The URL can be used to link to this page

Plans S 1T20 19-00014 OF BICE CV OFFICE COP" Drawing Vicinity a 114 N1/441111 . SHEET # DWG # SHEET TITLE ', . PROJECT LOCATION ASTORIA GENERAL 1 G-01 TITLE SHEET, LOCATION MAP & DRAWING INDEX HOOD RIVER Arr 2 G-02 GENERAL NOTES, IRRIGATION AND MATERIALS SCHEDULE PORTLAND PENDLETON TIGARD*10 � THE DALLES EROSION AND SEDIMENT CONTROL TILLAMOOK ENTERPRISE 3 CE-D1 EROSION AND SEDIMENT CONTROL COVER SHEET0 LA GRANDE CP -4k°-‘ 4 CE-02 EROSION AND SEDIMENT CONTROL SITE PLAN 5 CE-03 DETAILS 1 OF 2 Q ALEM 6 CE-04 DETAILS 2 OF 2 0 N WPORT IV Clean Water Services U ' ALBANY IP DEMOLITION U PRINEVILLE 7 D-01 SITE PLAN a� REDMOND 8 D-02 ENLARGED PLAN 1 OF 3 SISTERIlk 9 D-03 ENLARGED PLAN 2 OF 3 EUGEN :END VAL 10 D-04 ENLARGED PLAN 3 OF 3 11 D-05 DETAILS 5 12 D-06 EXISTING CONDITIONS REFERENCE DETAILS BURNS DURHAN/I AWWTF CIVIL 13 C-01 SITE PLAN ROSEBURG 43 OREGON 14 CO2- ENLARGED PLAN 1 OF 3 15 C-03 ENLARGED PLAN 2 OF 3 16 !GATIONLr3 OF 3TPS 17 18 OEAH MEDFORD KLAMATH FALLS LAKEVIEW 19 1-01 IRRIGATION PLAN 20 1-02 ENLARGED PLAN 1 OF 4 & IRRIGAT101•1 21 1-03 ENLARGED PLAN 2 OF 4 CITY OF TIGARD OFFICE ��y 22 I-04 ENLARGED PLAN 3 OF 4 REVI FOR CODE COMPLIANCE RECEIVED 23 I-05 ENLARGED PLAN 4 OF 4 Approved: ] 24 1-06 DETAILS 1 OF 2 OTC: MAY 1 3 2019 25 1-07 DETAILS 2 OF 2 Permit#: S 1-T... kl119 0 i_. CITY OF TIGARD LANDSCAPE Address: ,0 F, n SA,,, �,c -1'hhi BUILDING DIVISION tre.26 P-00 PLANTING SCHEDULE gu�lt+c Date: 4.--,„D„. .-14.--,„D„. .-1 9 27 P-01 PLANTING PLAN DRAWING LAYOUT PROJECT NO . 20 28 P-02 ENLARGED PLAN 1 OF 3 S 29 P-03 ENLARGED PLAN 2 OF 3 30 P-04 ENLARGED PLAN 3 OF 3 31 P-05 DETAILS 1 OF 2 32 P-06 DETAILS 2 OF 2 SITE ADDRESS: CLEAN WATER SERVICES DURHAM AWWTF 16060 SW 85TH AVENUE Location a TIGARD, OR 97224 o m V v I 5 IS 101.11With 1 c5 SW DURHAM RD CO SW DURHAM RD �' STAGING AREA L1 SPECIAL INSPECTION REQUIRED PROJECT ri State of Oregon Structural Specialty Code - LOCATION N Do ❑ Concrete aux!Reinforcing Steel 0o t — — 1N ❑ Bolts Instalied in Concrete t r __ ❑ Special Moment-Resisting Concrete Frame i I o t o_ ❑ Reinforcing Steel&Prestressing Steel Tendons E <n I CL ❑ Structural Welding 1 1 r 1 SI N.,r, ❑ High-Strenght Bolting - L — J 10 0 Structural Masonry co ❑ Reintorcvd Gypsum Concrete • 5 j ❑ Insulating Concrete Fill t ❑ Spray Apoi°ed Fire-Resistive Materials Q o ❑ Pilings, Dili&Pers and Caissons 0E ❑ Shotcrete _ o - Special Grating,Excavation and Filling - ' t CITY OF TIGARD r a 0 Smoke-Control Systems -: '5 c SW SChr��rr�rc uv Approved b Planning 0 p ❑ Other Inspections . -� Date: _____S-1 ----- t<> S 1� Q, T �. �. -- .,. - Initials: ____.—Cc---- ....; 1 . , = m .. aF AP RI L 2019 / o Ed PROF n�[7t CO �! �c. 75689P � III o pal DRN. NS DATE: JANUARY 2018 PROJ NAME: SHEET TITLE: SHEET: 1 OF: 32 DWG# -9-"-"- o �� DURHAM AWWTF GENERAL J OREGON "` osN: DK DWG it: PLOT4. G� 07 s°� �� 0_� THIS BAR IS ONE INCH TPS BUILDING TITLE SHEET LOCATION MAP DATE: 4/11/19 ti`�F� 9��Q` CleanWaber Servlces G-01 TA KEO iWHEN DRAWING IS FULL LANDSCAPE & IRRIGATION & DRAWING INDEX PLC#: EXPIRES: 06-30-2019 CHK: DK CAD FILE#: 6788.20-DM-G.DWG Our commitment is clear. SCALE. yo APPD. DK SCALE: NTS PROJECT GW5 [i= REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROD#: 67$8.20 ENGR STAMP: i . 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. 2. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND ACTUAL SQUARE FOOTAGES PRIOR TO CLEAR AND GRUB TOP 2" WHERE CONCRETE ADD 1" DEPTH OF COMPOST AFTER A SHOWN, ADD 2" COMPOST TO PAD AROUND 1806 SAM/PRS MP ROTATOR EXISTING W1 W IRRGIATION; 3" DEPTH OF COMPOST TURF SUBMITTING BID. EXPOSED SOIL CHARGING (TOTAL) TILLED INTO TOP 6" EXPOSED SOIL STATI O N 3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES. 4. CONTRACTOR STAGING AREAS IS LIMITED TO WORK AREA LIMITS. SEE SHEET I-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, ADD 1" DEPTH OF COMPOST AFTER TREES SHRUBS SPECIFICATION SECTION 02270, CONTRACT DRAWINGS, AND THE 1200 C PERMIT FOR EROSION CONTROL LANDSCAPE TIMBERS, CLEAR AND W (ROUTE NEW WIRES TO W C GRUB VEGETATION, ADD 2" GRADING 1812 SAM/PRS MP ROTATOR EXISTING H6 CONTROLLER) IRRGIATION; 3" DEPTH OF COMPOST AND GROUND 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. LER HEADS, 9. CONTRACTOR TO PROVIDE NEW BIOFILTER BAGS AT ALL INLETS MARKED ON DEMOLITION SHEETS, AND PER REMOVE SOIL REMOVE SPRINKLER TOP OF SLOPE, ADD 1" DEPTH OF COMPOST AFTER TREES SHRUBS AT 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 IRRGIATION; 3" DEPTH OF COMPOST AND GROUND (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, 13. CONTRACTOR TO DESIGN IRRIGATION SYSTEM TO NOT EXCEED 85% MAX SAFE FLOW AT 45 PSI (DYNAMIC F GRUB SHRUBS, ADD 2" COMPOST GRADING 1812 SAM/PRS SPRAY EXISTING W9 W IRRGIATION; 3" DEPTH OF COMPOST AND GROUND TO EXPOSED SOIL PRESSURE PER ZONE). (TOTAL) TILLED INTO TOP 6" EXPOSED SOIL COVER 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 G SHOWN, ADD 2" COMPOST TO NONE 1812 SAM/PRS SPRAY EXISTING H1 CONTROLLER) IRRGIATION; 3" DEPTH OF COMPOST AND GROUND SPECIFICATIONS. EXPOSED SOIL (TOTAL) TILLED INTO TOP 6" EXPOSED SOIL COVER 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 AND ADD 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. o 20. CONTRACTOR TO USE EXISTING VALVES AS POC FOR EACH IDENTIFIED AREA SHOWN ON 1-01. REMOVE SPRINKLER HEADS AND NEW CO Q 21. CONTRACTOR TO ADJUST AND RELOCATE EXISTING TURF SPRINKLERS ALONG NEW SHRUB BED EDGES AS STEPPING STONES, CLEAR AND SIDEWALKS, W (ROUTE NEW WIRES TO W 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 -`L3� SOIL SLEEVES 0 CIVIL AND DEMOLITION: c.N 22. CONTRACTOR TO DEMOLISH AND REMOVE ALL VEGETATION, INCLUDING ROOTS, AS SHOWN ON DEMOLITION co N PLANS. REMOVE SPRINKLER HEADS, STEPPING STONES, AND 23. ALL GENERATED DEBRIS TO BE HAULED OFF SITE TO AN APPROVED LOCATION. NEW ADD 1" DEPTH OF COMPOST AFTER TREES SHRUBS P 24. ALL EXISTING LANDSCAPE, NOT MARKED FOR DEMOLITION, SHALL BE PROTECTED DURING PROJECT. CONCRETE. CLEAR AND GRUB SIDEWALKS, 1812 SAM/PRS MP ROTATOR POC #1 W (ROUTE NEW WIRES TO W IRRGIATION; 3" DEPTH OF COMPOST AND GROUND VEGETATION WHERE SHOWN, AND SLEEVES CONTROLLER) (TOTAL) TILLED INTO TOP 6" EXPOSED SOIL COVER inN ADD 2" COMPOST TO EXPOSED N LO SOIL co PLANTING: 25. ALL SHRUB BEDS AND TREE RINGS TO RECEIVE 2" MEDIUM FRESH FIR AFTER PLANTING IS COMPLETED. t26. CONTRACTOR TO FINE GRADE ALL WORK AREAS FOR POSITIVE DRAINAGE, AFTER IRRIGATION AND PLANTING REMOVE SPRINKLER HEADS, AND NEW RAIN WORK. CONCRETE. CLEAR AND GRUB GARDEN W (ROUTE NEW WIRES TO W ADD 1" DEPTH OF COMPOST AFTER TREES SHRUBS g K VEGETATION WHERE SHOWN, 1812 SAM/PRS MP ROTATOR POC #1 IRRGIATION; 3" DEPTH OF COMPOST 27. CONTRACTOR CANNOT START PLANTING UNTIL PLANT LAYOUT IS APPROVED BY OWNER. ADD 2" COMPOST TO EXPOSED SWALE AND CONTROLLER) AND PLUGS c 28. BOULDERS AND LOGS TO BE PLACED AT OWNER'S DIRECTION. SOIL GRADING (TOTAL) NO TILLING .. 29. SOIL CONDITION POST IRRIGATION: ADD 1" DEPTH OF COMPOST TILLED TO 6" DEPTH WHERE SHOWN IN := m .00P R 0 ice cs, o MATERIAL SCHEDULE. THE AMOUNT OF COMPOST IS IN ADDITION TO THE AMOUNT SHOWN IN THE CIVIL 2. ��S stafNEFR /O� <'; COLUMN IN THE MATERIAL SCHEDULE. ��f1 75689PE r anOj (/ Su fNQGl1l6 3 _ - - - 4 OREGON PROJ NAME: SHEET TITLE: SHEET: 2 OF: 32 DWG#: v ry GENERAL G"F o' 7.C)'‘ PSZT a rn DRN: NS PATE: JANUARY 2018rommemairmilmoi DURHAM AWWTF PLOT �y"�Fl \0�� D'-- SN: DK DWG THIS BAR IS ONE INCH TPS BUILDING GENERAL NOTES, IRRIGATION DATE: 4/11/19 TA KE0 WHEN DRAWING IS FULL TPS Services PLC G-02 �? CHK: DK CAD FILE#: 6788.20-DM-G.DWG SCALE. Our commitment is clear. LANDSCAPE & IRRIGATION AND MATERIALS SCHEDULE EXPIRES: 06-30-2019 PROJECT CWS 6788.20 o APPD: DK SCALE: NTS REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROD#: ENGR STAMP: i.:a , , J EROSION AND SEDIMENT CONTROL PLANS ENGINEERING FIRM PRE-CONSTRUCTIONCLEARINGAND GRADING , STREET AND UTILITY AND SEDIMENT OWNER: , , CLEAN WATER SERVICES 2550 SW HILLSBORO HWY DEMOLITION NOTES : CONSTRUCTION NOTES HILLSBORO, OREGON 97123 (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 -n 7fy1-AVONST- Q dI- N CONSTRUCTION ENTRANCES, ETC. MUST BE IN PLACE, FUNCTIONAL AND APPROVED IN A THE FOLLOWING MIXTURE, UNLESS OTHERWISE AUTHORIZED:LVY D w ¢ co ea . sr. ENGINEER: INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN 0 �m O m r ._ lilt MICHAEL IDEHARA FOR APPROPRIATE SEED MIX. rik 14 13 ` 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED B. DWARF GRASS MIX (MIN. 100 LB/AC) OUT OF MULCH, CHIPPINGS OR OTHER SUITABLE MATERIAL STRAW WATTLES, OR OTHER 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) H 'TIGARD OL Q DELA "' APPROVED MATERIALS. 2. CREEPING RED FESCUE (20% BY WEIGHT) sctioo� Q� NARRATIVE DESCRIPTIONS C. STANDARD HEIGHT GRASS MIX (MIN. 100LB/AC) $ ....--}_ -t�`;`1 �N EXISTING SITE CONDITIONS: 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN 1. ANNUAL RYEGRASS (40% BY WEIGHT) TIG RD) I ;��-v' '� PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION 2. TURF-TYPE FESCUE (60% BY WEIGHT) w.i4!C' �; �� ' CLEAN WATER SERVICES FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE I :: - 7 MP. 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 71 TPS BUILDING ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. mit milir 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION SURI=ACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. 1s �lM ` ' DEVELOPED CONDITIONS: AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, l ••• + } / AFTON A 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. la '1-i AER BUILDING LANDSCAPE IMPROVEMENTS 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 FACILITY I . u } 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 .co,-� cr F TIG TABLE MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, AND MEASURES. LOCATION N I �- ,=;. 2 w TUA SURFACE ROUGHENING. DURHAM AWWTF ti �'�_4,• •fx • • DURHAM Q -, o CP," la FINAL STABILIZATION 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED 1N A STABLE LOCATION AND 16060 SW 85TH AVENUE iu , W THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME "DRY WEATHER" CONSTRUCTION. CONFIGURATION. DURING "WET WEATHER" PERIODS, STOCKPLIES SHALL BE COVERED WITH TIGARD, OR 97224 • S 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 FENCEIS 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: LOCAL AGENCY-SPECIFIC EROSION SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MIN-SLOPE SEDIMENT 11' E I\ilAP FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY ALOHA SILT LOAM, HILLSBORO LOAM, AND WILLAMETTE SILT, REQUIRE ADDITIONAL EROSION CONTROL MEASURES. 