAKED WHERE APPLICABLE USING (2) 1 "x2" WOODEN STAKES OR APPROVED EQUAL PER BAG. " FOR FURTHER INFORMATION 3. WHEN USING 30BIO 0—BAGS TO ith ON DESIGN CRITERIA SEE PROTECT A CATCH BASIN YOU MUST CHAPTER 4 OF CLEAN WATER 3 HAVE 4 BAGS AND THEY SHALL BE SERVICES EROSION PREVENTION W OVERLAPPED BY 6». AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 0 0 N. vs CL \ H PRO HC 0 \ CL P H4 OeanWater \ Services N- 9 0 DRAWING NO. 915 REVISED 12-16 N y U d O a E 0 to � C oPR0,c m �CJ�` �NG I NEER ss� Fo (3- INLET PROTECTION TYPE 4 0444 75689PE 9 SCALE: NTS co IL m 7,i9ital Si atone C OREGON 3 N DRN: NS ORIG MAY 2018 PROJ NAME: SHEET TITLE: SHEET: 6 OF: 32 DWG#: vG o�ti m 6 DATE: or"0 re - --� DURHAM AWWTF EROSION AND SEDIMENT CONTROL Q a; DSN: DK DWG#: �� 0 7, 2 P� _ �;_ THIS BAR IS ONE INCH TPS BUILDING DETAILS 2 PLOT: 4/11/19 _ ✓ y9F� TAKEO\— ��.. CHK: _ WHEN DRAWING IS FULL CleanWater Services CE 04 � Cr-� CAD FILE#: 6788.20 DM-ESC.DW � SCALE. Our commitment is clear. LANDSCAPE AND IRRIGATION PLC#: I EXPIRES: 06-30-2019 I y RAPPD: — SCALE: NTS DESCRIPTION 2550 SW Hillsboro H Hillsboro, Oregon 97123-9379 PROJECT PRoJ#: 6788.20 ENGR STAMP: a REV# DATE DRN APPD 1 1 GENERAL NOTES • DURHAM ROAD 1. WHERE SHOWN, CONTRACTOR TO REMOVE CONCRETE, WOOD, RE-BAR, AND BASE ROCK TO NATIVE SOIL. 0 2. PROTECT EXISTING IRRIGATION AND • SITE STRUCTURES NOT MARKED . . 4. - a FOR DEMOLITION. r- r: - ..,.. �;. .1.:. W. - • • • , p . t fry.... . r�� __ — — - - - - � �• _ . �, -..-_—: _ ,�, �v � � 3. CONTRACTOR TO RESTORE ALL AREAS DAMAGED BY • CONSTRUCTION TO PRE-EXISTING 1 CONDITIONS. I r, r-�-- 4. REMOVE TREES AND VEGETATION o y, r ►-. � AS SHOWN. • p 04411464 4►' 1� 5. DEMOLITION INCLUDES FULL I • G t--5 A P . ± \ 7.. 44 REMOVAL OF OLD FOUNTAIN EDGES. 0 30' 60' 0 .• • ,': �• ..; �' — — — A • W13 SEE DETAIL 2 ON SHEET D-05. 10 — — — - �"�' • - - __• 11 j•� � � 2" 6. WHERE INDICATED, REMOVE OLD \ ,,� Z'' �� (7 1iIRRIGATION COMPONENTS AND • _,T� C AM •&.•&. W14 , / REPLACE WITH NEW SYSTEM. r',D o ), . - r r_ �' 'f.' — — 7. AFTER DEMOLITION, CONTRACTOR f • - I S 'Ilk W12 TO PLACE 2" DEPTH OF COMPOST I aj I 1'• ' I � i ._� �:-Tj� OVER ALL EXPOSED SOILS. • . * ' 8. CONTRACTOR TO PROVIDE WATTLES • s , I TO ALL CATCH BASINS PRIOR TO XX lAriliMIP j6"4 x---x� X H5 I- 4 441101M. , I DEMOLITION. r l •I i�. •� Q s' -,�, ' 441 +fir g : J GENERAL NOTES \ I 1 . WHERE SHOWN, CONTRACTOR TO 1 \ p / TYP. PROVIDE 2 REMOVE CONCRETE, WOOD, RE-BAR, ❑ as 0 � °pW° �� PEATTLES AT EACH R DETAIL #3 ON CB D-05 AND BASE ROCK TO NATIVE SOIL. I Noy' -� SHEET CE-04 I 2. PROTECT EXISTING IRRIGATION AND p SITE STRUCTURES NOT MARKED 11 FOR DEMOLITION. ❑ < 41,* ° ill‘ ,�� • 3. CONTRACTOR TO RESTORE ALL o AREAS DAMAGED BY � � ap a I CONSTRUCTION TO PRE-EXISTING ( CONDITIONS. 01' 4. REMOVE TREES AND VEGETATION AREA 'I' REMOVE SPRINKLER HEADS. A AS SHOWN. 4 p p CLEAR AND GRUB EXISITING SHRUBS A TO 3" DEPTH. PROTECT EXISTING • b, \ ca TREES. ADD 2" DEPTH OF COMPOST 1 ® KEY NOTES b. . TO EXPOSED SOILS WHEN COMPLETED. ---- A . p ° ° /' 1. SALVAGE PICNIC TABLE AND (E) STORM DRAIN LINE 10" /� , p ❑ RELOCATE TO NEW LOCATION. i. \ p ' / ^ ° ,Th2. RESTORATION AND STAINING OF / a 4 ' PICNIC TABLE (DONE BY OTHERS). c� p /, • W W p r V U1 _x�x�'`"`"�X--x--� ° -- 1-1/2" SLEEVE FOR WIRES O �+ AREA 'H' AND 'J' • W �+ p AREA SPRINKLER ' , ° ° a REMOVE STEPPING ° � � STONES AND ROCK - W 0 /--) a H5 HEADS. PROTECT TREESI Z � .� 1 .5" A • � (BY OTHERS} f pA ❑ [� p ois a __ PROTECT VALVES j - REMOVE STEPPING p ° •� �~41/4 4 4 1 U X CUT CONCRETE AT XI ❑ STONES AND ROCK.: A p p - AL_1111Pp L 111101 1- 11)(1 WALKS AND ° � o . (BY OTHERS) ° EXISTING ° ❑ AMP I/ 1 0 1 BUILDINGS.' Q ° p ❑ `, O a , �� 1 1-cr...\ t p , I i T — I p 0p ° � X 14 p 0,11111,0' p _i�� a IIIPJ 1 II X 4 '� O ,p. _ a �� CD A,./‘ // ----- `41111‘ Vi% • ----- I ( ' \ \ 1- '..--- . /Ai Ar 41. ,, \• \ 14 :: O 0 , , 11111\0 IIIN A iii . 4.4P—• v., - {{ /,,,/ , x • / i / . O Ill. ------- 'Ametti. . a 0 I I / PROTECT POC VALVE \ ,-T..\ X 1 1 I . p ❑ p I , illik 4a - AREAE REMOVE SPRINKLER HEADS. �x \ Y ��• 0 a C CLEAR AND GRUB EXISITING SHRUBS •••••,,,,. • Vi TO 3" DEPTH. PROTECT EXISTING R / ' 117PROTECT VALVES 0 2" OF COMPOST x DEMOLISH RAISED � ❑ pTREES. ADD DEPTH r5( - PLANTER BED. SEE lik1TO EXPOSED SOILS WHEN COMPLETED. �X - A {, • \ a (B) (D) AND (F) ON SHEET D-06 . 