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HomeMy WebLinkAboutScholls Ferry ApartmentsELEVATION DATUM: CITY OF TIGARD (NGVD 29)BENCHMARK: 2" BRASS DISK IN MON. BOXBEING SECTION COR 27 / 28 / 33 / 34LOCATION: INTERSECTION OF SW CONESTOGA DR.AND SW 125TH AVE.ELEVATION: 240.67 FEETBASIS OF BEARING WAS DERIVED FROM THE FOUND ANDHELD MONUMENTS MARKING THE EAST LINE OF LOT 63ABUTTING LOTS 50 THROUGH 61, AS SHOWN HEREON, BEING6287+ƒ :(673(57+(3/$72)+$:. 6%($5'TOWNHOMES" T I G A R D A P A R T M E N T S C I V I L E N G I N E E R I N G P L A N S C 0 . 0 - C O V E R S H E E T C 0 . 1 - O V E R A L L I M P R O V E M E N T S & L E G E N D C 0 . 2 - G E N E R A L N O T E S C 0 . 3 - E X I S T I N G C O N D I T I O N S C 0 . 4 - D E M O & R E M O V A L C 1 . 0 - T Y P I C A L S E C T I O N C 2 . 0 - S T R E E T P L A N & P R O F I L E C 2 . 1 - S T R E E T P L A N & P R O F I L E C 2 . 2 - S T R E E T P L A N & P R O F I L E C 2 . 3 - S T R E E T P L A N & P R O F I L E C 2 . 4 - S T R E E T P L A N & P R O F I L E C 3 . 0 - C U R B R E T U R N P L A N & P R O F L E C 3 . 1 - A P A R T M E N T E N T R A N C E D I M E N S I O N S C 4 . 0 - W A T E R Q U A L I T Y P O N D C 6 . 0 - D E T A I L S C 6 . 1 - D E T A I L S C 6 . 2 - D E T A I L S C 6 . 3 - D E T A I L S E S C - 0 1 - C O V E R S H E E T E S C - 0 2 - E X I S T I N G C O N D I T I O N S E S C - 0 3 - G R A D I N G A N D U T I L I T Y E R O S I O N C O N T R O L E S C - 0 4 - E R O S I O N C O N T R O L D E T A I L S L 3 . 5 - S T O R M W A T E R P L A N T I N G P L A N S T R E E T L I G H T I N G P L A N S : I L 1 0 0 - I L L U M I N A T I O N L E G E N D A N D D E T A I L S I L 1 0 1 - I L L U M I N A T I O N P L A N I L 1 0 2 - I L L U M I N A T I O N P L A N I L 1 0 3 - P H O T O M E T R I C P L A N ( F O R I N F O R M A T I O N O N L Y ) S I G N I N G / S T R I P I N G P L A N S : S S 1 0 0 - S I G N I N G A N D S T R I P I N G P L A N S S 1 0 1 - S T R I P I N G D E T A I L S S S 1 0 2 - S I G N I N G D E T A I L S S S 1 0 3 - S I G N I N G D E T A I L S D O W L A T T N : R E A D S T A P L E T O N 7 2 0 S W W A S H I N G T O N S T , S U I T E 7 5 0 P O R T L A N D , O R 9 7 2 0 5 P H O N E : ( 9 7 1 ) 2 8 0 - 8 6 4 1 DOW L ATTN : P A T G A Y N O R , R L A 720 S W W A S H I N G T O N S T , S U I T E 7 5 0 POR T L A N D , O R 9 7 2 0 5 PHO N E : ( 9 7 1 ) 2 8 0 - 8 6 4 1 C A R D N O A T T N : E R I C L Y N C H , P L S 5 4 1 5 S W W E S T G A T E D R I V E , S U I T E 1 0 0 P O R T L A N D , O R 9 7 2 2 1 P H O N E : ( 5 0 3 ) 4 1 9 - 2 5 0 0 F A X : ( 5 0 3 ) 4 1 9 - 2 5 2 9 L R S A R C H I T E C T S A T T N : D E A N M A S U K A W A , A I A 7 2 0 N W D A V I S S T R E E T , S U I T E 3 0 0 P O R T L A N D , O R 9 7 2 2 1 P H O N E : ( 5 0 3 ) 2 2 1 - 1 1 2 1 KELL E R H O L L A N D T I G A R D I N V E S T O R S , L L C ATT N : B R E N N E R D A N I E L S 1111 M A I N S T R E E T , S U I T E 7 0 0 VAN C O U V E R , W A 9 8 6 6 0 PHO N E : ( 3 6 0 ) 6 9 4 - 7 8 8 8 D O W L A T T N : K E V I N R U S S E L L , P E 7 2 0 S W W A S H I N G T O N S T , S U I T E 7 5 0 P O R T L A N D , O R 9 7 2 0 5 P H O N E : ( 9 7 1 ) 2 8 0 - 8 6 4 1 D i g S a f e l y . C a l l t h e O r e g o n O n e - C a l l C e n t e r & + # .        Q T    Ä    Ä    Ä     LOCATED ON LOT 63 OF THE PLAT OF "HAWK'S BEARD TOWNHOMES"LOCATED IN SECTION 33, TOWNSHIP 1 SOUTH, RANGE 1 WEST,WILLAMETTE MERIDIAN,CITY OF TIGARD, WASHINGTON COUNTY, OREGON T I G A R D K I N G C I T Y A L O H A B E A V E R T O N S U B J E C T P R O P E R T Y S W S c h o l l s F e r r y R d . S W 1 3 5 t h A v e HOLL A N D C O N S T R U C T I O N , I N C . ATTN : J O H N H E N D R Y 1111 M A I N S T R E E T , S U I T E 7 0 0 VAN C O U V E R , W A 9 8 6 6 0 PHO N E : ( 3 6 0 ) 6 9 4 - 7 8 8 8 L A N D U S E # D E S I G N E D S H E E T N U M B E R S H E E T T I T L E P R O J E C T # C H E C K E D D R A W N D A T E DATE#DESCRIPTION BY File: Q:\22\Transition\Tigard Apartments\Holland Tigard\Civil\_CD\Tigard PIP\0951-CD-COVER.dwg , Tab: C0.0Plot Stamp: 2/8/2016 12:52:04 PM - Zinzer, Matthew TIGARD APARTMENTS TIGARD, OREGON 0 2 / 0 5 / 2 0 1 6 M J Z M J Z K S R 2 1 5 0 9 5 1 0 S D R 2 0 1 5 - 0 0 0 0 4 F O R I N F O R M A T I O N O N L Y Vancouver, WA 98660 1111 Main St #500 Phone: 360.649.7888 H O L L A N D J U L Y 0 9 , 2 0 0 1 6 5 4 3 3 P E E N G I N E E R C O V E R S H E E T C 0 . 0 S W H a w k ' s B e a r d SW Huntington Ave THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO UTILITYINFRASTRUCTURE IS DESIGNED TO BE WITHIN ONE FOOT OF A SURVEYMONUMENT LOCATION SHOWN ON A SUBDIVISION OR PARTITION PLAT.NO DESIGN MODIFICATION NOR FINAL FIELD LOCATION CHANGE SHALLBE PERMITTED IF IT WOULD CAUSE ANY UTILITY INFRASTRUCTURE TOBE PLACED WITHIN THE PROHIBITED AREA.1. ALL BEARINGS AND DISTANCES ARE RECORD FROM SURVEY NO.23,631, WASHINGTON COUNTY SURVEY RECORDS, AND ARE BASED ONMONUMENTS FOUND PER SAID SURVEY AND OTHER RECORD DATA.2. MANHOLES SHOWN HEREON ARE TO CENTER OF MANHOLE LID, NOTCENTER OF STRUCTURE.3. ALL WORK TO BE COMPLETED UNDER THE 1998 CITY OF TIGARDPUBLIC IMPROVEMENT DESIGN STANDARDS AND ODOT 2008SPECIFICATIONS.4. CONTRACTOR TO VERIFY EXACT LOCATION AND DEPTH OF EXISTINGUNDERGROUND UTILITY. CONTRACTOR TO COORDINATE ANYREQUIRED RELOCATIONS WITH UTILITY COMPANY AND ENGINEER. BBQ (CL D A T A P E R S N 2 5 4 5 3 ) SD ESDC G G SD D D D S S T T T W W W W W W W W W W W W W W O H W OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW W W W W W W W W SD SD SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S SS SS S S D S D G SS W W W SD SD SD U E E E E D D S D S D S D S D T D D X OHW OH W OH W OHW O H W O H W W D SS SS SS SS SS SS SS SS SS SS SS SS S D SD S G V G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G FO FO FO E E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO E E E E E E E E E E E E S S 1 ƒ      : 43 0 . 0 0 ' 0 SCALE: 1"=40' 404020 LAND USE # DESIGNED SHEET NUMBER SHEET TITLE PROJECT # CHECKED DRAWN DATE DA T E # DE S C R I P T I O N BY Fi l e : Q: \ 2 2 \ T r a n s i t i o n \ T i g a r d A p a r t m e n t s \ H o l l a n d T i g a r d \ C i v i l \ _ C D \ T i g a r d P I P \ 0 9 5 1 - C D - S I T E - O V E R A L L . d w g , T a b : C0 . 1 Pl o t S t a m p : 2/ 8 / 2 0 1 6 1 : 0 5 : 4 9 P M - Zi n z e r , M a t t h e w TI G A R D A P A R T M E N T S TI G A R D , O R E G O N 02/05/2016 MJZ MJZ KSR 21509510 SDR 2015-00004 Va n c o u v e r , W A 9 8 6 6 0 11 1 1 M a i n S t # 5 0 0 Ph o n e : 3 6 0 . 6 4 9 . 7 8 8 8 H O L L A N D J ULY 0 9 , 2 0 0 1 65433PE E N G I N EER OVERALL & LEGEND C0.1 - Proposed Concrete - Proposed Curb - Proposed Retaining Wall X W SS SD OHW G -Existing Boundary Line -Existing Centerline -Existing Right-of-way Line -Public Utility Easement -Extg. Fence Line -Extg. Underground Water Line -Extg. Sanitary Sewer Line -Extg. Storm Drainage Line -Extg. Overhead Wire -Extg. Underground Natural Gas Line -Extg. Concrete Surface -Extg. Sanitary Sewer Manhole -Extg. Catch Basin -Extg. Curb Inlet -Extg. Ditch Inlet -Extg. Storm Drain Manhole -Extg. Fire Hydrant -Water Valve -Extg. Street Light (cobra Arm) -Extg. Traffic Signal Pole -Extg. Utility Pole -Extg. Sign Post -Extg. Water Meter Box - Proposed Building - Proposed Fence - Proposed Water quality Facility D S -Proposed Boundary Line -Proposed Pavement Area -Proposed Bicycle Parking stalls C3.1 C3.2 Refer t o W a s h i n g t o n C o u n t y I m p r o v e m e n t s Refer T o W a s h i n g t o n C o u n t y I m p r o v e m e n t s Refer T o Washin g t o n C o u n t y I m p r o v e m e n t s C3 . 3 C3 . 0 C3.4 LAND USE # DESIGNED SHEET NUMBER SHEET TITLE PROJECT # CHECKED DRAWN DATE DA T E # DE S C R I P T I O N BY Fi l e : Q: \ 2 2 \ T r a n s i t i o n \ T i g a r d A p a r t m e n t s \ H o l l a n d T i g a r d \ C i v i l \ _ C D \ T i g a r d P I P \ 0 9 5 1 - C D - S I T E - O V E R A L L . d w g , T a b : C0 . 2 Pl o t S t a m p : 2/ 8 / 2 0 1 6 1 : 0 5 : 2 8 P M - Zi n z e r , M a t t h e w TI G A R D A P A R T M E N T S TI G A R D , O R E G O N 02/05/2016 MJZ MJZ KSR 21509510 SDR 2015-00004 Va n c o u v e r , W A 9 8 6 6 0 11 1 1 M a i n S t # 5 0 0 Ph o n e : 3 6 0 . 6 4 9 . 7 8 8 8 H O L L A N D J ULY 0 9 , 2 0 0 1 65433PE E N G I N EER GENERAL NOTES C0.2 1.ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS AND THE APPLICABLE REQUIREMENTS OF THE CITY OF TIGARD. 2.LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 3.THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF O.S.H.A. AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND TRENCH PROTECTION OF WORKMEN. 4.RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE, FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. 5.ALL TRENCHES PARALLEL TO THE BUILDING SHALL BE KEPT OUT OF THE ANGLE OF REPOSE FOR THE BUILDING FOOTING. 6.INLET AND OUTLET CONNECTIONS SHALL BE MADE BY THE USE OF A FLEXIBLE COMPRESSION JOINT NO CLOSER THAN 12" AND NO FARTHER THAN 36" FROM THE MANHOLE. NO FLEXIBLE COMPRESSION JOINT SHALL BE EMBEDDED IN THE MANHOLE BASE. MANHOLES SHALL HAVE A SMOOTH, UNIFORM WATERWAY WITH CHANGES OF DIRECTION MADE WITH THE APPROPRIATE SWEEP OFFSET AS PER THE OREGON PLUMBING SPECIALTY CODE. OPEN-GRATE LIDS WILL NOT BE ALLOWED ON ANY MANHOLE. 1.LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. 2. AN ADEQUATE SUPPLY OF SPILL CLEAN UP MATERIALS SHALL BE READILY ACCESSIBLE TO ALL FUEL ACTIVITIES. 3.DESIGNATED STORM AREAS SHALL BE KEPT CLEAN, WELL ORGANIZED, AND LITTER-FREE. 4.ANY MATERIALS BEING STORED THAT COULD RELEASE POLLUTANTS BY WIND OR RUNOFF TRANSPORT SHALL BE PROTECTED BY OVERHEAD COVER, SECONDARY CONTAINMENT, TARPAULINS, VISQUEEN/PLASTIC SHEETING OR OTHER APPROPRIATE METHOD PRIOR TO RAINFALL OR PERIODS OF HIGH WIND. 5.STORAGE OF HAZARDOUS MATERIALS ON SITE SHALL BE MINIMIZED. ANY HAZARDOUS MATERIALS USED DURING CONSTRUCTION SHALL BE CONTAINED AND KEPT CLOSED DURING WORK ACTIVITIES. 6.ALL MATERIALS STORAGE SHALL CONFORM TO ALL APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. 7.ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES, AND PER CWS STANDARDS. 8. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS. RE-SEEDING - AREAS WHICH FAIL TO ESTABLISH GRASS COVER ADEQUATE TO PREVENT EROSION SHALL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED, AND ALL APPROPRIATE MEASURES TAKEN TO ESTABLISH ADEQUATE COVER. WATERING - SEEDING SHALL BE SUPPLIED WITH ADEQUATE MOISTURE TO ESTABLISH GRASS. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER CONDITIONS OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PROVIDE ADEQUATE MOISTURE WITHOUT CAUSING RUNOFF. NETTING AND ANCHORS, AS NEEDED - FOR DISTURBED AREAS ON SLOPES AND IN DITCHES/SWALES, PROVIDE A STABLE AREA FOR SEEDING. NETTING SHOULD BE ANCHORED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. FERTILIZATION FOR GRASS SEED - IN ACCORDANCE WITH SUPPLIER'S RECOMMENDATIONS. DEVELOPMENT AREAS WITHIN 50 FEET OF WATER BODIES AND WETLANDS MUST USE A NON-PHOSPHORUS FERTILIZER. SEEDING - RECOMMENDED EROSION CONTROL GRASS SEED MIXES ARE AS FOLLOWS. SIMILAR MIXES DESIGNED TO ACHIEVE EROSION CONTROL MAY BE SUBSTITUTED IF APPROVED BY JURISDICTION. SOIL PREPARATION - TOP SOIL SHALL BE PREPARED ACCORDING TO LANDSCAPE PLANS, IF AVAILABLE OR RECOMMENDATIONS OF GRASS SEED SUPPLIER. IT IS RECOMMENDED THAT SLOPES BE ROUGHENED BEFORE SEEDING BY "TRACK-WALKING," (DRIVING A CRAWLING TRACTOR UP AND DOWN SLOPES TO LEAVE A PATTERN OF CLEAT IMPRINTS PARALLEL TO SLOPE CONTOURS) OR OTHER METHOD TO PROVIDE MORE STABLE SITES FOR SEEDS TO REST. DRY, LOOSE, WEED-FREE STRAW(3" THICK MIN.) USED AS MULCH SHALL BE APPLIED AT DOUBLE THE HYDROMULCH APPLICATION REQUIREMENT (4000 LB./ACRE). ANCHOR STRAW BY WORKING IN BY HAND OR WITH EQUIPMENT (ROLLERS, CLEAT TRACKS, ETC.). HYDROMULCH SHALL BE APPLIED WITH GRASS SEED AT A RATE OF 2000 LB./ACRE. ON SLOPES STEEPER THAN 10 PERCENT, HYDROSEED AND MULCH SHALL BE APPLIED WITH A BONDING AGENT (BONDER). APPLICATION RATE AND METHODOLOGY TO BE IN ACCORDANCE WITH SEED SUPPLIER RECOMMENDATIONS. GROUND SURFACES EXPOSED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30) SHALL HAVE TEMPORARY GRASS COVER MEASURES FULLY ESTABLISHED BY SEPTEMBER 1 OR OTHER COVER MEASURES WILL HAVE TO BE IMPLEMENTED UNTIL ADEQUATE GRASS COVERAGE IS ACHIEVED. TO ESTABLISH AN ADEQUATE GRASS STAND FOR CONTROLLING EROSION BY SEPTEMBER 1, IT IS RECOMMENDED THAT SEEDING AND MULCHING OCCUR BY AUGUST 1. MULCH SHALL BE SPREAD UNIFORMLY IMMEDIATELY FOLLOWING SEEDING. DWARF GRASS MIX (LOW HEIGHT, LOW MAINTENANCE): DWARF PERENNIAL RYEGRASS, 80% BY WEIGHT CREEPING RED FESCUE, 20% BY WEIGHT APPLICATION RATE: 100 POUNDS MINIMUM PER ACRE. AB Aggregate Base AC Asphalt Concrete ACB Asphalt Concrete Base Approx Approximate AS Aggregate Subbase @ At Ave Avenue BC Beginning of Horizontal Curve BCR Begin Bldg Building Blvd Boulevard BM Bench Mark BVC Begin Vertical Curve CAP Corrugated Aluminum Pipe CB Catch Basin CDF Controlled Density Fill CE Construction Easement CF Cubic Fee CIP Cast Iron Pipe CL Centerline CO Cleanout Conc Concrete Const Construct CTB Concrete Treated Base Culv Culvert cy Cubic Yard Demo Demolish Det Detail DI Ditch Inlet Dia Diameter DIP Ductile Iron Pipe DR Drive Dwg Drawing Dw Driveway E East Ea Each Ease Easement EC End Horizontal Curve ECR End Curb Return Elec Electric Elev Elevation EP Edge of Pavement Exc Excavate Exist Existing Esp Jt Expansion Joint/ FC Face of Curb FG Finish Grade FH Fire Hydrant FL Flow Line FT.Feet or Foot Galv Galvanized GB Grade Break GP Guar Post H Height HDPE High Density Polyethylene Horiz Horizontal H x W Height x Width Hwy Highway ID Inside Diameter IE Invert Elevation "Inch Inst Install Irrig Irrigation Jt Joint L Length LB Pound LF Linear Foot Ln Lane Loc Location LS Lump Sum Lt Left Max Maximum MH Manhole Med Median Min Minimum Mon Monument N North NIC Not In Contract NO Number NTS Not To Scale OC On Center OD Outside Diameter OG Original Ground PC Portland Cement PCC Portland Cement Concrete PCF Pounds Per Cubic Foot PI Point of Intersection PL Property Line POC Point on Curve PP Power Pole PRC Point of Reverse Curve PRV Pressure Reducing Valve PRVC Point of Reverse Vertical Curve PSF Pounds per Square Foot PSI Pounds per Square Inch PT Point of Tagency PVC Polyvinylchloride PVI Point of Vertical Intersection Pvmt Pavement R Radius RBO Remove by Others RCP Reinforced Concrete Pipe Rd Road Rel Relocate Req'd Required Rev Revise or Revised RR Railroad Rt Right RW Retaining Wall R/W Right of Way S South Sec Section SD Storm Drain Sht Sheet Specs Specifications SS Sanitary Sewer Sta Station Std Standard St Street SW Sidewalk TC Top of Curb Temp Temporary TG Top of Grate TOP Top of Pipe Type Typical VC Vertical Curve Vert Vertical W West WV Water Valve X-ing Crossing X-Sec Cross Section 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW, THE TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, FHWA, CURRENT EDITION. 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) AND TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION WORK. 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN THE HOURS OF 7:00 A.M. TO 7:00 P.M. DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER. 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO 9:00 A.M.-3:00 P.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M. AND 9:00 A.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. 10. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. 11. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. 12. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE CONTACTED BY THE CITY'S PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR A PRECONSTRUCTION MEETING. 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR,__________________________AT 503/639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLETING WORK COVERED BY THE PERMIT. 14. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. 16. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP AND THE STOPPAGE OF WORK TO ACCOMPLISH CLEANUP. 17. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 18. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS, FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL. 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 20. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. 21. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. 22. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. 23. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. 24.ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A 5(*,67(5('&,9,/(1*,1((5$/21*:,7+$1(1*,1((56&(57,),&$7,212),167$//$7,21&203/,$1&( )250$77$&+(' ,1$'',7,217+($33/,&$17¶6 $6%8,/7'5$:,1*66+$//%(7,('727+(*361(7:25.7+($33/,&$17¶6(1*,1((56+$//3529,'(7+(&,7<:,7+$1(/(&7521,&),/(:,7+32,176)25 EACH STRUCTURE (MANHOLES, CATCH BASINS, WATER VALVES, HYDRANTS AND OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIR RESPECTIVE X AND Y STATE PLANE COORDINATES, REFERENCED TO NAD 83 (91). INCLUDE ACROBAT (***.PDF) FILE AND ONE 11X17 COPY OF AS-BUILTS. 25.A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF BLUELINE "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. 26.THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT NOTE # 5.) 27. THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT 7+(3(50,7+2/'(5¶6(;3(16( 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF ASPHALT HAVE BEEN PLACED. 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. 34. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND CORRECT ANY DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO ASSURE PROPER FUNCTIONING OF THE FACILITY. 36. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A SCHEDULE FOR PERIODIC (QUARTERLY) MAINTENANCE OF THE WATER QUALITY FACILITY. THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE (3) YEARS FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. ON OCTOBER 1ST OF EACH YEAR DURING THIS THREE (3) YEARS PERIOD, THE DEVELOPER SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC WORKS. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS. PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL PROVIDE A WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. 1. AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR TO BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE A TPW (CITY OF TIGARD PUBLIC WORKS, WATER DIVISION) STAMPED APPROVAL ON CONSTRUCTION PLANS. 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. 3. CURBS MUST BE IN PLACE PRIOR TO INSTALLATION OF WATER MAINS WITHIN NEW SUBDIVISIONS. 