2 TO 7 PERCENT SLOPES CONTROL EDNOTES . NOT TO SCALE 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INCLUDING THE APPLICATION OFA FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW PROJECT --"N INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MULCHING, OR OTHER APPROVED MEASURES. ��.... LOCATION MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. ASTO-IA 2. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION CLEARING VEGETATED BUFFERS, AND ANY SENSITIVE AREAS SHOWN ON AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, HOOD RIVERdimr PERMITTEE'S SITE INSPECTOR: THIS PLAN SHALL CLEARLY DELINEATED IN THE FIELD. DURING THE BUT NOT LIMITED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION PORTLAND IV PENDLETON COMPANY/AGENCY: CONSTRUCTION PERIOD, NO DISTURBANCE IS PERMITTED BEYOND THE OF THE PROJECT. � TIGARD eY THE DALLES ENTERPRISE PHONE: CLEARING LIMITS. THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION TILLAMOOK FAX: FOR THE DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF 0 LA GRANDE E-MAIL: APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE �fI DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. REGULARLY INSPECTED AND MAINTAINED AS NEEDED. zit ALEM4 DESCRIPTION OF EXPERIENCE: 3. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMP's THAT MUST BE Lu 1;P INSTALLED ARE A GRAVEL CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT U N WPORT110 CONTROL, AND INLET PROTECTION. THESE BMP's MUST BE MAINTAINED FOR 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN _� THE DURATION OF THE PROJECT. WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. U ' ALBANY cr_ Cr PRINEVILLE INSPECTION FREQUENCY: 4. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO c3 9 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION a REDMOND • ONCE PER WEEK ON ACTIVE SITES. LATER THAT SEPTEMBER 1; THE TYPE AND PERCENTAGES OF SEED IN THE MIX THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM OR SISTER ONCE EVERY TWO WEEKS ON INACTIVE SITES. MUST BE IDENTIFIED ON THE PLANS. ;END 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 EUGEN DAILY WHEN STORMWATER RUNOFF IS OCCURING. UNDISTURBED, PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS • 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. CD 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 CD DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, ROADWAY, OR ROSEBURG OREGON CONSTRUCTION LIMITS. OTHER PROPERTIES. STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. 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 GOLD SHEET INDEX 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 BEACH MEDFORD PLAN TO DEQ PER THE 1200 C PERMIT. FROM REACHING DISCHARGE POINTS. KLAMATH FALLS LAKEVIEW EROSION CONTROL PLANS 8. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMP's MUST BE USED 15. COVER CATCH BASINS, MANHOLES, AND OTHER POINTS WHEN APPLYING SEAL COAT, TACK Lu . WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING, PLASTIC COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. Q CE-01 EROSION AND SEDIMENT CONTROL COVER SHEET SHEETING, MULCHING, OR OTHER APPROVED MEASURES. 9. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD. N CE-02 EROSION CONTROL PLAN CE-03 EROSION CONTROL DETAILS 1 w VICINITY MAP CE-04 EROSION CONTROL DETAILS 2 a 0 (1NOT TO SCALE NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED N 2g PROJECT LOCATION: PROPERTY DESCRIPTION: TIME TABLE: ti Y 16060 SW 85TH AVE TAX LOTS 25113B000600 TIGARD LOCATED IN THE • CLEARING (DATES, FROM & TO: APRIL 2019 - JULY 2019) d 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) OD0 ATTENTION EXCAVATORS: o OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE cLE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH g IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE '�`�� .' PROFFJ,� g CENTER01 c . YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, SSS �NGINEe, :eb .2 8 BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. U 75S89PE � m Die s� `° aRN: NS OR IG NAME: SHEET TITLE: SHEET: 3 OF: 32 DWG#: OREGON 1.1111. DURHAM AWWTF EROSION AND SEDIMENT CONTROL S Gti6 p7 24�ry E MAY 2018 vSl- ID ro o DSN: DK DWG#: THIS BAR IS ONE INCH TPS BUILDING COVER SHEET DATE: 4/11/19 yqF� rAKED10��P G�eanWataer Services C E-O 1 0- 4 CHK: - CAD FILE it: 6788.20-DM-ESC.DW 3 WHEN DRAWING IS FULL PLC Our commitment is clear. LANDSCAPE AND IRRIGATION EXPIRES: 06-30-2019 SCALE. PROJECT CWS 6788.20 iii o APPD: - SCALE: NTS DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PRO,}##: ENGR STAMP: a REV# DATE DRN APPD GENERAL NOTES �_�8�0 �. "-"--'-'"-": . __------- 411 \ ______-- `,„. INLET PROTECTION sj il / �� i ��` ` 5EE DETAIL 3 SHEET � � S C_ _ �� e f e ”- .................................... ............ E-04 � iii _firt" -i:.......- • 4 • Win!!;....,; �-- / 7 J �_ �� . • , . No41. N. �� , --�� # SHEET KEYNOTES LLJ i 1 • �• . . `� ♦♦ �` v f- �- 1. ALL EROSION CONTROL MEASURES • t � Q +.... •� ♦ � � _---- ------"-------- ,/' '-- ------------------ ,----___________ 175 SHALL BE INSTALLED PRIOR TO ANY \ iigii :NI E ♦ �� DEMOLITION OR SITE WORK. • e AC)/ 2. ALL EROSION CONTROL LOTBE x1. i . * �. �1 p, �'��, , iJ . �iiiuiu��f� iii • \ , INLET PROTECTION, ` ..�iy.� = `�. 1�11�III�N�� cn o . . "'--- a.. � � . DURATION OF THE PROJECT. SEE DETAIL 3 SHEET' . ,,: "•••%, ` O � .. �� . . o- ....*:*.' *L • '-:4141IF 1 / \IIIIL11114' � �� ♦,~ _ ''' ~•, """.•u,,,,, 3. ALL EROSION CONTROL TO BE \\I :�► `�♦' Nrilic ''.‘ T-A ��" " • �`'~ 0.7 so ' \ REMOVED AFTER FINAL APPROVAL jli: lum"""' fti-z OW �� .■� :: . ' ► `...••.. ° i OF THE PROJECT. li: ........ , . . ,............,,,,, . 0, ... 0 (f) ,...„-------- \ 00 \, I ,,lipth ... i . -- (::), ......... • . • -r - .--t / 1r — . — 1 •' ,!i{IIIIIiiII /-- --- — — — _.. ./ 10 .-„�...,..,,►►►�►,��,,,,,, 4,1,...•,, • . : , :.. ° a�Q ; ° r 4: � INLET PROTECTION 4 , . ..,„ ,, ( few litil ` _ '°_ .... „� �,..........�,...,,,.i:: SEE DETAIL 3 SHEET xCO A: \\\ \ - ilk” cy a / �_ ��- - \ . Qi-4\ \ .. 1\ , _-_=___,_ . 1 � � o-. k, `Q[li�lll(Illllln N ' e , .7., .. . Ili / % -Alt . \ \ \ 7 \ / f. ) - I �� / '. // 1 «: STRAW WATTLES, I / / \ TYP. INLET PROTECTION / .�'� 0 . / • •• " " \si SEEDETAIL 3 SHEET 'WORK LIMITS( 3 r.n �, �r •. CE-04 (./irk /// wili \ \\N,,,,N,.N:..,,,,..._.______ I r iLD _ // INLET PROTECTION r / liii_ ��.'_ :% SEE DETAIL 3 SHEET i rI 'v N : , • 1.� it � 7 4 : g 7 / .. . .-- / -------:---- A \ 1"111EjliC zj s ...........................f I 30 --N •1\11. • I. . •I. STRAW WATTLES —1° T---- / / /A °.' f t 1 (O / SEE DETAIL 2 T \ / _ 1 S E` SHEET CE-03 �\ / �� .-r---„---- _�1�ss / (/ ,, ' I / TEMPORARY wJ"\ w CONSTRUCTION *- /ENTRANCE E f S5 >S _j.k G j G �� ENTRANCE j iliiIIIIIII illllill lllIlll IIIIIIIlIIIIIIIIIilllllllll IIIIIIfII I III ,, --- IIS I `IIIIIIIIIIIIIIIIII i _ C �, ' �; I >> LEGEND o Z I TIRE WASH , u s5 - 1 STRAW WATTLES 0 �" �"' I SEE DETAIL 1 = r SEE DETAIL 2 SHEET - - ( =/ 1` r�ii' I SHEET CE-03 lik I CE-03 :13='ll •- II II a -. 1 a 1 r + \/ / 1 (1\ - = I ss ; _ Z TYPE 4 CATCH BASIN ,------ . -----'E- I V,, _ /rTi INLET PROTECTION CI 7 � er) 0 INLET PROTECTION Ed SEE DETAIL 3 SHEET \+‘. i. ss �'�/ I / I 1192 Y ., . a r� 2 I -Jr II / = I ' E 166.67 _ u DETAIL 3 SHEET CE-04 U I 1 y116, m- _ ...., „ —CE-04 Wi___. — / --- ---_, • ooQ1 LIIII L. LY 2 -- as i 6., di a t INLET PROTECTION — 4,!Y - SEE DETAIL 3 SHEET \ % IllllllllllllllllllllllllllllllllllllllllllllllllllIUUIIUHhII STRAW WATTLES CV j CE-04 y _CO <=-____ N7 -� WORK LIMITS co CO 11 eL / �V/Et r•. / 5-1 f Z / /1117 111 144. 0 to 7Y1/4r_ CII II O7/ / 17 . .. Z CV /e----- i © ,iii I .- r r �! �. Ct E ❑ g m ❑ Tii a) TU ro h ESC PLANO �Gj��0�G3 NUkL_�� ifactecore T SCALE: 1" = 20' � 75689PE ❑ CO [i] @ ORIG PROJ NAME: SHEET TITLE: SHEET: 4 OF: 32 DWG#: ` OREGON Veferae Il DRN: NS DATE: MAY 2018 DURHAM AWWTF EROSION AND SEDIMENT CONTROL �G� - 07 �o� ��- DSN: DK DWG#: THIS BAR IS ONE INCH CleanWater Services TPS BUILDING SITE PLAN oA�E: 4/26/19 CE-02 yqF� raK�o�o�� cn vi- CHK: - CAD FILE#: 6788.20-DM-ESC.DW ; WHEN DRAWING IS FULL PLC#: Our commitment �s clear. LANDSCAPE AND IRRIGATION R I GAT I O N - NTS SCALE. _ PROJECT cws 6788.20 EXPIRES: 06-30-2019 CD o APPD: SCALE: REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROJ#. ENGR STAMP: E 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. \ \\_-_-__A_I...2...\ \ \_______-____-\ ...,.. •-,2,,,__).-iivio -- ,c..,,,,,Thc., 46-41, jp%auc_...,,,at , •,, ,,... . _____\\\ \ , \ \ Alk . \A\\-- i''- \\\ )rdirC70,41°.C7.141.4174°711111\-' IIP "ii -) 'APO I!!%OOPS' woirrtnrc _.` \\\- --__-\__\--IC 06, , • ..._ ..• •, ., ' \ , , \ , \\ \\\ , \\ --\_.\---;\\\ s�oPE 12 IN. MINIMUM UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER s WOOD STAKE PLACE WATTLES ALONG SLOPE CONTOURS. — SECTION A-A PROFILE NOT TO SCALE NOT TO SCALE \ FILTER FABRIC ------ CRUSHED AGGREGATE GREATER THAN 3 IN. BUT SMALLER THAN 6 IN. GORIGINALRADE WHEAT STRAW, RYE GRASS STRAW, — U oVJ ,....\_\__::____\\\____: \ �/„.......:\\ � \�\i; —vim 40. ._-, • � • � 1 STAGGER COCONUT OR .fi / / s . � o�� • JOINTS EXCELSIOR WATTLES \\ � ” _\ \ \ � V \--":" ---\--- ---\\\_-%\. II ° I . 12 IN. MINIMUM UNLESS OTHERWISE \ 1 • ',C.