4 cs •' ,�w�� '` X�'` / p ° REFERENCEA - a r �` �xr IV / FOR C � / ~ — / — ail - -\ V I , ❑ a • a REMOVE 2" IRRIGATION / 11 1 /' / \ \ b. SUB-MAIN LINE I r, 8 (BY OTHERS) Int 111PrA / / . ‘ 1:t 1 / 1 j \ \ ,, • , , . IV\ \ 408,• / 0 14/1h b......,....,.... ' ' AND 'K' , . „...A I "pi_ , (0 4 !Lc z.,__1;:_„.. ,,,, )1 rR MOVE SPRINKLER Ir. ■ -3 - / /' 1.5" \ � -L` AREA 'F' AND 'G' SEEAREA J / / / \ i� 1 7 SHEET D-03 FOR DETAILS HEADS. CLEAR AND GRUB . / \44.1t-4411 �� Q . .EXISTING SHRUBS AND TREES hedik /' , .� J -& 1 • TO 3 DEPTH. COVER AREA / �'� / /WITH 2" DEPTH OF COMPOST / l '.411�\ /' // \ �� aR'' . . , V-----02--'. AFTER FINAL GRADING. �' p o r ' \\ I. `, a Q H6 - 4 { \ a • @ REMOVE CONCRETE 1 .5" •� j 4 1\,/ i • *1��f,,�& (BY OTHERS) 09 1 0 0 I/- , K1,-;414 �r ,o I iis _� , �,4/ // ' /' a 111.14110.::$1: ii' 41` p a ��/ Ail 1 0_ lem, I cn ' / //�~rte ji Et) , ___, , / ' . .. a 114r: ,J ' / Q ..... r - : _ - li / / r.._ 1 <i? „<-.A1 . 4.-- r-ii.". • , , , b - ***. 4-"1, A b vp I ****, • ' i . °. , I r1 AIa,_in_CCA / ••• .4111 + _�c�--XIXx�x / r– • , , t/ Q / E K )(----)( / i AO - / i MI *� — MATCHLINE SEE SHEET D-04i DEMOLITION ENLARGED PLAN 1 OF 3 0 10' ROFFs II 0 1" = 10' 75689PE `�� ,sGINfiF_ �/Q _inn PROJ NAME: SHEET TITLE: SHEET: 8 OF: 32 DWG#: V Sa e o DRN: NS DATE: OCT 2015 . f/ PLOT4111119 % �- o, z , PQ r °R'G DURHAM AWWTF DEMOLITION OREGON o" `° DSN: DK DWG : a cx)7 THIS BAR 1S ONE INCH TPS BUILDING DATE: D-02 q �� 65 _ CleanWater Services F,, 1R KE010 1 CHK• DK WHEN DRAWING IS FULL LANDSCAPE & IRRIGATION ENLARGED PLAN 1 OF 3 PLC#: EXPIRES: 06-30-2019 CAO PILE 6788.20-DM-D.DWG Our commitment is clear. SCALE. PROJECT ai o APPD: SW SCALE: --- DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 CWS 6788.20 ENGR STAMP. REV# DATE DRN APPD PROJ#: 1 l _ GENERAL NOTES \ K'S , r�JU I I Iv •• 1 . WHERE SHOWN, CONTRACTOR TO W12 REMOVE CONCRETE, WOOD, RE-BAR,1 II 2„ AND BASE ROCK TO NATIVE SOIL. ---,.. X C CC r 4 ilk I 2. PROTECT EXISTING IRRIGATION AND 1 \ SITE STRUCTURES. 4 LI tilliP' /23 cr 3. CONTRACTOR TO RESTORE ALL / AREAS DAMAGED BY CONSTRUCTION TO PRE-EXISTING (E) STORM DRAIN LINE 10" CONDITIONS. "Jib. , ° 4. REMOVE TREES AND VEGETATION / X C -� AS SHOWN. 4 4 Q / / A 1/ 4 •"4 ---- ' _ __L...v / n Q 4 p 1 ----. • %P*W41411‘4110S4144pf — 4 . : . q 0 LN:NN X X CV 0 I 411% *it ❑ 1 ` \ Iallikillii AIIP .. q a Cs 4 a W b. ° Q 4 (n Q ' ' 4 Cr Q W 1 : • . . Ilip 4 N v 4 w, 4 -4 Q W q • ° AREA 'I' REMOVE SPRINKLER HEADS. 4 p Z 4 •• ' CLEAR AND GRUB EXISITING SHRUBS • 4 N 7 cr .... �a a J TO 3" DEPTH. PROTECT EXISTING U I TREES. ADD 2" DEPTH OF COMPOST WHEN COMPLETED. • 4 • 'Q 1 4 ../ • 1 _ 0 • 4•� N X " Q . 4 •i Ci . 4 Sp p 4 a / Q 4 • Ca p Cr p 4N 4 iii r p 4 D N 4 p 4 � Q . I . � q G bQ 4 4 © 4 ° 4� r Q • -- ..ti— i� ' - 4 ° 4 )1 • a 4\ 1-1/2'°StEEVE Q •fin ,t. Q n \ 4 • PROTECT VALVE frit .A `Yb�i b L ----V),-- 1 , G , . I St�I //ii, Q 4. ,„ , , , , Q \ .),...0° 4 ,,,,/i) iii....._____ _16. . , 4 ^ 4 Q '^ Q I �� J� 11 ..,r1• ,,,...„,,,,., p ` .i— -* 4 — �„ �. Q - - '— jl 0 `iv 3 _ I 1 1 1q Alp\ o j ift. . ,,...„„ ---,...,,,„ 1— 1 / W ' Q ` Q4 „� _ T. 4 AREA 'G' CLEAR AND GRUB EXISITING SHRUBS — - �'� N INCLUDkNG TREE STUMP TO 3" DEPTH. PROTECT / \.„..,,,, M W - �i� Q SPRINKLER HEADS. ADD 2" DEPTH o C) ' - . 3OF COMPOST TO EXPOSED SOILS 4 co W Q z 4 I WHEN COMPLETED. 11111 '') /o I ; REMOVE EXISTING I TREE STUMP ❑ Q o � �- 2 AREA 'F' REMOVE SPRINKLER HEADS. / 'c CLEAR AND GRUB EXISITING SHRUBS 1 TO 3" DEPTH. PROTECT EXISTING �cr / 41111L ,_ . TREES. ADD 2" DEPTH cdiv.tekt OF COMPOST TO EXPOSED SOILS / : 00 WHEN COMPLETED. \ 101111111111 /0.1 _ 09 t I .---' VA, i ' . -' ❑ DEMOLITION ENLARGED PLAN 2 OF 3 010' aFFss �. 1" - 10' lCO m 75689PE O� DC Si9weekezeie N ORIG PROD NAME: SHEET TITLE: SHEET: 9 OF: 32 DING#: OREGON DRN: NS DATE: OCT 2015 DURHAM AWWTF DEMOLITION �G o^rL g DSN: DK DWG#: PDL°E. 4111119 _ icy 01 .�Qv THIS BAR IS ONE INCH C1eanWater Services TPS BUILDING Q3 - 7-AKE0\o) CHK: DK CAD FILE# 6788.20-DM-D.DWG WHEN DRAWING IS FULL Our commitment is clear. LANDSCAPE & IRRIGATION ENLARGED PLAN 2 OF 3 PLC#: 6 SCALE. EXPIRES: 06-30-2019 o PROJECT APPD: SW SCALE: --- DESCRIPTION 2550 SW Hillsboro Hw . Hillsboro, Ore on 97123-9379 CWs 6788.20 iL a REV# DATE DRN APPD Y 9 PROJ#: ENGR STAMP: _ _ .0 - _ _ _ ' . _ _ L •. - - - - ,... - ----,, MATCHLINE EE ,�HEET D-Q2 _ - _ . _ _ _ _ - _ _ GENERAL NOTES PROTECT VALVES K I �,\� �� kir/ O a p a ,/ 1 . WHERE SHOWN, CONTRACTOR TO jx / 4 r� �� AND BASE ROCK TO NREMOVE CONCRETE, ATIVE WOOD, 1 +. / 1 a 1 x / AREA C REMOVE SPRINKLERS. --'-' \ kN..