4. NOTIFY TPW, WATER DIVISION, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO SCHEDULE A PRECONSTRUCTION MEETING. TELEPHONE 639-4171. 5. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIATION) STANDARDS. 6. ALL WORK WILL BE INSPECTED AND APPROVED BY TPW, WATER DIVISION. 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW MANUFACTURE AND MADE IN THE USA. PIPE SHALL BE "TYTON" JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MJ (MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED. 8. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL SHALL BE 3/4"-0" GRAVEL. 9. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. 10. POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE REQUIRED AT EACH TEE, CROSS, AND BEND LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS). 11. A 4" X 4" X 8'-0", PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2-INCH WATER SERVICE LOCATION, AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED. ALL 2-INCH WATER SERVICES SHALL CONSIST OF A MJ X 2" IPT TEE AND 2" IPT X 110 COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. 12. FIR HYDRANT ASSEMBLY CONSISTS OF A MJ X 6" FIG. (FLANGE) TEE, 6" FIG. X MJ GATE VALVE, 6" MJ X IVIJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-442, 6" MJ, 5-1/4" MVO, 3-PORT (2-21/2" NST HOSE CONNECTION, 1-41/2" NST PUMPER), 11/2" PENTAGON OPERATING NUT, OPENING LEFT, COLOR: YELLOW; APPROVED EQUAL: MUELLER CENTURION A-423, WATERIOUS PACER 6790, CLOW MEDALLION ($&+),5(+<'5$176+$//%(,167$//('8321$35()250('&21&5(7(%/2&.:,7+&8%,&<$5'62)&586+('² 3/4" DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. 14. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDE OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18" OF SEPARATION BELOW THE WATER LINE. 15. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. 16. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARD C651-92, THE STATE HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 MG/1 (MILLIGRAMS PER LITER). THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH (POTABLE) WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE-WATER SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED) WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL NONSPORE-FORMING BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF THE 24-HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL OF A LEAST 10 MG/L. AFTER SATISFACTORY CHLORINATION, FLUSH THE WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ. AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER 24-HOUR RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY TPW. 17. PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY, ST. LOUIS, MO 63102. THE SAMPLING STATION SHALL BE 2'-0" BURY, WITH A 3/4" FIPT(FEMALE IRON PIPE THREAD) INLET, AND A 3/4" UNTHREADED HOSE NOZZLE. ALL SAMPLING STATIONS SHALL BE ENCLOSED IN A LOCKABLE, NON-REMOVABLE, ALUMINUM-CAST HOUSING. WHEN OPENED, THE SAMPLING STATION SHALL REQUIRE NO KEY FOR OPERATION, AND THE WATER WILL FLOW IN AN ALL-BRASS WATERWAY. ALL WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVE GROUND WITH NO DIGGING. A COPPER VENT TUBE (STANDARD) WILL ENABLE THE SAMPLING STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING, AND TO MINIMIZE BACTERIA GROWTH. THE EXTERIOR PIPING WILL BE BRASS, AND A 1/," BALL VALVE SHALL BE PROVIDED IN PLACE OF THE 1/4" PET COCK ON THE VENT PIPE. 18. TPW WILL INSTALL ALL COPPER SERVICES AND SAMPLING STATIONS PRIOR TO SURFACING OF STREETS. WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNERS). ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION REVISED AUGUST 3, 2009 PAGE 24 DEVICE , MINIMUM OF A DCVA (DOUBLE CHECK VALVE ASSEMBLY) INSTALLED ON THE PROPERTY SIDE OF THE WATER METER. IN ADDITION, EVERY METER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL, AND INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS FORWARDED TO TPW WATER DIVISION, BEFORE WATER SERVICES CAN BEGIN. 19. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER SHALL ADVISE TPW OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10% FOR TPW INSPECTIONS, WATER LOSS, OVERHEAD, ADMINISTRATION, SAMPLING, ETC. AND 2% FOR ENGINEERING REVIEW, INCLUDING "AS-BUILTS" DRAWINGS, UPDATING MASTER MAP, INTERSECTION MAPS, ETC. SD 37.35' (37.27' P) ESDC G SD 0.09' S BEST FIT LINE THRU FOUND MONS HELD N/S 0.16' E HELD N/S 0.08' W HELD 0.07' N HELD E/W 0.07' N HELD HELDHELD W/E 0.05' N TR. "G" LOT 37 LOT 38 LOT 39 LOT 36 21'21' 21'21' 1  ƒ      : D D D S S T T T 39 . 9 5 ' (4 0 . 0 0 ' P ) 59 . 9 4 ' (6 0 . 0 0 ' P ) 29 . 9 3 ' (3 0 . 0 0 ' P ) 70 . 1 6 ' (7 0 . 0 0 ' P ) 29.94' (30.00' P) 30.02' (30.00' P) 35.02' (35.00' P) 35.04' (35.00' P) 29.94' (30.00' P) 30.10' (30.10' P) 39 . 9 5 ' (4 0 . 0 0 ' P ) (3 4 . 0 0 ' P ) 60.89' (61.00' P) 47.97' (48.00' P) 1ƒ ( 6.96' (7.04' P) 5 0 ' (CL D A T A P E R S N 2 5 4 5 3 ) TR A C T ' D ' - ( P R I V A T E ) R= 6 0 0 . 0 0 ' L= 2 6 6 . 5 2 ' 25 ' 25 ' 30' O H W OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW W W W W W W W W W W W W W W W W W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SS SS S S 6ƒ : EXCEPTION 9 5 FOOT WIDE SLOPE EASEMENT EXCEPTION 11 SLOPE AND UTILITY EASEMENT EXCEPTION 11 SLOPE AND UTILITY EASEMENT EXCEPTION 10 ACCESS RESTRICTED ALONG THIS FRONTAGE LOT 62 LOT 61 LOT 60 LOT 59 LOT 58 LOT 57 LOT 56 LOT 55 LOT 54 LOT 53 LOT 52 LOT 51 LOT 63 455,440 SQ. FT. 10.455 ACRES (STANDING GROVE OF TREES) APPROXIMATE LIMIT OF TREE CANOPY, TYP. APPROXIMATE LIMIT OF TREE CANOPY, TYP. APPROXIMATE LIMIT OF TREE CANOPY, TYP. (CITY) EXCEPTION 10 PERMITTED ACCESS POINT 1042+50 / 50' RT / 50 FEET WIDE 50' OF F S E T S P I R A L C U R V E &+ 1   ƒ      (                3 50' OF F S E T S P I R A L C U R V E &+ 1   ƒ      (        33 . 9 3 ' OP E N A R E A 7 4 . 7 ' T R A V E L E D W A Y 1 2 . 7 ' T R A V E L E D W A Y V A R I E S 7 . 3 ' 40.4' 10.4'TRAVELED WAY 24.4' TRAVELED WAY 17.1' 1 2 50' OFFSET SPIRAL CURVE &+ 1ƒ ( 50' OFFSET CURVE &+ 1ƒ ( LOT 50 D S D SS W W 20 . 9 2 ' (2 1 . 0 0 ' P ) 20 . 0 8 ' (2 1 . 0 0 ' P ) 3 1 2 3 4 5 6 7 1 8 9 10 2 11 SD SD 3 58 . 0 0 ' (5 8 . 0 0 ' P ) U E E E E D D S D S D S D S D T D D OHW OH W OHW O H W O H W W 12 2021 23 22 25 D 24 26 27 28 29 30 31 34 32 35 36 37 38 4 5 6 SS SS SS SS SS SS SS SS 7 S D SD 33 S G V G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G FO FO E E E E E E E E E E E FO FO FO FO FO FO FO F O E E E E E E E E S S 13 14 15 16 17 18 19 42 41 8 S S 25 ' 5 5 ' 5 0 ' 5 5 ' 14' WI D E B I K E P A T H D E D I C A T I O N 1 2 3 4 5 6 7 1 8 9 10 2 11 3 12 2021 23 22 25 24 26 27 28 29 30 31 34 32 35 36 37 38 4 5 6 7 33 13 14 15 16 17 18 19 42 41 8 100 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - DOWN 0.3' - HELD 101 -FOUND YELLOW PLASTIC CAP MARKED "G&L LAND SURVEYING" PER PP2000-007, DOWN 0.3' HELD EAST/WEST 1ƒ ( 102 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - UP 0.1' - HELD 103 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - UP 0.1' - HELD 104 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - DOWN 0.3' - HELD 105 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - DOWN 0.3' HELD EAST/WEST 6ƒ : 106 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - DOWN 0.1' HELD FOR BASIS OF BEARINGS 107 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD - UP 0.1' 108 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD - UP 0.1' 109 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD - UP 0.1' 110 -FOUND ALUMINUM CAP UNREADABLE REF'D IN (P) - HELD 100 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - DOWN 0.3' - HELD 101 -FOUND YELLOW PLASTIC CAP MARKED "G&L LAND SURVEYING" PER PP2000-007, DOWN 0.3' HELD EAST/WEST 1ƒ ( 102 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - UP 0.1' - HELD 103 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - UP 0.1' - HELD 104 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - DOWN 0.3' - HELD 105 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - DOWN 0.3' HELD EAST/WEST 6ƒ : 106 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - DOWN 0.1' HELD FOR BASIS OF BEARINGS 107 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD - UP 0.1' 108 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD - UP 0.1' 109 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD - UP 0.1' 110 -FOUND ALUMINUM CAP UNREADABLE REF'D IN (P) - HELD 111 -FOUND 5/8" IRON ROD PER PP2000-007 - HELD - DOWN 0.1' 112 -FOUND YELLOW PLASTIC CAP MARKED "OSHD" PER SN 25453 - DOWN 0.3' HELD FOR RIGHT OF WAY 113 -FOUND 5/8" IRON ROD PER SN 25453 HELD FOR RIGHT OF WAY 114 -FOUND YELLOW PLASTIC CAP UNREADABLE PER PP2000-007, HELD - DOWN 0.2' 115 -FOUND YELLOW PLASTIC CAP MARKED "G&L LAND SURVEYING" PER PP2000-007, HELD - DOWN 0.3' 116 -FOUND YELLOW PLASTIC CAP MARKED "G&L LAND SURVEYING" PER PP2000-007, HELD - DOWN 0.1' 117 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD - DOWN 0.1' 118 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD - DOWN 0.3' 120 -FOUND ALUMINUM CAP UNREADABLE REF'D IN (P) - HELD 121 -FOUND 5/8" IRON ROD PER SN 25453 - DN 0.3' HELD FOR RIGHT OF WAY 122 -FOUND YELLOW PLASTIC CAP MARKED "OSHD" PER SN 25453 - DOWN 0.2' HELD FOR RIGHT OF WAY 111 -FOUND 5/8" IRON ROD PER PP2000-007 - HELD - DOWN 0.1' 112 -FOUND YELLOW PLASTIC CAP MARKED "OSHD" PER SN 25453 - DOWN 0.3' HELD FOR RIGHT OF WAY 113 -FOUND 5/8" IRON ROD PER SN 25453 HELD FOR RIGHT OF WAY 114 -FOUND YELLOW PLASTIC CAP UNREADABLE PER PP2000-007, HELD - DOWN 0.2' 115 -FOUND YELLOW PLASTIC CAP MARKED "G&L LAND SURVEYING" PER PP2000-007, HELD - DOWN 0.3' 116 -FOUND YELLOW PLASTIC CAP MARKED "G&L LAND SURVEYING" PER PP2000-007, HELD - DOWN 0.1' 117 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD - DOWN 0.1' 118 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD - DOWN 0.3' 120 -FOUND ALUMINUM CAP UNREADABLE REF'D IN (P) - HELD 121 -FOUND 5/8" IRON ROD PER SN 25453 - DN 0.3' HELD FOR RIGHT OF WAY 122 -FOUND YELLOW PLASTIC CAP MARKED "OSHD" PER SN 25453 - DOWN 0.2' HELD FOR RIGHT OF WAY 123 -FOUND YELLOW PLASTIC CAP MARKED "G&L LAND SURVEYING" PER PP2000-007, DOWN 0.1' HELD EAST/WEST 6ƒ : 124 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD - DOWN 0.3' 125 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD - DOWN 0.3' 126 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD - DOWN 0.5' 127 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD - DOWN 0.5' 128 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD - DOWN 0.5' 129 -FOUND 5/8" IRON ROD - DN 0.1' PER (P) - HELD FOR RIGHT OF WAY 130 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD FOR RIGHT OF WAY 131 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD NORTH/SOUTH, 0.16' EAST. 132 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD - DOWN 0.3' 123 -FOUND YELLOW PLASTIC CAP MARKED "G&L LAND SURVEYING" PER PP2000-007, DOWN 0.1' HELD EAST/WEST 6ƒ : 124 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD - DOWN 0.3' 125 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD - DOWN 0.3' 126 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD - DOWN 0.5' 127 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD - DOWN 0.5' 128 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD - DOWN 0.5' 129 -FOUND 5/8" IRON ROD - DN 0.1' PER (P) - HELD FOR RIGHT OF WAY 130 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD FOR RIGHT OF WAY 131 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD NORTH/SOUTH, 0.16' EAST. 132 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - HELD - DOWN 0.3' GV S D -FOUND MONUMENT AS NOTED IN TABLE. PROTECT AT ALL TIMES X W SS SD OHW G -EXISTING BOUNDARY LINE -EXISTING CENTERLINE -EXISTING RIGHT-OF-WAY LINE -EASEMENT LINE -FENCE LINE, TYPE AS NOTED -UNDERGROUND WATER LINE -SANITARY SEWER LINE -STORM DRAINAGE LINE -OVERHEAD WIRE -UNDERGROUND NATURAL GAS LINE -TREE/VEGETATION LINE -EXISTING ASPHALT SURFACE -EXISTING CONCRETE SURFACE -EXISTING GRAVEL SURFACE -GAS VALVE -SANITARY SEWER MANHOLE -CATCH BASIN -CURB INLET -DITCH INLET -STORM DRAIN MANHOLE -FIRE HYDRANT -WATER VALVE -STREET LIGHT (COBRA ARM) -UNDERGROUND TRAFFIC SIGNAL LINE 133 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - DOWN 0.1' 0.13' WEST OF LINE 134 -FOUND 5/8" IRON ROD PER (P) - DOWN 0.5' - HELD 135 -FOUND 5/8" IRON ROD PER (P) - DOWN 1.0' - HELD 136 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - DOWN 0.1' HELD FOR BASIS OF BEARINGS 137 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - DOWN 0.3' - HELD 1363 -FOUND 1/2" ALUMINUM CAP MARKED "SFA DESIGN" 1364 -FOUND 1/2" ALUMINUM CAP MARKED "SFA DESIGN" 1429 -FOUND YELLOW PLASTIC CAP MARKED "LDC DESIGN GROUP" 133 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - DOWN 0.1' 0.13' WEST OF LINE 134 -FOUND 5/8" IRON ROD PER (P) - DOWN 0.5' - HELD 135 -FOUND 5/8" IRON ROD PER (P) - DOWN 1.0' - HELD 136 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - DOWN 0.1' HELD FOR BASIS OF BEARINGS 137 -FOUND YELLOW PLASTIC CAP MARKED "TETSUKA ASSOC. INC." PER (P) - DOWN 0.3' - HELD 1363 -FOUND 1/2" ALUMINUM CAP MARKED "SFA DESIGN" 1364 -FOUND 1/2" ALUMINUM CAP MARKED "SFA DESIGN" 1429 -FOUND YELLOW PLASTIC CAP MARKED "LDC DESIGN GROUP" 39 40 41 4 . 5 ' + / - 39 40 41 4 . 5 ' + / - T SN -TELEPHONE MANHOLE -TRAFFIC SIGNAL POLE -SIGNAL JUNCTION BOX -CONIFEROUS TREE -DECIDUOUS TREE -UNKNOWN MANHOLE -UTILITY POLE -SIGN POST -SURVEY NUMBER PER COUNTY RECORDS (P)- PLAT OF HAWK'S BEARD TOWNHOMES E -GAS METER -GAS FINK -AIR RELEASE VALVE -WATER METER BOX -IRRIGATION CONTROL BOX -SHOEBOX LIGHT (SINGLE) -ACORN/GLOBE LIGHT -ELECTRIC METER -ELECTRICAL VAULT -ELECTRIC JUNCTION BOX -TRANSFORMER -TELEPHONE RISER -CABLE TELEVISION VAULT -CABLE TELEVISION RISER -TRAFFIC SIGNAL POLE AND STREET LIGHT -STREET LIGHT JUNCTION BOX -GUY WIRE -UNKNOWN UTILITY VAULT -MAILBOX U LAND USE # DESIGNED SHEET NUMBER SHEET TITLE PROJECT # CHECKED DRAWN DATE DA T E # DE S C R I P T I O N BY Fi l e : Q: \ 2 2 \ T r a n s i t i o n \ T i g a r d A p a r t m e n t s \ H o l l a n d T i g a r d \ C i v i l \ _ C D \ T i g a r d P I P \ 0 9 5 1 - C D - E X I S T I N G . d w g , T a b : C0 . 3 Pl o t S t a m p : 2/ 8 / 2 0 1 6 1 : 0 8 : 4 3 P M - Zi n z e r , M a t t h e w TI G A R D A P A R T M E N T S TI G A R D , O R E G O N 02/05/2016 MJZ MJZ KSR 21509510 SDR 2015-00004 Va n c o u v e r , W A 9 8 6 6 0 11 1 1 M a i n S t # 5 0 0 Ph o n e : 3 6 0 . 6 4 9 . 7 8 8 8 H O L L A N D EXISTING CONDITIONS C0.3 LOT 63 OF THE PLAT OF "HAWK'S BEARD TOWNHOMES" LOCATED IN SECTION 33, TOWNSHIP 1 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, CITY OF TIGARD, WASHINGTON COUNTY, OREGON ELEVATION DATUM: CITY OF TIGARD (NGVD 29) BENCHMARK: 2" BRASS DISK IN MON. BOX BEING SECTION COR 27 / 28 / 33 / 34 LOCATION: INTERSECTION OF SW CONESTOGA DR. AND SW 125TH AVE. ELEVATION: 240.67 FEET DATUM:1. THE LEGAL DESCRIPTION AND EXCEPTIONS SHOWN HEREON ARE BASED ON THE PRELIMINARY TITLE REPORT ISSUED BY FIRST AMERICAN TITLE COMPANY OF OREGON FILE NO. NCS-712145-OR1, EFFECTIVE DATE JANUARY 15, 2015 AT 8:00 A.M. 2. THE WORD "CERTIFY" AND/OR "CERTIFICATE" IS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE FACTS OF THE SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED. 3. NO CURB CUTS OR DEVELOPED ACCESS OBSERVED TO THE SUBJECT PROPERTY. 4. NO OBSERVED EVIDENCE OF THE SUBJECT PROPERTY BEING USED BY OTHERS. 5. MANHOLES SHOWN HEREON ARE TO CENTER OF MANHOLE LID, NOT CENTER OF STRUCTURE. GENERAL NOTES: PER NOTED TITLE REPORT PER NOTED TITLE REPORT /27+$:.¶6%($5'72:1+20(6 3/$7)((12 ,17+( CITY OF TIGARD, COUNTY OF WASHINGTON AND STATE OF OREGON. LEGAL DESCRIPTION: 9. AN EASEMENT FOR SLOPE AND INCIDENTAL PURPOSES, RECORDED MAY 05, 1989 AS FEE NO. 89020392 OF OFFICIAL RECORDS. IN FAVOR OF: THE PUBLIC AFFECTS: AS DESCRIBED THEREIN (AS SHOWN HEREON) 10. LIMITED ACCESS PROVISIONS IN FAVOR OF THE STATE OF OREGON, BY AND THROUGH ITS STATE HIGHWAY COMMISSION AS CONTAINED IN DECREE OF CONDEMNATION ENTERED MARCH 03, 1992 IN SUIT NO. C90- 114CV IN THE CIRCUIT COURT FOR WASHINGTON COUNTY, WHICH PROVIDES THAT NO RIGHT OF EASEMENT OR RIGHT OF ACCESS TO, FROM OR ACROSS THE STATE HIGHWAY OTHER THAN EXPRESSLY THEREIN PROVIDED FOR SHALL ATTACH TO THE ABUTTING PROPERTY. (AS SHOWN HEREON) 11. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: MARCH 20, 1992 AS FEE NO. 92018168 IN FAVOR OF: STATE OF OREGON, BY AND THROUGH, ITS DEPARTMENT OF TRANSPORTATION FOR: (AS SHOWN HEREON) 12. RESTRICTIONS SHOWN ON THE RECORDED PLAT OF PARTITION PLAT 2000-007 AND HAWK.S BEARD TOWNHOMES. (NO SURVEY LOCATION ITEMS DISCLOSED ON THE NOTED PLAT) 13. EASEMENTS FOR PUBLIC UTILITY AND A PRIVATE DRAINAGE PURPOSES AS 6+2:1217+(5(&25'('3/$72)+$:.¶6%($5'72:1+20(6 (EASEMENTS BENEFITING SUBJECT PROPERTY ARE AS SHOWN HEREON) 14. EASEMENTS FOR LANDSCAPE COINCIDENT WITH THE PUBLIC UTILITY ($6(0(17385326(6$66+2:1217+(5(&25'('3/$72)+$:.¶6%($5' TOWNHOMES. (EASEMENTS BENEFITING SUBJECT PROPERTY ARE AS SHOWN HEREON) EASEMENTS: SANITARY SEWER TABLE: 1 STORM DRAINAGE MANHOLE RIM = 190.76' IE 12"CONC(E/S) = 183.83' SUMP = 179.61' 2 STORM DRAINAGE MANHOLE RIM = 189.47' IE 10"PVC(N) = 184.47' IE 12"CONC(E) = 184.39' IE 10"CONC(S) = 184.38' IE 12"CONC(W) = 184.34' 3 DITCH INLET RIM FLOWLINE = 187.25' 10"CONC(S) = 184.97' SUMP = 183.25' 4 STORM DRAINAGE MANHOLE RIM = 189.51' IE 10"PVC(N) = 185.89' IE 10"CONC(S) = 185.89' IE 12"CONC(W) = 185.79' 5 DITCH INLET RIM FLOWLINE = 187.18' IE 10"CONC(S) = 185.76' SUMP = 183.18' 6 CATCH BASIN RIM = 189.79' IE 10"DI(N) = 188.73' 7 IE 10"DI(S) = 188.59' 8 STORM DRAINAGE MANHOLE RIM = 189.13' IE 15"CPP(N/E) = 182.23' 9 DITCH INLET - IN TRACT "G" RIM FLOWLINE = 184.59' IE 15"CPP(S) = 182.41' IE 6"PVC(N) = 182.33' SUMP = 180.42' 10 DITCH INLET - IN TRACT "G" RIM FLOWLINE = 182.48' IE 6"PVC(S) = 182.42' SUMP = 178.50' 11 STORM DRAINAGE MANHOLE RIM = 198.74 IE 12"PVC(N) = 191.92' IE 12"PVC(S) = 191.29' SUMP = 191.36' 12 STORM DRAINAGE MANHOLE RIM = 187.71' IE 12"PVC(N) = 182.65' IE 12"PVC(S) = 182.66' IE 12"PVC(W) = 182.56' 13 STORM DRAINAGE MANHOLE RIM = 187.57' IE 10"PVC(SE) = 183.11' IE 8"PVC(NE) = 183.09' IE 12"PVC(W) = 183.04' 14 STORM DRAINAGE MANHOLE RIM = 187.68' IE 10"PVC(SE) = 183.10' IE 24"CONC(S) = 182.40' 15 STORM DRAINAGE MANHOLE RIM = 188.18' IE 15"PVC(NW) = 181.73' IE 18"PVC(S) = 181.63' 16 CATCH BASIN RIM = 187.21' IE 10"PVC(NW) = 183.71' SUMP = 182.71' 17 CATCH BASIN RIM = 187.28' IE 10"PVC(W) = 183.38' SUMP = 181.93' 18 CATCH BASIN RIM = 187.09' IE 8"PVC(SW) = 183.14' SUMP = 181.89' 19 CATCH BASIN RIM = 187.08' IE 8"PVC(NW) = 184.23' SUMP = 182.88' STORM DRAINAGE TABLE: 1 SANITARY SEWER MANHOLE RIM = 189.80' IE 8"PVC(N) = 179.73' IE 8"PVC(S) = 179.48' IE 8"PVC(E) = 179.75' IE 8"PVC(W) = 179.71' 2 SANITARY SEWER MANHOLE RIM = 187.89' IE 8"PVC(N) = 180.69' IE 8"PVC(NW) = 180.63' 3 SANITARY SEWER MANHOLE RIM = 206.97' 8"PVC(N) = 197.27' 8"PVC(S) = 197.22' 4 SANITARY SEWER MANHOLE RIM = 216.32' 5 SANITARY SEWER MANHOLE RIM = 210.63' 6 SANITARY SEWER MANHOLE RIM = 206.11' 7 SANITARY SEWER MANHOLE RIM = 1997.94' 8 SANITARY SEWER MANHOLE RIM = 189.08' 8"PVC(N) = 181.82' 8"PVC(S) = 181.73' THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE HAZARDOUS NATURE AND APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO POLICY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND SIZE INFORMATION. INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY IN ACCURACY DEPENDING ON DEPTH, SIZE, FLOW, AND CONSTRUCTION OF MANHOLES. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. # MONUMENT TABLE: LEGEND: 1.WATER LINE AND VALVES ARE ON THE PROPERTY LINE IN THIS AREA. 2.FIRE HYDRANT ON PROPERTY LINE. 3.MULTIPLE PUBLIC UTILITIES EXIST ALONG THE NORTHERLY END OF SW HUNTINGTON AVENUE. 4.NO BUILDINGS EXISTING ON THE SURVEYED PROPERTY. SURVEY NOTES: # # BASIS OF BEARING WAS DERIVED FROM THE FOUND AND HELD MONUMENTS MARKING THE EAST LINE OF LOT 63 ABUTTING LOTS 7+528*+$66+2:1+(5(21%(,1*6287+ƒ :(67 PER THE PLAT OF "HAWK'S BEARD TOWNHOMES" BASIS OF BEARINGS: 20 CATCH BASIN RIM = 189.24' IE 10"CONC(NW) = 185.89' SUMP = 184.24' 21 CATCH BASIN RIM = 189.23' IE 10"CONC(NW) = 185.08' SUMP = 183.78' 22 CATCH BASIN RIM = 188.87' IE 12"PVC(E) = 182.47' IE 10"CONC(W) = 182.46' IE 12"CONC(S) = 182.32' 23 CATCH BASIN RIM = 189.04' IE 10"CONC(N) = 183.94' IE 10"CONC(E) = 183.24' 24 STORM DRAINAGE MANHOLE RIM = 189.10' IE 12"CONC(N) = 182.45' IE 12"CONC(W) = 182.35' 25 CATCH BASIN RIM = 198.08' IE 12"PVC(SE) = 195.48' SUMP = 194.48' 26 CURB INLET RIM = 198.64' IE 12"PVC(NW) = 194.39' IE 12"PVC(SE) = 194.30' SUMP = 193.34' 27 CURB INLET RIM = 199.79' IE 12"PVC(NW) = 193.84' IE 12"PVC(SE) = 193.44' SUMP = 192.89' 28 CURB INLET RIM = 207.86' IE 10"CONC(NE) = 204.11' IE 12"CONC(W) = 204.06' 29 CURB INLET RIM = 213.02' IE 10"PVC(N) = 205.54' IE 12"PVC(S) = 205.54' 30 STORM DRAINAGE MANHOLE RIM = 217.94' 31 CURB INLET RIM = 218.27' 32 STORM DRAINAGE MANHOLE RIM = 211.98' 33 CURB INLET RIM = 212.37' 34 STORM DRAINAGE MANHOLE RIM = 205.94' 35 CATCH BASIN RIM = 205.61' 36 CATCH BASIN RIM = 200.31' 37 CATCH BASIN RIM = 198.60' 38 STORM DRAINAGE MANHOLE RIM = 199.85' 39 CATCH BASIN RIM = 179.09' IE 10"CONC(E) = 174.09' 40 CATCH BASIN RIM = 179.22' IE 12"CONC(N) = 173.52' IE 10"CONC(W) = 173.47' IE 12"CONC(S) = 173.32' 41 IE 8"PVC = 181.05' 42 IE 24"CONC = 181.48' GV S D T SN -FOUND MONUMENT - PROTECT AT ALL TIMES X W SS SD OHW G -EXISTING BOUNDARY LINE -EXISTING CENTERLINE -EXISTING RIGHT-OF-WAY LINE -EASEMENT LINE -FENCE LINE, TYPE AS NOTED -UNDERGROUND WATER LINE -SANITARY SEWER LINE -STORM DRAINAGE LINE -OVERHEAD WIRE -UNDERGROUND NATURAL GAS LINE -TREE/VEGETATION LINE -EXISTING ASPHALT SURFACE -EXISTING CONCRETE SURFACE -EXISTING GRAVEL SURFACE -GAS VALVE -SANITARY SEWER MANHOLE -CATCH BASIN -CURB INLET -DITCH INLET -STORM DRAIN MANHOLE -FIRE HYDRANT -WATER VALVE -STREET LIGHT (COBRA ARM) -TELEPHONE MANHOLE -TRAFFIC SIGNAL POLE -SIGNAL JUNCTION BOX -CONIFEROUS TREE -DECIDUOUS TREE -UNKNOWN MANHOLE -UTILITY POLE -SIGN POST -SURVEY NUMBER PER COUNTY RECORDS (P)- PLAT OF HAWK'S BEARD TOWNHOMES E -UNDERGROUND TRAFFIC SIGNAL LINE -GAS METER -GAS FINK -AIR RELEASE VALVE -WATER METER BOX -IRRIGATION CONTROL BOX -SHOEBOX LIGHT (SINGLE) -ACORN/GLOBE LIGHT -ELECTRIC METER -ELECTRICAL VAULT -ELECTRIC JUNCTION BOX -TRANSFORMER -TELEPHONE RISER -CABLE TELEVISION VAULT -CABLE TELEVISION RISER -TRAFFIC SIGNAL POLE AND STREET LIGHT -STREET LIGHT JUNCTION BOX -GUY WIRE -UNKNOWN UTILITY VAULT -MAILBOX U -TREE TO BE REMOVED -EXISTING POPLAR GROVE TO BE REMOVED IN ITS ENTIRETY. REFER TO LANDSCAPE PLAN FOR FURTHER INFORMATION. SD ESDC G G SD 21'21' 21'21' 1  ƒ      : D D D S S T T T 5 0 ' (CL D A T A P E R S N 2 5 4 5 3 ) R= 6 0 0 . 0 0 ' L= 2 6 6 . 5 2 ' 25 ' 25 ' 30' O H W OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW W W W W W W W W W W W W W W W W W W W W W W SD SD SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SS SS S S S S 6ƒ : OP E N A R E A D S D G SS W W W SD SD SD U E E E E D D S D S D S D S D T D D X OHW OH W OH W OHW O H W O H W W D SS SS SS SS SS SS SS SS SS SS SS SS S D SD S G V G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G FO FO FO E E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO E E E E E E E E E E E E S S 25 ' 5 5 ' 5 0 ' 5 5 ' 14' WI D E B I K E P A T H D E D I C A T I O N 2 1 TYP. 4 3 5 5 5 5 5 LEGEND: LAND USE # DESIGNED SHEET NUMBER SHEET TITLE PROJECT # CHECKED DRAWN DATE DA T E # DE S C R I P T I O N BY Fi l e : Q: \ 2 2 \ T r a n s i t i o n \ T i g a r d A p a r t m e n t s \ H o l l a n d T i g a r d \ C i v i l \ _ C D \ T i g a r d P I P \ 0 9 5 1 - C D - D E M O . d w g , T a b : C0 . 4 Pl o t S t a m p : 2/ 8 / 2 0 1 6 1 : 0 1 : 1 2 P M - Zi n z e r , M a t t h e w TI G A R D A P A R T M E N T S TI G A R D , O R E G O N 02/05/2016 MJZ MJZ KSR 21509510 SDR 2015-00004 Va n c o u v e r , W A 9 8 6 6 0 11 1 1 M a i n S t # 5 0 0 Ph o n e : 3 6 0 . 6 4 9 . 7 8 8 8 H O L L A N D J ULY 0 9 , 2 0 0 1 65433PE E N G I N EER DEMOLITION PLAN C101 1 2 4 5 3 C / L Prop. ROW S W 1 3 5 t h A v e n u e S t a . 1 0 6 + 9 7 . 3 6 T o S t a . 1 0 9 + 4 6 . 8 3 * S e e C o n s t r u c t i o n P l a n s F o r L i m i t s 1 2 . 0 0 ' T u r n L a n e 1 . 0 0 ' P a i n t e d M e d i a n 1 2 . 0 0 ' T r a v e l L a n e 6 . 0 0 ' B i k e L a n e Extg. Travel La n e s S t d . C u r b & G u t t e r S e e S h t . C 6 . 0 5 ' P l a n t e r S t r i p 6 . 0 0 ' S i d e w a l k 0 . 5 ' A g g r e g a t e B a s e C o u r s e 2 " - 0 N o m . C o m p . T h k n . 1 2 " A g g r e g a t e B a s e C o u r s e 3 / 4 " - 0 N o m . C o m p . T h k n . 3 " H M A C B a s e C o u r s e C l a s s " C " L e v e l 3 1 2 " D e n s e A s p h a l t C o n c r e t e N o m . C o m p . T h k n . 4 " ( 2 - 2 " L i f t s ) V a r i e s V a r i e s 0 . 0 0 ' - 1 2 . 0 0 ' R i g h t T u r n L a n e * * V a r i e s * * T r a n s i t i o n s f r o m S t a . 1 0 8 + 5 0 . 3 7 T o S t a . 1 0 9 + 1 9 . 4 8 C / L Prop. ROW S W H a w k ' s B e a r d S t r e e t S t a . 2 0 0 + 6 2 . 8 5 T o S t a . 1 0 9 + 4 6 . 8 3 * S e e C o n s t r u c t i o n P l a n s F o r L i m i t s S t d . C u r b & G u t t e r S e e S h t . C 6 . 0 5 . 0 0 ' P l a n t e r S t r i p 5 . 0 0 ' S i d e w a l k 0 . 5 0 ' 8 . 5 0 ' W i d e n R e - S t r i p i n g V a r i a b l e S a w c u t 7 . 5 0 ' S a w c u t A g g r e g a t e B a s e C o u r s e 2 " - 0 N o m . C o m p . T h k n . 7 " H M A C B a s e C o u r s e L e v e l 2 1 / 2 " D e n s e A s p h a l t C o n c r e t e N o m . C o m p . T h k n . 3 . 5 " ( 1 . 5 " L i f t O v e r 2 " L i f t ) Prop. PUE 8 . 0 0 ' Prop. PUE 8 . 0 0 ' A g g r e g a t e B a s e C o u r s e 3 / 4 " - 0 N o m . C o m p . T h k n . 2 " 3 7 . 5 0 ' P r o p . R O W 3 0 ' E x t g . R O W 2 7 . 0 0 ' P r o p . R O W 1 6 . 0 0 ' Ex. ROW 2 5 . 0 0 ' E x t g . R O W 2 ' D e d i c a t i o n 7 . 5 0 ' D e d i c a t i o n L A N D U S E # D E S I G N E D S H E E T N U M B E R S H E E T T I T L E P R O J E C T # C H E C K E D D R A W N D A T E DATE#DESCRIPTION BY File: Q:\22\Transition\Tigard Apartments\Holland Tigard\Civil\_CD\Tigard PIP\0951-CD-TYPICAL SECTIONS.dwg , Tab: C1.0Plot Stamp: 2/8/2016 1:04:56 PM - Zinzer, Matthew TIGARD APARTMENTS TIGARD, OREGON 0 2 / 0 5 / 2 0 1 6 M J Z M J Z K S R 2 1 5 0 9 5 1 0 S D R 2 0 1 5 - 0 0 0 0 4 F O R I N F O R M A T I O N O N L Y Vancouver, WA 98660 1111 Main St #500 Phone: 360.649.7888 H O L L A N D J U L Y 0 9 , 2 0 0 1 6 5 4 3 3 P E E N G I N E E R T Y P I C A L S E C T I O N C 1 . 0 OHW OHW OHW OHW OHW OHW OHWOHWOHWOHWOHW OHWOHWSSSS SD G G G G G G G G G G GGGGG G G GG FO FO FO E E E E E E E E E E W W W W W W W 106+29 107+00 108+00 109+00 1036+00 S W 1 3 5 t h A v e n u e " V i l l a g e A t S u m m e r C r e e k " SW Scholls Ferry Road Proposed PU E P r o p o s e d R O W E x t g . E a s e m e n t 1 2 P r o p . E a s e m e n t S a w c u t ƒ135TH AVE ALIGNSTA:106+28.56SCHOLLSSTA:1035+67.00 ǻ      ƒ L 1 2 5 . 8 5 ' R 6 2 6 . 1 8 ' ǻ     ƒ L 7 2 . 0 6 ' R 8 0 7 . 2 2 ' ǻ     ƒ L 2 8 . 5 3 ' R 6 2 5 . 6 8 ' 8 FW DCDA 5 3 0 . 0 0 E X T G . R O W 3 7 . 5 0 P R O P . R O W 8 . 0 0 P U E 8 6 7 9 185 190 195 200 1 8 5 1 9 0 1 9 5 2 0 0 - 1 . 7 8 % - 1 . 3 3 % STA = 107+02.93ELEV = 196.04Notes STA = 108+26.99 ELEV = 194.39 Notes STA = 109+46.83 ELEV = 192.25 Notes I E O U T ( 1 0 " E ) = 1 8 9 . 0 0 C G - 2 S T A : 1 0 9 + 4 3 . 3 1 , 2 7 . 1 3 ' L t . T C = 1 9 3 . 2 7 S U M P = 1 8 7 . 4 7 2 5 . 3 L F - 1 0 " P V C @ 0 . 1 4 2 2 3 G r a d e @ F l o w l i n e G r a d e @ S a w c u t E x t g . G r a d e @ C e n t e r l i n e P r o p o s e d G r a d e @ F l o w l i n e E x t g . G r a d e @ S a w c u t C O N S T R U C T I O N N O T E S S t a . 1 0 7 + 0 2 . 9 3 , 2 6 . 6 8 ' L t . B e g i n C o n c r e t e S i d e w a l k S e e S h t . C 4 0 0 F o r D e t a i l s S t a . 1 0 7 + 0 2 . 9 3 , 2 6 . 1 8 ' L t . B e g i n S t d . C u r b & G u t t e r S e e S h t . C 4 0 0 F o r D e t a i l s 1 2 I n s t a l l C G - 3 0 I n l e t S e e S h t . C 4 0 1 F o r D e t a i l s 3 I n s t a l l D i t c h I n l e t S e e S h t . C 4 0 1 F o r D e t a i l s 4 E x t g . V a u l t T o B e R e l o c a t e d . C o o r d i n a t e w i t h U t i l i t e s . 5 I n s t a l l 6 " C l a s s 5 2 D u c t i l e I r o n W a t e r L i n e . M e c h a n i c a l l y R e s t r a i n A l l F i t t i n g s A n d J o i n t s . 6 S t a . 1 0 7 + 8 8 . 0 0 , 4 5 . 7 9 L t . I n s t a l l 6 " F i r e V a u l t a n d 6 " D C D A . S e e C i t y O f T i g a r d D e t a i l 5 3 3 O n S h e e t C 6 . 3 F o r M o r e I n f o r m a t i o n . 7 S t a . 1 0 7 + 8 8 . 0 0 , 2 5 . 5 6 ' L t . W e t T a p E x i s t i n g 1 2 " D u c t i l e I r o n P i p e W i t h 1 2 " x 6 " T a p p i n g S a d d l e A n d I n s t a l l 6 " G a t e V a l v e . C o n t a c t o r T o V e r i f y E x i s t i n g P i p e L o c a t i o n A n d E l e v a t i o n . 8 S t a . 1 0 9 + 2 6 . 7 0 , 3 7 . 0 0 ' L t . B e g i n S p l i t F a c e L a n d s c a p e W a l l . S e e S h e e t C 4 . 0 F o r G r a d e s a n d S t r u c t u r a l S h e e t s f o r M o r e I n f o r m a t i o n . 9 L A N D U S E # D E S I G N E D S H E E T N U M B E R S H E E T T I T L E P R O J E C T # C H E C K E D D R A W N D A T E DATE#DESCRIPTION BY File: Q:\22\Transition\Tigard Apartments\Holland Tigard\Civil\_CD\Tigard PIP\0951-CD-STREET PLANS.dwg , Tab: C2.0Plot Stamp: 2/8/2016 4:37:37 PM - Zinzer, Matthew TIGARD APARTMENTS TIGARD, OREGON 0 2 / 0 5 / 2 0 1 6 M J Z M J Z K S R 2 1 5 0 9 5 1 0 S D R 2 0 1 5 - 0 0 0 0 4 F O R I N F O R M A T I O N O N L Y Vancouver, WA 98660 1111 Main St #500 Phone: 360.649.7888 H O L L A N D J U L Y 0 9 , 2 0 0 1 6 5 4 3 3 P E E N G I N E E R 0 S C A L E : 1 " = 2 0 ' 2 0 2 0 1 0 S T R E E T P L A N & P R O F I L E C 2 . 0 Matchli n e S t a . 1 0 9 + 5 0 See Sht . C2.1 W a s h i n g t o n C o u n t y C i t y o f T i g a r d S C A L E : H O R I Z : 1 " = 2 0 ' V E R T : 1 " = 2 ' N O T E : S e e O n - s i t e C o n s t r u c t i o n D o c u m e n t s f o r O v e r a l l 1 2 0 0 - C E r o s i o n C o n t r o l P l a n s . N O T E : S i g n i n g , S t r i p i n g , a n d I l l u m i n a t i o n a r e S h o w n f o r R e f e r e n c e O n l y . S e e S i g n i n g a n d S t r i p i n g a n d I l l u m i n a t i o n P l a n s f o r M o r e I n f o r m a t i o n . - Proposed Concrete - Proposed Curb XWSSSDOHWG -Existing Centerline-Existing Right-of-way Line-Public Utility Easement-Extg. Fence Line-Extg. Underground Water Line -Extg. Sanitary Sewer Line -Extg. Storm Drainage Line-Extg. Overhead Wire -Extg. Underground Natural Gas Line-Extg. Concrete Surface-Extg. Sanitary Sewer Manhole-Extg. Catch Basin-Extg. Curb Inlet-Extg. Ditch Inlet -Extg. Storm Drain Manhole-Extg. Fire Hydrant -Water Valve-Extg. Street Light (cobra Arm)-Extg. Traffic Signal Pole -Extg. Utility Pole-Extg. Sign Post-Extg. Water Meter Box- Proposed FenceDS -Proposed ROW Line- Proposed Storm Line- Proposed Storm Inlet- Proposed CG-48 Curb Inlet Manhole- Proposed Storm Manhole S e e O n s i t e P l a n s F o r C o n t i n u a t i o n WWWWW W W W W W W W W W W W W W W W GSD S D S D S D S D S D S D S D S D S D S D SDSDSD W G G GFOFOFOEEEEEEE E E E E E E E E E E E E E E F O F O F O F O F O F O F O F O F O F O F O E E E WWW110+00200+00201+00 202+00 203+00 204+00 205+00 S W H a w k ' s B e a r d S t r e e t " s u m m e r C r e e k A p a r t m e n t s " S W H a w k ' s B e a r d S t r e e t " S u m m e r C r e e k A p a r t m e n t s " P r o p o s e d P U E P r o p o s e d R O W 127455 ǻƒL28.53'R625.68'8 9 25.00 Extg. ROW27.00 P r o p . R O W 6 E x t g . R O W 1011178180185190195 1 7 8 1 8 0 1 8 5 1 9 0 1 9 5 ()()()(189.69)189.50(189.46)189.25(189.46)189.31(189.67)189.54 (189.94) 189.77 (190.19) 189.99 (190.49) 190.22 (190.73) 190.45 (190.88) 190.64 (190.97) 190.72 (190.86) 190.67 (190.67) 190.51 (190.46) 190.26 (190.23) 190.00 (189.97) 189.75 (189.79) 189.50 (189.65) 189.31 (189.40) 189.23 (189.53) 189.28 200+00200+50201+00201+50 2 0 2 + 0 0 2 0 2 + 5 0 2 0 3 + 0 0 2 0 3 + 5 0 2 0 4 + 0 0 2 0 4 + 5 0 2 0 5 + 0 0 2 0 5 + 2 5 -1.67% 0 . 9 1 % - 1 . 0 1 % STA = 200+63.23ELEV = 189.70Curb Return PTIE OUT(10"SW) = 184.50 DITCH INLETSTA: 200+67.18, 37.59'Lt.RIM = 185.40SUMP = 182.52 IE IN(10"E) = 185.44IE OUT(10"NW) = 185.44 CG-48MHSTA: 201+07.84 , 18.50'Lt.TC = 190.26SUMP = 182.22IE IN(12"E) = 183.83IE OUT(12"S) = 183.83 48"STA: 200+32.72, 3.40'Rt.RIM = 190.76SUMP = 179.61Extg. 48" MHSTA: 201+08.46 , 6.27'Rt.RIM = 189.47SUMP = 176.93 I E O U T ( 1 0 " W ) = 1 8 7 . 4 0 C G - 3 0 S T A : 2 0 5 + 0 0 . 1 9 , 1 7 . 5 0 ' L t . T C = 1 9 0 . 2 5 S U M P = 1 8 6 . 8 7 G r a d e @ F l o w l i n e G r a d e @ S a w c u t E x t g . G r a d e @ C e n t e r l i n e P r o p o s e d G r a d e @ F l o w l i n e E x t g . G r a d e @ S a w c u t 74 E x t g . 1 2 " S t o r m H I G H P T S T A = 2 0 3 + 0 3 . 1 8 H I G H P T E L E V = 1 9 0 . 7 2 P V I S T A = 2 0 3 + 0 5 . 8 1 P V I E L E V = 1 9 0 . 9 6 K = 5 2 . 1 1 A = 1 . 9 2 % L V C = 1 0 0 . 0 0 ' BVC: 202+55.81 ELEV: 190.50 EVC: 203+55.81 ELEV: 190.45 LOW POINT STA = 201+07.35LOW POINT ELEV = 189.23PVI STA = 201+00.00PVI ELEV = 189.08K = 19.41A = 2.58%LVC = 50.00'BVC: 200+75.00ELEV: 189.50EVC: 201+25.00ELEV: 189.31 L O W P O I N T S T A = 2 0 5 + 0 2 . 6 2 L O W P O I N T E L E V = 1 8 9 . 2 3 P V I S T A = 2 0 5 + 0 0 . 0 0 P V I E L E V = 1 8 8 . 9 9 K = 5 2 . 1 0 A = 1 . 9 2 % L V C = 1 0 0 . 0 0 ' BVC: 204+50.00 ELEV: 189.50 I E I N ( 1 0 " S ) = 1 8 5 . 8 9 I E I N ( 1 0 " N ) = 1 8 5 . 8 9 I E O U T ( 1 2 " W ) = 1 8 5 . 7 9 E x t g . 4 8 " M H S T A : 2 0 5 + 0 0 . 9 0 , 5 . 5 8 ' R t . T C = 1 9 0 . 1 2 S U M P = 1 8 3 . 7 9 I E O U T ( 1 0 " S ) = 1 8 5 . 7 6 E X I S T I N G I N L E T S T A : 2 0 4 + 9 9 . 6 5 , 1 4 . 6 8 ' L t . T C = 1 8 7 . 1 8 S U M P = 1 8 3 . 1 8 3 I E I N ( 1 0 " E ) = 1 8 5 . 9 5 I E O U T ( 1 0 " W ) = 1 8 5 . 9 5 C G - 3 0 S T A : 2 0 2 + 1 0 . 1 4 , 1 7 . 5 0 ' L t . T C = 1 9 1 . 1 0 S U M P = 1 8 2 . 9 6 102.3 LF - 1 0 " @ 0 . 0 0 5 0 2 9 0 . 0 L F - 1 0 " @ 0 . 0 0 5 0 3 24.5 LF - 10"PVC @ 0.0050IE IN(10"NE) = 184.39IE OUT(10"SW) = 184.31 2&6: ‘STA: 200+63.55 HAWKS BEARD ALIGNRIM = 188.00 )SUMP = 184.62 47.9 LF - 10" @ 0.010010 C o n s t r u c t C o n c r e t e S i d e w a l k S e e S h t . C 6 . 0 F o r D e t a i l s 1 C o n s t r u c t S t d . C u r b & G u t t e r S e e S h t . C 6 . 0 F o r D e t a i l s 2 C o n s t r u c t C G - 3 0 I n l e t S e e S h t . C 6 . 1 F o r D e t a i l s 3 C o n s t r u c t D i t c h I n l e t S e e S h t . C 6 . 1 F o r D e t a i l s 4 1 3 5 t h S t a . 1 0 9 + 6 2 . 8 6 , 1 0 . 8 3 ' L t . H a w k ' s B e a r d S t a . 2 0 0 + 4 0 . 0 6 , 7 . 8 9 ' L t . S a w c u t A n g l e P o i n t 5 C o n s t r u c t C G - 4 8 M a n h o l e S e e S h t . C 6 . 1 F o r D e t a i l s 7 C o n n e c t t o E x t g . 1 2 " S t o r m P i p e W i t h 1 0 " x 1 2 " S a d d l e . C o n t r a c t o r T o V e r i f y S t o r m L o c a t i o n A n d D e p t h P r i o r T o I n s t a l l a t i o n 6 C o n s t . W a t e r Q u a l i t y F a c i l i t y . S e e S h e e t C 4 . 0 8 S t a . 2 0 3 + 7 4 . 3 9 , 1 6 ' L t . C o n s t . 2 4 ' D r i v e w a y E n t r a n c e F o r D e t a i l s , S e e S h t . C 3 . 1 a n d C 6 . 0 9 I n s t a l l 4 8 " S t a n d a r d M a n h o l e W i t h F l o w C o n t r o l S t r u c t u r e . S e e D e t a i l S h t . C 6 . 1 A n d C 6 . 2 F o r M o r e I n f o r m a t i o n 1 0 S t a . 2 0 1 + 0 0 . 0 0 , 2 6 . 5 L t . E n d P r o p o s e d L a n d s c a p e S p l i t W a l l . S e e C 4 . 0 F o r G r a d e s a n d S t r u c t u r a l P l a n s f o r M o r e I n f o r m a t i o n . 1 1 L A N D U S E # D E S I G N E D S H E E T N U M B E R S H E E T T I T L E P R O J E C T # C H E C K E D D R A W N D A T E DATE#DESCRIPTION BY File: Q:\22\Transition\Tigard Apartments\Holland Tigard\Civil\_CD\Tigard PIP\0951-CD-STREET PLANS.dwg , Tab: C2.1Plot Stamp: 2/8/2016 4:36:49 PM - Zinzer, Matthew TIGARD APARTMENTS TIGARD, OREGON 0 2 / 0 5 / 2 0 1 6 M J Z M J Z K S R 2 1 5 0 9 5 1 0 S D R 2 0 1 5 - 0 0 0 0 4 F O R I N F O R M A T I O N O N L Y Vancouver, WA 98660 1111 Main St #500 Phone: 360.649.7888 H O L L A N D J U L Y 0 9 , 2 0 0 1 6 5 4 3 3 P E E N G I N E E R 0 S C A L E : 1 " = 2 0 ' 2 0 2 0 1 0 S T R E E T P L A N & P R O F I L E C 2 . 1 Matchline Sta. 109+50 See Sht. C2.0 Matchline Sta. 205+25 See Sht. C2.2 S C A L E : H O R I Z : 1 " = 2 0 ' V E R T : 1 " = 2 ' C O N S T R U C T I O N N O T E S N O T E : S e e O n - s i t e C o n s t r u c t i o n D o c u m e n t s f o r O v e r a l l 1 2 0 0 - C E r o s i o n C o n t r o l P l a n s . N O T E : S i g n i n g , S t r i p i n g , a n d I l l u m i n a t i o n a r e S h o w n f o r R e f e r e n c e O n l y . S e e S i g n i n g a n d S t r i p i n g a n d I l l u m i n a t i o n P l a n s f o r M o r e I n f o r m a t i o n . - Proposed Concrete - Proposed Curb XWSSSDOHWG -Existing Centerline-Existing Right-of-way Line-Public Utility Easement-Extg. Fence Line-Extg. Underground Water Line -Extg. Sanitary Sewer Line -Extg. Storm Drainage Line-Extg. Overhead Wire -Extg. Underground Natural Gas Line-Extg. Concrete Surface-Extg. Sanitary Sewer Manhole-Extg. Catch Basin-Extg. Curb Inlet-Extg. Ditch Inlet -Extg. Storm Drain Manhole-Extg. Fire Hydrant -Water Valve-Extg. Street Light (cobra Arm)-Extg. Traffic Signal Pole -Extg. Utility Pole-Extg. Sign Post-Extg. Water Meter Box- Proposed Fence- Proposed Water Quality FacilityDS -Proposed ROW Line- Proposed Storm Line- Proposed Storm Inlet- Proposed CG-48 Curb Inlet Manh o l e - Proposed Storm Manhole C O N S T R U C T I O N N O T E S C o n s t r u c t C o n c r e t e S i d e w a l k S e e S h t . C 6 . 