- -° SPECIFIED BY A SOILS ENGINEER ❑ V SECTION B-B 0o SECTION NOT TO SCALE ° NOT TO SCALE DITCH TO CARRY RUNOFF STAKING SPACING TO A SEDIMENT TRAPPING ❑ 4' O.C. DEVICE - FLOW FLOW cLO GG JPO 5�` i 'SD • + 0 P•( MINIMUM 1' � °• °• ,' ° OVERLAPPING NOTES: • ON UPHILL ° A 0 SIDE 1. STAKING SPECIFICATIONS: WASH RACK a o a. 1"X2" WOODEN STAKES . •4111111011r b. ADDITIONAL STAKES MAY BE INSTALLED ON --- p DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR p HIGHLY EROSIVE SOILS. o • 2. SPACING IN ACCORDANCE WITH DETAIL 940. �,' B fl 3. REMOVE ALL ROCKS, CLODS, VEGETATION OR OTHER v, __, OBSTRUCTIONS SO THAT THE INSTALLED WATTLES o TYPICAL TIRE WASH WATER SUPPLY & HOSE PLAN VIEW WILL HAVE DIRECT CONTACT WITH THE SOIL. 4. INSTALL THE WATTLES IN A 2" DEEP TRENCH, 3 NOT TO SCALE NOT TO SCALE INSURING THAT NO GAPS EXIST BETWEEN THE ci SOIL AND THE BOTTOM OF THE WATTLE.. THE w FOR FURTHER INFORMATION ENDS OF ADJACENT WATTLES SHALL BE a ON DESIGN CRITERIA SEE OVERLAPPED 1 FT. MINIMUM TO PREVENT NOTES: CHAPTER 4 OF CLEAN WATER SEDIMENT PASSING THROUGH THE FIELD JOINT. ca SERVICES EROSION PREVENTION up 1. MANY DESIGNS CAN BE FIELD FABRICATED OR AND SEDIMENT CONTROL t PRE-FABRICATED UNITS MAY BE USED PLANNING AND DESIGN MANUAL. a. o a_ 17 N.N CD TIRE WASH N STRAW WATTLES -,„ MANUAL HOSE WASH C1eanWater Services C1eanWat -4‘1Services E DRAWING NO. 865 REVISED 12-16 DRAWING NO. 880 REVISED 12-16 0 0 -U Li h T TIRE WASH DETAIL 2 STRAW WATTLE DETAIL rji PRO,Fs�C6 NSCALE: NTS �NGINE�cR goy -0 m SCALE: NTS 75689PE tz r- too ORIGOREGON a. o DRN: NS MAY 2018 PROD NAME: SHEET TITLE: SHEET: rj OF: 32 DWG#: h D•fied s, �� i- 65 DATE: _ y DURHAM AWWTF EROSION AND SEDIMENT CONTROL PLOT ✓GNE 07. 2°,,� �P DSN: DK DWG#: THIS BAR IS ONE INCH �i can /a�er Services TPS BUILDING DETAILS 1 DATE: 4/26/19 cy�Ft TAKEOkce - WHEN DRAWING IS FULL LANDSCAPE AND IRRIGATION PLC#: CE-03 EXPIRES: 06-30-2019 CHK: - CAD FILE#: 6788.20-DM-ESC.DW ; Our commitment is clear. SCALE. y o APPD: - SCALE: NTS REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 P ROJ ECT PROJ#:cws6788.20 ENGR STAMP: ii a MAY BE USED SHORT TERM i u W/ UTILITY WORK AND W/ _ PHASING OF DEVELOPMENT �\ raii��ns t!` i ■��fiGiiiy�i _�_ ±�n..,ri�1��r�/IN,I mss= — >.__, ' t f u. 1,1..--- ----_ -- ' 1.21151.11"1% nl�l��lj4iii ' � rli l ,- u i 114 u�mmili , I iiii ' °grim i l FLOW ;:�i.i°;II . ,,.ui..,.... I lb 1JJ'H_ ii i , Flu III IIIIIII MIIIII - ill 11 11t►u j • a�01111gnl I111J l IN! li�' iu" I �P) , t _ --__ _. _mum i . i - ` !11 I 11� SII r :,.i.;.___ ... = ..�.:�w�i' .: GENERAL NOTES •, 1 TRACTOR TO REMOVE CONCNRETWHERE SHOW , OEN WOOD, RE-BAR, AND BASE ROCK TO NATIVE SOIL. S 2. SPROTECT EXISTING IRRIGATION AND _ _ _ - FOR DEMOLITION.S NOT MARKED - --- _ • �) - . . r. �- fir._ a ' i b --- , . . .. 3. TORE ALL _ • :: CONTRACTOR TO RES e� vsy AREAS DAMAGED BY CONSTRUCTIONCONDITIONS. TO PRE-EXISTING i1• Q• I 4. REMOVE TREES AND VEGETATION I r- `' .114. 41, AS SHOWN. a 6 . o 0 • • 5. DEMOLITION INCLUDES FULL ` ', • `�. A FOLD FOUNTAIN EDGES. t G . .. • REMOVAL 0 �'� •�� , SEE DETAIL 2 ON SHEET D-05. 0 30' 60' • .• •• - _ X W13 *40 I9J a,�,_ _ •. • 6. WHERE INDICATED, REMOVE OLD j4�s 1, �:� tif 1, IRRIGATION COMPONENTS AND 1° LL1 -�a. � ; �� !� /' • �F . J2,, W14 REPLACE WITH NEW SYSTEM. �r 7. AFTER DEMOLITION, CONTRACTOR . . .. 14. I /1"7 • ~ vv it TO PLACE 2" DEPTH OF COMPOST ' DO �� OVER ALL EXPOSED SOILS. 7 :, „ - A i 8. ii;;: TOR TO PROVIDE WATTLES0. _, w�Es —i .,, ,,, 2” , . ' .. . . M. I C-5 T.' 1 TCH BASINS PRIOR TOcc ,,., I N.I 14 9. TOR TO REMOVE ALLBANDONDNTEDGE TEMPORARY FENCING• H BASIN BIO-BAGS AT THE11"44"1 MVE PROJECT PRIOR TO . .* BARKDUST. LO , :: . -,- ; ' ' x4 ' ' ../.41 i O yI 10. RELOCATE PICNIC BENCH TO AREA �\ X � �� / / , E a �F^_ '. cr DESIGNATED ON SHEET D-04. I / 0A2.1..'r 1 PROVIDE TEMPORARYCl° I f` xJ /;/ / �4 / � �Ir VALVE .. .CONSTRUCTION FENCE I • . ,' •• ° D-03 11. INSTALL TEMPORARY rx /� 'E' CONSTRUCTION FENCING AROUND TO PROTECT TREES ' �• /' \ . � `• ', , � � •• ��;',� � `� . . TREES AND VALVES PRIOR TO AND VALVES, TYP. � � � � /i/0,,7. . m \ A. � - � �• , , � ' ; � _ �� ., I DEMOLITION WORK. SEE DETAIL 1 SHEET D-05 / �'~ fl //ii 1.5 L�-'+ j ! G -`=' - &r I 12 RESTORATION OF TEMPORARY (BY OTHERS) I H6riaP , . jT' -`� ACCESS ROAD TO BE DONE BY c . , /11:- .e , _ 4 1 '� • �� i LANDSCAPE CONTRACTOR. 1 .5 'F� a I NEW RAIN / IV r �-4' , , • " . I 4 y 13. SEE SHEETS D-02, D-03, AND D-04 GARDEN LAYOUT ] � ��5 i• .�-i'Ir F J I FOR IRRIGATION AND OTHER SITE '.- , •• ��. �. T I DEMOLITION INFORMATION. X1 ' ♦ • Q= Q° ,A1`:. I I/ • CONCRETE REMOVAL INLET PROTECTION - rr4" '` — — . '�= . L _ _� y.► �— ,,. \� , . . ��+I�r. SEE DETAIL 3 ON „ (BY OTHERS) 1 c I. 4 x (.7\.� /� ' / V ' !�8 " ., c�11 �J SHEET CE-04 :�, C / �` '[]'� TYP. OF 19 x [I 0 ,rer. : /-1. risf, • ‘ WIN% .. .,-. .> — _ -, _ , ..21741, ,, , /. .- ' r4if ..::-/ ' TV ----- - := ,o..,..„,,,,,,,,,, .. .. _ di. --- / .,-, I , iL4,4, :Ast ":+4 --br :".,- . _ di ,-07, _dia, --#11". 4114 i c.f: T*7 opt witt. . - 1 ij/ /. 4445-s -7 p-„, _'' ' .7,4ii,l' - -* • 0 4- .). ,=, ,,,,,--)0 D I, / ,,,s- , e-N-- _ .:.. .41 -.44, 1,;41/41'.;./i4/,' i ilk '''k CONCRETE DEMOLITION I / �-� . / 4''''''''C' ' R • • ��" (BY OTHERS) v - 44�i -;� .T� 4W4 �!� 41E. , .. . c ,.*0 / -"Nore'. ,.. * 0 g.- 4. I D -04 , , 1 !dr ,` 174.542tolii!:0464 • q- �R 2 r f�„ 0 ct_ x x—X 1 1 ii - — test j .. SRR / 0 I , ,7Lxii 2 1 1 -- .7_ -4`-- '-'0'1 />41.' ...; / - ;f- ' -' c I G G e-* 4 REMOVE 4X4 •,•Ar . V/16 • \ +' N �� ,, ,,x LANDSCAPE LANDSCAPE TIMBER �,�.� PROVIDE TEMPORARY .,� X ,��'` N+ A (6) o CONSTRUCTION FENCE- = '� �� rI + 1 �. ^ / C iii TO PROTECT TREES � x ; ` 1 ` x a I • R Q H AND VALVES, TYP. N - 1 �, ��, ;� ? ._ SEE DETAIL 1 SHEET D-05; , I" ri -. �r N Q (BY OTHERS) : x a •. rTio _0 . .'N / 1 .'k .S- :* ' _. .:: N q - - - - - �= - — — ,=171. 2 co \'_ - . 12" IE 1 :6.67- p ti a) o) . Y RE VALVE VAULT rn rn \ o o N�z 9 o_ TO HIGH SCHOOL cd ao - TEMPORARY ACCESS Cn 4 NN �:. 0- ► FOR DEMOLITION AND cr H () i1 CIVIL WORK. '" 5249 CC '`(13Y tuiIHERS) '22 A21 A18 - A1$ A1$ A1$ A19 \\TM 2" 2" ' 2" 2" 2" 2" ` a eb Ma (3659 N illik F,, 7137. c - - c� J ^' 0 G D D D C p � � i (�'j' s►=�..1 D G E � 611 10I � 1i 51111110v.— tc r1,.1••f/ I � .gut f% .] l' r.01 i-. 1 . , 4 H DEMOLITION SITE PLANm= 0 N5 �N�I NEAR �O O 1" - 30' . 75689PE U ? co on m - - - DWG#: h, V e ai JC.96 lire 3 o DRN: NS PATE: OCT 2015 PROD NAME: SHEET TITLE: SHEET: 7 OF: 32 vG ry 2 - DURHAM AWWTF DEMOLITION �� A, o, 2a, �� ci ci c° DSN: p K DWG#: PLOT 4/11/19 hqF ��P in °' THIS BAR IS ONE INCH CleanWatier Services TPS BUILDING D-01 z TAKE°�D CHK: DK CAD>FILE It: 6788.20-DM-D.DWG WHEN DRAin 7WING IS FULL Our commitment is clear. LANDSCAPE & IRRIGATION SITE PLAN PLC# EXPIRES: 06-30-20191 SCALE. PROJECT CWS 6788.20 ai o APPD: SW SCALE: -- REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROJ#: ENGR STAMP: 0 GENERAL NOTES - 1 ... ' --, .,) — — — ... — — iii. — — ' 1. WHERE SHOWN, CONTRACTOR TO • ° Qp ' -�� TYP. PROVIDE 2 REMOVE CONCRETE, WOOD, RE-BAR, 0 4 p Q WATTLES AT EACH CB D-05 AND BASE ROCK TO NATIVE SOIL. .r "Iii6 ;T PER DETAIL #3 ONI - SHEET CE-04 I 2. PROTECT EXISTING IRRIGATION AND 4 __ ek SITE STRUCTURES NOT MARKED q p FOR DEMOLITION. `" 1 ` A Ei6 3. CONTRACTOR TO RESTORE ALL 0 ` AREAS DAMAGED BY 6. CONSTRUCTION TO PRE-EXISTING a I CONDITIONS. 4. REMOVE TREES AND VEGETATION 4 °.....'.....-//7/ . 4 . AREA 'I' REMOVE SPRINKLER HEADS. °4A 4. �' AS SHOWN. CLEAR AND GRUB EXISITING SHRUBS • t TO 3" DEPTH. PROTECT EXISTING A . Sa (5TREES. ADD 2" DEPTH OF COMPOST 1) ° • I a TO EXPOSED SOILS WHEN COMPLETED. i 4 A 4\ Q# KEY NOTES (E) STORM DRAIN LINE 10" / � • t116.\\ 1. SALVAGE PICNIC TABLE AND ° // i A Cr) RELOCATE TO NEW LOCATION. Q( . ^ C] 2. RESTORATION AND STAINING OF ca A A PICNIC TABLE (DONE BY OTHERS). N / ' S W / _X x----}��x max.'` " A 1-1/2" SLEEVE FOR WIRES I c . 4 ° \ -.. A W 'f \+ AREA 'H' AND 'J 4 p • 4 REMOVE STEPPING W x �+ ° . REMOVE SPRINKLER O S G cn " �/ 4 H5„ HEADS. PROTECT TREES A STONES AND ROCK W fx 1.5 0 • >, (BY OTHERS) z ,� p . 4 p A ° .' 4 I A �. --PROTECT VALVES J f REMOVE STEPPING p . A t� 4 _ x CUT CONCRETE AT X ° STONES AND ROCK. q ° -Aire `4 H 77 EXISTING WALKS AND - ° -o ( *V BY OTHERS) a p p • - ��` . A 7 x 4 Q q BUILDINGS. —, Q p o p I p o II f I I Alk. N •. / L'Oi A x a . N. j 1 C L. �\- .., Al � /1°. p 1 �� 4 p - 1 q -',$ r) ' \ ' bap \, , �SHH3 r 1 , � ° q i 1111k41\0 Mil A , , / \ \ g ill1( . N -il \ , \ N..- \.. . /AI&/.,. -------1 \ 400r4 NYIF:41(b-' 0 C "" ' ' ,,, eit . b. . 6,e„ --7 i 1 C71 \ ` O1 I / Alkt, A PROTECT POC VALVE \ ,‘► / l } n ' , p + j��r 10j II . ° Q° . — AREA 'E' REMOVE SPRINKLER HEADS. \x �� 110 q \ Cr CLEAR AND GRUB EXISITING SHRUBS •/ �" PROTECT VALVES TO 3" DEPTH. PROTECT EXISTING \'� 4: . DEMOLISH RAISED1111Pp A O TREES. ADD 2" DEPTH OF COMPOST + x�x / 4 p • N • PLANTER BED. SEE - TO EXPOSED SOILS WHEN COMPLETED. \+ x�xf % 4 A (B) (D) AND (F) ON SHEET D-06 fr 1E , . 4 .'l►4MI; — FOR REFERENCE ` • a illi- � REMOVE 2" IRRIGATION �/ ° 4 ° SUB-MAIN LINE 1 0r i //� / \� i S r ? (BY OTHERS) ' �� / / �► ' RR cr �. I / 1 4411h.' AREA 'J' AND 'K' REMOVE SPRINKLER � // / 1 .5" \� ' b. 1 0 '0 / ,/ A . . ' ,,„_, -. AREA F AND G SEE HEADS. CLEAR AND GRUB ` � /001:411 / / • � \ � �/ EXISTING SHRUBS AND TREES / / �� 'RR _� L 1 SHEET D-03 FOR DETAILS TO 3" DEPTH. COVER AREA /kir / � `WITH 2" DEPTH OF COMPOST l - ---- –yi144e.711114,„ // �/ \ y*, a1,,' p AFTER FINAL GRADING. V A o RC / 1.5 .� �` ' x'.lirr \ 4 ° Aq 8 REMOVE CONCRETE ° !j a _. /� 04 fir' p �� Q (BY OTHERS) o o o _i_ � I*1 i a I oziN T fl 0 Ak I r-- / f iiii;), , ,,„.., is A/1\ All!' it, il / . \f' I / AO I 41111111. 0_ I A 'N , / IT 1 / / / -I lir -I': .. A , ..._ f , a ,,,-") 7' ...... _ _ 4 ,•-• 116p / !hill , 1 • 04:11 °-' ee N. co i 1 A 1, t ok, -A' 0 4.: *01 ' .407.--- , , , , .. I _w_Ng / / N. i T: '* .a, , , . o a. Lin x_),------x-----xx -1x� / \ )' y.E. �lr i./..- � / / 4 1 . Z. . •-. 411161k°1- kAO .. L. C\ 1 /--'"x I MATCHLINE SEE SHEET D-04 L DEMOLITION ENLARGED PLAN 1 OF 3 0 10' 2R'aF Ti" . . ��5` �NGINFFR�uVfb� [D CD u_ - - 75689P� vs PROJ NAME: SHEET TITLE: SHEET: 8 OF: 32 DWG#: V ita€.Si9aatume � `v ORIG N DRN: NS OCT 2015 O DATE: OREGON ,- DURHAM AWWTF DEMOLITION ,ry aSN: DK DWG#: THIS BAR IS ONE INCH ` TPS BUILDING PLOTT : 4/11/19 _ �'C3c, r 074�Q�\�`�� G`�eanWaber Services D 02 AKE LANDSCAPE & IRRIGATION ENLARGED PLAN 1 OF 3 WHEN DRAWING IS FULL PLC EXPIRES: 06-30-2019 F CHK: DK cAD FILE#: 6788.20-DM-D.DWG Our commitment is clear. SCALE. PROJECT a APPD: SW SCALE: --- DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 CWS 6788.20 REV# DATE DRN APPD PROD#: ENGR STAMP: J GENERAL NOTES 11-------- 1. WHERE SHOWN, CONTRACTOR TO - . \ k` k'S' 35 • / REMOVE CONCRETE, WOOD, RE-BAR, 111 , 1 W" - AND BASE ROCK TO NATIVE SOIL. 2 2. PROTECT EXISTING IRRIGATION AND SITE STRUCTURES. 1 3. CONTRACTOR TO RESTORE ALL 1 A) �IP: � L AREAS DAMAGED BY CONSTRUCTION TO PRE-EXISTING CONDITIONS. (E} STORM DRAIN LINE 10" 4. REMOVE TREES AND VEGETATION a AS SHOWN. Q a -____\. , 4 / a L Q / a Q H• A aQ `. a i IALSIVIli .. N f / N 4 N O ' ' aA-l . A/ . p ill . ,7' X AIIIIIpp,p,`� Q 4a I— ' , -: a �' 4 W � W � A a 4. a Q 4 tx r� 111111111111k44 A vJ W 1 a 4 4 LE w ' ' ° AREA 'I' REMOVE SPRINKLER DASH S. 4 ° . W i CLEAR AND GRUB EXISITING SHRUBS Q b. , c Z '` 4 TO 3" DEPTH. PROTECT EXISTING a iv I _ / TREES. ADD 2" DEPTH OF COMPOST ` a H �� a WHEN COMPLETED. Q • 111111 i 2 1 ._..,.. 