___ • / / HEADS. CLEAR AND GRUB a • \ REMOVE SIDEWALK, i 2. PROTECT EXISTING IRRIGATION AND I _ - _ /1/// // // EXISTING SHRUBS TD 3" DEPTH. 4 ° p • CUT CONCRETE AT SITE STRUCTURES NOT MARKED / / COVER AREA WITH 2" DEPTH �-, , EXISTING WALK. FOR DEMOLITION. } PROTECT ix 0 R // OF COMPOST AFTER t . a (BY OTHERS) 3. CONTRACTOR TO RESTORE ALL VALVES / _ FINAL GRADING. • 4 AREAS DAMAGED BY X W10 1 'WtV.: 7\7._ rM *a./ CONSTRUCTION TO PRE-EXISTING \ ' ' • �_.-- x a �y r CONDITIONS, i. X �� D - / f ,� , / 1 1 4. REMOVE TREES AND VEGETATION x i � b �� AREA D REMOVE EXISTING \ 1 x / A SPRINKLER HEADS. SOIL 3 AS SHOWN. ,' 1�� JxJ I / A A .A SHALL BE (3I-ZAUhU ALONG D-05 Mai x / N A . a THE WALL PER I alP -- I ',, 1 4 DETAIL 03 SHEET D-05. I jci / p "�. i • ., • COVER EXPOSED x / p c ° SOILS W5 x ' / a ` ° • WITH 2" OF COMPOST A , , _ 11, I — • ` ° AFTER FINAL GRADING.• rir AREA J REMOVE SIDEWALK, , i . '�1� RETAINING 4X4 BOARDS • -' /--my AS SHOWN. CUT CONCRETE AT _ . // Q 4 L. • A + i A AND & zo A -b 411411 /- EXISTING WALKS / BUILDINGS. J" ! .4 • I� o • r. `kik Y.„--1,1---- -----)„.....„,--- / CryS9 V a chi6 �� ®i i a 04,0 iivi / ° a • A W,:t z j : R' / PROTECT VALVES AND // / EZZ-- �� ° WIRE SPLICES. � aa � � �� iW1 /�If FPIII • `.. . j '� 4„ - as R 414114) i 7111‘ ''..AREA A REMOVE a �� ,LIGHT AFTER POWER 41111 ////////// II HAS BEEN ISOLATED /// 4 ° 1 ', a 4611b t' ' __) _. \' p L: \ BY OTHERS. / ato i a C. i \ / \ AREA 'B' REMOVE EXISTING \ / ° •a a' ° a p a 1 4X4 LANDSCAPE \ /// ° ° TIMBERS AS SHOWN / e- a ° AND LIGHT POST. \14° ° 4 / ai° 4 (BY OTHERS) ` /4 \ / J/ ° -I 1 x_x x 14 I u(---x--x ,, x---7,.( a\\ / I / / ,41° a I k \ / xi / e !_____Iow4it_ " ; 'k tis W 4-- / / . --- TEMPORARY ACCESS I FOR DEMOLITION WORK -) 1-- ;se IRR - i--- IRR • IRI IF* I-" — IRR 7 / G G 0 illG '��y•�� G k G G G p x/ /"�v L 1 I �� - �`+ 1 I k , \� _� �x�x�x!"x X PROTECT LIGHT is-it, N \+ k �x--x-rx--x I POST 4� 7 . ` - x� �x "�x�C x JUNCTION BOX ji \k x� 1 CD3 .. v 1 -FVV Fri 7 ��'""- ~ y�'J WI! 10x/ t TEMPORARY CONSTRUCTION 1,1 , iiir FENCING TO PROTECT TREES AND o ill `�1 CD Z X r VALVES. SEE DETAIL 4 ONa:i 00 1' '` SHEET D-05 (BY OTHERS) 1 1- ...„(sL)‘;/ . ( 1 0, Z ( ) Q4 r-. 0 CSI N — \ ' r � �J O 4�, V 1c . I U O � � C O 1 - - ` O �OU� I 1 ,, .' A u) �' - -- Fri fir ,,i...f.g,I - .N. ' -- s— x 1 41 x CV et S• ° 1 � ix _x__x__ _x__x _ _ x__x r I 1- / t. �X--x x x x x- + C I , \ I I n I A _ E Ito \ 1 .fum BE \ mi im I \ // X k kS 111i 1 \ I iV i -E DEMOLITION ENLARGED PLAN 3 OF 3 °,_,.�„10' RoFF CO, 410 11 4 5 5, CD . 1 = 1 a �5 �N�I N�FR rn �� 77p5689PE �"•1 DRN: NS ORIG OCT 2015 PROJ NAME: SHEET TITLE: SHEET: 1 0 OF: 32 DWG#: � "`OREGON a�u�te OREGON Cil m DATE: DURHAM AWWTF DEMOLITION PLOT �G, �GNe 07 20~� �� Q a, DSN: DK DWG#: 4111/19 D-04 45 �P U Eli T THIS BAR IS ONE INCH CleanWater Services TPS BUILDING DATE: qE� raKEo�o� CHK: DK CAD F/LI=#: 6785.20-DM-D.DWG WHEN DRAWING IS FULL t SCALE. our commitment is clear. LANDSCAPE & IRRIGATION ENLARGED PLAN 3 OF 3 PLC#: EXPIRES: 06-30-20191 o APPD: SW SCALE: --- PROJECT CWS 6788.20 u_ o REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROD#: ENGR STAMP ■ I e (E) SIDEWALK TO BE DEMO'D SEE D-01 \ 4 FINISH GRADE / OF NEW RAIN KV////7///(//'%+ GARDEN. t — t . I REMOVE ENTIRE FOUNTAIN EDGE CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA. SEE ...- TREE TREE PRESERVATION PLAN FOR FENCE ALIGNMENT. , 2 OLD FOUNTAIN DEMO DTL _ D-01 SCALE: 1:20 `igori� 1 JI:crie ., —- i hilf-EN cm. tEly.2\ TREE PROTECTION FENCE: HIGH DENSITY 8.5" X 11" �� a� ' POLYETHYLENE FENCING SIGN LAMINATED IN % `�4�7- R� ►iii, ..• �`s - — , - WITH 3.5" X 1.5" PLASTIC SPACED ,� 5 OPENINGS; COLOR- EVERY 50' ALONG . 4 N / ► w1 d� liF �� T �• ORANGE. STEEL POSTS THE FENCE. r 1' 41 , i> 7 INSTALLED AT 8' O.C. ig' ;V,, '� `S' t k�`'" y . � 4 - 2" X 6' STEEL POSTS OR APPROVED EQUAL. NEW WOOD SLATS , - ,_,� . , J'L. .- I _ _ 1. . , , 5" (BY OTHERS) 11 .■....\........................ ..\............. THICK DEMOLITION (E) CYCLONE FENCE• ra\rf -IHIII rat \.frnNf.■ tf■taN■rat.■ratN.atNr.t1■raNfrl ■■.■. KEEP OUT ■■■■■■■■�■ wl�.■■.�...■■�■■■■■■■■■..■■■■■..n■■■.■■■■.■� LAYER OF MULCH. ata�a tarafN fta.afYlr•ft. Mar,rta fta�rtaru\ata■1 (BY OTHERS) _ TREE =N.t. ..alai..=.. ..Nt..\.t.r.=t..t.MInar\=Na.� !Cm ■\ata.\ataa nam.wrraNata�taN.ra\aar.4NraNahNafataarat n _ 1111,111% aN■ratr.n r.111.1 r rat.rata.nes■ranva=111HI r.raN•rat rr r■■t■r■re•■■ t/■simati •■■■r•■■■■ils_ _ _ sim■■��m■■■t■■■.so MOO ROTECTION Np�Nti�i�"""'�:: ��NI.rNNrNtwNHt\Ir.:C;:�::: ACID WASH TO REMOVE WM AREA '*`ta'\'n' a' 'a*�+` �aiaHa�■n"ri�ii't/■H��H1��N\ice MAINTAIN EXISTING rat/■ raNfn\in ■rat�■n ■w .