0 F o r D e t a i l s 1 C o n s t r u c t S t d . C u r b & G u t t e r S e e S h t . C 6 . 0 F o r D e t a i l s 2 S t a . 2 0 8 + 9 0 . 5 3 , 1 6 . 5 0 ' L t . E n d a n d T i e i n t o E x t g . S i d e w a l k 3 4 C o n s t r u c t C G - 2 I n l e t S e e S h t . C 6 . 1 F o r D e t a i l s 5 S t a . 2 0 7 + 3 4 . 4 1 , 7 . 6 3 ' L t . S t a . 2 0 8 + 6 7 . 8 3 , 1 0 . 6 0 ' L t . S a w c u t A n g l e P o i n t 6 C o n s t r u c t 4 8 " S t d M H S e e S h t . C 6 . 0 F o r D e t a i l s 7 S t a . 2 0 9 + 0 5 . 9 4 , 1 6 . 5 0 ' L t . E n d a n d T i e i n t o E x t g . C u r b T i e i n t o E x t g . S t r u c t u r e 8 R e m o v e E x i s t i n g C o n t r o l S t r u c t u r e S t a n d p i p e . C a p a n d A b a n d o n E x i s t i n g S t o r m L i n e . G r o u t a n d S e a l O u t l e t C o r e H o l e A n d I n s t a l l N e w S t o r m P i p e W i t h N e w S t a n d p i p e P e r D e t a i l O n S h e e t C 6 . 2 9 R e m o v e E x i s t i n g O u t l e t P i p e . G r o u t a n d S e a l O u t l e t C o r e H o l e . C a p a n d A b a n d o n S t o r m P i p e 1 0 E x i s t i n g P i p e t o B e C a p p e d O n B o t h E n d s a n d A b a n d o n e d 1 1 WWWWWWWW W W W W S S S S S S S S S S S S S S S S S S X X S D SD SD X X W S D S D G G G G G G G G G EEEEEEFOFOFOFO F O F O F O F O F O E E E E E E E E 206+00207+00 208 + 0 0 209+00 210+00 3 0 9 + 0 0 3 1 0 + 0 0 SW 131st Place SW Hawk's Beard Street 12 3 5 4 6 6 SSSS S S S S P r o p o s e d P U E Proposed ROWExtg. ROW25.00 Extg. ROW27.00 Prop. ROW179180185190195 1 7 9 1 8 0 1 8 5 1 9 0 1 9 5 (189.53)189.28(189.70)189.45(189.92)189.68(190.22)189.90(190.37)190.09(190.49)190.18(190.44)190.19(190.41)190.11 (190.24) 189.98 (190.12) 189.86 (190.02) 189.73 (189.75) 189.48 (189.47) 189.22 (189.18) 188.96 (189.00) 188.70 (188.64) () () () () () () 205+25205+50206+00206+50207+00 2 0 7 + 5 0 2 0 8 + 0 0 2 0 8 + 5 0 2 0 9 + 0 0 2 0 9 + 5 0 2 1 0 + 0 0 2 1 0 + 5 0 - 0 . 5 0 % 0.91% - 1 . 0 3 % STA = 207+75.00 ELEV = 189.73 Notes STA = 208+98.15 ELEV = 188.46 End Curbline Improvements I E I N ( 1 5 " N ) = 1 8 2 . 2 4 I E I N ( 1 0 " N W ) = 1 8 5 . 0 0 I E O U T ( 1 5 " E ) = 1 8 2 . 2 4 P R O P . 4 8 " M H S T A : 2 0 8 + 8 5 . 5 7 , 3 . 2 7 ' R t . R I M = 1 8 9 . 0 5 I E I N ( 1 0 " N ) = 1 8 2 . 2 3 I E O U T ( 1 5 " S E ) = 1 8 2 . 2 3 E x t g . 4 8 " S t o r m S T A : 2 0 9 + 1 6 . 2 2 , 2 3 . 6 5 ' L t . R I M = 1 8 9 . 1 3 S U M P = 1 8 0 . 2 3 Extg. Grade @ CL Extg. Grade @ Sawcut P r o p . G r a d e @ F l o w l i n e LOW POINT STA = 205+02.62LOW POINT ELEV = 189.23PVI STA = 205+00.00PVI ELEV = 188.99K = 52.10A = 1.92%LVC = 100.00'EVC: 205+50.00ELEV: 189.45 HIGH PT STA = 206+64.52HIGH PT ELEV = 190.20PVI STA = 206+50.00PVI ELEV = 190.36K = 70.95A = 1.41%LVC = 100.00'BVC: 206+00.00ELEV: 189.90EVC: 207+00.00ELEV: 190.11 5 7 I E I N ( 8 " E ) = 1 7 9 . 7 5 I E I N ( 8 " N W ) = 1 7 9 . 8 5 I E O U T ( 8 " S ) = 1 7 9 . 4 8 E x t g . 4 8 " S a n i t a r y S e w e r S T A : 2 0 7 + 9 5 . 0 1 , 5 . 3 7 ' L t . R I M = 1 8 9 . 8 0 S U M P = 1 7 9 . 4 8 6 9 . 9 L F - 8 " P V C @ 0 . 0 1 0 5 E x t g . 8 " S e w e r I E I N ( 8 " N ) = 1 8 0 . 6 9 I E O U T ( 8 " W ) = 1 8 0 . 7 7 E x t g . 4 8 " S a n i t a r y S e w e r S T A : 2 0 9 + 9 3 . 4 5 , 6 . 4 5 ' L t . R I M = 1 8 7 . 8 9 S U M P = 1 8 0 . 6 9 8 I E I N ( 1 5 " N W ) = 1 8 1 . 7 1 I E O U T ( 1 8 " S E ) = 1 8 1 . 6 3 E x t g . 4 8 " S t o r m S T A : 2 0 9 + 6 8 . 2 0 , 3 . 9 5 ' R t . R I M = 1 8 8 . 1 8 S U M P = 1 7 9 . 6 3 See On-site Plans for S a n i t a r y C o n t i n u a t i o n 8 2 . 8 L F - 1 5 " P V C @ 0 . 0 0 5 0 3 9 . 5 L F - 1 5 " P V C @ 0 . 0 0 5 0 3 0 . 2 L F - 1 5 " P V C @ 0 . 0 0 5 0 I E I N ( 1 5 " W ) = 1 8 2 . 0 3 I E O U T ( 1 5 " S E ) = 1 8 1 . 8 6 P R O P . 4 8 " M H S T A : 2 0 9 + 5 5 . 7 2 , 2 3 . 5 8 ' L t . R I M = 1 8 7 . 7 6 S U M P = 1 7 9 . 1 7 I E O U T ( 1 0 " S E ) = 1 8 5 . 1 8 A R E A D R A I N S T A : 2 0 8 + 7 5 . 5 5 , 1 4 . 5 0 ' L t . T C = 1 8 8 . 7 7 S U M P = 1 8 0 . 8 8 2 0 . 3 L F - 1 0 " P V C @ 0 . 0 0 8 9 L A N D U S E # D E S I G N E D S H E E T N U M B E R S H E E T T I T L E P R O J E C T # C H E C K E D D R A W N D A T E DATE#DESCRIPTION BY File: Q:\22\Transition\Tigard Apartments\Holland Tigard\Civil\_CD\Tigard PIP\0951-CD-STREET PLANS.dwg , Tab: C2.2Plot Stamp: 2/8/2016 4:37:01 PM - Zinzer, Matthew TIGARD APARTMENTS TIGARD, OREGON 0 2 / 0 5 / 2 0 1 6 M J Z M J Z K S R 2 1 5 0 9 5 1 0 S D R 2 0 1 5 - 0 0 0 0 4 F O R I N F O R M A T I O N O N L Y Vancouver, WA 98660 1111 Main St #500 Phone: 360.649.7888 H O L L A N D J U L Y 0 9 , 2 0 0 1 6 5 4 3 3 P E E N G I N E E R 0 S C A L E : 1 " = 2 0 ' 2 0 2 0 1 0 S T R E E T P L A N & P R O F I L E C 2 . 2 M a t c h l i n e S t a . 3 1 0 + 5 0 S e e S h t . C 2 . 3 S C A L E : H O R I Z : 1 " = 2 0 ' V E R T : 1 " = 2 ' Matchline Sta. 205+25See Sht. C2.1 N O T E : S i g n i n g , S t r i p i n g , a n d I l l u m i n a t i o n a r e S h o w n f o r R e f e r e n c e O n l y . S e e S i g n i n g a n d S t r i p i n g a n d I l l u m i n a t i o n P l a n s f o r M o r e I n f o r m a t i o n . - P r o p o s e d C o n c r e t e - P r o p o s e d C u r b X W S S S D O H W G - E x i s t i n g C e n t e r l i n e - E x i s t i n g R i g h t - o f - w a y L i n e - P u b l i c U t i l i t y E a s e m e n t - E x t g . F e n c e L i n e - E x t g . U n d e r g r o u n d W a t e r L i n e - E x t g . S a n i t a r y S e w e r L i n e - E x t g . S t o r m D r a i n a g e L i n e - E x t g . O v e r h e a d W i r e - E x t g . U n d e r g r o u n d N a t u r a l G a s L i n e - E x t g . C o n c r e t e S u r f a c e - E x t g . S a n i t a r y S e w e r M a n h o l e - E x t g . C a t c h B a s i n - E x t g . C u r b I n l e t - E x t g . D i t c h I n l e t - E x t g . S t o r m D r a i n M a n h o l e - E x t g . F i r e H y d r a n t - W a t e r V a l v e - E x t g . S t r e e t L i g h t ( c o b r a A r m ) - E x t g . T r a f f i c S i g n a l P o l e - E x t g . U t i l i t y P o l e - E x t g . S i g n P o s t - E x t g . W a t e r M e t e r B o x - P r o p o s e d F e n c e D S - P r o p o s e d R O W L i n e - P r o p o s e d S t o r m L i n e - P r o p o s e d S t o r m I n l e t - P r o p o s e d C G - 4 8 C u r b I n l e t M a n h o l e - P r o p o s e d S t o r m M a n h o l e S D S D S D G G S D S D SSSSSS G G S S S S W W W W W W W CT V X W XSDSDSDSD S D S D S D XXSSSS 306+00 307+00 308+00 309+00 1 8 5 1 9 0 1 9 5 2 0 0 2 0 5 2 1 0 185 190 195 200 205 210 3 0 5 + 2 5 3 0 5 + 5 0 3 0 6 + 0 0 3 0 6 + 5 0 3 0 7 + 0 0 3 0 7 + 5 0 3 0 8 + 0 0 308+50309+00309+50309+75 E x t g . G r a d e @ C L SW Huntington Avenue H a w k ' s B e a r d T o w n h o m e s S W H u n t i n g t o n A v e n u e L A N D U S E # D E S I G N E D S H E E T N U M B E R S H E E T T I T L E P R O J E C T # C H E C K E D D R A W N D A T E DATE#DESCRIPTION BY File: Q:\22\Transition\Tigard Apartments\Holland Tigard\Civil\_CD\Tigard PIP\0951-CD-STREET PLANS.dwg , Tab: C2.3Plot Stamp: 2/8/2016 4:37:09 PM - Zinzer, Matthew TIGARD APARTMENTS TIGARD, OREGON 0 2 / 0 5 / 2 0 1 6 M J Z M J Z K S R 2 1 5 0 9 5 1 0 S D R 2 0 1 5 - 0 0 0 0 4 F O R I N F O R M A T I O N O N L Y Vancouver, WA 98660 1111 Main St #500 Phone: 360.649.7888 H O L L A N D J U L Y 0 9 , 2 0 0 1 6 5 4 3 3 P E E N G I N E E R 0 S C A L E : 1 " = 2 0 ' 2 0 2 0 1 0 S T R E E T P L A N & P R O F I L E C 2 . 3 S C A L E : H O R I Z : 1 " = 2 0 ' V E R T : 1 " = 4 ' Matchline Sta. 309+75See Sht. C2.2 M a t c h l i n e S t a . 3 0 5 + 2 5 S e e S h t . C 2 . 4 Ex t g . R O W E x t g . R O W Extg. Property L i n e - P r o p o s e d C o n c r e t e - P r o p o s e d C u r b X W S S S D O H W G - E x i s t i n g C e n t e r l i n e - E x i s t i n g R i g h t - o f - w a y L i n e - P u b l i c U t i l i t y E a s e m e n t - E x t g . F e n c e L i n e - E x t g . U n d e r g r o u n d W a t e r L i n e - E x t g . S a n i t a r y S e w e r L i n e - E x t g . S t o r m D r a i n a g e L i n e - E x t g . O v e r h e a d W i r e - E x t g . U n d e r g r o u n d N a t u r a l G a s L i n e - E x t g . C o n c r e t e S u r f a c e - E x t g . S a n i t a r y S e w e r M a n h o l e - E x t g . C a t c h B a s i n - E x t g . C u r b I n l e t - E x t g . D i t c h I n l e t - E x t g . S t o r m D r a i n M a n h o l e - E x t g . F i r e H y d r a n t - W a t e r V a l v e - E x t g . S t r e e t L i g h t ( c o b r a A r m ) - E x t g . T r a f f i c S i g n a l P o l e - E x t g . U t i l i t y P o l e - E x t g . S i g n P o s t - E x t g . W a t e r M e t e r B o x - P r o p o s e d F e n c e - P r o p o s e d W a t e r q u a l i t y F a c i l i t y D S - P r o p o s e d R O W L i n e - P r o p o s e d S t o r m L i n e - P r o p o s e d S t o r m I n l e t - P r o p o s e d C G - 4 8 C u r b I n l e t M a n h o l e - P r o p o s e d S t o r m M a n h o l e GG O H W W CTV304+99305+003+82 1+00 2 + 0 0 3 + 0 0 PI: 1+07.00 PC: 1+64.78 PT: 3+75.45 P R C : 3 + 4 9 . 0 4 SS 12 3 P r o p . R O W Extg. ROW ǻ       ƒ L 1 8 4 . 2 6 ' R 4 0 . 0 0 ' ǻ      ƒ L 2 6 . 4 1 ' R 1 8 . 0 0 ' 8 . 0 0 E a s e . 5 . 0 0 S / W F W F W F W F W D W D W D W D W D W W W M D C D A D C V A R 4 7 . 0 0 6 5 7 . 7 8 ' 7.00'7.00'7 8 9 11 129 1 0 5 LF 4 8 L F 1 3 S S 195 200 205 210 215 1 9 5 2 0 0 2 0 5 2 1 0 2 1 5 (206.58)(208.59)207.77 (210.20) 208.73 (211.28) 209.61 (212.16) 210.26 (212.58) 210.25 (212.49) 209.86 (211.73) 209.47 (210.91) 209.08 (209.86) 208.69 (208.81) 208.27 (207.43) 207.09 (206.74) 206.74 1+00 1 + 5 0 2 + 0 0 2 + 5 0 3 + 0 0 3 + 5 0 3 + 8 2 . 4 5 3 . 5 2 % 1 . 6 0 % - 1 . 5 6 % 4.73%1.87 % 4 . 7 0 % - 4 . 7 0 % STA = 1+00.00ELEV = 206.58Notes STA = 1+87.82 ELEV = 210.06 STA = 2+12.05 ELEV = 210.45 STA = 3+49.04 ELEV = 208.31 Notes STA = 1+25.00ELEV = 207.77NotesSTA = 1+32.17 ELEV = 207.90 Notes STA = 1+49.17 ELEV = 208.70 Notes IE OUT(10" E ) = 2 0 2 . 1 9 CG-2STA: 1+16.2 3 , 1 . 1 5 ' R t . TC = 207.36SUMP = 20 0 . 4 1 I E O U T ( 1 0 " W ) = 2 0 2 . 5 6 C G - 2 S T A : 3 + 6 8 . 7 3 , 1 . 5 5 ' R t . T C = 2 0 7 . 9 1 S U M P = 1 9 9 . 2 0 I E I N ( 1 0 " E ) = 2 0 2 . 5 1 I E I N ( 1 0 " W ) = 2 0 2 . 1 0 I E I N ( 1 0 " S ) = 1 9 9 . 6 1 4 8 " S T A : 3 + 7 1 . 5 2 , 9 . 9 3 ' R t . R I M = 2 0 7 . 7 8 S U M P = 1 9 7 . 7 6 5 5 4 9 . 1 L F - 1 0 " @ 0 . 0 0 5 4 1 7 . 9 L F - 1 0 " @ 0 . 0 0 4 9 IE IN(6"NW) = 197.42IE OUT(8"S) = 197.2 2 (;66 ‘STA: 1+02.51 HUNTI N G T O N C U L - D E - S A C RIM = 206.97 ) 4 8 . 4 L F - 6 " P V C @ 0 . 0 4 7 0 L A N D U S E # D E S I G N E D S H E E T N U M B E R S H E E T T I T L E P R O J E C T # C H E C K E D D R A W N D A T E DATE#DESCRIPTION BY File: Q:\22\Transition\Tigard Apartments\Holland Tigard\Civil\_CD\Tigard PIP\0951-CD-STREET PLANS.dwg , Tab: C2.4Plot Stamp: 2/8/2016 4:37:24 PM - Zinzer, Matthew TIGARD APARTMENTS TIGARD, OREGON 0 2 / 0 5 / 2 0 1 6 M J Z M J Z K S R 2 1 5 0 9 5 1 0 S D R 2 0 1 5 - 0 0 0 0 4 F O R I N F O R M A T I O N O N L Y Vancouver, WA 98660 1111 Main St #500 Phone: 360.649.7888 H O L L A N D J U L Y 0 9 , 2 0 0 1 6 5 4 3 3 P E E N G I N E E R 0 S C A L E : 1 " = 2 0 ' 2 0 2 0 1 0 S T R E E T P L A N & P R O F I L E C 2 . 4 C O N S T R U C T I O N N O T E S S t a . 3 0 5 + 0 6 . 4 1 , 1 2 . 8 0 ' R t ' B e g i n C o n c r e t e S i d e w a l k a n d C u r b & G u t t e r . T i e I n t o E x t g . S e e S h t . C 6 . 0 F o r D e t a i l s 1 S t a . 3 0 5 + 0 6 . 4 1 , 1 4 . 4 1 ' L t . E n d C o n c r e t e S i d e w a l k a n d C u r b & G u t t e r . T i e I n t o E x t g . S e e S h t . C 6 . 0 F o r D e t a i l s 2 S C A L E : H O R I Z : 1 " = 2 0 ' V E R T : 1 " = 4 ' Matchline Sta. 305+25See Sht. C2.3 P r i v a t e D r i v e w a y t o B e C o n s t r u c t e d B y O n - S i t e P r o j e c t . 3 R e m o v e E x t g . S t o r m C l e a n o u t . C o n s t r u c t 4 8 " S t d . M H F o r D e t a i l s , S e e S h t . C 6 . 1 4 C o n s t r u c t C G - 2 I n l e t F o r D e t a i l s , S e e S h t . C 6 . 1 5 N O T E : S i g n i n g , S t r i p i n g , a n d I l l u m i n a t i o n a r e S h o w n f o r R e f e r e n c e O n l y . S e e S i g n i n g a n d S t r i p i n g a n d I l l u m i n a t i o n P l a n s f o r M o r e I n f o r m a t i o n . - P r o p o s e d C o n c r e t e - P r o p o s e d C u r b X W S S S D O H W G - E x i s t i n g C e n t e r l i n e - E x i s t i n g R i g h t - o f - w a y L i n e - P u b l i c U t i l i t y E a s e m e n t - E x t g . F e n c e L i n e - E x t g . U n d e r g r o u n d W a t e r L i n e - E x t g . S a n i t a r y S e w e r L i n e - E x t g . S t o r m D r a i n a g e L i n e - E x t g . O v e r h e a d W i r e - E x t g . U n d e r g r o u n d N a t u r a l G a s L i n e - E x t g . C o n c r e t e S u r f a c e - E x t g . S a n i t a r y S e w e r M a n h o l e - E x t g . C a t c h B a s i n - E x t g . C u r b I n l e t - E x t g . D i t c h I n l e t - E x t g . S t o r m D r a i n M a n h o l e - E x t g . F i r e H y d r a n t - W a t e r V a l v e - E x t g . S t r e e t L i g h t ( c o b r a A r m ) - E x t g . T r a f f i c S i g n a l P o l e - E x t g . U t i l i t y P o l e - E x t g . S i g n P o s t - E x t g . W a t e r M e t e r B o x - P r o p o s e d F e n c e D S - P r o p o s e d R O W L i n e - P r o p o s e d S t o r m L i n e - P r o p o s e d S t o r m I n l e t - P r o p o s e d C G - 4 8 C u r b I n l e t M a n h o l e - P r o p o s e d S t o r m M a n h o l e I n s t a l l M o n u m e n t A t C e n t e r p o i n t O f H u n t i n g t o n C u l - D e - S a c 6 I n s t a l l 8 " C l a s s 5 2 D u c t i l e I r o n W a t e r L i n e . M e c h a n i c a l l y R e s t r a i n A l l F i t t i n g s A n d J o i n t s . C o n n e c t T o E x i s t i n g G a t e V a l v e . C o n t r a c t o r S h a l l E x c a v a t e E x i s t i n g V a l v e T o D e t e r m i n e E x i s t i n g J o i n t A n d C o n d i t i o n O f V a l v e P r i o r T o C o n s t r u c t i o n A n d I n f o r m E n g i n e e r O f F i n d i n g s . I n s t a l l 8 " x 6 " x 6 " C l a s s 3 5 0 D u c t i l e I r o n M J T e e W i t h 1 1 L F O f 6 " C l a s s 5 2 D u c t i l e I r o n W a t e r L i n e . M e c h a n i c a l l y R e s t r a i n A l l F i t t i n g s A n d J o i n t s . 7 8 , Q V W D O O     & O D V V      ' X F W L O H  , U R Q    ƒ  0 -  % H Q G  9 I n s t a l l 6 " F i r e V a u l t a n d 6 " D C D A . S e e C i t y O f T i g a r d D e t a i l 5 3 3 O n S h e e t C 6 . 3 F o r M o r e I n f o r m a t i o n . I n s t a l l 6 " W a t e r M e t e r A n d V a u l t . S e e C i t y O f T i g a r d D e t a i l 5 2 5 O n S h e e t C 6 . 3 F o r M o r e I n f o r m a t i o n . I n s t a l l 6 " D C V A A n d V a u l t . S e e C i t y O f T i g a r d D e t a i l 5 3 2 O n S h e e t C 6 . 3 F o r M o r e I n f o r m a t i o n . 1 0 1 1 1 2 1 3 G G G G G S D S D S D S D S D S D W W W W W W W W W W W W W W 201+00 7 . 6 2 ' 1 2 . 6 8 ' - 0 + 0 0 0+45 1 5 . 4 6 ' 4 . 0 0 ' 1 5 . 2 4 ' 4.46' 5.00' 1 0 . 4 5 ' 4 . 1 1 ' 1 0 . 6 3 ' 4.37' 7 . 4 % 9 . 2 % 7 . 0 % 1 . 8 % 0 . 8 % 1.7% 1.5% 1 . 7 % 1 . 5 % Extg. Grade Along Flowline189190 195189190195(189.76)189.76(190.98)190.98()0+000+44.66 5.63%1.26%3.42%6.55%Prop. Grade Along Flowline L A N D U S E # D E S I G N E D S H E E T N U M B E R S H E E T T I T L E P R O J E C T # C H E C K E D D R A W N D A T E DATE#DESCRIPTION BY File: Q:\22\Transition\Tigard Apartments\Holland Tigard\Civil\_CD\Tigard PIP\0951-CD-CURB RETURNS.dwg , Tab: C3.0Plot Stamp: 2/8/2016 4:33:06 PM - Zinzer, Matthew TIGARD APARTMENTS TIGARD, OREGON 0 2 / 0 5 / 2 0 1 6 M J Z M J Z K S R 2 1 5 0 9 5 1 0 S D R 2 0 1 5 - 0 0 0 0 4 F O R I N F O R M A T I O N O N L Y Vancouver, WA 98660 1111 Main St #500 Phone: 360.649.7888 H O L L A N D J U L Y 0 9 , 2 0 0 1 6 5 4 3 3 P E E N G I N E E R 0 S C A L E : 1 " = 5 ' 5 5 2 . 5 C U R B R E T U R N C 3 . 0 SCALE:HORIZ: 1" = 5'VERT: 1" = 2'= 135th Sta.109+46.63, 25.68' Lt.= Hawk's Beard Sta.200+ 6 2 . 8 5 , 1 6 . 0 0 ' L t . S W H a w k ' s B e a r d SW 135t h A v e 204+00 Prop. ROW 2 . 3 % 1.5% 1.4% 5 . 0 0 1 . 2 % 1.5% 2 4 . 0 0 6 . 0 0 ' 2 4 . 0 0 ' 6 . 0 0 ' 7.0% F W F W F W F W F W F W F W F W D W D W D W D W D W D W D W D W D W D W P r o p . R O W 5.00 6 . 0 0 ' 1 5 . 6 1 ' L 1 2 . 6 0 ' R 3 9 . 9 9 ' ǻ      ƒ 3 . 0 % 7 . 3 % 2 8 . 0 0 1.7% L A N D U S E # D E S I G N E D S H E E T N U M B E R S H E E T T I T L E P R O J E C T # C H E C K E D D R A W N D A T E DATE#DESCRIPTION BY File: Q:\22\Transition\Tigard Apartments\Holland Tigard\Civil\_CD\Tigard PIP\0951-CD-CURB RETURNS.dwg , Tab: C3.1Plot Stamp: 2/8/2016 1:06:07 PM - Zinzer, Matthew TIGARD APARTMENTS TIGARD, OREGON 0 2 / 0 5 / 2 0 1 6 M J Z M J Z K S R 2 1 5 0 9 5 1 0 S D R 2 0 1 5 - 0 0 0 0 4 F O R I N F O R M A T I O N O N L Y Vancouver, WA 98660 1111 Main St #500 Phone: 360.649.7888 H O L L A N D J U L Y 0 9 , 2 0 0 1 6 5 4 3 3 P E E N G I N E E R 0 S C A L E : 1 " = 5 ' 5 5 2 . 5 A P A R T M E N T C 3 . 1 S W H a w k ' s B e a r d 8" THICK CONCRETE W I T H S T E E L B A R S P E R D E T A I L S H E E T C 6 . 0 8" THICK CONCRETE WITH STEEL B A R S P E R D E T A I L S H E E T C 6 . 0 C O N S T R U C T I O N N O T E S I n s t a l l D i t c h I n l e t F o r E l e v . D e t a i l s S e e S h t . C 2 . 1 F o r D e t a i l s S e e S h t . C 6 . 1 A n d C 6 . 2 P r o p o s e d R o w L i n e E x i s t i n g R o w L i n e P r o p o s e d C o n t o u r s E x i s t i n g C o n t o u r s E x t g . / p r o p o s e d M h E x t g . / p r o p o s e d C b F l o w A r r o w D D L E G E N D 1 I n s t a l l S t o r m M a n h o l e w i t h F l o w C o n t r o l S t r u c t u r e F o r D e t a i l s S e e S h t . C 6 . 2 2 201+00 Prop. ROW P r o p . D r a i n a g e E a s e m e n t Sawcut Line P o n d B o t t o m = 1 8 5 . 0 3 . 0 : 1 H o r i z o n t a l S W H a w k ' s B e a r d S t r e e t 3 . 2 : 1 3 . 0 : 1 S a w c u t L i n e 0+00 0 + 2 5 0 + 5 0 0 + 6 7 0+000+250+43 3 . 0 : 1 3 : 1 3:127.50'Pond Bottom = 185.0 Extg. Grade D r a i n a g e E a s e m e n t Drainage Easement8.50'ROWSee Landscape Sheet C305 and Detail Sheet C6.2 For Planting and Soil Information S e e L a n d s c a p e S h e e t C 3 0 5 a n d D e t a i l S h e e t C 6 . 2 F o r P l a n t i n g a n d S o i l I n f o r m a t i o n 1 0 . 