4 ° .t Cr p 4 • r 4 . 4CIa a Q i I , . . . N 1 A Q a Q a a '4 a LN 4 0----L '''''-"'''.----..„ a Es . • L''''''''----, a Q 4 © t��. 4 a 4 ' 4 • p N 4. • • / 4 1..._ , \ j 1-112�'S�EEVE a 4 PROTECT VALVE o _Lo- �` If t/ II 1 4 1 1 O 4,4,,,a / ��{ a 1. Q OP cy,y,Iii), , a ' ir ---*,.....17.,'Er'7'.11 b. \ 4 a I . 0 \‘ - - 'CI- 41111 9 W I F , . , ... ., ..,. ,_ . -,......,.,, 0 ❑ / I— IJ\ as "------......43-, W `ice , �� „/ = 1 �I'' AREA 'G' CLEAR AND GRUB EXISITING SHRUBS ' — _ '"-'� Cl) I INCLUDING TREE STUMP TO 3 DTH. PROTECT W /� a 1 SPRINKLER HEADS. ADD 2EP” DEPTH / "----...,,,,,,, -� Q OF COMPOST TO EXPOSED SOILS �� Z // WHEN COMPLETED. 1111Z 3 2 REMOVE EXISTING o 0 I TREE STUMP �� fl Q N 06 co AREA 'F' REMOVE SPRINKLER HEADS. Y ill!' CLEAR AND GRUB EXISITING SHRUBS ��o. I TO 3" DEPTH. PROTECT EXISTING „aro, ~r-L TREES. ADD 2" DEPTH /..„... OF COMPOST TO EXPOSED SOILS I WHEN COMPLETED. . a 1 i7ift ''''.? - -4 -.:___L-14,., f i 'gild - / I 0_ I ..----- VV i .tE o 0 10 (F h DEMOLITION ENLARGED PLAN 2 OF 3 — ass. '� _ (.;,1-----1- ko / 75689PE O� = 0 1 - 10 I 0 m - SHEET: OF: 32 D Sc *u e -E I I PROJ NAME: SHEET l ITLE: 9 dwz;#' OREGON mM DEMOLITION ✓ "E fl7• `�°�� iz:o DRN: NS DA E: OCT 2015 MIIMMIIIMI DURHAM AWWTF DATE: 41111'!9 cy'�FL 10��P o DWG TPS BUILDINGDTA a Ds"_ DK THIS BAR IS ONE INCH �eariWater JGl V1CeS � � _ PLc#: EXPIRES: 06-30-2019 WHEN DRAWING IS FULL Our commitment is clear. LANDSCAPE & IRRIGATION ENLARGED PLAN 2 OF 3 CHK: DK cad FILE#: fi788.20 DM-D.DWG cws 6788.20 ENGR STAMP: SCALE. PROJECT PRDJ#: APPD: SW SCALE: --- REV# DATE dRN APPd DESCRIPTIDN 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 L o r LL � - ` _ Fsr-vie Ai * MATCHLINE SEE iiiiiic.SHEET D-Q2 im 4 ba — . — — i — . _ i �. ■■ GENERAL NOTES _fes PROTECT VALVES u,�+ _�� // O p'� � �'' N. 0..."- - 1. WHERE SHOWN, CONTRACTOR TO x ti \ / r�� / 4 REMOVE CONCRETE, WOOD, RE-BAR, r f "- 11IIPV" // c 4 �� 1 AND BASE ROCK TO NATIVE SOIL. x AREA C REMOVE SPRINKLER . . I .;, HEADS. CLEAR AND GRUB 4 p . 4 ' REMOVE SIDEWALK, 1 2. PROTECT EXISTING IRRIGATION AND I ,_,.J�� EXISTING SHRUBS TO 3" DEPTH. ; L. CUT CONCRETE AT SITE STRUCTURES NOT MARKED COVER AREA WITH 2" DEPTH / 4FOR DEMOLITION. X r I) ` / ° �� EXISTINGBYOTHERS)ALK. PROTECT l / OF COMPOST AFTER 4 p ( 3. CONTRACTOR TO RESTORE ALL VALVES FINAL GRADING. a AREAS DAMAGED BY 1 W 10 `eil.4b / �„ �~ , ' CONSTRUCTION TO PRE-EXISTING �i� Q• 4 1 CONDITIONS. x N �� 1' l '�' 0.--.10 p ....:.\\)\/ AREA D' REMOVE EXISTING 4. REMOVE TREES AND VEGETATION_ • A AS SHOWN. I x ,. 4 SPRINKLER HEADS. SOIL d b �� SHALL tit (.,KAUtU ALUN1D D-05 ' 100. , ,, ts THE WALL PER __,... ' „ 1 4 DETAIL 03 SHEET D-05. I x J /r p 4 A. 4 COVER EXPOSED , rir _� c A SOILS . .„ /r A �� Ir.a ° WITH 2” OF COMPOST '� X • , - • ° AFTER FINAL GRADING. ,l x AREA J REMOVE SIDEWALK, 1�;�,1 �! � 1 �� RETAINING 4X4 BOARDS f / • 4 0 . , �� , !) - '_ AS SHOWN. CUT CONCRETE AT x /:// QCZ ° El ° � ` 'EXISTING WALKS AND I44/ 4BUILDINGS. ,xX -----"'" / i 4 4 • , (-4-._ —_,��x x�x v 4 `i� �4b. tAl1 xx - / V 0 4 ry / A •:' ` � ,, / 1 / �(� • p 4 la 'p . PROTECT VALVES AND / ' ` a ) �� ° WIRE SPLICES. // 4 /p -�� 1Z x"111 • /R, / / t.,9 a p4 • / /R ,��I 2 \ 410 I / AREA 'A' REMOVE ?>"1 a • 10 ° `'� �IIIII _,..... c, �► ° , °�� A4 1 a a a trill 1;�- . AREA 'B' REMOVE EXISTING \\ /r .a 4 ° 4 ` ' 4X4 LANDSCAPE \ • / a TIMBERS AS SHOWN / rr . a A 4 , 4 4/4 . 1 AND LIGHT POST. 4. / a 4 a \ (BY OTHERS) a // / / Ia - / �` SRR 1 X /IX X N X> I f XX-X---.A.. / A` - // 1 �_X x1 � \• r/ / v\�+ 4 I I j . <1 / <2- I IIIIII \\v. ' x� v' W a aJ a TEMPORARY ACCESS I x1 1 �l w FOR DEMOLITION WORK 1 1/ ,Adb IRR IRR IRF IFR IFS. I / / G G G x �� G --- ..�� G k G G K GxJx / / x1 � $00."4""J471 I i I --\ / li � 0 I x1 ell - -� �� _ x1 �X�x�x�x,x- --x1( PROTECT LIGHT- T1jr '• ••ftr.....' max---x POST N �� v xf X�,c x�"�X JUNCTION BOX j� . X x X Iry.+ill IP 'x—xi'` N L� �� - Si I ,..r.)rtier 1 lilk I I2 ... I I �` y►r:�X��/X 1 ' `� TEMPORARY CONSTRUCTION �� °H F V V �, FENCING TO PROTECT TREES AND _ i....... ,, ixx , �� \ VALVES. SEE DETAIL 4 ON a 00 �- 9 1 „Nit, , /1 I SHEET D-05 (BY OTHERS) 1 ;� T� �' 1 .....S.),,,i „ ,. „ . Ei © �� CIS 'u C _-_ • 0 (__o u---1 Ilitta: �'� co , . ti • pA---- ......, ..__. r. , a iii `z +i 41 a co 1- raj Ii. 1. -4 _4,0 *.r. 4.m, x t ° 1 I in fr �� I x 7 ),......„( ii 00 a IJN j i�l T �+ A 1 _____„ x_____ it 1 v w CTI _ x��x-.� '�X--X�x o `' \,, x�x—x—x 1: 1:—x----- x I L 0 ■ r `', - w - ■. 1! an - - - .ww■ww - - - - ms im mi - - - - me ow 1 v . mil ”" ■r I .■ V19 A■ rw ■■ I I ! M § -E DEMOLITION ENLARGED PLAN 3 OF 3 0 10' o'aFFs -.=, GI ra m 1" = 10' �C.J 75689PE f��" • E - - - - -0.3,40 i/-;f p uptatzpre ORIG PROJ NAME: SHEET TITLE: SHEET: 10 OF: 32 DWG#: �` `�`� 'S 3 DRN: NS OCT 2015 DATE: OREGON DURHAM AWWTF DEMOLITION PLOT �c �G" o, 7:3� �� a m DSN: DK DWG#: S TPS BUILDING DATE: 4111119 D-04 'S4 �P in = THIS BAR IS ONE INCH C1eanWaber Service �� TAKEO�� CHIC: DK cADFI>"�#: 6788.20-DM-D.DWG WHEN DRAWING IS FULL our commitment is clear. LANDSCAPE & IRRIGATION ENLARGED PLAN 3 OF 3 PLC IEXPIRES: 06-30-2019 , SCALE. as 15, APPD: SW SCALE: -- PROJECTREV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROJ#:cws 6788.20 ENGR STAMP: LL 0_ (E) SIDEWALK TO BE DEMO'D SEE D-01 FOFINISH NEW G RADE K////////////A , / RAIN GARDEN. - co t- 1 r A' - , I REMOVE ENTIRE FOUNTAIN EDGE CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA. SEE ...- TREE TREE PRESERVATION PLAN FOR FENCE ALIGNMENT. , , Ap, 2 OLD FOUNTAIN DEMO DTL D-01 SCALE: 1:20 i i / , 4 I i 1%.11.1 .,s 4 C-.1. ti.\ TREE PROTECTION FENCE: HIGH DENSITY 8.5 X 11 r� a� ,/ POLYETHYLENE FENCING SIGN LAMINATED IN ' 'i''�`' r ) T' - WITH 3.5" X 1.5 PLASTIC SPACED a P� `� %,_ _ $ �,� OPENINGS; COLOR- EVERY 50'ALONG 4"' f IV i K ' - Ab 1 ORANGE. STEEL POSTS THE FENCE. 1' -41"-i . \ 7 INSTALLED AT 8' O.C. ',ir �� r. , 1• ■- , 2 X 6 STEEL POSTS OR APPROVED EQUAL. NEW WOOD SLATS 'I A ' I naNNaN.1a/iliN ` I ■.N i. aNINNI 5" THICK �� (BY OTHERS) ■Iw HNiN1■iN Milne NN•NN1N>I+g. as NN HI�gHHskH■N1 DEMOLITION (E) CYCLONE FENCE I KEEP OUT ■■■■■.■; no ;users..■.■■...■.■imorumpos ■■■■s■N� LAYER OF MULCH. TREE • na 1a Na/I..NINNI/aNi1 =MilI/iN/1� (BY OTHERS) MIN IIIIIMIN AAAA witsmissmairesmasemannuesmieseami - /.N i �I.Ni/.N.■illl.H./aN.I.N.'aN./iN.NNi.I o imume ROTECTION :ISIIII:' I" !IIa$:_.a.ai'I'��:Ia:alla .a.rk a.a..:::I 1. I.N■Ia.■/Ia mg!Iwoe rallawaNS..N.I.NU.i . .U ..•ll d. ■ ....aa.. . ■. a..:■■.a■a■.a■i■i MAINTAIN EXISTING ACID WASH TO REMOVE AREA ■• ■■■•�■■■•�■■••�■■N..i..•.... .■■■-•.� • ■■■renes■■■ .,■ ■■■■■■■s■■■■au■uu■■au■u■■■■■■■■■s.,■.■■� GRADE WITH THE TREE DIRT AND MOSS FROM iN. /..Nfa.NI.iHI.iHIaiN■a.NI. 8" Ii.l.iNal.Nali..aliNlNNa.i..ala1 Ii.i��iNa I ■ .I (E) STEM WALL M rink N. EXPOSED WALL _ „,----1, ,,--1; 1,-'1, 1!1, ,'-';',>,;1;\. PROTECTION FENCE UNLESS A \7 SURFACES. ��' �� I `� ��1 ��? / NDICATEDONHE OTHERWISE Air(BY OTHERS) 160...---.........-44. — �• 1 1 ,- ,� � ,� —�..�'- PLANS. ' . � ,. ,, CV \ I'� / t � _ _ REMOVE EXCESS DIRT ` AND USE AS BACKFILL IF NOTES: IACCEPTABLE MATERIAL. 1. NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED ARBORIST. (E) SIDEWALK 3” / ' 2. NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDING DURING FENCE INSTALLATION AND REMOVAL. [ air I I I i I I 11 0 0 iii31 0 CO WALL GRADING DTL 4 TREE PROTECTION o D-04 SCALE: 1:20 D-04 SCALE: NTS 0 N cci co ti CD Y a NOTES: cn 1. GRADING TO BE DONE BY LANDSCAPE CONTRACTOR. 2. PRESSURE WASHING TO BE DONE BY OTHERS PRIOR TO In PLANTING. 0 3. EXCESS SOILS TO BE MOVED WITHOUT TRACKING ON E) SIDEWALKS AND ROADWAYS. ? 4. COVER ALL EXPOSED SOILS WITH 2" COMPOST. U) m 5. PROTECT EXISTING TREES TO REMAIN a. E 0 E CO �� Ep P R pF4ss 0 0 �.CJ �NFR �aGINF . co m 75689 PE U- rn- E - - - l�i9`r`.." $[9oteleaf[e io DRN: NS ORIG JANUARY 2018 PROJ NAME: SHEET TITLE: SHEET: 11 OF: 32 DWG#: OREGON DATE: DURHAM AWWTF DEMOLITION `�G�F 07 20, �- Q cn DSN: DK DWG#: THIS BAR IS ONE INCH ` i TPS BUILDING DETAILS DATE: 4/11/19 ti9F� TAKEO�0 CleanWater Services PLC#• D-05 0- 4 CHK: - CAD FILE#: 6788.20-DM-D.DWG WHEN DRAWING IS FULL Our commitment is clear. LANDSCAPE & IRRIGATION I EXPIRES: 06-30-2019 1 SCALE. ii o APPD: - SCALE: NTS PROJECT cws 6788.20 a. REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROJ#: ENGR STAMP: J V,:' �' {" ` t7�M�H�.�IC1H J�2";Alt. 1.4.M471.4.-g,,1I..1: • EL,172. 92 T.W. t,___I- f` i✓L. I .o1 ." " �i I - I r1 SIM Gr y. ,�+ h r _ - .� t-4?-10. [ r • „. . r YrsHTe•rrattiT OF t1HlZ{ 1O T, <• ,, , 5 . I. A TF r/o..r;.41, ,172.92 _w , Y w �.. 1 „ ..,„ • • .N. ..„ 1 1 Ct.: Itoe),001 ,o)itt4,..f2V W-a,"yee4' 112 - 1----0) . i _ E'( . t� ..1..1 ;r- r ri'I.4.�4`-'' ,(a O�I'L�,.a. �1'=pr,�r13 Ou i ! tt • u ',' EL. 171.�!o n .0(.1.49"-- --" X+`� 17r I�. 0 D .._ • �EL. l�o9 C�0 8' �_p �jiit. L1 ELM.% Go TW _.__. • ��. �M -- :►• wthLK , . �'," v STAMP 0 01N.,4-01 : 40312%60' , '-C'�c�•=D't 1 _ 1 t A� 1 ----\ ,0 ' / r \/6 -Y To C3t�M I N. u1.1ITE &OTT. G�JI` . �..P _� J� O t '� / MG+F'i t .v4--�•) w/ v12 FLA4►T FR.J. r-. -. '.8L,46, C) S1M•, 10 �'< '- .7�� r�11' .G10' c'oI`gio=!i"-tTt)Q OF '`4+,ts ` 8�r .r•04•1TZ, •• • , i� I yiA1.L TD t'`, " >ac. `i I.. r II- r . . • _. -.-�_. _ �''l �/� °i '7��_`, j 12J.oY�` �j'1�>'C'rJ�'C" 10 _ _..- - MATcH �---� �•1?� IM r let" g -,. T.W.-• 6. ��..tT2.40 T.W. Si-AP,� E ,r ��,� ��, 2 ` rr - �.fa�!' /L!.!1 .Gfl�t r�r!�"K�?1Cin= ' 1~1ANDRA,Ii- 1 ' f �. 4113) I M � 0 ,'�h? " +f t T.W. E.1..l'71.340- `� , ` t , t i . D q 14 stM ' • '"'' \ \ EE. TO G-5 / '' ;- ♦ or N ,1&7-1.d / V I ? & 9710.?O /1Q,I 0/.2.0 4:4..,t,4,..914 : ` t f*��/ r �fj } n�j �I /� trv� � •'' �'-O� I'Dt� �� ;� + �lip � G�1 ►r� :Aitki....L r. • ��'r�.�.©• �n /'/f' ;�[ I �� iaJ Irl + /�`+ -+r�`'1R +'�`_1M I: TOP OF Ta �.• . iiiptf. • 13 5 ,. j • _,r,------ 7 �_ r I-- s - r•DINT 1�' it, v � �`�, t /1- ` t T� :44144: 1��. at 't �''o# ?r MCy 61'wo�Ggg T - SI.At� " ! ` 'EL.1Tt.3 j{ _ �� 1^M1 � C• 5r aob o T SW �.iGHT Frxtsr !v1"t :11111:::14::1111 112�.70' :::::::kt::4644,;-:: MO��' ,86''t '► /y �:stAiTaLCE14. 51-6 T(�fG�►lr AT LGL ON (3 ll�•4TIDM,Trp-' t" •��' ec ,-_ ,, :' • {fes %3�C • 6/.