■■t.a■sl!■■ ■rw■ rt■rr■rl■■■■allieV■■■r■■■■r■■t■■■■IWair� GRADE WITH THE TREE (E) 8" STEM WALL DIRT AND MOSS FROM I�rrNN■N�raNN\HtaNN�� 4asiNn 11C.':�::�' , .�� , • _ ■• PROTECTION FENCE EXPOSED WALL Ir — � , ,,;a_ „ . ,,, i�� r� .r.�.■..... _ �;� �,� �;� SURFACES. �� f� J ) P' `� ' ` UNLESS OTHERWISE A -�.c �` �". � �,Wil' �'� 7! (BY OTHERS) t% -400•P" � INDICATED ON THE • 11 ,-<- PLANS. O -.\ , ,IN`I _ ' �—REMOVE EXCESS DIRT "A V Y , 1 _ ; r . _ ` AND USE AS BACKFILL IF NOTES: i I ACCEPTABLE MATERIAL. 1. NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED ARBORIST. (E) SIDEWALK 3" i 2. NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING . INCLUDING DURING FENCE INSTALLATION AND REMOVAL. \ \ / I • • . - . ' I I I I I I V) 9 0 m o) 3 STEM WALL GRADING DTL 4 TREE PROTECTION ❑ o D-04 SCALE: 1:20 D-04 SCALE: NTS 0 Cl co co CO Y if NOTES: w 1. GRADING TO BE DONE BY LANDSCAPE CONTRACTOR. 17 2. PRESSURE WASHING TO BE DONE BY OTHERS PRIOR TO N. PLANTING. COPs 3. EXCESS SOILS TO BE MOVED WITHOUT TRACKING ON O SIDEWALKS AND ROADWAYS. 44. COVER ALL EXPOSED SOILS WITH 2" COMPOST. c9 5. PROTECT EXISTING TREES TO REMAIN •o L 0 E a cs Lzc �,,0 P ROFFs W ta •at.., sp1G t NEER `�0 A # o • > 444 75689PE r U E Di91a1 S4ffitta'ze 3 Cl DRN: NS ORIG JANUARY 2018 PROJ NAME: SHEET TITLE: SHEET: 1 1 OF: 32 DWG#: OREGON 0 03 DSN: DK DWG#: �+ I DURHAM AWWTF DEMOLITION VGroF z�^� �� v THIS BAR IS ONE INCH TPS BUILDING DETAILS DATE: 4/11/19 cygFl TAKEO��`��P TPS Services PLC#: D-05 CHK: - CAD FILE#: 6788.20-DM-D.DWG WHEN DRAWING IS FULL Our commitment is clear. LANDSCAPE & IRRIGATION I EXPIRES: 06-30-20191 SCALE. AAPPD: - SCALE: NTS PROJECT Cws 6788.20 4. REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROD#: ENGR STAMP: • .. _ _. _ _ - - _ - _„s. - - _ ... ....„ . , • " rl H � ;•AI VIl.4 EL. 92 T.V'!, r }� t✓L. I ,�I r ,. ";� _ . . ........ 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APPROXIMATELY ONE HALF SCALE � ..- , I _0' , *MA f'„dI 41� !•-:•407-T -70 sf , na• m 1 '9 PROJ NAME: SHEET TITLE: SHEET: 1 2 OF: 32 DWG#: .n11N� m o DRN: NS aA JANUARY 201$ V" DURHAM AWWTF DEMOLITION RD 0R m PLOT 4/11/19 REGL pED FOQ L� DSN: DG DWG#: THIS BAR 1S ONE INCH TPS BUILDING WATER FEATURE & SITE DATE: D-06 ANG NGE I = _ _ _ WHEN DRAWING IS FULL C1eanWater ServicesIRRIGATION EXISTING CONDITIONS PLC#: EF, t"E � v CHK: CAD FILE#: $7$$.20 DM D.DWG Our commitment is clear. LANDSCAPE & �► 6 SCALE. o APPD: - SCALE: NTS PROJECT REFERENCE DETAIL Cws 6788.20 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROD#: ENGR STAMP: 11 CL 2 1 . . 1 GENERAL NOTES 4:i 1 DIRECTION, OWSHOW GENERAL DRAINAGE RHA MROA 2. PROTECT EXISTING IRRIGATION AND OS S SITE STRUCTURES DURING • CONSTRUCTION. s 3 ALL 40 G_ - T _, - `.YHA. - - --- — AREAS DAMAGED DURING � CONTRACTOR TO RESTORE —— ,rte•• - CONSTRUCTION TO PRE-EXISTING CONDITIONS. r 4. NEW SIDEWALKS TO MATCH ;firEXISTING GRADES AND SLOPES. 1 , , I (2) NEW RETAINING 5. CONTRACTOR TO MAINTAIN ALL - Ir; • OQ ., � ` .,_ 1A WALLS BONSTRUCIO-FILTERTIONAGS DURING G ,� r• -' • 0 30' 60' n ' • ;''. _#�V 6. DONE BY OTHERS: NEW DRAIN PIPES o I110 I ... .. aI ,. -- ♦` I A AND CONNECTIONS TO CATCH �� ♦ + , �44.1 �� W14 BASINS; IROUGH GRADE IM ORT OF TOP SOF OINEW ♦ — ,.,,. — — — — — o • ♦ L. ��+ ,�— 7� 44" 2" _ , % . NEW SIDEWALK ♦ \ i �--v. 7. IN-CONTRACT: SIDEWALKS; FINE I u j . . C Q 2 C GRADE OF ALL AREAS; RETAINING WITH SLEEVES ♦ k c �` ♦ ` WALLS; DRY CREEK BED; SHOULDER p 1 L NEW SHOULDER DRAIN ♦ DRAIN; SLEEVES. I • • . TO DAYLIGHT TO DRY �, �,�. NEW SHOULDER ♦♦� ♦` Air ICC NEW SIDEWALK s Ii DRAIN ROCK • •` I WITH SLEEVES CREEK ¢ . Y. , 411 DRAIN -1'�Iiimi •� I CI: Z . • % WI PIPE --•:•,_--",•:::„. .�� 7114:-:' _ • ASSHOWN NEW 4" IRRIGATION N SLEEVE S O -. G O ** NEW DR ♦` _ s CREEK BE i . ,ice I 7•117.40 „ ,,,411,4/0:: � ♦ ' V; 4” DRAT / I Lic) ti,-;41 1 , ,..„ 1100:440 onr .,.'• s 4411, • PIPE I �, r� � � NEW SHOULDER DRAIN ROCK AS SHOWN `ti _ ;_ 111111k ..,. .Oirri r __ _ ...' . :. _ - .. ,. — ----- --. `` _ �—O3 1 7 - i '' -- .....,..... , _ _ , , • _ _ ...„, .,„„ , , \/ _ I WORK AREA „.., . . :1!!r � _ . �j • 'e • ' �I: • t,l I BOUNDARY I CO / L !' aP _ u .. • > , i�.�.�.�.��.�.�. v. ��.`�., NEW RAIN GARDEN / 1, / / 4 I ♦��♦ SWALE, WITH NEW CB +- ., tir Ilr STAGING AREA AND PIPE PLUMBED y / ��♦��4 I INTO EXISTING CATCH BASIN i, Vilk jI .� .�........................ SEE DET 2/C-05 * fiv . 4 I IAt•. ' : I A . I ;TO / I.\ _ .._ 4,7 • ., 4, . . s/ f _ 4... , .... , .......... ... ..- ....fts 4 1p . . .-: . . r./ )4s...17 ..... .... ,.. / 0. ♦� I► I 41a. _40 • .... oet: I J I 1 + • 1 ria WORK AREA / y BOUNDARY,. C !04 - . . . ./ ..- • 6-, oi 'fi! r • / -..... . ' --.. .. . • p*AiFf ' c ' I -` lir 411 / * . -. • ' .7 ..• L'•'. , / —J _ "_\ TEMPORARY / 1 �� - ,__ _w `Jr°-`• •• ' / /� CONSTRUCTION NEW CONCRETE PAD 'VP - / I AROUND CHARGING G f G -•� —ENTRANCE — — — — — � — —11,_ .1I STATION .. ... , 4 I Eil . ''? FW _,...-- a' -. VI 41144.1 eci i 14 �i -*-ar • 4 I ' . 1 ------------- 3 _ ;� '4 4 A '-. I 1 A I -"-----________ U �. I f i � o \\ , 41.11/21 . iIII LI 0. H ) 7 \ ti to cii o . II 7 • a l ' r Ale / •to •• "i .rte / --i - :,-<I L6 II CIVILSITE PLAN ii689 \ 1" = 30' PE - - - Diyita�' Si ynae PRDJ NAME: SHEET TITLE SHEET: 1 3 OF: 32 Li? DRN. NS BRIG OCT 2015 DwG# pREGpN w DATE: DURHAM AWWTF CIVIL PLOT �LNE p�. 2�� o DSN: DWG#: 4111119 'S' °' DK THIS BAR IS ONE INCH CleanWater Services TPS BUILDING DATE: C-01 �``, TAKEO - CHK: DK CAD FILE#: 6788.20-DM-C.DWG WHEN DRAWING IS FULL our commitment is clear. LANDSCAPE & IRRIGATION SITE PLAN PLC#: EXPIRES: 06-30-20191 SCALE. a PROJECT CWS 6788.20 hi o APPD: SW SCALE: --- REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PRDJ#: ENGR STAMP: GENERAL NOTES 1 . ARROWS SHOW GENERAL DRAINAGE DIRECTION. 2. PROTECT EXISTING IRRIGATION AND SITE STRUCTURES DURING CONSTRUCTION. 3. CONTRACTOR TO RESTORE ALL AREAS DAMAGED DURING I CONSTRUCTION TO PRE-EXISTING i CONDITIONS. -----..\ 4. NEW SIDEWALKS TO MATCH EXISTING GRADES AND SLOPES. • �- I 5. CONTRACTOR TO MAINTAIN ALL iNft4. alI BIO-FILTER BAGS DURING a � �` \ CONSTRUCTION. 1 . 0 SHEET KEYNOTES A . b, ° I 1 . 4' DRAIN PIPE TO BE BORED UNDER C. ° EXISTING SIDEWALK. h ° a p ° ° 4 p . ' v 2. PROVIDE MINIMUM 2% SLOPE ON ° p ° A \ I NEW DRAIN PIPE. a A `� _. t. ` 3. PROVIDE SOCK OR FILTER FABRIC ° A ON END OF DRAIN PIPE TO I. ■�� PREVENT ROCK AND DEBRIS FROM -,....... ..410)01111Fy Lr 4 o 1 .. °p p ° l ..� x`•0000 ♦♦' ENTERING PIPE. iik • • • 4 44 dill A . b . 0000 r t 4 u •♦4 111•414 NEW 4" IRRIGATION SLEEVE AS SHOWN O ♦ - 4♦ °p ♦ 4 ♦ I Lvvy Inoue ,xtu ' NEW SHOULDER DRAIN ROCK AS SHOWN 111 ° I CO Ma ♦ ♦♦ o '\ 4• 404 Li.' I =• \\N". '^p . • , p 4 vJ° s p°I \1UJ rwr^^ A vJ p w 4 Z ° o4/\101 \ilk A INSTALL 4X4' WIDE R I = — / . p SIDEWALK SEE DETAIL I 0 ° Zili:1117.44r #5 ON SHEET C-05. Q 1-1/2" SLEEVE FOR WIRES ° 2 0 NEW 4" SLEEVE A L. a INSTALL 4' - 6' WIDE . : ° - (E) CATCH BASIN �_ 10) 1-) / 00 ♦ SIDEWALK SEE DETAIL 4N. • ♦. IN #5 ON SHEET C-05.4 ° p ° A • ', ° p 4" DRAIN PIPE ♦ p ° VAIII0.- _- SEE DETAIL 6 -� !Aft a ' -- INSTALL 120 LF OF p a p p ° .�+�� ' ON 3fC-05 * ° *1 44♦♦ SHOULDER DRAIN o ° .�, • r \t.411; ROCK. SEE DETAIL p ° ��-d��'v+� .�. a ,��`` ° p ,�,,, ♦ ON SHEET 31C-05. ',";•—.' 00-00.44111111%., 110 , �,♦i► Ls f c ► Ill N. bra +f a p r7 \/ i tk7 At f NEW 4 SLEEVE ! � 51410“; .,\`vA. / i . = �►�� A • 4 iN / 'N / ' / ■ 41001:4. ..istot 111 if r-) ♦ 1 INSTALL 172 LF OF I 09 ■6,6 ti� •r" ► ... O N SHOULDER DRAIN .- � • I- II ' / 0 •� ,i \L'—r i !� ��. ROCK. SEE DETAIL $, NEW (2) 4" SLEEVE �0` 'ff ` ° � � ,_ '1!1 j - INSTALL `a� .___ ., 1 � °� =rr-- — _ _ I Pi% B +` _ 00 Ili N �, ' DRY CREEK BED FROM �A• O ior` ' Sh t- p �``4.� co 1 END OF 4" SLEEVE TO Ill IP ,� �(:).• �� ap "�+ NEW CATCH BASIN. � _• ' �1 l' 1�� Is a CONTINUATION ON ' / \ SHEET C-04 SEE _,-;.: —.--_��....-.�__,...�____._ 11111. . . DETAIL 4 ON SHEET C-05 '�`;r ' � - �--- /INSTALL 160 LF OF {�•s�,•imrrikv► • �� a \ ° ��f SHOULDER DRAIN - . 4 `67-12.011%- ,..,.....,� •��. I / ..............-•-••---t. ..... ` ° '� ROCK. SEE DETAIL "+TAY!`-� �-. j !�,� d�1l L� 1�1! a \ 3fc-o5. \ o° p n I 411 1: MATCHLINE SEE SHEET C-04 1 i 0 1 0' 20' o CIVIL SITE PLAN ��E'D PROFFs ��5 ,,GINEtcR f-Q� 75689PE M CO nefeed See Pco DWG#: OREGON DRN. NS ORIG OCT 2015 PROJIVAME- DURHAM AWWTF SHEET TITLE: CIVIL SHEET: 14 OF: 32 �� 0,• § DATE: ti ' U DSN. DK DWG#: THIS BAR IS ONE INCH TPS BUILDING DLTE: 4111119 _ 'Sq�cz TAKEO�a��P a CHK: CAD FILE#. _ _ WHEN DRAWING IS FULL G�eanWater SerV1CeS C 02 ,� DK 6788.20 DM C.DWG Our commitment is clear. LANDSCAPE & IRRIGATION ENLARGED PLAN 1 OF 3 PLC#: EXPIRES: 06-30-20191 SCALE. PROJECT a) o APPD: SW SCALE: --- DESCRIPTION 2550 SW Hillsboro Hwy, Hillsboro, Oregon 97123-9373 CW5 6788.20 REV# DATE DRN APPA Y 9 PRO.!#: ENGR STAMP: GENERAL NOTES 1 . ARROWS SHOW GENERAL DRAINAGE 1 ♦� ,v v _ L ��R `� L DIRECTION. 