3 0 ' P o n d B o t t o m = 1 8 5 . 0 3 : 1 3 : 1 D r a i n a g e E a s e m e n t R O W D r a i n a g e E a s e m e n t 8 . 5 0 ' 8 . 0 0 ' E x t g . G r a d e L A N D U S E # D E S I G N E D S H E E T N U M B E R S H E E T T I T L E P R O J E C T # C H E C K E D D R A W N D A T E DATE#DESCRIPTION BY File: Q:\22\Transition\Tigard Apartments\Holland Tigard\Civil\_CD\Tigard PIP\0951-CD-WATERQUALITY.dwg , Tab: C4.0Plot Stamp: 2/8/2016 4:42:58 PM - Zinzer, Matthew TIGARD APARTMENTS TIGARD, OREGON 0 2 / 0 5 / 2 0 1 6 M J Z M J Z K S R 2 1 5 0 9 5 1 0 S D R 2 0 1 5 - 0 0 0 0 4 F O R I N F O R M A T I O N O N L Y Vancouver, WA 98660 1111 Main St #500 Phone: 360.649.7888 H O L L A N D J U L Y 0 9 , 2 0 0 1 6 5 4 3 3 P E E N G I N E E R 0 S C A L E : 1 " = 2 0 ' 2 0 2 0 1 0 W A T E R Q U A L I T Y P O N D C 4 . 0 1 C 4 . 0 1C4.0 2 C 4 . 0 1 C 4 . 0 Section 1 - Pond S e c t i o n 2 - P o n d L A N D U S E # D E S I G N E D S H E E T N U M B E R S H E E T T I T L E P R O J E C T # C H E C K E D D R A W N D A T E DATE#DESCRIPTION BY File: Q:\22\Transition\Tigard Apartments\Holland Tigard\Civil\_CD\Tigard PIP\0951-CD-DETAILS.dwg , Tab: C6.0Plot Stamp: 2/8/2016 12:49:59 PM - Zinzer, Matthew TIGARD APARTMENTS TIGARD, OREGON 0 2 / 0 5 / 2 0 1 6 M J Z M J Z K S R 2 1 5 0 9 5 1 0 S D R 2 0 1 5 - 0 0 0 0 4 F O R I N F O R M A T I O N O N L Y Vancouver, WA 98660 1111 Main St #500 Phone: 360.649.7888 H O L L A N D J U L Y 0 9 , 2 0 0 1 6 5 4 3 3 P E E N G I N E E R D E T A I L S C 6 . 0 FOR FURTHER INFORMATIONON DESIGN CRITERIA SEECHAPTER 4 OF CLEAN WATERSERVICES EROSION PREVENTIONAND SEDIMENT CONTROLPLANNING AND DESIGN MANUAL.30"60" 2 " M I N . 2 " M I N . L A N D U S E # D E S I G N E D S H E E T N U M B E R S H E E T T I T L E P R O J E C T # C H E C K E D D R A W N D A T E DATE#DESCRIPTION BY File: Q:\22\Transition\Tigard Apartments\Holland Tigard\Civil\_CD\Tigard PIP\0951-CD-DETAILS.dwg , Tab: C6.1Plot Stamp: 2/8/2016 12:50:01 PM - Zinzer, Matthew TIGARD APARTMENTS TIGARD, OREGON 0 2 / 0 5 / 2 0 1 6 M J Z M J Z K S R 2 1 5 0 9 5 1 0 S D R 2 0 1 5 - 0 0 0 0 4 F O R I N F O R M A T I O N O N L Y Vancouver, WA 98660 1111 Main St #500 Phone: 360.649.7888 H O L L A N D J U L Y 0 9 , 2 0 0 1 6 5 4 3 3 P E E N G I N E E R D E T A I L S C 6 . 1 L A N D U S E # D E S I G N E D S H E E T N U M B E R S H E E T T I T L E P R O J E C T # C H E C K E D D R A W N D A T E DATE#DESCRIPTION BY File: Q:\22\Transition\Tigard Apartments\Holland Tigard\Civil\_CD\Tigard PIP\0951-CD-DETAILS.dwg , Tab: C6.2Plot Stamp: 2/8/2016 12:50:06 PM - Zinzer, Matthew TIGARD APARTMENTS TIGARD, OREGON 0 2 / 0 5 / 2 0 1 6 M J Z M J Z K S R 2 1 5 0 9 5 1 0 S D R 2 0 1 5 - 0 0 0 0 4 F O R I N F O R M A T I O N O N L Y Vancouver, WA 98660 1111 Main St #500 Phone: 360.649.7888 H O L L A N D J U L Y 0 9 , 2 0 0 1 6 5 4 3 3 P E E N G I N E E R D E T A I L S C 6 . 2 L A N D U S E # D E S I G N E D S H E E T N U M B E R S H E E T T I T L E P R O J E C T # C H E C K E D D R A W N D A T E DATE#DESCRIPTION BY File: Q:\22\Transition\Tigard Apartments\Holland Tigard\Civil\_CD\Tigard PIP\0951-CD-DETAILS.dwg , Tab: C6.3Plot Stamp: 2/8/2016 12:50:03 PM - Zinzer, Matthew TIGARD APARTMENTS TIGARD, OREGON 0 2 / 0 5 / 2 0 1 6 M J Z M J Z K S R 2 1 5 0 9 5 1 0 S D R 2 0 1 5 - 0 0 0 0 4 F O R I N F O R M A T I O N O N L Y Vancouver, WA 98660 1111 Main St #500 Phone: 360.649.7888 H O L L A N D J U L Y 0 9 , 2 0 0 1 6 5 4 3 3 P E E N G I N E E R D E T A I L S C 6 . 3 F D C ' S L O C A T E D A T B U I L D I N G S E S C C O V E R L A N D U S E # D E S I G N E D S H E E T N U M B E R S H E E T T I T L E P R O J E C T # C H E C K E D D R A W N D A T E DATE#DESCRIPTION BY File: Q:\22\Transition\Tigard Apartments\Holland Tigard\Civil\_CD\1200C\0951-1200C-COVER.dwg , Tab: 1Plot Stamp: 2/8/2016 12:49:39 PM - Zinzer, Matthew TIGARD APARTMENTS TIGARD, OREGON 1 2 / 1 6 / 2 0 1 5 M J Z M J Z K S R 2 1 5 0 9 5 1 0 S D R 2 0 1 5 - 0 0 0 0 4 F O R I N F O R M A T I O N O N L Y Vancouver, WA 98660 1111 Main St #500 Phone: 360.649.7888 H O L L A N D J U L Y 0 9 , 2 0 0 1 6 5 4 3 3 P E E N G I N E E R TIGA R D A P A R T M E N T S 1 2 0 0 C P L A N N E R VICINITY MAP SITE MAP L A N D S C A P E A R C H I T E C T ARCHIT E C T PROJ E C T T E A M D O W L A T T N : R E A D S T A P L E T O N 7 2 0 S W W A S H I N G T O N S T , S U I T E 7 5 0 P O R T L A N D , O R 9 7 2 0 5 P H O N E : ( 9 7 1 ) 2 8 0 - 8 6 4 1 D O W L A T T N : P A T G A Y N O R , R L A 7 2 0 S W W A S H I N G T O N S T , S U I T E 7 5 0 P O R T L A N D , O R 9 7 2 0 5 P H O N E : ( 9 7 1 ) 2 8 0 - 8 6 4 1 LRS ARC H I T E C T S ATTN: DE A N M A S U K A W A , A I A 720 NW D A V I S S T R E E T , S U I T E 3 0 0 PORTLAN D , O R 9 7 2 2 1 PHONE: ( 5 0 3 ) 2 2 1 - 1 1 2 1 LOCATED ON LOT 63 OF THE PLAT OF"HAWK'S BEARD TOWNHOMES"LOCATED IN SECTION 33, TOWNSHIP 1 SOUTH,RANGE 1 WEST, WILLAMETTE MERIDIAN, CITYOF TIGARD, WASHINGTON COUNTY, OREGON PROPERTY DESCRIPTION TIGARDKING CITY ALOHABEAVERTONSUBJECTPROPERTY SW SCHOLLS FERRY RD.SW HAWKS BEARD ST.SW 135TH AVE.SW HUNTINGTON AVE."SUMMER CREEK APARTMENTS"PLAT OF "HAWK'S BEARD TOWNHOMES" C O N T R A C T O R H O L L A N D C O N S T R U C T I O N , I N C . A T T N : J O H N H E N D R Y 1 1 1 1 M A I N S T R E E T , S U I T E 7 0 0 V A N C O U V E R , W A 9 8 6 6 0 P H O N E : ( 3 6 0 ) 6 9 4 - 7 8 8 8 E X I S T I N G S I T E C O N D I T I O N S * S T A N D I N G G R O V E O F T R E E S D E V E L O P E D C O N D I T I O N S * 1 0 M U L T I - F A M I L Y R E S I D E N T I A L B U I L D I N G S W I T H P U B L I C S T R E E T S A N D U T I L I T I E S N A T U R E O F C O N S T R U C T I O N A C T I V I T Y A N D E S T I M A T E D T I M E T A B L E * C L E A R I N G ( J U N E 6 T H - J U L Y 3 0 T H ) * M A S S G R A D I N G ( J U N E 2 0 T H - J U L Y 5 T H ) * U T I L I T Y I N S T A L L A T I O N ( J U L Y 1 5 T H - S E P T E M B E R 3 0 T H ) * S T R E E T C O N S T R U C T I O N ( J U L Y 1 5 T H - S E P T E M B E R 3 0 T H ) * F I N A L S T A B I L I Z A T I O N ( S E P T E M B E R 1 5 T H - O C T O B E R 3 1 S T ) T O T A L S I T E A R E A = 4 5 5 , 4 1 9 S F = 1 0 . 4 5 A C R E S T O T A L D I S T U R B E D A R E A = 4 5 5 , 4 1 9 S F = 1 0 . 4 5 A C R E S S I T E S O I L C L A S S I F I C A T I O N : 1 - A L O H A S I L T L O A M 1 1 B - C O R N E L I U S A N D K I N T O N S I L T L O A M S , 2 T O 7 P E R C E N T S L O P E S 4 5 A - W O O D B U R N S I L T L O A M , 0 T O 3 P E R C E N T S L O P E S 4 5 B - W O O D B U R N S I L T L O A M , 3 T O 7 P E R C E N T S L O P E S O N - S I T E S O I L S H A V E A L O W T O M O D E R A T E E R O S I O N P O T E N T I A L . F I L L M A T E R I A L S H A L L B E G E N E R A T E D O N - S I T E F R O M G R A D I N G E X C A V A T I O N A N D U T I L I T Y T R E N C H S P O I L S A N D I M P O R T E D A S N E E D E D . R E C E I V I N G W A T E R B O D I E S : S U M M E R C R E E K P E R M I T T E E ' S S I T E I N S P E C T O R : C O M P A N Y / A G E N C Y : P H O N E : F A X : E - M A I L : D E S C R I P T I O N O F E X P E R I E N C E : 1 . O W N E R O R D E S I G N A T E D P E R S O N S H A L L B E R E S P O N S I B L E F O R P R O P E R I N S T A L L A T I O N A N D M A I N T E N A N C E O F A L L E R O S I O N A N D S E D I M E N T C O N T R O L M E A S U R E S , I N A C C O R D A N C E W I T H L O C A L , S T A T E , A N D F E D E R A L R E G U L A T I O N S . 2 . P R I O R T O A N Y L A N D D I S T U R B I N G A C T I V I T I E S , T H E B O U N D A R I E S O F T H E C L E A R I N G L I M I T S , V E G E T A T E D B U F F E R S , A N D A N Y S E N S I T I V E A R E A S S H O W N O N T H I S P L A N S H A L L B E C L E A R L Y D E L I N E A T E D I N T H E F I E L D . D U R I N G T H E C O N S T R U C T I O N P E R I O D , N O D I S T U R B A N C E I S P E R M I T T E D B E Y O N D T H E C L E A R I N G L I M I T S . T H E O W N E R / P E R M I T T E E M U S T M A I N T A I N T H E D E L I N E A T I O N F O R T H E D U R A T I O N O F T H E P R O J E C T . N O T E : V E G E T A T E D C O R R I D O R S T O B E D E L I N E A T E D W I T H O R A N G E C O N S T R U C T I O N F E N C E O R A P P R O V E D E Q U A L . 3 . P R I O R T O A N Y L A N D D I S T U R B I N G A C T I V I T I E S , T H E B M P ' s T H A T M U S T B E I N S T A L L E D A R E A G R A V E L C O N S T R U C T I O N E N T R A N C E , P E R I M E T E R S E D I M E N T C O N T R O L , A N D I N L E T P R O T E C T I O N . T H E S E B M P ' s M U S T B E M A I N T A I N E D F O R T H E D U R A T I O N O F T H E P R O J E C T . 4 . I F V E G E T A T I V E S E E D M I X E S A R E S P E C I F I E D , S E E D I N G M U S T T A K E P L A C E N O L A T E R T H A T S E P T E M B E R 1 ; T H E T Y P E A N D P E R C E N T A G E S O F S E E D I N T H E M I X M U S T B E I D E N T I F I E D O N T H E P L A N S . 5 . A L L P U M P I N G O F S E D I M E N T L A D E N W A T E R S H A L L B E D I S C H A R G E D O V E R A N U N D I S T U R B E D , P R E F E R A B L Y V E G E T A T E D A R E A , A N D T H R O U G H A S E D I M E N T C O N T R O L B M P i . e . ( F I L T E R B A G ) . 6 . T H E E S C P L A N M U S T B E K E P T O N S I T E . A L L M E A S U R E S S H O W N O N T H E P L A N M U S T B E I N S T A L L E D P R O P E R L Y T O E N S U R E T H A T S E D I M E N T O R S E D I M E N T L A D E N W A T E R D O E S N O T E N T E R A S U R F A C E W A T E R S Y S T E M , R O A D W A Y , O R O T H E R P R O P E R T I E S . 7 . T H E E S C M E A S U R E S S H O W N O N T H I S P L A N A R E M I N I M U M R E Q U I R E M E N T S F O R A N T I C I P A T E D S I T E C O N D I T I O N S . D U R I N G T H E C O N S T R U C T I O N P E R I O D , T H E S E M E A S U R E S S H A L L B E U P G R A D E D A S N E E D E D T O C O M P L Y W I T H A L L A P P L I C A B L E L O C A L , S T A T E , A N D F E D E R A L E R O S I O N C O N T R O L R E G U L A T I O N S . C H A N G E S T O T H E A P P R O V E D E S C P L A N M U S T B E S U B M I T T E D I N T H E F O R M O F A N A C T I O N P L A N T O D E Q P E R T H E 1 2 0 0 C P E R M I T . 8 . I N A R E A S S U B J E C T T O W I N D E R O S I O N , A P P R O P R I A T E B M P ' s M U S T B E U S E D W H I C H M A Y I N C L U D E T H E A P P L I C A T I O N O F F I N E W A T E R S P R A Y I N G , P L A S T I C S H E E T I N G , M U L C H I N G , O R O T H E R A P P R O V E D M E A S U R E S . 9 . A L L E X P O S E D S O I L S M U S T B E C O V E R E D D U R I N G T H E W E T W E A T H E R P E R I O D . A C O M P R E H E N S I V E L I S T O F A V A I L A B L E B E S T M A N A G E M E N T P R A C T I C E S ( B M P ) O P T I O N S B A S E D O N D E Q ' s G U I D A N C E M A N U A L H A S B E E N R E V I E W E D T O C O M P L E T E T H I S E R O S I O N A N D S E D I M E N T C O N T R O L P L A N . S O M E O F T H E A B O V E L I S T E D B M P ' s W E R E N O T C H O S E N B E C A U S E T H E Y W E R E D E T E R M I N E D T O N O T E F F E C T I V E L Y M A N A G E E R O S I O N P R E V E N T I O N A N D S E D I M E N T C O N T R O L F O R T H I S P R O J E C T B A S E D O N S P E C I F I C S I T E C O N D I T I O N S , I N C L U D I N G S O I L C O N D I T I O N S T O P O G R A P H I C C O N S T R A I N T S , A C C E S S I B I L I T Y T O T H E S I T E , A N D O T H E R R E L A T E D C O N D I T I O N S , A S T H E P R O J E C T P R O G R E S S E S A N D T H E R E I S A N E E D T O R E V I S E T H E E S C P L A N , A N A C T I O N P L A N W I L L B E S U B M I T T E D . I N I T I A L T H E P E R M I T T E E I S R E Q U I R E D T O M E E T A L L T H E C O N D I T I O N S O F T H E 1 2 0 0 C P E R M I T . T H I S E S C P A N D G E N E R A L C O N D I T I O N S H A V E B E E N D E V E L O P E D T O F A C I L I T A T E C O M P L I A N C E W I T H T H E 1 2 0 0 C P E R M I T R E Q U I R E M E N T S . I N C A S E S O F D I S C R E P A N C I E S O R O M I S S I O N S , T H E 1 2 0 0 C P E R M I T R E Q U I R E M E N T S S U P E R C E D E R E Q U I R E M E N T S O F T H I S P L A N . B M P M A T R I X F O R C O N S T R U C T I O N P H A S E S R E F E R T O D E Q G U I D A N C E M A N U A L F O R A C O M P R E H E N S I V E L I S T O F A V A I L A B L E B M P ' S . SITE CON D I T I O N M I N I M U M F R E Q U E N C Y CIVIL E N G I N E E R S U R V E Y O R DEVEL O P E R C A R D N O A T T N : E R I C L Y N C H , P L S 5 4 1 5 S W W E S T G A T E D R I V E , S U I T E 1 0 0 P O R T L A N D , O R 9 7 2 2 1 P H O N E : ( 5 0 3 ) 4 1 9 - 2 5 0 0 F A X : ( 5 0 3 ) 4 1 9 - 2 5 2 9 KELLER H O L L A N D T I G A R D I N V E S T O R S , L L C ATTN: BR E N N E R D A N I E L S 1111 MAI N S T R E E T , S U I T E 7 0 0 VANCOU V E R , W A 9 8 6 6 0 PHONE: ( 3 6 0 ) 6 9 4 - 7 8 8 8 DOWLATTN: KE V I N R U S S E L L , P E 720 SW W A S H I N G T O N S T , S U I T E 7 5 0 PORTLAN D , O R 9 7 2 0 5 PHONE: ( 9 7 1 ) 2 8 0 - 8 6 4 1 COVER SHEET E S C - 0 1 LOCATED AT THE INTERSECTION OF 135THAVENUE AND SW SCHOLLS FERRY ROAD,WASHINGTON COUNTY, OREGONLATITUDE = 45.4413 N, LONGITUDE = 122.8137 W PROPERTY LOCATION 1 2 0 0 - C P E R M I T N A R R A T I V E D E S C R I P T I O N S L O C A L A G E N C Y - S P E C I F I C E R O S I O N C O N T R O L N O T E S : R A T I O N A L E S T A T E M E N T S H E E T I N D E X E R O S I O N A N D S E D I M E N T C O N T R O L P L A N S G R A D I N G , S T R E E T A N D U T I L I T Y C O N S T R U C T I O N E S C P L A N E R O S I O N A N D S E D I M E N T C O N T R O L D E T A I L S E S C - 0 4 E S C - 0 3 C L E A R I N G A N D D E M O L I T I O N E S C P L A N E R O S I O N A N D S E D I M E N T C O N T R O L C O V E R S H E E T E S C - 0 1 E S C - 0 2 INSPECTION FREQ U E N C Y : OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSERULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULESFROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACTTHE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING ANEXCAVATION. CALL 503-246-6699.ATTENTION EXCAVATORS:1. ACTIVE PERIOD2. PRIOR TO THE SITE B E C O M I N G I N A C T I V E O R IN ANTICIPATION OF S I T E I N A C C E S S I B I L I T Y . O N C E T O E N S U R E T H A T E R O S I O N A N D S E D I M E N T C O N T R O L M E A S U R E S A R E I N W O R K I N G O R D E R . A N Y N E C E S S A R Y M A I N T E N A N C E A N D R E P A I R M U S T B E M A D E P R I O R T O L E A V I N G T H E S I T E . 3.INACTIVE PERIODS G R E A T E R T H A N F O U R T E E N ( 1 4 ) C O N S E C U T I V E C A L E N D A R DAYS.4.PERIODS DURING W H I C H T H E S I T E I S INACCESSIBLE DUE T O I N C L E M E N T W E A T H E R . I F P R A C T I C A L , I N S P E C T I O N S M U S T O C C U R D A I L Y A T A R E L E V A N T A N D A C C E S S I B L E D I S C H A R G E P O I N T O R D O W N S T R E A M L O C A T I O N . D A I L Y W H E N S T O R M W A T E R R U N O F F , I N C L U D I N G R U N O F F F R O M S N O W M E L T , I S O C C U R R I N G . A T L E A S T O N C E E V E R Y F O U R T E E N ( 1 4 ) C A L E N D A R D A Y S R E G A R D L E S S O F W H E T H E R S T O R M W A T E R R U N O F F I S O C C U R R I N G . * HOLD A PRE-CONSTRUCTION M E E T I N G O F P R O J E C T C O N S T R U C T I O N P E R S O N N E L T H A T I N C L U D E S T H E I N S P E C T O R T O DISCUSS EROSION AND S E D I M E N T C O N T R O L M E A S U R E S A N D C O N S T R U C T I O N L I M I T S . ( S c h e d u l e A . 8 . c . i . ( 3 ) ) * ALL INSPECTIONS MUST BE M A D E I N A C C O R D A N C E W I T H D E Q 1 2 0 0 - C P E R M I T R E Q U I R E M E N T S . * INSPECTION LOGS MUST BE K E P T I N A C C O R D A N C E W I T H D E Q ' S 1 2 0 0 - C P E R M I T R E Q U I R E M E N T S . *RETAIN A COPY OF THE E S C P A N D A L L R E V I S I O N S O N S I T E A N D M A K E I T A V A I L A B L E O N R E Q U E S T T O D E Q , A G E N T , O R THE LOCAL MUNICIPALIT Y . D U R I N G I N A C T I V E P E R I O D S O F G R E A T E R T H A N S E V E N ( 7 ) C O N S E C U T I V E C A L E N D A R D A Y S , RETAIN THE ESCP AT TH E C O N S T R U C T I O N S I T E O R A T A N O T H E R L O C A T I O N . ( S c h e d u l e B . 2 . a ) 5.PERIODS DURING W H I C H D I S C H A R G E I S UNLIKELY DUE TO FR O Z E N C O N D I T I O N S . M O N T H L Y . R E S U M E M O N I T O R I N G I M M E D I A T E L Y U P O N M E L T , O R W H E N W E A T H E R C O N D I T I O N S M A K E D I S C H A R G E S L I K E L Y . O D O T E R O S I O N C O N T R O L I N S P E C T O R C E R T I F I C A T I O N # 4 8 9 6 5 C O N T R O L P L A N D R A W I N G N O T E S : S T A N D A R D E R O S I O N A N D S E D I M E N T 1 . A l l p e r m i t r e g i s t r a n t s m u s t i m p l e m e n t t h e E S C P . F a i l u r e t o i m p l e m e n t a n y o f t h e c o n t r o l m e a s u r e s o r p r a c t i c e s d e s c r i b e d i n t h e E S C P i s a v i o l a t i o n o f t h e p e r m i t . ( S c h e d u l e A 8 . a ) 2 . T h e E S C P m e a s u r e s s h o w n o n t h i s p l a n a r e m i n i m u m r e q u i r e m e n t s f o r a n t i c i p a t e d s i t e c o n d i t i o n s . D u r i n g t h e c o n s t r u c t i o n p e r i o d , u p g r a d e t h e s e m e a s u r e s a s n e e d e d t o c o m p l y w i t h a l l a p p l i c a b l e l o c a l , s t a t e , a n d f e d e r a l e r o s i o n a n d s e d i m e n t c o n t r o l r e g u l a t i o n s . ( S c h e d u l e A . 8 . c . i i . ( 1 ) ( c ) ) 3 . S u b m i s s i o n o f a l l E S C P r e v i s i o n s i s n o t r e q u i r e d . S u b m i t t a l o f t h e E S C P r e v i s i o n s i s o n l y u n d e r s p e c i f i c c o n d i t i o n s . S u b m i t a l l n e c e s s a r y r e v i s i o n t o D E Q o r A g e n t . ( S c h e d u l e A . 1 2 . c . i v ) 4 . P h a s e c l e a r i n g a n d g r a d i n g t o t h e m a x i m u m e x t e n t p r a c t i c a l t o p r e v e n t e x p o s e d i n a c t i v e a r e a s f r o m b e c o m i n g a s o u r c e o f e r o s i o n . ( S c h e d u l e A 8 . c . i i . ( 1 ) ( d ) ) 5 . I d e n t i f y , m a r k , a n d p r o t e c t ( b y f e n c i n g o f f o r o t h e r m e a n s ) c r i t i c a l r i p a r i a n a r e a s a n d v e g e t a t i o n i n c l u d i n g i m p o r t a n t t r e e s a n d a s s o c i a t e d r o o t i n g z o n e s , a n d v e g e t a t i o n a r e a s t o b e p r e s e r v e d . I d e n t i f y v e g e t a t i v e b u f f e r z o n e s b e t w e e n t h e s i t e a n d s e n s i t i v e a r e a s ( e . g . , w e t l a n d s ) , a n d o t h e r a r e a s t o b e p r e s e r v e d , e s p e c i a l l y i n p e r i m e t e r a r e a s . ( S c h e d u l e A . 8 . c . i . ( 1 ) & ( 2 ) ) 6 . P r e s e r v e e x i s t i n g v e g e t a t i o n w h e n p r a c t i c a l a n d r e - v e g e t a t e o p e n a r e a s . R e - v e g e t a t e o p e n a r e a s w h e n p r a c t i c a b l e b e f o r e a n d a f t e r g r a d i n g o r c o n s t r u c t i o n . I d e n t i f y t h e t y p e o f v e g e t a t i v e s e e d m i x u s e d . ( S c h e d u l e A . 7 . a . v . ( 1 ) a n d A . 7 . a . v . ( 3 ) ) 7 . E r o s i o n a n d s e d i m e n t c o n t r o l m e a s u r e s i n c l u d i n g p e r i m e t e r s e d i m e n t c o n t r o l m u s t b e i n p l a c e b e f o r e v e g e t a t i o n i s d i s t u r b e d a n d m u s t r e m a i n i n p l a c e a n d b e m a i n t a i n e d , r e p a i r e d , a n d p r o m p t l y i m p l e m e n t e d f o l l o w i n g p r o c e d u r e s e s t a b l i s h e d f o r t h e d u r a t i o n o f c o n s t r u c t i o n , i n c l u d i n g p r o t e c t i o n f o r a c t i v e s t o r m d r a i n i n l e t s a n d c a t c h b a s i n s a n d a p p r o p r i a t e n o n - s t o r m w a t e r p o l l u t i o n c o n t r o l s . ( S c h e d u l e A . 7 . d . i a n d A . 8 . c ) 8 . E s t a b l i s h c o n c r e t e t r u c k a n d o t h e r c o n c r e t e e q u i p m e n t w a s h o u t a r e a s b e f o r e b e g i n n i n g c o n c r e t e w o r k . D i r e c t a l l w a s h w a t e r i n t o a p i t o r l e a k - p r o o f c o n t a i n e r . H a n d l e w a s h w a t e r a s w a s t e , c o n c r e t e d i s c h a r g e t o w a t e r s o f t h e s t a t e i s p r o h i b i t e d . ( S c h e d u l e A . 8 . c . i . ( 6 ) a n d A . 8 . c . i i . ( 2 ) ) 9 . A p p l y t e m p o r a r y a n d / o r p e r m a n e n t s o i l s t a b i l i z a t i o n m e a s u r e s i m m e d i a t e l y o n a l l d i s t u r b e d a r e a s a s g r a d i n g p r o g r e s s e s a n d f o r a l l r o a d w a y s i n c l u d i n g g r a v e l r o a d w a y s . ( S c h e d u l e A . 8 . c . i i . ( 3 ) ) 1 0 . E s t a b l i s h m a t e r i a l a n d w a s t e s t o r a g e a r e a s , a n d o t h e r n o n - s t o r m w a t e r c o n t r o l s . ( S c h e d u l e A . 8 . c . i . ( 7 ) ) 1 1 . P r e v e n t t r a c k i n g o f s e d i m e n t o n t o p u b l i c o r p r i v a t e r o a d s u s i n g B M P s s u c h a s : g r a v e l e d ( o r p a v e d ) e x i t s a n d p a r k i n g a r e a s , g r a v e l a l l u n p a v e d r o a d s l o c a t e d o n s i t e , o r u s e a n e x i t t i r e w a s h . T h e s e B M P s m u s t b e i n p l a c e p r i o r t o l a n d - d i s t u r b i n g a c t i v i t i e s . ( S c h e d u l e A 7 . d . i i . a n d A . 8 . c . i ( 4 ) ) 1 2 . W h e n t r u c k i n g s a t u r a t e d s o i l s f r o m t h e s i t e , e i t h e r u s e w a t e r - t i g h t t r u c k s o r d r a i n l o a d s o n s i t e . ( S c h e d u l e A . 7 . d . i i . ( 5 ) ) 1 3 . U s e B M P s t o p r e v e n t o r m i n i m i z e s t o r m w a t e r e x p o s u r e t o p o l l u t a n t s f r o m s p i l l s ; v e h i c l e a n d e q u i p m e n t f u e l i n g , m a i n t e n a n c e , a n d s t o r a g e ; o t h e r c l e a n i n g a n d m a i n t e n a n c e a c t i v i t i e s ; a n d w a s t e h a n d l i n g a c t i v i t i e s . T h e s e p o l l u t a n t s i n c l u d e f u e l , h y d r a u l i c f l u i d , a n d o t h e r o i l s f r o m v e h i c l e s a n d m a c h i n e r y , a s w e l l a s d e b r i s , l e f t o v e r p a i n t s , s o l v e n t s , a n d g l u e s f r o m c o n s t r u c t i o n o p e r a t i o n s . ( S c h e d u l e A . 7 . e . i . ( 2 ) ) 1 4 . I m p l e m e n t t h e f o l l o w i n g B M P s w h e n a p p l i c a b l e : w r i t t e n s p i l l p r e v e n t i o n a n d r e s p o n s e p r o c e d u r e s , e m p l o y e e t r a i n i n g o n s p i l l p r e v e n t i o n a n d p r o p e r d i s p o s a l p r o c e d u r e s , s p i l l k i t s i n a l l v e h i c l e s , r e g u l a r m a i n t e n a n c e s c h e d u l e f o r v e h i c l e s a n d m a c h i n e r y , m a t e r i a l d e l i v e r y a n d s t o r a g e c o n t r o l s , t r a i n i n g a n d s i g n a g e , a n d c o v e r e d s t o r a g e a r e a s f o r w a s t e a n d s u p p l i e s . ( S c h A 7 . e . i i i . ) 1 5 . U s e w a t e r , s o i l - b i n d i n g a g e n t o r o t h e r d u s t c o n t r o l t e c h n i q u e a s n e e d e d t o a v o i d w i n d - b l o w n s o i l . ( S c h e d u l e A 7 . a . i v ) 1 6 . T h e a p p l i c a t i o n r a t e o f f e r t i l i z e r s u s e d t o r e e s t a b l i s h v e g e t a t i o n m u s t f o l l o w m a n u f a c t u r e r ' s r e c o m m e n d a t i o n s t o m i n i m i z e n u t r i e n t r e l e a s e s t o s u r f a c e w a t e r s . E x e r c i s e c a u t i o n w h e n u s i n g t i m e - r e l e a s e f e r t i l i z e r s w i t h i n a n y w a t e r w a y r i p a r i a n z o n e . ( S c h e d u l e A . 9 . b . i i i ) 1 7 . I f a s t o r m w a t e r t r e a t m e n t s y s t e m ( f o r e x a m p l e , e l e c t r o - c o a g u l a t i o n , f l o c c u l a t i o n , f i l t r a t i o n , e t c . ) f o r s e d i m e n t o r o t h e r p o l l u t a n t r e m o v a l i s e m p l o y e d , s u b m i t a n o p e r a t i o n a n d m a i n t e n a n c e p l a n ( i n c l u d i n g s y s t e m s c h e m a t i c , l o c a t i o n o f s y s t e m , l o c a t i o n o f i n l e t , l o c a t i o n o f d i s c h a r g e , d i s c h a r g e d i s p e r s i o n d e v i c e d e s i g n , a n d a s a m p l i n g p l a n a n d f r e q u e n c y ) b e f o r e o p e r a t i n g t h e t r e a t m e n t s y s t e m . O b t a i n p l a n a p p r o v a l b e f o r e o p e r a t i n g t h e t r e a t m e n t s y s t e m . O p e r a t e a n d m a i n t a i n t h e t r e a t m e n t s y s t e m a c c o r d i n g t o m a n u f a c t u r e r ' s s p e c i f i c a t i o n s . ( S c h e d u l e A . 9 . d ) 1 8 . T e m p o r a r i l y s t a b i l i z e s o i l s a t t h e e n d o f t h e s h i f t b e f o r e h o l i d a y s a n d w e e k e n d s , i f n e e d e d . T h e r e g i s t r a n t i s r e s p o n s i b l e f o r e n s u r i n g t h a t s o i l s a r e s t a b l e d u r i n g r a i n e v e n t s a t a l l t i m e s o f t h e y e a r . ( S c h e d u l e A 7 . a . i i ) 1 9 . A t t h e e n d o f e a c h w o r k d a y s o i l s t o c k p i l e s m u s t b e s t a b i l i z e d o r c o v e r e d , o r o t h e r B M P s m u s t b e i m p l e m e n t e d t o p r e v e n t d i s c h a r g e s t o s u r f a c e w a t e r s o r c o n v e y a n c e s y s t e m s l e a d i n g t o s u r f a c e w a t e r s . ( S c h e d u l e A 7 . e . i i . ( 2 ) ) 2 0 . C o n s t r u c t i o n a c t i v i t i e s m u s t a v o i d o r m i n i m i z e e x c a v a t i o n a n d c r e a t i o n o f b a r e g r o u n d d u r i n g w e t w e a t h e r . ( S c h e d u l e A . 7 . a . i ) 2 1 . S e d i m e n t f e n c e : r e m o v e t r a p p e d s e d i m e n t b e f o r e i t r e a c h e s o n e t h i r d o f t h e a b o v e g r o u n d f e n c e h e i g h t a n d b e f o r e f e n c e r e m o v a l . ( S c h e d u l e A . 9 . c . i ) 2 2 . O t h e r s e d i m e n t b a r r i e r s ( s u c h a s b i o b a g s ) : r e m o v e s e d i m e n t b e f o r e i t r e a c h e s t w o i n c h e s d e p t h a b o v e g r o u n d h e i g h t . a n d b e f o r e B M P r e m o v a l . ( S c h e d u l e A . 9 . c . i i ) 2 3 . C a t c h b a s i n s : c l e a n b e f o r e r e t e n t i o n c a p a c i t y h a s b e e n r e d u c e d b y f i f t y p e r c e n t . S e d i m e n t b a s i n s a n d s e d i m e n t t r a p s : r e m o v e t r a p p e d s e d i m e n t s b e f o r e d e s i g n c a p a c i t y h a s b e e n r e d u c e d b y f i f t y p e r c e n t a n d a t c o m p l e t i o n o f p r o j e c t . ( S c h e d u l e A . 9 . c . i i i & i v ) 2 4 . W i t h i n 2 4 h o u r s , s i g n i f i c a n t s e d i m e n t t h a t h a s l e f t t h e c o n s t r u c t i o n s i t e , m u s t b e r e m e d i a t e d . I n v e s t i g a t e t h e c a u s e o f t h e s e d i m e n t r e l e a s e a n d i m p l e m e n t s t e p s t o p r e v e n t a r e c u r r e n c e o f t h e d i s c h a r g e w i t h i n t h e s a m e 2 4 h o u r s . A n y i n - s t r e a m c l e a n u p o f s e d i m e n t s h a l l b e p e r f o r m e d a c c o r d i n g t o t h e O r e g o n D i v i s i o n o f S t a t e L a n d s r e q u i r e d t i m e f r a m e . ( S c h e d u l e A . 9 . b . i ) 2 5 . T h e i n t e n t i o n a l w a s h i n g o f s e d i m e n t i n t o s t o r m s e w e r s o r d r a i n a g e w a y s m u s t n o t o c c u r . V a c u u m i n g o r d r y s w e e p i n g a n d m a t e r i a l p i c k u p m u s t b e u s e d t o c l e a n u p r e l e a s e d s e d i m e n t s . ( S c h e d u l e A . 9 . b . i i ) 2 6 . T h e e n t i r e s i t e m u s t b e t e m p o r a r i l y s t a b i l i z e d u s i n g v e g e t a t i o n o r a h e a v y m u l c h l a y e r , t e m p o r a r y s e e d i n g , o r o t h e r m e t h o d s h o u l d a l l c o n s t r u c t i o n a c t i v i t i e s c e a s e f o r 3 0 d a y s o r m o r e . ( S c h e d u l e A . 7 . f . i ) 2 7 . P r o v i d e t e m p o r a r y s t a b i l i z a t i o n f o r t h a t p o r t i o n o f t h e s i t e w h e r e c o n s t r u c t i o n a c t i v i t i e s c e a s e f o r 1 4 d a y s o r m o r e w i t h a c o v e r i n g o f b l o w n s t r a w a n d a t a c k i f i e r , l o o s e s t r a w , o r a n a d e q u a t e c o v e r i n g o f c o m p o s t m u l c h u n t i l w o r k r e s u m e s o n t h a t p o r t i o n o f t h e s i t e . ( S c h e d u l e A . 7 . f . i i ) 2 8 . P r o v i d e p e r m a n e n t e r o s i o n c o n t r o l m e a s u r e s o n a l l e x p o s e d a r e a s . D o n o t r e m o v e t e m p o r a r y s e d i m e n t c o n t r o l p r a c t i c e s u n t i l p e r m a n e n t v e g e t a t i o n o r o t h e r c o v e r o f e x p o s e d a r e a s i s e s t a b l i s h e d . H o w e v e r , d o r e m o v e a l l t e m p o r a r y e r o s i o n c o n t r o l m e a s u r e s a s e x p o s e d a r e a s b e c o m e s t a b i l i z e d , u n l e s s d o i n g s o c o n f l i c t s w i t h l o c a l r e q u i r e m e n t s . P r o p e r l y d i s p o s e o f c o n s t r u c t i o n m a t e r i a l s a n d w a s t e , i n c l u d i n g s e d i m e n t r e t a i n e d b y t e m p o r a r y B M P s . ( S c h e d u l e A . 7 . a . v ( 2 ) a n d A . 8 . c . i i i ) 2 9 . I f w a t e r o f t h e s t a t e i s w i t h i n t h e p r o j e c t s i t e o r w i t h i n 5 0 f e e t o f t h e p r o j e c t b o u n d a r y , m a i n t a i n t h e e x i s t i n g n a t u r a l b u f f e r w i t h i n t h e 5 0 - f o o t z o n e f o r t h e d u r a t i o n o f t h e p e r m i t c o v e r a g e , o r m a i n t a i n l e s s t h a n t h e e n t i r e e x i s t i n g n a t u r a l b u f f e r a n d p r o v i d e a d d i t i o n a l e r o s i o n a n d s e d i m e n t c o n t r o l B M P s . ( S c h e d u l e A . 7 . b . i ) - D R A I N A G E F L O W D I R E C T I O N - E X I S T I N G C O N C R E T E S U R F A C E - P R O P O S E D I N L E T P R O T E C T I O N - L I M I T S O F D I S T U R B A N C E - P R O P O S E D S T R A W W A D D L E S - P R O P O S E D P A R K I N G A R E A - B O U N D A R Y L I N E - E X I S T I N G C U R B L I N E - E X I S T I N G M A J O R C O N T O U R - E X I S T I N G M I N O R C O N T O U R 1 0 1 1 0 0 - P R O P O S E D C O N S T R U C T I O N E N T R A N C E - P R O P O S E D S T A G I N G / S T O C K P I L E A R E A - P R O P O S E D T R E E P R O T E C T I O N F E N C I N G - P R O P O S E D H A U L R O A D - E X I S T I N G T R E E T O B E R E M O V E D 1 1 6 6 1 PROPOSED HAUL ROAD SD 3 7 . 3 5 ' ( 3 7 . 2 7 ' P ) E S D C G G SD 0 . 0 9 ' S B E S T F I T L I N E T H R U F O U N D M O N S H E L D N / S 0 . 1 6 ' E H E L D N / S 0 . 0 8 ' W H E L D 0 . 0 7 ' N H E L D E / W 0 . 0 7 ' N 1036+00 1037+00 1038+00 1039+00 1 0 4 0 + 0 0 1 0 4 1 + 0 0 1 0 4 2 + 0 0 1 0 4 3 + 0 0 1 0 4 4 + 0 0 1 0 4 5 + 0 0 1 0 4 6 + 0 0 1 0 4 7 + 0 0 SC: 1037+02.72 CS: 1038+72.36 S T : 1 0 4 0 + 7 2 . 3 6 T S : 1 0 4 5 + 0 3 . 1 9 H E L D H E L D W / E 0 . 0 5 ' N T R . " G " L O T 3 7 L O T 3 8 L O T 3 9 L O T 3 6 DD D S S T T T 39.95' (40.00' P) 59.94' (60.00' P) 29.93' (30.00' P)2 9 . 9 4 ' ( 3 0 . 0 0 ' P ) 70.16' (70.00' P) 3 5 . 0 2 ' ( 3 5 . 0 0 ' P ) 3 0 . 0 2 ' ( 3 0 . 0 0 ' P ) 2 9 . 9 4 ' ( 3 0 . 0 0 ' P ) 3 5 . 0 4 ' ( 3 5 . 0 0 ' P ) 39.95' (40.00' P) 3 0 . 1 0 ' ( 3 0 . 1 0 ' P ) 6 0 . 8 9 ' ( 6 1 . 0 0 ' P ) (34.00' P) 4 7 . 9 7 ' ( 4 8 . 0 0 ' P ) ( C L D A T A P E R S N 2 5 4 5 3 ) WWWWWW W W W W W W W W OHWOHWOHWOHWOHWOHWOHW O H W O H W O H W O H W O H W O H W O H W O H W O H W O H W O H W O H W W W W W W W W W SDSDSD S D S D SD SDSD SD SD SD S D S D S D S D S D S D S D S D S D S D S S S S S S S S L O T 6 2 L O T 6 1 L O T 6 0 L O T 5 9 L O T 5 8 L O T 5 7 L O T 5 6 L O T 5 5 L O T 5 4 L O T 5 3 L O T 5 2 L O T 5 1 ( C I T Y ) 33.93' L O T 5 0 D S D G SS W W W 20.92' (21.00' P) 20.08' (21.00' P) SD SD SD 58.00' (58.00' P) U EE E E D D S D S D S D S DT D D X OHW OHW OHW OHWOHWOHWWDSSSS SS SS SS SS S S S S S S S S S S S S SD SD S GVGGGGGG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G FO FO FOEEEEEEE E E E E E E FOFOF O F O F O F O F O F O F O E E E E E E E E E E EE S S T Y P . EXISTING CONDITIONSC L E A R I N G / D E M O E S C E S C - 0 2 L E G E N D : L A N D U S E # D E S I G N E D S H E E T N U M B E R S H E E T T I T L E P R O J E C T # C H E C K E D D R A W N D A T E DATE#DESCRIPTION BY File: Q:\22\Transition\Tigard Apartments\Holland Tigard\Civil\_CD\1200C\0951-1200C-EXIST.dwg , Tab: 2Plot Stamp: 2/8/2016 4:41:55 PM - Zinzer, Matthew TIGARD APARTMENTS TIGARD, OREGON 1 2 / 1 6 / 2 0 1 5 M J Z M J Z K S R 2 1 5 0 9 5 1 0 S D R 2 0 1 5 - 0 0 0 0 4 F O R I N F O R M A T I O N O N L Y Vancouver, WA 98660 1111 Main St #500 Phone: 360.649.7888 H O L L A N D J U L Y 0 9 , 2 0 0 1 6 5 4 3 3 P E E N G I N E E R 1234 5 EROSION CONTROL NOTE S 6 PRE-CONSTRUCTION, CLEARING,AND DEMOLITION NOTES:1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENTCONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE INPLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIORTO COMMENCEMENT OF CONSTRUCTION ACTIVITIES.2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE,BERMS CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLEMATERIAL, STRAW WATTLES, OR OTHER APPROVED MATERIALS.3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES,WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLYDELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINKFENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THEAREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THECONSTRUCTION BARRIER.4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNINGOF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THEPROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO,STREET SWEEPING, AND VACUUMING, MAY BE REQUIRED TO INSURETHAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THEPROJECT.5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE ANDFUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTIONACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE:SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, SURFACEROUGHENING, AND BANK STABILIZATION. T H E S E E R O S I O N A N D S E D I M E N T C O N T R O L P L A N S A S S U M E " D R Y W E A T H E R " C O N S T R U C T I O N . " W E T W E A T H E R " C O N S T R U C T I O N M E A S U R E S N E E D T O B E A P P L I E D B E T W E E N O C T O B E R 1 S T A N D M A Y 3 1 S T . 6 7 SD S D C SD DD D ( C L D A T A P E R S N 2 5 4 5 3 ) SDSDSD S D S D SD SDSD SD SD SD S D S D S D S D S D S D S D S D S D S D D D SD SD SD 1 6 9 4 1 9 0 . 0 7 M B V V D D D D D D D D X 1 7 3 3 1 8 9 . 0 9 S T M SD SD XXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X 1 1 PROPOSED HAUL ROAD - B O U N D A R Y L I N E - P R O P O S E D B U I L D I N G - E X I S T I N G C O N C R E T E S U R F A C E - E X I S T I N G C U R B L I N E - P R O P O S E D C O N C R E T E C U R B - P R O P O S E D S T R I P I N G - P R O P O S E D C O N C R E T E S U R F A C E - P R O P O S E D D I R E C T I O N A L P A V E M E N T M A R K I N G S - P R O P O S E D S I G N - P R O P O S E D L A N D S C A P E S U R F A C E - E X I S T I N G M A J O R C O N T O U R - E X I S T I N G M I N O R C O N T O U R 1 0 1 1 0 0 - P R O P O S E D M A J O R C O N T O U R - P R O P O S E D M I N O R C O N T O U R 1 0 1 1 0 0 - P R O P O S E D S A W C U T L I N E - P R O P O S E D S E D I M E N T F E N C E X - P R O P O S E D I N L E T P R O T E C T I O N - P R O P O S E D B O T T O M S U R F A C E O F W A T E R D E T E N T I O N F A C I L I T Y - P R O P O S E D R E T A I N I N G W A L L - L I M I T S O F D I S T U R B A N C E - P R O P O S E D S T R A W W A D D L E S - P R O P O S E D S T A G I N G / S T O C K P I L E A R E A - P R O P O S E D P A R K I N G A R E A - P R O P O S E D C O N S T R U C T I O N E N T R A N C E - P R O P O S E D H A U L R O A D G R A D I N G / U T I L I T Y E S C L A N D U S E # D E S I G N E D S H E E T N U M B E R S H E E T T I T L E P R O J E C T # C H E C K E D D R A W N D A T E DATE#DESCRIPTION BY File: Q:\22\Transition\Tigard Apartments\Holland Tigard\Civil\_CD\1200C\0951-1200C-SITE.dwg , Tab: 3Plot Stamp: 2/8/2016 12:57:23 PM - Zinzer, Matthew TIGARD APARTMENTS TIGARD, OREGON 1 2 / 1 6 / 2 0 1 5 M J Z M J Z K S R 2 1 5 0 9 5 1 0 S D R 2 0 1 5 - 0 0 0 0 4 F O R I N F O R M A T I O N O N L Y Vancouver, WA 98660 1111 Main St #500 Phone: 360.649.7888 H O L L A N D J U L Y 0 9 , 2 0 0 1 6 5 4 3 3 P E E N G I N E E R 0 S C A L E : 1 " = 4 0 ' 4 0 4 0 2 0 L E G E N D : E S C - 0 3 * T H E S E E R O S I O N A N D S E D I M E N T C O N T R O L P L A N S A S S U M E " D R Y W E A T H E R " C O N S T R U C T I O N . " W E T W E A T H E R " C O N S T R U C T I O N M E A S U R E S N E E D T O B E A P P L I E D B E T W E E N O C T O B E R 1 S T A N D M A Y 3 1 S T . 1 2 3 4 5 6 7 1. SEED USED FOR TEMPORARY OR PERMANENTSEEDING SHALL BE COMPOSED OF ONE OF THEFOLLOWING MIXTURES, UNLESS OTHERWISEAUTHORIZED:A.VEGETATED CORRIDOR AREAS REQUIRENATIVE SEED MIXES. SEE RESTORATION PLANFOR APPROPRIATE SEED MIX. B. DWARF GRASS MIX (MIN. 100 LB./AC.)1. DWARF PERENNIAL RYEGRASS (80% BYWEIGHT)2. CREEPING RED FESCUE (20% BY WEIGHT)C. STANDARD HEIGHT GRASS MIX (MIN.100LB./AC.)1. ANNUAL RYEGRASS (40% BY WEIGHT)2. TURF-TYPE FESCUE (60% BY WEIGHT)2. SLOPE TO RECEIVE TEMPORARY OR PERMANENTSEEDING SHALL HAVE THE SURFACE ROUGHENED BYMEANS OF TRACK-WALKING OR THE USE OF OTHERAPPROVED IMPLEMENTS. SURFACE ROUGHENINGIMPROVES SEED BEDDING AND REDUCES RUN-OFFVELOCITY.3. LONG TERM SLOPE STABILIZATION MEASURES SHALLINCLUDE THE ESTABLISHMENT OF PERMANENTVEGETATIVE COVER VIA SEEDING WITH APPROVED MIXAND APPLICATION RATE.4. TEMPORARY SLOPE STABILIZATION MEASURESSHALL INCLUDE: COVERING EXPOSED SOIL WITHPLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS,OR OTHER APPROVED MEASURES.5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACEDIN A STABLE LOCATION AND CONFIGURATION. DURING"WET WEATHER" PERIODS, STOCKPILES SHALL BECOVERED WITH PLASTIC SHEETING OR STRAW MULCH.SEDIMENT FENCE IS REQUIRED AROUND THEPERIMETER OF THE STOCKPILE.6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZEDTHROUGH THE USE OF TEMPORARY SEEDING ANDMULCHING, EROSION CONTROL BLANKETS OR MATS,MID-SLOPE SEDIMENT FENCES OR WATTLES, OROTHER APPROPRIATE MEASURES. SLOPES EXCEEDING25% MAY REQUIRE ADDITIONAL EROSION CONTROLMEASURES.7. AREAS SUBJECT TO WIND EROSION SHALL USEAPPROPRIATE DUST CONTROL MEASURES INCLUDINGTHE APPLICATION OF A FINE SPRAY OF WATER,PLASTIC SHEETING, STRAW MULCHING, OR OTHERAPPROVED MEASURES.EROSION AND S E D I M E N T CONTROL BM P I M P L E M E N T A T I O N : 1. ALL BASE ESC ME A S U R E S ( I N L E T PROTECTION, PERIM E T E R S E D I M E N T CONTROL, GRAVEL C O N S T R U C T I O N ENTRANCES, ETC.) M U S T B E I N P L A C E , FUNCTIONAL, AND A P P R O V E D I N A N I N I T I A L INSPECTION, PRIOR T O C O M M E N C E M E N T OF CONSTRUCTION A C T I V I T I E S . 2. "STOCK PILE AREA 1 " S H A L L B E M O V E D TO "STOCK PILE ARE A 2 " F O L L O W I N G T H E EXCAVATION CUT AC T I V I T I E S . 3. THE "STAGING, EQ U I P M E N T MAINTENANCE, FUEL I N G , P O R T A - P O T T Y , AND SOLID WASTE A R E A 1 " S H A L L B E MOVED TO "STAGIN G , E Q U I P M E N T MAINTENANCE, FUEL I N G , P O R T A - P O T T Y , AND SOLID WASTE A R E A 2 " F O L L O W I N G EXCAVATION "CUT" A C T I V I T I E S . 4. ALL "SEDIMENT BA R R I E R S ( T O B E INSTALLED AFTER G R A D I N G ) " S H A L L B E INSTALLED IMMEDIA T E L Y F O L L O W I N G ESTABLISHMENT OF F I N I S H E D G R A D E A S SHOWN ON THESE P L A N S . 5. LONG TERM SLOP E S T A B I L I Z A T I O N MEASURES "INCLUDI N G M A T T I N G " S H A L L BE IN PLACE OVER A L L E X P O S E D S O I L S B Y OCTOBER 1.6. THE STORM WATE R F A C I L I T Y S H A L L B E CONSTRUCTED AND L A N D S C A P E D P R I O R TO THE STORM WAT E R S Y S T E M FUNCTIONING AND S I T E P A V I N G . 7. INLET PROTECTIO N S H A L L B E I N - P L A C E IMMEDIATELY FOLLO W I N G P A V I N G ACTIVITIES.8. CONSTRUCTION ENTRANCES SHALL BE INSTALLEDAT THE BEGINNING OF CONSTRUCTION ANDMAINTAINED FOR THE DURATION OF THE PROJECT.ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITEDTO, TIRE WASHES, STREET SWEEPING, ANDVACUUMING MAY BE BE REQUIRED TO INSURE THATALL PAVED AREAS ARE KEPT CLEAN FOR THEDURATION OF THE PROJECT.9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALLBE PROTECTED THROUGH THE USE OF APPROVEDINLET PROTECTION MEASURES. ALL INLETPROTECTION MEASURES ARE TO BE REGULARLYINSPECTED AND MAINTAINED AS NEEDED.10. SATURATED MATERIALS THAT ARE HAULEDOFF-SITE MUST BE TRANSPORTED IN WATER-TIGHTTRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT ANDSEDIMENT-LADEN WATER.11. AN AREA SHALL BE PROVIDED FOR THE WASHINGOUT OF CONCRETE TRUCKS IN A LOCATION THATDOES NOT PROVIDE RUN-OFF THAT CAN ENTER THESTORM WATER SYSTEM. IF THE CONCRETE WASH-OUTAREA CAN NOT BE CONSTRUCTED GREATER THAN 50'FROM ANY DISCHARGE POINT, SECONDARYMEASURES SUCH AS BERMS OR TEMPORARYSETTLING PITS MAY BE REQUIRED. THE WASH-OUTSHALL BE LOCATED WITHIN SIX FEET OF TRUCKACCESS AND BE CLEANED WHEN IT REACHES 50% OFTHE CAPACITY.12. SWEEPINGS FROM EXPOSED AGGREGATECONCRETE SHALL NOT BE TRANSFERRED TO THESTORM WATER SYSTEM. SWEEPINGS SHALL BE PICKEDUP AND DISPOSED IN THE TRASH.13. AVOID PAVING IN WET WEATHER WHEN PAVINGCHEMICALS CAN RUN-OFF INTO THE STORM WATERSYSTEM.14. USE BMPs SUCH AS CHECK-DAMS, BERMS, ANDINLET PROTECTION TO PREVENT RUN-OFF FROMREACHING DISCHARGE POINTS.15. COVER CATCH BASINS, MANHOLES, AND OTHERDISCHARGE POINTS WHEN APPLYING SEAL COAT,TACK COAT, ETC. TO PREVENT INTRODUCING THESEMATERIALS TO THE STORM WATER SYSTEM.GRADING, STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: E R O S I O N C O N T R O L N O T E S 8 L A N D U S E # D E S I G N E D S H E E T N U M B E R S H E E T T I T L E P R O J E C T # C H E C K E D D R A W N D A T E DATE#DESCRIPTION BY File: Q:\22\Transition\Tigard Apartments\Holland Tigard\Civil\_CD\1200C\0951-1200C-DETAIL.dwg , Tab: ESC-04Plot Stamp: 2/8/2016 12:56:37 PM - Zinzer, Matthew TIGARD APARTMENTS TIGARD, OREGON 1 2 / 1 6 / 2 0 1 5 M J Z M J Z K S R 2 1 5 0 9 5 1 0 S D R 2 0 1 5 - 0 0 0 0 4 F O R I N F O R M A T I O N O N L Y Vancouver, WA 98660 1111 Main St #500 Phone: 360.649.7888 H O L L A N D J U L Y 0 9 , 2 0 0 1 6 5 4 3 3 P E E N G I N E E R E S C D E T A I L S E S C - 0 4 M I N I M U M 1 2 " O V E R L A P N O T E S : P L A S T I C S H E E T I N G B A R R I E R R E Q U I R E D @ T O E O F S L O P E . O F S E A M S . F O R F U R T H E R I N F O R M A T I O N O N D E S I G N C R I T E R I A S E E C H A P T E R 4 O F C L E A N W A T E R S E R V I C E S E R O S I O N P R E V E N T I O N A N D S E D I M E N T C O N T R O L P L A N N I N G A N D D E S I G N M A N U A L . f r o m t o e s l o p e . 3 ' m i n i m u m F O R F U R T H E R I N F O R M A T I O N O N D E S I G N C R I T E R I A S E E C H A P T E R 4 O F C L E A N W A T E R S E R V I C E S E R O S I O N P R E V E N T I O N A N D S E D I M E N T C O N T R O L P L A N N I N G A N D D E S I G N M A N U A L . G R A V E L C O N S T R U C T I O N E N T R A N C E C U R B R A M P P A V E M E N T F O R F U R T H E R I N F O R M A T I O N O N D E S I G N C R I T E R I A S E E C H A P T E R 4 O F C L E A N W A T E R S E R V I C E S E R O S I O N P R E V E N T I O N A N D S E D I M E N T C O N T R O L P L A N N I N G A N D D E S I G N M A N U A L . 2 ' - 6 " 1 ' - 6 " 6 " 4 ' - 0 " 2 ' - 6 " 6 " 4 ' - 0 " STAGGERJOINTSFLOWFLOWFLOWSTAKING SPACING 4' O.C.TIGHTLY ABUT ADJACENT WATTLES.WOOD STAKE SLOPERICE, COCONUT OR EXCELSIORWATTLES PLACE WATTLES ALONG SLOPE CONTOURS.FOR FURTHER INFORMATIONON DESIGN CRITERIA SEECHAPTER 4 OF CLEAN WATERSERVICES EROSION PREVENTIONAND SEDIMENT CONTROLPLANNING AND DESIGN MANUAL. P O L Y P R O P L E N E F I L T E R S A C K ( W O V E N ) C A T C H B A S I N G R A T E W O V E N P O L Y P R O P L E N E S A C K 2 " X 2 " X 3 4 " R U B B E R B L O C K S 1 " R E B A R F O R B A G R E M O V A L F O R F U R T H E R I N F O R M A T I O N O N D E S I G N C R I T E R I A S E E C H A P T E R 4 O F C L E A N W A T E R S E R V I C E S E R O S I O N P R E V E N T I O N A N D S E D I M E N T C O N T R O L P L A N N I N G A N D D E S I G N M A N U A L . F O R F U R T H E R I N F O R M A T I O N O N D E S I G N C R I T E R I A S E E C H A P T E R 4 O F C L E A N W A T E R S E R V I C E S E R O S I O N P R E V E N T I O N A N D S E D I M E N T C O N T R O L P L A N N I N G A N D D E S I G N M A N U A L . 3 0 " 6 0 " 10' 1 0 ' C O N C R E T E W A S H O U T P I T A R E A W I T H S I G N . S I G N T O B E P O S T E D A T A L L T I M E S . NOTE:1. WASHOUT A R E A T O C O N T A I N A M I N I M U M O F 3 C Y ( I E 9 ' B Y 9 ' B Y 1 ' D E E P ) . 2. REMOVE A N D L E G A L L Y D I S P O S E O F W A S T E M A T E R I A L W H E N I T A C C U M U L A T E S T O 2 / 3 OF WET ST O R A G E C A P A C I T Y . 3. CONCRET E W A S H O U T A R E A T O B E R E P A I R E D A N D / O R E N L A R G E D A S N E C E S S A R Y T O MAINTAIN C A P A C I T Y . 4. UPON CO M P L E T I O N O F C O N S T R U C T I O N A C T I V I T I E S R E Q U I R I N G C O N C R E T E W A S H O U T , REMOVE WA S H O U T A N D R E S T O R E T H E A R E A T O F I N I S H G R A D E . C O N C R E T E T R U C K W A S H O U T STORMWATERFACILITY - A S T O R M W A T E R F A C I L I T Y - B S T O R M W A T E R F A C I L I T Y - C SHRUBS & HERBACIOUS ITEMSIZEQTY.COMMENTS / SP A C I N G F O R M A T G R O U N D C O V E R S I T E M S I Z E Q T Y . C O M M E N T S R U S H / S E D G E M I X 5 0 % J U N C U S P A T E N S 6 " P L U G S 6 P L U G S / S F 2 , 0 0 0 S . F . 1 2 , 0 0 0 P L U G S 6 , 0 0 0 P L U G S E A C H I N S T A L L W A T E R Q U A L I T Y S O I L M E D I A , S E E C V I I L S H E E T S P T 4 9 9 C W S N A T I V E W E T A R E A M I X B Y P R O T I M E L A W N S E E D S E E D 1 0 L B S / A C R E 1 L B . / 4 , 0 0 0 S F 3 , 8 4 8 S F 1 L B S U I T A B L E F O R S W A L E A N D B I O F I L T E R B O T T O M S T H A T A R E I N U N D A T E D P T 4 9 8 C W S N A T I V E R I P A R I A N / Z O N E 2 M I X B Y P R O T I M E L A W N S E E D S E E D 4 0 L B S / A C R E 1 L B . / 1 , 0 0 0 S F 2 , 6 8 7 S F 2 . 7 L B S F O R R I P A R I A N Z O N E O F S W A L E S A N D B I O F I L T E R S L U P I N E A D D E D F O R C O L O R TREESITEMSIZEQTY.COMMENTS / SP A C I N G F O R M A T ACER CIRCINATUMVINE MAPLE 2 GAL. 2' HT. 69 REFER TO DETA I L 4 / S H E E T L 3 0 6 MATURE: 15' HT. / 1 0 ' W D PART SUN / MOI S T / S I N G L E PHILADELPHUS LEWISIILEWIS MOCKORANGE 1 GAL.2' HT. 53 REFER TO DETA I L 2 / S H E E T L 3 0 6 MATURE: 10' HT. / 5 ' W D . PART SUN / WET - D R Y / C L U S T E R CORNUS SERICEARED-OSIER DOGWOOD 1 GAL.2' HT. 52 REFER TO DETA I L 2 / S H E E T L 3 0 6 MATURE: 10' HT. / 1 2 ' W D . PART SUN / WET / C L U S T E R PHYSOCARPUS CAPITATUSPACIFIC NINEBARK 1 GAL.2' HT. 52 REFER TO DETA I L 2 / S H E E T L 3 0 6 MATURE: 15' HT. / 1 5 ' W D . SHADE / MOIST / S I N G L E HOLODICUS DISCOLOROCEANSPRAY1 GAL.1.5' HT. 53 REFER TO DETA I L 2 / S H E E T L 3 0 6 MATURE: 15' HT. / 1 5 ' W D . SUN / DRY / SIN G L E ROSA PISOCARPACLUSTERED ROSE 1 GAL.1.5' HT. 52 REFER TO DETA I L 2 / S H E E T L 3 0 6 MATURE: 8' HT. / 6 ' W D . SUN / MOIST / C L U S T E R SYMPHORICARPUS ALBUSSNOWBERRY1 GAL.1.5' HT. 53 REFER TO DETA I L 2 / S H E E T L 3 0 6 MATURE: 5' HT. / 6 ' W D . PART SUN / DRY / C L U S T E R SPIRAEA DOUGLASIIWESTERN SPIRAEA 1 GAL.1.5' HT. 52 REFER TO DETA I L 2 / S H E E T L 3 0 6 MATURE: 6' HT. / 5 ' W D . SUN / WET / CLU S T E R RIBES SANGUINEUMRED FLOWERING CURRANT 1 GAL.1.5' HT. 53 REFER TO DETA I L 2 / S H E E T L 3 0 6 MATURE: 10' HT. / 5 ' W D . SUN / DRY / CLU S T E R S Y M B O L LANDSCAPE PLANT MATERIAL SCHEDULE - STORMWATER F A C I L I T I E S 5 0 % C A R E X O B N U P T A SYMBOL1,546 SF 3,848 SF N O T E : A L L S T O R M W A T E R F A C I L I T I E S W I L L B E C O N S I S T E N T W I T H C L E A N W A T E R S E R V I C E S ' S T A N D A R D S . R E F E R T O A P P E N D I X A : P L A N T I N G R E Q U I R E M E N T S I N T H E D E S I G N A N D C O N S T R U C T I O N S T A N D A R D S F O R S A N I T A R Y S E W E R A N D S U R F A C E W A T E R M A N A G E M E N T M A N U A L , ( J U N E 2 0 0 7 ) F O R I N S T A L L A T I O N , M O N I T O R I N G , M A I N T E N A N C E A N D W A R R A N T Y R E L A T E D T O A L L P R O P O S E D P L A N T I N G I N T H E S T O R M W A T E R F A C I L I T I E S . C L E A N W A T E R S E R V I C E S S T O R M W A T E R F A C I L I T Y P L A N T D E N S I T Y R E Q U I R E M E N T S : T R E E S P E R A C R E = A R E A I N S Q U A R E F E E T X 0 . 0 1 S H R U B S P E R A C R E = A R E A I N S Q U A R E F E E T X 0 . 0 5 S T O R M W A T E R F A C I L I T Y - A 1 , 9 6 2 S F P R O P O S E D T R E E S : 2 0 P R O P O S E D S H R U B S : 9 9 S T O R M W A T E R F A C I L I T Y - B 2 , 6 6 9 S F P R O P O S E D T R E E S : 2 7 P R O P O S E D S H R U B S : 1 3 4 S T O R M W A T E R F A C I L I T Y - C 2 , 1 5 6 S F P R O P O S E D T R E E S : 2 2 P R O P O S E D S H R U B S : 1 0 8 S T O R M W A T E R F A C I L I T Y P L A N T R E Q U I R E M E N T S STORMWATERFACILITY - A S T O R M W A T E R F A C I L I T Y - B S T O R M W A T E R F A C I L I T Y - C STORMWATERFACILITY - A S T O R M W A T E R F A C I L I T Y - B S T O R M W A T E R F A C I L I T Y - C S T O R M W A T E R F A C I L I T Y P L A N T I N G P L A N - G R O U N D C O V E R L A Y E R S C A L E : 1 " = 2 0 ' S T O R M W A T E R F A C I L I T Y P L A N T I N G P L A N - T R E E L A Y E R S C A L E : 1 " = 2 0 ' 4 0 2 0 1 0 0 S T O R M W A T E R F A C I L I T Y P L A N T I N G P L A N - S H R U B L A Y E R S C A L E : 1 " = 2 0 ' 4 0 2 0 1 0 0 4 0 2 0 1 0 0 L A N D U S E # D E S I G N E D S H E E T N U M B E R S H E E T T I T L E P R O J E C T # C H E C K E D D R A W N D A T E DATE#DESCRIPTION BY File: Q:\22\Transition\Tigard Apartments\Holland Tigard\Landscape\_CD\9510-CD-PLANT.dwg , Tab: L3.5Plot Stamp: 2/8/2016 4:50:44 PM - Zinzer, Matthew TIGARD APARTMENTS TIGARD, OREGON 0 2 / 0 5 / 2 0 1 5 P E G P E G K S R 2 1 5 0 9 5 1 0 S D R 2 0 1 5 - 0 0 0 0 4 F O R I N F O R M A T I O N O N L Y Vancouver, WA 98660 1111 Main St #500 Phone: 360.649.7888 H O L L A N D P L A N T I N G - S W F L 3 0 5 ILLUMINATION PLAN LEGEND AND DETAILS n ~ t -"' 0 I LIGHTING NOTES: 1. Light poles along SW 135th Avenue (Poles 1-2) shall be P.G.E. approved composite, 2-piece, 35' (30' mounting height), gray, direct bury, supplied and installed by P.G.E.: MANUFACTURER: Shakespeare ACI CMT CATALOG NUMBER: BXT3599S2BL9901 (39360)(CU 1108) DST35GSDN1(90006404)(CU 1416) MDS35-F-100-S1-HS-PC-NP-1 B-22(39374 )(CU 1109) 2. Light poles along SW Hawks Beard St and SW Huntington Ave (Poles 3-11) shall be P.G.E. approved composite, 2-piece, 30' (25' mounting height), bronze, direct bury, supplied and installed by P.G.E.: MANUFACTURER: CATALOG NUMBER: Shakespeare BHT3099S5BL9901 (39358)(CU 1111) ACI DST30FSDN1(90006401)(CU 1413) CMT MDS30-F-100-S2-HS-PC-NP-1 B-22(39372)(CU 1112) 3. Pole stub piece and installed by Manufacturer: shall be P.G.E. composite, direct-buried, supplied by P.G.E., the con tractor: Shakespeare ACI CMT Catalog Numbers: 30-foot pole: 35-foot pole: BHS3099N3BL9901 (39357) BXS3599N2BL9901 ( 39361) DS6STUB-30(90006393) DS6STUB-35(90006394) 25-STUB-UP(39371) 30-STUB-UP(39375) 4. Street light mast arms to be 6' long, supplied and installed by P.G.E.: Manufacturer: Catalog Number: Whatley Valmont Shakespeare AL Finish: MA-72 IMA0632B475 w/ HARDWARE OPAR-6 Bronze Finish: MA-72DOB IMA063284 75-BRZ OPAR-6-BRONZE 5. The P.G.E. approved LED luminaire to be supplied and installed by P.G.E. 1s: Manufacturer: Catalog Number: Leotek Cree Cree (70W) GC1-40F-MV-NW-2-GY-530-WL-PGE (53W) STR-LWY-2M-HT-03-E-UL-BZ-525-40K-R-UTL-SPX (66W) STR-LWY-2M-HT-04-E-UL-BZ-525-40K-R-UTL-SPX 6. Junction boxes shall be PGE approved junction boxes, supplied and installed by the contractor: MANUFACTURER: Oldcastle/Carson Industries Newbasis Quazite (Hubbell) Armorcast Highline CATALOG NUMBER: JB1 13241617 FCA 132418T-00043 A42132418A017 A6001946TAX18-PGE CHA132418HE1 "LIGHTING" or "STREET LIGHTING" shall be in the lid marking area. ROADWAY SEGMENT OR INTERSECTION LIGHT LEVEL SUMMARY TABLE ROADWAY OR INTERSECTION CLASSIFICATION DESIGN LIGHTING RESULTS GENERAL NOTES 1. All material and workmanship, shall conform to P.G.E. Option "A" specifications. All materials and installation shall be approved by P.G.E. 2. All electrical equipment shall conform to the current standards of the National Electrical Manufacturers Association (NEMA) and the Underwriters Laboratories, inc. (U.L.) wherever applicable. In addition to the requirements of the plans, standard specifications, and the special provisions, all materials and workmanship shall conform to the current requirements of the National Electrical Code (NEC) the National Electrical Safety Code, standards of the American National Standards Institute (ANSI), and any local ordinances which may apply. 3. Location of illumination conduits and junction boxes are approximate. Coordinate with other utilities to ensure proper installation. 4. Coordinate work with Jeff Steigleder of P.G.E. at (503) 672-5462. 5. Ground rods shall be provided by P.G.E. and installed by the contractor in the junction box nearest end pole. TARGET VALUES LEGEND Light pole number (N). See Light Pole Location Table below for details. Retain and protect existing light pole and luminaire. Remove existing luminaire and arm. Install 13" x 24" P.G.E. approved precast concrete junction box with concrete apron for street lighting. @ Install (S=Size) inch electrical conduit. Install new LED luminaire on existing pole. See Lighting Notes and Light Pole Location Table on this sheet. POLE NO. 1 2 3 4 5 6 7 8 9 10 11 12 STATION 108+29 109+47 200+57 201 +82 203+27 204+64 206+23 207+62 208+40 xx xx 109+41 LIGHT POLE LOCA Tl ON TABLE OFFSET * MOUNTING ARM LUMINAIRE POLE AND HEIGHT LENGTH TYPE ARM FINISH 28.5' LT 30' 6' LEOTEK 70W GRAY 28.5' LT 30' 6' LEOTEK 70W GRAY 20.0' LT 25' 6' CREE 66W BRONZE 19.0' LT 25' 6' CREE 53W BRONZE 19.0' LT 25' 6' CREE 53W BRONZE 19.0' LT 25' 6' CREE 53W BRONZE 19.0' LT 25' 6' CREE 53W BRONZE 19.0' LT 25' 6' CREE 53W BRONZE 19.0' LT 25' 6' CREE 53W BRONZE ' xx 25' 6' CREE 53W BRONZE ' xx 25' 6' CREE 53W BRONZE 26.0' RT (EX) (EX) LEOTEK 70W (EX) ~ SW 135th Avenue -Scholls Ferry Max: 2.1 Light Level: 1.0 fc Light Level: 0.9 fc ;;;; Col I ector * OFFSET MEASURED FROM ROADWAY CENTERLINE TO CENTER OF POLE. POLE ~' to Hawks Beard Min: 0.4 Uniformity: 2.6: 1 Uniformity < 3.5: 1 TO BE CENTERED IN PLANTER STRIP, SEE POLE LOCATION DETAIL THIS SHEET. ~ lil '§, SW 135th Avenue/ Collector /Local Max: 2.5 Light Level: 1.6 fc Light Level: 1.6 fc (EX) = EXISTING POLE AND ARM ()_ <l ROAD I I I i---+-+-Varies------i Center in i--~-planter strip TYPICAL POLE LOCATION NOT TO SCALE " SW Hawks Beard Street Intersection M" O 5 U "f ·t 3 1 1 U "f ·t < 3 5 1 -1l 1n: . n1 orm1 y: . : n1 orm1 y _ . : ...J f SW Hawks Beard Street -SW Max: 2.4 Light Level: 0.8 fc Light Level: 0.7 fc LUMINAIRE TABLE ~ -e 135th Avenue to SW 131st Place Local M" o 2 U "f ·t 3 9 1 U "f ·t < 6 1 '--a; i'l. in: . n1 orm1 y: . : n1 orm1 y _ : .-~ ~ INITIAL LIGHT ~ i~ SW Hawks Beard Street/ Local/ Max: 1.9 Light Level: 1.1 fc Light Level: 1.1 fc LUMINAIRE QUANTITY TYPE, DISTRIBUTION, WATTAGE LOSS BUG RATING CO ~ = SW t · Neighborhood LU MENS FACTOR ~ ~ 131 st Place In ersect1on Min: 0.4 Uniformity: 2.8: 1 Uniformity< 6: 1 :::) :::i: ~ LEOTEK 70W 3 40 LED LEOTEK, TYPE 2, 530mA, 70W 7,200 0.85 B2-UO-G2 (J) ~ ~ SW Huntington Avenue Cul-de-sac Neighborhood Max: 0.9 Light Level: o.5 fc Light Level: 0.4 fc CREE 53W 8 30 LED CREE, TYPE 2, 525mA, 53W 4,550 0.85 B1 -UO-G1 J- ~ ~ Min: 0.1 Uniformity 5.2: 1 Uniformity< 6: 1 CREE 66W 1 40 LED CREE, TYPE 2, 525mA, 66W 6,079 0.85 B2-UO-G2 ~ ~~ o_ ~ c:t:: E _9. 1~ w ~~ ~ Q~ ~--------------------------------------------------------------------------------------------------------__J (J) _J -<( ..... w 0 o en ~ z I-:::) <( z 0 0 w 0::: z ~ (9 w I-0::: (9 "" w w LL. z _J <( ~ za..<(z Q <( ~ g ~Oo~ z et:: z 0 . ~ <( :5 0- :::) <.9 _J ~ _J -0 CJ :::::! 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135th & Scholls Ferry Apartment\dwgs\design\18921.0_003-lum1_City.dwg, Tab: IL103Plot Stamp: 2/4/2016 10:42:12 AM - Joey Bansen TIGARD APARTMENTS TIGARD, OREGON P H O T O M E T R I C P L A N I L 1 0 3 0 2 / 0 8 / 2 0 1 6 A C J A C J J B B 2 1 5 0 9 5 1 0 S D R 2 0 1 5 - 0 0 0 0 4 F O R I N F O R M A T I O N O N L Y E N G I N E E R O R E G O N , 2 1 1 1 0 J U N E 1 2 / 3 1 / 2 0 1 7 7 7 9 6 1 EXIST. 67W LEOTEKON UTILITY POLEEXIST. COBRAHEADSTREET LIGHT POLEWITH 67W LEOTEKNEW COBRAHEAD STREET LIGHT POLEWITH 70W LEOTEKGC1-40F-MV-NW-2-GY-530-WL-PGE EXIST. SIGNAL POLEREPLACE LUMINAIRE WITH120LED LEOTEKNEW COBRAHEAD STREET LIGHT POLEWITH 70W LEOTEKNEW STREET LIGHT POLEWITH 66W CREEEXIST. COBRAHEAD STREETLIGHT POLE. REPLACELUMINAIRE WITH70W LEOTEK N E W S T R E E T L I G H T P O L E W I T H 5 3 W C R E E N E W S T R E E T L I G H T P O L E W I T H 5 3 W C R E E NEW STREET LIGHT POLEWITH 53W CREE N E W S T R E E T L I G H T P O L E W I T H 5 3 W C R E E N E W S T R E E T L I G H T P O L E W I T H 5 3 W C R E E N E W S T R E E T L I G H T P O L E W I T H 5 3 W C R E E N E W S T R E E T L I G H T P O L E W I T H 5 3 W C R E E N E W S T R E E T L I G H T P O L E W I T H 5 3 W C R E E N E W S T R E E T L I G H T P O L E W I T H 5 3 W C R E E EXIST. 100W HPSPOST-TOP STREET LIGHT EXIST. 100W H P S POST-TOP ST R E E T L I G H T E X I S T . 1 0 0 W H P S P O S T - T O P S T R E E T L I G H T EXIST. 100W HPSPOST-TOP STREET LIGHT E X I S T . 1 0 0 W H P S P O S T - T O P S T R E E T L I G H T E X I S T . 1 0 0 W H P S P O S T - T O P S T R E E T L I G H T E X I S T . 1 0 0 W H P S P O S T - T O P S T R E E T L I G H T E X I S T . 1 0 0 W H P S P O S T - T O P S T R E E T L I G H T E X I S T . 1 0 0 W H P S P O S T - T O P S T R E E T L I G H T 0 0 -(f) (f) .ii "' f-t ii- 6 "' c. ·c ii5 c' "' '? -"' <» <O -'C -~ ~ l ""' c "' E t'. c "' " ~ ~ c ~ "' ~ "' "' ~ >.L g:i ~ ~ 0 ' '8 " (f) c.. oil -~ "' ~ -"" ' <O --"' 0 lll s~ -"' N = 0.. 2' E 9-.!'l .. <f) :r: 0 ili 0: u:: STA. 106+99 TO STA. 109+69 STA. 109+19 TO STA.109+69 I I STA. 109+69 TO STA. 110+29 I I I I ' I B EXISTING ~'( ttO ~~ \,s r \ EXISTING ~o" sc\ c I J I I I J ...... ...... \ I ' 15' I I I \ \ \ I T 15' 112· I I I / ( I I I I I \ ,4 \ ' . , . ! • . I \ I ' '~ \ I \ ' I I ; ' ~ I • I \\ : ~ \ • I .•.. I .. ' I .. • ~ .. ' . I :· : 1 I:·. i . I I . I . ' ' • I I .· ~ · / \ \ I I I / .' r I Ii:/ ,1~ I 6' t STA. 110+27 TO STA. 110+50 ( I I 104 STA.106+95 TO STA. 108+45 STA. 106+93 TO STA. 108+45 STA.108+45 TO STA. 109+20 STA. 109+20 TO STA.109+48 "-. ~ . • •• ., •• _4 • " A D SIGNING LEGEND: < ~) INSTALL NEW SIGN (N) ON NEW (M) SIGN SUPPORT 0 INSTALL NEW SIGN (N) ON EXISTING SIGN SUPPORT s MAINTAIN AND PROTECT EXISTING SIGN (N) AND SUPPORT ~MX \M.J REMOVE EXISTING SIGN (N) AND EXISTING (M) SIGN SUPPORT N = SIGN NUMBER M =MATERIAL OPTIONS: S = STEEL "TELESPAR" LP = LIGHT POLE MOUNT SIGNING GENERAL NOTES: 1. ALL SIGNING SHALL CONFORM TO THE REQUIRED SPECIFICATIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) LATEST EDITION AND CURRENT COUNTY ROAD STANDARDS. 2. TRAFFIC SIGN LEGEND AND MOUNTING DETAILS ARE SHOWN ON SS102 THRU SS103. 3. EXISTING SIGNS NOT SHOWN ARE TO REMAIN IN PLACE UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ' ~ Ci) >-. @~ (/) ~ a_ ~~ ct:Q 0... STRIPING LEGEND: 0 FOR DETAILS SEE SHEET SS101. STRIPING GENERAL NOTES: 1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. ALL SIGNING AND PAVEMENT MARKINGS SHALL CONFORM TO THE REQUIRED SPECIFICATIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) LATEST EDITION AND CURRENT CITY ROAD STANDARDS • 2. ALL EXISTING STRIPING ON SW 135TH AVE IS TO BE REMOVED FROM STA. 106+97 TO STA. 110+73. ----- . ' . . 4 .,_. :., : . -·., -.,..--, -. I ' / \ ' ~ < " " / ' ---1-- HAWKS BEARD ST SCALE 0 20 40 -. ,-4 ,. -··-r-' '. '-.-4 _.__'.._ A - .... ·"'. " , __ _ ------ _J ~ I--~ CXl ::) en I--~ 0::: w a.. z <( _J a.. (!) z -a.. -0::: I-en 0 z <( (!) z -z (!) -en ~ :z 0 ii: a' 0 (f) w Cl Cf) a.. I-::) z 0 w 0::: ~ (!) I-0::: w 0::: <( z I- Cl.. 0::: <( <( a.. 0 0 0::: z <( <( _J (9 _J 0 -I-I EXPIRES: 12/31/2017 DATE I 0210012010 DRAWN I JCH DESIGNED I RWF CHECKED I JBB PROJECT# I 21509510 SHEET TITLE z 0 (!) w c::: 0 0 c::: <( (!) -I- SIGNING & STRIPING PLAN SHEET NUMBER SS100 LAND USE# SOR 2015-00004 -0 -"' "' ~ t ~ ~I 0 -13 ~ ~ -,;; ! ID cf ! ~ <D ID >-u. ID "> ~ =a ' -5 "" "' CL oil N .C ':'-! iD ~~ m , "' --N o~ :3 -N~ ~! J!! .. (/) :r 0 .Si ~:::::=;:::::=::::;::===;::=:::= 12'=1 F =--j~~~TER IN OPTIONAL~! d 'TURN LANE · • VARIES--j 15' }-- BEGINNING OF FULL LANE WIDTH_/ RIGHT TURN LANE MARKINGS -ELONGATED ARROWS SHALL BE 120 mil WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL, SEE ODOT DETAIL. USE ADDITIONAL ARROW AT THE MID POINT WHEN THE TURN LANE IS OVER 400 FT. ® 12" MIN STOP BAR -SHALL BE 120 mil WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL, SEE NOTE 1. CD --THRU TRAFFIC SIDE ~8" l!!"lJ _____ IJ ____ ,_,~ 2" SPACE f---20· ___,_ .. -+-I .. ---20· ----!~ 4" q;_* - TURN LANE LINE -8" WHITE LINE WITH 4" WHITE MONO-DIRECTIONAL TYPE I REFLECTORS. * 11o·r <t - - I 40·------. .. -1 .. -40·1 4" rn -rn_[ T ~ ~ DJ - 15' SPACING TYP. BROKEN CENTER LINE -4" YELLOW LINE WITH 4" YELLOW Bl-DIRECTIONAL TYPE I REFLECTORS. @ TRAFFIC FLOW l 1 o· I 30·---. 10' r _[ 4" T DJ ~15'~ TRAFFIC FLOW LANE LINE-4" WHITE LINE WITH 4" WHITE MONO-DIRECTIONAL TYPE I REFLECTORS. J3 FT. MIN. TO 5 FT. MAX. (ADJUST SPACING TO VARIES MISS WHEEL TRACKS) --j f-24 IN 1 10 FT. (6 FT MIN.)J STAGGERED CONTNENTAL CROSSWALK -SHALL BE 120 mil WHITE HIGH SKID THERMOPLASTIC PAVEMENT MARKING MATERIAL. ® r-VARIES---j CENTER IN TURN LANE BEGINNING r OF FULL WIDTH 15' OF TURN LANE LEFT TURN LANE MARKINGS -ELONGATED ARROWS SHALL BE 120 mil WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL, SEE ODOT DETAIL. USE ADDITIONAL ARROW AT THE MID POINT WHEN THE TURN LANE IS OVER 400 FT. ®================ 20' --j r---j r-20' / L¥ OPTIONAL: i-1 •>--VARIES---l 15' '• CENTER IN TURN LANE I BEGINNING r OF FULL \MOTH OF TURN LANE THRU AND TURN LANE MARKINGS -ELONGATED TURN AND THRU ARROWS SHALL BE 120 mil WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL, SEE ODOT DETAIL. USE ADDITIONAL ARROW AT THE MID POINT WHEN THE TURN LANE IS OVER 400 FT. 0 1 1 VARIES (4" TO 28") I .. 20' ___,,._,. l 2" SPACE .... _______ J,_ / f 4" OJ DJ 4" OJ t OJ rnT T rn t ' (4,, "--2" SPACE 4" MEDIAN NOSE -TWO 4" YELLOW LINES WITH Bl-DIRECTIONAL YELLOW TYPE I REFLECTORS. IF TOTAL WIDTH BETWEEN STRIPES IS LESS THAN 16" THEN INSTALL ONLY ONE LINE OF REFLECTORS. ® 2" SPACE dj-40' --rn-40· ~ :lJ_ -i:'SPACE q;_* - THRU TRAFFIC SIDE - MEDIAN STRIPE -TWO 4" YELLOW LINES WITH 4" YELLOW Bl-DIRECTIONAL TYPE I REFLECTORS. ® t 4'-8" MIN -----------·-· -C[* 8' BIKE LANE LINE -8" WHITE LINE. t 5'MIN 8" v<-----40·----..-. 4"] i TI 2'MIN 8"] f BIKE LANE LINES -ONE 8" WHITE LINE & ONE 4" WHITE LINE WITH A 8" WHITE 45° DIAGONAL LINE AT 40' INTERVALS. © 12" ----i---·f· -<t* 6' MIN./ 10' MAX. 12" ----··---·f· -<t* CROSSWALK -CROSSWALK SHALL BE 120 mil WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL. SEE NOTE2. © c * --j12"f--J_ v v v36 .. • • T G) YIELD SIGN • (,:;\ STOP HERE Q \::,) FOR PED SIGN OR22-25 I I I ' TYPICAL YIELD LANE-THERMOPLASTIC INSTALLATION. ---- ® ----THRU TRAFFIC SIDE x 1 ==l== 1 .. =20=· ==+· i=· =20'==+=· I = «8" ~ ~ (/) UJ c::: :;i; ~ .~kMAX.~-1 T====ft==~= :2"b= THRU TRAFFIC SIDE ------Jrr11"r- DIAGONAL MARKERS -4" YELLOW OR WHITE RUMBLE BARS. CENTER BETWEEN LANE LINES. @ x q;_* - 1/2" THICK BASEj 1" THICK BAR A - A VARIES l EDGE LINE -4" YELLOW OR WHITE LINE AS SHOWN ON PLANS. ® _J 1--6·--l 1--6·--l f 8" * - - --Cl --j 2· f----12' f----i 2·}- BIKE LANE DOTTED LINE -8" WHITE LINE. ® Arrow orientation shown is used for light lane ends. For left lane ends. use the mirror image. LANE REDUCTION ARROW (WHITE) i-----EDGE OF PAVEMENT 20° FOR ARROW PROPORTION DETAIL, SEE CURRENT VERSION OF STANDARD HIGHWAY SIGNS @ i--1.5' t-u.~ r-6.5') rw rw T 6' MIN J_ L \ 16" (TYP.) L 25' ___ ..._ ___ 35· ____ __, NARROW RAILROAD CROSSING-LEGEND SHALL BE 120 mil WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL. SEE NOTE 6. ® [] [] MIN. 3 PLACED ON TOP OF CURB @ 2' SPACING l---40· --l [] [] RAISED MEDIAN A [] A [] [] [] Bl-DIRECTIONAL TYPE I ) YELLOW MARKERS (TYP.) * i----24 11 _ ___,_, f+ .. ' 4"t--6" 4"YELLOW ~- STRIPE A-A RAISED MEDIAN STRIPE -4" YELLOW LINE WITH 4" YELLOW Bl-DIRECTIONAL TYPE I REFLECTORS. I 40· ---r-40· I I -i 15' r--I DJ -OJ -DJ ·l - THRU TRAFFIC SIDE ----r 4" SPACE TWO WAY LEFT TURN STRIPE-4" YELLOW LINES \MTH 4" YELLOW Bl-DIRECTIONAL TYPE I REFLECTORS. USE ELONGATED ARROWS FOR LEFT TURN ARROWS. ® 4" SPACE /t ' (4,, "--4" SPACE F 40· 40' =l q;_*_ OJ ' DJ DJ CENTER LINES -TWO 4" YELLOW LINES WITH 4" YELLOW Bl-DIRECTIONAL TYPE I REFLECTORS. l--6' -l - ---l 2' I---l 2' I- DOTIED LINE EXTENSIONS THRU INTERSECTION -WHITE OR YELLOW LINE. WIDTH AND COLOR SAME AS LINE BEING EXTENDED. SHALL BE 120 mil THERMOPLASTIC PAVEMENT MARKING MATERIALS. .. ~ ~\ralf1c c::::::;/ ---\ ~ Oirection° ~ 20' \) 8" white line r--20' \) 4"~ 2" SPACE 3 ° 6' min. -[ ~ 360 ~ 8 """"•" angle orientation for field layout Direction of Traffic ~ CHEVRON BARS 1' WHITE BARS AT 40' SPACING NOTES: 1. LOCATE STOP BARS 10' BACK OF THE EXTENDED FOG LINE, EDGE OF PAVEMENT, OR CURB FACE. VERIFY SIGHT DISTANCE. 2. LOCATE CROSSWALKS AS PER ADA RAMP LOCATIONS OR 5' BACK OF EXTENDED FOGLINE, EDGE OF PAVEMENT OR CURB FACE. 3. REMOVAL OF EXISTING STRIPING IS TO BE DETERMINED IN THE FIELD. STRIPING SHALL BE REMOVED AS DIRECTED BY THE ENGINEER. 4. ALL THERMOPLASTIC PAVEMENT MARKING MATERIAL SHALL BE INSTALLED AS PER SECTION 00850 OF THE OREGON STANDARD SPECIFICATIONS FOR HWY. CONSTUCTION. 5. ALL PAVEMENT MARKING SHALL CONFORM TO THE MOST CURRENT ODOT SPECIFICATION. COPIES OF THE MATERIALS SPECIFICATIONS ARE AVAILABLE FROM: ENGINEER OF MATERIALS AND RESEARCH HWY. MATERIALS LABORATORY 600 AIRPORT ROAD S.E. SALEM, OR 97310 (503) 986-3100 6. THE ENGINEER MUST OBTAIN AUTHORIZATION FOR PLACEMENT OF "RAILROAD CROSSING" MARKINGS PRIOR TO PLAN APPROVAL. AUTHORIZATION SHALL BE OBTAINED FROM THE ODOT RAIL DIVISION AND WASHINGTON COUNTY TRAFFIC ENGINEERING. 7. FOR SCHOOL ZONE STENCILS, USE ODOT DETAIL 'SCHOOL' & 'X-ING', AS NEEDED, IN 120 mil WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL. VERIFY LOCATIONS & STENCILS WITH COUNTY TRAFFIC ENGINEERING. WHEN BOTH ARE USED, SPACING IS 32 FEET. 8. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC \MTHIN THE URBAN GROWTH BOUNDARY. 9. FOR DIAGONAL MARKERS, USE "PREMARK IN-LANE RUMBLE BARS" BY FLINT TRADING INC., OR EQUIVALENT. X SUBSCRIPT FOR PAVEMENT MARKING. DENOTES COLOR. (Y) YELLOW OR (W) WHITE. * LANE MARKING DIMENSION LOCATION AT~ OF STRIPING UNLESS NOTED OTHERWISE. @ 6' .... J_ 8" y -~ O~• 40" BICYCLE LANE MARKING -SHALL BE 90 mil WHITE PREFORMED HIGH SKID THERMOPLASTIC PAVEMENT MARKING MATERIAL. ....I ~ -~ Ill :::> Cf) I--~ a:: w a.. oc~ ~-------------------------------------------------.,-----------------------------------------------------------------------------~ Cf) ....I -~ w a (9 z -a.. -a:: I-- Cf) z 0 ii: "' 0 [fl 0 w !;;: 0 (f) 1-z w ~ l-o::: <( 0... <( 0 0::: <( CJ -I- DATE DRAWN DESIGNED CHECKED PROJECT# SHEET TITLE a.. :::> 0 a:: (9 a:: w z I- C:: <( a.. a z ::s ....I 0 I I 02/08/2016 I JCH I RWF I JBB I 21509510 z 0 (9 w 0:::: 0 Q 0:::: (3 I- SIGNING & STRIPING PLAN SHEET NUMBER SS101 lAND USE# SDR2D15-00004 rFsPEE~ I I 1401 ~-~ 0 0 rr=-------11 ii sw CORIANDER Ln l1 t.:: _______ ::J STOP (' ONLY R3-8 TYPE 'WI" 30' x 30' £:\101 RI-/ TYPE "R' \'_':'.Y 36' x 36" 2 REQUIRED I REQUIRED N 0 -<f) "' .0 ro f- 1 _;;. 0 i E ~I O> CJ? ~ -c -~ ~ -;; O> ~ " © {'; ffi ~ ~ ~ co &' §' ;g ~ 0 ' -§ "' "' "-"" ,__ .cc " -.. "' ~~ '° ' '° --N om "'! ~ ~& ~:s: "' .. (fJ :i:: 0 ~ a: u:: IFsPEE~ I I 1251 ~-~ 0 ~-------::11 1l sw HAWKS BEARD st l1 L.:= _______ =-_J BEGIN RIGHT TURN LANE M YIELD TO BIKES ~ R4-4 TYPE 'WI" ~ 36' x 30' I REQUIRED EXISTING rriARKJNG ~ I IN THIS I ~Og}) 0 ~fSUMMER LAKE11i 1 PARK 1 ~-~--JJ SIGNS (FNO, I PARKING THIS I ~oc~ 0 ~fsUMMER LAKf11 1 PARK 1 ~---~JJ PROPOSED SIGNS 3 1-6" ~ TYPE "G' ~ 42" x 12' 2 REQUIRED 5'-6" ~I 4.s~ sw Hawks Beard st }s"c ~ TYPE 'G' ~ 66" x 12' 2 REQUIRED ~ CITYOFTIGA~ I ADOPT-A-I I STREET I I BEBEKAND I ~SSOCIATE~ -- 0 ® ANYTIME .... ~ TYPE "W2'' ~ 12' x 18" I REQUIRED (if WELCOME ~ I TO THE CITY OF I I TIGARD I I 48,695 I I BEST COMMUN!llES I ~---~ ® ANYTIME .... TYPE "W2" 12' x 18" I REQUIRED 0 ....I ~ I--~ co :::::> CJ) I--~ 0:: w a.. o• • z--· • -. (JI -Id • I--; < z ~ .. 8:q 0 If """ • !t i! o• 1° ~ ~ ~ ~ <( II ~QM° o!! • i!i i !! • 0 z-~ ... 0 < (JI ~ .J 0 Id • I-• I-~ ~~ Cf) a.. I-:::::> z 0 w 0:: ~ (!) I-0:: CJ) 0::: w z ....I <( -I-<( a... 0:: z I-<( <( w 0 0 a.. C> 0 0 w (!) a::: 0::: z 0 z <( <( ~ -....I 0 z <.9 ....I a::: (!) 0 <( -C> -CJ) I-I I- in z 0 ;:: "-°' u "' UJ Cl w ~ EXPIRES: 12/3112017 DATE I 02/0812016 DRAWN I JCH DESIGNED I RWF CHECKED I JBB PROJECT# I 21509510 SHEET TITLE SIGNING & STRIPING PLAN SHEET NUMBER SS102 LAND USE# SDR 2015-00004 SIGNING DETAILS GENERAL SIGNING NOTES: 1) Contractor Shall Supply And Install All Signs, And Is Responsible For Staking Sign Locations And Obtaining Utility Locates For Staked Sign Locations. Signs Shall Be Located Per Typical Sign Location Or As Shown On Plans. IT JS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE FINAL STREET NAMES WITH THE CITY ENGINEERING OFFICE BEFORE ORDERING AND INSTALLING STREET NAME SIGNS. 2) All Signing Shall Conform To The Manual On Uniform Traffic Control Devices and the Permanent Signing Legend. 3) Verify FINAL Street Names Before Ordering And Installing) Material For All Street Name Signs Per "Signing Materials" Suffixes Abbreviations Per •common Abbreviations• 4) Posts A Minimum Of 2 X 2 Inch X 10 Foot Galvanized "Unistrut Telespar" Or 12 Gauge Perforated Posts Or Approved Equivalent Shall Be Used. A 2 X 2 Inch X 12 Foot (min.) 12 Gauge Galvanized "Unistrut Telespar" Or 12 Gauge Perforated Posts Or Approved Equivalent Shall Be Used When A Combination Of Signs Is More Than 36 Inches In Height. Sign Combination And Minimum Sign Mounting Height Shall Determine Post Length. Sign Posts And Anchors Shall Be Installed Per ''Typical Sign Installation• No Other Type Of Post Shall Be Used Unless Prior Approval Of The City Traffic Engineer Is Obtained. 5! Signing material ~ Sign Post -0 A! Minimum retroreflectivlty levels shall meet MUTCD table 2A-3 BJ Minimum sheeting type shall be ASTM Ill Prismatic CJ Fluorescent yellow-green shall be used for school related signs 4" l.D. PVC, 118" Wall Thickness ____ Sign Post Anchor Sleeve -ll--Sign Post Anchor -11---Sign Post Surfac e Finished Grade ·gn Post Anchor -0 0 2" S1 Face Sign I 5116" Galv. Or ~~..----,Aluminum Alloy Washer 0 0 0 0 0 0 0 0 0 To Subgrade 0 0 0 0 0 0 0 0 0 0 0 ~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 4" l.D. PVC Slee ve Sign Post Anch or Sleeve NOT ES: 1. Fill With Compacted Sand. 2. All Dimensions Are In Inches. 3. Fo r Sign Installation In Hard Surfaces Such Asphaltic Concrete And Portland Cement ncrete For Roads, Raised Mediansflslands d Sidewalks. As Co An 4. Du ring Construction, Prior To Installing The ns, Install A Plug Into Or A Cap Onto Sig Th e Top Of The PVC Sleeve To Keep Debris t Of The Sleeve. Ou 5. Se e Drawing 6510, Permanent Signing gend, For The Details Of The Sign Post chor Assembly. Le An STANDARD DETAIL SIGN POST INSTALL IN P.C. CONCRETE OR ASPHALT 0 0 0 0 0 0 0 0 0 0 2"to4" 0 ~~:Post ,,.,--Sleeve Anchor 3/8''x 7116" Drive Rivet Anchor Sleeve 2Y:z"x2Y:z", 18"deep Anchor 2% X 2%", 36"deep Sign Post 2" X 2", 12"deep 318" x 7116" ,LU~--Drive Rivet TYPICAL SIGN INSTALLATION NTS 4" Z' I 2" MUTCD TABLE 2D-2: RECOMMENDED MINIMUM LETTER HEIGHTS ON STREET NAME SIGNS Type Of Mounting Type Of Street Or Highway Speed Limit Blank Height Recommended Minimum Letter Height Overhead All Types All Speed Limits 241nches Post Mounted Multi-Lane More Than 40 MPH 18 Inches Post Mounted Multi-Lane Less Than 40 MPH 12 Inches Post Mounted 2-Lane All Speed Limits 12 Inches* *On local 2-Lane Streets With Speed Limits of 25 MPH or Less, 8" Blank With 4" Initial Upper-Case Letters And 3" Lower-Case Letters May Be Used. Initial Upper Case 12 Inches** 8 Inches 6 Inches 61nches* **For Dual Stacked Overhead Signs Or Overhead Signs Where Standard Letter Heights Yield Sign Sizes Longer Than 12' In Length, 8" Initial Upper-Case with 6" Lower-Case Letters May Be Used. J ,~,. T SW Taylor st /) 2.5" _L Street Name S!gns: Lower Case 9 Inches** 6 Inches 4.5 Inches 4.5 Inches* I SW 9Qth l-1J T Ave+ l AJ It Is the contractors responslb!/!ty to ver!fy the f!nal street names with the C!ty before order!ng and !nstall!ng street name s!gns. BJ Street name s!gns for cross streets shall be des!gned to the standard for the road approach!ng the cross street. CJ Use flat blade aluminum blanks. DJ Post mounted street name s!gns shall be two (2J sided, without borders and be 6" 3" I SW 311 . Taylor st J ...::: } Installed on top of post with special brackets. EJ Overhead street name signs shall be one (!J sided and be Installed with Pe/co brackets or equivalent bonding type adjustable brackets. I SW 8" 5"1 SW 5" . I SW 9Qth Ave J# I Taylor st I·::: I 9Qth Ave Jf I ,,._._Typical Street Name Sign Installation For Local & Collectors Intersections. FJ Prefixes shall be used for all street name s!gns. Pref!xes: all upper case letters Suff!xes: upper and lower case letters Superscr!pt for numerical street names: all lower case letters GJ All street name sign text. exludlng superscr!pt. shall be center just/fled. HJ Common abbrev!atrons : use MUTCD table IA-I, w!th these exceptions: Ave=Avenue; L~Loop; Ln=Lane; Wy=Way Sign Tree\ MajorSteet SignTree~ f CROSS INTERSECTION "'-sign Tree TEEINTERSECTON TYPICAL SIGN LOCATIONS NTS __. <( I- I--~ m ::) Cf) I--~ 0::: w a.. en a.. I-::) z 0 w 0::: ~ (!) I-0::: Cf) 0::: w z __. <( -I-~ Q_ 0::: z <( <( 0 w 0 a.. (!) 0 0 w (!) a::: 0::: z 0 z <( <( --__. Cl z (.9 __. a:::: (!) 0 <( -(!) -I-Cf) I -I- in ---- ---- z 0 ti: °' 13 0 -------- -------- ~ " , PRor,, ,_;,;i, <.;"'GI NE;;-1;> ~ 77961 y f'?J~ ~ EGON ~ v,yE 1 io:J-.' if • <()'f 8'J?ADL>'-'{ EXPIRES: 12/3112017 DATE I 021oa1201 s DRAWN I JCH DESIGNED I RWF CHECKED I JBB PROJECT# I 21509510 SHEET TITLE SIGNING & STRIPING PLAN SHEET NUMBER SS103 LAND USE# SOR 2015-00004