•��f9 t� 110 a V • 0 14, 4rI L�4 1� 1 /� (.r1F++ ,- ` I ft ,1 . C''-• er jt! CD1® )Y4f:7:°1111 1` MATCH WI�LI( I 1 -0 /317 3 44s )4,0_,e I /ff- .l , /: ' �1 �.�iJ' ' • • / e(D• / ',. O7+.' 7 • . - -, t . ... ti , 4 : Ir'Lh'�"'�tigot0 1 ��J \ C r I. dk. • : ,-• e tl 1414.2 IF:04,01'4.420.4<0.6et t.4,,bs, -r. • t • 1 I /Q'-Q`i- t T.W. ill.2'5 �• r . , , .:; I 41210 ;��J1�1.�?} �14U.00� M f �'( i- . EL. �► ' •. I I - �� ► ` • •'r I(o G 13 X11 ,4l7 '2p)II b.r.0' 1''I.h• 7. / 42CD t 4IP. MA�tH l � (` II:L. 1�9.7D r 3 EL.169 6'�.s .12;;;,,,, 1 r ,' �. ..�rJT . ��1.+ it 3 M I N.gUNITE t3oTToM •wo t� • - - - •• - �', • I- r r' ': • • * • - 4 •1, - TIN/' /f'Z� •n Fly.oaT FtNr r-4' 6�ra4`9'4vr.w.F+ v. -rre;--- . �' AYt #'r 6,��' G tuE14T 'VATE�.S7oP TyE:_ . . .40 ,‘: ••••• -::::, . , C6- S I '--- V1 �I 1 1.� 1 ... _ _�_,...._. .moi- ' .., _ T 8�X[3''t�I' t✓ 51M FRCP.A�GIC,I►F14•.i;�l�-t �' ".� _ __y �. ,,. I/f' j�' - �►l� t'. / {I :• ,"' • • - • r Q. rF, !'r Pio e ,- . . \ .it:el. X01 7'-"A-7- _7L-K- .4.:11...-1:--1. .r.:A.f^.f+'*: t I -' ✓... . I G4;.© JT. PlCovrpE ' [c " 'Y; _ x 4--•---x 7.74. -- 1 = 7---- e;c447 exedt.ce.E. , .- 1. : , . , • 1114 M SIN r !4 � t o1!� e. 2611 G+ • I - ' .� STANG �H 12"! i C SIN 1 'S H v ' ' _ .�33MIN. t ITE. PvTT• # -- TA Af�.t"? syo -- L 1=xr Pte'-• `v/ c ffLOAT 1=11- �- , , (94 ..p y -<•; .-�/,.�\\I�VM. t ',� ! E.L.- ` I I;��. r � 7 : : 1 �,/ fir. .. r. � ° '`�: r 1�Oe e-1.,� • tr,..1‘9 6o� '�i-- �i"4� I�° >1L1 .. -. .....--• _ "' '_ .r•F c�. ..,. �c. lrlll I I CA7.IG_, • • ----. , L=.1 �- 4%op '', oc.. '014. ' .. r r h�J rya► \MA3�H W14LK ...1aet� , r___I /�" trsee_.1 r--71 ,at. 4 .---01... i12� i. [�i�V�i�l i � r...9,/As. i;,,/, ' ,...„....,.. 1... 1 \ 1 I + , _..___......�_ - ------- ' ,-.- raIo PL--/\t--I �. .__ _-.1;yl-NN / -11,0-,...-:.1f.=,-- T1-1..-'.,1....-K-. CQHG. _I✓hf2 '2'. 1 I N (::, ,iNGLUt ALLr�6D+K+{- 04 m:" 4T v ��J 4'" 1 T011 CAL /111 rl�olt it-- GOr- . r1 N 1L' s-r M tiJ�. `'' ,e)r....C;110 -1 .!! -',..-r ri.--1.:K5.. , ',,4‘.,,, ..14(1,4-4-40-4.- ci, ;':-..--7. '' •.,•:),._. I �„} 'GSL. . /' r-474 �cr+�4.FtN. 4. ' AI�r t• rLPC�~i �G7 .JT1 �� v�->, �%. ► . ��TYr' x. E. - -__ P AL �. .� ! ‘11111 �.___ __.,- . ___ - -w - ._ - - , ., SMAOTW F N1aN I t !!!y r' 2.c iz °�d- Ca{ Gi .•tG �if-'1",� I�•-.D�� -'--." # •esu.- -- A te-1' f�. !Ale*" I �i -_, 8 it . '- _-ToP t..�Ek. '�- ;i �. eaN ,6`2.•Noy.© a EITHez,_ .� -µ^ _ ""'�' - +�.:� .�.�_ - _ t iHre \V ki mss = • :-;-:- - , . si Pe of ExP. ,ITS. - -- -47.__ __. . _ , o, _ - - c DRAW I t Fv�LMot rfT1 t-ICI r. .�G!��T . - _ ..o PQ !^il.!tSNA t , . . ....17 - -- -- '• PI�r,Mi I;� P / J1'S• Qi D EX JTS•G•�Pc�� c t,ilc.x.-6t P. t -1.001,- G2 .0*'+' i - 4.-2:7`rr• %+fir •jtr/•••t` e/e..4",I N; ..,_ .y ; I , 61' 'stir: .Tia e..0 t. 1 5+•A4L NAVE 21 4" "Waal-14 CaE.E�►sEr� ,r i1 .,. ( G ��= % 1• HT 11 .Et�'C'IAI ! I�r_"rJ . 4 _ --. G ELS, wiTW exP, raPS- L•eeQ. *A --ry rlo�. ----. ,, /IY4._ 6i,�-�--- , mie--r1 •1t.0 w/ i 7. ® , is r�' '�+7 , .� � •!►'i -.141- -4 .'GHJ s .t-a s•-.:r �a.�r. a t� � .�M �� i � �:i ' 3 �� o►t,.,4.tT Q - ►Npt T FIN. �- ; � I N �L 167.17 _ #. �+I� � 71ow c V4LL E r ,U�r`r' . IX' } ��( M �--71 \ = =� k�•� r v�7Yilrrl /[V'1�� =�1 ©� �� .i��rE Jq"+ It' tt STAN DAMP FIM g'1.111-4='.1"-",•._. i 1 tai1 g, .�- r _ -_�-' ; p / r<4. �..- •-,.. ,,,, I I i i { 4 fA4- iii`! 44....4t..... 69. (-I.' 1 ,7 '��,�V,, -� \ .--"' . ,� ",••••.?-. -c , ; Sa.4•iDt31..45T F1N• �._- _.__ -- (4)Lf, Jr• cx•6-Y Z �i!<`r'': t-tOz �r 'k1M+ moor-. .. ►.�rSg `� r y Gi'ih�1 -i�1� -T '14" •;-i.ap _,�- : /� �v/.v M, i% �}^� �" :v s.„AE.�-r Piz . Q J i `•�- _ i ^r�� )G f,' •'' - J�: u , :410H Ir �� '4f r- y+,�K.� �� 4�rV F-y A.�( t w_•�y j 1 trt 1 f NG T r' t. H f - f. v' � l .../,,•. 6..:7*W.*WAL-1 �: Pty V '\YL� .9 , a� \I:: f�xa#-•' �Co \1/.W,M, A. r 1 + __i ,� 'TM. C1 tNG�.UD�1� IM ' E _ PCA 4 1 1111Pr"‘ 0 ( C...1644..* ' Jia'• r -o t RQIfpAT 1 O vi Lr,YI,1. /A CC -t. ..G •� 1� 11M ! ' - i e...'••;', E � 1 _ + F--t-�' t [��': ,1:•'� A r � r:::":".1VPV 171.w1". i , " •10 c�1 I . WOlP 1, 12.I.FL1�.Te) 'UGExT =.� ` �' :"_` coviiio , \ - LI HT tkstk o a'�'" '<�;-$- ,► x x -�'�Gt�-{. I I ? - �! r' -' SYA .i7 �;M cSr 23 �; E �� t U�-I. V,z�i n ad �' ll h. • {!3.e� _ • Y1 fie.• I/7I�r��I. _ , �: ; . ��, } �T_ _ yi.r 1",,,. 3" Ilt ,. POOL I'7/�� 0_ . ,J. �' ''' •rr ••r)�-•/'11• r ••I � _in ��1�1+ 1 �V/ . �:2F I'•..• 1 .e, `r -- _ .,... .y.` :--�--�. _ I X�... -; ...�-�J� 0A, i, }^ •' �_ _ - * _- ;�"_! -.� �i/v fr PL V'•./� _ _ sr L,b•N 1 Y+ �.-- .. .____ ,� It l WOIZ.TIt � -. .�:_.---.x x � ......-.1-.11.71- :max- x ----x-i--,v., r3 -�I R T �, i t 4G "'."' � rJ. • • 00 lei GT"fJ"�1 ie r T`•'•� ;:.-44� - I - . .�- _ - .1 - -..._ _ "r --- i r= ,. •)-i ,,1 - •'=` .. ',• _1'L fi }�..& i" . �� I`•1_/ I t1�! * . �' v..1-..z. �` IV-MEAD p r ; � � - �'C't• ^li ii I �'•� ..4a. +a :.3,..,,11 �,.j- �I i 1 ! ' S �.: i� ,��,f, �,, ?R E i m (L� L�'•Y>r _ 1# , p. M- 'l .. . --1 - }�'GI�- t� �� e-L.',- �,.s -7 : .�;2-riNi 5)12" RISE L t5" 'ME AC "1' !N41 •F'1 r-i e. : ;: .u•- %I�W,Y i►1. _ >,, wit ' • , • •- • - ... ' 1P131AsT FIP.4 iTYI? I POLA THIN 12 4' Ey" i /., ,..4711 r I' r4l •o ..- __-__ ,.._.r_ ,....••••••••••. __l__ _ ._... �.. - i. : _ CL. 167 r7 1O,1 TAiH I� V- "" i 42.,..... ..1,;: 4'Ft..C4 i� ti: ?tom - '• -4 i-"j" (�Ct-r./I�HT1 .e. VUG1✓5.)F t.,Gb C•I. O_ 1 • 'Cr.)----- - --------p+L� , p i1 BEEN REDUCED �.. / i:%Iy t-:�1VAL-K--4 �� h7 , N-rA (i L �r -�_ Sao Ham: - 0 112. ! I -G THIS DRAWING WAS 4 1 � GCJI.� ! �,;�'�� I`- T G' Y�Er� f-I,��Z:c� Nares • �� ...► C-4.1._?) ftp Fig. r1�j1_C ±. 0 o SCALE Q r z �+ •r Q 6t I' : ry I•_ _ mar -rn -�. r id • N '� APPROXIMATELY ONE-NAEP rt. E _,,,"1....e14 PROD NAME: SHEET TITLE: SHEET: 12 OF: ,32 DWG#: PO 3 o DRN: NS in ORIG .JANUARY 2018 DURHAM AWWTF DEMOLITION PLOT 4111119 099 ,co,A.,‘\.,DATE: Q rn1'5 DSN: DG DWG#: 6 THIS BAR IS ONE INCH ° gip. G TPS BUILDING WATER FEATURE & SITE DATE, � � �� , C1eanWater Services PLC#: �-D 6 F CHK: - CAD FILE#: 678820-DM-D.DWG WHEN DRAWING IS FULL Our commitment is clear. LANDSCAPE & IRRIGATION EXISTING CONDITIONS �� SCALE. PROJECT REFERENCE DETAIL CWS 6788.20 ENGRSTAMP: E APPD: - SCALE: NTS REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy, Hillsboro, Oregon 97123-9379 PROD#: I.L 0. l GENERAL NOTES • �� 1. ARROWS SHOW GENERAL DRAINAGE DURHAIV1 ROADDIRECTION. 0 2. PROTECT EXISTING IRRIGATION AND O . SITE STRUCTURES DURING CONSTRUCTION. \ `, c �� i;n. = . - —• .• _ - , • s — — • • i AREAS DAMAGED DURING CONSTRUCTION TO PRE-EXISTING CONDITIONS. 4. NEW SIDEWALKS TO MATCH I 4 1 I EXISTING GRADES AND SLOPES. I '� � I (2) NEW RETAINING / 5. CONTRACTOR TO MAINTAIN ALL G �' .' © ° ; . d, ,A OF WALLS CONSTRUCT IO DURING 0 30' 60' X •. 6. DONE BY OTHERS: NEW DRAIN PIPES 4vy, � '� -*4 I _., �, AND CONNECTIONS TO CATCH I . .• ♦` .y* i /♦ W14 BASINS; ROUGH GRADE OF NEW (.9 LLII , I 11 ... ... �_ ` 1 _ T _ << — — — — SWALE IMPORT OF TOP SOIL. (5.., C.0 NEW SIDEWALK ♦/ �` �� 27. IN-CONTRACT: SIDEWALKS; FINE .. 7„, � , ♦ � . WITH SLEEVES ♦ GRADE OF ALL AREAS; RETAINING .. . \ ' DRAIN;; DRY REEK BED; SHOULDER NEW SHOULDER DRAIN NEW SHOULDER 4% // �♦ r ,I TO DAYLIGHT TO DRY e ♦ I NEW SIDEWALK • ♦, DRAIN ROCK CREEK .D t,c F.R fd1. ill WITH SLEEVE / 4" DRAINS ..a� �� x + • • s '-'' ♦ � - • PIPE IN - - .. 1 c Z 1 7,- .: NEW DRY . ♦ . •, �`. ii, ,� NEW 4 IRRIGATION SLEEVE AS SHOWN f CREEK BES_ . .o %� / �`° ' I --, 411 DRAIN• .. a ' j I — i‘r..'!-' '�, n PIPE I Lo 1s 79 ` o, 0 .21 / _f4ir *\ O I I� if J=.? �:�'7c-1 ,1 Si NEW SHOULDER DRAIN ROCK AS SHOWN O ` ;.� • Q r tj - • _ V C 03 74 • ( / - ' , .. :-1-cit--,._ ' t • 7 ) ,../ v I WORK AREA � ' / \ i �j • e. �If BOUNDARY I 0 NEW RAIN GARDEN / / / • ' (1) 1 ) ...1.a.(51.t- 4 ' - I o #########�. ► SWALE, WITH NEW CB • / • '' -, :• A� C #+###�###�#########�###�#4 / STAGING AREA I Via:.• ############# AND PIPE PLUMBED C — `� // ,` a� ,. / #########�#�#########�###�I 1 INTO EXISTING CATCH BASIN �� ° / �#�j#j##�#�##j########*j#j A -. / SEE Dk\-4- E T 2/C-05 f �, ,.,�. N ############## 1 �I _ , , .7 : , I „, , .• . ,, ##, . . ########� ;7-40 / : , ►mow#��►# # r 1. . .t., ' ##�###��#�##`��f_ . - es . r ilk A ”, .'• *41/ . ; ____— -- .h 46 i --14. I 1 // . • •. 31,,, NJ . : .. . te. -1,:. 1 .0..0 4,1• Ilk WORK AREA / �� w r i .,i- -3',',,--.' I.:: / C:0 BOUNDARY / - •i` f 4. , r - i'/ 1---- -la , •• . a ' • 4 (.1:16$40 I Ill I 114 \ y / <4. TEMPORARY i IF 4 ,' '' '-,,,„„ ] w CONSTRUCTION NEW CONCRETE PAD IV! � .•1 rfi AROUND CHARGING G G _ �_ _ _ —ENTRANCE ii STATION A� ;. ) I j U �� ---0,1 , FW a, f f• ' lik ; ‘, ., or .,11 j 0 c: lik ;_*11.0 A NIA I • ry TAP riff 4h 40. o + • ! Jiir I CO a�_', VJ ❑ a.r in in )N. I CD CV 0 III 0 a U l p L1 \ _,., - °- 1m- w-- CIVIL SITE PLAN ° PR°FF O ?N `� t4G�NEEJ S*7 F• 1" ,-- 30' a , D m 0 756E9PE fm Difireie Sege us S I~n ORIG PROJ NAME: SHEET TITLE: SHEET: 13 OF: 32 DWG#: OREGON DRN: N S DATE: OCT 2015 _ .% DURHAM AWWTF CIVIL ✓GN 2,,\" Q- o asN DK owe#: DATE: 4/11/19 '*6-/ F o 7, ��.� THIS BAR IS ONE INCH TPS BUILDING PLOT c P °' G1ea�Water Services 0-01 raga\o �- WHEN DRAWING IS FULL LANDSCAPE & IRRIGATION SITE PLAN PLC EXPIRES: 06-30-2019 in- CHK. DK CAD FILE#: 6788,20-DM-G.DWG Our commitment is clear. SCALE. PROJECT o APP�7: SW SCALE: - REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PRo#: 6788.20 ENGR STAMP: GENERAL NOTES 1. ARROWS SHOW GENERAL DRAINAGE DIRECTION. 2. PROTECT EXISTING IRRIGATION AND SITE I CONSTRUCTION.ES DURING 3. CONTRACTOR TO RESTORE ALL I AREAS DAMAGED DURING \ 1 CONSTRUCTION TO PRE-EXISTING CONDITIONS. 1r� 4. NEW SIDEWALKS TO MATCH � EXISTING GRADES AND SLOPES. s.., . _,,..........4000., :. al 1 5. CONTRACTOR TO MAINTAIN ALL 1 BIO-FILTER BAGS DURING , ii, �; \ CONSTRUCTION. ,„„,... ° „lit\ 0 SHEET KEYNOTES a b , 1 p p 1 . 4' DRAIN PIPE TO BE BORED UNDER L ° ° ��. EXISTING SIDEWALK. 4 ° • • \ 2. PROVIDE MINIMUM 2% SLOPE ON q � 4 ` 111111111b1 NEW DRAIN PIPE. N A r 4. ° q ° A 01A1F-1167 -� 3. PROVIDE SOCK OR FILTER FABRIC ON END OF DRAIN PIPE TO p ■00 ♦♦ PREVENT ROCK AND DEBRIS FROM 4 o A ' a q a . ��O00 •4, _ ENTERING PIPE. f ja . -` yowl' ♦ 1 C ♦ ` NEW 4" IRRIGATION SLEEVE AS SHOWN 0 \2' \:'ft!. „11,1111° \4 ♦♦ 1 Lfl 1 vsm 1 NEW SHOULDER DRAIN ROCK AS SHOWN ° \ ° \ •, W ♦ w q ' p \ 4 \ {n D4 ■ W ■ w N w 4 ' z 4 ' A \ :NsTALL 4X4' WIDE 1 = a \ SIDEWALK SEE DETAIL 1 (,.) A 1-1/2” SLEEVE FOR WIRES \ #5 ON SHEET C-05. 