1 • �♦ ♦ 2, PROTECT EXISTING IRRIGATION AND ♦ a SITE STRUCTURES DURING �• �� CONSTRUCTION. ♦• ‘4111411kkil / 3. CONTRACTOR TO RESTORE ALL 1 � •� , AREAS DAMAGED DURING 1 ♦4 �• cc ki--i-Si i CONSTRUCTION TO PRE-EXISTING ♦. • .♦ CONDITIONS. 11 ♦♦♦ ♦♦. Wilr ♦ __It4. NEW SIDEWALKS TO MATCH ♦♦ .409 � INSTALL (2) 35 LF OF ♦1♦ EXISTING GRADES AND SLOPES. 1 ®�♦ (E) CATCH BASIN , a - KEYSTONE RETAINING ♦ 5. CONTRACTOR TO MAINTAIN ALL A b. WALLS. SEE DET 1/C-05iV__ BIO-FILTER BAGS DURING lik ille K_) / . . Ak CONSTRUCTION. N IN ° / ---"Nniiiiiiiiiiiiiiiik, N_ _L A 4 SHEET KEYNOTES o' / . A o a ° ► e,poo._ 4,41116.6, 1 -Cr :.. 1. 4' DRAIN PIPE TO BE BOARDED (E) CATCH BASIN W UNDER EXISTING SIDEWALK. It' ••�,` 6 . ♦♦ 2 :°::::• ��o W N� (E) CATCH BASIN 4 a a' . A s*. • ♦ 3. PROVIDE SOCK p /I/ ON END OF DRAIN PIPE TO • PREVENT ROCK AND DEBRIS FROM _ p . INSTALL 95 LF OF ° A ENTERING PIPE. SHOULDER DRAIN 4" DRAIN PIPE ♦ 4. EXPOSED PARTOF THE RETAINING Q I a ROCK. SEE DETAIL , SEE DETAIL 3/0-05 ` ' A. OS 2 _ ., 3/C-05. ° • WALL TO BE 2.5' ABOVE GRADE. - . A -f7aL—_ ❑ h �� Trffi1Ril�� er 0 A - 4 i f • 111 '44, o INSTALL 4' WIDE i :!- ,. _ _ \ SIDEWALK. SEED ° ❑ DETAIL #5 FOUNTAIN a 4 ♦ NEW 4" IRRIGATION SLEEVE AS SHOWN ON SHEET FILL ,t. • C-05 VALVE 4 • ,` ung Inom Lyov[ 1 NEW SHOULDER DRAIN ROCK AS SHOWN 11 IIPAVIon, if G a p ° . i /, fr _ „ P N . . 4 A ' A _ $ A a ° a •/f• 4 a 4 1 p. . , , o /qt, 1 INP A 1''A . ,,..._ , ,t. , b. A . r eft • llimm•Nm..m....... ...i . o A Alli4111V 1 ° 4 A o �I ► 6, W til, p II v J . y-� ~at a W 0 , `w . , V ,A- W 1 �° I b. ,~e. ....- mean Z ,r- k ' 1,4 ) I / U o'b'i U Q ❑ A 2 1 p • -c! A • QQ' i •402 a 011 / N i 1 •CD • �� rt rt 1 : 7 w • (L • L[- • Q- moi. ,, , a • N U, U m O ot I g 0 10' 20' n CIVIL SITE PLAN I}RoF ° 0 1” = 10' ',` ccs U 7+ „Gj` t.4G I aegR`s 3b li m 75689PE . - N , OREGON i�`n ORN- NS ORIG OCT201 5 PROJ NAME: SHEET TITLE: SHEET: '�5 OF: 32 DWG#: D"7"""" S� °ATE: DURHAM AWWTF CIVIL �� a �, DSN: DK DWG 4: PLOT 4/11119 �!c y GNE 07. 2° Q- 05 _ THIS BAR 1S ONE INCH CleanWater Services TPS BUILDING °ATE. C-03 qF, TAKEO\ CI' Zi CHK: DK CAD FILE 4' 6788.20-DM-C.DWG WHEN DRAWING IS FULL our commitment is clear. LANDSCAPE & IRRIGATION ENLARGED PLAN 2 OF 3 PLC#: EXPIRES: 06-30-2019 SCALE. PROJECT ai o APPD: SW SCALE: --- DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 GWS 6788.20 REV# DATE DRN APPD YPROD#: ENGR STAMP: GENERAL NOTES MATCHLINE SEE SHEET C-02 1. ARROWS SHOW GENERAL DRAINAGE m I. MI NMI tli MI = ' iiil ' . 11. IM ' ' IMO " =141 Mg ' ' =I MI\ = MIN M M EM MI 7 =I'', = Ell MO 11111 11111 ■ \ — i / \ R 2. PROTECT EXISTING IRRIGATION AND ■ ��,. ��y`�'� �� CC SITE STRUCTURES DURING ■ 1 / VOlt k- L _ f#4, b \ /ti / \\ p a . • I CONSTRUCTION. ■ � IffloyAarof--4-440000.-4,447 t � / \ � �� a ° 1. 3. CONTRACTOR TO RESTORE ALL / AREAS DAMAGED DURING ■ I i ' r + '��, " \ INSTALL 17 LF \ 4 CONSTRUCTION TO PRE-EXISTING �� /OF SHOULDER DRAIN '' \ N i� �0 CONDITIONS. I r • ROCK. SEE DETAIL 305 \ f !N\\ \I I / ('Th ' / \ ` �. 1 EXISTING GRADES AND SLOPES. ■ GRADE FOR NEW I �� •1 1 \ \\ ' \ a • I / \ A 4 ° 5. CONTRACTOR TO MAINTAIN ALL SWALE AS SHOWN. �\ i , \ BIO-FILTER BAGS DURING SSE DETAIL 21C-05 / ` \\ 4 a p CONSTRUCTION. • INSTALL RIVER ROCK ,,,,„„,ti. 4, 8 • ■ I / �2I /'i'.. `• 2 ( DRY CREEK FROM END '' I, A° , iNb , OF SHOULDER DRAIN - °LID I , - 16:_,- ' f ROCK TO NEW CATCH �j `� 1 O SHEET KEYNOTES ■ . ,,,, / BASIN. CONTINUATION / ' h"-- ST INALL NEW CATCH / \ / ON SHEET C-02. SEE / . 4 ' ° A 1 . PROVIDE MINIMUM 2% SLOPE ON BASIN AND 8" DRAIN PIPE ., / / DETAIL 4 ON C-05 // ` �� NEW DRAIN PIPE. _ • A y CONNECTED TO EXISTING I - -aw '\ / p / �� ° a �� / / `� / ' , 1 2. USE SOIL FROM SWALE CATCH BASIN WITH 2 /o SLOPE. / /` 4,, A � EXCAVATION AND ADDITIONAL SOIL SEE DETAIL 6 ON SHEET C-05 ..... / V `�� ,,�� FROM ON-SITE STOCK PILE TO /■ i / `C) ° `� ° A ACHIEVE POSITIVE DRAINAGE. I ■ I I cc Nj . A. / ` // .� `-1 . . , j013. COVER ALL EXPOSED SOILS WITH 1, ■ / i - / b / ill. A 2" COMPOST. III ■ frix • I `, ` 4 �, �. �' ° 4. ROUGH GRADING, CATCH BASIN, ■ 4 /VN. AD ° c, 4 DRAIN PIPE AND COMPOST WORK ■ ' / A ° �,� DONE BY OTHERS. ■ ////. • / , 1 ■ �� ' a '/ / A /' ° ' p • a 1 /.,� b ,,„ 111 ■ rII f ' dLit- ►�� . f / , A 1 NEW 4" IRRIGATION SLEEVE AS SHOWN ■ plir w ir)6— ),="m 1 NEW SHOULDER DRAIN ROCK AS SHOWN / . 5,,(7, / a � . f . IN 4 (1)74 _i.... —11. ' 1 i - * lit Iiir4, I cr) Illix ' 4 L. ilk \ ■ t \ / A W L,. : .Y a = cn ■'2 ) >-- i 4 .pk., 61 ■ / a A . lIM . � �� -' / 1111 Et INSTALL 1S x 4 CONCRETE ■ /' O ` A •� -a A SIDEWALK AROUND ELECTRIC Ian U .■ 0 / '`` 44 ` �� A VEHICLE CHARGING STATION. z / ■ / a a QMATCH GRADES AND ADJUST■ /' 9` �/ A4‘ ° ��" ` SRR IRRIGATION AS NECESSARY. _ II ■ / � , SEE DETAIL #5 ON SHEET C-05. , o0 r , . / ° . A . ��'�' SRR i 12 '� �� / ■ / / -�� A ° SRR / 777 7 Il \ — //// %%...)PCD c, t:, : • . • . . a• , ' ■ / A ` 111*t / b. A.4. / \ / s. /i1 _ __ it o.4. iii Et IP , f Li i x i-- • - / 'L- --"14114141r 4 - c, . 4t. . 4 t. t- aj (4#1* ' 1 jilli U \ /S. s \ a 4 ° LS 401 I • S/ /—): —/ .1 • in It rti ■ a \ ///// SRR 1– f/4\41 .gs- / 1 ti ■ 1 • ,\ // / fSN . R ■ 4 O ■ ` q- \ I 4 , / a. 1t \\ Jf - W W �- w -- / • E ‘0 W 0 101 20' CIVIL SITE PLAN �.qP�oF Ii ifx U_ op ce 75689PE f Degitat,Se ca U e PROD NAME: SHEET TITLE: DWG,#: OREGON '� r DRN: NS ORIG: OCT 2015 DURHAM AWWTF CIVIL SHEET: 16 OF: 31 vG o�ti DSN: DWG#: PLOT 4/11/19 icy ME °7. 2 P<Z3-- 0 0cr) DK THIS BAR IS ONE INCH C1eanWater Services TPS BUILDING DATE: C-04 �'F( 1AKEo,o�� CHK: DK CAD FILE#: 6788.20-DM-C.DWG WHEN DRAWING IS FULL our commitment is clear. LANDSCAPE & IRRIGATION ENLARGED 3 OF 3 PLC#: EXPIRES: 06-30-2019 1 SCALE. PROJECT cws a, o APPD: SW SCALE: --- DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PRO 6788.20 REV# DATE DRN APPD Y � PROJ#: ENGR STAMP: 1" CLEAN 8" Min. Low Permeable Soil ,. Keystone Cap Unit DRAIN ROCK - FINISH GRADE TO BE 1" BELOW SIDEWALK Keystone Compac III Unit '1 l-1 I 1=1 I = =_ _ _ PERFORATED PIPE ---- EX. SIDEWALK I-1 I l-1 i 1111-1 �. r -1{1=lll ��///, ,, .f 1" - 1 114" Retained Soil 'I=11 ��•'.. .�� 4— Tit -rn-yC,� c-r ... sem. _. T -. •',I'•.� Finished Grade = TOTAL HEIGHT . Q TO (E) CATCH BASIN Unit Drainage FillI• .;.r : :• 24" LESS THAN 40" _ \� \� \� ��\� / (3/4" Crushed I,�- .7....":11��, ,, .� - =_ --- - - N — , ��/7/7/7/ _ -II .� i�ILTlII�Ill��lll�� ;r-��-��-1 -�= o �: .. \�/\/\�/. d Rock or Stone) =I_ /_ '�- 14r-a .X-, o \� -1 I I-I .? ��'•,,':�:•;,I H-11 i I-11 111-111—I I 1-111±1j1=111 '_ �/ i/- , R -1 I' _ -1Ti 111 -1 I i-j I I- I!=1 I I I i r4-77.44.1:441,00.. .<,. Approximate Limits ' - IIIII T- --_=1,.--lit-"'� DRAIN PIPE of Excavation (E) CATCH BASIN 16", A.] - NEW 16" WIDE x 12" DEEP (WHERE INDICATES Unreinforced Concrete or PIPE CAP SHOULDER DRAIN ON PLAN) Crushed Stone Leveling Pad WALL TO BE 3' AWAY Foundation Soil FROM CATCH BASIN ROCK WRAPPED IN FILTER FABRIC. i TYP RETAINING WALL SECTION DTL 3 SHOULDER DRAIN ROCK DTL C-05 SCALE: NO SCALE C-05 SCALE: NO SCALE PLACE 2" DEPTH X 2" RADIUS AROUND CATCH NEW 10" CB 6" ABOVE BASIN. USE 3/a" - 2" ROUND BOTTOM OF SWALE I � EXISTING GRADE RIVER ROCK. CONNECT TO DRY CREEK BED. NEW SWALE CUT AND o / ... ELEVATIONS WITH VARY Bii 0 V B Allsil'Ql 00 FREEBOARD — rot .�`/ �\/ s.'/- ,, �' '*/ kli/ .---.. (Yii.4' Tom \\\\\ '\ .\\•/. ./<\\/ 1 `' �. 1 . ♦ /\\/\\ MIN. i \ \ \ /\♦/\\"\// ; & Y/♦// / 1 3" THICK J 74,14 I:C \\i -:- C'i'w�i \/\/\] '/\z \ \ \ \ \/\/\/ 7 %j\��I\i.o�% • a., s::� ,. ♦ � \ \ '\ \ \ \ \ -.IAN& s'`'�''�" EXISTING GRADE 18 MIN. -GROWING---, F\\v\� \\\\\\ \\ :,x:.44: ��i�4,.: �!•!i �.�- -*—WIDTH VARIES al NEW PIPE CONNECTING /// / Z ////////// ...0,:,-#.44:4,4,.:, Z''�''`� '� "t'' Q �• <�Vii. \ \ \ \ \ :, 5�4,.'.::�!j%:�'..`:��•A%�� MIN 2' MAX 5'14 4 \\ MEDIUM ♦ /\\/\\/ g \\/\/ s'*:*:1)::SKS':/, NEW CB WITH (E) CB % ,� / _ , •;'I ,,l��•.%• �ii(k.ti 4:10" : ; r �� /\ /\ /\/\ /\\/\\i, io *.*=2••• -•'‘'::.� 2" CONCRETE "CA 1 f `• • 1_• ° a i I i. iu .1 ,,:o.,...:0.;./.. ....;.• f ' :.*.: �:. . • . . , . . .: • . . ��.•:• INSTALL 12" MIN DRAIN �:`��,, ,•_• • • •,• r r r; r • i • • • i. �� • . • f ��.•.;:x* UNCOMPACTED NATIVE SOIL Q GRAVEL :��:•s ,, - . . . : . , . . . ._ : .� ��MOM j., ..,,.....:..:. NON-WOVEN GEO-TEXTILE ;: IP ••..)• .- .�• `m*-ie.i !` ; s r 314"_0„ AGGREGATE in FILTER FABRIC WRAP '`:... 6,•Z•' � EVA; .707:414.1171 � !!!...::�%•-i° _ ..y;.,:.. ;1:.,......,,k.. .:% SECTION B B CONTINUOUSLY 'N r4:4k•-� Q AROUND GRAVEL ., kiipki 1 ,,,,,,,,,.„.„.„,.. .: • :4:::-‘,4*****. s1Vii':�-,: � S , „ „ :::•, •:�s:�s;: INSTALL 3/4"-2" GRAY Q ROUND RIVER ROCK N 164111114 MINIMUM 3" THICK 1. FLOW DISSIPATORS SHOULD BE USED IF ENTRY SLOPE TO THE BASIN IS GREATER THAN 3:1. FLOW DISSIPATORS SHALL BE I or CONSTRUCTED OUT OF ROCK OR GRAVEL PER DESIGN FLOW VELOCITY AT ENTRY OF THE FACILITY. a 2. SEPARATION BETWEEN DRAIN GRAVEL AND GROWING MEDIUM SHALL BE APPROVED FILTER FABRIC. Q H 3. TREATMENT AREA SHALL HAVE HIGH DENSITY JUTE OR COCONUT MATTING OVER 18" MINIMUM OF GROWING MEDIUM OR BASE g. STABILIZATION METHOD AS APPROVED BY THE DISTRICT. GRADE SHOULDERS TO MATCH EXISTING GRADE. N. \4. CONNECTION TO (E) CATCH BASIN TO BE GROUT SEALED. GRADE BOTTOM OF DRY CREEK BED POSITIVE 0 5. ROUGH GRADE, SOIL HAULING, CATCH BASIN, AND DRAIN PIPE DONE BY OTHERS. FLOW AT 1% MINIMUM SLOPE. 