4 Q o 0 NEW 4" SLEEVE (E) CATCH BASIN 4 b. INSTALL 4' - 6' WIDE p ° ■� ` ♦. SIDEWALK SEE DETAIL / ° ♦♦. #5 ON SHEET C-05. / 4 p a A '` 4 b. 4" DRAIN PIPE A ♦ 4.♦ ° .�. ,�' /) 4 SEE D ETA I L 6 f 4 p ♦ INSTALL 120 LF OF ..,,,0'7' ° ° �" ► ON 31C-05 r" - SHOULDER DRAIN ,41fr I. ice ' ._I ,° 4� ■ 4 '4 ROCK. SEE DETAIL 4 r� a p �� 0 i,+:�,� , ° �! ♦♦ 4 ON SHEET 31C-05. *►. . o -b. -lip, � ,r •�- N,\* ii, `+ • 45, „ . • �_ •—, a fl NEW 4” SLEEVE ♦#7,4 �. � '+ \ a /// __ �`��► 4 ll / + ♦ d ♦ 1• . ...". xis Q / LI ♦1♦ ♦♦ li 11 � � 4 ,N\:frIll- ...... INSTALL 172 LF OF �'��i- _ °1 stiesc----1 1,w SHOULDER DRAIN ��r�� j O �� ROCK. SEE DETAIL 3Ed ■Irir- / . la v f M rw 31C-05. NEW 2 4" SLEEVE �''AR` :/ A tt �+� INSTALL d` J �' �% pi=►.II► ._ I " Ai. DRY CREEK BED FROMill a � �� l ■ END OF 4" SLEEVE TO COW i+ of eff. ro' - c)41�� # pilw, `'+- ■ NEW CATCH BASIN. '/ �i ,� itillli 46 III CONTINUATION ON i. f /� : �1��+�•�;`1 !11110:-....,,,..SHEET C-04 SEE - =_:� ��., �_� - - I. `� �}:� _ O ■ mmt ■* DETAIL4ONSHEETC-05 "� ,, ,;. ` ` , 1 co' INSTALL 160 LF OF �"."-'1114....,.1 • o ;�% SHOULDER DRAIN ,. ROCK. SEE DETAIL c. 4 ` NOW T�z �� ^, ;� �. 4.11' 4.11' 31C-05. — _ _ , p o'r lii \L 1:\5, ...- /... 71 i' mu No moh? E I MATCHLINE SEE SHEET C-04 1 0 0 10' 20' CIVIL SITE PLAN '\'c' R°FFss vi E :1-7N O 1" = 10' 1� ANG I N EFR 'a: 144 75689PE f 7m E - - V i9ited Sate c 2 ORIG PROJ NAME: SHEET TITLE: SHEET: 14 OF: 32 DWG#: OREGON DRN: NS DATE: OCT 2015 DURHAM AWWTF CIVIL ��, wGNE a7 20' crQ` `� DSN: DK DWG#: °' THIS BAR IS ONE INCH PLOT CleanWater Services TPS BUILDING DATE: 4111119 0-02 �q�� T`AKE.° CHK: DK CAD FILE#: 6788.20-DM-C.DWG WHEN DRAWING IS FULL Our commitment is clear. LANDSCAPE & IRRIGATION ENLARGED PLAN 1 OF 3 PLC EXPIRES: 06-30-2019 d SCALE. iii o APPD: SW SCALE: --- REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROJECT PROJ#: 6785.20 ENGR STAMP: GENERAL NOTES 1. ARROWS SHOW GENERAL DRAINAGE 1 w .,. .:' :40 /"R �I I I DIRECTION. 1 �� ♦NI ` 2. PROTECT EXISTING IRRIGATION AND ♦ / SITE STRUCTURESDURING411111 ♦♦ CONSTRUCTfON.♦• _ 11101111111111111411111 3. CONTRACTOR TO RESTORE ALL 1 ♦ ♦♦ . •♦♦ AREAS DAMAGED DURING 44 ♦� - \ 14114 CONSTRUCTION TO PRE-EXISTING I ♦♦ •99. ♦ - ♦ cr .S ' r ..7 CONDITIONS. 44 _ ♦ - 4. NEW SIDEWALKS TO MATCH ` EXISTING GRADES AND SLOPES. 44 - INSTALL (2) 35 LF OF 4- '♦♦ Ilir 1 44. (E) CAT///7 KEYSTONE RETAINING ` • 5. CONTRACTOR TO MAINTAIN ALL Iv ° . WALLS. SEE DET 11C-05 BIO-FILTER BAGS DURING 1 �_ tiN1/4 CONSTRUCTION. \••••, / ---"riiiiiiiiiiiiiiiii, iri 111 iii Iftoa ° 1 . 4' DRAIN PIPE TO BE BOARDEDlittik ..---- . ix / -,..CATCHBASIN iiii411"Pio& 416 . ° cr voi, N U) 11' �4, . (E) CATCH BASIN Es ° / * , 3. PROVIDE SOCK OR FILTER FABRIC ON END OF DRAIN PIPE TO Z ,. ° a • N ° ° o '4111** rr PREVENT ROCK AND DEBRIS FROM ----- 4 •. 'IV \.. U • INSTALL 95 LF OF ENTERING PIPE. SHOULDER DRAIN 4" DRAIN PIPE °. H 1 ROCK. SEE DETAIL r'!" ° .. .� 4. EXPOSED PART OF THE RETAINING 2 sioriou, 3/C-05. /Q �� SEE DETAIL 3/C-05 ° WALL TO BE 2.5' ABOVE GRADE. k- A - .a 4.. b. Apr Rr • v. 0 ' lir 1111011 1 0.�+ INSTALL 4' WIDE ° SIDEWALK. SEE ° � / / -. DETAIL #5 FOUNTAIN A 4 Id_ NEW 4" IRRIGATION SLEEVE AS SHOWN 1,.. - ON SHEET C-05 FILL VALVE ° a L.rlrl ri �A 1 NEW SHOULDER DRAIN ROCK AS SHOWN fr , 4 p I p 4 � A y 1 � i� • I lipp-mag,` leo • 6'6i / . • T.. , , 4 0 \11/ # 4 . . 'MM. '-' 6(cy/ iii) O �� IP ,........t, ri...... tgL. U..I 1 "1111-* in • ---....„...,,, , w ''''-‘ cS,,,,y/ ( ) _araliamin _ W v y� W ° a W1CO I ��~~~re■ Z 4 -__ al*111. / N4 I m U 1 a%,, 0 Q . o A h 2 a U 4 ill . �� oO ( * o° illil!" coti 1 a 1 a H ti cDI c6 AAVVI*) o • is J QS O E l O i1 0 10' 20' o CIVIL SITE PLAN II III 10 tc. z5689PE 9 PROJ NAME: SHEET TITLE: SHEET: 15 OF: 32 DWG#: Vi9er"' S ° � ne OREGON 2 r DRN: NS ORIGOCT 2015 DURHAM AWWTF CIVIL "UN 0 7. �o1ry U flSN DK DWG#: PTHIS BAR IS ONE INCH TPS BUILDING DATE: 4/11/19T -4,-- ''''.4, rgKEp��`�,��``` iii ZZ C1eanWater Services C-03 CHK: DK CAD FILE#: 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 cws o APPA: SVv SCALE: --- REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROJ#: 6788.20 ENGR STAMP: Li E • ■ GENERAL NOTES MATCHLINE SEE SHEET C-02 � 1 . ARROWS SHOW GENERAL DRAINAGE - - 7 • IIS - ' _ I ! — _`, 1 .� / .M ...,,,,,i � .. N. �. .r I Y), DIRE TI N. II /6 2. PROTECT EXISTING IRRIGATION AND ■ • \I��yA �� // \\ A p SITE STRUCTURES DURING ■ '7 1' F q ►. I CONSTRUCTION. 11 ■ 'a' lj��1,� �� / I ° 3. CONTRACTOR TO RESTORE ALL ■ / ' 0A-ve.�+mop r►Y�' '�� / \ti / \ .� 6TieAAREAS :: ;;; ::G !' OFSHOULDERDRAIN / \ 'Q��1I \\ 4.1 0 -... / 4 GRADE FOR NEW , 1 1 \)\\ 2 \ ik..\` ° 4 A 5. CONTRACTOR TO MAINTAIN ALL SWALE AS SHOWN. z / \ o BIO-FILTER BAGS DURING SEE DETAIL 21C-05 i \ A . p CONSTRUCTION. 1 INSTALL RIVER ROCK 2 '4! \ • .8 • ib, O j 1 Nil DRY CREEK FROM END ` / a ■ 1 �, OF SHOULDER DRAIN d A • • �-" 4 I N _ - !� ' / ROCK TO NEW CATCH j`' 0 SHEET KEYNOTES �` BASIN. CONTINUATION . + • INSTALL NEW CATCH / ON SHEET C-02. SEE ' // 4 p 1 . PROVIDE MINIMUM 2% SLOPE ON BASIN AND 8" DRAIN PIPE ! DETAIL 4 ON C-05 // --r' ` E• NEW DRAIN PIPE. CONNECTED TO EXISTING I \ �— ' -%' - /\ / O A / I r a � �� 2. USE SOIL FROM SWALE CATCH BASIN WITH 2% SLOPE. , /` A ‘4' EXCAVATION AND ADDITIONAL SOIL SEE DETAIL 6 ON SHEET C-05 -- - _� / v �� 1. FROM ON-SITE STOCK PILE TO ■ ...... r / ` . ° ""� A b ACHIEVE POSITIVE DRAINAGE. ■ // / ° v . . ■ N / ` / .� �+ • xi 3. COVER ALL EXPOSED SOILS WITH ■ / !`?� / ••••,. / A p - 2" COMPOST. ■ r '� sc)..w4qtmw 4 / \ / p w 4 10 OM*, �, ....-7,... '� o p �,'� 4 4. ROUGH GRADING, CATCH BASIN, 11 ■ / O A q � \ DRAIN PIPE AND COMPOST WORK ■ - �-a DONE BY OTHERS. 11 cc\ ■ 44i a a I ■ - \ 0 --'--- \, • ■ !0 111fill: • a o4 ,,,,N i II itk /2 ■ �� AJ I11;161,'T'4Z, q I NEW 4" IRRIGATION SLEEVE AS SHOWN i \) A4.■k ..,... . S ~ ,1F ° rn noel i NEW SHOULDER DRAIN ROCK ASH ri, / ■ a ! p :,i‘„,,,,*\ N CO , , ,.... . is, . )\< . _, ,, / �� S OU OC SHOWN. 4 s, Near ll it . a p W Ns\ ■ • / / ` ' 4 Iv -- ■ // . 4 p . � �� jr 71.1 \ ■ � / p INSTALL 18' x 4' CONCRETEI ■ 4 ` SIDEWALK AROUND ELECTRIC W / L ♦ . „ / a ■ 0 �/ !` ° i� a �� - - VEHICLE CHARGING STATION. z Cj ■ , v `msc..... .„. MATCH GRADES AND ADJUST J ■ \ ir_: // 0 . ° 4 . �� RR IRRIGATION AS NECESSARY. /--------„, _� ■ V cj/ 4 • SEE DETAIL #5 ON SHEET C-05. 1.)._4(Z ,(4(:'4 I-I' L 2, 4 "-.. --... / A • //,'P / , - -.... N -, / / 12 .411 411Prailime ■ / / -7) 4;9 / II / f, 't tie ;� c 04t4ii tin ii•lip- 1 4°'-'_ .' , rc: / lkiripri 1 9 ■ / 4 q flplliPill. „,,,,, li 0 / 4 1' azi �A / 44 i � Lit ill / oi INq V �U \ / Ir -.Noe, Q _ p vim.-----------' a c,. _ \ \\ ,, a / 1 / , \ // / 40pv p I ft \\.N. I - \ - / 4142- -3 - - \ AV _ 06 4 I \.14V 4 / 4/4 4 ` 4 G a \ / --?'''''S':'* ,,,I. SRRill!'ll 0- \ / / I \IN / . , , , cip, ,:, 7 \ I / ,,..... < ., . . -1 \ J CS .4.4•4 i ii114411 ,4NNC, \._ i < / _j/ i: / / \ n_ — R II II\ 4 it A . / \\I w w • w . E 11 0 0 10' 20' Q CIVIL SITE PLANPRoFwoo, II 1” ; 10' ("1-.1S � 04G I NEER s4 1 m 75689PE °7 ORIG PROJ NAME: SHEET TITLE: SHEET: 16 OF: 31 DWG#. D`y OREGON t""e OCT OREGON La DRN: NS DATE: 2015 DURHAM AWWTF CIVIL PLOT �� vG�fi p7 a��" �� a cm DSN: DK DWG#: c DAVE: 4!11119 �q �,�Q- ci T THIS BAR IS ONE INCH TPS Services TPS BUILDING C-04 Fz TAKE) CHK: DK cADFILE#: 6788.20-DM-C.DWG WHEN DRAWING IS FULL our commitment is clear. LANDSCAPE & IRRIGATION ENLARGED 3 OF 3 PLC it EXPIRES: 06-30-2019 SCALE. PROJECT Cs iu o APPD: SW SCALE: --- REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROJ#: 67$$.20 ENGR STAMP: iZ a_ ■ • 1" CLEAN 8" Min. Low Permeable Soil Keystone Cap Unit DRAIN ROCK FINISH GRADE TO BE Keystone Compac III Unit 1" BELOW SIDEWALK PERFORATED PIPE EX. SIDEWALK 111,,,I I I1 1 1 _11 1 1/1—i l l-111._1 11` r ye// �, " I—III— % ,i/�/ A / -"Iii X10 i 1" - 1 114" �, Retained Soil 1•;1� :,:::, Il I „ 011_1 •7'''`.,? I '' $ I TOTAL HEIGHT f rf TO (E) CATCH BASIN =ii i! . % Finished Grade .x'=X'= =Y,- o Unit Drainage Fill 1=1 �; I 24" �, LESS THAN 40" :��:�:��L�\jam\j�\ � \ (314" Crushed ii I 1 I i A --___ — —_ _ _ •, ,,11I , CV r i i r �, .m-LL- � 11=I l I--ITI—ITI-1 i i=i I I�- • -- --- - o � r � ��\/��,� 4 ,� —i I I—III—III—III—III—III—III-1 11— w �r \\/\\r\ Rock or Stone) -:111—I_••�; • -_ �r--� 1111 111 `1''-. 1111=111_ 1_L11_111_111_11111 1 1=i i—i i i i i—iii_ r •`. �. '%X//. /7 Approximate Limit ' - i fl E1 -=1a. i11-"' of Excavation (E) CATCH DRAIN PIPE 16" (WHERE INDICATES BASIN NEW 16" WIDE x 12" DEEP Unreinforced Concrete or PIPE CAP ON PLAN) Crushed Stone Leveling Pad , WALL TO BE 3' AWAY SHOULDER DRAIN ( Foundation Soil) FROM CATCH BASIN ROCK WRAPPED IN FILTER FABRIC. 1 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 3/4" - 2" ROUND BOTTOM OF SWALE i EXISTING GRADE RIVER ROCK. CONNECT TO DRY CREEK BED. NEW SWALE CUT AND \\ ELEVATIONS WITH VARY B Q Af 04 4 c Y'�t ' 7 '. •' J y� 4AQI i ' t7, •� ,, / ,I ♦' , /YTS of B 6" MIN. \ \ \ \/ lvo�,`' 111�1 r/ �' _, illi, FREEBOARD - �T�/ �\�\ \�7 '7��T .4 ii _, \, . � hi 1 � f \\!�\/\\/\\/\\/\\ 1 MIN. I 1 Vii:-11,41.4``117f i b`:'�i�rgn.>y-\��. < \\ \ \\ \\\\ r \\f/\ \ > \ \//\//\�/// .#'�ii�%;?i�``+y: ,�i 3" :�. „:S .. .�i::� .. \ , �.X r. L \ \ \ \ \ „1"Z;,,,:. �•� *-9;:: THICK �ii.�i.��!Ne :. .�:. .-.ter ,/ i /r. // // // / // // / •i.wsloii...:::v.a. EXISTING GRADE ''. .1-18" MIN. GROWING :♦, \\/\/ z //\//\//\// .•Z_.,.�s','.✓`� �.,• ..,.�!. _ �! NEW PIPE CONNECTING / / „ „ ;.� �;:� WIDTH VARIES .it- , 1� MEDIUM \/\\�\\ /\�\/ :♦; �'�� !��.!�:�.��:!i�.��. Q MIN 2' MAX 5' smart .,� NEW CB WITH (E) CB \//% , \�� // / o� ///\///. . - - �. .,. . .r' ii� `�i\\r\�i�\r\\ /\ /\ r 2" CONCRETE �'"� ._;-.I=-�' • f`� ♦ r • , ! ,. I - . err• • 12" MIN DRAIN . ill r.,,,..��:. . . .: . . .:. . . • isr ii r.• : - i !:•c%'...`�!'' CA INSTALL •�•:;5;;�.• • • •=• • • •_. . . : . -.: UNCOMPACTED NATIVE SOIL NON-WOVEN CEO-TEXTILE ,:� \*�♦ �.• • ( iii ` .;-•.::•.,•.,•-- y GRAVEL ♦i i� • ♦=• • • i_• ► • � . ��,�� J , �w � w i w w �i w .Tf • •j�j1 Art* ' :.Z.:.ei �f,,�...o.:..�: `..••si 314"-0"AGGREGATE it o FILTER FABRIC WRAP III ••••147->,,i�. �! iN. ,,i� - o CONTINUOUSLY =. •-• ,;:1_, SECTION B B AROUND GRAVEL C' hCAle(AI INSTALL 3/4"-2" GRAY O ROUND RIVER ROCK 6 I MINIMUM 3" THICK ad ti 1. FLOW DISSIPATORS SHOULD BE USED IF ENTRY SLOPE TO THE BASIN IS GREATER THAN 3:1. FLOW DISSIPATORS SHALL BE CI.CONSTRUCTED OUT OF ROCK OR GRAVEL PER DESIGN FLOW VELOCITY AT ENTRY OF THE FACILITY. I_ 2. SEPARATION BETWEEN DRAIN GRAVEL AND GROWING MEDIUM SHALL BE APPROVED FILTER FABRIC. cn CL 3. TREATMENT AREA SHALL HAVE HIGH DENSITY JUTE OR COCONUT MATTING OVER 18" MINIMUM OF GROWING MEDIUM OR BASE Lo STABILIZATION METHOD AS APPROVED BY THE DISTRICT. GRADE SHOULDERS TO MATCH EXISTING GRADE. co 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. r) 6. FINE GRADE, JUTE MATTING, RIVER ROCK AND PLANTING DONE BY LANDSCAPE CONTRACTOR. 4) L 0_ E 0 2 RAIN GARDEN SWALE DTL 4 DRY CREEK BED a o C-05 SCALE: NO SCALE C-05 SCALE: NO SCALE PR0,cFJ�0 (-1-.0 /:SG I NSR �Ot- E 75689PE 'm E _ _ - 3 c'°° PROJ NAME: SHEET TITLE: SHEET: 1 7 OF: 32 DWG#: D`y""" 'S e v DRN: NS DATE JANUARY 2018 ,, OREGON ro Nom. DATE: \ ,7" DURHAM AWWTF CIVIL Q Cr) DSN: DG DWG#: PLOT '� ✓GNB 0 7, 20^ry 4...z- 0 Q 0 7 THIS BAR iS ONE INCH Cl 11Wabel Services TPS BUILDING DETAILS DATE: 4/11/19 C-05 ygF� TAKE \\N„, H v CHK: - CAD FILE it: 6788.20-DM-C.DWG WHEN DRAWING IS FULL oar commitment es clear. LANDSCAPE & IRRIGATION PLC : EXPIRES: 06-30 2019 SCALE. PROJECT • o APPD: - SCALE: NTS DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROJ#: 6788.20 cws ENGR STAMP: LZREV# DATE DRN APPD rill--B 4 4° o a ° 4 • ° 5' Min. 6" Min. .� A a k A ° Concrete Walk -- ----- o —6:1 Max. SII II II II II I �� li,, o See Note 5 ( SII II II II II II IU4 Road /////\, , I o , ^ �� ,% 1 11. 11 I IF Il III it 1 N ° / / //\ ' - „/ � • '/ /'/ //'//'//'//'//'/ / II III I I II II di II II II II II IN !� - \\\\\ \\/ ///" \\\/\\/\\' ..� �� .\ N \\\\/�\�\�\/ a ° . i ° I. ° 4" Of 3/4"-0" Aggregate ° a° I ° .a 4' Min. PLAN VIEW Sterilize And Compact Subgrade SIDEWALK AWAY FROM CURB B A c ° I I 1 1 A 4 4 ° , ° 4 4SAWCUT OR BREAK / OUT CONCRETE FOR ° a 4 5' Min. 6" Min. 4 . NEW DRAIN PIPE. ° a Concrete Walk -- 4 Curb Joint —6:1 Max. 4 I D 4 NON SHRINK 4° M �PP X. j .4= i rMAX. 1I Road e Y ° , . GROUT M f.. x 1 1111 !\\\\/1 /\' K\//\\/�\\K\/ // t:7')/,' a ° \ -\\ See Note 5 ° ° 4" Of 314"-0" Aggregate ° L_ Sterilize And Compact Subgrade . P g 18" SUMP ° G 4 SIDEWALK ADJACENT TO CURB LEGEND: ° 0 . Y Slope 1.5% Max Design Y ° ° Q <, - - ^ ° 4 . ° .' Slope 2% Max Finish Grade 28"-► -•mac 27'=-111.-- 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 4. TROWEL SURFACES AT CURB JOINTS WITH A MINIMUM 1/2" RADIUS. 2" TO 4". 0 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. -30 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 2 SLOPE. INSTALL CONSTRUCTION JOINT OVER PIPE. ACCEPTABLE ALTERNATE. (ALL GRATE MATERIALS AND DIMENSIONS SHALL MEET C.W.S. STANDARDS O 7. DESIGN SLOPES MAY BE EXCEEDED TO FIT EXISTING CONDITIONS, NOT TO EXCEED FINISH GRADE SLOPE. AS SHOWN ON DETAIL #320) N 06 06 I-- 06 .i. AREA DRAIN CLCL ,. TYPE II CleanWater Services N. 03 DRAWING NO. 380 REVISED 01 -13 O U, ts U N 7 0- E 0 E 5 CONCRETE SIDEWALK 6 CB CONNECTION DETAIL C-05 SCALE: NO SCALE C-05 SCALE: NO SCALE •U >+ (6 CO L' E °� PROJ NAME: SHEET TITLE: SHEET: 18 OF: 32 DWG#: + 3 N DRN: NS DATE: JANUARY 2018 I DURHAM AWWTF CIVIL O Z.Z DSN: DG DWG#: THIS BAR IS ONE INCH TPS BUILDING DETAILS PLOT 4/11/19 a. CHK: - CAD FILE#: 678$.20-DM-C.DWG WHEN DRAWING IS FULL TPS SerV1CeS C 06 NI-m SCALE. Our commitment is clear. LANDSCAPE & IRRIGATION PLC#: ▪ p APPD: - SCALE: NTS REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROJECT PROJ#: 6788.20CWS ENGR STAMP: LL 0_ • I ■ ■ EXISTING TREES TO REMAIN PLANTING SYMBOLS LEGEND VERIFY LOCATIONS; PROTECT DURING CONSTRUCTION SYMBOL ABBR. QTY. BOTANICAL NAAME/COMMON NAME SIZE SPACING L'',; SHRUBS 1 . I MAAQ 15 MAHONIA AQUIFOLIUM 1 TALL OREGON GRAPE 1 GAL 5' ON CENTER 0 HYPA 3 HYDRANGEA PANICULATA 'QUICK FIRE / QUICK FIRE PANICLE HYDRANGEA 1 GAL 5' ON CENTER PLANTING SYMBOLS LEGEND COAL 9 CORNUS ALBA 'SIBIRICA' I RED TWIG DOGWOOD 1 GAL 5' ON CENTER SYMBOL ABBR.f QTY. BOTANICAL NAAME/COMMON NAME I SIZE SPACING HYMA 8 HYDRANGEA MACROPHYLLA 'RED SENSATION' / RED SENSATION HYDRANGEA 1 GAL 5' ON CENTER TREES MARC 21 MAHONIA AQUIFOLIUM 'COMPACTA' / COMPACT OREGON GRAPE 1 GAL 5' ON CENTER OSBU 13 OSMANTHUS x BURKWOODII / BURKWOOD OSMANTHUS 1 GAL 5' ON CENTER PAPE 2 PARROTIA PERSICA / PERSIAN IRONWOOD 1" CAL B & B AS SHOWN RHOC 5 RHODODENDRON OCCIDENTALE I WESTERN AZALEA 30"-36" 5' ON CENTER 0 ACMA 'I ACER MACROPHYLLUM / BIG LEAF MAPLE 1" CAL B & B AS SHOWN ROKO 13 ROSA X RADRRAZZ 1 KNOCK OUT SHRUB ROSE 1 GAL 5' ON CENTER COKO 1 CORNUS KOUSA I KOUSA DOGWOOD 1" CAL B & B AS SHOWNRECEIVED �� SYAL 27 SYMPHOCARPOS ALBUS / SNOWBERRY 1 GAL 5' ON CENTER FRLA 3 FRAX1NUS LATIFOLIA 1 OREGON ASH 1" CAL B & B AS SHOWN MAY 1 3 2019 HYQU 1 HYDRANGEA QUERCIFOLIA 'SNOW QUEEN' / SNOW QUEEN OAKLEAF HYDRANGEA 1 GAL 5' ON CENTER CfTYQ TIGARD MEDIUM PRSE 8 PRUNUS SERRULATA 'KANZAN' / KANZAN FLOWERING CHERRY 1.5" CAL B & B AS SHOWNBUILDING DIVISIONDECIDUOUS VACO 21 VACCINIUM CORYMBOSUM / COMMERCIAL BLUEBERRY 1 GAL 5' ON CENTER TREES NYSY 3 NYSSA SYLVATICA / BLACK TUPELO 1" CAL B & B AS SHOWN PHYS 7 PHYSOCARPUS OPULIFOLIUS 1 GINGER WINE NiNEBARK 1 GAL 5' ON CENTER LAIN 2 LAGERSTROMIA INDICA / CREPE MYRTLE 1" LOW BRANCHED B & B AS SHOWN OR MULTI STEM EDPA 9 EDGWORTHIA PAPPYRIFERA / PAPER BUSH 1 GAL 5' ON CENTER EUJA 6 EUONYMUS JAPONICUS 'GOLD EDGE' 1 GOLD EDGE EUONYMUS 1 GAL 5' ON CENTER \_tt- - CHOB 7 CHAMAECYPARIS OBTUSA ' CRIPPSII' / GOLDEN HINOKI FALSE CYPRESS 6' B & B PIPA 3 PINUS PARVIFLORA 'BLUE ANGLE' / BLUE ANGLE WHITE PINE 6' B & B MEDIUM PLANTING HATCH LEGEND EVERGREEN TREES SYMBOL ABBR. QTY BOTANICAL NAAME/COMMON NAME SIZE NOTES GROUND COVER I MASS PLANTING tiontr CAMO 66 CAREX MORROWII 'AUREA VARIEGATA' I VARIEGATED JAPANESE SEDGE 3.5" 18" ON CENTERTHPL 2 THUJA PLICATA 1 WESTERN RED CEDAR 6' B & B 06 LARGE EV REEEEN AP��•A,��, FGEB 265 FESTUCA GLAUCA 'ELIJAH BLUE' / ELIJAH BLUE FESCUE 3.5" 18" ON CENTER #.•#.• SHRUBS0 ' ARUN 2 ARBUTUS UNEDO I STRAWBERRY TREE 1 GAL B & B AS SHOWN - AGAS 20 AGASTACHE ' KUDO CORAL' 1 KUDOS CORAL AGASTACHE 3.5" 18" ON CENTER w • W W W W W i • W W LIMU 242 LIRIOPE MUSCARI 'ROYAL PURPLE' / ROYAL PURPLE LILY TURF 3.5" 24" ON CENTER W W W W w 0 CAJA 3 CAMELIA JAPONICA 'YULETIDE' / CAMELIA 1 GAL 7' ON CENTER OR AS SHOWN W W W W W W a W PIJA 2 PIERIS JAPONICA / JAPANESE PIERIS 1 GAL 7' ON CENTER OR AS SHOWN �r�d��4i��E�O��► CAREX OBNUPTA 1 SLOUGH SEDGE $ .44 .4 .44.SOI 50% tl�.4aV�.4rI`y0Ip�0 COPJ 1000 PLUGS / 50% MIX OF SPECIES, RISA 20 RIBES SANGUINEUM / RED CURRANT 1 GAL 7' ON CENTER OR AS SHOWN 44 s',I�r4P��•j��j,I��i',4 040404$4* JUNCUS PATENS 1 SPREADING RUSH 6 PLUGS PER SQ FT RPJM 2 RHODODENDRON 'P.J.M.' 1 P.J.M. RHODODENDRON 30"-36" 7' ON CENTER OR AS SHOWN 0 COSK 30 CORNUS SERICEA 'KELSEYI' / KELSEY DOGWOOD 1 GAL 3' ON CENTER STON 22 HYLOTELEPHIUM SPECTABILEI SHOWY STONECROP 1 GAL SEEDED TURF MACH 9 MAHONIA X MEDIA 'CHARITY' / CHARITY OREGON GRAPE 1 GAL ECPU 20 ECHINACEA PURPUREA I PURPLE CONE FLOWER 1 GAL / 20% MICO CLOVER ECO- 77 40% DWAFT PERENIAL RYE RUDB 15 RUDBECKIA HIRTA 1 BLACK EYED SUSAN 1 GAL 3 ON CENTER TURF 40% TURF TYPE TALL FESCUE SEED SEED RATE: 10 POUNDS PER 1000 SQ FT © PNST 31 PENSTEMON RUPICOLA 1 CLIFF BEARDTONGUE 1 GAL 3' ON CENTER 4 a, LUPI 11 LUPINUS POLYPHYLLUS / LARGE LEAF LUPINE 1 GAL 3' ON CENTER BUJA 30 BUXUS MICROPHYLLA JAPONICA 'GREEN BEAUTY' / GREEN 1 GAL 3' ON CENTER MISCELLANEOUS ITEMS BEAUTY BOXWOOD 2 1 GAL 3' ON CENTER o W 44 GRAY BASALT BOULDERS 2' - 3' NAS DIRECTED BY OWNERai POSW 32 POLYSTICHUM MUNITUM / SWORD FERN 1 GAL 3' ON CENTER DIAMETER KAFO 8 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' / 3' ON CENTER L Ii FOERSTER'S FEATHER REED GRASS 1 GAL 3' ON CENTER 3 15-20' FALLEN LOGS WITH ROOT WAD 10" a AS DIRECTED BY OWNER ~ N PEAL 82 PENNISETUM ALOPECUROIDES 'HAMELN' 1 DWARF FOUNTAIN GRASS 1 GAL 3' ON CENTER 10 SPBE 24 SPIREA BETULIFOLIA / BIRCH LEAF SPIREA 1 GAL PHLX 20 PHLOX SUBULATA 'COTTON CANDY' / COTTON CANDY PHLOX 1 GAL 3' ON CENTER ti a) 3' ON CENTER SAHO 29 SARCOCOCCA HOOKERIANA VAR. HUMILIS / HIMALAYAN SWEET BOX 1 GAL GENERAL NOTES: a o WOWA 106 GENISTA TINCTORIA 'ROYAL GOLD' / ROYAL GOLD WOADWAXEN 1 GAL 3' ON CENTER 1. REFER TO KEY NOTES ON SHEETS FOR ADDITIONAL MATERIALS AND SPECIAL CONDITIONS. HEPE 47 HEUCHERA X 'PEPPERMINT SPICE' I PEPPERMINT SPICE CORAL BELLS 3' ON CENTER 2. QUANTITIES SHOWN FOR REFERENCE ONLY. NUMBERS AND AREAS ON THE PLANTING PLAN SHEETS o c 3' ON CENTER a) a TAKE PRECEDENCE OVER THIS LEGEND. e, 3' ON CENTER ca u_ co -gg - - - - - - - -- 3 ,I DRN: NS ORIGOCT 2015 PROJ NAME: SHEET TITLE: SHEET: 25 OF: 31 DWG#: DATE:2 63 DURHAM AWWTF LANDSCAPE rn BSN: DK DWG#: PIMDATE: 3/28/19 THIS BAR IS ONE INCH CleanWat ervices TPS BUILDING P_00 CHK: DK CAa FILE 6788.20-DM-P.DWG WHEN DRAWING IS FULL Our commitment is clear. LANDSCAPE & IRRIGATION PLANT SCHEDULE PLC#: SCALE. PROJECT o APPD: DK SCALE: -- REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROD#: 678820 ENGR STAMP: ET: !L • 7 v r --��e s e 4ti - f s v o -. 17.0. �1�1/''.�� WORK LIMITS 1 •� �� '�'� PLANTING AREA 'Nilo. "07....77 .0%7 • Ili. 00 .7 7,.- . . • - ' _. • -.Trif, I iiihril 6 . ,--- .., . :Is 1 r o �/� ` d , ,�, A EXISTING DECIDUOUS TREE : — — — — \ , : ..1 --------1:--:::::\,\N\fsi\ i,4e r r 30 60 � - ‘ 1 i • • 0 a P O� )^ —\r„..,,, • . .//,' ,•• _.41 0 1 EXISTING EVERGREEN TREE PLAN 0 ` o� 1 .1 I ar 0 000 \ 11'1 I / ,..--, \/o ,. o 00- _ "----1 --4...-ik • 0 ° 0o I o 00 ./.i4 v..- e® o •=,-----":"..-:•rO oo� o°pp4 o�a-aoo .. / � _ .10 ;� a ..:.',"----:7., "1/1411 1 ,.%/�/ 0 ® o :r: ` 000 °p��• o° c°- °°o° °Doo � / f . .'.• o° 00 0000° �>° �aor°ao o -03 x ��,''.. �-�QO O NP Q o� . p`�� °oO a� ca + e• °��~o"o ^ �� . . 00 o Q o 0 i� _ o co b° �4° p r P .'0 L f' �� liOo° -o o *�® �' _ o°°0 000 0.0.o �•-0 oc2 I r .I �l,,..Y , : I °o . • f lh` r� PLAN 3 1 Alliii ° ..v, r' o ° oa I roc°Oaa O �! Av.." - 1 NEW RAIN GARDEN/ ° i'� --9 _�, � o o ° ��a aOSWALE-SHAPE �,_c 'o �: aV, ° 0 °°oo ° �� _ o°o° ° � 1 ow , o 0 0 °o ° °° ' � p 00 ,+ . ° — ,Qo �� a 1 I �`' �0• : 0°000°`o cp Y'' o �Q� ��'. 1 • I o moo o�o o ° o Qc' �`°C; ° • AI a o o° �� o r 1 �.,. ,l•—i.`\ . . 00 o O.Q0 O p t/.9O .�,` ° ''.‘,44(1117.0 �'- I 1 elk ,,...\,., oo Op o ao O c. - rr Qo° . ' / -V410 0900 °° °° ° °oo , Oo° a 000% 0 .- . ti oo 000O oo o 0000 0 ° • . . . . . . . ,! °°. dill 2D. ,„.„._...,40,i,,.. ;,,,_ . . . , —— — — — — —%.ni� — —— — — _ 0� ° Qoow OOti0t. ' ,x p0 Oo° O t,.., .„ � , / 04v"ee1 009 Oo 0Q o . �. . /r �epo I \0 ' 0 pI. _ - -0 / , i �` ta — / i or _op000 411) ♦ /�� f4;j°0 o0 P-041 i -*of 'o oOw 0 0 Alit, 4, „9,..,.,. . , ,-. . . PLAN 40 o • • • o *'�.,/ r, , %,".. ,, `'rte x' i* • y / o o ZN , ' ' . . V / • I I I row.. ee ,,,,,,0 , , ,.., ...7 M , 000 0 0 "1: ;//' G t I r` „0,0 0 0- 00 0 0° 4. ;� r oo000000 / .-, J -1111k 4. 1 ;. �r• . ' • Vii., . �� t., _ it . 0 4., f • .! 401 •41111k // . , eas .....4, • ..., .^ r P..A .111111 r f//� /moi: r�1•��, .10,..... .. . . . . . . ... .mu' AP -----------_ 66 Elmo 1 i IMM \. oii t ilk co • i WORK LIMITS 1 1 w. a �� PLANTING AREA a_ 0 in I O I� . _ . . . __*. ,,_ t 4 \, /L ❑ • a E ' • U LANDSCAPE PLANTING PLAN O ' 'n 0 1" - 30' U (d ., U_ CO - ti rn E cc Lo r DRN: NS BRIG OCT 2015 PRO i NAME: SHEET TITLE: SHEET: 26 OF: 31 DWG#: DATE: DURHAM AWWTF LANDSCAPE o PLOT 3/28/19 Q co 01 DSN: DK DWG#: BATE: THIS BAR IS ONE INCH CleanWater Services TPS BUILDING PLANTING PLAN P-0 m cHK: pK cAla11L�#: 6788.20-DM-P.DWG WHEN DRAWING IS FULL Our commitment �: clear. LANDSCAPE & IRRIGATION DRAWING LAYOUT PLC#: SCALE. PROJECT hi o APPD: SW SCALE: --- REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PRp#: 6788.20 ENGR STAMP: 1 CT_ 7 M i i i i _ i i i i i i # i ' ` i i i \ i _ i i i i i i i • • • 4 p a �;1r �� EX.� EXISTING DECIDUOUS TREE I • O �4 - I • °a \\ 1 • 4. 0 EXISTING EVERGREEN TREE 1 \P • , ■ ° \ a '. I . �, 4* I 1 ■ a (15) ° �. 1 AQ 11POSW �� .• CO A ■ ■ ■ ■ ■ ■ I O i ; ' 0 0 I w ■ Q � I = ai ■ \ \ cn ■ / (.0-410 ® ,\, w ■ \ ■i • / 0 (r) 0a ° I w ,. . -- 1 •■ �� ° (165) (1) © 0 •' I 2 ■ � � LIMU ° PRSE ° 7 , 12,\_____ SW U CAMO �,- a (1) a0 ( ) 1 ■ Q \ (5) CHOB © STON (3) MACH 1 ■ -‹ POSW (1) +� (7) ECPU 1 ■ N. HYQU / w - �\ 1/ ■ a (3) w w (#11--P (15) PNST ■ ° . A , Ili! . Ww \1 ■ , rs POSW j " d ' ! L.,-- ,..., 0 0 0 '� a C ] ❑ ❑ G 1\V/.'r//J (C) (") �,J� ❑ n � r a. w w W t w �. W 4. � 1 0 U � �� 3 1 ■ • 5 ,,D 0 0 C I POSW VACO 0 �. w w w w . �\�,►r - w w w ■ ir w OB 0 - i■■1. W W �'�IIj.� W W w W (3) / �� RISA ■ ECO TURF (AS NEEDED) , /1 , , , w w a ❑ ❑ 4 W w -j . w w ROKO ©r TO RESTORE TO 100/o V �► W �w ❑ r. Y , .. w W r�� ., O w (5) ■ w J �/ Y W w w i likf ■ ■ ■ lir • e��4 LUPI COVERAGE 3 ❑ 0C-1-0.. ❑ r ❑■ w w W 4. ii N , • 0,e (2) ---- : 0 • 0 • 0 . Ir . - '11-Pw Cal �►��:% I --■ .,.,, HYQU ( a '4. w PHYS 0 1 ■ �,♦/'.' W .4 W W W \\ ■'!th \ +T, C. Y ,Y ,Y `y-- y i'' _ 0 ©� " (7) el i �� w w - . ,- 1. .,1. .1 _ _ w w411 1 rdiLI0!► M PHLX 1 •■ NYSA ge . . 1 . .,.�.o ` , O I ® w W ( ' , 7 ■ ■o i.n 6_,_ �' I - - 1 - HEPE . . w G 0to Cc I ■ w w ... itki, i .1 .�. - (r® \ w p 1 %T/► — — _ LAI N I II \ el vst„ .; *e, _c?....-__-_-___A-___ ___ 1 ■ - .. - Wit ) /(E), 7_ _ , ;u(___,7., __J- RIA (1) CHOB w w 4\-tl:) " - G - - - - - a _ -;.-------� ` _ --\ ■ /IN-kiir'ei%0� 7 SYAL ��' `.`- w W W ♦ _ 1II Iii . �Jt ` ��, w w w w w w w r i7 1 / �� ci ��fl�` � 1. W w W w w w (1) (8) � I ■ 0 ��'�© � _ _ ti� .,. . , .. w CHOB FO So 32 ACAS ■ (19) SYAL of" iiii• - - 0401 ( ) ___G / }\ ‘ og ■• (1) ACMA 1' ,,, _��11 � "�j7 diazoo }� PHY - 1 ■ egg e ,N4.esOaa' �_ :' 1 `` r‘(f, V ©� AA ;-----. 1 ■ -� ,��, ,4��4��4►�e4► �I i. _.�� ` p�0 (3) C J O® i ■• (24} COSK VI ‘1"4"� A•44+444•*$ . 64I '�.W� 2 FRLA -�-- --_----:/- I - ■ ell�� a N4,�4'4'I4.��4'��4'foi OI 0 �1I (16) HEPE 0 / — - /, e, 0. �. e. o4•• W (IF 0► 0 0 (3) PHYS ��4��►��eleiEf�e��j��.j�Oi�j� 1 ' _ - © / a■ •►��.��O��.j�d��.j�e��j�4.44�* V (11) COSKr__ _____ T ■ 0�° m y eine►i��ei�.��i�►44e94iti��e��►r t A o w_ - (3) HYPA e u - . 1 15 MAAQ 3 4►� e4► 4 4�i f$ 4'4► ♦ 1 • '0 44044$004te 911)* ■ (1000) CAPJ 0 i►4,. :•��s�I�s��i►444•j��'I`►I4s't`44* C)) 0 0 it (3) COAL I I: **44++$4•444441+7' .' 0 a ■ I.� I4►I �� •j�4�I 0cbc?0,080000 0 0 4f$Cv 4'4••#4••4'4,,e+, %i •` 0 — 0 a 1 (1) NYS ! .4.+04.14#+4;4144,144i� �.� 0 / V 0 1 12- 0 4 v44►I 444.44�� , d- / 0 0 8 0 20 SAHOif 0 - - / 0 \ ® fir\ c 1 ■ `II ,�� OIC *0, l�1� © �'J8- 'i ® 0 (11) COSK10 Q ■ 01 r�. ti i� 4 51°''' O0 v i, & (1) RHOC e-0 02 �'- 1 59 WOWA -r ‘ 3 PEAL 1 fiQDN- II iii i o ro 0 0 , Qo. 0 -,-, , ,--- . .ci_ 0 \' \ / ■ 3 RISA /a O© ( } OC 0 0O 0 Cer40_ ■ +f� (1) FRLA 0Apt.,47 prj' '? 4 VACO 0 0 ti � ■ " / �, ` (3) MAAC (2) 1 (1) PIPA .rte j t 0 Gi_4. / \ `° ■ ++?� 00 I�' 2 HYPA �.,- , _ A1 I °000 `� ',- O (67) FGEB N6 0 1 j ■ (9) WOWAc5 \` ,. ` 4-0•04\+V** 1 ■ 0 . , _ ■ 0 0 (2) MARC ,i I *��#• ,$##•#A.4.4.,4.4*##4*###�� • VI, fri 4)/as — Kiloknr•) .4.#' - 1 E i i i i i i i i i i /7i i i CP. . . - i i i i i i i i li i / / im IMP t6 . MATCHLINE SEE SHEET P-04 O - (1 ) CHOB LANDSCAPE PLANTING PLAN H (15) SPBE0 U 1" = 10' cp op ORIC PROJ NAME: SHEET TITLE: SHEET: 27 OF: 31 DWG#: m DRN: NS DATE OCT 2015 66 DURHAM AWWTF LANDSCAPE PLOT DSN: ❑K DWG#: THIS BAR IS ONE INCH TPS BUILDING ENLARGED DATE: 31�811g P-02 CleanWaterServices m CHK: DK cADFILE#: 6788.20-DM-P.DWG WHEN DRAWING IS FULL our commitment is Blear. LANDSCAPE & IRRIGATION PLANTING PLAN PLC#: SCALE. PROJECT cws hi o APPD: SW SCALE: --- DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 1 O F 3 PROJ#: 6788-20 ENGR STAMP: REV# DATE DRN APPD ii a - r �` a - - - :e. i = a ` - ( t ..moi. W.; - .. - - - - MI 11111i i= i= NM a a - MI - = - - IMM rrr 40 (1 Og 44p I /-..ki, . "N\ sE 0 /7 is • I ill' -\"--- -- ,i4P' w*4•4 . 4404 . // A#41 kkito g..<•. •• .♦ 440, • w ♦ 7.4. .„,,, 1 P1R ♦ ♦♦w ■ ■ . ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■♦ _(n ♦♦ W1 4 ECO TURF (AS NEEDED) ♦ �' Wo L. CO I \ TO RESTORE TO 100% L. W COVERAGE. ° Arlie ` ,. - Z ::---" ...,..,„ ---- 4 ° kth ' 4t4''''''..-7. 2 i . b'a S . / • • � 1 �' ° V- , . ♦ � 1 ° � � �-� � ECO RF (AS NEEDED) ° ° �� o i i TO STORE TO 100/o i *Solk. . C RAGE. 4 , ' "Pi. • • . , : , 1 ` ° a , RUDB * t> tN MACH L. ° / ° ° • • • PHUT 3 (3bA I/ i ii a b. ° • RISA • O �Q 0 ° °° ° 0© ©0 PNST STON. ° ` • / N/ 4 r-s / i ) ■ I •— _.- LUPI ■ �,�p 000 � ®000 (1) ■ +`. 010."---.1 4,, 00 a 0 eo„, '* PIPA /,, a ocp, 3,e) '+rr'*®0,,, CO 016 ii, '. #.00MACH / ■ ):1 •L • ■ It. , _____ _________ • \_s4 _______Tar_vai 0 a% so, 04. 00%0 .., , , • 1/4...„, 000 0 Atch ., . ° - 0 0 — (12) Mtie0o STON / ■ I HEPE (1) LAIN SPBE o (12) MAAC (5) HEPE (5) HEPE ( I (13) (11) (5) HYMA `_ 1 \ ■ Ifrill'il /f/ECPU PNST $� (20) AGAS 0 0W 60 01 .0._ �0 0_ _ _, _,_ i �� % 4 a ■ 11111 IFD _ _ 45\ 0 - - a `�6 ‘4-r- - ahOY0 0 \?' op iirdiA,.. IL L. N./ iir ii jr-Ay400 : CS° ' ..:- (7.77 __-,--_,--:__ I 1 . I (10) OSBU fl 40o *- i +�► , �� (5) HEPE �� ■ ‘‘.'51) r(6 0: �� :l0 ) i ..! 0� (1 ) PAPE 0 0T) is cG Q • -4e) ek*e.:00 I .....0 uo it Cci A A 1 N., . • O '� ��, , 4lb- (1) PAPE (6) PEA.'\� ili �� :r0. '� ■ tiii°4-. el 6 (1) RHOC �.v ■ — 3 PEAL a © 18 • PEAL J(3) EDPA ° ( ) 4ill D (5) PEAL �..01■11�� .■ a_ (1) RHOC a cn ti 6 PEAL •■• sol 0. 1 *0■ ■ �■ 4 E I .� ■ - ,.�.17 Ea■ 0 10' 20' in E ��►1 o _ _ _ _ _ _ _ _ _ _ _ _ _ _ a _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ Ir �� MATCHLJNE SEE SHEET P-05 CD N C LANDSCAPE PLANTING PLAN .% O 1" = 10' {Q T L.L. CD • ORIG PROJ NAME: SHEET TITLE' SHEET: 28 OF: 31 DWG#: I c12. DRN: NS OCT 2015 DATE DURHAM AWWTF LANDSCAPE o r PLOT 3128119 Q z DSN: DK DWG#: THIS BAR IS ONE INCH CleanW r Services TPS BUILDING ENLARGED DATE. P-03 U m CHK: DK CAD FILE#: 6788.20-DM-P.DWG WHEN DRAWING IS FULL Our commitment is clear. LANDSCAPE & IRRIGATION PLANTING PLAN PLC#: 18 SCALE. PROJECT o APPD: SW SCALE: --- REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 2 OF 3 PROJ#: 6788.20 ENGR STAMP: (3) VACO \ I w w w w : s , # �'( / 70..0�� .._.2,,,,, , , �T ( I r■r / �` y � _ _ _ ; w gm T ■11 we m T _ . / i ii 1 G ■•II 09 © 43 6 (14 /<a--0 1 MARC (3) VACO G"' Q/1(:?�J / },:.04v414v.4:4#4°44.*0.# i1t ��►$*��♦4a1 ■ 1 THPLGO OC (3) COAL p i► ♦4i.I ,4��►,44 ��`►,��,4 1 0 q) A tt$1.4•4444\*Alt-A;#0.44./. ,,, N , or ,,144.0e00 c5 /7 m I r - - (nfr#'1.-4vel#1144.0,4% 1 ll • • ,(1)ARUN ditti,0 0 0 , \ \\Nz, / 1 (1) RPJM 0 /1 _.fit' (DA 0 + S ;,.#A411r04444 �,:``rA r 1 (38) WOWA \ ' 404# ,44)/ I -- K -L- / c o ►�. a (200) FEGB I �� (9) PEAL (0 3) MAAC �O *444 - bt4, �0�% . iito, �'� ��hi, (9) SAHO p ��, 4W 1 ; ... / Q0 WO 0 .) : �411) G) 'Aih�0 3 0 ��p a / 1 ■- ir/ 1 * (3) HYMA \e--1/e4.410r4v/ I C0 (3) PEAL 0 © 41�►.� I (1} PIJA — �`►,� �►` -- NEW 18' x E ■ .I�, p �,�I�i�0.4,se CONCRETE PAD 1 ■ 4 (dial (1) PIJA (1) EDPA '4`4,��`►JA ��W4 FV, #""- 0 0IA 4* % (30) EUJA AROUND CAR CHARGER Il , g I I r A 1 , ' ■ (3) COAL �QQ EXTERIOR POTS / ��►�� ! mar04# "i, . • ;`t *411 �� ■ BY OTHERS VZ. %?04; :Pi-� �� i�� `� ` ,�h■ ► ,, _ � +,4\ ��,��*04°�I�� a (2) EDPAo■ (7) COSK \�� _ A.��,A� �,A�� a '''., 1A h ■ E_1 ,._:.:,...,&,. (5) RISA (7) e, . 0 �o /� ,;10 . � / ,►-;:. ,, 4��ir (1) CHOB 6. 474. , , _,,,#,STv.S4r#7 • 1 ■ ` ff+r I�� , ti ��d w ■ (4) PEAL a A(1) CHOB 44 R..�� ,� ��e�y V W 4/ , cn 1QIO :c//----/-4-- 7" „, 71.,..-"Al n 4 4` zJ �,�, 00 (3) EDPA • o n �!' `� �!, 044\ ;:� ,b. C.' 1� U �� Q i `� , p d n �(1) CHOBa 4 F- 1 ■ orf / a ■• `/ 0 tQ (10) ROKO /f Ili 1 (6) EUJA �� ° i /7 _ � -0- (21) PEAU I 1 ripkba:,•tai M _ v I ci _._ - o 0 „ ` Epp ,Q ,a ppm ¢ ' i ■ / 7 il---___ f4 ■ Cr(IC@ Q 0 ace a I • , , I 7,11, • ,•"4� 11o*:ore” ,1 D . . ' ......./ i ! s ro / i A f 461/P 44°4 1. ''' I , / 11 I ,A4 ___ -- . , Af ., j: _ -., ,, „A.- pyr, -=4.-4 ... . ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■ ■■■ ■ ■ ■■ ■ ■■ ■■ ■-- ■■■ r.. . ,:: v„, f. v v." / ________ - ••• tor i 1 _..,_ . a , i, 44, . ECO TURF (AS NEEDED) ■ 1:04 P47. I TO RESTORE TO 100/° --- T 4 COVERAGE j ��, /1! � O. a. ■ Hi b. lit ECO TURF (AS NEEDED) r ,, ■ ■/i �� _Li (CI ft j TO RESTORE TO 100% J ■ `i i■ Di PC] , ', ) COVERAGE J 4 x+44, ��■ QE y a j ° J 40:4.'mo"frdr .-Ar / I i/ ■ f� 1111 r co ■06 a III r�` ♦ : 1 CD co-=,-_ II lb, _ ■ • f SII ■ \VIA a ■ ...NNE el' liK:li : ./iii a a • il a a a m • Ir l''. IA II: til <144 co 1 a ° ■ i: //a I • un\ • CD 1< i w w i i i i , Lam_-�_: - i r - - - __ mi — — — — m iIlk I MATCHLINE SEE SHEET P-06 lt 0 30' 60' 15 LANDSCAPE PLANTING PLAN 4- `� 1" - 10` U S4 a LL m O7 PROJ NAME: SHEET TITLE: SHEET: OF: 31 DRN: NS ORIG OCT 201529 DWG# DATE: DURHAM AWWTF LANDSCAPE DSN: DK DWG#: \ PLOT 3128119 THIS BAR IS ONE INCH CleanWater Services TPS BUILDING DATE P-04 CHK: DK CAD FILE/P 6788.20-DM-P.DWG WHEN DRAWING IS FULL Our commitment is clear. LANDSCAPE & IRRIGATION PLANTING PLAN PLC#: 3 OF 3 SCALE. PROJECTcws ai 'El APPD: SW SCALE: --- REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 ENLARGED PROD#: 6788.20 ENGR STAMP u.. a ■ • ■