6. FINE GRADE, JUTE MATTING, RIVER ROCK AND PLANTING DONE BY LANDSCAPE CONTRACTOR. U O d E o _ � 2 RAIN GARDEN SWALE DTL 4 DRY CREEK BED 0 o C-05 SCALE: NO SCALE C-05 SCALE: NO SCALE ��ED ROFFs� 5 75689PE(13 CO 15 # a' a PROJ NAME: SHEET TITLE: SHEET: 17 OF: 32 DWG#: ` l7tyetae $ig+6Qtfi[rL6 N DRN: NS o E: JANUARY 2018 DREGON 17 8' DURHAM AWWTF CIVIL -U ^� v co DSN: DG DWG#: o°E: 4/11/19 - icy NF o 7, 1-C ��P� THIS BAR IS ONE INCH CleanWater Services TPS BUILDING DETAILS C-05 ''t TAKEO rch 7- CHK: - CAD FILE#: 6788.20-DM-C.DWG WHEN DRAWING IS FULL OuI CO�mltmCnf is c1eaF. PLC#: SCALE. LANDSCAPE & IRRIGATION 1 EXPIRES: 06-30-2019 PROJECT a APPD: - SCALE: NTS CW5 6788.20 EL REV# DATE DRN APPD DESCRIPTION 7 2550 SW Willsboro Hwy, Hillsboro, Ore[�Orl 97123-9379 PROD#: ENGR STAMP: n.3 c . . 4 <4 0 ° a a .. 5' Min. 6" Min. • A L . hi )1A 0 ____ Concrete Walk .. 11 11 II d \ 6:1 Max. . ‘ 11 II It 11 rig. See Note 5 1111 1_ (i a . o Road /,,:. //' /\/j\/\ / c a A , v �, L . -V �j\ 1_I I I I I I I I I I I .. . .. . .- - ,, 4 i` .,- ...- //\\//\\//\\\/// ///\ ,� /i ,,, ,,,,\\��\��,,\\��\moi\ /\/\\ III II II it ii ii II II II II II II IN • \ \ \///\/j,//\i //// A . aL4,, Of 3/4"-0" Aggregate + . • ° °'1I ° a 4' Minsii . PLAN VIEW L Sterilize And Compact Subgrade SIDEWALK AWAY FROM CURBL....... 3 A " °• 1 1 1 i . A 4 4 a ° a a /° SAWCUT OR BREAK - °Q OUT CONCRETE FOR < 4 5' Min. 6" Min. a . NEW DRAIN PIPE. a . 4 0 v 1 Concrete Walk -- . a Curb Joint 6:1 Max. (04 Qo o .4= i f I 4 NON SHRINK Qa MAX.1 M X. GROUT I Road 1%:: ::-- ; —° r• „ v „ • -'�\� Q 1 : �- x - . \ \\ \.� \\/7\ -/ ,<j� See Note 5 ° a j ° T 4" Of 3/4"-0" Aggregate a 4 . . - Sterilize And Compact Subgrade , . 18" SUMP a a 4 a SIDEWALK ADJACENT TO CURB . LEGEND: VSlope 1.5% Max Design V a 4 Slope 2% Max Finish Grade 28"—► 27'=► NOTES: SECTION A - A SECTION B - B 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH = 3,000 PSI @ 28 DAYS. 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. 2. PANEL DIMENSIONS TO BE NOMINAL 5 FEET OR AS DIRECTED BY ENGINEER. TROWEL FINISH (SHINED) 2. INSTALL STRUCTURE ON MIN. OF 8" OF 3/4"-0" COMPACTED BASE MATERIAL. PERIMETERS OF EACH PANEL. BROOM FINISH ALL PANELS. 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE OR WELDED 3. PLACE EXPANSION JOINTS ADJACENT TO DRIVEWAY APPROACHES, UTILITY VAULTS, DRAINAGE INLETS, WIRE MEETING ASTM A497. SIDEWALK RAMPS, CURB JOINTS AND AT SPACING NOT TO EXCEED 100 FEET. 4. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP OF co 9 4. TROWEL SURFACES AT CURB JOINTS WITH A MINIMUM 1/2" RADIUS. 2" TO 4". C.) 5. PLACE 4" THICK SIDEWALK. PLACE 6" THICK SIDEWALK WHEN SIDEWALK IS INTENDED AS A PORTION 5. AREA DRAINS IN REAR OR SIDE YARDS SHALL NOT BE SUMPED AND SHALL BE PROPERLY ~ OF DRIVEWAY, OR AS DIRECTED BY THE ENGINEER. CHANNELIZED. DITCH INLETS SHALL BE EQUIPPED WIHT AN 18" SUMP. im 6. EXTEND DRAIN BLOCKOUTS IN CURBS TO BACK OF SIDEWALK WITH 3" DIA. PLASTIC. PIPE AT 2% MAX. 6. PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T. TYPE G-2 CATCH BASIN INLET ARE AN SLOPE. INSTALL CONSTRUCTION JOINT OVER PIPE. ACCEPTABLE ALTERNATE. (ALL GRATE MATERIALS AND DIMENSIONS SHALL MEET C.W.S. STANDARDS 0 O 7. DESIGN SLOPES MAY BE EXCEEDED TO FIT EXISTING CONDITIONS, NOT TO EXCEED FINISH GRADE SLOPE. AS SHOWN ON DETAIL #320) N c0 co c,. Y AREA DRAIN a. co IT TYPE II f„, CleanWater Services co D AWI \ G NO. 380 REVISED 01 -13 0 5 U) U G) .O a E 0 2 CI 0 ✓ 5 CONCRETE SIDEWALK 6 CB CONNECTION DETAIL • 0 C-05 SCALE: NO SCALE QED PROFF :3 5;@ m C-05 SCALE: NO SCALE `S�� tN(31NE4 ssioy LL E 75689PE lz r c v ORIG PROJ NAME: SHEET TITLE: SHEET: 1$ OF: 32 DWG#: V Sc9+latune DRN: NS DATE: JANUARY 2018 - I DURHAM AWWTF CIVIL OREGON Q o) DSN: DG DWG#: c_ PLOT 4/11/19 4 'G^'f 07, 2°.\�QQ- a - THIS BAR IS ONE INCH CleanWater Services TPS BUILDING DETAILS DATE: C-06 y- TAKEO�w� WHEN DRAWING IS FULL LANDSCAPE & IRRIGATION PLC#: V EXPIRES: 06-30-2091 4 CHK: CAD FILE#: 6788.20-DM-C.DWG Our commitment is clear. SCALE. ) APPD: - ISCALE: NTS PROJECT AWS 6788.20 a REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROD#: ENGR STAMP: