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Plans (80) SIT2017 - 00028 RECEIVED OCT 24 ?017 TIGARD HAMPTON INN & SUITES VA"fl,nOOFAPEPERMIT IT cLDINGDGAI THE ISSUANCE STAPERMIT B[{Ij,�((1i(�T�[VISlON BASED ON CONSTRUCTIOp DOCUMENTS AND OTHER PBS DATA SHALL NOT PREVENT 11795 SW 69TH AVENUE THE CODE OFFICIAL FROM Engineering + REQUIRING THE CORRECTION Environmental OFERRORS.OSSC 105A 314 W 15th Street TIGARD, OREGON Vancouver, WA 98660 :it of Tigard Erosion Control 360.690.3488SDR2017-00003 www.pbsenv.com To Schedule Inspections: Call (503) 639-4175 • C F nedLy Initial inspection: Prior to footing imiowfim � D @� Final inspection: 71 dELPPAvitF,o Prior to final buildhg InepwUm Engineeri Environm ij NOU I DRAWING INDEX �. °y 5's9 irq. v;11@ TAX LOT TAX Lor TAX LOT 3100 STORMWATER DITCH �E TAX LOT DWG NO. DESCRIPTION V 1 E-� 2700 2800 2000 (NO-WORK ZONE) CO.0 COVER V 17.09.04 COA MASTER LEGEND AND GENERAL NOTES =`: IRES: 12/31/18 CO.2 NOTES JC1.0 EXISTING TOPOGRAPHIC SURVEY- NORTHWEST SURVEYING INC. S.W. BAYLOR STREET I C2.0 GRADING PLAN - - - - - - - - - _ C3.0 SITE IMPROVEMENT PLAN } l -SW 69TH AVENUE- c4.0 STORMWATER PLAN W W LJ " + T + + + + + " C5.0 SANITARY SEWER AND WATER PLAN C6.0 SW 69TH AVENUE PLAN AND PROFILE W . : , �, Q C6.1 SW CLINTON STREET PLAN AND PROFILE Lu W PR PERTY Q - - C ?•- •- •+...� +� C6.2 SW CLINTON STREET PROFILE Q Q d Qom: . : . . . . . . . . . . . . . . . . . . : . . C6.3 SW 70TH STREET PLAN AND PROFILE _ _ _ _ '1 .' C7.0 SIGNING, STRIPING, AND SIGHT DISTANCE PLAN LU a 0) C8.0 SITE IMPROVEMENT DETAILS CID (D to C8.1 SITE IMPROVEMENT DETAILS O TAX LOT 1900 HAMPTON INN & SUITES C8.2 PRIVATE PLANTER DETAILS W C6 Z 18-1-36DD I C8.3 PUBLIC INFILTRATION PLANTER DETAILS W i¢ T 6 OL00T C8.4 PUBLIC INFILTRATION PLANTER DETAILS C8.5 STORMWATER AND SANITARY SEWER DETAILS 0 S.W. CLINTON STREET 2 I:_: C8.6 STORMWATER DETAILS Z (D - - - - - - - - - --- C8.7 WATER DETAILS Z W W = I. . p C8.8 WATER DETAILS W C8.9 SIGN DETAILS Z N W Q I I 6, 6, 6 & 8 4 : C9.0 SIGN DETAILS LL HOUSEC9.1C9.1 PUBLIC STRIPE DETAILS = W C0 U)Q W I p y' Z C9.2 PRIVATE STRIPE DETAILS F„ ' Z W +• O C9.3 MISCELLANEOUS DETAILS O O CN Z_ J I I .' O j ECO 1200-CN EROSION AND SEDIMENT CONTROL COVER Z EC1 1200-CN DEMOLITION AND EROSION CONTROL PLAN Q ` J EC2 1200-CN EROSION AND SEDIMENT CONTROL PLAN 1.1. CA m U I EC3 1200-CN EROSION AND SEDIMENT CONTROL DETAILS C [GARAGEHOU5EL1.0 LANDSCAPE PLAN C Cn I > L1.1 TREE CANOPY PLAN Q LO S.W. DARTMOUTH STREET L1.2 TREE SOIL PLAN T Q� . ._� t PLANS BY OTHERS: 0 r A100 ARCHITECT'S SITE PLAN n/ - A200 ARCHITECT'S GARAGE FLOOR PLAN LL TRX LOT A201 ARCHITECT'S LOBBY FLOOR PLAN Q HWSE 7001 A202 ARCHITECT'S SECOND FLOOR PLANLOT '^ TAX 1-36DD 0 A203 ARCHITECT'S THIRD FLOOR PLAN V 1s-1-3soD I A204 ARCHITECT'S FOURTH FLOOR PLAN A205 ARCHITECT'S ROOF PLAN SITE VICINITY MAP I. - . _ _ _ A300 ARCHITECT'S NORTH ELEVATIONS " SCALE: NONE PERSPECTIVE j .: - : + _ A301 ARCHITECT'S WEST ELEVATIONS ,{� "••. • A302 ARCHITECT'S SOUTH AND EAST ELEVATIONS -SW 70TH AVENUE- - - - - - A5.1 ARCHITECT'S 69TH AVENUE _ - A5.2 ARCHITECT'S SOUTH WEST CORNER VIEW - - - - - - A5.3 ARCHITECT'S NORTH EAST CORNER VIEW _ - A5.4 ARCHITECT'S PARKING LOT PERSPECTIVE TAX LOT TAX LOT TAX LOTS .. 3500 3503 26°° UTILITY NUMBERS "OUSE „OUSE "OusE CITY OF TIGARD -WASTEWATER AND STORM 503.718.2704 V PORTLAND GENERAL ELECTRIC 503.672.5483 J TUALATIN VALLEY WATER DISTRICT 503.848.3000 J 1 FRONTIER COMMUNICATIONS 503.641.4463 N TUALATIN VALLEY FIRE AND RESCUE 503.259.1504 IL COMCAST 503.596.3809 V _ NW NATURAL GAS 503.226.4221 O i I HORIZONTAL DATUM THE BASIS OF BEARINGS ARE FROM SURVEY NUMBER 30,651, 0' 20' 40' 80' WASHINGTON COUNTY SURVEY RECORDS, SITE SUMMARY: PARCEL#S: 1S136DD02100, 1S136DD02200, 1S136DD02300, SCALE: 1" = 40' VERTICAL DATUM71 ELEVATIONS SHOWN HEREON ARE NAVD29. Y 1 S 136DD02400,1 S 136 D D02500 I 0 EXTENTS OF PROJECT: 80,703 SF/1.85 ACRES I BENCHMARK ZONING DISTRICT: MUE (MIXED USE EMPLOYMENT) F QUARTER SECTION: SE Y4 OF SECTION 36, T1S, R1W, W.M. °. __ SITE BENCHMARK: o } CITY OF TIGARD BENCHMARK NUMBER 224. THE BENCHMARK IS A BRASS DISK LOCATED IN THE CURB AT THE NORTHWEST CURB m NEW SITE DATA: I RETURN AT THE INTERSECTION OF SW DARTMOUTH AND SW 69TH AVE. E EXTENTS OF PROJECT: 80,703 S.F. ELEVATION = 273.51' a FOOTPRINT: 23,542 S.F. ON-SITE IMPERVIOUS AREA: 44,881 S.F. N ON-SITE PERVIOUS AREA: 12,280 S.F. ON-SITE PARKING STALLS: 121 CMOFTIGAM RECEIVED a' WATER SERVICE: TUALATIN VALLEY WATER DISTRICT REVIEWED FOR CODE COMPLL&NC8 SANITARY SEWER SERVICE: CITY OF TIGARD Approvedt t,A--' OCT 2 4 2017 w STORM WATER DRAINAGE: CITY OF TIGARDz 'o ELECTRICAL SERVICE. PORTLAND GENERAL ELECTRIC OTCI t j CITY OF TIGARD BUILDING SETBACKS: PER SITE COVENANT REQUIREMENTS Permit ,,, PL4NNINGItNGiNEERING LU BUILDING HEIGHT: PER CITY OF TIGARD STANDARDS Addrefatt Ct'Cj - ) � � r SOLID WASTE STORAGE PROVIDED: 347 S.F. Suite DOM* 2 z GENERAL INFORMATION : Illy , PROJECT 70976.002 o APPLICANT/PROPERTY OWNER: ENGINEER: ARCHITECT: A GEOTECHNICAL DRAWN: PVR REPORT IS REQUIRED m DVKOCR, LLC. PBS ENGINEERING + ENVIRONMENTAL HILL ARCHITECTS BEFORE THE FOOTING CHECKED: TDL ATTN: ALKESH PATEL ATTN: TIM LEAVITT, P.E. ATTN: LLOYD HILL, AIA INSPECTION IS APPROVED 1419 W MAIN STREET # 114 314 WEST 15TH STREET 1750 BANKENSHIP ROAD DATE: SEPTEMBER 2017 E BATTLE GROUND, WA 98604 VANCOUVER, WA 98660 WEST LINN, OREGON 97068 DWG NO. SHEET NO. 8 PH: 360.687.8881 PH: 360.567.2119 PH: 503.305.8033 Know what's below. OFFICECOPY d EMAIL: alkesh@trupadi.com EMAIL: tim.leavitt@pbsusa.com EMAIL: Iloyd@hillarchitects.com Call before you dig. C0 . 0 OF L 34 PLAN SHEET LEGEND: PLAN SHEET ABBREVIATIONS: PBS ENGINEERING + ENVIRONMENTAL TUALATIN VALLEY WATER DISTRICT TUALATIN VALLEY WATER DISTRICT CONSTRUCTION FENCE ABBREVIATION DESCRIPTION GENERAL NOTES CONSTRUCTION NOTES SHUTDOWN SEQUENCING NOTES BW BOTTOM OF WALL 280- DESIGN CONTOUR CB CATCH BASIN THESE NOTES ARE SUPPLEMENTAL TO THE GENERAL CONSTRUCTION NOTES PROVIDED BY THE PRESIDING AGENCY(S). 1. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TVWD STAMPED APPROVED PLANS ON CO CLEANOUT 1. CONTRACTOR TO POTHOLE AND VERIFY LOCATION, ELEVATION, AND SIZE EXISTING CONTOUR COT CITY OF TIGARD PROJECT MOBILIZATION THE CONSTRUCTION SITE AT ALL TIMES. OF EXISTING WATER MAIN. DIP DUCTILE IRON PIPE PBS SAWCUT LINE D�W DRIVEWAY 1. LOCATION OF EXISTING UTILITIES IS APPROXIMATED AND REFERENCED FROM VARIOUS SOURCES, INCLUDING READILY 2. NOTIFY TVWD WATER DIVISION, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO 2. CONSTRUCT RELOCATED 8" DI MAIN IN POLYETHYLENE ENCASEMENT SCHEDULE A PRECONSTRUCTION MEETING. TELEPHONE 503.848.3000. EG EXISTING GRADE AVAILABLE AS-BUILT DOCUMENTATION FROM THE PRESIDING JURISDICTION, FRANCHISE UTILITIES AND THE PROJECT (PER TVWD ADDENDUM 3 AND DETAIL 2). INSTALL 1" COMBINATION AIR Engineering neeri n + - STORMWATER LINE FG FINISH GRADE TOPOGRAPHIC SURVEY. AND VACUUM VALVES AT ALL INTERMEDIATE HIGH POINTS (PER TVWD 9 g FF FINISH FLOOR 3. ALL WORK SHALL BE ARDS,ACCORDANCE WITHAWWA(AMERICAN WATER WORKS DETAIL 601). Environmental W WATER LINE FLG FLANGE FITTING 2. THE CONTRACTOR SHALL THOROUGHLY REVIEW THESE DOCUMENTS FOR CONFLICTS WITH EXISTING AND PROPOSED ASSOCIATION) STANDARDS. IE INVERT ELEVATION UTILITIES. ALSO, THE CONTRACTOR SHALL FIELD LOCATE AND VERIFY ALL EXISTING UTILITIES PRIOR TO ORDERING OF 3. CONTRACTOR TO FLUSH, DISINFECT, AND TEST RELOCATED 8" MAIN 314 W 15th Street ss SANITARY SEWER LINE L LENGTH CONSTRUCTION MATERIALS AND PRIOR TO COMMENCING WITH EXCAVATION WORK. 4. ALL WORK WILL BE INSPECTED AND APPROVED BY TVWD. PRIOR TO CONNECTION TO EXISTING MAIN. COORDINATE WITH TVWD FOR Vancouver, WA 98660 3488 MJ MECHANICAL JOINT FITTING INSPECTION AND TESTING. 360.690. EASEMENT PL PROPERTY LINE 3. THE CONTRACTOR SHALL MAKE IMMEDIATE NOTIFICATION TO THE OWNER, OWNER'S REPRESENTATIVE AND ENGINEER OF 5. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW MANUFACTURE www.pbsenv.cv.com RW RIGHT OF WAY RECORD ANY OBSERVED CONFLICT BETWEEN EXISTING CONDITIONS AND PROPOSED CONSTRUCTION. AND MADE IN THE USA. PIPE SHALL BE "TYTON" JOINT DUCTILE IRON, CLASS 52. ALL 4. UPON APPROVAL OF TESTING BY TVWD, COORDINATE WITH TVWD FOR RIP RAP SD STORM PIPE FITTINGS SHALL BE MJ (MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED. SHUTDOWN OF EXISTING MAIN. TVWD'S INSPECTOR WILL PROVIDE NOTICE ��J PROFFS SFMH STORM FILTER MANHOLE 4. THE OWNER, THE OWNER'S REPRESENTATIVE(S), AND THE ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR TO EFFECTED CUSTOMERS. \�� G r N F S/ AREA OF FILL SL SLOPE CONSTRUCTION COSTS AND/OR DELAYS ASSOCIATED WITH CONFLICTS THAT OCCUR ONCE CONSTRUCTION HAS BEGUN. 6. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL F SSCO SANITARY SEWER CLEANOUT SHALL BE '/:'-0" GRAVEL. 5. CONTRACTOR TO PROVIDE WRITTEN SEQUENCE SHUTDOWN PLAN TO AREA OF CUT SSMH SANITARY SEWER MANHOLE 5. CONTRACTOR WILL BE HELD FULLY LIABLE FOR ANY DAMAGE TO EXISTING UTILITIES NOT PROPERLY LOCATED. TVWD WITH A MINIMUM 2-WEEK NOTIFICATION PRIOR TO SHUTDOWN OF 7. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36OF FINISHED GRADE, OTHERWISE ST STORMWATER " EXISTING MAIN. CONTRACTOR IS LIMITED T04-HOUR SHUTDOWN(S), a E 'ONSTCX STORMWATER CROSS VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. TUESDAY THROUGH THURSDAY.ASPHALT PAVEMENT 6. THE PROJECT LIMITS AND LIMITS OF CONSTRUCTION ARE DELINEATED IN THESE DOCUMENTS, AND ARE TYPICALLY BOUNDED git ly s Tim LSTMIT STORMWATER INFILTRATION TRENCH gY RIGHT-OF-WAY OR PROPERTY LINES. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY CONFLICTS OR cn Tilh Lp p=P6 a STMH STORMWATER MANHOLE 8. HYDRANT INSTALLATION SHALL CONFORM TO STANDARD DETAILS 100, 101, AND 102 AS 6. CONTRACTOR TO PROVIDE WRITTEN DE-WATERING PLAN FOR THE E ginee E v'� rk CONCRETE PAVEMENT PERCEIVED AMBIGUITY WITH THE DELINEATION OF THE PROJECT AREA. WELL AS SECTION 3.7 OF ANSI/AWWA C600, EXCEPT WHERE OTHERWISE SPECIFIED. �� STT STORM WATER TRENCH EXISTING PIPE AND TRENCH. EFFORTS SHALL BE MADE TO NOT ALLOW =Civil Eng LANDSCAPE AREA STTEE STORMWATER TEE 7. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS PRIOR TO PROCEEDING WITH WORK WITHIN THE PROJECT LIMITS CONNECT TO EXISTING MAINS WITH TAPPING SLEEVE AND GATE VALVE INSTALLED PER WATER FROM THE DITCH TO ENTER PIPING. PROVIDE ADEQUATE SUMP e - 1 - TC TOP OF CURB SECTION 3.3.0 AND STANDARD DETAIL 8. TAPPING VALVE SHALL BE FLANGE BY MJ GATE AND PUMPS AT THE CONNECTION POINTS. IT SHALL BE AT HE TVWD'S D OR WITHIN THE PUBLIC RIGHT-OF WAY. O' COVERED AREA TP TOP OF PAVEMENT VALVE AND SHALL MATCH HYDRANT LINE SIZE. FOR HYDRANT INSTALLATIONS IN SOLE DISCRETION TO ALLOW CONNECTION TO THE WATER SYSTEM. TR TOP OF ROOF 8. AT LEAST 48 HOURS PRIOR TO BEGINNING SITE WORK ACTIVITY, THE CONTRACTOR SHALL CONDUCT A PRE-CONSTRUCTION CONJUNCTION WITH NEW MAI CONSTRUCTION, CONNECT TO MAIN WITH STANDARD MJ T-CUT AREA TVWD TUALATIN VALLEY WATER DISTRICT CONFERENCE WITH THE OWNER, OWNER'S REPRESENTATIVE(S) AND ENGINEER OF RECORD. AT THIS MEETING, THE BY MJ BY FLANGE TEE FITTING AND FLANGE BY MJ GATE VALVE. DO NOT EXCAVATE 7. CAP OR PLUG SECTIONS OF EXISTING MAIN AT BOTH ENDS OF TW TOP OF WALL CONTRACTOR IS TO REVIEW LINES OF COMMUNICATION, SCHEDULE OF WORK AND COORDINATION OF NECESSARY BELOW SUB BASE GRADE. BACKFILL OVEREXCAVATED AREAS WITH CRUSHED ROCK PER ABANDONMENT. COORDINATE INSPECTION WITH TVWD. PIPE ANDD •O STORMWATER MANHOLE TYP TYPICAL INSPECTIONS. THE REQUIREMENTS OF SECTION 2.2.B TO PROVIDE A FIRM FOUNDATION. PROVIDE A FITTINGS SHALL SWABBED AND A VISUAL PRESSURE TEST WILL BE UPC UNIFORM PLUMBING CODE SQUARE, LEVEL, CONCRETE PIER BLOCK UNDERNEATH THE HYDRANT. BLOCK SHALL BE CONDUCTED. ® DITCH INLET `W/ WATER LINE 9. AFTER INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES, AND PRIOR TO BEGINNING SITE WORK ACTIVITY, THE EIGHT INCHES THICK AND 12 INCHES ON EACH SIDE. PLACE HYDRANT CAREFULLY TO WIC{ .AVOID DAMAGE TO THE PIER BLOCKJOINTING PROCEDURES SHALL CONFORM TO CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD AT LEAST 24 HOURS IN ADVANCE, FOR COMPLETION OF AN 8. UPON ACCEPTANCE, COORDINATE WITH TVWD TO PUT MAIN IN SERVICE /^ • BIORETENTION OVERFLOW EROSION CONTROL INSPECTION. SECTION 4.3 OF ANSI/AWWA C600. ALL JOINTS SHALL BE RESTRAINED USING MJ V AND TO FLUSH MAIN. TVWD TO TAKE WATER WATER QUALITY SAMPLE. C ; RESTRAINED JOINT FOLLOWER GLANDS PER CHAPTER 3. AFTER HYDRANT IS IN PLACE LU EXISTING CONDITIONS LEGEND AND CONNECTED TO THE PIPELINE, PLACE TEMPORARY BLOCKS TO MAINTAIN THE 9. CONTRACTOR SHALL BE THE SOLELY RESPONSIBLE FOR OBTAINING LL DRAINAGE ARROW 10. UPON MOBILIZATION ONTO THE PROJECT SITE AND THROUGH TO FINAL CONSTRUCTION ACCEPTANCE FROM THE OWNER, THE r (FROM TOPOGRAPHIC SURVEY) CONTRACTOR SHALL PROTECT AND MAINTAIN EXISTING AND NEWLY CONSTRUCTED STORMWATER INFRASTRUCTURE FROM HYDRANT IN A PLUMB POSITION DURING SUBSEQUENT WORK. PLACE GEOTEXTILE PASSING WATER QUALITY SAMPLES. ANY EFFORTS BEYOND SAMPLING BY E CAP SEDIMENTATION. THE CONTRACTOR SHALL ROUTINELY INSPECT (MINIMUM ONE INSPECTION PER WEEK, OR AFTER A FABRIC ON BASE ROCK BEFORE PLACEMENT OF DRAIN ROCK AROUND BASE BLOCK AND TVWD SHALL BE BILLED TO THE CONTRACTOR ON A TIME AND MATERIALS TREE STUMP F7 SIGNIFICANT STORM EVENT)STORMWATER INFRASTRUCTURE FOR SIGNS OF SEDIMENTATION OR DAMAGE OTHERWISE, AND HYDRANT BOTTOM AFTER HYDRANT HAS BEEN PLACED. THE DRAIN ROCK POCKET BASIS AT TVWD'S DISCRETION. //� W THRUST BLOCK TAKE NECESSARY STEPS TO MAINTAIN THE FUNCTIONING, INTEGRITY AND CLEANLINESS OF STORMWATER STRUCTURES. SHALL BE NOT LESS THAN FOUR CUBIC FEET, AND THE TOP OF GRAVEL SHALL BE NOT U) DECIDUOUS TREE 0 LESS THAN SIX INCHES ABOVE THE HYDRANT DRAIN OPENING. ONCE DRAIN ROCK IS IN CITY OF TIGARD Q ® PLACE BRING REMAINING GEOTEXTILE FABRIC OVER THE TOP OF THE DRAIN ROCK. DO STRADDLE BLOCK REMOVAL OF STRUCTURES/MATERIAL DISPOSAL/BACKFILLING Z NOT CONNECT DRAINAGE SYSTEM TO SEWER. SET ALL HYDRANTS PLUMB AND NOZZLES CONIFEROUS TREE PARALLEL WITH, OR AT RIGHT ANGLES TO, THE CURB. WHEN PLACED BEHIND THE CURB GRADING PLAN PERMIT NOTES Z `w �4 z 0 WATER VALVE YYY "��� 1. IN THE EVENT OF AN INADVERTENT DISCOVERY OF POSSIBLE CULTURAL MATERIALS, INCLUDING HUMAN REMAINS, ALL WORK OR SIDEWALK, SET HYDRANT BARREL SO THAT NO PORTION OF THE PUMPER HOSE Z / Z O FIRE HYDRANT WILL STOP IMMEDIATELY IN THE VICINITY OF THE FIND. A 30 METER BUFFER SHOULD BE PLACED AROUND THE DISCOVERY 1. THIS GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF °a WATER METER WITH WORK BEING ABLE TO PROCEED OUTSIDE OF THIS BUFFERED AREA UNLESS ADDITIONAL CULTURAL MATERIALS ARE NOZZLE CAP IS LESS THAN 18 INCHES FROM THE TOP FACE OF THE CURB OR BACKSIDE SITE GRADING, EMBANKMENT OR STRUCTURAL FILL WORK; IT MERELY Q W Z WATER METER ® OF THE SIDEWALK (IF CURBTIGHT). WITH THE PUMPER NOZZLE FACING THE CURB, SET 9 ENCOUNTERED. THE AREA WILL BE SECURED AND PROTECTED. PROVIDES FOR INITIATION OF WORK AND IS SUBJECT TO CHANGE war HYDRANTS SO THAT THE SAFETY FLANGE IS A MINIMUM OF THREE INCHES ANDA Z = J BLOWOFF VALVE WATER VALVE �4 PENDING CITY APPROVAL OF THE ENTIRE CONSTRUCTION-DEVELOPMENT MAXIMUM OF SIX INCHES ABOVE FINISHED GRADE OR SIDEWALK LEVEL. IMPROPERLY O 0 W THE PROJECT MANAGER/LAND MANAGER WILL BE NOTIFIED. THE PROJECT/LAND MANAGER WILL NOTIFY THE STATE HISTORIC PLAN SET. 1 FIRE HYDRANT MAILBOX ® PRESERVATION OFFICE (SHPO). IF POSSIBLE HUMAN REMAINS ARE ENCOUNTERED, THE OREGON STATE POLICE, COMMISSION POSITIONED HYDRANTS SHALL BE DISCONNECTED AND RELOCATED AT THE CONTRACTOR'S EXPENSE TELEPHONE MANHOLE O ON INDIAN SERVICES (CIS), SHPO, AND APPROPRIATE TRIBES WILL ALSO BE NOTIFIED. . 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. /� WTHE to CHECK VALVE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE li U++ TELEPHONE/TELEVISION RISER ® 9. EACH FIRE HYDRANT SHALL BE INSTALLED UPON APRE-FORMED CONCRETE BLOCK W OREGON STATE POLICE: CHRIS ALLORI 503-731-4717 WITH 1Y2 CUBIC YARDS OF CRUSHED 2"-%" DRAIN ROCK. TARPAPER WILL BE LAID ON ACTION, AT ANY TIME. W Z o SANITARY SEWER CLEANOUT GAS METER ® CIS: KAREN QUIGLEY 503- 986-1067 � TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. W APPROPRIATE TRIBES: AS DESIGNATED BY CIS 3. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE Q LO (n SANITARY SEWER MANHOLE GAS VALVE - SHPO: DENNIS GRIFFIN 503-986-0674, JOHN POULEY 503-986-0675, OR MATT DIEDERICH 503-986-0577. CONTROL IS REQUIRED AT ALL TIMESTHE CITY MAY ORDER STOPPAGE T �+ 10. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OFA i GUY WIRE ANCHOR .WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6"THICK FOR A OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. I� STREET LUMINAIRE NO WORK MAY RESUME UNTIL CONSULTATION WITH THE SHPO HAS OCCURRED AND A PROFESSIONAL ARCHAEOLOGIST IS ABLE r UTILITY POLE NO OF 10 FEET ON BOTH SIDE OF THE CROSSING. WHERE CROSSINGS ARE TO ASSESS THE DISCOVERY. NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18" 4. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION RETAINING WALL ^/ SIGNY.. IF HUMAN REMAINS ARE ENCOUNTERED, DO NOT DISTURB THEM IN ANY WAY. DO NOT CALL 911. DO NOT SPEAK WITH THE MEDIA OF SEPARATION BELOW THE WATER LINE. OR FILLS TO BE CONSTRUCTED ON BUILDABLE LOTS SHALL BE FROM EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS y SIGN FOUND PROPERTY CORNER MONUMENT • SECURE THE LOCATION. DO NOT TAKE PHOTOS. THE LOCATION SHOULD BE SECURED AND WORK WILL NOT RESUME IN THE ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO EXCEED AREA OF DISCOVERY UNTIL ALL PARTIES INVOLVED AGREE UPON A COURSE OF ACTION. 11. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH)SHALL 8" LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF ® MAILBOX RIGHT-OF-WAY LINE BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH MAXIMUM DENSITY AS OBTAINED BY AASTHO T-180 COMPACTION TEST. A PROFESSIONAL ARCHAEOLOGIST MAY BE NEEDED TO ASSESS THE DISCOVERY AND THEY WILL CONSULT WITH SHPO AND A STATIC PRESSUREGREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES BICYCLE RACK BOUNDARY LINE APPROPRIATE TRIBAL GOVERNMENTS TO DETERMINE AN APPROPRIATE COURSE OF ACTION. THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI, 5. STRUCTURAL FILLS SHALL COMPLY WITH APPENDIX CHAPTER 33 OF THE PROPERTY LINE - 12. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO UNIFORM BUILDING CODE. CONSTRUCTION ON EXISTING SLOPES ® MODIFIED CURB INLET ARCHAEOLOGICAL EXCAVATIONS MAY BE REQUIRED. THIS IS HANDLED ON A CASE BY CASE BASIS BY THE PROFESSIONAL GREATER THAN 5:1 SHALL BE ACHIEVED BY BENCHING INTO THE EXISTING CENTERLINE _ __ _ __ _ _ ARCHAEOLOGIST AND PROJECT MANAGER, IN CONSULTATION WITH SHPO AND APPROPRIATE TRIBES. EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO BANK A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND SOIL AN [� TRANSFORMER DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL ZA EDGE OF PAVEMENT 2. WHERE ABUTTING STRUCTURE OR A PART OF A STRUCTURE IS TO BE LEFT IN PLACE, MAKE CLEAN, SMOOTH, VERTICAL CUTS DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARD C651-92, THE STATE BE CONSTRUCTED BY INSTALLING NONWOVEN FILTER FABRIC, WITH A SAW OR OTHER APPROVED CUTTING DEVICE TO LINES ESTABLISHED OR AS DIRECTED. HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF EQUIVALENT TO EXXON GTF 12500, ALONG THE BOTTOM OF THE STARTING # CROSS SECTION FENCE LINE -- e e e DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER BENCH, THEN PLACING A SIX INCH LAYER OF 11/2'-3/4" DRAIN ROCK, AND SHEET - - - - - - - 3. EXCAVATION REQUIRED TO PERFORM REMOVAL OF STRUCTURES AND OBSTRUCTIONS WILL BE CONSIDERED INCIDENTAL TO SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 MG/L (MILLIGRAMS PER LITER). FINALLY COVERING THE DRAIN ROCK WITH THE NONWOVEN FILTER GRAVEL EDGE THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM THE REMOVAL WORK. FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH VERTICAL HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE POWER LINE - - - -P"R- - - -PW- FILL BETWEEN TWO TO FIVE FEET AND BE COMPACTED IN LAYERS NOT TO 4. ALL DISPOSAL MATERIAL BECOMES THE PROPERTY OF THE CONTRACTOR AT THE PLACE OF ORIGIN, UNLESS OTHERWISE FRESH (POTABLE) WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE EXCEED 8 INCHES. EACH 8-INCH LAYER SHALL BE COMPACTED TO A V OVERHEAD WIRE - - -°"`- - - -ww- DIRECTED BY THE OWNER IN WRITING TO THE CONTRACTOR. DISPOSE OF MATERIAL AT OWN EXPENSE. CHLORINE-WATER SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED) MINIMUM OF 90 PERCENT AASHTO T-180 DENSITY. THE FILL SLOPES SHALL J WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL NOT EXCEED 2:1 AT FINISH GRADE. NO ROCK OR SIMILAR MATERIAL J TELEPHONE LINE a- - - - 5. PROMPTLY AND CORRECTLY REPAIR ANY BREAKAGE OR DAMAGE TO MATERIALS OR ITEMS NOT INTENDED TO BE REMOVED. NONSPORE-FORMING BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS, AT THE END EXCEEDING A 12- INCH DIAMETER SHALL BE ALLOWED IN THE GAS LINE cas- - - - cns- COMPLETE REPLACEMENT OF THE AFFECTED MATERIALS MAY BE REQUIRED IF THE ENGINEER OF RECORD DETERMINES IT OF THE 24-HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL OF A STRUCTURAL FILL.. - - - - NECESSARY. ALL REPAIRS AND REPLACEMENTS WILL BE MADE AT NO COST TO THE OWNER. LEAST 10 MG/L. AFTER SATISFACTORY CHLORINATION, FLUSH THE WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND U STORM SEWER LINE ---- - - -rn- - - -m-- BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. 6. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED O 4. USE APPROVED NATIVE BACKFILL MATERIAL EXCAVATED FROM WITHIN LIMITS OF THE PROJECT, WHICH IS FREE FROM 24 HOURS IN ADVANCE, BY THECONTRACTOR, OF STARTING BENCHWORK V WATER LINE - -- - - -'T°T- - - -""T- VEGETATION AND OTHER DELETERIOUS MATERIAL, AND CONTAINING NO FROZEN GROUND. IF THE ENGINEER OF RECORD TO DETERMINE THE NEED FOR AN UNDERDRAIN LAYER AND TOVERIFY Y DO NOT ALLOW DETERMINES NATIVE MATERIAL IS NOT SUITABLE, IMPORTED BACKFILL (AS APPROVED BY THE ENGINEER OF RECORD)SHALL DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER. EXISTING CONDITIONS. BE USED. DISINFECTION WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL 7 THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL CLEARING AND GRUBBING AS MANDATED BY DEQ. AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION ENGINEER'S REPORT/RECOMMENDATION CHANGES. SOLUTION, THERE WILL BE ANOTHER 24-HOUR RETENTION PERIOD PRIOR TO 1. CLEARING CONSISTS OF: PRESERVING TREES AND OTHER VEGETATION DESIGNATED TO REMAIN IN PLACE; CUTTING AND BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY TVWD. 8. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING REMOVING VEGETATION, SUCH AS WEEDS, GRASSES, CROPS AND BRUSH; REMOVING OTHER VEGETATIVE DEBRIS. 13. OPERATION OF VALVES IN THE TVWD SERVICE AREA IS PROHIBITED. CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES = 2. GRUBBING CONSISTS OF: BRUSHING OF STEMS REMAINING ABOVE THE GROUND SURFACE AFTER THE CLEARING WORK; TREE IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE STUMPS; ROOTS AND OTHER VEGETATION FOUND BELOW THE GROUND SURFACE; PARTIALLY BURIED NATURAL OBJECTS. 14. ALL NEW DI PIPE SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT PER TVWD SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER DETAIL 2 AND ADDENDUM #3 (EFFECTIVE DATE 10/1/2015). F ENCOUNTERED. a 3. REMOVE ALL EVIDENCE OF CLEARING MATTER AND DEBRIS. ALL MATTER AND DEBRIS ACCUMULATED FROM CLEARING AND ° GRUBBING OPERATIONS BECOME THE CONTRACTOR'S PROPERTY. 15. 12" AND LARGER MAINS SHALL BE TR FLEX® OR APPROVED EQUAL PER TVWD 9. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION ADDENDUM 3 (EFFECTIVE DATE 10/1/2015). TESTS. A MINIMUM OF THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET m 4. WITHIN EXCAVATION LIMITS, REMOVE TREE STUMPS, ROOTS, AND OTHER VEGETATION TO A DEPTH OF AT LEAST 0.5 FT BELOW OF FILL. EXCAVATION SUBGRADE OR SLOPED SURFACES. 10, 10. EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 5. CLEAN UP ALL AREAS OF WORK PERFORMED UNDER CLEARING AND GRUBBING OPERATIONS, INCLUDING THE REMOVAL OF (UTILITY PRE-NOTIFICATION, ETC.). LITTER AND ALL OTHER UNDESIRABLE MATERIAL WHICH ARE UNSANITARY, UNSAFE, OR UNSIGHTLY, TO THE SATISFACTION OF THE ENGINEER OF RECORD. P 6. ALL CLEARING AND GRUBBING OPERATIONS AND EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND CROSS SECTIONS ESTABLISHED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER OF RECORD. w i PROJECT CLOSEOUT Z 0 > 1. THE CONTRACTOR'S SURVEYOR IS RESPONSIBLE FOR OBTAINING ACCURATE AS-BUILT CONDITIONS AS REQUIRED FOR APPROVAL BY PRESIDING JURISDICTION(S). SURVEYED INFORMATION SHALL INCLUDE ALL WATER, SANITARY SEWER AND STORMWATER INFRASTRUCTURE (E.G., MANHOLES, CATCHBASINS, VALVES, METERS, RIMS, INVERT ELEVATIONS, PIPE SIZES, 0 ETC.). 0 2. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY OF CONSTRUCTION THAT IS NOT IN GENERAL PROJECT: 70976.002 CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. DRAWN: PVR 3 3. THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD WITH ONE (1) PAPER COPY AND (IF REQUESTED)ONE DIGITAL CHECKED: TDL COPY OF THE AS-BUILT SURVEY. DATE: SEPTEMBER 2017 4. AT SOLE EXPENSE TO THE CONTRACTOR, THE ENGINEER OF RECORD MAY REQUEST ADDITIONAL AS-BUILT SURVEY E DOCUMENTATION, IF IT IS DEEMED THE INITIAL SURVEY IS INADEQUATE. DWG NO. SHEET NO. 2 a b t . I OF 34 CITY OF TIGARD PBS ENGINEERING + ENVIRONMENTAL PBS ENGINEERING + ENVIRONMENTAL PBS ENGINEERING + ENVIRONMENTAL GRADING NOTES SITE IMPROVEMENT NOTES STORMWATER NOTES SANITARY SEWER NOTES 1. THIS GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE 1. CONTRACTOR SHALL FIELD VERIFY THE LOCATION, ALIGNMENT, DEPTH AND 1. CONTRACTOR SHALL FIELD VERIFY THE LOCATION, ALIGNMENT, DEPTH AND 1. CLEANOUT PIPE, FITTINGS AND JOINTS SHALL BE THE SAME SPECIFICATIONS PBS GRADING, EMBANKMENT OR STRUCTURAL FILL WORK; IT MERELY PROVIDES FOR INVERTS OF ALL EXISTING UTILITIES PRIOR TO ORDERING MATERIALS AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND AND SIZE AS FOR MAINLINE PIPE. CLEANOUT CASTINGS ARE TO BE DUCTILE IRON Engineering + INITIATION OF WORK AND IS SUBJECT TO CHANGE PENDING CITY APPROVAL OF BEGINNING CONSTRUCTION. ORDERING MATERIALS. NOTIFY OWNER IMMEDIATELY OF EXISTING UTILITY AND SHALL CONFORM TO ASTM A48 (GRADE 30) PER UPC. CONTRACTOR TO USE THE ENTIRE CONSTRUCTION-DEVELOPMENT PLAN SET. CONFLICTS WITH NEW CONSTRUCTION. C900 PIPE WHEN 5' COVER CAN NOT BE OBTAINED. Environmental 2. NOTIFY OWNER IMMEDIATELY OF EXISTING UTILITY CONFLICTS WITH NEW 314 W 15th Street 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CONSTRUCTION. PRIOR TO BIDDING AND ORDERING CONSTRUCTION MATERIALS, 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT ALL WORK 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION, ALIGNMENT, DEPTH AND CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY THE CONSTRUCTION CONTRACTOR SHALL THOROUGHLY REVIEW THESE WITHIN EASEMENTS TO THE SPECIFICATIONS, AND STANDARDS AND CARE INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND Vancouver, WA 98660 360.690.3488 TIME. DOCUMENTS FOR CONFLICTS WITH EXISTING AND PROPOSED NEW UTILITIES. REQUIRED BY THE JURISDICTION OF THE EASEMENT. ORDERING MATERIALS. NOTIFY OWNER IMMEDIATELY OF EXISTING UTILITY www.pbsenv.com NOTIFY THE OWNER AND ENGINEER IMMEDIATELY OF ANY POTENTIAL CONFLICTS WITH NEW CONSTRUCTION. 3. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS CONFLICTS. NEITHER THE OWNER OR THE OWNER'S REPRESENTATIVES/DESIGN 3. LOCATION OF EXISTING UTILITIES IS APPROXIMATE BASED OFF A TOPOGRAPHIC REQUIRED AT ALL TIMES. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CONSULTANTS SHALL BE RESPONSIBLE FOR ADDITIONAL CONSTRUCTION SURVEY PROVIDED TO PBS FROM NORTHWEST SURVEYING JOB NUMBER: 1406 3. MAINTAIN A MINIMUM 18"VERTICAL SEPARATION BETWEEN WATER, SANITARY ���C r ROFFss CORRECTIVE ACTION, AT ANY TIME. COSTS/DELAYS ASSOCIATED WITH POTENTIAL CONFLICTS THAT ARE REFLECTED DATED: NOVEMBER 2015 AND SHOWN ON 1/1. THE CONTRACTOR SHALL FIELD SEWER AND STORMWATER LINES, WHERE POSSIBLE. ON THESE DOCUMENTS. UNANTICIPATED SUBSURFACE CONDITIONS WILL BE LOCATE AND VERIFY EXISTING LOCATION OF ALL UTILITIES BEFORE EXCAVATION 4. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS CONSIDERED OTHERWISE BY THE OWNER. WORK. CONTRACTOR WILL BE HELD FULLY LIABLE FOR ANY DAMAGE TO EXISTING 4. SEE PLAN FOR THE PIPE TYPE, SIZES, AND LENGTH. r TO BE CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED FROM UTILITIES NOT PROPERLY LOCATED. EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE 3. SEE C7.0 FOR DETAILS REGARDING PAVEMENT MARKINGS/SIGNAGE. 5. UTILITIES TERMINATE 5' FROM BUILDING. SEE PLUMBING/MECHANICAL PLANS FOR � � I� BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 8" LOOSE MEASURE. EACH LIFT 4. CONTRACTOR SHALL FIELD VERIFY THE LOCATION, ALIGNMENT, DEPTH AND CONTINUATION WITHIN BUILDING. CONFIRM LOCATIONS PRIOR TO Di hall ne P�b SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY 4. CONFIRM ALL CONCRETE SCORING PATTERNS WITH ARCHITECT. INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND CONSTRUCTION. En n- Lgav�tt o- AASTHO T-180 COMPACTION TEST. ORDERING MATERIALS. NOTIFY OWNER IMMEDIATELY OF EXISTING UTILITY Engin of `}fW ou=Civi ir�� 5. UNDERGROUND ELECTRICAL AND GAS UTILITIES TO BE LOCATED TO AVOID CONFLICTS WITH NEW CONSTRUCTION, 6. PROTECT ALL EXISTING UTILITY LINES AND STRUCTURES. email=tim.leavi senv.com c=U 5. STRUCTURAL FILLS SHALL COMPLY WITH APPENDIX CHAPTER 33 OF THE CONFLICT WITH PROPOSED STORMWATER FACILITIES, SANITARY SEWER AND MARES904 i51g/3T/V9'0o' UNIFORM BUILDING CODE. CONSTRUCTION ON EXISTING SLOPES GREATER THAN WATER LINES. 5. NOTIFY OWNER IMMEDIATELY OF EXISTING UTILITY CONFLICTS WITH NEW PBS ENGINEERING + ENVIRONMENTAL 5:1 SHALL BE ACHIEVED BY BENCHING INTO THE EXISTING BANK A MINIMUM OF CONSTRUCTION. PRIOR TO BIDDING AND ORDERING CONSTRUCTION MATERIALS, TEN FEET. IF THE BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE 6. PROTECT ALL UTILITIES DURING CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL THOROUGHLY REVIEW THESE WATER NOTES PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL BE CONSTRUCTED BY DOCUMENTS FOR CONFLICTS WITH EXISTING AND PROPOSED NEW UTILITIES. INSTALLING NONWOVEN FILTER FABRIC, EQUIVALENT TO EXXON GTF 12500, NOTIFY THE OWNER AND ENGINEER IMMEDIATELY OF ANY POTENTIAL ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING A SIX INCH LAYER CONFLICTS. NEITHER THE OWNER OR THE OWNER'S REPRESENTATIVES/DESIGN 1. WATER PIPE SHALL BE CL52 DIP. OF 1'/2"-3/4" DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK WITH THE CONSULTANTS SHALL BE RESPONSIBLE FOR ADDITIONAL CONSTRUCTION NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH COSTS/DELAYS ASSOCIATED WITH POTENTIAL CONFLICTS THAT ARE REFLECTED 2. MECHANICAL RESTRAINTS REQUIRED ON ALL JOINTS. VERTICAL FILL BETWEEN TWO TO FIVE FEET AND BE COMPACTED IN LAYERS NOT ON THESE DOCUMENTS. UNANTICIPATED SUBSURFACE CONDITIONS WILL BE TO EXCEED 8 INCHES. EACH 8-INCH LAYER SHALL BE COMPACTED TO A MINIMUM CONSIDERED OTHERWISE BY THE OWNER. 3. FIRE DEPARTMENT CONNECTION (FDC) LOCATIONS AND SIZES TO BE W OF 90 PERCENT AASHTO T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2:1 COORDINATED WITH SPRINKLER CONTRACTOR. PLACEMENT MUST BE WITHIN 150' AT FINISH GRADE. NO ROCK OR SIMILAR MATERIAL EXCEEDING A 12-INCH 6. MAINTAIN A MINIMUM 18" VERTICAL SEPARATION BETWEEN WATER, SANITARY OF FIRE HYDRANT. DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL.. SEWER AND STORMWATER LINES, AND MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER AND SEWER LINES, WHERE POSSIBLE. 4. STANDARD WATER SERVICES TO HAVE STATE APPROVED BACKFLOW 6. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 PREVENTORS INSTALLED IN EITHER AN APPROVED VAULT OR IN BUILDING RISERW HOURS IN ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWORK TO 7. INSTALL DETECTABLE UNDERGROUND MARKING TAPE ON ALL PROPOSED ROOM. REFER TO PLUMBING PLANS FOR INFORMATION. Cn DETERMINE THE NEED FOR AN UNDERDRAIN LAYER AND TO VERIFY EXISTING UTILITIES. Cd CONDITIONS. 5. CONTRACTOR SHALL FIELD VERIFY THE LOCATION, ALIGNMENT, DEPTH AND Z 8. GEOTECH OF RECORD WILL BE RESPONSIBLE FOR REVIEWING AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND Z W 7. THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'S COORDINATING ALL GEOTECH AND RELATED DOCUMENTS (SUCH AS DRAINAGE ORDERING MATERIALS. NOTIFY OWNER IMMEDIATELY OF EXISTING UTILITY > REPORT/RECOMMENDATION CHANGES. PLAN, FOUNDATION PLAN, SLOPE STABILITY, ETC)AND SUBMITTALS, AND FOR CONFLICTS WITH NEW CONSTRUCTION. Z �/� COMPLETENESS AND COMPATIBILITY OF OVERALL GEOTECH DATA, ANALYSIS, 9 Q C// 8. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, RECOMMENDATIONS AND IMPLEMENTATION METHODS. GEOTECH OF RECORD 6. MAINTAIN A MINIMUM 18"VERTICAL SEPARATION BETWEEN WATER, SANITARY Z = W THE CONTRACTOR SHALL NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE WILL BE REQUIRED TO PROVIDE MONITORING OF SITE IMPROVEMENTS AND SEWER AND STORMWATER LINES, WHERE POSSIBLE. OO CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL DESIGN/CONSTRUCTION IMPLEMENTATION METHODS. GEOTECH OF RECORD ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN SHALL APPROVE FINAL GRADE AND PROVIDE A LETTER OF ACCEPTANCE. 7. SEE PLAN FOR THE PIPE TYPE, SIZES, AND LENGTH. (0 Z TO PROPERLY MITIGATE THE WATER ENCOUNTERED. 9. REFER TO CIVIL PLAN C8.2 AND C8.3 FOR STORMWATER DETAILS AND SHEET C0.1 8. UTILITIES TERMINATE 5' FROM BUILDING. SEE PLUMBING/MECHANICAL PLANS FOR 9. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. FOR CONSTRUCTION NOTES. CONTINUATION WITHIN BUILDING. CONFIRM LOCATIONS PRIOR TO A MINIMUM OF THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET OF FILL. CONSTRUCTION. 10. PROTECT ALL EXISTING UTILITY LINES AND STRUCTURES, Lo 10. 10. EXCAVATOR MUST COMPLY WITH ORS 757.542 THROUGH 757.571 (UTILITY 9. PROTECT ALL EXISTING UTILITY LINES AND STRUCTURES. PRE-NOTIFICATION, ETC.). 11. SEE PLAN FOR THE PIPE TYPE, SIZES, AND LENGTH. 0 12, ALL PIPE BEDDING AND TRENCH BACKFILL PER CWS DETAIL 590/C8.5. � 13. FOUNDATION DRAINS NOT SHOWN ON PLANS FOR DRAWING CLARITY. REFER TO PBS ENGINEERING + ENVIRONMENTAL PBS ENGINEERING + ENVIRONMENTAL ARCHITECTURAL PLANS FOR INFORMATION. **TO BE SHOWN ON 90% PLANS.** EROSION AND SEDIMENT CONTROL NOTES Q GRADING NOTES 14. A STORMWATER ACCESS AND INSPECTION EASEMENT IS PROVIDED TO THE CITY 1. THE IMPLEMENTATION OF THESE EROSION CONTROL PLANS AND THE OF VANCOUVER OVER THE ENTIRE SITE FOR ACCESS AND INSPECTION OF THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE 1. TOP OF ROOF (TR) ELEVATIONS ARE NOT REFLECTED BY CONTOURS. STORMWATER FACILITIES. FACILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED. 2. CUT AND FILL ESTIMATES BELOW ARE ENGINEER ESTIMATES ONLY. ACTUAL QUANTITIES WILL VARY DEPENDING ON FINAL GRADING IN THE FIELD DURING 2. THE EROSION CONTROL FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM CONSTRUCTION. CONTRACTOR RESPONSIBLE FOR PREPARING/ESTIMATING REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION EARTHWORK CALCULATIONS FOR BIDDING AND CONSTRUCTION CONSTRUCTION PERIOD, THESE FACILITIES SHALL BE UPGRADED FOR ACTIVITY. UNEXPECTED STORM EVENTS AND TO INSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. 3. REFER TO PROJECT GEOTECHNICAL INVESTIGATION REPORT PREPARED BY PBS ENGINEERING PROJECT NUMBER 70976.000 DATED FEBRUARY 4, 2016 FOR 3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE RECOMMENDATIONS AND DETAILED EARTHWORK INFORMATION. BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE AL PROJECT. A WHEEL WASH MAY BE REQUIRED IF THE STABILIZED CONSTRUCTION 4. CONTRACTOR COORDINATE WITH OWNER FOR EENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO THE V APPROVAL OF ALL EARTHWORK ACTIVITY. SOME OVVERR E CH EXCAVATION OF POOR MONITORING AND SOILS MAY BE NECESSARY. SURROUNDING PAVEMENT, INSTALL IF NECESSARY OR REQUIRED BY AGENCY. J _J 4. CONSTRUCT SEDIMENT FENCE 6 FT. AT THE TOE OF FILL SLOPES IN AREAS WHERE SEDIMENT-LADEN WATER HAS A POTENTIAL OF ENTERING WATERWAYS OR LEAVING THE RIGHT-OF-WAY. V O 5. ADJUST SILT FENCE AS NECESSARY FOR CONSTRUCTION ACCESS. Y Y 2 U W F Q m a m a E O O M1 O N CI P. Q 3 c w O Z Z N NI O W O U n m o O F Z 0 c m PROJECT: 70976.002 0 r DRAWN: PVR 3 0 CHECKED: TDL U m r o DATE: SEPTEMBER 2017 M1 J F DWG NO. SHEET NO. U 3 _ m t C0 .2 OF 34 HOUSE / 11 I I i \ \ \\ \ \1 2159 12144 I ti \ 2113 I I I I I �I 1 21171 i o c*l 4' HIGH WOOD FENCE 2123 \ 2115 I — , —I J J I N E N89 59 5S E 23 . 2116 �r I _ 1 \ I co m 1 T O i 1 Q\ \� \ \ ` 38 ,21141 It 1 ( i i I 10° CAST IRON STORM CULVERT LEGEND N � o q Z I N ? U \ 2112' I I I I.E. IN (N) = 294.4' v 3 III I 6 �� \� 9s \ I.E. OUT S = 293.9' TREE STUMP O TELEPHONE MANHOLE O uj (rX 9\ ; I \ \' a \ I t 1 I IGfjAVEL I DECIDUOUS TREE TELEPHONE/TELEVISION RISER ® a - - - - - � - - - - - - - - -I- - -\- - � - - - - - - - - -\ - - - - - - - � - - -1- - - - � - -1- - \ I r _.._ L E \ \ �7 2108 \ I _ I I I CONIFEROUS TREE GAS METER ® W 0) W N % Z ONS I I GRAVEL 1 / \ l - - - - - - 3' 2111 I r I GAS VALVE �_ 1 c j ' \ ' \ \ \\ \ I I 9s I I� i FIRE HYDRANT jZ GUY WIRE ANCHOR E T� 3 W J W c, 1127 \ 1 \ ; \ \ \ \ I rill r\ I WATER METER � UnUTY POLE � z m W WATER VALVED4SIGN W /IMAILBOX ® ODFOUND PROPERTY CORNER MONUMENT • _ 12 \ \ \ \ \ \ I \ \ 3� \ I I I RIGHT-OF-WAY LINE — — — — — SHED III ¢ \ BOUNDARY LINE \1�41-4 \ �� \ - \ I \ \t II - - j i I iI I ��', PROPERTY LINE IIo I - - - - - - - -�- - - - - -�- - - - \ - - - - - - - - - 1 - - -` - - - - - - -1- - - -' - - - - - �- �� j j I I I � I CENTERLINE w \ _ al \ ����\ , - - - - - - - - - _ EDGE OF PAVEMENT — — — — — — — I z l I \ \ \ TAX�OT 10p \'V 'f P O R TLl N D `\, H E G H $S" �' \ C I I) /I I ` FENCE LINE \ ;W I \ \ 1 S-1 -36DD .1 \ \ \ ; I II % I ' GRAVEL EDGE - - -\- - - T - - - - \- - - - - - I - - - - - - - - - - - i - - - - - I i , I I /1T POWER LINE - — — —mow— — — —vww- IOVERHEAD WIRE - — — —a+w— — — —oww- z \ 4 I I � ' �� K 1 \TAX OT �3\6 5C00 1 34 \ l \ I I I - - - - W \ I I i i \ \ t I \ MA* 1 S�1 3\DD � ' / I I ! II I � I TELEPHONE LINE - �. I \ I I I \ \ I \ \ \ \ \ I I `QJ GAS LINE - — — —�— — — —�- 3 STORM SEWER LINE - — — —�— — — —mm- 12" CONCRETE STORM CULVERT - - - - - - - - - - - - - - - - - - - I.E. IN E 267.78' 2 0� 2 i I ( m - - - — ~ d ( ) = —\ W ' I WATER LINE —WT— — —wAT- 12" PVC STORM CULVERT 15 1 W, \ \ �� �� \ \ \ \,3 r X089 ` \ 1 I; I.E. OUT (W) = 266.84' / I i \ 8 6" WOOD �- I2888\ \ x\20 \ li — —� \ //� �� 1�1t I 2I I I ( 8" CONCRETE STORM CULVERT C �' RETAINING i� 1 I . - , \ _ 9� _ 5 081 I (I ^ I WALL\� I --\= 7 ! ` �2 L I I.E. IN (N) 22956' TREE NOTES X59 26 W 00.00' � I I � � e a I L ! (2 \ �ti�� �r \ LAUREL BU1'HES \ '\ — — sm �\ I I I 2044 / �s ��� I I ' 1 2019 36" FIR 2115 18" FIR 32' ; j I 2029 6" & 6" WILLOW 2116 12" OAK I e .. I _ �_ _ 121167'2`66 ` I 12" CONCRETE STORM CULVERT 2030 5" WILLOW 2117 10" OAK - - - - � - - - - - - - - - � t - - - - - - - - - � - - _ - - - - - ;iAX - - - - - - - - - - - - - - - - - -'- - - - - 1 I I.E. IN E 290.52' I 1 3 `J I ( ) = 2031 5° WILLOW 2119 10° OAK CL \ \17 \ J o+ 1 I I.E. OUT W = 287.70' 17 ` / I of ( 2035 6" ALDER 2123 36" FIR TAX LOT !220 3 LOT�2400 ! 2172` 2 ;p165 'c ( ) 2036 6" CHERRY 2143 26" OAK HOUSE II `. a w = I I i X31 I 2044 ° WILLOW 2144 24* FIR IAP �S-173 ' Q M P 1 S- 1 -36DDD� \ I 271 2164 I I I I.E. IN CONCRETE292..3'M CULVERT 2046 6" WILLOW 2159 30" FIR 1 I ✓ I i o 2163 -I� - e CONCRETE I _ 2035- _2036 \- - - -\\\J�/_ J- - - - - - - - - - - - - N / _ - - - - - - - _ 12 I 7 I.E OUT (N) = 291.3 2080 12 & 12" CHERRY 2162 7" CHERRY WALK I i / '� ' / - - - - 1 - - -� t - - - - / - - - - 2170 I I I I I I 2081 8" CHERRY 2163 5" CHERRY J\\ , / \ / 1 / I GRAVEL 2082 8 CHERRY 2164 5 & 7 CHERRY 1 -/ \ ` 2169 ! � I ( HSI - - - - - - 2086 8" CHERRY 2165 6" CHERRY / / i/ / 30 / I I I N t 2088 8" CHERRY 2166 5" CHERRY I / � 2089 18" MAPLE 2167 8" CHERRY i I2 I i f �� f �l \ \ \ / / / I I I �� 2090 6" CHERRY 2168 6" CHERRY I / � -11- -I- - - - - - - - -/- - - - - % - - -}- - -� -�- � - - - - - \ \ - - - - - - - - - - - - �- - \- - - -\ I I I I �� ��II I 2091 10" CHERRY 2169 6' CHERRY Z cl a / P019, 2093 44° FIR 2170 5` & 8" CHERRY O CONCRETE SLAB / 2029 I s ti ti/ ti I ' ' / L.I..I I I 2108 7" CHERRY 2171 6" CHERRY ITJ \ ( o N ( / \ / II III 2111 8" CHERRY 2172 6" CHERRY o 203 2030 \ 19 " / \ I I x`282 \ o ��h % 1 29 l ti I Z I 2112 8" CHERRY 2173 6" CHERRY I ' rn N N II W , 2113 18" FIR 2174 6" CHERRY Qg N I I 2114 31" FIR N I I I \ / '59'10'9100.00' I I Q I I V ` I 1 , JJ � i i I / / ' I I I � I I / I � I \ I \ \ I /� ' �, 3Q I = I i1 III U N N TA LOT 2300 1 /' X �MxP �S 1 36Dd � I I NOTES ') � �IDRAWNG � i I I I 1) THE FIELD SURVEY FOR THIS MAP WAS COMPLETED ON NOVEMBER 5, 2015. No:ScAlL, AS NOTED HE \ I ' I I 'I �� II 2) ELEVATIONS AND CONTOURS ARE BASED ON A CITY OF TIGARD BENCHMARK NUMBER 224. THE BENCHMARK IS A BRASS DISKBY LD2004 X274 `\� \ \I I I f �' I / \ ' I f I I , I �, I I I \ II I I LOCATED IN THE CURB AT THE NORTHWEST CURB RETURN AT THE INTERSECTION OF SW DARTMOUTH AND SW 69TH AVENUE. IT Y. TWW \ , \� I I % I I I ' f I I \ I% I \ i I III! HAS AN ELEVATION OF 273.51 FEET ON THE NGVD 1929 DATUM. CHEWD BY; CHS i I T I III 3) THE BASIS OF BEARINGS FOR THIS SURVEY IS SURVEY NUMBER 30,651, WASHINGTON COUNTY SURVEY RECORDS. 2Q \ I i 1 22 I I 23 I I �24 I 2 I 26 II 2'I I i I 28-) / ' I I I II 4) THE RIGHT-OF-WAY WIDTHS WERE ESTABLISH USING INFORMATION FROM RECORD SURVEYS AND THE TAX ASSESSOR'S MAP. D PREPLLARED FOR: I 01,1v I I 1419 W. MAIN STREET 5) THE SURVEYOR WAS NOT PROVIDED WITH A TITLE REPORT FOR THE PROPERTY AND IT IS UNKNOWN IF ANY EASEMENTS BATTLE GROUND, WA 98604 HOUSE ¢ 1� I I ' i I I \ I I II I ENCUMBER OR BENEFIT THE PROPERTY. 6) THE UNDERGROUND UTILITIESARE BASED ON THE MARKINGS PER LOCATE TICKET NUMBERS 15252964 AND 15261844, AND A 4° WATER LINE PRIVATE UTILITY LOCATING COMPANY. REVISIONS: INITIAL RELEASE NOV. 10, 2015 7) THERE MAY BE ADDITIONAL STUMPS ON THE SITE THAT ARE HIDDEN BY BRUSH. I , I \ 1 _4 �— — — 9�s,(—FW I� — —I T I ,,1 \ I 3 UTILITY STATEMENT \W I I 1 \ \ \ I ' THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE REGISTERED SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTIL111ES 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 PROFESSIONAL THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM LAND SURVEYOR INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 12-WATER UNE _i _ waT ,4 T - — _ OREGON I CD 1=✓— — — ASPHALT wluAwr ,s mow IOW CLINT STjREET �� � / GRAVEL _ _ \ \ CLINTON BS�BBS JR. \ _ - - �— _\ _ I — _ __ �- - �- - \ — ---� - - «�_ — - _ I _ \GAS�-� RENEWAL DATE: 06/30/16 ' SPHALT I 1 I J �. \ _wT �T \ I \ - /� i ' `` OAS ` _ SCALE 1" = 20 FEET sM 1 1/ / "� / POLE WITH ' 4' HIGH OD FENCE • I — — ��� _\ — !— ( —w~T— � \ i 1 ' �R —� JOB NUMBER _sn1 — POLE WITH DROP I� �T I \ / \ \ \ i I I i DROP \ 7 —� — \' — — a m w m N 1�Aq/�� ,Tw I _ _ oxw — �— - t�-- I I --� -"'�ww -�bww -enw — —atlw I .6x 140V — — —��°N" — w I — — 4' HIGH CYCLONE FENCE /\ �r / 1� SRUCE I I I � ' I I \ ����/ I + I 1 STREET LIGHTPOLE WTH ROP & SHEET 12" CONCRETE STORM CULVERT B LO CX 1U I.E. 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" 12. } - 1.. W • ♦. W- TTr')�-'--'--•-- 1 'sW•T 6.5 •1.nW V °. ° 5.0'° • V •a .Y F. W °<. ♦ _ - 4i W. .• . . ♦ .Q: www.pbsenv.com `5.0' www. bsenv.com - - - - - - ' . �■ . 4+00 - - - I 6.1' - 30 -�--•-n- -•--.-.-.'+-.-ti �����rROFFSS ° ° v • t 9 (START) 27 N 5 a, N Fe / I+ . v• • I I U /�► z �,( / 16 r 21 I I Rn i ally ed'�y�`imNLe®J�� / - HAMPTON INN & SUITES o gine ' eyvilj[ap-ASS I FF - 289.9 4 I I 3 f � 5.0', FF = 290.9 =09IF&.04 15 lffl.4 16000, u= ilE 12.0' war ` 13 27 4 29 25 5 • 24 ~ 5.5 a •/ .:a .: 7.0' a a c °° a ° < 9.1'° ,. v Z I - LU I 8.6' 22.0' 12.9' 27.0' 18.0 - 54.0' 7' 57.0' a 27 a H . err, ° Z_ � _ HOUSE % 9 (END) °•" d w I I �"' ` j • --a" s 17 -- • 17 42.0' 17 22 19 0 . ' 2 ; ` 25 • . 3 � I � Z W (n 24.0' 29 a 21 3 Z W C 4 v G a 7 Z > W J � Z W . ` . ' . ' . ' . ' I � _ e m ry 5' 10 3 10 10 24 5 I C8.0 CO [L GARAGE ' 23 1 ?� F7Cl) zw z o 27 a I x I W > yy Q L n0 29 8 0 17 17 = 24.0 59.5' 13 FF = 277.0 15 M it (n 5.0' 2 23 I i Q I ` � �• I �I x � - s a II 29 I I 13 14 - _ 4" ss -4.. ss 4" ss 14 25 °;' _ s 1 I HOUSE : -22.05 - 8" SD- ---- • -10 sD--* - --1D" sD-- - - 10' 20.0' / i 2 (END) \ 24.0 I 12 29 I z • 37.5' 2 2+00 1 I o y v ao 10 I O' 23 5.0' 4 , U 18 3 27 30 10 a: II I 11 x �° .•� ° 11 13 y8.* '• ' 2 (START) V 8.0, a" s , .. . --- -------- --- (26)---- 26 -- ---- 26 = _ 26 6.0' N v .3'. 10.7 4-- -------° -• -'-'- -- - - -- --- -= y--- - M. '12.0 • t: • I 1 � V ° , ° s.0 ° ° °a . $ _ s _ SW 70TH AVENUE D _ . . --_- 5- > 3 (END) _ D ` _ 21 �+ 5 - - - --f 5 _ SH __ - - -G� - 1 ° a GAS-- -GS _:.. i.�, - _ _ -S.n - _ 3 (END) _ N X g - - - 3 (START)- - - 12.0'- --+' - - -�- - ■. --s � < v-- X X X - X - � __-- 1 5 X X _ :tea X _ _ -_ - - - X_ X 2 (END) 4' HIGH CYCLONE FENCE 7 I °• .> a GRAVEL DRIVEWAY - \ 2 (START) CONCRETE CON RETE SLAB WALK \I .N \ W 6" WOOD o RETAINING \ r"'�HOi;SF WALL HOUSE HOUSE 11 ' I� 27 1 m E7 _�-_--_ I A+OD I 1 GENERAL NOTES CONSTRUCT PRIVATE ASPHALT PAVEMENT PER DETAIL STREET LUMINARY PER ELECTRICAL PLANS. SEE PLAN AND MATCH LINE 1 IN 1 . SEE SHEET C0.1 AND C0.2 FOR GENERAL NOTES AND OO 7/C8.0. 21 PROFILE SHEETS C6.0 THROUGH C6.3 FOR ROAD Tx 7 1 5 LEGEND. STATIONING AND OFFSET. 2. SEE SHEET C7.0 FOR PAVEMENT MARKING AND SIGNAGE O CONSTRUCT ROLLED CURB PER ODOT DETAIL RD700/C8.1. 7 27 3 \ 22 LIGHT FOR FLAG PER ELECTRICAL PLANS. _ DETAILS. C8.0 10 CONSTRUCT 2' WIDE CURB CUT. O LANDSCAPING SITE NOTES 23 STAIRS PER STRUCTURAL PLANS. I 5 CONSTRUCT COMMERCIAL DRIVEWAY PER COT DETAIL 11 CONNECTION TO EXISTING AC/CONCRETE. SAND AND SEAL °x �.. 5 O 143/C8.1. JOINT. 24 BENCH PER DETAIL ON SHEET C9.3. _ _ 0+00 _ I 12 CONSTRUCT DUMPSTER ENCLOSURE PER ARCHITECTURAL - Z 0' 10' 20' 40' � O PLANS. 25 CONC WALL/BENCH PER STRUCTURAL PLANS. g w CONSTRUCT STANDARD CURB PER COT DETAIL 125/C8.1. O 1 0 3 (START) I 11 3 START) - I O2 SEE PLAN AND PROFILE SHEETS C6.0 THROUGH C6.3 FOR 13 CONSTRUCT RETAINING WALL PER STRUCTURAL PLANS. 5'X5' TREE WELL PER LANDSCAPING PLANS. SEE PLAN AND I 5 4 ROAD STATIONING AND OFFSET. 26 PROFILE SHEETS C6.0 THROUGH C6.3 FOR ROAD I x I SCALE: 1" = 20' CONSTRUCT CURB AND GUTTER PER COT DETAIL 126/C8.1. 14 CONSTRUCT PARKING DECK PER STRUCTURAL PLANS. STATIONING AND OFFSET. 1 I o OROAD STATIONING AND OFFSET. 15 INSTALL ROOF PLANTER PER ARCHITECTURAL PLANS. 27 BIORETENTION FACILITY PER C4.0. O I I Z SEE PLAN AND PROFILE SHEETS C6.0 THROUGH C6.3 FOR I I I m I X PROJECT: 70976.002 CONSTRUCT CONCRETE SIDEWALK, PER COT DETAIL 28 BICYCLE PARKING INSIDE OF GARAGE PER ARCHITECTS 3 O CONST .1. 16 INSTALL BIKE RACK PER ARCHITECTURAL PLANS. O PLANS. 20 is o I 1 DRAWN: PVR / 17 INSTALL LANDSCAPING PER LANDSCAPING PLAN. 29 ADVANCED WARNING STRIP (TRUNCATED DOMES) CHECKED: TDL CONSTRUCT CURB INLET PER CWS DETAIL 403/C8.6. SEE 7 6 5 PLAN AND PROFILE SHEETS C6.0 THROUGH C6.3 FOR ROAD CONSTRUCT WALL WITH SAFETY FENCE PER STUCTURAL "This Design Complies with ORS 92.044(7), In That O STATIONING AND OFFSET. 18 PLANS. 30 VISION CLEARANCE TRIANGLES. No Utility Infrastructure is Designed to be Within 1 Ft. 11 I I DATE: SEPTEMBER 2017 of a Survey CONSTRUCT BARRICADE, SEE WASHINGTON COUNTY DETAIL Monument Location Shown on a ' OC8.8. 19 INSTALL 30' FLAG POLE PER DETAIL ON SHEET C9.3. ATTENTION Subdivision or Partition Plat. No Design Modification MATCH LINE DWG NO. SHEET NO. 6020 / Oregon Law Requires You To Follow Rules Nor Final Field Location Change Shall be Permitted 6 7 CONSTRUCT PUBLIC ASPHALT PAVEMENT PER DETAIL 20 T-CUT ASPHALT CONCRETE PER CWS DETAIL 600/C8.1. Adopted By The Oregon Utility Notification Center. IfltWould Cause Any Utility Infrastructure To m Those Rules Are Set Forth In OAR 952-001-0010 Through �F O 6/C8.0. OAR 952-001-0090. You May Obtain Copies Of The Rules From The Center. Be Placed Within the Prohibited Area." ■ a 34 T (S) = 293.9' I.E. OUT (S) = 291.6' ST I LE OUT (N) = 291.3' (NORMWATER DITCH I STORMWATER KEY NOTES ST INSTALL: - - -WORK ZONE) - - I I - STORMWATER DITCH 24 8" X 12" TEE NO-WORK ZONE IE = 269.99 - I- -""' I _�� -( ) 1. SEE SHEET C0.1 AND C0.2 FOR GENERAL - - -","- - - -°^ - -°"- - - - - - - - - - - - = NOTES AND LEGEND. ST INSTALL: S9 21 _ 38 22 ST INSTALL: 25 INFILTRATION PLANTER PER DETAIL 2/C8.3 - - - - ' - -.. -= I B FLOW THROUGH PLANTER PER DETAIL 1/C8.2 AREA = 640 SF MIN. - EX. 12" PVC = - - - - r' _ _ _ _ _ - AREA = 630 SF MIN. IE OUT (W) = 266.58 -� - - -°°5- -- - - - - -�- - - -�- - 11.4'_Ws$ - -- - -CAS- -a w 615-- - - - - _ - - - 38 _ IE OUT (N) = 291.44 - SW 69TH AVENUE SL=2.7% • t2" SD 12" SD 12" SD 12 SD Y I • I ST INSTALL ST INSTALL: PBS 8 R11 - - S 8 I FLAT TOP MANHOLE PER CWS DETAIL --""- + - - - l+- STANDARD MANHOLE PER CWS DETAIL 26 / Engineering + ± 38 N ST "' d I $ I I I A 010 C8.5 SEED SHEET Cl FOR PLAN AND PROFILE g• g a' ss - a" ss a" ss 8' ss -- 20 S1 ss 8" PVC -- a' ss - - / N7 Mir a I I RIM = 295.10 Environmental h , + + + + + f L=27.4' i ( IE IN (S) = 289.15 FST INSTALL: I--E- - 314 W 15th Street SL=2.2% I I IE OUT (W) = 288.95 27 STANDARD MANHOLE PER CWS DETAIL Vancouver, WA 98660 -- ET C6 1 FOR PLAN AND PROFILE 360.690.3488 ° ST w : .{ a;a I-1 ` E--- ° - ----- ---------------- - ------- ------------------ I I ST www.pbsenv.com � ( 010/C8 5 2 SEE SHE ' _ a e3 FLOW THROUGH PLANTER PER DETAIL 2/C8.2 w • a 1..,w° .1."w . a �, �a'` w ° - w' w ,', = INSTALL: 47 IN ,. I I I AREA 812 SF MIN o y y c v. . ° I4.� 28 AREA DRAIN TYPE II PER CWS DETAIL edb • -- - ------------- ---------+-_ ._Y_ +_-____�_Y�_r : • N I } IE OU ) = 286.87 380/C8.5 $ T (W v N I RIM = 263.89 ST INSTALL: <c 1 o_ zt I IE OUT (S) = 260.56 tt, • 4 INFILTRATION PLANTER PER DETAIL 3/C8.2 Engineerin 3I ST �I I AREA = 1,351 SF MIN. INSTALL: Environme w IE OUT (E) = 283.95 ST aOR�ui. I' 1 °• 31 �... 29 OUTFALL Engine8r g, w ST INSTALL: IE = 259.68 �Y viii' Sett@ LL �; N x o e STANDARD MANHOLE PER CWS DETAIL CLASS 50 RIPRAP i synJK ,c us FF = 289.9 HAMPTON INN & SUITES A a : . , ° I z 3 O,o/c8.5 (o.5'D X 3'W X 4'L) - x.0904 O _ + AND TABLE ON SHEET C8.4 ,E;.Pll 12/31/18, s PVC FF = 290.9 I RIM = 288.96 ST INSTALL: L=93.7' Z IE IN (E) = 283.83 30 INFILTRATION PLANTER PER DETAIL 4/C8.4 SL=6.6% ST ° N. IE IN W V I IE OUT (N) 283.848 3 EROUT (N) 0 256.SF 123 N W - . • . . ` ` ° " I I ST INSTALL: ST INSTALL: II e STANDARD MANHOLE PER CWS DETAIL 31 8" X 12" TEE I - 3I y Y-P�T�0-4-O-Y-IST-O- i-Y-T-AST 4 -Y-� I 010/C8.5 IE = 255.50 ° ° ; _ RIM = 288.98 ° ° .° v ° °° Q I s 7 :fie a.' . ° <a °a IE IN (E) = 282.75 ST NOT USED W �. , ; 32 ` I IE IN (S) = 282.75 W , + , i s a ° 6 PVC a IE OUT (W) - 282.55 _ L 34.6' T i a ST NO USED P IINSTALL: 6 VC = � i, L=62.4' SL 8.8% .. ST - 7T STANDARD MANHOLE PER CWS DETAIL 33 W 6 - SL=1.4% ST ° 01 RIM = 281.64 ST NOT USED 5 ! Z • e" so • >i • ° 3+00 IE IN (E) = 275.78 34 i _ / W IE OUT 7 . Z W 8 S 2 5 58 r/ T ( ) 8" PVC ST I ( INSTALL: ST NOT USED Z ST 1 m _ a L-22.3' 4 I 35 AREA DRAIN TYPE II PER CWS DETAIL Q 8 B 3 � _ B Z I -- SL-+0 5% ' ( I // 380/C8.5 Z � Q __=____,__= ' € RIM = 280.00 ST INSTALL: J ` • • - - = 276 83 CONTROL MANHOLE PER CWS DETAIL . 3, CC i IE OUT (S) LOW CONT O 01 G °L ST I I ST INSTALL: 270/C8.6 Q. 23 I B AND TABLE ON SHEET C8.4 O g AREA DRAIN TYPE 11 PER CWS DETAIL _ 0. RIM O/C8.5 EIMN (N)277.35 268.53 C � IE OUT (S) = 268.53 U) o x I IE OUT (S) = 274.87 Q o ° ° + ' • - i, I ST INSTALL: ST REMOVE AND REPLACE: 0 8" PVC I 10 FLAT TOP MANHOLE PER CWS DETAIL 37 AREA DRAIN TYPE II PER CWS DETAIL 3 FF = 277.0 N I 050/C8.6 380/C8.5 0 L=96.6 _ RIM = 253.99 LL Sill .0% 8' PVC y I EIMN (N) 274.44 NEW IE IN (E) = 251.64 277.71 s m L=10.2' I IE OUT (W) = 274.24 EXISTING IE OUT (W) = 251.54 "INW a SL=9 i07 I ST I ST INSTALL: 8• 24 ST INSTALL: -- ' 11 INFILTRATION PLANTER PER DETAIL 4/C8.2 38 PVC CAP. F. ` - ST AREA = 1,500 SF MIN. ` 8" PVCIE OUT = 270.95 1 7 T (E) . , ST __- - - - 4.. SS -- - _ ;; ` . ss " =6. ' INSTALL: L 0 ST 7 • 8^ So- e" 50 • 10• So • t0" SD 1o" So lo„ SD I • 1 SSL=1=0% 12 STANDARD MANHOLE PER CWS DETAIL 010/C8.5 ° • N 8" PVC ST 36 2+00 I z RIM =N 77.53 ST L=147.9' 12 Fs-T] a ° IE IN = 268.93 ` 6 PVC 15 10" PVC ! 3 I v IE IN (W) = 269.04 8" PVC ° 10 i SL=4.5% 10" PVC 6" PVC��• L=20.' ST = IE OUT (S) = 268.73 V o ST L=39.2, I ST L=5.s' L=196.3' � y l 1 I I S x ` 8 SL=5.0% 9 e L=32.5' SL=1.0% 11 I ° , ' , SL=2.0% SL=1.0% � [ST] NOT USED , Sl , , I . . .. , ------------------ , INSTALL: 8 PVC. ' . --- -=-- -- a a I 1 ST 14 OUTFALL CIE L=17.2 , • X IE = 274.08 V per._- o : ° . .. • - a' " °. c •�. Sl y-° V" PVC a.:'. ° a. 8 P'✓C ° ° W ■ OT} ,..�VENU�. s I 27 ` p __�_. _._._. - - L=8.0 =-z ------ ° CLASS 50 RIPRA ( .5 D X 3 W X 4 ) ST P 0 'L • a :q SL=2.5% SL-12.9% C sD 12" SD 1,8 So e INSTALL: Y ST ° ST _ �8_� t2" sv 18- - - -4 -6 - GAS-- - SS AREA DRAIN TYPE II PER CWS DETAIL -- 48 - _ 14 25 _ -�»- -- - - - - =-�x - - -GAs- -_ -GIS-- - - - - - -».•- - -°� 9T � - 380/C8.5 0 - - -�- - -- - -�- - - - - - - - ..-_ _ IM = 276.21 GAS _ _ _ _ = 274.19 - - -�- - - -6�- - - -�- - �- 38 '� ` , ST X _ -_ X_ - -»,.X - -»�.-_X - -�- - T- °'•- - --�-- - - -- .-. -`" - - IE OUT (W) _ ,a,dL_�� --=-- -A. X- WM- 4 �-Q. 26 CNW -_ Qit' 1 - - -°•-. _ - - - - - - - 1 a � I ST INSTALL: 4' HIGH CYCLONE FENCE I GRAVEL DRIVEWAY f 16 OUTFALL M IE = 274.08 CLASS 50 RIPRAP (0.5'D X 3'W X 4'L) \ CONCRETE CON RETE SLAB / WALK \ J ST INSTALL: a N I 17 STANDARD MANHOLE PER CWS DETAIL ° 6 WOOD RETAINING d\V � SEE SHEET 6.1 FOR PLAN AND PROFILE m E MATCH LINE \ I 1 EXISTING CULVERT AND DITCH IN _ _ _ _ _ _ � -- 1+0o I ST LET N i \ I 1 I ; 18EX IE = 290.52 LANDSCAPING ST INSTALL: - 0+00 19 FLAT TOP MANHOLE PER CWS DETAIL - I 010/C8.6 " f� SEE SHEET 6.0 FOR PLAN AND PROFILE z 0 0' 10' 20' 40' ST 8 PVC I I N 0 31 L=11.3 I > SL=6.5% ST INSTALL: w 8 SCALE: V = 20' I I 20 INFILTRATION PLANTER PER DETAIL 1/C8.3 AREA = 744 SF MIN. O I x i STT IE OUT (E) = 289.12 °z ST INSTALL: PROJECT: 70976.002 x 21 8" X 12" TEE 3 ST - 10• IE'= 288.52 DRAWN: PVR $ // $T CHECKED: TDL "This Design Complies with ORS 92.044(7), In That �" 29 ST INSTALL: No Utility Infrastructure is Designed to be Within 1 Ft. EXISTING STORM CATCH BASIN I( 22 STANDARD MANHOLE PER CWS DETAIL oATe, SEPTEMBER 2017 of a Survey Monument Location Shown on a RIM = 253.99' 10" PVC I 010/C8.5 Subdivision or Partition Plat. No Design Modification ATTENTION 10• CONCRETE IN (E) = 251.64' L=28.4' SEE SHEET 6.1 FOR PLAN AND PROFILE DWG NO. SHEET NO. Nor Final Field Location Change Shall be Permitted Oregon Law Requires You To Follow Rules 12" CONCRETE OUT W = 251.54' - SL=3.0% I 7 If It Would Cause Any Utility Infrastructure To Adopted By The Oregon Utility Notification Center. O _ _ _ �. _ �..Z�_ _ ST INSTALL: Be Placed Within the Prohibited Area." Those Rules Are Set Forth In OAR 952-001-0010 Through I MATCH LINE 23 INFILTRATION PLANTER PER DETAIL 3/C8.4 t OAR 952-001-0090. You May Obtain Copies Of The Rules From The Center. ST AREA = 500 SF MIN. / ��•O OF `> L 37 IE OUT (S) = 272.70 34 CONCRETE STORM CULVERT 10" CAST IRON STORM CULVERT 8" CONCRETE STORM CULVERT 12" CONCRETE STORM CULVERT I.~I 6 I.E.E 10'00UT (S) = 294.7P' - - I.E.E- 0 T (S) = 293.9'- - - - - - - I.EE OUT (S) = 291.6' - - - I LE OUT N - 291.3' - - _(NO-WORK ZONE) ,TER LINE - - _ W II I 1s PTOREELE TILGTH TH DROP & I.E. IN (S) - 292.3' STORMWATER DITCH I U) - - O W I - STORMWATER DITC Ix W 16 -wa_, -(NO-WORK ZONE) I 19 - - -am- - - -a.- - - - - - - - -�- - - - - - - - - - __� 5 _ _O _ _ - 6" DIP 8" DIP S 6" PVC 8" DIP 8" DIP - S s ; 0 W / 8" DIP �I ° (PUBLIC MAIN) (PUBLIC MAIN) L-16.0' W - T- -� (PUBLIC MAIN). _ _ _ (PUBLIC MAIN) - a- - 11 _ (PUBLIC MAIN) a W - - L=7.0' - - L=153.3' - 2 - - - L=126.2 - - L=199.1 - - - -- L=15.1' i-- SL=1.00% �- W--- - --- - - - - - - - - - _ �-- . PBS - - SW 69TH AVENUE 2. n- - - . .. i I - - -� - s - - a.. W - - 6.. DIP �S p.. _ g _8.. w - - �.. w _ $- e" w _ 4.2 _ _ -I 1g- Engineering + 5.7' + I Environmental y -1+00 11 e" ss (PUBLIC FIRE), e" SS a" ss a" ss e" ss W I J WATER KEY NOTES 6" Pvo N s" DIP 3 6 LD P1 T L-27Vs " 2 o s 4 nc W 15th Street (PRIVATE FIRE) ^ + 1 S - Vancouver, WA 98660 SL=1.00% L=15.6' P • + . -: I- -°'- 360.690.3488 (PUBLIC FIRE) = SL=1.00%�_. ! I - - - \ ( 1 www.pbsenv.com W W 1. SEE SHEET COA AND CO.2 FOR GENERAL NOTES AND LEGEND. S ® L=5.0' 17 3 $ 2. TRENCHING BACKFILL PER TVWD DETAIL 10/C8.8. S 'IT W MNe!=n y 6" PVC ON 3• POLYETHYLENE BAG INSTALL PER TVWD DETAIL 2/C8.8. L=12.0' 11 r lot , " - -. . . . . . W . °. .4• RESTRAIN ALL JOINTS OVER 4" PER TVWD DETAIL 21/C8.8. SL=1.00% - -- --- --_� _ _� - __. ._ m_ ° 4.. w �. w�� � ° 4+006" DIP . .i W - 4" DIP 4" DIP ° 18 . 8 5. RECONNECT METERS ALONG SW 69TH AVENUE BY CONNECTING SERVICE PRIVATE FIRE 9 " W (PRIVATE FIRE) (PPRIVATE FIRE) " ♦ ° Environmental LINE FROM NEW 8" MAIN TO EXISTING SERVICE OFF 4" MAIN. COORDINATE ( ) 4 DIP S 13 W OR@EAv" / WITH TVWD. (PRIVATE FIRE) 9 `' 15 I En Inemi L=6.3' a L=1.3' L=117.0' SEE ENLARGEMENT �- � . , ' o' I % ,, 9 eHOT TAP TO EXISTING 6" WATER MAIN AND INSTALL: ' L=179.9 ON THIS SHEET 6" DIP <I ��� tR91s .1 alf, 1 (1) 6" X 6" TAPPING SADDLE PER TVWD DETAIL 8/C8.7. I (1) 6" MJ X FLG GATE VALVE PER TVWD DETAIL 3/C8.7. (PUBLIC FIRE) �I N I I 016 W19@1 7.o9.oa (1) 6" X 8" REDUCER. o IrXPIRES: 12/31/18 L=15.7' - _ x o FF = 289.9 HAMPTON INN & SUITES � I Z I CD + I I 2 INSTALL:8'X6" MJ X MJ TEE. FF = 290.9 ; I e ( ) (1) 6" MJ GATE VALVE PER TVWD DETAIL 3/C8.7. I Z (1) 6" DOUBLE CHECK DETECTOR ASSEMBLY PER TVWD DETAIL . N J BF200/C8.7 WITH H2O TRAFFIC RATED LID. 00 I (3) 6" MJ 90' BEND. /� I ,• m I II vn W INSTALL: ; low - *` : z -= r`�` � z z `-. ` r * z . `-.`r3 N I e (1) 8..X4" MJ X FLG TEE. - - - Li 6" DIP (1) 4" FLG X MJ GATE VALVE PER TVWD DETAIL 3/C8.7. " (PRIVATE FIRE) " • d n x 1 d' d d P . d v d•w `I< . d. I. ` . L=123.7 _ •d d •. , d d• POLE WITH (1) 4" METER WITH H2O TRAFFIC RATED LID PER TVWD DETAIL d' , DROP J 704C/C8.7 (PRIVATE AFTER METER). . . • . .a Q (1) 4" DOUBLE CHECK VALVE ASSEMBLY WITH H2O TRAFFIC RATED LID ; ° ' I I I � PER TVWD DETAIL BF 100/C8.7. ' . D L� C g ° • ° I _ ad (2) 4" MJ 90' BEND. °"" , Z Q • I W HOT TAP EXISTING 12" WATER MAIN AND INSTALL: W Z Z e (1) 12"X8- TAPPING SADDLE PER TVWD DETAIL 8/C8.7. • s SD • O 14 3+00 o I ---- Z Q (1) 8" FLG X MJ GATE VALVE PER TVWD DETAIL 3/C8.7. Q T 6" DIP �^ Z W HOT TAP EXISTING 12" WATER MAIN AND INSTALL: . 3 (PRIVATE FIRE) m I Z W Q F- (1) 12" X 8" TAPPING SADDLE PER TVWD DETAIL 8/C8.7. I, ' , L �L=14.9' " � d I I O � J (1) 8" FLG X MJ GATE VALVE PER TVWD DETAIL 3/C8.7. . w , ' , ' , ' , ` , " , " . . . , . _ . . . _ - - -------- . ` Z" , I I W a (1) BLOW-OFF ASSEMBLY PER TVWD DETAIL 202/C8.7. • ° . -__ •a I I I I �CC INSTALL: • 16 I G U) >- /w (1) 1" SERVICE SADDLE. A . Ln a/ (1) 1" GATE VALVE. d • g .�. uh- (1) 1" DOUBLE CHECK ASSEMBLY PER TVWD DETAIL BF101/C8.7. z • a x I i• ti eVy INSTALL: o (1) 1" SERVICE SADDLE. ° - I.L Z (1) 1" GATE VALVE. FF = 277.0 (1) 1" DEDUCT METER. (1) 1" DOUBLE CHECK ASSEMBLY PER TVWD DETAIL BF101/C8.7. s a I • 6" PVC 6" PVC • S S 6" PVC - a 7 8 L-5.81' L=42.65' L=17.00' / eVy HOT TAP EXISTING 12" WATER MAIN AND INSTALL: 4" PVC SL 1.00% SL-12.00% SL=1.00% (1) 12"X6" TAPPING SADDLE PER TVWD DETAIL 8/C8.7. - S 4 PVC L=303.83' ' (1) 6" FLG X MJ GATE VALVE PER TVWD DETAIL 3/C8.7. 6 L=19.02' ° S I a - SL=1.00% �u v 4 11 SL=0.50% W INSTALL: a" ss 4" ss ss- 4 I I e ss- (1) 6'X4" MJ X FLG TEE. • - I I I (1) 4" FLG X MJ GATE VALVE. . ` • � , 8" S • lo" sD- ---- ,o" SD (1) 4" MJ 90' BEND. Iz+loa I 1 z 1 to Vtt (1) POINT OF FIRE CONNECTION. REFER TO PLUMBING PLANS FOR 10 CONTINUATION. • ♦ o d w d : U e (1) POINT OF IRRIGATION CONNECTION. REFER TO PLUMBING PLANS Y 10' 20' 40' I` 11 FOR CONTINUATION. x , 14 10 a °• ' • ' -_ _ I 1 x � ° °. . e (1) POINT OF DOMESTIC CONNECTION. REFER TO PLUMBING PLANS FOR SCALE: 1" = 20' I• . • s S • - - - • • _ = _ 3. - --- .-z--. . . ' �• . ` . 12 CONTINUATION. • •' * ` � ♦ a a ♦ ♦ '♦ N I 1 W 1 POINT OF FIRE CONNECTION. REFER TO PLUMBING PLANS FOR - - - ° ° I I I X 13 CONTINUATION. I ° E----* -*-'-'- ^-- - ---- -�-_ -` . --- ° y I I 1 a e (1) POINT OF WASTE CONNECTION. REFER TO PLUMBING PLANS FOR ♦° ° • . - - - -� - ° 12 - - - -`� - - - >' SD 12 SD 1SS SD S S 14 CONTINUATION. ° ° 8 - - - - -1g -ter-- -�. - z" sop - - ;$- _ - �,- - - - - 5 - - - - - .. ° ° _ - - - 4+ INSTALL: 15 (1) FIRE HYDRANT PER TVWD DETAIL 101/C8.7. X 1 -= x - - X X X �^�« - ALL: -a.w- - _- __a�w- - - -WIN- - - -_�-,..,.�-- _off - � axw_ = X ww - --ww Y \ f POLE WITH DROP 6 (1)INSPOTHOLEWATER LINE TO VERIFY CONNECTION FOR ABANDONMENT. 4' HIGH-CYCLONE FENCE SANITARY SEWER MANHOLE COORDINATE WITH TVWD AND REFER TO TVWD SHUTDOWN NOTES ON RIM=269.71' I SW 69TH AVENUE m SHEET C0.1. IE 8" PVC IE 8" PVC (S)=263.98' 7 SHALLOW FLAT-TOP MANHOLE PER CWS DRAWING I 4" DIP I \ e yV INSTALL: INSTALL: 17 (,) 4" MJ 90' BEND. SANITARY SEWER KEY NOTES e NUMBER (PUBLIC DOMESTIC) � s V/ INSTALL: 1. SEE SHEET COA AND CO.2 FOR GENERAL NOTES AND LEGEND. 040/C8.6. I L-23.1' INSTALL: RIM=275.89 „ 18 (1) FIRE DEPARTMENT CONNECTION. e I I 11 1 STANDARD MANHOLE PER CWS DRAWING NUMBER 010/C8.5. IE IN (N)=273.68 4 DIP 4" DIP 4 DIP W VERIFY RESTRAINT ON EXISTING 4 GATE VALVE AND RESTRAIN AS SEE SHEET C6.0 FOR PLAN AND PROFILE. IE OUT (S)=273.48 - (PUBLIC DOMESTIC) (PRIVATE DOMESTIC) - (PRIVATE DOMESTIC) +� I 1 19 REQUIRED. S INSTALL: S CONNECT TO BUILDING AND INSTALL: L=2.0' L=2.0' L=10.1' 11 5 INSTALL: e STANDARD MANHOLE PER CWS DRAWING NUMBER 010/C8.5. e STANDARD CLEANOUT PER CWS DRAWING NUMBER 500/C8.5. 4" W - \ I (1) STRADDLE BLOCK PER TVWD 200/C8.8. SEE SHEET C6.0 FOR PLAN AND PROFILE. RIM=277.09 W (1) 2" STANDARD BLOWOFF PER TVWD 203/C8.8. S INSTALL: IE OUT (W)=273.50 (1) 4 CAP ON ABANDONED MAIN. e STANDARD MANHOLE PER CWS DRAWING NUMBER 010/C8.5. 6 7 1" TYPE "K" COPPER 1 >c ! 3 S CONNECT TO BUILDING AND INSTALL: I Q (PRIVATE IRRIGATION) o SEE SHEET C6.0 FOR PLAN AND PROFILE. e STANDARD CLEANOUT PER CWS DRAWING NUMBER 500/C8.5. 000� L=3.3' _ o > V7 VERIFY RESTRAINT AND RESTRAIN AS REQUIRED. CUT AND CAP e INSTALL: RIM=294.39 I DCVA I I ' , 20 ABANDONED 4" LINE. PLUG 4" CROSS. COORDINATE WITH TVWD. 4 STANDARD MANHOLE PER CWS DRAWING NUMBER 010/C8.5. IE OUT (E)=287.40 METER 4" DIP SANITARY SEWER CL NO T SEE SHEET C6.1 FOR PLAN AND PROFILE. (PRIVATE DOMESTIC) RIM-265.75' 5.10' e CONNECT TO TRASH COMPACTOR AND INSTALL: xx L=7.6' I o Vy ABANDON FIRE HYDRANT. REMOVE VERTICAL PORTION OF HYDRANT AND S CONNECT: I z TO EXISTING MANHOLE. 10 STANDARD CLEANOUT PER CWS DRAWING NUMBER 500/C8.5. I RIM=280.41 1.. W (PRIVATE IRRIGATION) " I I PROJECT: 70976.002 21 RETURN TO TVWD. e SEE SHEET C6.1 FOR PLAN AND PROFILE. I 1" PVC I I o eS INSTALL: IE OUT (E)=275.59 �/ L=1 9. STANDARD MANHOLE PER CWS DRAWING NUMBER 010/C8.5. e INSTALL: a" w 74- w I I i I DRAWN: PVR RIM=281.74 11 RUBBER GASKETED WATER TIGHT PLUG. BRACE FOR AIR I I x CHECKED: TDL IE IN (W)=275.40 PRESSURE TESTS o"Is "This Design Complies with ORS 92.044(7), In That IE OUT (S)=275.20 1" PVC I DATE: SEPTEMBER 2017 No Utility Infrastructure is Designed to be Within 1 Ft. (PRIVATE WASTE) _ 8 of a Survey Monument Location Shown on a L=381.7' " I I DWG NO. SHEET NO. Subdivision or Partition Plat. No Design Modification ATTENTION I 4 DIP W W W I •I I I ( o $ Oregon Law Requires You To Follow Rules (PRIVATE FIRE) 0' 2.5' S' 10' I '�' Nor Final Field Location Change Shall be Permitted 9 1" TYPE " K" COPPER 10 11 12 If It Would Cause An Utility Infrastructure To Adopted e The Oregon Utility Notification Center. L=1.3' Y Y y 9 y I (PRIVATE IRRIGATION) I I - I x C5.0 OF Be Placed Within the Prohibited Area." Those Rules Are Set Forth In OAR 9fThe Rules Through HAMPTON INN & SUITES SCALE: 1" - 5' OAR 952-001-0090. You May Obtain Copies Of The Rules From The Center. L=12.2' - � 34 Q STA: 1+71.37 S-2 12.50' (L) ¢ 1 STA: 1+64.00 STA: 1+71-7K GRADING STORMWATER DITCH I STA: 0+19.34 _ 5.0' (R) - - 10.00' (L) ' EXTENTS (NO-WORK ZONE) /� - S-3 - STORMWATER DITCH- STA: 0+44.77 - - i TSTA: 3+61.09 ) - _ M 1O+II (L) - - -11.41' (L) STA: 1+44.08 ST 19 w 12.50' (L) STA: 1+74.90 11;00 (L) I I I PBS/50A:(Rj 78.71 -(NO-WORK ZONE) $ STA: 0+19.31 STA: 0+44.74 w. 4 +� r STA: 3+55.33 s I 9.99' (0 STA: 1+44.02 5.0 (L) ST-21 10.00' (L) - _ �� STA: 4+05.04 'IAT � 9.8 ' (L) ♦ _ _ -_ - X • _Ne -- - X X % X X X Vt - _ T /l_ --.- ._. _ ..-. _ r'� � 10.00' (L) Engineering + STA: 0+63.00 - - - - -STA: 1+83.00 5.0' L - - - ,"-, . ST-22 O - _ 294- Environmental I - - -="'STA: -0+00.00 0.60' L 0.60' L - - - - -�- STA: 4+02.88 ( ) ( �, _ STA: 2+ STA: 3+35.00 • 12 20.00 (R) - 1r SD 19.22 (R) 12' SD o o ' ( ) s.fi,' L 9TH AVENUE _ - wg,. W o 4.8 L _ _ �'�o�Vancouver, eet _ _ ".. w _ _ _ _ _ _ _ _ ~ - f I g STA: 0+13.75- - Wg / A a $�8 STA: 2+33.8 i - �< I I 360.690.3488 J STA: 0+07.00 + STA: 1+26.00 STA: 3+33.00 STA: 3+61.00 -1+Do 18.00' (R) ss 8" ss 8" 18.00' R e" 8' ss GRADING www.pbsenv.com 5.0' (R) N 20.00' (R) / ( ) _ 18.00 (R) 12.00' (R) I EXTENTS STA: 0+20.75 STA: 0+48.75 / F + + + + STA: 3+20.08 18.00' (R) 18.00' (R) STA: 0+76.00 STA: 1+01.00 STA: 1+51.00 STA: 1+76. 0 a 18.00' (R) 29 - -�- - - -�- - ���1 PROFFSo I STA: -0+00.00 20.00' (R) -20.00' (R) 20.00' (R) -20.00 (R) 10.42' (R) , ` ® - - - - - al"8� Q -- ------ -------------------- ---------- - - - - r L r 1 • __ _____________ ______♦- ♦ . - •. v 4+007 - REc, N j Q -^-^- -- ------- - i �2 ig ally ed'b ImCegl: -T• _ 1, STA: 3+43.70, g2' N: elvigno�P STA: 1+38.00 ine STA: 2+48.00 15.04' (R)'� a•. . °, I I =Civil E \� 3 19.25' (R) HAMPTON INN & SUITES O STA: 3+54.05' ...�; 19.25' R • i ' \ / I � I j�WI_� � 12.00' (R)�� �a.•` 297 0' 10' 20' 40' _ SCALE: 1" = 20' _ U) 315 - - 315 `W W LU 310 0 , M N1 00 310 0ad = W O 00+ 00004 Z D O N N N o LL il 11 11 0O Z LV ZON II Ln (nv3 w F PVI = 292.78 Q) o Z > W °' Z z Z o PVI STA =20+45.00 n PVI STA = 2+25.00 r i N - - - N K = 32.10 II 305 Z = a 305 ASSUMED INVERT DEPTH OF EXISTING GAS MAIN. le II 0'Co � 'co K = 26.94 M oi N Uri II VERIFY EXISTING GAS MAIN SHALL HAVE 36" OF Q(o I �w w w w I: � 00 N ^ 000 0 0 0 r- 1- m0) NCr _ - r NN N 00 N 5O' VG Ohm 0 It Y(O �� NNN O O V/ COVER AFTER GRADE IMPROVEMENTS. IF LESS THAN irN 50 VC Z 30", COORDINATE WITH NW NATURAL. w II o o ro!! " II 11 oIt - (c o m 000 000 (j w arj 0`1 ca V) Q> 00 M 00 0 � ON Mv?� ZZ� OO NO NNN 3 (YN �N NNN 1� V/ 300 W-j N vi r- 4 PROPOSED SURFACE rn Z Z 0 rn N Z o + rn 00 a^o + rn z N W" Ow0 II m M II II II 3 300 to O V' W + O1 + O� 0400 (O a0 C11 w - O NN M � NN ZZZO Qw ¢ II � Z (nW? Z oN ON AT CENTERLINE NII _ ON =04 = r) N o> o> O 6 00 (ii w EXISTING SURFACE N w w w I v cw� N cw� (II= = X w w N N Z Z Z Q I N d' J D=J It - - - O O a. 03 91$ m m w w AT CENTERLINE N x w w w m m II w w j1 00 -Co 00 a0 o w N p N iV iV CV 4-' _` J -- - - - 30 J N w w w w 295 r 295 - W e DI - - - - - -1.06% w w 1.0 Lv �/ r 8 DI - - -I - - - -- -- - - - - - - - -- - -6rJ - - - - - - - - _ W PROPOSED 6" WATER MAIN PER - 05.0. MAINTAIN 36" OF COVER. - 1 ea - - -- - - - - - - - -- 8 DI 290 REDUCER 1 ST - 12" PVC 117.10 LF 290 SL=1.0% r PER C5.0 - e = ST - 12" PVC 110.88 LF SL=1.0% PROPOSED 8" WATER MAIN PER PLUGGED 8" PVC STUB 1 0 7.00 LF SL=1.0% In, _ C5.0. MAINTAIN 36" OF COVER. _ LOCATION AND ASSUMED PROPOSED 6" FIRE PROPOSED 4" 285 INVERT DEPTH OF EXISTING LINE PER C5.0 - DOMESTIC LINE 285 COMMUNICATION LINE AT PER C5.0 LOCATION AND ASSUMED INVERT LO ATION AND j6SUMED INV RT OF EXISTING WATER SERVICE DE TH OF 12" ,ATFR MAIN AT q CAPPED 12" PVC STUB SS - 8" PVC 24.16 LF SL=1.0% 7.04 LF SL=1.0% CAPPED 12" PVC STUB 1.00 LF SL=1.6X 280 I 280 V -1+50-1+40 -1+20 -1+00 -0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1 +20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 J SW 69TH AVENUE J HORIZ SCALE = 20 VERT SCALE = 5 0 Y PBS ENGINEERING + ENVIRONMENTAL 300 - - 300 SANITARY PROFILE NOTE 1. SEE SHEETS C0.1 AND C0.2 FOR PROJECT NOTES AND MASTER LEGEND. Y e 2. MAINTAIN 18" MINIMUM EDGE TO EDGE VERTICAL SEPARATION BETWEEN 295 295 SANITARY SEWER AND OTHER UTILITIES. F w E 1 SEE SHEETS C4.0 AND C5.0 FOR ON-SITE UTILITIES. N 290 - _ _ 290 _ _ EXISTING SURFACE AT CENTERLINE W 0 > _ a Q) 285 -- - -- _ 285 _Q) Z W _ W a _ z a _ z °s O �I D 280 - 280 r3 d z ° m PROJECT: 70976.002 275 275 DRAWN: PVR 0 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 "This Design Complies with ORS 92.044(7), In That CHECKED: TDL No Utility Infrastructure is Designed to be Within 1 Ft. SW 69TH AVENUE DATE: SEPTEMBER 2017 of a Survey Monument Location Shown on a 8 Subdivision or Partition Plat. No Design Modification ATTENTION HORIZ SCALE = 20 DWG NO. SHEET NO. Nor Final Field Location Change Shall be Permitted Oregon Law Requires You To Follow Rules m If It Would Cause Any Utility Infrastructure To Adopted By The Oregon Utility Notification Center. VERT SCALE - 5 9 Be Placed Within the Prohibited Area." Those Rules Are Set Forth In OAR 952-001-0010 Through O OF t OAR 952-001-0090. You May Obtain Copies Of The Rules From The Center. 34 A < STA: 1+34.22 �� STA: 2+20.00 HAMPTON INN & SUITES TA: 3+97.07 a i . r �« STORMWATER DITCH 12.93' (L) GRADING Ix I ' . ` I 1jL „ , 1 I� (NO-WORK ZONE) EXTENTS STA: 1+88.00 STA: 1+90.00 A: 2+27.13 - STA: 2+90.88 _ t STA. 3+66.90 STA: 0+42.26 STA: 1+24.55 I I 19.25' (L) ° .00' (L) „19.25' (L) 19.25' (L) 13.00' (L) 12.50' (L) J 18.00' (L) ' ° J I W-4 END ROLLED CURB END ROLLED CURB BEGIN CURB AND GUTTER BEGIN CURB AND GUTTER '5 0o I tLA \• « I STA: 4+31.87 - STA: 0+21.29 _ _i I I / o v a m 0 6.78' (L) - PBS STA: 1+06.92 ' STA: 2+32.00 m m ro ro cc x � ° ss N N N N N N N .0 �N -- V W-5 13.00' (L) 12.50 L O STA: 1+86.00 / 18.00' (L) N STA: 3+09.00 STA: 3+510 / STA: 4+39.04 �, Q END CURB AND GUTTER END CURB AND GUTTER / 18.00' (L) / e" ss 18.00' (L) 18.00' (L) STA: 3+70.02 / / I r z6 92' (L) Engineering + BEGIN ROLLED CURB BEGIN ROLLED CURB W \ ST-34 STA: 2+67.00 I 18.00' L n Environmental 0- - - - � . �',S ;ING S 5 � 40 -� N- - `_STA: 2+29.37 ��8� , _ O- �8 $8 STA 1+47� Nom_ \ a I 12.3' L 18.00' (L) S111� CL NT N ST ~ / r 314 W 15th Street O STA: 3+91.08 \ -STA: 0+43.97 I 20' (R) - q / I I I ASPHALT Vancouver, WA 98660 11.2' L D c 12" • 12" Sd 12r SD 1z" - 12.00' (L) 12!' so X00 I \ 3606903488 STA: 0+00.00 I o O / 2'0 - - �- - - - - - - \ - www.pbsenv.com 15.26' (L)% I I I I / 18,�rn s'c1„ s1) d - S + - s- _ - =C �" - - �- - W-8 - 8 - \ +-t. S ST-17 S-4 - STG• ��g�, _.. _ BEGIN CURB AND GUTTER' _ -`STA: 0+57.05 - ' - 6 ° - r W I STA: 4+02.96 STA: 2+12.74 4.51' (L) ST? 4+21.14 I n0RFm1Q ed b _ 8 14.26 (R) -12' `� ° I vl - 224.1' (R) .90_(I X 10. 0' (R)�' N � -- X . RADING� ao STA: 1+75. 55 ` STA: 2+00.00 EXTENTS EX SSMH-3 STA: 0+05.10 \ � U _ - - - - - - _ I W STA -0+20 20.90f �t�� N N d 10.48 R 10.00' R - - -( ) ( ) STORMWATER DITCH END STANDARD CURBn_ � (NO-WORK ZONE)1.9' R N1 + I eT-27 STA: 1+56.85 n9iR 9 STA: 0+01.53 a STA: 0+90.65 1 8.1' (R) I I I / • , igledGitt 17.7' (R) --- - - A: 0+47.38 12.50' (R) bU.U' TRANSITION FROM I i LIlaomq C=US EXISTING STORM CATCH BASIN I STA: 0+22.4 1 I CROWN TO SHED-NORTH 017.09.04 RIM = 253.99' STA: -0+00.00 18.69' (R) 15.50' (R) STA: 1+26.56 HOUSE I ` I SIF tiE 1 10" CONCRETE IN (E) = 251.64' BEGIN CURB AND1.51'( R STA: 0+ 18.45' (R)STA: 0+39.39 12.28' (R) I 0' ' ' ' 9 S(n I 30.56 I 1� 10 20 40 12" CONCRETE OUT (W) = 251.54' 19.51' (R) STA: 1+39.20 W = I GRADING NTS END CURB AND GUOTTER I I Q o EXTENTS 20' SCALE: 1" = M \ I I 310 - -- --- 310 V PVI = 290.40 o Ill PVI STA = 3+49.00 'r? K = 20.00 160' VC 305 0IN o Q N N N O 305 W ~ W otOomoWN rnrnrn ` aoj00 ASSUMED INVERT DEPTH OF EXISTING WATER MAIN. rn14- NY^ N N N Z } J N LL N N a0 00 ao N `t N �N M Z !n W 3 Z LV 1i VERIFY EXISTING WATER MAIN SHALL HAVE 36" OF ___ F O 30011 11 v i; COVER AFTER GRADE IMPROVEMENTS. IF LESS THAN N N N 3 i; wm II z z z o 300 Z > PVI = 274.20 > > 30", COORDINATE WITH TVWD. �z N w > > o> N N - PVI STA = 2+14.00 m m r_s z W W Q<J N N N N (V = Z a K = 14.29 N - - - O c�W � - ww _ww_ Z tn� - _ O Q ASSUMED INVERT DEPTH OF EXISTING GAS MAIN. ro 1 2 0D m ao °o O Z 110' VC VERIFY EXISTING GAS MAIN SHALL HAVE 36" OF in Fr w W w W 295 0 0 COVER AFTER GRADE IMPROVEMENTS. IF LESS THAN _ 295 a Z Q m w o0i 00 00% 30", COORDINATE WITH NW NATURAL. 4. - 5 /J� Z ± N NN �-_ � ' G V 4 Q C J tries cries � ' � 01 PVI = 20+94. J 290 = ti a 290 PVI STA = 0+94.00 > > > > r X. DI (W1 K = 23.38 m m to W w Cnr too / , ' � � LOCATION AND � r 130' VC 0 n ASSUMED INVERT 0 or 000 r N / DEPTH OF EXISTING or ) o ,o r rn rn 7 L0 N i 0 GAS MAIN Q of co of 0 ^ ,ri L0 ca N LO it v i PROPOSED 6 FIRE 285 + � +� ad N CD N N N nz, � � �� LINE PER C5.0 285 O N N 6 t i 0 Gi w t I N 3 0) w z n 3 r� N ? o �/ / PROPOSED 8" 0 0 0 0 0 - 0 U ,�w z it 3 �. ? I ao ao WATER MAIN > > r7 r7 ro > > ao r z z z O I- - W w z PER C5.0 m m 0 w w 0 N - - - cn tr _ _ / Ex p/ PLUGGED 8 PVC STUB N 444N rZz o II ° - ` _ /� 3/• 4 280 ro N N 00 N N N II r N z z ao i0 c0 ao i/ S��g• 5.00 LF SL=1.0% - 280 �i cp t0 t0 CJi i-. OSED �i It II II 3 I II Noao N � � - - _ _ / 6g� NNNN � z �� � V) Fl ! wwww � ' / nPV0200 PWATEERMAIN LO 12 PER C5.0 V) N W z 0 r Nz - _ / CAPPED 12" PVC STUB vim`. F N > OF II N _N N_ N - 275 zNzzzp � � wwww � � -- - - - 275 W o 00 � Ila ao m I to a, - - - - � ' / _ 5.00 LF SL=1.0% w C5 c°t PROPOSED SURFACE w o+ w V^ AT CENTERLINE / / o\��t> J 0r7 YII r100 .011) . 0 F EXISTING SUR 270 QCO / _-- /Ex•11 AT 270 to IN_N p N 10 11 z 00 110q (o oi LO 01 1 ' V o Lq NmN mNz o v1 � _ wPVC4(3,23 I \Y 265 N M 00 3 0 > 1 00 au / ' � + - _ Sj � 12 _ s -- 26504 / = 00 � 0 L w 3 N Z SL,5 6% ST - 12" PVC 22.26 LF SL=8.3% m a0 a0 (3�6% " 6 5(3 LF ILnZ OW � W W VG 1,5 Q r' N z " - P 260 M IINN Sj , 12 W W 260 0 U) W. d Lu a N 255 %6 4� 255 'm 12" PVC 51 66 m m O 3 a ui LL 250 250 0 rr r1 o z O z J a a O 245 245 Ln w 16 -0+60 -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1 +60 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 m' SW CLINTON STREET 0 0 HORIZ SCALE = 20 PROJECT: 70976.002 0 VERT SCALE = 5 DRAWN PVR CHECKED: TDL "This Design Complies with ORS 92.044(7), In That PBS ENGINEERING + ENVIRONMENTAL y g SANITARY PROFILE NOTE DATE SEPTEMBER 2017 No Utility Infrastructure is Designed to be Within 1 Ft. E of a Survey Monument Location Shown on a DWG NO. SHEET NO. Subdivision or Partition Plat. No Design Modification ATTENTION 1. SEE SHEETS C0.1 AND C0.2 FOR PROJECT NOTES AND MASTER LEGEND. O Nor Final Field Location Change Shall be Permitted Oregon Law Requires You To Follow Rules a If It Would Cause Any Utility Infrastructure TO Adopted By The Oregon Utility Notification Center. 2. MAINTAIN 18" MINIMUM EDGE TO EDGE VERTICAL SEPARATION BETWEEN /„� OF Those Rules Are Set Forth In OAR 952-001-0010 Through SANITARY SEWER AND OTHER UTILITIES. V■ 1 Be Placed Within the Prohibited Area." OAR 952-001-0090. You May Obtain Copies Of The Rules From The Center. 34 3. SEE SHEETS C4.0 AND C5.0 FOR ON-SITE UTILITIES. PBS Engineering + Environmental 314 W 15th Street Vancouver, WA 98660 360.690.3488 www.pbsenv.com 260 260 PBS ENGINEERING + ENVIRONMENTAL nedb SANITARY PROFILE NOTE '10 . 1. SEE SHEETS C0.1 AND C0.2 FOR PROJECT NOTES AND MASTER LEGEND. 1��a�itt,o Engineerin 255 255 2. MAINTAIN 18" MINIMUM EDGE TO EDGE VERTICAL SEPARATION BETWEEN a Environmey SANITARY SEWER AND OTHER UTILITIES. N ORIE1m-Nivi, / �i EngjpeQ g, ' 3. SEE SHEETS C4.0 AND C5.0 FOR ON-SITE UTILITIES. L =Btt 4a nlegvi ,c=U 017.09.04 250 -- 250 (F',PIRES: 0 EXISTING SURFACE O AT CENTERLINE 245 / / / 245 LU 240 240 LU LU 235 / / 235 0Z W -3+20 -3+00 -2+80 -2+60 -2+40 -2+20 -2+00 -1+80 -1+60 -1+40 -1+20 -1+00 -0+80 -0+60 Z W SW CLINTON STREET Z Q j HORIZ SCALE = 20 ZO O VERT SCALE = 5 F- 0 Q L U = ti 320 320 N� r I.L. V 315 315 310 310 EXISTING SURFACE — — — — I O 305 AT CENTERLINE — — — — — — T 305 .0 J 300 _ 300 V Y r _ 0 295 - -- 295 I 290 290 U v W n 0 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+50 a 0 r SW CLINTON STREET m HORIZ SCALE = 20 m VERT SCALE = 5 a ui 0 R a 0 a a a Z o O M W o W K "This Design Complies with ORS 92.044(7), In That No Utility Infrastructure is Designed to be Within 1 Ft. of a Survey Monument Location Shown on a z° Subdivision or Partition Plat. No Design Modification 0 Nor Final Field Location Change Shall be Permitted PROJECT: 70976.002 If It Would Cause Any Utility Infrastructure To DRAWN: PVR o Be Placed Within the Prohibited Area." CHECKED: TDL U ATTENTION DATE SEPTEMBER 2017 9 Oregon Law Requires You To Follow Rules DWG NO. SHEET NO. Adopted By The Oregon Utility Notification Center. Those Rules Are Set Forth In OAR 952-001-0010 Through /1 //�� /A1 = OAR 952-001-0090. You May Obtain Copies Of The Rules From The Center. ■ i�1 .L OF i V V 34 C t* 8S : 2+11.00 I� 6.0n' ,'0�' (L) /. r �° 0' (L) 2 STA: 2+71.00 STA: 3+23.31 STA: 3+89.50 STA: 4+14.00 cT I A: 4+39.00 STA: 4+64.C'ti i I ti$1 ^b A: 2+18.40' 10.50' (L) 6.00' (L) 6.00' (L) 8.00' (L) 276 8.00' (L) _ 8.00' (L) , 6 ` WI °o .00' (L) - - -_ m R TAINING STA: 1+42.72 --� - - , , , STA: 3+45.00 W (� STA: 5+46.99 WALL I 280 STAN 2+05.00- - A: 2+23.40 _: �_�_. _ o STA: 0+29.61 BEGIN CURB AND GUTTER N ���� 7.25' (L)_ _=,T .00' (L) '--� 7.25 (L)- �a � ° + 1 6.00 (L) STA: 5+74.47 p 20.72' (L) 275 . X- -M tiSTA: 2+33.00. . . . :. . • a 6 00' o STA: 0+44.61 ° •a n •. � , ------- -------------- ---- -- --- -------- ------3 �� _ 272 ) L + 6.00' (L) : + ry. , N 6.00' (L) PBS E x •. y°. Engineering + L STA: 0+30.00 ° co 12" SD g'" so -t2., sD _ 2 - -'P - - - �' .. _ - -� - N° •. ... ry ° - s - -- gig- - -- - - - -�o,, '$- - __ _ >> - -�"- - - Environmental m 0.00' O 4+ p _ 4 W 15th - - I - -�`�-703r WA E- -4± - - r N _ __-XISTING S 1 _ -� -- - ST - - - - - - - - 6 00 ( ) .47 Van 660 • _ TING �A:-3i•9'�69 X - - N\ �J STA• 5R+74 31c3 06903 88 8t X X _ .-X - - - - - a A: 4+40.00 STA: 4+89.83 1.9 (L)` - . 6.00 (R)� Q J ST-26 ww.pbsenv.com + - � � 6.00' (R) 6.00' (R) � www.pbsenv.com STA: 3+18.43 SA ARY S RMA LE STA: 2+99.70 STA: 3+35.21 BEGIN CURB AND GUTTER f STA: 5+54.47 STA: 0+30.39 STA: 0+45.39 STA: 1+42.72 + + 6.00' R 0 (,PROF , � � =p =269.71' . ( ) ��2.4' L 6.00' (R) iU 13.07 (R)I STA: 3+15.56 ( ) 100.0' TRANSITION FROM a� 1 6.00' (R) R /Q FS 21.27 (R) 6.00' (R) .. Q � i „ Pv N)=2 s' �r/ BEGIN STANDARD CURB END STANDARD CURB ii o IE a" C (5 53.96' a w I 13.49' (R) SHED EAST TO SHED WEST 150.0' TRANSITI�R M O I SHED WEST TO SHED EAST HOUSE \\ ?. \ 6I I gi Ilys DedRwam`o/ / I J I OUSE HOUS \ ti I1� c Ti �w't,o=P65 E gme ` ~ y' I\\ - ` ,I I�+ o =Civil E e�ir6 Av Q4 \ I / e ail=tim.leavi com,c=US m 0' 10' 20' 40' 260 I D e: N SCALE: 1" = 20' \ \ I 295 _ 295 ''^^ v+ LSI O o PVI = 268.92 290 + o PVI STA = 3+00.00 290 p m K = 22.81 p p + -__ ___ - - - - - - - O ¢� i- (?W- _11 = W O M �FWr`AA- � aW 100' VC u O + 0W (n 00 O0U0 Z� N LO a 285 a(o CO o w LO 285 Ld r, Ln o ¢ O W 04I + + > W co Lo NN 0- MN I o (jr) + Im C14 II Y �L;j Q 4 p, ( LSI C ( Q NLZZQJC� J U d QN ZW t0 (0 (DfFQna (D (O (DX04 0 w > PROPOSED SURFACE a mm rCli CO- ww N 0 M m N N N mix N U Y(O w II ! 3 W II to 280 W a�LLI r- o !� Y, 280 O � cw m Lo j , ¢L'i- o >r r, X [D LLJLLJ W^W EN O pii LLJ � � � (EXISTING SURFACE p> N M 7 w 0w �OfWF z z z p p (I w (LAT CENTERLINE r 11 NIN cV N V 20% DJ � ILLJ > Q Uj oo 00 00 0 > U)[n M � ' W Q'J V) WW crl N O z p W WW W W 7 w 1O275 -3.20X dO t0 UW 275 2 N ( 04w y1ro Oro aa QW w a w > V, � N3.20w _< � - 2.00 -1.00%L- o L -0.56% N - Ld 1 J LL .18% - - - - 270 - - - - - - - - _ 270 � I 265 -- - - -ST - 12" PVC 195.50 LF SL=0.5% 265 ASSUMED INVERT DEPTH OF EXISTING GAS MAIN. VERIFY EXISTING GAS MAIN SHALL HAVE 36" OF - e CAPPED 12" PVC STUB 7.19 LF SL=1.0% COVER AFTER GRADE IMPROVEMENTS. IF LESS THAN CAPPED 12" PVC STU ° 30 COORDINATE WITH NW NATURAL. 5.00 LF SL=0.7% 0 260 -- - - --- --+ - -- - 260 I ' PLUGGED 8" PVC STUB 15.00 LF SL=1.0% J 255 255 J 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 SW 70TH AVENUE v O HORIZ SCALE = 20 VERT SCALE = 5 p 280 280 PBS ENGINEERING + ENVIRONMENTAL SANITARY PROFILE NOTE U S 1. SEE SHEETS C0.1 AND CO.2 FOR PROJECT NOTES AND MASTER LEGEND. a 275 275 2. MAINTAIN 18" MINIMUM EDGE TO EDGE VERTICAL SEPARATION BETWEEN o c SANITARY SEWER AND OTHER UTILITIES. y R 3. SEE SHEETS C4.0 AND C5.0 FOR ON-SITE UTILITIES. - - - - - - - - - - - - - EXISTING SURFACE 270 - - AT CENTERLINE 270 > ` > g 265 _ _ _ 265 (1) o W W o ASSUMED INVERT DEPTH 0 EXISTING GAS MAIN _ ° "This Design Complies with ORS 92.044(7), In That No Utility Infrastructure is Designed to be Within 1 Ft. 260 260 °z of a Survey Monument Location Shown on a g Subdivision or Partition Plat. No Design Modification j PROJECT: 70976.002 Nor Final Field Location Change Shall be Permitted DRAWN: PVR o If It Would Cause Any Utility Infrastructure To I u Be Placed Within the Prohibited Area." 255 255 CHECKED: TDL 6 g 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 DATE: SEPTEMBER 2017 ATTENTION SW 70TH AVENUE DWG NO. SHEET NO. Oregon Law Requires You To Follow Rules H O R IZ SCALE - 20 12 Adopted By The Oregon Utility Notification Center. ^ ^ ■ d Those Rules Are Set Forth In OAR 952-001-0010 Through VERT SCALE = 5 !v_„ 3 OF t OAR 952-001-0090. You May Obtain Copies Of The Rules From The Center. 34 X - - - - - - t9 x - - - 19 STORMWATER DITCH 4.5' - -1 (NO-WORK ZONE) SW 69TH AVENUE 10.0' 18 MIN 3 1 STORMWATER DITCH 8_ 8_ - - - -48 1 (NO-WORK ZONE)_ Aerie Ej[e Tru2 2 2 2 2 2 Truck $ 1 1 1 NWUEPORT III 100 NC4T 659 (U) 1 I 13 17 15 PBS 8.0' 4 3 2Engineering + • .� • `a ❑ ° 23° Environmental • q •: 7 ® 22.0' ° .Q q • q ° 24 ° 914 W 15th Street " " " " " a c 8 rn + Vancouver, WA 98660 .. " " " " " " " " " ± y 360.690.3488 YH ♦' ♦' www.pbsenv.cnv.com m ° I I` , ~F r � • •)� nedb �m�l X o Engineering Q= FF = 289.9 HAMPTON INN & SUITES , , .a 3 '� Environm�e�r� I FF = 290.9 G7 r nEF�f iv i_ n / 9�t� 9, I A� tKn e5vitt 22.0' • L�` m,C=U i e:2017.09.04 1'f2j6#47'00' 9 9 10 9 I. " 16 ` .f 3 ® 9.0'- d f--�-.=6 09.0' , a �J,� . " d• O ¢ Z 20 9.0 11.0 9.0' 4e i 18.0' X5.0' X5.0, q Z Q I HOUSE j Ill 17 I " 6 26.3' - F.. " �5 (TYP.) 7 26 7 7 26 7 Q a ,:. 21 T M 0 s+oo CO W (n " 24.0 - N Ci I I " 16.1 ° I / 06 Z _V - 16 -_3 ® 9.0' " 60 ��`�` " " . . " . 8 ® 9.0' •• I Z m1 g 5.0' a,. 18 I Z = Z Z 16.0 GARAGE I I 29.2' ' I 3 " 6 24.0' �1a.o' FF = 277.0 `� Q a = a ® _ z04 " 18.6' 15 V 17 " 3 ® 9.O' DECK " " 19 ® 9.O' - - Q Z ° ' ''^^ UNDER I I V Z I 22.0' g 21 ® 9.0' erial Fire Truc) I HOUSE 20.0' RP REPORT .. ° X w - N e ial FF�T rucs� w �. . ' 24. 2+00 0 14.5' X ' :. �. " " " 9.0' " d ♦a q. x . " " 2•. . " • .. ° x 21 ® s.o " - " ` 2. .d 12 � V 13 j • q ' - s ii SS 4 0 8 ig- �+ +g - SW 70TH AVENUE - �- - 12.0' $ 12 x O F8 - - - - -+±- - -- X X X : . a X - - X X - X X 23 \ Q - ,. -. X - t-=�= - -- - - -- GRAVEL DRIVEWAY 25 - - 4' HIGH _'CLONE FENCE f 22 0 a CONCRETE CONCRETE SLAB • WALK �1 25 = \ 6" WOOD \ RETAINING . \ 0' 10' 20' 40' WALL HOUSE HOUSE HOUSE \ o g OO s I I SCALE: 1" = 20' N 1 GENERAL NOTES O INSTALL ADA CROSSING: 1' WHITE PER GROUP 'CW' OF 17 INSTALL MUTCD ONE WAY SIGN R6-2 WITH ARROW POINTING w, MATCH LINE ODOT DETAIL TM503/C9.1. RIGHT PER GENERAL NOTE 3. SIGN SCHEDULE , i 19 x 1. SEE SHEET C0.1 AND C0.2 FOR GENERAL NOTES AND INSTALL ACCESSIBLE PAVEMENT MARKING SYMBOL PER TURNING MOVEMENT: SEE VEHICLE 2/C7.0. 1 z LEGEND. O7 18 CODE QTY LEGEND SIZE x 2. SIGNS ARE NOT BRACED. DETAIL 3/C9.2. INSTALL MUTCD STOP SIGN R1-1 PER GENERAL NOTE 3. 19 275' SIGHT DISTANCE TRIANGLE PER TRAFFIC IMPACT R1-1 2 STOP 30" x 30" i K 0 3. INSTALL SIGNS PER ODOT DETAILS TM200/C8.9, O ANALYSIS. a R7-801 4 RESERVED PARKING 18" x 12" a TM602/C8.9, TM635/C8.9 TM676/C9.0 AND TM681/C9.0 INSTALL MUTCD ADA HADICAP SIGN R7-801 PER DETAIL AFFIX MUTCD NO PARKING ANYTIME SIGN R7-1 WITH ARROW F UNLESS OTHERWISE NOTED. O9 5/C9.2. 20 LANDSCAPING POINTING LEFT TO LIGHT POLE. R7-801A 1 VAN ACCESSIBLE 18" x 9" z z SIGNAGE AND STRIPING NOTES 0 O INSTALL MUTCD ADA HADICAP SIGN R7-801A PER DETAIL O AFFIX MUTCD NO PARKING ANYTIME SIGN R7-1 WITH DOUBLE '� X 21 R5-1 1 DO NOT ENTER 30" x 18" o O INSTALL SIDEWALK BARRICADE PER WASH CO. DETAIL 10 5/C9.2. HEADED ARROW TO LIGHT POLE. - I w S 6020/C7.0. R7-1 7 NO PARKING 12" x 18" / 11 INSTALL MUTCD DO NOT ENTER SIGN R5-1 PER GENERAL INSTALL SW BAYLOR ST SIGN PER ODOT DETAIL TM223/C8.9 19 X g INSTALL ON-STREET PARKING MARKING: 4" WHITE NOTE 3. 22 AND PER GENERAL NOTE 3. O R6-2 6 ONE WAY 18" x 24" °z THERMOPLASTIC PER GROUP 'P' OF ODOT DETAIL INSTALL MUTCD DO NOT ENTER SIGN R5-1 ON BACK OF THE TM503/C9.1. t2 STOP SIGN PER GENERAL NOTE 3. 23 INSTALL SW CLINTON ST SIGN PER ODOT DETAIL TM223/C8.9 TM223/C8.8 1 SW 69TH AVE PER TM22 / AND PER GENERAL NOTE 3. _ _ _ PROJECT: 70976.002 O I I L INSTALL ADA CROSSING: 1' WHITE THERMOPLASTIC PER 13 INSTALL MUTCD NO PARKING ANYTIME SIGN R7-1 WITH TM223/C8.8 2 SW 70TH AVE ER TM22 3 GROUP 'CW' OF ODOT DETAIL TM503/C9.1 AND ARROW POINTING LEFT PER GENERAL NOTE 3. 24 INSTALL SW 69TH AVE SIGN PER ODOT DETAIL TM223/C8.9 O MATCH UNE DRAWN: PVR 9 TM530 C9.1. _ AND PER GENERAL NOTE 3. TM223/C8.8 1 SW BAYLOR ST ER TM22 INSTALL MUTCD NO PARKING ANYTIME SIGN R7 1 WITH Z / CHECKED: TDL 14 DOUBLE HEADED ARROW PER GENERAL NOTE 3. INSTALL STOP BAR: 1' WHITE THERMOPLASTIC PER GROUP 25 INSTALL SW 70TH AVE SIGN PER ODOT DETAIL TM223/C8.9 TM223/C8.8 2 SW CLINTON ST ER TM22 DATE: SEPTEMBER 2017 S' OF ODOT DETAIL TM503/C9.1 AND TM530/C9.1. O INSTALL MUTCD NO PARKING ANYTIME SIGN R7-1 WITH AND PER GENERAL NOTE 3. E INSTALL PARKING MARKING: 4" WHITE PER DETAIL 15 ARROW POINTING RIGHT PER GENERAL NOTE 3. DWG NO. SHEET No. 777 B O 26 INSTALL ACCESSIBLE AISLE MARKINGS PER DETAIL 4/C9.2. 1/C9.2. 16 INSTALL MUTCD ONE WAY SIGN R6-2 WITH ARROW POINTING 13 LEFT PER GENERAL NOTE 3. C7 .O OF 32 C 60.0' 60.0' ROW ROW 3/4 3/4 Li STREET IMPROVEMENT 3 w 3 w STREET IMPROVEMENT 3 w PBS oz Oz 0z Oz V), ��J 00 SIJ j ��J �I0 SIJ Engineering + I�-12.0' 28.0' 20.0' I- -12.0' 28.0' 20.0' Environmental 314 W 15th Street SIDEWALK PER COT SIDEWALK PER COT STANDARD CURB PER AC PAVEMENT PER Vancouver, WA 98660 z AC PAVEMENT PER z 360.690.3488 ? DETAIL 120/C8.1 CURB AND GUTTER PER z DETAIL 120/C8.1 COT DETAIL 125/C8.1 DETAIL 6/C8.0 DETAIL 6/C8.0 www.pbsenv.com C)/ 2% MAXI COT DETAIL 126/C8.1 i 2 MPX o 2% MAXI PX D 2% MIN. I a / ° / 2% M 1 M 00 R FESS SLOPE 1 IN. 2 _ 2: q I = �Lbgp / l \\ /i%% o� oDo�o� o 0 oQoQ /'� tau iWe0bj8run�[+am4 / \\\ I \\/ \\\\\\ I N: =T if vitt.o=PBSA /� // //\///\//\//\//\// ngin in Nttl v / mail=tim.le .com,c=US 5.0' 5.0' 2.0' 8.0' 10.0' 10.0' 5.0' 5.0' 2.0' 8.0' 10.0' 10.0' 1 SIDEWALK INFILTRATION SIDEWALK PARKING DRIVE LANE DRIVE LANE SIDEWALK INFILTRATION SIDEWALK PARKING DRIVE LANE DRIVE LANE PLANTER ST-20 PLANTER ST-23 PER DETAIL 1/C8.3 PER DETAIL 3/C8.3 SSW 69TH AVENUE SECTION (�2�SW CLINTON STREET SECTION C8.0 SCALE: NONEC8.0 SCALE: NONE W ROW VARIES W 60.0' 3:: w wU 3: w ca Z W ROW ROW 0 z_ 0 z_ VARIES / J Z W ole STREET IMPROVEMENT W � Z 0z 09 oZ I I Z Q \ 3 J J , �rJr��I SAFETY RAIL I I / J 01-J PUBLIC v ( STREET IMPROVEMENTS L1 BIVATE PER STRUCTURAL PLANS BUFFER Z O Q i -VARIES VARIES VARIES' I I 13.0' 12.0' 1 5.0' O / CURB AND GUTTER PER to 0. W STANDARD CURB PER VARIES r COT DETAIL 126/C8.1 SIDEWALK PER COT COT DETAIL 125/C8.1 AC PAVEMENT PER APPROX. 12.0' - 12.0' 8.0' 0 I AC PAVEMENT PER DETAIL 120/C8.1 ( X a y 0 DETAIL 6/C8.0 PX 6.0' DETAIL 6/C8.0 2% MAX MP GC 2. 1 MqX 2'1 M I AC PAVEMENT PER SIDEWALK PER COT I \ I 2. 1 M / / 133.• 11� W / DETAIL 120/C8.1 // ASPHALT CONCRETE A - 2% MIN. 1 AX Q X 2% MIN. 2% MIN. DETAIL 6/C8.0 / / / / / / / / X M 2. M 2�rri MPX \ 0% SLOPE MAX PER PLANS \\\\\\\\\\\\ //� \ /� /�\/ PER DETAIL 7/C8.0 .. V .� iJ. J' '� �.' "✓ r✓. :`% � l�' �' '..`'fir,_/` 1��� � ,. AX a o0 00 oa oa o0 00 00 00 0 z - - /\\/ /\ \\\\\\\\\\\\ /\\ \\ I o \\\ \ \\ \\ \\ \\ \ \\ \\ \ \ oc 0 0 0 0 0 0 0 0 0 0 /vA/vA/vA/vA/vA/vv/v /\ �V ////////// � \\ 12.5' MIN 12.5' MIN 5.0' 12.0' 5.0' 2.0' DRIVE LANE DRIVE LANE INFILTRATION PLANTER ST-30 I 12.0' 2.0' 5.0' 9.0' 1.5' DRIVE LANE SIDEWALK SHOULDER PER DETAIL 4/C8.3 DRIVE LANE SIDEWALK 5.0' SIDEWALK INFILTRATION LS INFILTRATION PLANTER ST-11 AREA PLANTER ST-25 PER DETAIL 4/C8.2 PER DETAIL 2/C8.3 3 SW CLINTON STREET TRANSITION SECTION WIDENING (�4�SW 70TH AVENUE ROAD SECTION 5 SW 70TH AVENUE ROAD SECTION C8.0 SCALE: NONE C8.0 SCALE: NONE C8.0 SCALE: NONE V J J U O Y FINISH GRADE FINISH GRADE > �Q g:? 0 0 0 0 0 0 W E a 4" THICKNESS AC PAVEMENT 3" THICKNESS AC PAVEMENT 3" MIN. (3/4"-0) CRUSHED ROCK 8" MIN. (5/8"-0) CRUSHED SUBGRADE < 12" MIN. (2"-0) CRUSHED ROCK m COMPACT SUBGRADE TO 95% COMPACT SUBGRADE TO 95% J f Z o NOTES NOTES O 1. AC BINDER: PG 70-22, PER ODOT SS 00744.1. 1. AC BINDER: PG 70-22, PER ODOT SS 00744.1. > o w m 2. AC: 1/2-INCH HOT MIX, MINIMUM LIFT THICKNESS OF 3.0 INCHES, PER 2. AC: 1/2-INCH HOT MIX, MINIMUM LIFT THICKNESS OF 3.0 INCHES, PER ODOT SS 00744.13 AND 00744.14. ODOT SS 00744.13 AND 00744.14. d N Z 3. COMPACT TO 91% RICE DENSITY, PER ASTM D2041. 3. COMPACT TO 91% RICE DENSITY, PER ASTM D2041. PROJECT: 70976.002 0 r DRAWN: PVR �6 PUBLIC ASPHALT CONCRETE SECTION ��PRIVATE ASPHALT CONCRETE SECTION REFERENCE ONLY CHECKED: TDL C8.0 NOT APPROVED WITH THIS PERMIT SCALE: NONE C8.0 SCALE: NONE o DATE: SEPTEMBER 2017 J E B DWG NO. SHEET NO. 14 v C8 .0 OF L 34 CURB JOINT /-D�AINAGE BLOCKOUTPBS SEE STD 3I.D. SCHEDULE 40 DETAIL No. 1465' MIN. SEE NOTE 5 ROW 6 DWV (ABS OR PVC) EXISTING DRIVEWAY - Engineering + PIPE W/COUPLING MATCH WIDTH & GRADE 1 1" BATTER q :71Environmental 2% ROA 1 - III R/W LINE SEE NOTE 3 314 W 15th Street ROAD '• R 6 EDGE -_ 1 6" Vancouver,t WA 98660 - 3/4 - r►{ D '1 6, R 12" 360.690.3488 ° " SEE NOTE 4 www.pbsenv.com 2" OF 3/4"-0" BASEROCK ' ° °AMAX. 5'fMIN �27 SIDEWALK COMPACTED SUBGRADE 6" 5' --�- �- DRAINAGE BLOCKOUT • " o • i g711%88PE- ROFFss3" I.D. SCHEDULE 40 BASE COURSES • • ��6� NF �pDWV (ABS OR PVC) SEE � y - PIPE W/COUPLING 24 LANDSCAPE NOTE 3 LANDSCAPE SIDEWALK ADJACENT TO CURB 0 " " 0 0 16" COMPACTED SUBGRADE STRIP SEE NOTE 2 STRIP d • 0 o � OREGON o 0 p o 0 0 .G` o0 09 PLANTER 5' MIN. ROW O O Q O n a A ��� LEAv��� 6" O Q 0 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. 30' MAX �-2% 77-7.: :.._ ;';;': :: `:`; Q �O Q ° ° 3' 10' MIN 3' EXPIRES: 12/31/18 ROAD _ e 2. EXPANSION JOINTS: PLAN I I I I lr I-I A. TO BE PROVIDED: PLAN R/w �Py/ HI T. g„ 1) AT EACH POINT OF TANGENCY OF THE CURB. 2 OF 3/4"-0" 2) AT EACH COLD JOINT. 8„ QR�� BASEROCK COMPACTED SUBGRADE 3) AT EACH SIDE OF INLET STRUCTURES. 3/4" PROJECTED TOP COMPACTED SUBGRADE 4 A OF CURB �2% MAX NOTES,e ) AT EACH END OF DRIVEWAYS. , t 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. d SIDEWALK AWAY FROM CURB 1. EXPANSION JOINTS: �/� B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, STREET I - =III-III=1 ��'/ (/r i� A. TO BE PROVIDED: WITH A THICKNESS OF 1 2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. d, i : I1j1 - �kqy� W 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. 1) AT EACH POINT OF TANGENCY OF THE CURB. / _ =III (I 2) AT EACH COLD JOINT. 3. CONTRACTION JOINTS: o opo 0 0 ' A - =III -' LL 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. v p o 0 0 -III= = 3) AT EACH SIDE OF INLET STRUCTURES. ° 0 0 0000 sp e _P • �'rrd'a,6 " ,o SEE NOTE NO. 4 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT 4) AT EACH END OF DRIVEWAYS. A. SPACING TO BE NOT MORE THAN 15 FEET. ° ° -111��I-11141f-111=i11_11 000 00 �i In=Til- I 1 / 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. 1T�11= 1 '^ W IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND v+ PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT 4. BASE ROCK 2"-0" OR 3/4"-0", 95% COMPACTION. BASE ROCK SHALL BE TO 2" OF AGGREGATE = Z SPACING NOT TO EXCEED 45 FEET. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. SECTION A-A (3/4"-0") COMPACTED 06 WITH A MINUMUM THICKNESS OF 1/2"AND SHALL COVER ENTIRE CROSS Z W 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, SECTION OF CONCRETE. 5. DRAINAGE BLOCKOUT - 3" DIAMETER PIPE: Z W ` THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. W` ,^ 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART A. 3" I.D. PIPE WITH COUPLING. NOTES: Z � v+ 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. / J OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB- Z = O A MINIMUM THICKNESS OF 4 INCHES. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1 2" RADIUS ALONG BACK OF CURB. O Q C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' / R r 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED CO �AA++ SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED AND MAX. OF 3 FEET FROM PROPERTY LINES (SEE NOTE 5 STD DETAIL NO. 126 A 1.� W OVER PIPE. 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERALG 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 4. (FOR COMMERCIAL DEFORMED . PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. r� AL DI AT 12" EACH WAYin RVEWAYS ONLY) � �NO SCALE CITY OF TIGARD W CITY OF TIGARD APPROVED SIX Br. APPROVED In. APPROVED e7: NO SCALE CITY OF TIGARD NO SCALE crrY OF TIGARD NO SCALEIlessessa OREGON MICHAEL A. STONE, P.E. ' OREGON MICHAEL A. STONE, P.E. ' OREGON MICHAEL A. STONE, P.E. OREGON LORI FAHA, P.E. sonessi COMMERCIAL ti ENGINEERING DIVISION CONCRETE DWG NO. ENGINEERING DIVISION STANDARD DWG. NO. ENGINEERING DIVISION DWG. NO. ENGINEERING DIVISION /w I7fY D1016N Q1T tRQIFER onr FNWEDt OlV dOND]7 DWG. N0. VIl PUBLIC WORKS DEPARTIVENT PUBLIC WORKS DEPANTAdENI' PUBLIC WORKS DEPART.LIENt PUBLIC WORKS DEPARTS ff Q r Lim S.W.HAIL.BLVD. SIDEWALK 13US S.W.HALL.BLVD. 13US S.W.RAU,BLVD. CURB do GUTTER0717129 S.W.HAST.BLVD. TIGARD,OREGON 97227 JANUARY 2013 1 20 r s TIGARD,OREGON 97727 JANUARY 2013 CURB 1 25 TIGARD,OREGON 97227 JANUARY 2013 1 26 TIGARD,OREGON 97227 FEBRUARY 2016 DRIVEWAY 143 A/ I VOICE:(603)63R- n VOICE:(503)6 4171 a VOICE:(603)679�41n 1 VOICE:(303)6794171 L:L PAX: (503)680.7297 APPROVAL DAIS PAX: (60.7)687297 APPROVAL DAR PAR: INS)6847297 APPROVAL DAR PAX: (503)650.7297 APPROVAL DAIS �Q V Normal curb h"expansion join[filler Top of curb 1 6" (-�6"�( To n removed'8 rad. B/4" rad. I I upon extension of curb. Finish grade 3 rad. Gutter Line w w . '. : Finish grade eVar. 1 ' 11 (Slope 5\oP --1----�------- w ope var.) ro TACK ALL EXPOSED MATERIAL iN Batter 6:1 Batter 6:1 PATCH AC TO GREATER OF 3' _^ •" ' '•" v .:• :•.;• :•::; •: ..: : ::: : .:: : ;•-.:• :• •:• :• ::• :•..;• : .::. THICKNESS OR EXISTING W + 12 MIN ':�. •��: � C\ 6" MIN. 6'MIN. . . . . .. _.. 1.5' f Bottom of curb SAWCUT EXISTING AC O.D.O.T. &City of Portland Standard "H"=16" 6' 4.5' STANDARD CURB MOUNTABLE CURB CURB ENDING DETAIL J Var. 24"or 30" `O Gti^vcrn 5 :.6?' '•. { Var.2 4"or 30" •. I "n000 0 °0 ° ° 00 ° o 00 in plans 00 specify plans 0 0 00 00 O 02 0 0 0p00O00o0 oO 8�O00 �a8o p ° o � ° o 01s o O-Y4" rad. 60 0O 0 O ° I aoO° O° " dO OBatter 6:1 3s'rad -1Finish grade 05 ° W O O°oO OTrad. (Slope varGUTTER PAN NOTES Finish grade o ; % slopeSlope varies, o Oo noes •rad (Slov r.Slope 8.3%normal. Use 5.0%slope for gutter width greater than 24". o 0 00 `` See utteSlope 4.0%at ramps.Varyslo a as re d.for drainage. see utter notes 0 BatterVY Varywhere shown on plans, and allowed by jurisdiction. in Batter 6:1ExI5T1NG °O O O O 00 3/4" - 0 n ' • • 'n : : . . 6" min.to 7" BASE ROCK .- 0 O QO 00 CRUSHED ROCK .' �.:'. •�.:'. y..•7 •�-:t 00 X00 O �. � • 000000°000 0 0 000 CURB AND GUTTER MOUNTABLE CURB AND GUTTER °c�0oo°0 ca 0�0 Y Curb, Or Finish grade Finish grade (Slope var.) #4 12"centers (Slope Var.) PIPE 207E Future sidewalk curb and gutter w " rad. �• rad. thkn. (4'min.) (Type var.) 3" PVC pipe, Curb, or here re d. hype va gutter �,•"rad. s/f rad. ---------- ------- (W req'd.) ) ❑ 1:4 Finish grade - --- _-- -- •� S.0% 5. (Slope Var.) ------ TY .� .�. _____ 3"dia. BEDDING weep hole cc C �. :�. ..: '%%•-. :)'• ' m rC Finish grade • I,' ' o '• 8" norm.,vary form shelf into curb when ':I ; -; - 't'. '�:.'• ' (Slope var.) I N as shown on plans curb and sidewalk will not ':t ' �: •:'�'• -___�= 5%--► _L �_ (.- 2"RYPJ o •. �':':•':':• or as directed be poured at the same time 'il : -.':1;�:•t� ' � '•�- ' � -- #407" ^ I t •: . : -� centers I wI 20" 20" 11.O TEE CUT TO BE DONE AFTER EXCAVATION AND BACKFILL OF TRENCH. m 2•-I I --Var. - - - 40" 2. SEE STD. DRAWING NO. 590 FOR BEDDING. PIPE ZONE, AND TRENCH BACKFILL. LOW PROFILE VALLEY GUTTER MOUNTABLE CURB MODIFICATION FOR KEYWAY WEEP HOLE DETAIL (Where shown on plans) (Where shown on plans, and allowed byjurisdlction) u1c.5oox no....__ N/A----_ BASELINE REPORT DATE 22 JUL•201_6 z p NOTE: All natetlal and workmanship shall be In accordance with O X GENERAL NOTES FOR ALL DETAILS: the current Oregon standard specifications O `c 1. Curb exposure"E"=6"to 9", as measured vertically from flowline to highest point on S. Tops of all curbs shall slope toward the roadway at 1.5%max. (Max. 2.0%finished The selection and use of this w � OREGON STANDARD DRAWINGS curb.Vary as shown on plans or as directed. O.D.O.T standard "E"-7". surface slope), unless otherwise shown, or as directed. Standard Drawing, while de- 2. Const. expansion joints at 200' maximum spacing,and at points of tangency, and at 6. Dimensions are nominal,vary to conform with curb machine approved by the engineer. signed in accordance with on ends of each driveways. 7. Dimensions adjacent to radii are measured to the point of intersection of curb surfaces. genera//y accepted engineer- CURBS O o 3. Const. contraction joints at 15' maximum spacing, and at ends of each inlet and ramp. S. For sidewalk details, and monolithic curb&sidewalk, see Std. Drg. RD720. Ing princip/es and practices, z 4. Transitions shall be used to connect curbs of different exposures "E". 9. For drainage curbs,see Std. Drg. RD701. is the sole responsibility of T-CU T the user and not PROSECT: 70976.002 p ("E" Is the total vertical dimension of those curb surfaces 10. For sidewalk ramp details, see Std. Drg. RD755. 2015 ��-�1II c�_ 7� having a slope of 1:1 or steeper). Minimum desirable transition length shall be 20' used without consulting a ooAoe5 scoao oh aL70sioN DE9CRiPrDR ASPHALT DETAILS aeanWater Se V1CeS DRAWN: PVR o Registered Professional En- for each 1"difference in "E". 07.015 StveroNOM gineec 02016 arvam xo7a DRAWING NO. 600 REVISED 12-06 Our commitment is clear. iJ 07:016 Seswm DrrALS A ADDED NWE CHECKED: TDL co r Effective Date: December 1, 2016- May 31, 2017 RD700 DATE: SEPTEMBER 2017 J c DWG NO. SHEET NO. U 15 C8 . 1 OF 34 ° I I DOWNSPOUT DISCHARGE a ° DOWNSPOUT DISCHARGE o° ° 6" PERF. PIPE 1 1 6" PERF. PIPE a CLASS 50 RIPRAP ° a OVERFLOW J ° ° CLASS 50 RIPRAP __ rkyv L=112' �\ SIDEWALK t. .__ ° t,F L=93' (0.5'D X 3'W X 4'L) w (0.5'D X 3'W X 4'L) - --- -. a Vp- . SL=O.o% _.. ---- a w SL=0.0% MOONS- 55.4' 43.8' W y v v v v A • -- - 7. BUILDING w v v w ' OVERFLOW y w y 3.8' 3 PBS BUILDING A I a w w w w v w _______ 3 � . Engineering + 101.2' ---� s---s---- ---17 --- - ---z---y----v---s---z---u----s-- - ----s---z---I-- 7.2'- g g a Environmental PLAN VIEW J R4.0' a / 314 W 15th Street a Av d SIDEWALK a g Vancouver, WA 98660 ] 95.1' a 360.690.3488 www.pbsenv.com 4' TALL FALL PROTECTION, SEE STRUCTURAL �� PLAN VIEW +: PROPOSED BUILDING, SEE STRUCTURAL ���'-1'ROFFss 6.7' 6" TYP. -- OVERFLOW, PROPOSED SIDEWALK PROPOSED BUILDING, SEE STRUCTURAL L g�pFP SEE NOTE 4 6" TYP. VARIES (6.2' OR 10') > + DOWNSPOUT, -T OVERFLOW, - SEE ARCHITECTURAL IIIII VARIES E=6" PROPOSED SIDEWALK SEE NOTE 4 i all jgne�B�l�rr�Rle a; 4 _ , + IIIII + � DOWNSPOUT, gin 'n ittl i 0.5' -- 3.24' TO 4.14' ELEV. 291.40 0.25' _ _ E=6" o VARIES - � SEE ARCHITECTURAL u=Civil inr[aA � __-III III I + 1.2' TO 1.9' 1.0' ° .' mail=tim.leav env.com,c=U ___ -III _ __ III---_ + ELEV. 289.12 e� oats. oo- IIII III _ - I - --III-III-III III -III- -III_i 18" GROWING -III III III __ III- I I=I I I =- -1 I-III--III _III--III- III MEDIUM _ NON-WOVEN IIII 1=III- III--I I I I I I I-i I=I I I I I .' + III-=_ I 18" GROWING _ III-III ° GEOTEXTILE, TYP. III-III _ III ► MEDIUM ` I I_I I i t=1 I I-__ I I I_I I I-__ _III-III-_ - _ I I_I i I _ 4 " _ I�I-_III-I�I=III III--III--III-- NON-WOVEN 3" CLEAN CRUSHED ROCK _III-III-III i I I I_I I I-i I ! . GEOTEXTILE, TYP. '^ (3/4"-1/4") D 3" CLEAN CRUSHED ROCK " W IE 289.15 O _ • Q (3/4"-1/4") - ' NOTES: 1. SEE LANDSCAPE LANDSC 15 CLEAN CRUSHED ROCK IE 286.87 2. GROW NG MED UMPPER CLAN �EAN WATER PROPOSED SERVICES LDA ° a (1-1/2" - 3/4") -- �� ° Q HANDBOOK. QO >, 15" CLEAN CRUSHED ROCK D (n W F O � ,,, + NOTES: (1-1/2" - 3/4") ' + 3. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, + �. 1. SEE LANDSCAPE PLAN FOR PROPOSED LANDSCAPING. O ,> EQUIPMENT STAGING, AND FOOT TRAFFIC IN � w 2. GROWING MEDIUM PER CLEAN WATER SERVICES LIDA PROPOSED INFILTRATION AREAS PRIOR TO, DURING Z W ° AND AFTER CONSTRUCTION. HANDBOOK. y ': . ' , .' + 3. PROVIDE MENT SSTAGINOG, AND^ ALL VEHICLE FOOT TRAFFIC IN WATER WATER PROOF PVC BOOT AND `. . ` . " : +. s : 4 ATRIUM GREEN(GRATED MODEL DG6RAG OR APPROVED MODEL DB6R2 WITH 6" ROUND Z > Z 6' PERFORATED PIPE PROPOSED INFILTRATION AREAS PRIOR TO, DURING CLAMP OR APPROVED EQUAL EQUAL. Z Q J J AND AFTER CONSTRUCTION. - III-III- + 4. OVERFLOW: RAIN BIRD MODEL DB6R2 WITH 6" ROUND 6" PERFORATED PIPE Z13. NATIVE SOIL ATRIUM GREEN GRATE MODEL DGI OR APPROVEDEQUAL . O WL � ^ + Ir W RETAINING WALL, SEE STRUCTURAL NATIVE SOIL (MONOLITHIC) \ RETAINING WALL, SEE STRUCTURAL /_ SECTION A-A' (MONOLITHIC) Q Lp a/ SECTION A-A' = ti a FLOW-THROUGH PLANTER ST-1 (2 )FLOW-THROUGH SCALE: NONE FLOW-THROUGH PLANTER (ST-3) C8.2 SCALE: NONE Q ` 1.5' WIDE CURB CUT,TYP. 8" PERF. PIPE � / � I CLASS 50 RIPRAP, TYP. CLASS 50 RIPRAP L=135' PARKING LOT 1.5' WIDE CURB CUT, (n OVERFLOW (0.5'D X 3'W X 4'L) SL=0.0% L (0.5'D X 3'W X 4'L) / 136.3, a 268.0' a 00 A' TP 275.45 _ A R12.0 OVERFLOW �_4- -- 8`.5' W W W W W W __`_______ _____. _ . --- . . . . _ ________________________________________________________ -------- ---__--_-___________ -____----____----_-_--- . • ' . a •b OUTFALLS 6" PERF. PIPE 2 , . FAu . SIDEWALK . s -----------o---� a AUT *ID�E�WA . A W °r� / _ L=260' ------ • a s ` � ,v IYts�B= 24.5' 53.5' 72.0' SL=0.0% SID a 121.0' PARKING LOT 121.5' w 12.5'\ 121.0' W f\� PLAN VIEW _12„ SID 12„ \ ,r' V J J STANDARD CURB E=6" PROPOSED 3.0' F� R4.0' R3.5' R3.5' \ - - - - - - - - R2.0' L 4ASPHALT .o PAVEMENT O PLAN VIEW 7.0' 1I / t4 4 > CURB CUT � 4 4 FLOW LINE, TYP. 14 VARIES, PER PLAN 0.5' OVERFLOW, PROPOSED �� PROPOSED + ASPHALT OVERFLOW PER ASPHALT SEE NOTE 4 PAVEMENT " .. PAVEMENT Y E=6", TYP. CWS DETAIL U VARIES ` c 407/C8.6 1.9' TO 3.4' ' w _ - VARIES -- . IIII Q NOTES: VARIES o e 1.5' TO 2.5' _ '� 1. SEE LANDSCAPE PLAN FOR PROPOSED LANDSCAPING. • RETAINING WALL NOTES: 0.8 TO 1.9 2. GROWING MEDIUM PER CLEAN WATER SERVICES LIDA IIIII SEE STRUCTURAL PLANS 1. SEE LANDSCAPE PLAN FOR PROPOSED LANDSCAPING. > RETAINING WALL, e� • m ' p 0.8' SEE STRUCTURAL HANDBOOK. VARIES TYP. 2. GROWING MEDIUM PER CLEAN WATER SERVICES LIDA n TYP. 3. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, 2.0' TO 3.8' HANDBOOK. ELEV. 286.37 " . ` 0.6' 3. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, _ EQUIPMENT STAGING, AND FOOT TRAFFIC IN p +� III=III=III-III AS PRIOR T DURING PROPOSED INFILTRATION AS PRIOR T DURING PROPOSED INFILTRATION ARE 0 D r,. EQUIPMENT STAGING, AND FOOT TRAFFIC IN I=III=I I I=I I I=I I I I-I I_I j I=I I b. .. AND AFTER CONSTRUCTION. _- _- ELEV. 272.91 " ` ~ s 4 III=III=III=III I--III=III=III=1 ; 18" GROWING III-I I I I i (IIIII c AND AFTER CONSTRUCTION .� OVERFLOW RAIN BIRD MODEL DB6R2 WITH 6" ROUND ATRIUM GREEN GRATE MODEL DG6RAG OR APPROVED N II=I�I=ISI=ISI III=III=ISI-ISI MEDIUM I=III I�II�II�I�II�__ b _III-I I -III PROPOSED SIDEWALK7_ I I I -III-I -III-I 18" GROWING EQUAL. _ III=1 I - I=III-I I- _ _ W I1=1�I-ISI=ISI I�1=I�1=ISI-Ii Ii--III- ISI- I�i - IIII--ISI -III -III , . MEDIUM GEOTEXTILE, TYP. Z 0.5' TYP. 3" CLEAN CRUSHED ROCK NON-WOVEN o �I (3/4"-1/4") GEOTEXTILE, TYP. =III=II _ - I 0.5 TYP. 3" CLEAN CRUSHED ROCK N IE 283.95 O ,' (3/4"-1/4") °z 21" CLEAN CRUSHED ROCK IE 270.66 O ,� PROJECT: 70976.002 (1-1/2" - 3/4") O Q 1 15" CLEAN CRUSHED ROCK DRAWN: PVR 1 (1-1/2" - 3/4") =1I II1= I=1I1=_II1- O CHECKED: TDL -1 I DATE: SEPTEMBER 2017 E -III- -III DWG NO. SHEET NO. 8" PERFORATED PIPE NATIVE SOIL SECTION A-A' NATIVE SOIL SECTION A-A' 16 3 INFILTRATION PLANTER ST-4 6" PERFORATED PIPE 4 INFILTRATION PLANTER ST-11 C8 .2 of C8.2 SCALE: NONE C8.2 SCALE: NONE 34 _.% VL NI +IL W W SIDEWALK DRAINAGE - W PBSW NOTCH, TYP. ° ,SIDEWALK ° a 161.0' / H, 4 ° ° Engineering + ° ,• � A ti'� z'� W Environmental -------o--------3 ° 314 W 15th Street -- -- 50 Vancouver, WA 986 60 8 PERF. PIPE ° 360.690.3488 ° L=50' v www.pbsenv.com c A SL=0.0% 39.6' CURB INLET PER CWS OVERFLOW E ���V,PROr- - - -- - DETAIL 403/C8.6, TYP. 120.9' g 1 N i SW 70TH AVE. o° / �� CHECK DAM PER CWS DETAIL 406/C8.6, TYP. II �� PLAN VIEW Di ally edRR bETi DN: = elrvi .o=PBS Engine oU=civil nil, 'm 1. ­ �tRE�.04 15:�dt�I,t9;�0' CURB INLET PER CWS SW 69TH AVE. \ NSIDEWALK DETAIL 403/C8.6, TYP. [11" PERF. PIPE R22.3 DRAINAGE NOTCH L=141' R22.3' 6.9 4' 0.5' �- 2.0' STANDARD CURB W SL=0.0% R18.3' PROPOSED 114.5' w SIDEWALK E-g W 12.6' E=4" MIN. OVERFLOW PER CWS > DETAIL 407/C8.6 PROPOSED ASPHALT Z PAVEMENT ♦'�^ °2.2 v m �/ �- �' ° 2.5' CURB CUT ° ^� ° a (SW CLINTON ST.) V+ W Q �c OVERFLOW , / W 5.01 -------- - ------------------ -------------------- =142.1'-- - --------- ------------------ - ° MAX � i � l � _ a• n> G - - - - - - - O 4 Vz oA ° 143.c1' _ °c ° - - ° c SIDEWALK- 7�-: o MIN. ° ? Z Z a _O ! - �° ° SIDEWALK DRAINAGE BUG NOTCH, 6" TYP RETAINING WALL, a H J I HEIGHT o - SEE STRUCTURAL III=1 I=1 I i I I I=� 11=1 I I- 1 I=1 ° 18" GROWING O W PLAN VIEW II=III-III I III- lII-III-III MEDIUM -WOVEN III=I I I=III=III i-III11 =III=III= a J NON 11=1 I I-I i l-III III=III=III-III GEOTEXTILE, TYP. - = I I=I I -Jill I LO Z 0.5' TYP. 3" CLEAN CRUSHED ROCK TQ (3/4"-1/4") 2 ti V IE 266.58 a 0 r J 15" CLEAN CRUSHED ROCK m (1-1/2" - 3/4") ,Q SIDEWALK _ _O _ QO _ f V a DRAINAGE NOTCH _ _ _ -1 I _I�I- I-I�I-I�I - -1 , III-1 11- P VARIES, PER PLAN 0.5' STANDARD CURB NOTES: PROPOSED I~ 8" PERFORATED 1. SEE LANDSCAPE PLAN FOR PROPOSED LANDSCAPING. SIDEWALK OVERFLOW PER CWS 2.0' E-6„ PIPE 2. GROWING MEDIUM PER CLEAN WATER SERVICES LIDA E=4", TYP. ° DETAIL 407/C8.6 PROPOSED ASPHALT NATIVE SOIL HANDBOOK. _ PAVEMENT 3. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, ' - EQUIPMENT STAGING, AND FOOT TRAFFIC IN 4d - 2.5' 1.0' ��. : °' (SW 69TH AVE.) PROPOSED INFILTRATION AREAS PRIOR T0, DURING ° MAX I I I I MIN. � ° a . O AND AFTER CONSTRUCTION. a - 7.- WIDE o 9 IE 291.54 0 8 . ' CURB CUT SECTION A-A' _ ' 14 • NOTES: J I--I a o . . 1. SEE LANDSCAPE PLAN FOR RETAINING WALL, I-I�I-I�I -I -I I-I III-I I-I I PROPOSED LANDSCAPING. J SEE STRUCTURAL III=III-III-III I=III-III- III-I ° 18" GROWING 2. GROWING MEDIUM PER CLEAN WATER TYP. I I-III-III-III III-III-III- III MEDIUM SERVICES LIDA HANDBOOK. V III-III-III-II I-III-IIII-III- 3. PLANTER SHALL BE FLAT BOTTOM IN 2 INFILTRATION PLANTER ST-25 NON-WOVEN I I-I I I-III-III I I-=I I-III-III ALL DIRECTIONS TO WITHIN 1 INCH. Y. _I i 1= = I I=1 I - - I I CHECK DAMS SHALL BE PLACED C8.3 SCALE: NONE GEOTEXTILE, TYP. 0.5' TYP. ° 3" CLEAN CRUSHED ROCK ACCORDING TO PROJECT PLANS PER DETAIL 406. PROVIDE 2" MIN. O (3/4"-1/4") FREEBOARD. 4. PROVIDE PROTECTION FROM ALL IE 289.12 VEHICLE TRAFFIC, EQUIPMENT 15" CLEAN CRUSHED ROCK STAGING, AND FOOT TRAFFIC IN PROPOSED INFILTRATION (1-1/2" - 3/4") PRIOR TO, DURING AND AREAS D AFTER O Qa + CONSTRUCTION. -1I I I I- -1 1 1-I w 8" PERFORATED m PIPE NATIVE SOIL a' 3 L 0 SECTION A-A' a w 0 c z m o m Of e M m 0 INFILTRATION PLANTER ST-20Z TF P C8.3 SCALE: NONE PROJECT: 70976.002 0 3 DRAWN: PVR 0 U CHECKED: TDL n o DATE: SEPTEMBER 2017 DWG NO, SHEET NO. 17 t C8 .3 of 34 � �, 11 V I SIDEWALK I CHECK DAM PER CWS ` I DETAIL 406/C8.6, TYP. I / " PER PLAN VIEW I 5.0' I SIDEWALK - DRAINAGE NOTCH PBS I 4' 0.5' STANDARD CURB 0.7' _ y Engineering + I� PROPOSED MIN. 0.5' Environmental 1 I SIDEWALK OVERFLOW PER CWS E=6" DETAIL 407/C8.6 _2.0 -I - - MIN. - 314 W 15th Street a CHECK DAM I E-4 TYP PAVEMEND ASPHALT II-III - - 8 PER CWS DETAIL 406/C8.6 I ° • 2 5' 0 T = ` ° III I I °' Vancouver, WA 98660 -I I-I I-I O I-III I I=_I I -III 360.690.3488 I a. °. www.pbsenv.com 7.0' O.C. ,. . MAX MIN. a (SW CLINTON ST.) III-I I I IIOIII-I I III-I u I Ii - ► I I I I - <, ,_III i-III-III _O I- I I OIO I I- �I I I I I 1:F I I I O I III O I II - I I I00 I-IIID_ TA �'� 'ROFFS �° _ I i O_IIOI I . • IO-III �� , s III-I 11= i=1 I I-III I. I-III-IIS t _O I I-I OI i a TF=1 I I-III -I I-I 1 ° I I OI 11= I-10.5 v�j W RETAINING WALL, I=III=1 O I-III-I III=I O 1=1 1-III ° all ed� Ne �a SEE STRUCTURAL III-IOI-IOI-III I=III-IOI-TOOT 18" GROWING TYP. =III=III IIII II00=1I I=0I , �7, MEDIUM N: =T f itt 0=pf a \ z _ I I O IO I L-TIO IOII SECTION B-B' a(Civil In nfkr'� I, NON-WOVEN II=III-IOI-III III-III-III-III mail=tim.leav env.com,c=Us a L I GEOTEXTILE, TYP. 4Fe p�tx .oa ts:44tq�po' z 0.5' TYP. 3" CLEAN CRUSHED ROCK Qo 3 (3/4"-1/4") 1 IE 272.70 \ CURB INLET PER CWS \ DETAIL 403/C8.6, TYP. 15" CLEAN CRUSHED ROCK w " "� (1-1/2 - 3/4 ) \I O O + I '=11 _III= 1=III=III= SIDEWALK DRAINAGE W � � I -III-III, , III-III- Z NOTCH, 4" TYP. R9.5 j o {� 8" PERFORATED W J '1 PIPE X IIR200.0' W NATIVE SOIL 126.0' I NOTES: / Z G. 1. SEE LANDSCAPE PLAN FOR PROPOSED LANDSCAPING. / I Z W Z 2. GROWING MEDIUM PER CLEAN WATER SERVICES LIDA HANDBOOK. - - 3. PLANTER SHALL BE FLAT BOTTOM IN ALL DIRECTIONS TO WITHIN 1 INCH. CHECK I CHECK DAM Z > O (n DAMS SHALL BE PLACED ACCORDING TO PROJECT PLANS PER DETAIL 406. PER CWS DETAIL 406/C8.6 Q I J A w �m I PROVIDE 2" MIN. FREEBOARD. 9.0' O.C. = I- o {� I Z 4. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, EQUIPMENT STAGING, AND FOOT 1 Q Q TRAFFIC IN PROPOSED INFILTRATION AREAS PRIOR TO, DURING AND AFTER I - O F- a W II CONSTRUCTION. / � t co W SECTION A-A' L.Lo .� .o �� I R233.8' W m III y T � � R212.5' N � M w II o CURB INLET PER CWS DETAIL 403/C8.6, TYP. I I II w y. I 8" PERF. PIPE CURB CUT I x L=7' I FLOW LINE, TYP. 4.5' 0.5' SL=O.O% I o a y PROPOSED OVERFLOW PER CWS , DETAIL 407/C8.6 ASPHALT 31 MAX OVERFLOW 771113.0' ` PAVEMENT E-6" I 8, 11111 _I_ 2.0' I p J -MAX _ I J a 0.5' 0.7' o ° CHECK DAM MIN. z HEIGHT p n 36.6' _ _ _ I V PLAN VIEW III 0 III- I I -_ RETAINING WALL. II-III-_III-TIO i I OI I I-III=III ° �. SEE STRUCTURAL III-IIOI I I -11 I-_III=I I IOIIO 18" GROWING 1 TYP. I I=I I L=III-III- 11=III=V=III ' MEDIUM i OI - - 1I I-I I I=I I I IO 11=1 I IO I .5' (- CHECK DAM PER CWS NON-WOVEN I IOII-III-I O I I i -_III. I I I I ! f 8 DETAIL 406/C8.6, TYP. GEOTEXTILE, TYP. - = 11=1I - 85.4' 8'5 x PER PLAN VIEW 0.5' TYP. 3" CLEAN CRUSHED ROCK __.�__ (3/4„-1/4„) y I Y x U 10.1' _ 0.7'- IE 256.23 _ 8.9' LU E 0.5' MIN. MIN. 15" CLEAN CRUSHED ROCK _III III - - 8" PERFORATED O x m I I I I=I ; I--=III III I I _III PIPE O _ a + 8.,' ' III-_III ° III--III=i I I I I IO I I- I - IOII--I I NOTES: -III-III- I-III-I I y =III- IOOI-I OI -III-III III-III- 1. SEE LANDSCAPE PLAN FOR PROPOSED .III-I I III-III- =I j II-III " ' O-I LANDSCAPING. I-I -III `° I OI O I-� III-III-I I • III-III- 2. GROWING MEDIUM PER CLEAN WATER SERVICES LIDA HANDBOOK. w 11=1 I I-III I_, ,I O i I i IIII I i , ° I I I O I I III 3. PLANTER SHALL BE FLAT BOTTOM IN ALL DIRECTIONS NATIVE SOIL x TO WITHIN 1 INCH. CHECK DAMS SHALL BE PLACED WI I 1=III- ACCORDING TO PROJECT PLANS PER DETAIL 406. - 8" PERF. PIPE / 22,6' PROVIDE 2" MIN. FREEBOARD. L=4' o 4. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, SL=0.0% > , AND FOOTU IN w SECTION B-B' PROPOS DTINFILTIR TION AREAS PR ORITO, DURING AND AFTER CONSTRUCTION. OVERFLOW m o O r o h Z c 0 � t• t• 0 SECTION A-A' PROJECT: 70976.002 r 3 � 5.5' DRAWN: PVR z CHECKED: TDL INFILTRATION PLANTER (ST-23) DATE: SEPTEMBER 2017 C8.4 SCALE: NONE �� PLAN VIEW DWG NO. SHEET NO. ��INFILTRATION PLANTER (ST-30) 1$ \'I4SCALE: NONE C8 .4 OF t 34 +B LOCATE FRAME AND COVER PRE CAST WCONICAL PBS Ir _ OVER LEDGE OF AT LEAST HOLES (2) SANITARY .. _ •. 12' IN WIDTH COVER ONLY Engineering + •.e W MIN. BETymt Environmental IaoacauTs 1" FLAT FACE LETTERING ° (RECESSED FLUSH) 314 W 15th Street Vancouver, WA 98660 " 0 360,690.3488 www.pbsonv.com A ASEE STD. DRABING NO. 320 '� O O / ® I O ® g711188PE' %1' FOR FRAME AND GRATE 1B4 rfNMAXIMUM 27• FROM '',e . :d t ANDARD FRAME AND COVER OR0WATERTIGHT FRAME AND COVER.PLAN VIEW TOTOOPP OF CASTIINNG STD. DRAWING NO. 110-SA/ST ® ®OR NO. 120 O O O e cLMTea� ® SET FRAME IN NON-SHRINK O GROUT t--a• B muwee O Axx NOTES: •FVD1 GRADE RINGS (2',4',OR 8") O ® O4),REGON �' 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO THE MAXIMUM 12" SET IN 1 OPEN / P 0 ®6' EOR PdIRED�NREQUIREMENTS OF ASTM C-478. NON-SHRINK GROUT P�KHOLEA/S ) E Av • A Pum • 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY 4 FOR 5' rens STRENGTH OF 3000 P.S.I. AND SLUMP OF 2" TO 4". (18) 3/4• 4 ONFOR SEN , 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS • STANDARD ECCENTRIC HOLES AS SHOWN EXPIRES: 12/31/18 SUCH AS KENT-SEAL NO. 2. RAM-NECK, OR AN APPROVED 35" CONE PLAN VIEW COVER BACK SANITARY EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-SG0210. 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. 24-3 4' • 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A + o MANHOLE AND CHANNEL DETAIL. s , 6. PIPE CONNECTIONS OF FOUR OR MORE MAINUNES SHALL sOLE STEPS SEE + 24 3/4' DIA. +e- REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. RAWING NO. 100 :• M x 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) A MANHOLE SECTION w w M _ 4 MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED (VARIABLE 1'-4•) 22 I .lig ON THE INSIDE FACE OF THE MANHOLE. 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND 1/4" 7/8 1 & W • d _ 4" MAXIMUM CLEAR OF PIPE WALL. ' -+ Y7" 03 p 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24" ,e• �� FOR SANITARY CONNECTION AND 48" FOR STORM F ZS" 1 < +. • • CONNECTION. $ 5" MINIMUM 1" m W W . 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND 2 7/8" d' COVER SHALL BE USED IN ALL EASEMENT AND OFF ` 6" SO Ile- Is 3" 7" • • STREET AREAS. + LU 2B' 2 48"WN. 7 1/2" SQ. MINIMUM 12" LEDGE PICKHOLE DETAIL 3' 3' SECTION A-A SECTION B-B (ONE REQUIRED) 22 1/2" DIA. J 1"/FT. SLOPE TY►. _ 2" MIN, FROM TOP OF a Pi NOTES: ) PIPE TO MANHOLE I 23" SECTION I ( Z Fees 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. SECTION VIEW 24-1/2• I Z W 2. INSTALL STRUCTURE ON MIN. OF 8" OF Yi-d' COMPACTED BASE MATERIAL. PIPE v r Z 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE OR WELDED 31' WIRE MEETING ASTM A497. °• 01 4. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP Z a J OF 2" TO 4". 5. CHANNEL REQUIRED IN FLOW THROUGH APPLICATIONS, AS APPROVED. ALL OTHER APPLICATIONS REQUIRE AN 18" SUMP BELOW LOWEST PIPE INVERT. 8' MINIMUM CONCRETE Z a 6. INSTALL STEPS WHEN DISTANCE FROM TOP OF GRATE TO FLOW LINE OF PIPE IS GREATER THAN SMOOTH FINISH CHANNEL TO ••v!• NOTES: 48". SEE STANDARD DRAWING NO. 100. SET FIRST STEP 12• FROM TOP OF GRATE. 3/4 VERTICAL HEIGHT OF PIPE r_'�f„','r;;•P};.`.:. O Q ■ r n, . I 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS V• r 7. PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T. TYPE G-2 CATCH BASIN INLET ARE AN 'h,,'a-• .-?.` •+:'"•�.•-�+ -.',.,,•:_.:.._ SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. ACCEPTABLE ALTERNATE. (ALN GRATE MATERIALS SHALL MEET C.W.S. "•�:e',. ".• 72s MINIMUM •A;'.= r 12" MINIMUM OF W-O' COMPACTED:..,. ..�; '';, - 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. ` W STANDARDS AS SHOWN ON DETAIL K320) BASE MATERIAL 4. NOTCH LID FOR UFTING HOOK. A < Q AREA DRAIN STORM WATERSUBURBAN AND STANDARD W STANDARD MANHOLE MANHOLE FRAME AND COVER a 'n W TYPE 11 C1eanWate�Services Clean"4n;4 Services MANHOLE LID aeanWater?"Services Q2anWa6er Services T DRAWING NO. 380 !2EVISED 12-05 •urcommitmentisclear. DRAWING NO. 010 REVISED 02-03 Ooreemmitmaotiselaar. DRAWING NO. 120 REVISED 12-06 Oarcommitmeetisclear. DRAWING NO. 110 SANITARY REVISED 12-06 Ourcommitme°tisclear. IIaaaa2 a � Ile- o Ile- 3Y133 4" SQUARE A A� d d c A A B VARIES p 18" MIN, DIAMETER BEEHIVE STYLE c SIDEWALK DRAINAGE CLASS srB•s CLASS "A•• STANDARD CAST IRON NON SHRINK GROUT M a OVERFLOW PER DETAIL NO. 405/407 NOTCH, 4" TYP. v a FRAME AND COVER 30 E3a`.. y MINIMUM 4' OF 8" . ` + + 4" DIAMETER CUT OUTS. MINIMUM 3 DRAWING NO. 510 V ❑ 13 ,PERFORATED DRAIN PIPE . . . . -CUT OUTS PER INLET STRUCTURE TYP. 130 0 STANDARD MANHOLE _ . _ G MOUND EXCESS NATIVE MATERIAL GRADE RING • 0 p ,• W . ` ,• 4-1/2" - 2-1/2 SPLASH • SURFACE RESTORATION OVER TRENCH TO ALLOW ROCK. 6" MIN. AROUND AS SPECIFIED FOR SETTLEMENT ❑ ❑ w � STRUCTURE. TYP. ` 4• ON. - m ...� FINISH GRADE °e• ; - "•s ♦ r••� ° ,°''_; •• CHECK DAM, AS •a••i. •:a. ;os •° WATERTIGHT PIPE PLUG V 4 NECESSARY. (SEE NOTE 3) ¢ '`i,:= �� .�• • . 12" NATIVE TOP SOIL WITH STOPS I"�-1 "�� 7/B" 3` a c ° ` 95X COMPACTION 90X CONPACTION PRIOIF R TO SOIL EXISTED 0> e : WITHIN 4B" OF O MODIFIED CG-30. ° FLOW MODIFIED CG-30. ' • SURFACE °°wT- e•ao°�" y"o SEE DETAIL 403 . p ° ° SEE DETAIL 403 . V ` • ,-•-'".`• PROVIDE 3/4,-0 FOR A 6- SECTION B-B oo ° FLOW • NATIVE --2-UNDISTURBED i P::o 2" MIN. CLEARANCE •r; Z 90X COMPACTION MINIMUM OF 6" AROUND I UNDISTURBED Z CLEANOUT A WIDTH PER 30" MIN EARTH BELOW 48"OF MATERIAL Q JURISDICTION SURFACE ' - - 16"ITREATMENT g" 4° EXPOSED MIN. � °p e MIN, I _ I I r- AREA---+-1-�^+ SIDEWALK DRAINAGE • •�. 9- +ill I NOTCH •• .• 1B" MAX_ VARIES 4 r Q•CjiFJ$p pC,fC •° • _. DEPTH ' ,• MIN. ovET:LAP SECTION A-A A \ 3/ •y: - "`" 4' MIN POND DEPTH WITH 2" COMPOST MULCH B• s 4�. • o \: \•S2 . •� .• Via ° °• . A<•,7 18" MIN. GROWING MEDIUM o !'�� r�•� i -a;• •° 0 8" / _� "' c'\ 3" DEEP (3/4" - 1/4") CLEAN CRUSHED • • O DRAIN ROCK a,�. " • ' • • w NOTES: / - ':%���\ v 15" DEEP (1-1/2" - 3/4") CLEAN CRUSHED 3/4"-0 CRUSHED •.r.`y• a•1 P : o • Q •'° • 1. Yi /ALLEN HEAD BOLTS DRAIN ROCK ROCK ' • % '•'•• • • IL / ••.R t' 1" LONG RECESSED. �,. ,/� i, \//\//j�/\ /, PIPE ZONE •sem •� '• e i .ate" 2. ALL PERMANENT CLEANOUTS SECTION A-A •� ' D.D. PUS 6" •�.�°;-t•. q^P• a. -o,Y '.a' TO HAVE BOLT DOWN COVERS. PERFORATED DRAIN PIPE, 8" TYP. SEE NOTE 7 ' ••• •' • •r Y a A:Ad` .o" :? ..o e; a°•� 3. MATERIAL SHALL BE GRAY •" e P -, a a:.: °:�::'.:.•1• • °•a CAST-IRON, ASTM A-48. •, m CLASS 30. NOTES 00 0 0 0 0 3/4"-0 e O O O 00 0 O 0 1. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC. EQUIPMENT STAGING, AND FOOT TRAFFIC IN PROPOSED PIPE BEDDING , . •° ` FACILITY AREAS PRIOR TO, DURING, AND AFTER CONSTRUCTION. pPp$° quo °�°o o ::°`" 2. SIDEWALK ELEVATION MUST BE SET ABOVE CHECK DAM AND INLET/OUTLET ELEVATIONS TO ALLOW OVERFLOW IItl 3�e oY.eo"a O O 0 o d' 8 n' .: _a. • : o °,:i•,; °°' TO DRAIN TO STREET OR PIPED OVERFLOW SYSTEM AS APPLICABLE. e O e o 0 0 o ei:}-°,;,•<J,o2 ` . .d . .a_.�d •. < d _' .'• ; ;, 3. PLANTER SHALL BE FLAT BOTTOM IN ALL DIRECTIONS TO WITHIN 1 INCH. CHECK DAMS SHALL BE PLACED ACCORDING TO INDIVIDUAL PROJECT PLANS PER DETAIL 406. PROVIDE 2" MIN FREEBOARD. a 4. STREET SIDE CURB NOTCHES TO BE LOCATED AS IDENTIFIED ON PROJECT PLANS. TRENCH STABILIZATION: 5. SIDEWALK CURB NOTCH: 1" LOWER THAN SIDEWALK, SLOPED TO FACILITY. SIDEWALK DRAINAGE NOTCHES IF REQUIRED, TRENCH STABILIZATION o CONCRETE ENCASED - - - 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" SHALL ALIGN WITH SIDEWALK CONTRACTION JOINTS AND LOW POINTS. SHALL BE SPEOFlED SEPERATELY BOTTOM OF WYE 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER a 3/4--0 FOR PLASTIC PIPE 3/4"-0 6. 30 MIL IMPERMEABLE LINER OR APPROVED EQUAL SHALL RE USED ONLY IF REQUIRED ON PROJECT PLANS PER AND PLACED PRIOR TO PLACEMENT r ROAD AUTHORITY OR AGENCY. OF BEDDING MATERIAL Z v 7. PERFORATED PIPE IN UNLINED FACILITIES: BOTTOM OF PIPE SHALL BE SET AT 2 1/2" ABOVE SUBGRADE. g x' PERFORATED PIPE IN LINED FACILITIES: BOTTOM OF PIPE SHALL BE SET AT BASE OF DRAIN ROCK LAYER B. HYDRANTS, UTILITY POLES, OR ANY UTILITY BOXES PLACED WITHIN PLANTER MUST BE APPROVED BY NOTE: m NOTE: DETAIL JURISDICTION IN WRITING. ALL COMPACTTION REQUIREMENTS PER 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE - 9. ACTUAL ELEVATIONS AND DIMENSIONS TO BE CONSTRUCTED AS IDENTIFIED ON PROJECT PLANS. AASHTO T-99 AND ODOT/APWA SPEC 00405. 10. ENSURE THAT A DOWNSTREAM CATCH BASIN 15 IN PLACE FOR EMERGENCY OVERFLOW. m 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. N MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. 01 STREET SIDE LIDA TRENCH BACKFILL PROJECT: 70976.002 CLEANOUT FRAME PLANTER WITH STREET LIDA STANDARD CLEANOUT AND COVER ClmnWa�r PARKING HANDBOOK Cieanwater services DETAILS aean%a r Services DRAWN: PVR 9 Our commitmeut Is clear. our commitment is clear. <.UeanWa�I rV1CeS DRAWING N0. 510 REVISED 12-06 DRAWING NO. 795.2 REVISED Da-i6 DRAWING N0. 590 REVISED 12-06 Our commitment is clear. r DRAWING NO. 500 REVISED 12-06 CHECKED: TDL o DATE: SEPTEMBER 2017 0 DWG NO. SHEET NO. V 19 d C8 .5 OF 34 a� OVERFLOW STRUCTURE INLET STRUCTURE ANHOLE LID AS APPROVED PBS 18' MIN DIAMETER DUCTILE 20" X 24' MIN DUCTILE NOTES: IRON BEEHIVE STYLE/DOME IRON FLAT GRATE, OR A -7 1. ALL JOINTS AND RUBBER GASKETS SHALL RUBBER GASKET Engineering + r ' ` •` ` ` r r GRATE, OR APPROVED APPROVED EQUAL CONFORM TO THE REQUIREMENTS OF EQUAL 6" 6• ASTM C-433. Environmental w� e. Y3 n •, • ' 2. ALL MANHOLE SECTIONS SHALL CONFORM FLAT TOP X12' DISSIPATION PAD <' 'e - TO THE REQUIREMENTS Of ASTM C-478 _ 'm° ) 'm - 3 TOP OF DRAIN AND APPLICABLE PROVISIONS OF STANDARD 314 W 15th Street AF - ¢ (+-1/2. 2-1/2" LJ A BASIN ABOVE s4. -- -i (OPTIONAL) -�� SPLASH ROCK) �j. ON t GRADE FOR A/ io n in I FACE OF CURB MANHOLE, ENIN F N0. 010. VdnCOUV6f, WA 98660 -- - /N 3. CENTER OPENING FLA70P REQUIRED. PONDING, PER + _� I BACK OF CURB 360.690.3488 ° DESIGN a N I 7777r7 1 17w \ ^ - - - www.pbsenv.com ° �N - r r r r - r r • n y � O^ �• J___ ____L. 64" DIA. a <. + + +• +• r r + 'd . - .; y y.. +' �1' CURB INLET 25" ```.G0 PRO-- . r r r ♦ r r • '3~ OPENING 30" �� �` ISs • �, r r r r r y yJ� �`�, FACE OF CONTRACTION \� aG 1 N c + '" ♦ r ♦ + r r r i ` y y ( ITER JOINT _ 71188PE 'P -y R S •, r r .v r .v r r r y - -I � -3'-0' 42' 3'-0'� 1/2' PRE MOLDED B� � � � y y y �� y EXPANSION JOINT J y y y A J FILLER (TYP.) y y / / B LAP SPLICE /3 REBAR. r! y 'V � y y y ����E-O BOTTOM FACE OF GUTTER 48' %ROEGON4MINIMUM 12" OVERLAP SEE NOTE 2 6" MIN yy yGN OPLAN VIEW SPLASH PAD RUBBER GASKET FLAT TOPRUBBER GASKET Av FACE OF REINFORCEMENT 3' MIN ANO OJTP , y.vy yy 'y, r PAVINCURG STANDARDMANHOLEFLAT TOP EXPIRES: 12/31118 �- O� GE y y y 11=11 TIT _ •� 1/4„ PER FT. SLOPEREINFORCEMENT7L33" 58" DIA. II L I� ,(`� y y y y y y _ L ,.� ,, - OUTLET TO 3' MIN L-_ y y 36" T= �, MEDWNG y +' y y y y y A ENERGYSWALE/ AND #6 BAR AROUND OUTSIDE OF OPENING y 6 DIAGONALS BOTH SIDES OF OPENING \/ _ �ILT- �L-L DISSIPATOR SPLASH PAD / 30" #6 6" O.C. BOTH WAYS 8" MINIMALLY Till y yy r +' y y •e - 1 1/2' \ \ r \ \ DISTURBED HOKER e' ' - / / /�" NATIVE SOIL SHELF COURSE °' +' 4' DIAMETER CUT 38' / ^JLU t-+• -'u y y OUTS. MIN 3 PER o i,O`; 25" T�• r a " , / 6' MIN DRAIN STRUCTURE. SEGTION A-A �� f ROCK 18" MIN DIAMETER DRAIN 18' MIN DIAMETER DRAIN SPLASH ROCK PERSPECTIVE VIEW BASIN, NYLOPLAST OR AROUND NON-SNOUT 4' DIAMETER WEEP APPROVED EQUAL. BASIN, NYLOPLAST OR STRUCTURE SHOWING DEPRESSED '° 48 \ HOLES B' ON - NON SUMPED APPROVED EQUAL ,e GUTTER AT CURB INLET /• CENTER SPACING. MIN SUMP REQUIRED. 2 n SEE NOTE 1 3' MIN TREATMENT AREA 30 MIL LINER SECTION B-B W SECTION A-A 06 M 06 NOTES PIPE PERPLAN 1. WEEP HOLES TO BE PLACED WITHIN DRAIN ROCK LAYER. TOP OF WEEP HOLE TO BE NOTES: B" MINIMUM CONCRETE LU Uj SAME ELEVATION AS THE TOP OF DRAIN ROCK LAYER, ON LOWEST SIDE OF CHECK DAM. > U)2. MINIMUM 3" REBAR EMBEDMENT FOR CURB AND PLANTER WALL. 1. ALL FABRICATED METAL PARTS SHALL BE NEW STRUCTURAL, ASTM A-36 STEEL, AND BE HOT-DIPPED Q J 3. CHECK DAM SPACING SHALL PROVIDE A MINIMUM OF 2" FREEBOARD, AND AN 18" NOTES GALVANIZED AFTER FABRICATION. MAXIMUM DROP FROM ANY ADJACENT CURB TO TOP OF FACILITY GROWING MEDIUM. 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF J" TO 0" COMPACTED BASE MATERIAL. 1` 1. PLACE STRUCTURE ON 3/4" TO 0" BASE ROCK PLACED OVER NATIVE SUBGRADE. 3. INSTALL ENERGY DISSIPATER/SPLASH PAD AT OUTFALL OF STRUCTURE. 12 OFS COMPACTED BASE ROCK O 0 CONCRETE CHECK DAM LIDA OVERFLOW/INLET LIDA MODIFIED CG-30 INLET LIDA ~ �O W HANDBOOK C1eanWater �`' Services STRUCTURE HANDBOOK aeanWater Services WITH SUMP 2 in Q 0 HANDBOOK CleanWater Services 04-16 DRAWING NO. 407 06-16 REVISED 05-16 SHALLOW FLAT TOP I- DRAWING N0. 406 DRAWING N0. 403 = Ln Cn MANHOLE C1eanWaber ervices o� -- ti Impact Impact Our commitment i. Blear. Low APProaches Handbook Cl�.'A �S�SCEsLow Develo Development HandbookLow Develo Development Approaches Handbook DRAWING NO. 040 REVISED 02-03 Q N r I.L 'Q V B� 0 NOTES: 1 JOINTS AND CONFORMTO THEREQUIREMENTS OFMALL RUBBER GASKET 9 "STM Q-433. FLAT TOP 0 2 .ALL MANHOLE SECTIONS SHALL CONFORM SEE STD. DRAWING N0. 400 TO THE REQUIREMENTS OF ASTM C-478 (OPTIONAL) Z r FOR FRAME AND GRATE AND APPLICABLE PROVISIONS OF STANDARD MANHOLE. DRAWING NO. 010. O A A 3. STEPS REQUIRED ON FLAT TOP MANHOLES 0 DEEPER THAN 48". B 1. SAFFILE WNL 8I HAVE 14 Bra AT 1r BPACFC EACH WAY. N ly Z. PREGBr BAFFLE 9NALL BL NENEB NIB raDIrIEB IN RAS. LOW 64' DIA. O Renu ebe 3. UPPER FLOWOPoFlCE 8FVU BE ALL NUY RLHUMIN aTEELOR GALVANIZED mo I - WDM < 1R .Lli FROM H TOPCLIMOR STEPS BEACEISOFFSET 6OTHAT.OF BISLAAMOTE r'ti{�nB BafIM WW WNNBRIFICE THE TL'P;OLL BPRENSTAI_EBTo IN OF W6FILAW D/.TF'GRAI.E IB CLEAN OF BORB. J B. MULTRICTOR RATE W8aONLBE PRET IFIEEDTOINBURELACTCPENWO CL AT Gmutad B. CLMRESFOUND NDBAICTN_RIFICE AS NEOPREN9PECIFIEOINTVECOBE ET&LE OPFNINO L9TEBE m ORIIMPU1NOBACONCREE WIF_ TOPROVIDE =TVIDE MTURTIIOK7 aEINEEN THE j Z A Rm.5 C Weh SHEAR ATEBKNB BE MAD OF AWMINUM RO OEACCRDA1Wr9EI1 OWon BAC ]� SI/EAR GATEBMl1�MADEOFWUvuITM AN 0I.ASANOE VRiHARTMNDL MAY NIBASTM ROOO DESIGNHOLLOW(NBgn$pedAed) TJBINBR CAST IROM MA NOW AS REQUIRED. EAP ENE ]OBUFTIWfIBLE1MYBE BO OB RCOOR H 1 A MCUNTING TINGF ANGE ANDG TE FLAB E.M TEG BIFACES NUDE OASKEJDWITY SHAU'IIRLDBE CRINEEx RISEN ■iiI NOUNRNO M'NO ANDGATEfl,klL_MARNDSURFACES OF LDANO900Y 61441BE Wrl11NEDFOR PROPER FR. WIEAR YQINTIxDIJM TS OPENING BE BE MIECOIERBTNNLEY LIMITED 48' ELBOW DETAIL B. BHEM GATE IMBIALMOPENIRO6HNLBE COmROLLED BYLMm:D HINGE MOVEMENT.STOP TAB M1 - . OR BOxE OTNER ILFNIoc. B PLAN O ALTERMATE a HEAR GATES DESIGNS AREAGLE"MA IF MATERML SPEQFlGRONB ARE MET AND FWV� O BOLT PATTERN MATCHES. RUBBER GASKET 1a MANHOLE CERIFICAROx REQUIRED FOR TRAFFIC U3AVNG. RUBBER GASKET FLAT TOP r FLOW CONTROL Ili\\"T1` 'v REINFORCEMENT > 1 J �n_1e°0 O O STRUCTURE TABLE 6D Q nNISH GRADE " MAX 30 FLOW INVERT 1 \� ISBe Tegel 'V V • OR Diameter Manhole n. p p . •. DMke'A' STANDARD MANHOLE FLAT TOP 58' DIA. L. sdai6wnwonBob, n 268.53 't 60" REINFORCEMENT a 'rF"°°a°^'^' 2068.53 4•, 2' MIN. Y MIN 4•, MAXIMUM --}'i� PLAN Outlet Pipe I' rP Number Or Od meter n, �.� #6 BAR AROUND OUTSIDE OF OPENING IV 18' B' FOR Pounm IR 21' #6 DIAGONALS BOTH SIDES OF OPENING � O O OrifiCeA Elevation266.53 MAX. 'P PLACEMAX. #6 6•' O.C. BOTH WAYS RESTRICTOR PLATE,ORIFICE'A' lamCOMM n. 1.5" _ S MTH •� FFOORR�ECPRE ASSTT ' \ 0 1•TyP. Orifice B Elevation •M1.p;• • . 9•dV ;e.a•�� ''���'.• :•.•:. . ve e,a . "d. �• L •I• • :Il be •• •'• Ier•,Nav, emetr _ w M.nhapAm cmc 25• � W °dq B°N,Maked 9RAN• Orifice C Elevetbn faiL ��18' UMP 5C ..• m - c a SUMP F x BrNOBFIOElevation m Lift IM vW❑ t7 B'Ewer Gale (NTen BpeoTiedln Rlm Elevation m E N N 1 ' , SSB Defer Dow wn sBafJba) ser Diameter n. f {VA en S ewetim o 6' 24" 6'•^� -�•I 6" 27 3/8• 6'�- M I A N 2 1 ♦ See Plan Pmflbe AdyaMbb Ludt o z Ol HBok WIN Lod SECTION A-A SECTION B-B . $Ow M �,> F.L.IN F.L.Olfr I'Rd Or Turku NOTES: Tar j X; t 3 < 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. } dllloeAEleMVlm LIFT HANDLE DETAIL a 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4" - 0" COMPACTED BASE MATERIAL. a+ i a§ � Taba OiYre'A' Ir oMrtwter"'- J n (Soo redo And OeMle eRIRa WeB 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED ^ SIDE W WIRE MEETING ASTM A497 0 �„� Op.BrIW,• •• •• •• .• D 0 SECTION B-B erel Lb Ln HBM* r MAXIMUM OPENING N of e• SECTION A-A ELEVATION AUrhnsA JJ OF GATEDETAIL 0 4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND .. w SLUMP OF 2" TO 4". FRONT FLOW CONTROL STRUCTURE DETAIL SHEAR GATE m 5. PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T. TYPE G-2 CATCH BASIN DESIGN/WITH DITCH T NTE AS MANUFACTURED BY KENNEDY VALVE OR EQUAL INLET TOP ARE AN ACCEPTABLE ALTERNATE. ALL GRATE MATERIALS SHALL MEET C.W.S. °' 2B-2 O o STANDARDS AS SHOWN ON DETAIL ,#400 ^' Z . PROJECT: 70976.002 FLAT TOP MANHOLE n DRAWN: PVR DITCH INLET ,B� -'-- C7e inWaber Services u aeanWaber Services DRAWING NO. 050 Our commitment iF clear. y CHECKED' TOL REVISED 02-03 DRAWING NO. 390 REVISED 05-07 Our commitment is clear. DATE: SEPTEMBER 2017 c DWG NO. SHEET NO. U 20 a C8 .6 OF 34 HYDRANT BEHIND CURBTIGHT SIDEWALKPBS �' �' ♦ ♦' �` /� . � � �• ♦' �' �' STREET SIDE u'-11¢' CUSTOMER SIDE FINISHED GRADE 18" MIN z'-6" V-1D) 4'-s" 4. 90 BEND MJ 7iBREA MAX WITH 4' MEGALUG r-0 !_� -.___ ---_-_ ® RETAINER GLANDS Engineering + /�\\%/\\%\\ • '. �:•.. I . ..• e i '�..+ �A' .� . .' .' .`d.. jj\\%j\\% _ _a. ....' 2" MAX 1 I / GE - tMIN• 4 GATE VALVE FLG MIN•1 MIN" 4 DIP (TVP) K FLA ���\\��\\��\\ .`. ..� •.:. . . :' . ; ;. : a ,� N • \\\\\\� 1 BREAK MAX - — --------------------- -0. Environmental314 W 15th Street 0 8" M N A 3' e' MIN z Vancouver, WA 98660 �\\ 360.690.3488 /\ •4= ' ��� / ° www.pbsenv.com w4 .•1 A ' ' 4 'sl K ` B C MJ4" TEE(TVP) 4" GATE VALVE MJ g711818%PE Si STRADDLE BLOCK PER _ m f D D DETAIL 200 (TVP) :.„---- hD 4' SPOOL FLG x PE 10 FT LG L.<G —------------------ C , H F G 6" CLASS 52 DI PIPE a' SPOOL FUG ' X PE 5 FT LG SUMP PUMP OR DRAIN O f TABLE 1 ' PLAN PER DETAIL 310 OREGON PROFILE VIEW �`� ` � G o° E ., )$_�C�•� ,: { �" UTILITY VAULT 576-WA-TVWD WITH SYRACUSE D BRANCH THRUST BLOCK S "'- ' f--- E CHD-11AL OR BILCO JD-3AL DOOR AND A ' F LADDER MEETING OSHA REQUIREMENTS (SEE PIPE DIA BEARING AREA r, c, J J L E A (IN) ($F) D�1� �� �, { SEALED WITH CRYSTAL SEAL E RE APPROVED E :�:?, �'•"- "'CCC JJJ h FINISHED GRADE TO 4 1.3 '` :v )- HYDRANT IN PLANTER STRIP SLOPE AWAY FRLT OIM EQUAL. EXPIRES: 12/31/18 �• .. 6 2 6 DRAIN TO CURS ,..:; /J I ( car 24" MIN 3' MIN 8' MAX E a 5.0 ( IT " MAX 121 -7 I I BREAK FLANGE - - - _ - - KEYNOTES: 18" MIN 3" MIN 4 ' ro 4' 91 N VALVE CAN 4p 6 MAX PER DETAIL 3 A. CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH. THRUST BLOCK SIZE SHALL BE PER TABLE 1 AND SHALL NOT BE LESS THAN ONE FOOT IN ANYi : �- DIMENSION. CONCRETE SHALL BE CLASS 3500 (6.5 SACK MIN.) KEYNOTES7'-2" - B. WRAP TAPPING SADDLE AND VALVE WITH 3 LAYERS OF 8 MIL POLYTHEYLENE PRIOR '^ A. OLYMPIC FOUNDRY V8910 (OR APPROVED EQUAL) VALVE BOX AND COVER WITH 12" t =_ 1611 v+ WwJ TO POURING THRUST BLOCK AND BACKFILLING. EXTEND POLYETHYLENE 6" MINIMUM "W" CAST IN TOP SURFACE. VALVE BOX SHALL BE PLUMB, CENTERED ON AXIS - CONCRETE BALLAST MIN CHECK VALVE LU BEYOND SADDLE AND VALVE AND SECURE TO PIPE WITH POLYETHYLENE TAPE. OF OPERATING NUT, AND SHALL NOT REST ON OPERATING ASSEMBLY. SEE NOTE NO 2 MIN C. STAINLESS STEEL TAPPING SADDLE WITH GASKET AND FLANGED CONNECTION. B. UNPAVED AREAS ONLY: PROVIDE 24" SQUARE BY 4" THICK AC OR CONCRETE KNOWN PAVEMENT PAD. FOR CONCRETE USE 4 REBAR STEEL REINFORCEMENT OVER 4" A. VALVE BOX ASSEMBLY PER DETAIL D. MECHANICAL JOINT WITH GRIP D. LINE-SIZE GATE VALVE (FLG X MJ). # FOLLOWER. ALL JOINTS IN E. JOINTS ON BRANCH PIPE SHALL BE RESTRAINED PER DETAIL 21. COMPACTED 1"-0" CRUSHED ROCK. REBAR SHALL BE 2" DEEP AND 3" FROM No. 3. \ EDGE OF PAD. PAD SHALL BE CENTERED AROUND VALVE BOX. HYDRANT ASSEMBLY SHALL BE SUMP PUMP OR DRAINW FULLY RESTRAINED. PER DETAIL 310 C. 6" TYPE SDR 35 PVC, D3034 PIPE SPACER. LENGTH AS NECESSARY. B. 6" GATE VALVE. WRAP TEE AND 6" LEVELING COMPACTED ELEVATION 3/a-a CRUSHED ROCK FOR DRAINAGE GENERAL NOTES: VALVE WITH 3 LAYERS OF 8 MIL 3/4-0 CRUSHED ROCK 1. BEFORE INSTALLING TAPPING SADDLE, CONTRACTOR SHALL THOROUGHLY CLEAN PIPE D. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS DEEPER THAN 60" FROM POLYETHYLENE PRIOR TO E. 12"X12" CONCRETE PIER BLOCK COMPACTED Z TO REMOVE ALL DIRT, ROCKS, AND OTHER FOREIGN MATERIAL FROM PIPE WHERE FINISHED GRADE. SEE DETAIL No. 5. BACKFILLING. ON UNDISTURBED NATIVE SOIL. Z W SADDLE WILL BE INSTALLED. E. WRAP VALVE WITH 3 LAYERS OF 8 MIL POLYETHYLENE PRIOR TO BACKFILLING. ♦♦�� EXTEND PVC WRAP 6" MINIMUM BEYOND VALVE AND SECURE TO PIPE WITH 10 Z Q �/ Vr 2. SADDLE BOLTS SHALL BE TORQUED TO MANUFACTURER'S SPECIFICATIONS. C. TEE. NEW CONSTRUCTION TEE F. DRAIN ROCK POCKET. 4 CUBIC NOTES: 1. CONTRACTOR TO SEAL ALL OPENINGS IN VAULT WITH NON SHRINK GROUT. J 3. CONTRACTOR SHALL ENSURE THAT GASKET IS PROPERLY ALIGNED AND FREE OF MIL PVC PIPE WRAP TAPE. FEET MINIMUM. 2. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CD YD MIN AROUND BASE OF VAULT IN KNEES SHALL BE MJ X MJ X FLG. AREAS WHERE FLOODING OR HIGH GROUND WATER EXISTS. KNEES FOREIGN MATERIAL PRIOR TO TIGHTENING SADDLE. F. VALVES 8" AND SMALLER SHALL BE MJ GATE VALVES. VALVES 10" AND 3. ALL MATERIALS SHALL BE AS NAMED OR EQUAL. SUBMIT ALTERNATES FOR APPROVAL. W CONNECTIONS TO EXISTING MAINS Z 4. SADDLE LOCATION AND INSTALLATION SHALL BE APPROVED BY DISTRICT INSPECTOR LARGER SHALL BE MJ BUTTERFLY VALVES. SHALL BE TAPPING TEE PER G. MAINTAIN MINIMUM CLEAR SPACE 4. PAINT INTERIOR WALLS AND LID BOTTOM WHITE. O Q PRIOR TO TAPPING. G. 2" SQUARE OPERATING NUT. IN ALL DIRECTIONS PER DETAIL No. s. OCRs 9z.oaa U PROHIBITS LOCATING AVIV UTILITY INFRASTRUCTURE WITHIN 1-ET. OFA 0) DETAIL No. 8. THRUST BLOCK SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES AND/OR V+ 5. CONTRACTOR SHALL AIR TEST SADDLE TO 40 PSI PRIOR TO TAPPING. H. 8"X6" SXS SDR35 SWR CONC. REDUCER CONNECT TO D3034 PIPE USING A REQUIRED ONLY FOR TAPPING TEE. 102. PLACEMENT OF CONCRETE METER BOXES FOUND To FALL WITHIN 1-FT. OF A SURVEY MONUMENT LOCATION. W 6. CONTRACTOR SHALL FLUSH AND PRESSURE TEST VALVE FOR PRIOR TO BACKFILLING. COMPATIBLE PVC CEMENT. AROUND HYDRANTS IS PROHIBITED. a Tualatin Valle Water District DESIGNED:PDB DATE: 6/1/2012 DATE: 6/5/2013 Valley Tualatin Valley Water District DESIGNED:SEH Tualatin Valley Water D)Striet DESIGNED: PDB FIRE HYDRANT DATE 6 5/2D13 Tualatin Valley Water District DESIGNED PDB 4" METER DATE 6/5/2013 C DETAIL "LiP TYPICAL VALVE DETAIL C DETAIL V DETAIL r\ �^ > APPROVED:MFK TAPPING SADDLE (\ ate, APPROVED:SLD f\ �� APPROVED: MFK STANDARD (\ ?i+ APPROVED:MFK INSTALLATION Q LO 1850 SW 170th Ave. Beaverton,OR 97006 8 1850 SW 170th Ave. Beaverton,OR 97006 SETTING 3 1850 SW 170th Ave. Beaverton,OR 97006 1850 SW 170th Ave. Beaverton,OR 97006 7040 (503)642-1511 www.tvwd.org SCALE:NONE (503)642-1511 www.tvwd.org SCALE: NONE (503)642-1511 www.tvwd.org SCALE: NONE INSTALLATION 101 (503)642-1511 www.tvwd.org SCALE NONE BY CONTRACTOR = ti N� r �Q V STRADDLE BLOCK A B T/ STRADDLE BLOCK TO TUALATIN VALLEY WATER TO LOCAL PLUMBING PER DETAIL 200 (TYP) TUALATN VALLEY WATER TO LOCAL PLUMBING 1'-3Y2" PER msTwcT APPROKD I I ER G GI200 tTP) I�36" MAX �1 DISTRICT STANDARDS ODOE STANDARDS DISTRICT STANDARDS CODE STANDARDS F4" MAX RETAINER A/D BACKFI.OM DEUCE RETAINER GLAND DISTRICT APPROVED EXTEND DUCIXE IRON %(+E NOTE 3 5ON our a-MOLT TO TNACJOLOW DEMEf _ PROTECT FICO1 BRENONC SPOOL RLC. PE r _._--___ --_.. ______._„ DUE TO VAULT SETTLEMENT. 3�4" SEE NOTE 1 ( ) SEE NOTE ---- - - FLANGE COUPLING ADAPTOR f METER SIDE 1 _ _ CUSTOMER SIDE I I I SEE NOTE 3 I 10y4" FLOW I I r FLOW I pQI I FLANGE COUPLING ADAPTOR I i fI i It I I W _ I MIN " I 5''`MIN. DUCTILE OUT OF VAULTPTOE U 1 1 1 I OPTION&FA AR DEPTMENT I I PLAN I A I 1 1 I CONNECTIC L CONTACT LOCAL TIDE , PROTECT FROM BREAKING I JL I I MARSHALL. I DUE TO VAULT SETTLEMENT. LADD1 _ I .OAREMENNTTS��OSHA (NI Y I I 1 �.� 1 RE -0 `_ I „I SEE DETAIL 300 AND ----------------7+r--- LADDER MEETING OSHA 0`71 w SPEaFICAnO15I SEE DETAIL 300 AND TS T -\ CARSON METER BOX L SERIES 1419 PLAN jt�ALTERNATE FDC LOCATION SPECIFICATIONS F (OR EQUAL) I g DOUBLE CHECK VALVE ASSEMBLY PLAN E O NZURe GR cnQunD LANE N TO CLI NF (ROUND UNE y MIN B' MAN DAtt1CHTro 3' MIN 8' MAX _ DAYLIGHT TG —n---------------- I- n---------------- _5i I Q 6" 1419-6X I r ON II ISOLATION BALL VALVE 3' MIN fri �^ II ISOLATION BALL VALVE I I won gla 'I I I OPENED QStL R V&VE II P VALVE 11 \ SEE NOR O I SEE NOTE 5 I I 1" DOUBLE CHECK VALVE 24" MIN FLANGE COUPLING ADAPTOR y H ASSEMBLY Iy11 INLINE CHECK VALVE INURE CHECK VALVE • E+ r +, Y 8- 14118cii 1" UNION EACH SIDE T \ \ / P o o L;Q Q o RODENTSCREE K > \r,, I a CONCRETE BALLAST MIN 1 1e 1 _a_ 12' 18' KEYNOTES: / SE NOTE 2 _ I I MIN °E"GRNmE zAUA'� _ I~'1 A. FINISHED GRADE. IF OUTSIDE THE PAVED AREA PROVIDE 24" SQUARE BY 4" > 6" MIN. 5 m m MIN �'NH VAn1N 15 DRAIN TO DAYLIGHT OR THICK AC PAVEMENT OR CONCRETE PAD OVER 4" COMPACTED 1"-0" CRUSHED 6 Y,lY9 E 113 .PSFPOuc u ST.+ ss T .TING t M? MIN, PROVIDE 1/3--HORSEPOWER q/ IIT : „C N sr STAINLESS STm SUMP PUMP. ROCK, PAD SHALL BE CENTERED AROUND VALVE BOX. s 6" MIN. ° SRP a QD ° SEE DETAIL U SUMP DETALS.O AND 320 FON B. 2" BRASS PLUG HAND-TIGHT. ELEVATION D C. 2" ADAPTER. COPPER SWEAT TO FIPT. N ELEVATION D. VALVE BOX ASSEMBLY PER DETAIL 3 AND 5. ELEVATION E. 2" TYPE K RIGID COPPER TUBING OR THREADED BRASS PIPING. a CRUSHED ROCK BASE UTILITY UTILITY BILco F. LINE SIZE GATE VALVE. WRAP VALVE WITH 3 LAYERS OF 8 MIL POLYETHYLENE. SIZE VAULT VAULT . G. RESTRAIN JOINTS PER DETAIL 21. 9 WITH FDC • W/O FDC DOOR SIZE VAULTU NOTES: NOTE: 212" 575-LA 575-LA JD-3AL • DOOR H. 2" ELL COPPER SLIP OR THREADED BRASS. BILCODOOR NOTES: t. CONTRACTOR TO SEAL ALL OPENINGS IN VAULT WITH ,. NON SHRINK ROUST ALL OPENINGS IN VAULT WITH 3 NON SHRINK GROUT I. 8"X8" CONCRETE PIER BLOCK ON NATIVE SOIL. < INSTALLATION SHOWN IS ONLY A SUGGESTION. THE DISTANCE FROM BOTTOM OF 3 577-WA 577-WA J-5AL 660-WA J-5AL 2 CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU. W 2 LON IIACTOR TO INSTALL CONCRETE BALLAST 3 CU YDS MIN AROUND BASE OF VAULT WHERE FLOODING J. 2" ADAPTER. COPPER SWEAT OR THREADED BRASS TO MIPT. z DEVICE TO FINISH GRADE, FREEZE PROTECTION, AND CLEARANCE FOR TESTING & REPAIR 4 577-WA 577-WA J- AL YDS MN AROUND BASE CLF VAULT WHERE FLOODING 4 577-WA J-5AL OR HIGH GROUND WATER EXIST g �' OR HIGH GROUND WATER EXIST 6 676-WA J-5AL 3 CLEARANCE BETWEEN WALL AND DEVICE e• MN., K. MJ CAP WITH OFFSET 2" PLUG AT BOTTOM. 1n x ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. PLUGS TO BE INSTALLED F-1860 676-WA 676-WA J-5AL ] CLEARANCE BETWEEN WALL AND DEVICE T MIN., 12' 12' MAX. EXCEPTS' MIN, 9' MAIL FOR BONI VAULT w IN TEST COCKS OF BELOW GROUND INSTALLATIONS (NO DISSIMILAR METALS). 687-WA 687-WA JD-3AL MAX.. EXCEPT e'NN, 9 MA FOR Weo NDA vNu 8 687-WA JD-3AL E- 4. DETECTOR METER ro READ IN CUBIC FEET ♦. THRUST BLOC( 1'-0' MIN THICKNESS GENERAL NOTE of IF ADEQUATE FREEZE PR07EG7/ON lS PROVIDED THE 24" MIN CLEARANCE MAY BE REDUCED 5106-LA 5106-LA JD-3AL 10 5106-LA I JD-3AL 5. FOR USE ON FIRE SERVICE UNE FOR DOMESTIC 'OR EQUAL' APPRO BY CSTIKCT ENGINEER SERMCE SEE DETAIL OF 101. 1. APPLICABLE TO DEAD END MAINS, 10" AND SMALLER, WHICH WILL BE EXTENDED m • 'OR EQUAL' APPROVED BY DISTRICT ENGINEER IN THE FUTURE. EXTEND MAIN AS CLOSE AS PRACTICABLE TO END OF STREET. o p Tualatin Valle Water District DESIGNED:PDB DATE: 611/2012 Tualatin Valle Water District DESIGNED PDB DATE' 6/1(2012 Tualatin Valle Water District DESIGNED:PDB DATE: 6/1/2012 Tualatin Valle Water District DESIGNED PDB PHASE BREAK END DATE: 6/1/2012 Z ° y Y DOUBLE CHECK y y FOR FUTURE DETAIL PROJECT: 70976.002 1 " DOUBLE CHECK DETAIL �> DETAIL �> - DOUBLE CHECK DETAIL \ �^ APPROVED:MFK APPROVED:MFK DETECTOR APPROVED:MFK APPROVED:MFK EXTENSION DRAWN: PVR 0 1850 SW 170th Ave. Beaverton,OR 97006 ASSEMBLY B F 101 1850 SW 170th Ave. Beaverton,OR 97006 0 0 1850 SW 170th Ave. Beaverton,OR 97006 VALVE ASSEMBLY B F 100 1850 SW 170th Ave. Beaverton,OR 97006 (503)642-1511 www.tvwd.org SCALE:NONE (503)642-1511 www.tvwd.org SCALE:NONE ASSEMBLY F (503)642-1511 www.tvwd.org SCALE:NONE (503)642-1511 www.tvwd.org SCALE:NONE 4"-8" MAINLINE 202 CHECKED: TOL U DATE: SEPTEMBER 2017 DWG NO. SHEET NO. m m 21 C8 . 7 OF 34 PBS Engineering + Environmental > 36" 72" 314 W 15th Street CLASS A NATIVE BACKFILL CLASS B GRANULAR BACKFILL A Vancouver, WA 98660 B STRAP/SLING - , — 360.690.3488 " MAX www.pbsenv.com O PIPE WRAP/ O EACHEWAY (TYPICAL)AT 12" �p %1� PE ENCASEMENT AC PAVEMENT REPLACEMENT. SEE NOTE 4. _ MOUND EXCESS MATERIAL TO ALLOW I 6" MIN. SEE NOTE 4. , �� IFOR SETTLEMENT. CONTRACTOR SAWCUT CLEAN EDGE FOR (T MIN CLEAR ��5 ��G6" CLASS "B" %jfj`-// // ///// // /i / //��j�// // SHALL RESTORE ALL LANDSCAPING (TYPICAL-ALL BARS), \ AC PAVEMENT REPLACEMENT. T 711 BACKFILL TO PRE-EXISTING CONDITIONS. SAND SEAL JOINT. �<l D C 0 xr EXISTING I z0 XISTING GROUND i AC PAVEMENT %ROEGON% cn '' . 12" MIN.NOM. PIPE OD9ROADWAYBASE 12" MIN. E Av V/.A/ //A//w�/,�//,�/i�/✓�A�/.A/l.�//�� CLASS " �ij EXPIRES: 12/31/18 \ ` CLASS "B" 3/4"-0" SECTION F E BACKFILL CRUSHED ROCK O `✓�'y'y' i I l GRANULAR BACKFILL I K T 2' 4 12" J '\ PIPE MEGALUGS (2) REQUIRED H ..W, INS/.\�/�/�/.�/��//y/`\�/ /// NO JOINTS ALLOWED ZONE �OD f CLASS 3500 TWO LAYERS OF TAPE WRAPPED 6" PIPE BASE CONCRETE ALL THE WAY AROUND �� " - 6" PIPE 6" I 12 MIN /\: ;.,: : a','ti; r.�`:: •C� W i:;.` 1. CUT THE POLYETHYLENE TUBE TWO FEET LONGER THAN PIPE AND SLIP OVER PIPE AS TYP_ TYP. ------ "' ----- L �\ SHOWN. ' KEYNOTES O 1. SPREAD THE POLYETHYLENE TUBE AS SHOWN SO THAT ENOUGH IS LEFT TO PROVIDE 24" MIN. A. FINISHED GRADE.BOXEPROVS IF 4" THICK AC PAVEMENT OR CONCRETE PAD CENTERED NOTES: ___ ----24" MIN. AROUND VALVE BOXES IF OUTSIDE OF PAVED AREAS. PAD SHALL EXTEND A MINIMUM '/� W A ONE FOOT OVERLAP AT EACH END OF PIPE. (n 1. PIPE ZONE MATERIAL SHALL BE 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL � OF 6" BEYOND ALL SIDES OF VALVE BOXES. 2, TAKE UP SLACK IN THE TUBE ALONG THE PIPE BARREL, MAKING A SNUG BUT NOT COMPACTED TO 95% OF AASHTO T-99. 12" MIN. - �� . B. 2" BRASS PLUG HAND-TIGHT. ca TIGHT FIT. FOLD OVER ON TOP OF PIPE AND SECURE IN PLACE WITH 2-LAYERS OF --. C. 2" ADAPTER. COPPER SWEAT TO FIPT. VV CIRCUMFERENTIALLY WRAPPED TAPE ABOUT TWO FEET ON CENTER. (PE SHOWN LOOSE 2. CLASS "A" NATIVE BACKFILL MAY ONLY BE USED OUTSIDE OF PAVED AREAS ANDS #4 REBAR 12" O.C. Z <'�f EACH WAY (TYPICAL) D. VALVE BOX ASSEMBLY PER DETAILS 3 AND 5. FOR CLARITY) REQUIRES DISTRICT APPROVAL. BACKFILL SHALL BE COMPACTED TO 90% OF AASHTO NO DIGGING WITHIN 10' 18 E. 2" TYPE K RIGID COPPER TUBING OR THREADED BRASS PIPING. Z W T-99 IN LIFTS NOT EXCEEDING 18" (LOOSE MEASURE). POUR POUR CONCRETE AGAINST F. 2" IRON BODY GATE VALVE WITH 2" OPERATOR NUT. Z 3. LOWER PIPE INTO TRENCH, BEING SURE THAT THE POLYWRAP IS NOT DAMAGED, AND UNDISTURBED NATIVE SOIL G. RESTRAIN JOINTS PER DETAIL 21. MAKE UP JOINT. 3. CLASS "B" 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL SHALL BE USED WITHIN PAVED H. 2" ELL COPPER SUP. Q J AREAS. BACKFILL SHALL BE COMPACTED TO 95% OF AASHTO T-99. PLAN I. 8"X8" CONCRETE PIER BLOCK ON NATIVE SOIL. Z _ L - a, PULL POLYETHYLENE FORWARD FROM PREVIOUS JOINT OVER THE BELL AND SECURE IN Q PLACE AS SHOWN. J. 2" ADAPTER. COPPER SWEAT TO MIPT. 4. S RISDI WIDTH AND AC PAVEMENT REPLACEMENT SHALL BE PER APPLICABLE O NOTE: K. MJ CAP WITH OFFSET 2" PLUG AT BOTTOM. JURISDICTIONAL REQUIREMENTS. L. 2" X 12" BRASS NIPPLE. 5, PULL POLYETHYLENE FROM NEW PIPE OVER THIS SAME BELL, PROVIDING A DOUBLE CONCRETE STRADDLE BLOCKS FOR 12" AND LARGER WATER MAINS LAYER OF POLYETHYLENE AND SECURE IN PLACE AS SHOWN. 5. IF THESE SPECIFICATIONS CONFLICT WITH THE SPECIFICATIONS OF ANOTHER APPLICABLE SHALL BE DESIGNED AND STAMPED BY THE ENGINEER OF RECORD. GENERAL NOTE LU5 DATE:9/15/2015 JURISDICTION, THE MORE STRINGENT SPECIFICATION SHALL GOVERN. 1. APPLICABLE TO DEAD END MAINS, 8" AND SMALLER, WHICH WILL NOT BE EXTENDED. li Q Tualatin Valley Water District DESIGNED:SEA PE BAG INSTALL DETAIL DATE:6/1/2012 Tualatin Valle Water District DATE:6/1/2012 Tualatin Valle Water District 211 STANDARD DATE:6/1/2012 Valley DESIGNED PDB DESIGNED PDB Tualatin Valle Water District DESIGNED:PDB TYPICAL TRENCH DETAIL STRADDLE DETAIL Y — DETAIL APPROVED:SLD MODIFIED DIPRA WET Y ._ Q Lp 1850 SW 170th Ave. Beaverton,OR 97003 ( � APPROVED:MFK �\ �^ � APPROVED:MFK BLOWOFF (503)848-3000 www.tvwd.org SCALE.NONE TRENCH M ETH OD 8 i/� APPROVED:MFK (500 5W-1511 Ave. Beaverton,OR d.org BACKFILL � 0 (500 5W-1511 Ave. Beaverton,OR wclorg SCALE:NONE BLOCK 200 1850 5W-1511 Ave. Beaverton,OR wd.org SCALE:NONE 4"-811 MAINLINE 203 = � (503)642-1511 www.riwd.org SCALE:NONE (503)642-1511 www.rvwdorg (503)642.1511 www.rnvd.org Q r rQ V_ U J J V O Y Y 2 U w H Q E m m m a E N 0 h 0 n 0 N Ct P C 3 v of F Z O x ofw m V <o� n m 0 O Z 0 0 PROJECT: 70976.002 0 n DRAWN: PVR 3 ❑ CHECKED: TDL U r o DATE: SEPTEMBER 2017 r E DWG NO. SHEET NO. u 2n n v C8. 8 \/\R . V R m C VOF v L 34 PBS Engineering + Environmental 314 W 15th Street AL Mission St _A B Vancouver, WA 96660 General Installation "'X`' --JSL-4X Ore on Clt ♦ H _- _ - __ •25H - -- -- - _ -- - _ wwwpbsen�$om Primary Sign Primary Sign a.Signing details shown on this sheet are 9 Y Y Y intended to convey'typical"conditions only. A SE Madrona Ave II:B::T I d 3 d d Individual locations may require Installation "'I X S X Z Z dfrferent from those shown. _X - —I�—�x H IrpO _ g711188PE' ROFFSFor guidance regarding unique Installations D D X" X 2,6H H 2 H H 2.2 N F s/Qa exceptions rail the Project Sign Designer E=BORDER WIDTH F=BORDER RADIUS FairvierM S,H�ome or Region Traffic Section. •=USE FOR TEXT INCLUDING LOWER�;ASE g,j,p,q flntl y S-- H2 MIL W '� y Self Treat complex Secondary Sign b.Locate breakaway supports away from ditches A A' B C D E F G G' H T� Red woe H— — FRACTIONAL LAYOUT 3on(B) route assemblies to avoid problems with erosion,corrosion, fit (BprtBlxlq for vertical sign ;i?, P GROUND-MOUNTED SIGN 1 . 1 . ♦ H 2 Tor vertical clearence debris,maintenance and breakaway performance. (2-0 LANE HWVS) 12" 15' 6' 4' 2h 1" 1 h 3" 5' X � ri I h ora See Dwg.No.TM635 for more information. GROUND-MOUNTED SIGN 9 y X WG OREGON O^ to Note: 4+LANES AND>40 MP >�H - y '), 15" 18' 8' 5' 3'h' 1" 1'/i' 3'h' 8' O .. , Verify minimum clearance C.For wood post support details see Dwg.No.TM670. ( B C E 1/ So Ev Note: C!1_6 a on both sides GROUND-MOUNTED SIGN Medford 15 ♦ ezyA Y M D9 gg go Verify minimum clearance E = (LOCAL ROAD,25 MPH OR LESS) 8' 12' 5' 3' 136' 'h" 1'h' 2' 4' H S.531 H.GLS H .838 H 1.00 H Ei AJ E E ggqq TZ on both sides of post. E § d.For perforated steelsquare tube support details see por Zo f` c Dwg.No.TMB81. MAST ARM MOUNTED SIGN 21' 24' 12' W 5' 1' 3" 43S 71W Y �--- Y f H�_ $ (1Y STANDARD)e.For triangular base breakaway support details sae a H-- w H o m e SPACING BETWEEN WORDS EXPIRES: 12/31/18 Dwg.No.TM602. MAST ARM MOUNTED SIGN Pavement Elevation c 21° 21 10" Ir 394' 1" 3' 51h T SL oPavement ElevationDwg. STACKED LEGEND SIGN V `---y x X o f No.TM600�breakaway support details see 21' 29' 8' WA WA 1" 3' 3" 4' -'�' La S Grande o 5 (GROUND-MOUNTED) ---H.-- E g.Mounting heights should not be more than 3 inches more STACKED LEGEND SIGN H=Letter Height than the minimum heights shown,where practical. 30' 93' e' S' 31S 1' 9' BK 5' Milton - Freewater ♦ g pr (MAST ARM MOUNTED) S=Space between words Fair rounds MOUNTING HEIGHT �-{9 H W.X,Y&Z='h of remaining space MOUNTING HEIGHT — g� h.2"vertical spacing between all signs. �'1 X � -Q 1'r X r a LJ'du a rd Guide Sign I I '• I X y 2S -- I+•I X I'� H X-Dimension should be approximately Xrm o ry the same dimension as the letter A Rr SE Hubbard _1.a Height(H), Ala minimum the X-Dimension Notes: t eL Creek Rd =to X Ir•^ X shall be no less than one-half the letter 12'-0'min. �8-- --� I- S —1 �9 (t ) W See Notes(1),(2). 1).6'minimum if behind barrier. V--� Medford Y i•fV-0"min. i--V-0'min. STACKED LEGEND FOR STREET NAME SIGN sills i 2).2'minimum If restricted R/W. (GROUND-MOUNTED) HAshlarad riIlamilij , Si 6'-0"min. j V-0'min. 1 3).20'for ramp terminals. ,-!{ - B S S E X h--• X gra examples shown here are not drawn to scale, See Note(2). See Note(2) I y l r I ' I Y��-Y but to illustrate the layout of the IegeM items. w 4).B'minimum if bicycle path underneath. T Red wood U) W H j 1 06 0 5).8'minimum if secondary signs attached. .l Of111SO11 Rd B �19 h w a y 1 6).5'minimum If outside deamone,In rural NE Sawyer Lie -► a Crescent City H W j areas and no pedestrians underneath. j 7). For multi-post Installations measure distance Museum a Z from post closest to roadway. X X X —{ x 77 I D �D�—B�- �H� Bush House Z > CALL.BOOK NO. PYA __ BASEUNE REPORT WTE 01 V 2 `S CALC.BOOK Na._ WA ___ WWNE REPORT DATE radix - --______- NOTE: Al maana .ndwakman.hlP.htll MlnBwdRa]Mh STACKED LEGEND FOR STREET NAME SIGN � XF —IX — J NOTE AlMI material and workmanship shall neM accerdana Wth Edge Of I I Edge of rhe amen[oneon standard SIN"thorlon. (MAST ARM MOUNTED) Verticelly center arrow [ha wren,Ori,,n standard SDadnadnn. — shoulder,curb shoulder,curb Lebanon 12 between lines of legend. I Fog Line or guardrail. The selection and use of this Notes: If 12'0 font on mast arm mounted sin yields signs larger 9 The selection and use of this F Lne or guardrail. 9 g OREGON STANDARD DRAWINGS 9 Y 9 9 OREGON STANDARD DRAWINGS O I °g Standard Drawing,while de- than 21 square feet,the 10"Alternate may be used. Sweet H o m�j 25 Standard Drawing, while de- � signed/n accordance with White border end legend on mast-arm signs are to be Be n�{S h-- -�1H�1 signed in accordance with CONVENTIONAL ROADS genera//y accepted engineer- ASTM Type IX retroreflective sheeting. Borders shall be generally accepted engineer- (fl V/ W SIGN INSTALLATION DETAILS DIRECTIONAL SIGN LAYOUT Ing prInc/p/es and practices, flush with edge of sign. Dividers,where used,shall be same I I Ing principles and practices, r is the sole responsibility of width as border. ---IX_ �iXl� is the sole responsibility of STREET NAME SIGNS a Q N 30'-O'typ.See Note(3)(7). the user and should not be 2018 New Projects:Include mast-arm signs on Signing Plans. the user and should not be 2018 o LATERAL OFFSET used without consulting a aTE "SON DESCRIPTION orienlargngessignsertormpole analysis pnortoaodirg DIRECTIONAL SIGN DETAILS used withoutconsu/tinge a.TE REvisoNOEswrroN Al Other Signs Registered Professional En- Registered Professional En- 01 glneer. STREET NAME SIGN DETAILS gineer. Q in F:\mgk\Traffic\Standard Drawings\2017-July_Update\piotflle-TM200s-500s.dgn :: Default 6/22/2017 1140[21 PM hwyr20m Effective Date: December 1, 2017 - May 31, 2018 TM200 Fl\mgk\Traffic\Standard Drawings\2017_July_Update\plotflle_TM200s-July1: Default 6/22/2017 1:40:25 PM hwyr2Om TM223 Effective Date: December 1, 2017 - May 31, 2018 Q t r Y• ,,,A Ham•. "' Y° !,i corer ¢ GENERAL NOTES: l0'-0•mhutnum 1, PLACEMENT OF UNPROTECTED BREAKAWAY SUPPORTS: • 9'-0'aMkss use Fxtnrded / aaean Pk tA36) �O/rertlonofmre/ (Yi7 S/gra Mammy deal/ U6x 6x Y,a"rmarural tubby Y•dy. hole NMrkk ,Post d/mensk,less Y,7 for open highways lnr errant Valid, IS- mu/mumx arMy I. syn suppers are designed/n actwd..with the AASNID SYaMard rgerPom ora turracanmusdedm Spec'lhratbns loiSuurrurelfugaorfs NrHiglrwy5yµ tum(na/res, and Undesirable ground/lne. Slope Vi a2,y r,. whoerebk loanuo ..h as yore neu. 2• Adr thry Ye TrcBk Signals 1994. Ure a xi,M re/ocls-WN a/0-/aL mNn rcmrnente Unprotected may interfere with path of UMesirable ground//x. Whack may Pfare The location of unprotected breakaway supports with respect to See drag 1MI0/ab 114635 krpAdaor • /non-a/ Smak."y Suppon mleared support. become airborne arMrMke support w design kr MNe areal. Noyiee 2'sgce I�'d/• r t6^'Post the trawl lane(s)and the roadside terrain and other geomerric bune<nslgns SMenmore Man 4P 15 i Yi y '•th'' bolas rod high fprproper brNkwaYactlon. IV 4 ihu t&rr Z. All raxmir Sha!/be Comm i Grade Corxrcn lir-3000 pro conditions over which the Vehicle travels before impacreig the 2• mounrcd dna rim3k pore sm.rura/robe past d pos : UnProrerred F/dk. arm � ,7 C dK gaN. Do/a(A3g]) 3. A//re/nfortrrg stee/shallcon/mm roAAgf105perlRkatbn Ma 1,Grade 60, support Nill affect the support's brnxkawdy performance, Y; g VMh,nln/esr steel orArmNA]06. \ brewkawaysupporf BredkdwayspppOrtt located/n gore areas are particularly S}siT \ Des/rcd mural/me asrurcr _1. _ i pus/436/ rrcaprcne wadrcrr 4, llrc h4bwtng,p8re kryrhs she//be used unless ptherwin shown: Rayee cath g w/nerdb/e ro vel/c/e/mpafts. Breakaway supports/ocafed across 'See Tabli Po`r dum�iaumdO s ea Size aI of Roadway 70'-0'mm/mum properbreakawayperformance tee intersections, at the end of/ane drop or on the outside of DETAIL 6LLifvent=s hrpa/q auv sake 4ngM'mmI I'-l' r's• o.5 ofsappwt height aaamr for andopportuniryfordnl rro honzonta/curves are also/Ikelyrobe snuck. Lontingbreakaway No scale = SW dr//kdaher skro' S. 5[rvttun/,tee/shall ronkrm roA4Lf/O NIS3/ASlMAS2Z)Grade 50. non-hl 2 p/hgnp(hpra0 row suppgrn / rce/rctt ndc/e' su rts/n Mese arcus should be d to the/f M SIGN MOUNTING DETAILS udk,,shown dtiannre. \ / PPo passible. lithe cavepi V!ltd way o [1xZr5i xI' Y wDividdlifide abin,storp \ / breakawaysupport mutt be located/n theta areas, /prate Mem (foytina) See pant/A sora suppcytyaotet lY' a FOR PLYWOOD 65MEET ALUMINUM SIGNS 6. Srrrxtvn/roblry the//mnfwm roASTM.fperMNrnolrASOa,GndeA orASOI. ddownr to produce an impact situation that is as /Nn as 0136) No Scale 2 shim,sha//le f tvicared loin b. him,rock confprrnhy to A574836 leas P Pa forg g possible Sax Sl B. A//bo/n she//Delyh Nrcn9th bo/n mn6vm/rgroroASTM Sperlhratlon A325 N07F. // I \ whi/e assuring adequate recovery space beyond the suppoms). Cucare supports for enough beh/M curb In pas/rade gmund/fne / -- \ Smakawa Supports /aced u EXTRUDED SIGN MOUNTING DETAILS (AAS/tralf16lA Nuts k,hyh rnengM bola shagbe ward/ubrkarcd Mavyhuagon a/kw vehJck rosnd'liu!before impatting rapport. / Y PPo P Pon cut slopes genes//y 25u/fins E 6,ndit, . No Sok nun anhNmlryro ASTM SperMnt/on Af63,(AASHTD MZ9U,Grade OH. ASmIem/ // I;•'"•,: .I /�'j- safer Impact situation Man for those placed down on fi//slopes. 0 1'-0'mM. utGn arNf Sbuctun/tuba Port[See o For signs 9'-0'or hors In NMM vee/wasMrs shah evnkrm roA nfSpe[Hkatkn F436 WSHR)M293A / 11, 'table grounah, The support placed on a cut slope wI//be lighter than a support gojecrna hn,mquuM L`-`'J Vehkk unde ms / /aced on fill s! 3tr'-o'mm raharann ttar/lesrthaob.pymb 9. s ep&etatk,aper,rhauronkrdmdma s wr .knA6s3. BREAKAWAY SUPPORTS BEHIND RAISED CURBS rts^/'g' Y p one. yb momthmmatfora iricletrs/raga symm. about[ Th/r/ace o/bue pyre nx,wdhy/r ride of 10.Sue n/wks,Aa//be rub-dn/led andrcamedrorne. aaze h Undes/ndegmune/irn Vehic/e rna9 on G'oststub cuts/ope ori/l gexra/y be lets than that fora vehlde traversing gu enni terflo+enrtr Nut hr its bolt skpe ism/lotions and approximarery s/orsMll be sawcur ormaMlne guided Beme cut o underram maysnag on post stub. w�nd'uon. afi//s/o Awh/cle In u acut s/ is p (,rot requlrtdforPore area,igml age Pe. going p ape generally taerdenM waiter para/k/b prcabm/nant d/rerBon of ma Bb. N mquo d sort Post /I.Kuper sheNmebl rlu/l be ga/wnked In arrurWnre WM ASIM A653, mare stable and more eu!/yredlrected Mart a Vehkk go/ng dawn _ CM&AN 6S. Ail 0,Terme/Including ABSP nrhal/behaf-0/p ; 5•_o•ermom o iced BREAKAWAY SUPPORT – PARTIAL ELEVATION am/smpe. J r,:Rh�,fd� rcx • Hahn,a'washer� Nerdened washer Nobuircaranceg M/ d hfb/ dRMnklmruns aMbeaet on 0•min. (symmetric possible DdMs yfernnt Vehicles) %•cement ofbrcakaway supports In or near ditches shou/dbe ab, Bush wink gmald. Hare wuherN �� hrboh ckanxea dls/lpturfaas. N=&th/ghsmrgMfw/Omaydmrappedaher Unpro[etnd abouts ofdiKtd aro/dad. Breakaway supports shoo/d not be/oatednear raised 3e with 4-PI x 4-6' Posfase 1to Sh/mWasn roundgaMMr/rgkeys ofshduM ofpost each way. P° : smakaways-Atort curbs or near the hinge point or Me fill slope. and fan ofTatsc Stub bus Ore @I2.the are of o dun WrMb des nM1/xt be pmoined. Shadedareais I V.6b earekr/A the rtebanter0fvee/ Vemta/ b s/w/be Me same 1.as P e ° krper req y g whereerssib/e, supports should be/ocafed behind established ll stub MM connere ro MeKNpei(see hbgl � 13.s,eDNy TM6lf/•syn a/M,Rln moundrg derails. mC surfaceshat/s dman or Batt irec Me tamersuepue. arc's°serDf0Mr1t AM6WIVE kaykudlrva/and tnns.erse dircciiansHarde/leewazher� ° m GgaRsb'l/neThe guklelInes ronta/ned herein should be used/fposs/de. onrq apaksruMfmrbM /tardenad wash•, `a 0'-O'minimum ffaweker adjustments guidelines may be necessary bemuse E M-2(bprek)t Y,' 3 rotenalorbackr'//'HM"a11 as required Stubpost 8 BASE PLATE BOLTING PROCEDURE E gfnghf-of-wayand/or other cOnsUa/rats. M �' F Hhogps mmpaRedgranu/ermattM/. Foodng deal may be reduced up Sync pdenred 90 degrees /• 1.Assemble post ad Stub as shown k Bare Assembly Lanah, I / See TMI00 requirements when signs are mounted an unprotected O iT I , to SOXpmNee that Me reducM Ifrbalt tP fit/s dheNon requ/re a '}}0T. I I depth/s endre/y In mol hirbeo' rusrom a„a0zh ro deremr/x / 2'shimmo as required ro pumb port(z Y s%y,rt)27?sit/ I / Bre]kdwdy Suppaltt. umteudhnum depth Mata BASE ASSEMBLY DETAIL desoAnon- aoegvary of rwrenbpevbol(1 unnea4�0- rmdrekands AloASSEMBLY thesvPPwt /•-0• 3.ngMenboRr/nasysrcma[korderroMeTl'h-/bfrorpue. gGina nteei2o%•n ti 3YL 3"c% ma/nn/ned. 4.Loons arMmoomw bolt M the TYN-/br mrpue. Use Nu NO7T: raw-I-lin d E19r gad supports. E E same wderu Me/rachis/tl9hrcnby erM 00 AOT OYER neHlavr Locate breakaway rapports away/tom ditches naVddproblems with RAay • 45' "'E E S Sunthread,atjuncrkn with our ashy ecenWounan. eros/on, corrasion, ded/s, maintenance, end breakaway pe,/artna/lu. BREAKAWAY SIGN POST � 4s '�e� BRASS SHIM DETAIL PorrGu pkrc Ne,e. FtVo03 *fhA*.;WhInd red Sak Dia center hole/AsX _ dartos slmrkr Shope m drain ry'_max/mum nn. 2I0.032'Mkt areuF bol (bole d/•. a�si die hale 11+m-'7. See TmMy Den• BREAKAWAY SUPPORTS NEAR DITCHES E,Vptgheted erNkawysppport y 4x(boh db TC dla bel circle with 3epuegyrpcedbaM. BASEPLATE ORIENTATION 20'-0•ormorcdis/red GORE AREA BREAKAWAY SUPPORT LOCATION •,/ � No Sole J\ a IO'-O'min. lw open L•Mtckpka Masher R- ♦Y,i hyRwxys 1t bc•dia bol ruck - -8 UnpmfeayS L� �. 0lSlMASTl, GrMe 501 —1 1 RoaMraY HlMe Point 9reakawaY Support -�-P,---�' U � I I I NOTE: \ \/ PLATEWASHER'H' Aastsroe }.r ns _ lion"Stub -y° ..J Appmrimare/y B0%q/whJder kaHry 1M.1rm-See Table fors/zeA •roady ori//do sa,tan any/,of l5'7C-tNa�.F H.S. boar ��. + oNess. The stub pmJectkn lmhar/on/suga.q.o2997geN, ppS7 STUB DETAILS 1nqu/remen[sheetmenikeeperpare RedlrectAmofwhideranbeexpected qns/apeswith[PostadM-77 Np sale A, no steeper rh CAS IV.-4H. d4 air' hole. Ro/loVerlequemy/s minimizedwhenslopesare noKEEpER Accompanied TM200,TMZOI,TM635,TMfi TS smederth:n/V3H. �1 Post-See Ayect 1 Locate support beyoM hinge point as shown m allow whlck Pyo,krrlx CALC BOOK NO. 1493 09-AN-2015 chord Line between me A and a. _ __-- ,) ____- E u BASELINE REPORT PATE ___ 1_-__----_ tostadllze beforeImpact Pp CHIC.BOOK NO._____ _ _ ___ BASELNE REPORT DATE JUL-201-5- 0 1 PosrwteMt NOTE: hewnlrntOMSKstandardS,.adMlin.. UNPROTECTED BREAKAWAY SUPPORT CLEARANCE DIAGRAM NOTE: Alrturns, o nR ne'nradhso�abl ,:aR°`deM'"Nh sM Ba,Dan foaryDn The selection and use of this BREAKAWAY SUPPORT ON FILL SLOPE The selection and use of this DksfLDJd/a bok OREGON STANDARD DRAWINGS Sett/onperpeneku/arMusumedpaMolemntVehlde. (MarNlkelypaMBa OREGON STANDARD DRAWINGS N SlInatrxar Sblww Base Here Ault Porr R�� rnodng Depth � duu kwermnxnlwr Standard Drawing, while de- 15'angle from adjacent ba/nc Bowl Standard Drawing, while de- 7LbhRp TribYy pan qnN. ABan*ft N 7L Amor OVa nrtke Tl• n' Num.M stub gw, 2'-0' 4•o• Ail e sye a/,,,,, signed In accordance with signed In accordance with Pfwats r a• y,. Length .� thm/aw eah°°,n,'! LengfA Y ma Dk. parft. g 't;,dv�ngk,A,r generally accepted engineer- TRIANGULAR BASE BREAKAWAY BREAKAWAY SIGN & LUMINAIRE a' — — 4;d/a,h bolas /n principles MULTI-DIRECTIONAL SLIP genera//yacceptedengineer- SUPPORTS-SUPPORT 753.3rR, njar3r4u li 10• Y; 5' r so 30 2 I'-6' 8-F 3'-0' 6.3' gp nap/es and practices, BASE DESIGN Ing pr/nap/es and practices, m 753Yav3Y,r1; 753x3rlS• 4; nK' 6' r iso so r-9 ]PI r-r — ss• W' rad'or is the sole responsibility of responsibility LOCATION GUIDELINES 3 ane, is the sole res nsibi/i of v IIlr4xila 153r3x4+a 1• tori 4; sY; ri]' uo so - z10• e-x 4'-0• — zr the user and should not be 2018 the user and should not be O HORIZONTAL ARM TO POST tra 2018 no N 7551SX06 153.3x4,; r-5W Y: 5p r 26a Al - z=3• 8-Sat 4'-r 4=(t• 4.a' �� used without consulting a DATE REASON pFSOIIRKIM Vl used without consu/ting a MTE RkVIsIoN CE{LRImoN •x1 450 25 1 r-6• 8_05 5'-0' 4=0• ;g• No soak Registered Professions/En-A6r 8141; 7s3x3.4,a 1'-Ma• 6' 6Yr' Registered Pro essiona En- IF.-157.7x4,1 751.4.bs ri: 1sYi 4r' 65' /Y 450 n I 3'-0' 8•if 6'-0• 41' 3.5• 9/neer. 9/nee% p X 1511814th nsxsxiu N; 1'-15' 1' 7' I=1 6� 75 1 3i' 12.15 T-0' S=o' 3.t• N Effective Date: December 1, 2017- May 31, 2018 TM602 Effective Date: December 1, 2017- May 31, 2018 TM635 U rot m 0 N O Z O O PROJECT: 70976.002 0 r 3 DRAWN: PVR a CHECKED: TDL U b a DATE: SEPTEMBER 2017 DWG NO. SHEET NO. 23 an C8.9 OF L 34 PBS Engineering + Environmental 314 W 15th Street Vancouver, WA 98660 X GENERAL NOTES: 360.690.3488 I \ I 1PerforafedStee/Square Supports are designed/naccordance w/thMeAASH7D www.pbsenv.cnv.com Sign Area Center SlgnArne Center Standard Specifications for Structural Supports for Highway Signs,Iummalre;and TraHTc / Signals 4th Edition,2001,1002,2003,and 2006 Mwnm reNsions. 2.The design basic wind speed(3 second gust)shall be according to the wind map shown on (-i.Gp PROFF / sign Area 7M671. 4s(�' , >, 3Materia/grade for base hardware connection sha//be according to the manufacturers Center recommendation and based on crash testing. \� 11 Ca I N f , /0 sign211 eflface sheeting / I 4-Use Yrs"d/amemr ho/es ar 7'spac/ng on each of the 4 sides. 'P sign tare Wood Post,CchadP o! Square Tube(Wood Post Shown) / S.Stee/post shall have a min/mum yie/d stressASTM 0650 kit 71186PE 6.Sfee/shall be galvanized according ro ASTM A653 with chat/ng designation G90. 7 Cenem/design parameters are Kz-0.87,Cd(sign)-1.10,and 6-i.74. Nylon washeq nom.Ya'LD. Nut w n ion lockin feature ** 2'-0'M/n. 2'0'M10. 2'-0'M/n. 8-Permanent signing uses an b=0.71 foramcurmnce/nrerva/of 10years. Y"D.D.,Yrs thick l Y 9 See Note4 3'0 9'-0"Max. 3'-0'Ma .. 9'-O'Af". 9'-0'Max, 9.TempomlYsign/ng uses an ti-0.45 fora recurrence Interval of 7.5years. OREGON for hale ((�T (TVpJ N /O.The sign width ro sign height or sign height to sign width ratio shall nor exceed S0. v requimmems. 17.For horizontal and vertical clearances ofpermanentsigns refer to TU200 and of Hold bolt head/n place and Ya s Stainless steel bolt Type 304 (Typ.) temporary signs refer ro TU822. �' I' �• �� turn nut on opposite side, t7 See Base See Base See Base 72.Pos[s protected by barrier orguardra//do Trot require slip bases. 0 9 ' ` Except or tag Bo/[s / or 316/nsider/rs•e mounting hole Requ/rments Requirments Requirments (length as required bysupportlfor base type for base /.,base type L E A N Yi DD,min.Double Stainless stee/ N ASTM 376 Hat washers' Y;o.D.min.A57M316I EXPIRES: 12/31/18 a Stainless steel flat washer' e — 4 I. Nom: i m 1)When signs are placed on opposing sides rn v of post,f's'x 3'/ag bolts can be used 'Stainless steel bonded sealing washer -q n instead of through bolt, with neoprene layer is an acceptable m E 2)Use nylon and stainless steel washers when subst/tue E SINGLE POST ELEVATION TWO POST ELEVATION signs are placed on both sides ofpost. -Acceptab/e substitute No scale No scale 3)Burr threads atjunction with nut for nylon locking nuts' Post bolts o extendbeyondthe tightened when locknuts am not ANCO P/N-LOC / THREE POST ELEVATION Perforated5me/ nuts within the limits of y<'ro 1 S 7R!-LOCO Top Lock Locknut (X'V'Z)in tt3 -Maximum No scale SquareTube 3 Second Gust Wind Speed r7M677) SIGN ATTACHMENT DETAIL 85 MPH 95 MPH 705 at 110 MPH 2y,'- l2ga. W Perforated Steel Number of Posts Number of Posts NumberoPPosts Square Tube Square Tube Size M7792!3 7 1 3 63 176 189 109 S1B 327 98 l% 294 2Ya'-12 ga.PSSTro exrendenthe //11/31 164 3% 719 23B 357 /ergth inside ofthe 2Ys'-11 ga.PSf7: �/785 370 SSS 767 334 501 2114" & 21/2" - 12 GA. DETAIL PERMANENT PERFORATED STEEL SQUARE TUBE TABLE No scale Z Z W (X'V'Z)lnd3 -Maximum Number of Posts Z > 3 Second Cast Wind Speed(TM677) Square Tube Size 1 1 3 Accomparmdbydwgs. TI4200,TM671,TM 687,7M688,TM689,TM8I2 Z cuc.6001(40. WEUNE REaoaT DATE 06-JUL-2015_ _ 85 MPH 95 MPH 105.,770MPH 2-11ga Anchor Alrchor N/A ULC.aO W. 5752 MSEUNE REroaT DAT 10-JUL-2017 _ Z = — NOTE NI mata.al and•mrkmanshi3Odi bei.xm,dance w6h 2Ya=72ga. Anchor T/)p T//p ` Number Number Number NOTE: th mne.alandwark and ipshall l.,n aaordar,ce wah the mrrent 0rt6an Randard SDallkatlens 2Y2-70gl ,r//p flip 5T/p the cvmmtLepen sreMvrd specmwmns O 0 F- Square Tube Size 1 1 3 1 1 3 7 1 3 The section and use le this OREGON STANDARD DRAWINGS zf. Anchor ncha,-See sup sop sop The Standard ra and use le this OREGON STANDARD DRAWINGS Standard Drawing, while de- 1'-72 9a. 725 250 375 100 200 300 90 180 770 Standard Drawing, while de- s/ signed in accordance with 1Y,-12ga. 115 430 645 177 344 516 155 310 465 1. Anchor-See details. Drawing 7M687 for PSSTanchar 9 . SlIp See signed/n accordance with PERFORATED STEEL a Q generallyaccepted an practices, 1$-70 ge. 261 511 783 109 41B 677 1B9 37B 567 2. S//p-See Drawing JM688 for PSSTsI/p base genera//y accepted engineer- Ing ATTACHMENTS fuundallonderai/s. a g SQUARE TUBE INSTALLATION SIGN Ing print/p/es and practices, 2Y,'d 21�•-12 ga. 364 7zB )o9z z9z ss4 a76 z63 sz6 7B9 3. N/A-Do not use this option. Ing principles and practices, SUPPORT INSTALLATION is the sole responsibility of X is the sole responsibility of to the user and should not be 2018 Cn TEMPORARY PERFORATED STEEL SQUARE TUBE TABLE BASE REQUIREMENTS the user and should not be 2018 rnused without consulting a DATE aEwsNst DExwerlox used without consulting a DATE i let.,:oN 51scEFW Registered Profess(onal fn- Registered Professional En- o7ly owg.d m w to coo. g/neer. '-see 7%a'd 2%,•- 12 ga.detal/. g/neer. Effective Date: December 1, 2017- May 31, 2018 TM676 Effective Date: December 1, 2017- May 31, 2018 TM681 � r F- .j U J J Nw Ii V O Y Y 2 U W N Q Y m a E N O N O r O N !7 C Q O m Q w 0 n X W o ¢- U o p N Z 0 PROJECT: 70976.002 0 r c� DRAWN: PVR 3 0 '> CHECKED: TDL U m n o DATE: SEPTEMBER 2017 E DWG NO. SHEET NO. 24 C9 .0 OF r a L 34 c PBS Engineering + Environmental 314 W 15th Street — - -s wlttal 3 min.ms max Vancouver, WA 98660 O ® O Y�Nlaw�lMeble� O ® (sd)ustslsacln s s-x EIdeM,o@nx<x0' Otrectio"elTraMro 1 / romiss wheel-aacks) O I, O 2, ® x 360.690.3488 ,. -T4 Var r ones pp www.pbsenv.com 6'min 3 10' S 3 I I I U I "" ga line �p PROFF -[ • � 4J a 6-white lin � 2d� 4 3 2II � i5' pwhite bar a Narrow Double 1 -f2'F- YI (<en55eerwhhlnEP) �� aGt NFF �0 136' Dlrecticai TraNc I=* angleorientation 111 4 Vedryloop detector F rorfieid layout Yellow Line m 111111 placement C(r� ]1188PE �"9 angl odantatbn STANDARD CROSSWALK STAGGERED CONTINENTAL CROSSWALK STOP_BAR STOP BAR=LARGE -RAMP METER STOP BAR 4"WHITE LINE 8"WHITE LINE 4'YELLOW LINE forSlNd layout CHEVRON BARS TRANSVERSE MEDIAN BARS - --1 -- 1'WHITE BARS AT 20'SPACING 1'YELLOW BARS 6129-LPA CING TWO V WHITE BARS T WHITE BARS 1'WHITE BAR 2'WHfTE BAR 1 &8'WHITE BARS TWO per Standard entering TM530 Install Isar Standard Creating TM530 install per Standard Drawing TM530 Install per Standard Drawing TM530 For mule-lane ramp meter applications ® ® ® ® ® a5R) CiD vG OREGON ��''``aD• 40• w' ao' ry W j 0 9 �� � I e � I �_ �_ �_ r� ' " • -as ,ZRON , Y v i _ 4-® ace �— A. I—s 6' 6'- 6' 6 6' 4-6�6'�Y^6—I I 361 EXPIRES: 12/31118 L 4'6•J q c 4"WHITE BROKEN LINE 4"YELLOW BROKEN LINE 4"WHITE DOTTED LINE $'WHITE DOTTED LINE 4"YELLOW DOTTED LINE BIKE RIGHT TURN STENCIL(white) BIKE LANE STANDARD STENCIL(white) BIKE LEFT TURN STENCIL(white) SHARED LANE MARKING(white) BUS(white) � For late,entensons For lane eatensluns and bike lane extensions For lane extensions Center marking within dna width Center marking within lane width Center marking within lane width Center marking within lane width or as shorn Comer marking within lane width For re Ion tleWb,see anem wrsionof garkam Hl SI ns For niondedlls„ nmmntsersionofSdndard Hl hwry Sgm For mon Oedlb.seepmntwnlan of Sdndud Hghwas'Skgm For prapartion tenons,see anent essiori Standard Highway Signs For leiter m details,see arrcntwrsion of Sk! hat 51 ns e N CE) LL- NPR PL) O 0 SCH XNG ON o o N +1I1 9' Ix x�''12' 12' IR I^30 0 i- Id,.f�-�Wj`sy�f ®o E c] F ; ® 4•s®e� ® em ® cos I 1 I ® 4•'p Li 10' g� I J 8' 1134--411' I 4., t ICY I Thru TrafOc Side J� I 3'F- Increasing Stationing—'� Iraertulnq SntbningC� 6' -� LU 4”WHITE DOTTED LANE LINE 8"WHITE DOTTED LANE LINE NO-PASS RIGHT NO-PASS LEFT TWO-WAY LEFT TURN SCHOOL(white) SCHOOL- LARGE(white) CROSSING - LARGE(white) X-ING(white) ONLY(white) Center marking within lane wroth Center marking within width of two lanes Center marking within width of two lanes Center marking within lane width Anter marking within lane width For dna lines In acceledtlon/decelaretlon lanes For lane lines In drop lanes 4"YELLOW LINE$ 4"YELLOW LINES 4"YELLOW LINES For letter re detalls see anem wrson of SWdard Highway 5I ns Fat letterproportion detalls,set alrtntrenbn of Standard Hl Sion. For leper pian dials,see anentwnlon of Stndard Hi 5 m For letter nton details see arrtMwnlan ofStaMudN Fn leaser bit details see parent wrsbn of Standard Highwey 51 ns — O ND ® O Direction arTrafRi O Nartov Ooubl 3 . 1 Jr. V sPact 4'white edge II 4• 12" 12 -- Yellow Llna mitL For traversable median 12'LLU a'space r T 4 r J'4 IL _ 4"space� 3 J �, -_-_s,,,,n - 4_ mitt. �. ird 4' W Narrow Double - ------- I (thru traffic side �'7 i �r 3� � 1 36' a. angle orientation Yellow use L I a' 1 Z (or field layout arple orlenwlon ..-20�i _Edge of pavement W TRANSVERSE MEDIAN BARS tiFor Cemerline rot eB layout ng Z / •••� 4'whka Rites 1'YELLOW BARS AT 40'P ACING DOUBLE NO-PASS NARROW DOUBLE NO-PASS NARROW DOUBLE NO-LANE CHANGE TRANSVERSE SHOULDER BARS Z F ruse at imed medians when TWO 4'YELLOW LINES TWO 4"YELLOW LINES TWO 4"WHITE LINES 1'WHITE BARS AT 20'SPACING ON-STREET PARKING DETAIL twMte) z Q H diwance�etween feefl am refuges exceeds 20d — �..II ULC e00K N0. 1 5-______ BAE NE0.PMT WTE _9Z gL2p15--_------ GLC.900K NO. __1. ------- WEIINEREPoR OATS _-OIIQ1/2915----_-___ Wh�Slp '. I NOTE Nl mawrial and v'orkmanrhlp shall M in a¢ordance nf[h NOTE: AN material and xakmanrhip stall N In accadancewlthOwMe current Oregon Standard Spedfkarlons. the anent passes Standard Spa ions. O NflF' 'R arta m General Nate: a wh to Ilse . . . . . Standar Drs and use le this Th Standard election and use le this }—� r frypj �� � � Standard Drawing, while de- OREGON STANDARD DRAWINGS 1. Anew,leper,and bike symbol dimensions nominal. Standard Drawing, whsle de- OREGON STANDARD DRAWINGS � LU� . . . .� signed in accordance with signed In accordance with i 36• �j genera//y accepted engineer- PAVEMENT MARKING generally accepted engineer- PAVEMENT MARKING 0. Q l ingprindplesand practices, STANDARD DETAIL BLOCKS Ing principlesand practices, STANDARD DETAIL BLOCKS 5 CO -1 - Direction of Traffic •whin line Direction of Traffic is the sole responsibility of ; is the sole responsibility of G V sum 3 DISABLED PARKING DETAIL(white) YIELD LINE&IIII BICYCLE YIELD LINE(white) the user and should not be 2016 C the user and should not be 2018 C) used without consulting a MA I aEvnsmN oLscalnKw Iw used without consulting a ria*t Re„sloN LO A reLEGEND Registered Professional En- L E D L N 0 Registered Professional En- li �Direction Of Traffic,Incasing Stationing �- Lane line dimensions areshown on the Or Thru Traffic Side striping pians g/neeL �Direction of Travel tfineef. NewView Effective Date: December 01, 2017-May 31, 2018 TM500 Effective Date: December 01, 2017-May 31, 2018 TM503 �0N T a c� 'Stop bar shell be 4ktced as near ss possible he the Intersects gtrawled wary. I I Locate sap bar 4 din.to W mea.In advance of the emended fog line, I m Id pavement,or curb tace. Minimum atop bar distancemay need I �/ 1 to be Increased,depending on Oreton of pedestrlen mops(we Dedll"A') anNar vaNde turn radii(see Decal M'). Foltl verity sigh distance arE truck I burning movemema. / 1 •a'mitt.to Wodic r� YB YB , Whets area e e dbumygvfi ) �� n do rat e�tr'�pee -a'min.ro Wmor w place oopbaroudlee of _._.-. ________ --_ \ r ��-___ _ _ _... Throat of mmP turning vehicle's swept pray ___ Z to T from throat of _ -- ramp edge l°etOpbar ve ` ! � ii1a. J n , YB 8 Sweet pant Of turning vehkte t' Egpg Ise drmnedon/ hi lrocur mom rmons tlpr if Detall'A' Detail"B" %, STOP BAR PGNCMENT WITH STOP BAR-PD(CEMENT WITH is PAVEMENT MARKINGS FOR TYPICAL INTERSECTION / RE PE T PEDE TRIAN RAMPS RE PE T TURN RADII [ ' LL 4 ow Y SIDE STREET LYNN LWIA `/ Throw or Ramp-T` Q (Typ.3'M 61 W4 810E BTRfff Lana WIdM(LY✓1 2'min. Osv ®� (both sides d ramp) Imin. 2 CurbI f�1I�I I I Y ���° jsmpee should be at tracks) an L and r W `{1 ` LW/2 o amici w,leel tracks) ® I( Wheel Trucks Q BM,i of WD-2Yp. O tvddh of right par,lana) 0 D STANDARD CROSSWALK BARS we STAGGERED CONTINENTAL LAYOUT AT INTERSECTION Y y 0 m K End w-2• To be acwmpanied by Standard Chilli Nos.TM500 thru TM503 nL Crisp.at a a an of Is D D o ` General Nae: N L Wheel track of CALC.BOOK NO. Now BASEONE REPORT DATE 0 10' bumkng veliude 1. Ildtali apeexmk bam aurh tlW U*throe cf _ the ADA MDY wll in cmaewwk markings, NOTE NI material and workmanship shall he In accordance wM N .\ - or5'baekMsxtafxled IInB,stags of pavesmem,or curb face. the currem Oreges standard Specifications m r.�TrnEfT The selection and use of this OREGON STANDARD DRAWINGS Standard Drawing, while de- General ^— caeremi ale signed in accordance with INTERSECTION PAVEMENT IroWI take vehicle stenciltoawed 3 riddarnirgvefaclewnaelo-ecks. genera//y accepted engineer- MARKINGS (CROSSWALK, Ing principles and practices, STENCIL LEGEND is the sole responsibility of STOP BAR & BIKE LANE ) aCTI the user and should not be 2016 H Direction m Travel Z o Wo INSTALLATION OF BIKE LANE STENCILS INSTALLATION OF BIKE LANE STENCILS used without consulting a wTE RalswN arcanimn FOR KE L/VJE SEPARATED BY RIGHT TURN LANE FOLLOWING INTERSECTIONS X IL-Lane line dimensions are Registered Profess/ona/En- rn C? shown on the striping plan gineer. I w o of U Fr\mgk\Traffic\SfancJi Drawings\2017_July-Update\plotfile-TM200s_500s.tlgn :: Default 6/22/2017 1:40:27 PM nwY-20- Effective date; DeC@Mori 't, 2017 - May Sly 2018TM530 0 O N Z O O m PROJECT: 70976.002 0 DRAWN: PVR 3 0 CHECKED: TDL U n DATE: SEPTEMBER 2017 J DWG NO. SHEET NO. 25 m t C t 9 . 1 of 34 PBSHANDICAP ���`; SIGN �y !� U� � Engineering + 4' Environmental CURB 2" 10-1/2" 314 W 15th Street Vancouver, WA 98660 CURBPAINTED 'BLUE' 360.690.3488 BACKGROUND www,pbsenv.com R=5," >>� "alb edb 30° TYP Citt,o= Engineerin 1'-0" Environ 21 4' REOr+ ivllm Engin 9ry 91 - le litt r=U 4" PAINTED WHITE N 'I I 17.09.04 STRIPES, TYP 4" PAINTED WHITE Q STRIPES, TYP i EL 80 � M W EL M ACCESSIBLE AISLE p 24" MIN WHERE SHOWN IN PLANS 4" WHITE CnW Z 2„ 9 BORDER a1 N 06 Z d. 9' TYP 9' STANDARD - 11' VAN PER PLAN PAINTED 'WHITE' Z W HANDICAP SPACE ACCESSIBLE AISLE SYMBOL Z Q Cn PAV'T STENCIL WHITE / Z = V) J BLUE BACKGROUND & O LLJ BLUE PAINTED CURB OPTIONAL t0 > p SPARKING STALL STRIPING (2)ACCESSIBLE PARKING LOT STRIPING ACCESSIBLE PAVEMENT MARKING SYMBOL Q C9.2 SCALE: NONE C9.2 SCALE: NONE C9.2 SCALE: NONE LO ti 0 � N r I.L GALVANIZED FENCE POST CAP MOUNTING RESERVED BRACKET SIGN (TYP) SIGN PARKING R7-801 R7-801 ,-, SIGN R7-801 A STATE DISABLED PARKING PERMIT REQUIRED 2" I.D. 2-3/8" GALVANIZED WELDED SIGN STEEL PIPE ;n R7-801A VAN "'J 4" PAINTED WHITE CII ACCESSIBLE CI STRIPES, TYP CONCRETE 4" TRAFFIC CURB 5.0' Notes: Y PAV'T 1 . See WSDOT sign fabrication manual, details 30° TYP for R7-801 & R7-801 A Ip CV a2. Signs for accessible parking spaces shall be iv CONCRETE—,----o- 44 5' minimum above the floor adjacent finished Y FOOTING Im grade, measured to the bottom of the sign, LiLMIIN (per ANSI A117.1 Section 502.7). LU 0 PER PLAN M 3. For signs located in planting areas, substitute E ACCESSIBLE AISLE 8' poles (install 5' above grade & 3' below grade). Sign shall be located at least 1 ' clear. Remove cap from back of walk. Top of footing shall be level with bottom of bark 3 mulch layer. a (2)ACCESSIBLE AISLE STRIPING 5 CCESSIBLE SIGNAGE W C9.2 SCALE: NONE C9.2 SCALE: NONE U �I r m o p N Z O C PROJECT: 70976.002 0 r DRAWN: PVR 3 0 CHECKED: TDL r o DATE: SEPTEMBER 2017 r J o DWG NO. SHEET NO. U 26 C9 .2 OF L 34 PBS i,28„ 5PECIFICATION5 e Engineering + MATERIAL Environmental The PL-3 bench is constructed of mild 6teel In three eectionoconcielingoftwo end oectlone 314 W 15th Street and one veal vection. All parte are drilled and Vancouver, WA 98660 precivey formed for quick assembly.End 33v2" secvonv are made with V x 1"solid 6tcel bar 360.690.3488 Stock.All beat 6ectione shall be,fabricated 43.00 www.pbsonv.com 1"%1"SOLID e it 1"sch.40 pipe and 1/4 x 1-1/2"mild steel strap. Steel Shall conform to ASTM AW hot g711188PE' STEEL BAR rolled Steel.All Steel Shall be wheelabrated %1' ENDFRAME5 16-1/2" prior to fabrication.HARDWARE Fasteners Shall be 3/8 Socket head cap Screws with vandal resistant pins. l, 1 1-1/2"STEEL STRAP Anchor bolts by others ar-16-6/6" it—+ 00 Do OREGON 0 W/1/2"DIA.HOLES PROTECTIVE COATINGS fl 9 1"SCH 40 STEEL PIPE fabrider cation chill be clewed annllowingd treated with '� C E AN�� an iron phosphate process prior to the 7.00 22.00 coating application. This process shall include EXPIRES: 12/31/18 a non-ehromated alkaline cleaner and an iron phosphate treatment followed with an acidic Aerial Fire Truck sealer for maximum adhesion. The protective coatings Shall be either polyester or polyester TGIG powder. Following application the party shall be baked until properly cured. The feet coating shall be,a mirlmum of mils thick on all curface6.Options for finish:Corrorlor Width 8.50 reoiotant undercoat,Strongly recommended Track 8.50 OPTIONS Lock to Lock Time 6.0 Length:4,5 6,8 ft.standard,other lengths ,available Steering Angle 33.3 FL-3 bench lengths up to 8 ft avallable W 46-3/4"OUTTO OUT W119 STRAPS without an additional frame.All benches 60-3/4"OUT TO OUT W/24 STRAPS longer than 8ft.will require A center frame. 72-3/4"OUT TO OUT W/29 STRAPS Center arm 1 FIRE TRUCK — 96-3/4"OUT TO OUT W/39 STRAPS NOTE:BOLT DOWN HOLE LOCATIONS P LE66 THAN OUT TO OUT DIM ENSIONS Rbvu9.r. 9.O SCALE: NONE FairWeather Site Furnishings W 360-895-2626 or Toll Free 800-323-1798 M Plaza Series, Model PL-3 Bench Pon Orchard,WaslEngton Z Oa95`&IU InEa Inmvadwal C1"gxa0on.FairWeMer SiM Fvrti4wy diem Notla.Then pAiler areprepdetary.Numeusded9mare Wlenkder piton[ peMlnp uMa Leada,MaNfacU,I,yI,K. Z a w � INSTALLATION95831 1 00 page I of 4 95831 INSTALLATION1 00 pacI of 4 Z — O � J la- FWRI� I- � w AG P O L E GROUND SLEEVE INSTALLATION a w Q 4'-O'Mln-,16'-0"Max. C ,^ PRIDE. QUALITY. TRADITION. WIMTwo 2 Poste C V, - ( Ground Sleeve with Steel Lighting Spike - — I Installation I y 45- C Set PVC Ground Sleeve � T i 2"WaterprootCompound Exroslo Installation i INSTALLATION (By Others) Moll"" HtwHr A e c o r Hardwood Wedges 20'-0" 2'-0" 2'-6" 30" 24" �( T (By Others) A Minimum Of pa x 2"x 6'Galvanized INSTRUCTIONS 25-0' 6 3.0" 36 24" Shall Telespar'Dr 12 Gua9e � 11D 3000 PSI Concrete 30-0" 3 0 3-6" 36' 24" Perforated Posts Or Approved Equivalent .j2 _ Shall Be Used. Tamped Dry Sand 35-0" 3 6 4-0" 36' 30" A :�� Sleeve External Halyard StationaryTruck 40-0" 4 0 4-6" 4S 36 • r n �,, Foundation Sleeve 45-0" 4 6 S-0" 45' 36" " Anchor EH- 1 00 (166auge6alvanized) I 50'-0" 5'-0" 5'-6" 50" 42" 14a Cr Steel Centering Wedges ODA" 6'-0" 6'-6" 60" 48" O.C.Maximum -__ Steel Support Plate 70'-0" T-0' T-6" 60" 48" ELEVATION SleeveAnchor LightningGroundSpike 80'-0" 8'-0" 8'-6" 72" 48" Anchor 2W % 2W';36"Deep"peep EXTERNALHALYARD Sign Post 2" X r,12"Deep _ NMMM's Metol HagpoleManual olfersbasicsuggestions on foundation measurements infirm,drysoilonlyusingdrytamped FLAGPOLE SYSTEM 1 sand and3000PS1 concrete.Soil conditions vorybysite.Exact foundation requirements should be verified by a Structural pg Rivett Engineer with knowledge ofsoilmnditionsinyourlomliry. - . TYPICAL POST INSTALLATION GROUND SET 3/8"Galvanised Bots;W/Nuts and SHOE BASE And Washers J v External Halyard Single Revolving Truck SHOE BASE FOUNDATION INSTALLATION el e NOTES: J = 1. Rails To Have Alternating Red And White w 2"X 8" 12" Stripes.All Stopes Shall Be Rehectorized. A/ Rills � IL B" V in 2. See Manual On Uniform Traffic Control -- AA Shoe Base Foundation Devices For Streets And Highways And Flagpole Shah Shoe Base Sign Post 12• The on Supplement. O � AA BE CC Installation r % 2• Greg PP Cast Aluminum B- BASF BAS[ Bo� Bcu B - t 3. See Drawing 6050 For Installation In A Shoe Base DiAMEIe SocraF Hacd Pgo1KJ^n DIAMETER D - c Hard Surface. 4" 7112" 3" 2" 3/4" 6-1/2'-8" a WARNING, 6 9-3/4 Q 4. 1"Pan Head Sheet Metal Screws Shall Be 8B 5" 12 3 2 3/4 7112"A" i Used If Sheet Panels Are To Be Fastened 0 3-1/Y' 2-3/4" 1" 9"-10" To The Face Of The Cross-Boards. s E preventr 7" 10-112" 3-11/16" 2-3/4" 1" 70"-11" _ END VIEW S. An Materials And workmanship Shall Be In 8" 11-1/4" 3-15/16" 2-314" 1" 11"-12" Accordance With The Current State Of the flagpolebe 1 E Oregon Standard Specifications For 10" 14" 4-7/8" 3-1/4" 1" 14"-15" construction. 9 place 1 ' all packaging 12" 17" 8" 3-3/4" 1-1/4" 16"-18" Four galvanized Steel Anchor Bobs External Halyard Double Revolving Truck mustr • removed immediatel (55,000 PSI Minimum Yield). 3000 PSI Concrete WASHINGTON COUNTY STREET BARRICADE Y DEPARTMENT OF LAND USE & TYPE III, STEEL POSTS U after Rshipment. TRANSPORTATION ENGINEERING SECTION RIGHT OF TRAFFIC PtoT STAMP:02/24/115:37P KELLYE EFFECTIVE DATE: 3J LB�ZOLL WASH.CO.A 6020 ❑ CAD: 60l EH-100950.11(1013)ON13 AMERICAN FLAGPOLEwoommodm EH10095831110-131 p3013AMER 1(AN FLAGPOLE CS ."o.""a„CI 26252 Hillman Highway•Abingdon,VA 24210•Phone:276-525-4078•Fax:276-676-3090•www.americanflagpole.com vLt� � CAI3', 26252 Hillman Highway Abingdon,VA 24210•Phone:276-525-4078•Fax:276-676-3090•www.americanflagpole.com 9 Y• 9Pole.com CE. 1P 0 N 0 r `o ry m 3 0 vi a W Z C Tx m LU L CS a. m L r rn 0 O N Z O O PROJECT: 70976.002 0 r c"s DRAWN: PVR 3 0 CHECKED: TDL U ip DATE: SEPTEMBER 2017 E DWG NO. SHEET NO. 27 L C9 .3 OF 34 TIGARD HAMPTON INN & SUITES I ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON ® UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE 11795 SW 69TH AVENUE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST PBS TIGARD., OREGON Know what's below. EXCAVATION. CALL 503-246-6699,TWO BUSINESS DAYS, BEFORE COMMENCING AN Call before you dig. Engineering + 1200-CN Environmental EROSION AND SEDIMENT CONTROL NOTES: 314 W 15th Street Vancouver, WA 98660 STORMWATER DITCH THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-CN PERMIT. THIS ESCP AND 1ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCPFAILURE TO IMPLEMENT ANY OF THE CONTROL 360.690.3488 . . GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200-CN PERMIT www.pbsonv.com Tn LOT TAX LOT TAX LOT TAxLOT (NO-WORK ZONE) MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. P 2700 2s029003100 300 REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-CN PERMIT REQUIREMENTS SUPERCEDE 2. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE - - - - --- - - - - REQUIREMENTS OF THIS PLAN. CONDITIONS. DURING THE CONSTRUCTION PERIOD, UPGRADE THESE MEASURES AS NEEDED TO COMPLY WITH "!ngineeonn b / BMP MATRIX FOR CONSTRUCTION PHASES ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS.3. SUBMISSION OF ALL ESCP REVISIONSIS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDERMASS UTILITY STREET FINAL WET WEATHER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT.-SW 69TH AVENUE- - - - CLEARING _ 4. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE GRADING INSTALLATIONCONSTRUCTION OCT 1 MAY 31ST \ ° • ` L7: x •C7 . 'ET. ),• "'.,z ;. .; 5. CT (BY NS) C �ORIBUMNivi(�e TO Engine / AREAS FROM BECOMING A SO OF EROSION EROSION PREVENTION IDENTIFY, MARK, AND PROTECT FENCING OFF OR OTHER MEA CRITICAL RIPARIAN AREAS AND •- � GROUND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS 9, HYDRAULIC APPLICATIONS BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., • � Y = �elvittqq PLASTIC SHEETING X X X X X X WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. L C=U 6. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN n.oe.oa MATTING TAX LOT 1900 HAMPTON INN & SUITES AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF )F'.PIRES: 2 1 1s- -3600 �:-: I I DUST CONTROL VEGETATIVE SEED MIX USED. TAX LOT TEMPORARY/PERMANENT SEEDING X 7. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE 6900 �::: - • : BUFFER ZONE BEFORE VEGETATION IS DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED, REPAIRED, AND SEDIMENT CONTROL PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION, LU SEDIMENT FENCE (PERIMETER) ** X ** X ** X ** X ** X ** X INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. O - - SEDIMENT FENCE (INTERIOR) ** X ** X ** X ** X ** X ** X 8. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING „arse % I... STRAW WATTLES ** X ** X ** X ** X CONCRETE WORK. DIRECT ALL WASH WATER INTO A PIT OR LEAK-PROOF CONTAINER. HANDLE WASH WATER ° AS WASTE, CONCRETE DISCHARGE TO WATERS OF THE STATE IS PROHIBITED. '^ O FILTER BERM v+ i . o ~ 1 "77INLET PROTECTION X X X X X X 9. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED ** ** ** ** ** ** m a J AREAS AS GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. LLI U DEWATERING 10. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. O SEDIMENT TRAP 11. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: GRAVELED (OR U) U) NATURAL BUFFER ENCROACHMENT PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE I RUN OFF CONTROL WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING ACTIVITIES. '��/1� CONSTRUCTION ENTRANCE ** X ** X ** X ** X ** X ** X 12. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON W W I G 13. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND 06 PIPE SLOPE DRAIN 1 - OUTLET PROTECTION EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND Z O „ag T7001 SURFACE ROUGHENING WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM -Z W U TAX LO6200CHECK DAMS 0 VEHICLES AND MACHINERY, AS WELL AS DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES FROM 7 H ` I CONSTRUCTION OPERATIONS. Z L j PPREVENTION14. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE / 1 i ** ** PROPER SIGNAGE X X POLLUTION X X X X V** ** ** ** Z PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS 1 ;' HAZ WASTE MANAGEMENT X X X X X X IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERYZ Q LU IQ - - _ - - GE CONTROL RAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SPILL KIT ON-SITE X X X X X X AND LIES. S T E A O Q C = SW 70TH AVENUE - CONCRETE WASHOUT AREA X X SUPPLIES. CDC 15. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN N r - * SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE. SOIL. AX TLOT TAX LOT TAX LOT 3500 3503 L _ _ ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. 16. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW C zsaoW\ MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE G Uj '^ CAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. Lo U) _ Wffg INSPECTION FREQUENCY: 17. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, T ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND = ti i❑ SITE PLAN ) : SITE CONDITION MINIMUM FREQUENCY INTENANCE PLAN D DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND ANCLUDING SYSTEM SCHEMATIC, OF TPLAAND FREQUENCY)EM, LOCATION OF INLET,OFSAMPLINGD r C WEEKLY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF FROM SNOW OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. - SCALE: 1" = 50' (24X36) MELT, IS OCCURRING. I.f. l 1. ACTIVE PERIOD OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. AT LEAST ONCE EVERY MONTH, REGARDLESS OF WHETHER STORMWATER 18. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST RUNOFF IS OCCURRING. BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO O SURFACE WATERS. vv S.W. BAYLORSTREET I 2. PRIOR TO THE SITE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL MEASURES 19. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING I IN ANTICIPATION OF SITE INACCESSIBILITY. ARE IN WORKING ORDER. ANY NECESSARY MAINTENANCE AND REPAIR WET WEATHER OCTOBER 01 - MAY 31. r V/ MUST BE MADE PRIOR TO LEAVING THE SITE. 20. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND w w ¢ w O FENCE HEIGHT AND BEFORE FENCE REMOVAL. 0N z z z 3. INACTIVE PERIODS GREATER THAN FOURTEEN ONCE EVERY MONTH. 21. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES 1.f. LU DEPTH ABOVE GROUND HEIGHT. AND BEFORE BMP REMOVAL. IW LU SUBJECT . ¢ PROPER ¢ a ¢ 22. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT = BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A RELEVANT AND o m m BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. ,r, INACCESSIBLE DUE TO INCLEMENT WEATHER. ACCESSIBLE DISCHARGE POINT OR DOWNSTREAM LOCATION. 23. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. 3 O INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF } 5. PERIODS DURING WHICH DISCHARGE IS MONTHLY. RESUME MONITORING IMMEDIATELY UPON MELT, OR WHEN THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE L ¢ UNLIKELY DUE TO FROZEN CONDITIONS. WEATHER CONDITIONS MAKE DISCHARGES LIKELY. PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME. S.W. CLINTON STREET 24. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. V O , VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. J = HOLD APRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO DISCUSS EROSION AND 25. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS. DO NOT REMOVE TEMPORARY LU w SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. J z * ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-CN PERMIT REQUIREMENTS. SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS W ¢ * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-CN PERMIT REQUIREMENTS.Q ESTABLISHED. HOWEVER, DO REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AS EXPOSED AREAS U RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR THE LOCAL BECOME STABILIZED, UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. PROPERLY DISPOSE OF o w * CONSTRUCTION MATERIALS AND WASTE, INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. V z F MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT THE O a z 26. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE r. CONSTRUCTION SITE OR AT ANOTHER LOCATION. TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS.Cfj Y 27. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY NARRATIVE DESCRIPTIONS VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP I.E. (FILTER BAG). \ EXISTING SITE CONDITIONS 28. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31. S.W. DARTMOUTH STREET THE SITE IS CURRENTLY OWNED BY DVKOCR LLC. THE SITE IS VACANT, LIGHTLY VEGETATED, AND SLOPES AT APPROXIMATELY 9% 29. IF WATER OF THE STATE IS WITHIN THE PROJECT SITE OR WITHIN 50 FEET OF THE PROJECT BOUNDARY, TO THE WEST. MAINTAIN THE EXISTING NATURAL BUFFER WITHIN THE 50-FOOT ZONE FOR THE DURATION OF THE PERMIT COVERAGE, OR MAINTAIN LESS THAN THE ENTIRE EXISTING NATURAL BUFFER AND PROVIDE ADDITIONAL SITE VICINITY MAP DEVELOPED CONDITIONS EROSION AND SEDIMENT CONTROL BMPS. " SCALE: NONE THIS PROJECT IS A NEW HOTEL WITH ASSOCIATED PARKING, DRIVEWAYS, SIDEWALKS, AND LANDSCAPING. SITE SUMMARY: Y x NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE PARCEL#S: 1S136DD02100, 1S136DD02200, 1S136DD02300, w INDEX TO DRAWINGS PROJECT START DATE: JULY 2017 1S136DD02400,1S136DD02500 INSTALL EROSION CONTROL BMPS: JULY 2017 ❑ CLEARING: JULY 2017 EXTENTS OF PROJECT: 80,703 SF/1.85 ACRES ECO EROSION AND SEDIMENT CONTROL 1200-CN COVER UTILITY NUMBERS MASS GRADING: JULY 2017 - AUGUST 2017 ZONING DISTRICT: MUE (MIXED USE EMPLOYMENT) m EC1 DEMOLITION AND EROSION CONTROL 1200-CN PLAN UTILITY INSTALLATION: AUGUST 2017 - OCTOBER 2017 QUARTER SECTION: SE Y4 OF SECTION 36, T1S, R1W, W.M. EC2 EROSION AND SEDIMENT CONTROL 1200-CN PLAN CITY OF TIGARD - WASTEWATER 503.718.2704 STREET CONSTRUCTION: NOVEMBER 2017 g EC3 EROSION AND SEDIMENT CONTROL 1200-CN DETAILS AND STORM FINAL SITE COMPLETED AND STABILIZED: JULY 2018 E NEW SITE DATA: PORTLAND GENERAL ELECTRIC 503.672.5483 SITE SOIL CLASSIFICATION PERMITTEE'S SITE INSPECTOR TUALITIN VALLEY WATER DISTRICT 503.642.1511 NRCS: C EXTENTS OF PROJECT: 80,703 S.F. NAME: JACKIE CHUNG, EIT, CESCL FRONTIER COMMUNICATIONS 503.641.4463 BROWN SILT (ML) FOOTPRINT: 23,542 S.F. PH: 360.567.2130 TUALITIN VALLEY FIRE AND RESCUE 503.259.1504 ON-SITE IMPERVIOUS AREA: 44,881 S.F. a' EMAIL: jackie.chung@pbsusa.com COMCAST 503.596.3809 EXISTING SUBSURFACE CONDITIONS ARE AS FOLLOWS: ON-SITE PERVIOUS AREA: 12,280 S.F. NW NATURAL GAS 503.226.4221 • TOPSOIL APPROXIMATELY 6 INCHES THICK WAS OBSERVED AT THE SURFACE OF ALL BORINGS. ON-SITE PARKING STALLS: 121 COMPANY NAME: PBS ENGINEERING & ENVIRONMENTAL INC. • BORING B-5 (SEE SITE PLAN) ENCOUNTERED FILL MATERIAL CONSISTING OF STIFF TO HARD BROWN CLAY (CL)TO VERY DENSE z HORIZONTAL DATUM GRAY POORLY GRADED GRAVEL (GP) TO 14 FEET BELOW GROUND SURFACE. WATER SERVICE: TUALATIN VALLEY WATER DISTRICT ° ADDRESS: 314 W 15TH STREET, VANCOUVER, WA 98660 SANITARY SEWER SERVICE: CITY OF TIGARD > � • MEDIUM STIFF TO HARD BROWN SILT (ML) WAS ENCOUNTERED IN ALL BORINGS TO FULL BORING DEPTH (6.5'-36.5' BELOW wx v THE BASIS OF BEARINGS ARE FROM SURVEY NUMBER 30,651, STORM WATER DRAINAGE: CITY OF TIGARD u, GROUND SURFACE). CERTIFICATION: CERTIFIED EROSION AND SEDIMENT CONTROL LEAD WASHINGTON COUNTY SURVEY RECORDS. ELECTRICAL SERVICE: PORTLAND GENERAL ELECTRIC BUILDING(CESCL #25848) VERTICAL DATUM RECEIVING WATER BODIES BUILDING HEIGHT: PER CITY OF TIGARD STA: PER SITE COVENANT QNDARDSNTS z g CONSTRUCTION STORMWATER ONSITE WILL DISCHARGE TO A 12" CONCRETE CITY OF TIGARD STORM SEWER LOCATED AT THE SOLID WASTE STORAGE PROVIDED: 347 S.F. 16 TRAINING: CESCL TRAINING EROSION AND SEDIMENT CONTROL, 2015 ELEVATIONS SHOWN HEREON ARE NAVD29. INTERSECTION OF SW 70TH AVENUE AND SW CLINTON STREET AND CONTINUING WEST ALONG SW CLINTON STREET. PROJECT: 70976.002 m BENCHMARK RATIONALE STATEMENT 0 EXPERIENCE: DRAWN: PVR 6 8 YEARS AS CIVIL DESIGNER WHO CURRENTLY PLAYS A KEY ROLE IN PBS' LAND A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED GENERAL INFORMATION : DEVELOPMENT, ENGINEERING, AND PLANNING PROJECTS. SPECIFIC SITE BENCHMARK: CHECKED: TDL CITY OF TIGARD BENCHMARK NUMBER 224. THE BENCHMARK IS ON DEQ's GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT RESPONSIBILITIES INCLUDE DESIGN OF ROADWAYS, DEVELOPMENTS, STORM BRASS DISK LOCATED IN THE CURB AT THE NORTHWEST CURB CONTROL PLAN. SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE APPLICANT/PROPERTY OWNER: ENGINEER: ARCHITECT: DATE: SEPTEMBER 2017 DRAINAGE, SANITARY SEWER, WATER DISTRIBUTION SYSTEMS, AND WATER RETURN AT THE INTERSECTION OF SW DARTMOUTH AND SW 69TH DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR DVKOCR, LLC. PBS ENGINEERING + ENVIRONMENTAL HILL ARCHITECTS E QUALITY TREATMENT FACILITIES. ADDITIONAL DUTIES INCLUDE EROSION CONTROL THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS DWG NO SHEET No. $ ANALYSIS, EROSION CONTROL INSPECTIONS, BASIN HYDRAULIC MODELING, SITE AVE. ATTN: ALKESH PATEL ATTN: TIM LEAVITT, P.E. ATTN: LLOYD HILL, AIA ELEVATION = 273.51' TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS, 1419 W MAIN STREET # 114 314 WEST 15TH STREET 1750 BANKENSHIP ROAD 28 PLANS AND, GRADING DESIGN. AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN, AN ACTION BATTLE GROUND, WA 98604 VANCOUVER, WA 98660 WEST LINN, OREGON 97068 d PLAN WILL BE SUBMITTED. PH: 360.687.8881 PH: 360.567.2119 PH: 503.305.8033ECO OF EMAIL: alkesh@trupadizom EMAIL: tim.leavitt@pbsusa.com EMAIL: Iloyd@hillarchitects.com 34 INITIAL ORMWATER DITCH � STREET LIGHT2 - - - - � - W�- - -_ - - a - - - - - - - - - - CF N IO-WORK ZONE) �- - STORMWATERDITCH H - - -a - —dM 5 7- -(NO-WORK ZONE)SFCF S - I I WAT W - - - - - - - - - - I - -I - - - - - - — - — - - If -S]ORMg1LVFRT - �E— 3 4 - - - - - � - I - � PBS�6 - - - - - - - / LE IN I 5 I t t 9e Engineering + 7 i2 2g4 '�E—SGT (W) - W.70' SW 69TH AVENUE Environmental 314 W Vancouver,5tStreet WA98660 -- ---- — — — I , o i / 360.690.3488 www.pbsenv.com SF / — — — — — — — — — — — — — — — — — — -- ned by 6 /7p�y 1 + CIF ' I DN:di- ineerin CE / / I ( 9 l!8 \ O6� '\ / \ J/�6Z �Z I 1 ��l a Eng�onme TIP / f X C \ \ �� % \ , SIF t w w `J'oREQ49�lvil� ¢ , . 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PLACE BIOFILTER BAG LABELED "Bl" PRIOR TO BEGINNING ANY SITE DEMOLITION AND EROSION BIOFILTER BAG PER CWS DRAWING NO. 845/EC2. 1 1 I o 6. COVER STOCKPILES PER CWS DRAWING N0. 810/EC2. CONTROL LEGEND BB O SEE EC NOTE 3. - - I 5 i 1 > I KEYNOTES 17 1 1 o DEMOLITIONTP -o TREE PROTECTION FENCE PER DETAIL 1/EC2. I I I I 1 i I o X z O REMOVE STUMP TP PROJECT: 70976.002 O REMOVE TREE SF SEDIMENT FENCE CWS DRAWING N0. 875/EC2. "This Design Complies with ORS 92.044(7), In That p I I X 3 i DRAWN: PVR o No Utility Infrastructure is Designed to be Within 1 Ft. = '� O REMOVE 12" CONCRETE CULVERT MATCH LINE 1161 WATTLES FENCE CWS DRAWING N0. 880/EC2. of a Survey Monument Location Shown on a I CHECKED: TDL 4 REMOVE WATER LINE, LOCATE AND REMOVE ASSOCIATED WATER Subdivision or Partition Plat. No Design Modification METER. COORDIINATE REMOVAL WITH TVWD. Nor Final Field Location Change Shall be Permitted 1 DATE: SEPTEMBER 2017 g O REMOVE ASPHALT CONCRETE CF -X- CONSTRUCTION FENCE. If It Would Cause Any Utility Infrastructure To I ATTENTION Be Placed Within the Prohibited Area." DWG NO. SHEET NO. I P Oregon Law Requires You To Follow Rules 29 O NOT USED IP INLET PROTECTION CWS DRAWING NO. 920/EC2. Adopted By The Oregon Utility Notification Center. Those Rules Are Set Forth In OAR 952-001-0010 Through E C 1 �F a O SAWCUT AC/CONCRETE OAR 952-001-0090. You May Obtain Copies Of The Rules From The Center. � REMOVE FENCE BB O S OFIECE NOT3FER CWS DRAWING NO. 845/EC2. 34 O 300 zg6 STORMWATER DITCH 2e I - -CF - - - - - - - - - - - - 2ss. - -" I (NO-WORK ZONE) I __ - - STORMWATER DITCH a.- - - --- - - - -«•- SF 95 29 2s5 � I - I - I (NO-WORK ZONE) —MT _ __ — — ♦ — _. — - . _ — — — —M i �5 r`� 9 / • — 12" S 12" SD -- 12" SD 12" SD I I I I I s_ ti9.W 69TH AVENUE 8 ,2 $ , 93 � 8 i J — — PBS -4' — — — — —�+T' — 293 T — 1+ — — — '� ;fn — —+g�,'—� — _, J I 297 / • g /N M I $� i I €g3 ti Engineering + + + + + + �+ -1 I I *4 Environmental 11 296 / / / \ \ - _ ( ,,— — — —,�— 314 W 15th Street 4 / RR RR �. RR ' �-I yi Van 660 _ ° q ° _ BB - — BB y. 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THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME "DRY SF ` I x CF N WEATHER" CONSTRUCTION. "WET WEATHER" CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN OCTOBER 1ST AND MAY SF 3 SEDIMENT FENCE CWS DRAWING NO. 875/EC2. 0' 10' 20' 40' Cr i TP SF I BB 1 31ST. LANDSCAPING BB C \ I 3. PLACE BIOFILTER BAG LABELED "B1" PRIOR TO BEGINNING ANY SITE CF —X— CONSTRUCTION FENCE. SCALE: V = 20' I� I N o ( I z WORK. _ o+oo l I N ` W:II I� o 8 4• COVER STOCKPILES PER CWS DRAWING NO. 81O/EC2. IP INLET PROTECTION CWS DRAWING N0. 920/EC2. 9 \ `wi BIOFILTER BAG PER CWS DRAWING NO. 845/EC2. I 25 I I I I) 8 BB O SEE EC NOTE 3. I I 5 6,>�c \ Oz CE ® GRAVEL CONSTRUCTION ENTRANCE CWS DRAWING TP I I I B I PROJECT: 70976.002 " N0. 855/EC2. O i _ f X DRAWN: PVR C© ® CONCRETE WASH 7 I CHECKED: TDL - - - - 1' — I - - ' o DATE: SEPTEMBER 2017 RR RIP RAP MATCH LINE 6 IP DWG NO. SHEET NO. 30 t 5 EC2 of 34 PBS FOR FURTHER INFORMATION FOR FURTHER INFORMATION I ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE R Engineering + CHAPTER 4 OF CLEAN WATER CHAPTER 4 OF CLEAN WATER SERVICES EROSION CONTROLPREVENTION AND SERVICES SEDIM NT CONTROLON PREVENTION GS S'C-9 x, S ANGLE FILTER FABRIC AND SEDIMENT Environmental PLANNING AND DESIGN MANUAL. PLANNING AND DESIGN MANUALPGS ',,'•' 0 M/v' FENCE TO ASSURE SOIL IS TRAPPED 0 314 W 15th Street Vancouver, WA 98660 ��S�pPQ�o • e ` + + + 360.690.3488 •:4, • . www.pbsenv.com A ' 4. . �� tIR OF O ate, :.'.• : `.�:�:•'.,o. .�. :R•; Ty 192� RADIUS = 25' MIN. ".'::��;. •• •�; INTERLOCKED r :o•: c! 6 `N S 2"x 2" POSTS PLAN VIEW CLEAN PIT RUN OR 3"— 6' CLEAN ROCK OHO OF RE'S ////''''''''���� /—MINIMUM 12. OVERLAP P�\o• 6o AND ATTACH NTS Di 'tall edQ�`Iilr? !e / OF SEAMS. SUBGRADE REINFORCEMENT v�0� + DN: n= vitt,o—PB CEOTEXTILE, AS REQUIRED PFA Engin rile � A&ROwn Or, I ' '• 8" MIN. USE STITCHED LOOPS ou=Civil n�6A V ++% . DEPTH 3' minimum OVER 2"x 2" POSTS NOTES: email=tim.leav env.com,c=U 420' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL from toe slope. 15 ;jREV_0415:�gjjjg00' 1, BURY BOTTOM OF FILTER FABRIC 6' .+++` GRAVEL CONSTRUCTION I VERTICALLY BELOW FINISHED GRADE. ENTRANCE CURB RAMP I I so 2. 2"x 2" FIR, PINE OR STEEL N I FENCE POSTS. PAVEMENT I 3. POSTS TO BE INSTALLED ON « �«` '+'+ `«'+' a a - j14 .d - i'.'' ,. xx➢➢ UPHILL SIDE OF SLOPE. 4. COMPACT BOTH SIDES OF FILTER FABRIC TRENCH. Z _ :;i_4 _ ^.t s•- 5. PANELS MUST BE PLACED — — — II PLAN VIEW \ \ ,t NTS � � <�f'� 'is� ' ... .� "' �� ACCORDING TO SPACING ON Uj : , PROFILE DETAIL NO.940 LU jjjj III I I.. ': NTS 6' OVERLAP • = Q BARRIER REQUIRED ® TOE OF SLOPE. TYPICAL NOTES: 6" 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF ''/^� SEDIMENT ONTO PUBLIC RIGHT—OF—WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN FILTER FABRIC MATERIAL V/ LU LU J PLASTIC SHEETING OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT—OF— WAY. 36" WIDE ROLLS �1t Vr 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE - iv W Z Q THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. I 4. oW Z !WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION NOTES: ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED Z ` _ W eas 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. FILTERING SYSTEM. / 2. BARRIER REQUIRED ® TOE OF STOCK PILE. PROFILE 5. DIMENSIONS I I I I = Q 3. COVERING MAINTAINED TIGHTLY IN PLACE NTS SINGLE FAMILY 20' LONG BY 20' WIDE 8" DEEP OF 3'4" MINUS CLEAN ROCK. Z BY USING SANDBAGS OR TIRES ON ROPES WITH A COMMERCIAL 6'MAXIMUM SPACING FOR FURTHER INFORMATION Z MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. NOTES: 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, ON DESIGN CRITERIA SEE FOR FURTHER INFORMATION CHAPTER 4 OF CLEAN WATER 1. STAKING OF BAGS REQUIRED USING (2) 1"X2" WOOD STAKES OR APPROVED EQUAL PER BAG. GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN CRITERIA SEE FRONT VIEW SERVICES EROSION PREVENTION 0) O O . CHAPTER 4 OF CLEAN WATER 2. SURFACE MUST BE SMOOTH BEFORE APPLICATION. PREVENT SUB—SOIL PUMPINGAND SEDIMENT CONTROL 3. CHECK DAMS CAN BE CONSTRUCTED USING STRAW WATTLES OR OTHER MATERIALS AS APPROVED SERVICES EROSION PREVENTION NTSAND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL BY THE DISTRICT OR CITY. PLANNING AND DESIGN MANUAL Fear ' O ^ CHECK DAM CONSTRUCTION ENTRANCE -�' Q LO Z BIO—FILTER BAG 01 W 0 PLASTIC SHEETING C1eanWater Services CleanWater Services C1eanWaber Services SEDIMENT FENCE C�eanWater Services = � REVISED 12-06 our commitment i.clear. DRAWING NO. 845 REVISED 12—OB �Of a°mmrtme°t„clear. Detail Drawing 855 REVISED 12-06 our commitment i.clear. DRAWING NO. 875 REVISED 12—OB Our commitment is clear. r DRAWING N0. 810 Q 'Z' 11 V a c� o N Ile- CHAIN LINK MESH FABRIC ON STEEL FRAME TO FORM CONTINUOUS ` F PROTECTIVE BARRIER 1" REBAR FOR BAG REMOVAL AROUND TREE(S) "'' BAS SLr CATCH IN GRATE 4INSTALL AT DRIP—LINE OF WOOD STAKE ' MIN. TREES OR AS DIRECTED PLACE WATTLES ALONG SLOPE CONTOURS. U PROFILE BRACKET ANCHORING SYSTEM J OR METAL T—POSTS CATCH BASIN--,,.. EXISTING GRADE p` 'as1 III ',+.... :•.i :�r;5•. �.°•"-'�:= s ,�: •� EXPANSION RESTRAINT RICE, COCONUT OR EXCELSIORWATTLES vMa< :Ye.'.r—'� ? �. ►/ rtr ,�yY.4t r �= > PROTECTIVE TREE FENCING DETAIL o STAGGER F''`' - ..,:, ' SCALE: NONE JOINTS STORM PIPE '.yy,.• SECTION �:.i : EXISTING ❑ ❑ ° "' TREE \ _�- STANDARD STEEL Y OR WOODEN ❑ STAKING SPACING 4' Q.C. •y� ` •'" .• '`�.�`. ' .; :;'y'... ,t•. ,. I FENCE STAKE w FLOW o FLOW FLOW 2"X2"X3/4" RUBBER BLOCKS �— �� CIO POLYPROPLENE POLYPROPLENE STANDARD 48" HIGH g ° ❑ ❑ ❑ ❑ FILTER SACK (WOVEN) PROTECTION FENCE (VMC 20.770.090.B.1 o ° TIGHTLY ABUT ADJACENT WATTLES. 8' MAX. CHAIN LINK) ❑ ❑ WOVEN POLYPROPLENE SACK NOTE: PROTECTION FENCE SHALL BE LOCATED AT THE OUTER JUN PERIMETER OF THE DRIPLINE OR AS NOTED ON THE PLAN. PLAN VIEW INSTALL FENCING AS PER MANUFACTURER'S SPECIFICATIONS. NOTE: FENCE MAY BE LOCATED AROUND THE DRIP LINE OF TREE z w NOTES: FOR FURTHER INFORMATION FOR FURTHER INFORMATION GROUPINGS RATHER THAN INDIVIDUAL TREES. INSTALL FENCE o 1. STAKING SPECIFICATIONS: 1. RECESSED CURB INLET CATCH BASINS ON DESIGN CRITERIA SEE > ON DESIGN CRITERIA SEE MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER PRIOR TO ANY GRADING OPERATIONS. LU EI a. 1'X2' WOODEN STAKES CHAPTER 4 OF CLEAN WATER w b. ADDITIONAL STAKES MAY BE INSTALLED ON SERVICES EROSION PREVENTION FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION m DOWNHILL SIDE OF WATTLES, ON STEEP SLOPEAND SEDIMENT CONTROL FABRIC INLET SACKS TO BE DETERMINED AND SEDIMENT CONTROL NO GRADING ACTIVITIES OR STORAGE SHALL OCCUR WITHIN o OR HIGHLY EROSIVE. SOILS. PLANNING AND DESIGN MANUAL BY MANUFACTURER. PLANNING AND DESIGN MANUAL. THE CRITICAL ROOT ZONE OF TREES BEING PRESERVED. o 2. SPACING IN ACCORDANCE WITH DETAIL 940. z TREE PROTECTION DETAIL PROJECT 70976.002 "61WATTLES INLET PROTECTION 3 C1eanWaber Services TYPE 5 CleanWaber Services SCALE: NONE DRAWN: PVR 0 Our commitment is clear. our commitment is clear. CHECKED: TDL DRAWING N0. 880 REVISED 12-08 DRAWING N0. 920 REVISED 12-08 1 TREE PROTECTION DATE: SEPTEMBER 2017 EC2 SCALE: NONE DWG NO. SHEET NO. 31 EC3 OF 9 34 PLANT LIST SYM CITY NAME SIZE CONTAINER SPACING TREES Acer truncatumxAcer platanoides 0+00 1+00 SW 69TH AVENUE 2+00 3+00 4+00� TAT 9 1.5"Cal B&B or 25 Gal As Shown _ - 11 Sunset Maple , _" _ _ — Alnus rubra TAR 21 Red Alder 3.5"Cal. B&B or 25 Gal. As Shown SIGHT DISTANCT 5 TAT /� f PBS TRIANGLE (TYP) \ r f TAR Cornus controversa 'June Snow' / \ / TZ 4 1 S TCC 2 3.5"Cal B&B or 25 Gal As Shown � - s ' � Engineering + June Snow Dogwood / j ° Environmental TGT 8 Gleditsia triacanthos v. inermis 'Suncole' 2.5" Cal B&B or 25 Gal As Shown ~ °� i •° °LF11 l ' / ` ' r: I Suncole Honey Locust __ '_ -• _ - _ _ _ ° _.__�,. 314 W 15th Street _- " p .• o Vancouver, WA 98660 Platanus x acerifolia 'Bloodgood' _ ° wi. iv L TPA 10 g 1.5" Cal B&B or 25 Gal As Shown - - - — - -, "��' °. -- - - 360.690.3488 London Plantree Zelkova serrata 'Mushashino' 10 SVD ° www.pbsenv.com TZS 4 1.5" Cal B&B or 25 Gal As Shown 1 TGT I • Columnar Zelkova ° � I S T�R� VISION CLEARANCE 4 SIC 4 SIC 4 SIC SHRUBS TRIANGLE (TYP) d SIC 102 Ilex crenata Hoogendorn Holly' 12" Height Min 3 Gal As Shown Hoogendorn Holly V SJS 61 Juniperus squamata 12" Height Min 3 Gal As Shown e 1 TZS 1 Blue Star Juniper C'" J HNA. ROCK E OREGON W Thuja occidentalis 'Smaragd' 9 HAMPTON INN AND SUITES ° Ic 4� STO 55 Emerald Green Arborvitae 6' Height Min B&B AS Shown ° 9 P t2 19gG SVP 43 Vaccinium pavifolium 3' Height Min 5 Gal As Shown I A Red Huckleberry SVD 45 Viburnum davidii 12" Height Min 3 Gal As Shown • 4 SIC 8 SIC /4SIC 8 4 SIC ' David Viburnum 1 TGT Viburnum obovatum 'Densa' 5 SVD ° SVO 15 12" Height Min 3 Gal As Shown 1 TGT j��j���jj /� / •.. ' Dwarf Walter's Viburnum 5 SVD PERENNIALS • '. � d • .ad � • ' d•• .a., � e •' Q. • .. f .. •� . 4 I 4TAR Pennisetum alopecuroides ° ---_- 8 8"-12" Height Min 1 Gal 30" O.C. c' Black Fountain Grass a " ' ' ' Pennisetum alopecuroides 'Little Bunny' W 118 Little Bunny Fountain Grass 6" Height Min 1 Gal 12"O.C. i . 4 SIC L GROUNDCOVERS 7SJS 4 L Q 17ZS r E Arctostaphylos uva-urs! 6 SIC 6 SIC 3 SVD 424 Fully Rooted 4" Pot 30" O.C. i o '^ Kinnickinnick 55 STO 3 SJS 1 TPA 1 TPA •,Q 4 SIC / o — V/ UJ ® Leptinella x 'Platt's Black' 1 TPAI 3 SJS 3 SJS D ° • ° M �— Z 658 Fully Rooted 4" Pot 12" O.C. Ty Platt's Black Brass Buttons P F- �Z Q « « « « Waldsteinia fragarioides 2 TGT 5 SJS ,, , « « « 281 Barren Strawberry Fully Rooted 4" Pot 12" O.C. 4 SVD 10 SIC d ° 4 SIC / a « « Z Z RAIN GARDEN �// �� /// j� .//� �� ��� 1 TZS e ° ' O� Q W 25% -Carex obnupta- Slough Sedge a . _ Q 25% - Carex vulpinoidea- Fox Sedge Plant each plant in 1iSIC 4 Z / 7,229 SF 25%-Juncus tenuis- Slender Rush Plug groups of 5-7 plants. 12 O.C. i 25% -Juncus ensifolius- Dagger-leaf Rush , . — 1 I J O U 1 TPA 1 TPA 6 T R t 5 SVD 1 TPA 4 SVD ° ( ( Z GENERAL NOTES: 3 SJS 4 SJS I T� � 1. Refer to Civil Engineer's drawings for utility information; including storm drain, sewer, water, electrical, gas, telephone and cable. 1 TPA 3 SJS i J 2. Refer to city and/or county standard plans and specifications where applicable. 3. Contractor shall be responsible for any coordination with subcontractors as required to accomplish all construction operations. All s r piping, conduit, sleeves, etc., shall be set in place prior to installation of irrigation and planting construction items. 4. Contractor shall be responsible to consult with city representative, appropriate agencies and plans, for the locations of all underground utilities, pipes and structures. Contractor shall take sole responsibility for all damages cause as a result of their work. VISION CLEARANCE 5. Contractor shall not willfully proceed with construction as designed when it is obvious that obstructions, area discrepancies and/or �_ $ TRIANGLE (TYP) grade difference exist that may not have been known during design. Such conditions shall be immediately brought to the attention of the owner's authorized representative. The contractor shall assume full responsibility for all necessary revisions due to failure to give ' = such notifications. 2 TGT 4 SJS 4 SVD 6 SIC • !` PLANTING NOTES: • • 5 SVD 3 SJS 3 SJS s SJS 3 SJS i OWNER'S RESPONSIBILITY FOR MAINTENANCE: 4 SJS 2 SJS 43 SVP 1 TPA 5 SIC 5 SIC o After the completion of the construction contract, and the contractor's maintenance periods, the property owner and/or their landscape 1 TGT 5 SIC 6 SIC ` r ; c 1 TPA i t maintenance service shall maintain the site in a safe condition, including but not limited to the: trees, shrubs, groundcovers, grass, and C irrigation system. Landscape plantings shall be maintained in a healthy condition throughout the year. Replace all plants that die with like °. ' ' °• 9 varieties and match with size of adjacent plants. Maintenance may include but is not limited to: pruning, mowing, trimming, vegetation I debris removal and other methods necessary to maintain safe pedestrian access, vehicular access, utility access, sight visibility, and to 1,TPA preserve public safety. °a °. . . INSTALLATION: 1. The contractor shall install the landscape according to these plans, details, and the specifications. , . TAR 2. Verify locations of all pertinent site improvements under other sections. If any part of this plan connot be followed due to site J conditions, contact the owner's authorized representative for instruction prior to commencing work. ° « y 5 _ 1 3. Exact locations of plant materials shall be reviewed by the owner's authorized representative in the field prior to installation. Owner's _ +00 authorized representative reserves the right to adjust plants to exact location in the field. -_ . r - - — - 4. All plants shall be grown for this region or shall be adequately climatized. - - �— 6 TAR S 70TH AVENUE O 5. Do not make substitutions. If specified landscape material is not obtainable, submit proof of non-availability from at least five (5) 1+0,0 __ 2 TCC 1 TAT 3 SJS sources to the Landscape Architect,together with the proposal for use of equivalent material for final approval. —I 3 SJS -15 SVO 6. Contractor shall contact the Landscape Architect or owner's representative for plant material inspection prior to installation. ° ° '. �_ _ _ _ - - — - - — - - -- - 7. -7. Contractor shall repair or replace any existing landscape affected by construction to it's original condition. Contact Landscape Architect if any areas not originally landscaped, become landscape. PLANTING LIST, SPECIFICATIONS, AND DETAILS: , Planting list is on this sheet. I /. Planting details and specifications will be provided with final construction documents. I • . I — ` i \ _ U Z IRRIGATION: T � W z Irrigation will be provided by an automatic underground system capable of providing adequate water to planting throughout the year. The " o e irrigation system will be design build by the landscape contractor. VISION CLEARANCE: s All shrubs in the vision clearance triangle shall be maintained at a height of no greater that three (3)feet, measured from the top of Curb. i All trees in the vision clearance triangle are to be limbed up to a height of eight (8)feet, measured from the top of curb. TREE PRUNING: Landscape Calculations: I 1 All trees or shrubs hereafter planted or substantially pruned in any public right-of-way shall only be pruned or planted with permission of LEGEND - a the controlling agency. Total Site Area: 80,703 SF I I W Total Landscape Area: 12,280 SF (15%) j Pruning of deciduous street trees adjacent to streets and sidewalks shall be performed pursuant to the following schedule and standards: I � o • Proposed Deciduous Tree Total Parking Lot Area: 40,579 SF g YEAR 1: Only dead, broken or crossing branches shall be pruned when the tree is planted. Mature Canopy Cover: 16,773 SF(41%) I / I o N 0' 10' 20' 40' D d YEAR 2:A Class I prune, pursuant to National Arborist Association Standards, shall be performed during year 2. The purpose of this pruning is to establish proper scaffold branching, raise the crown for road /sidewalk clearance, and remove any dead dying or crossing O „ _ ' m branches. Proposed Shrub SCALE: 1 - 20 o i 10L 8 SUCCEEDING YEARS: Perform a Class I prune during succeeding years to continue to establish proper scaffold branching, remove any REFERENCE ONLY dead, dying, or crossing branches, and continue to raise the crown until road and sidewalk clearances standards have been met. NOT APPROVED WITH THIS PERMI I I / PROJECT: 70976.002 3 TREE, SHRUB, AND GROUNDCOVER PRUNING: DRAWN: MPA All plant growth in landscape areas shall be controlled by pruning, trimming or otherwise so that: 1 _> I CHECKED: JAN U 1. It will not interfere with the maintenance or repair of any public utility. 2. It will not restrict pedestrian or vehicular access. r 3. It will not constitute a traffic hazard because of reduced visibility. , / j DATE: SEPTEMBER 2017 8 4. Prune trees as required above. I j DWG NO. SHEET NO. 32 C L1 . 0 OF r 34 PLANT LIST TREE SCIENTIFIC NAME / MATURE MATURE AVAILABLE SOIL _ _ _ _ NO. COMMON NAME CALIPER CANOPY CANOPY VOLUME COMMENTS ('------------ ---- SPREAD (FT) AREA (SF) (CF OF OPEN SOIL) 1 1+0o SW 69TH AVENUE 2+00 3+00 4+00; Acer truncatumxAcer i - - - - - � - - - - + - - - - - - - - - I- - - - - - - - - - -+ - - - - - - �-- - - -1L platanoides/Sunset Maple 1.5" 25 491 75* Street Tree r 1 Acer truncatum x Acer 1 2L platanoides/Sunset Maple 1.5" 25 491 75* Street Tree ' •F PBS 3L Acer truncatum x Acer 1.5" 25 491 75* Street Tree _ Engineering + platanoides/Sunset Maple r �. 1L 2L 3L" ` bL'° "' ` - •1 ° Ef1VIrOrlrTlerlt8� ll i Acer truncatum x Acer ; 9 4L <' " • •6L •7L •8L .9L f 4L platanoides/Sunset Maple 1.5" 25 491 75* Street Tree d ° �, y 314 W 15th Street y' O ': ^ ° - o Vancouver, WA 98660 -- �° - fib. ' 360.690.3488 • 4 5L Acer truncatum x Acer 1.5" 25 491 75* Street Tree - 1 ° ` It+ www.pbsenv.com platanoides/Sunset Maple ALL 6L Alnus rubra / Red Alder 3.5" 40 1,256 1,000+ Street Tree PORFGO��� 7L Alnus rubra / Red Alder 3.5" 40 1,256 1,000+ Street Tree 39L 8L Alnus rubra/ Red Alder 3.5" 40 1,256 1,000+ Street Tree + a.9L Alnus rubra/ Red Alder 3.5" 40 1,256 1,000+ Street TreeZelkova serrata 'Mushashino'l ; ROOK10L Columnar Zelkova 1.5" 15 177 1,000+ Street Tree N Zelkova serrata 'Mushashino'l ° dp 11 13 199f1 11L Columnar Zelkova 1.5" 15 177 927 Street Tree 8L I 1 a � 12L Alnus rubra/Red Alder 3.5" 40 1,256 1,000+ Street Tree 13L Alnus rubra I Red Alder 3.5" 40 1,256 1,000+ Street Tree 14L Alnus rubra/ Red Alder 3.5" 40 1,256 1,000+ Street Tree ` 15L Alnus rubra/ Red Alder 3.5" 40 1,256 1,000+ • • Street Tree � 16L Alnus rubra/ Red Alder 3.5" 40 1,256 1000+ Parking Lot Tree . } • .. . ..d . ..Q ♦ a • ! d 37L . . • . d 1 Acer truncatum x Acer • < ^ d ,. 17L 1.5" 25 491 75' Street Tree , d" '° platanoides/Sunset Maple d Acer truncatum x Acer I' 41L 42L 18L platanoides/Sunset Maple 1.5" 25 491 75* Street Tree I 40L i • • 4 3L '�� • W 19L Acer truncatum x Acer 1 5" 25 491 75* Street Tree \ •_�t s I t, b d e a I I r platanoides/Sunset Maple Platanus x acerfolia 'Bloodgood" ••` '^ , 20L / London Planetree 1.5" 40 1,256 675* Parking Lot Tree O } < I 3S \` ` 44 + V/ IJJ Z 21 L Alnus rubra/ Red Alder 3.5" 40 1,256 1000+ Parking Lot Tree Z 22L Alnus rubra / Red Alder 3.5" 40 1,256 1000+ Parking Lot Tree j J 23L Alnus rubra/ Red Alder 3.5" 40 1,256 1000+ Parking Lot Tree _ d ° Z W a 50 O Z >` 24L Alnus rubra/ Red Alder 3.5" 40 1,256 1000+ Parkin Lot Tree • • • • _ \ i � 9 • 50L 49l 37L 46L 25L Alnus rubra/ Red Alder 3.5" 40 1,256 1000+ Parking Lot Tree 53L 51 L <d" Z Z 0 26L Alnus rubra/ Red Alder 3.5" 40 1,256 1000+ Parking Lot Tree 35L i • • �i • + y y 48L • 4 J O 27L Acer truncatum x Acer 1 5" 25 491 75* Street Tree ' li • 45 • V platanoides/Sunset Maple 1 ��JJ d • I U 28L Platanus x acerfolia 'Bloodgood" 1.5" 40 1,256 672' Parking Lot Tree L " /London Planetree C (� LV 29L Comus controversa 'June Snow' 3.5" 35 962 1,000+ Parking Lot Tree Uj �/ /June Snow Dowgoow Ids Comus controversa June Snow' 134E • ~ 30L IJuneSnowDowgoow 3.5" 35 962 1,000+ Parking Lot Tree • .. "" " " " " " ' . . " " ' "" " " "' " " . . . "' " r Platanus x acerfolia 'Bloodgood" I 31 L /London Planetree 1.5" 40 1,256 336* Parking Lot Tree 54L " { {. i • ` I Q Gleditsia triacanthos var. inermis 32L 'Suncole'l Suncole Honeylocust 2.5" 35 962 1,000+ Parking Lot Tree _ Gleditsia triacanthos var. inermis 1 ' < 33L Suncole'I Suncole Honeylocust 2.5" 35 962 1,000+ Parking Lot Tree 33L --, Gleditsia triacanthos var. inermis 34L 2.5" 35 962 1,000+ Parking Lot Tree i 'Suncole'I Suncole Honeylocust -• i Gleditsia triacanthos var. inermis + C5 35L 2.5" 35 962 1,000+ Parking Lot Tree 4 + I Suncole'/Suncole Honeylocust Gleditsia triacanthos var, inermis ( `. 31L 36L 2.5 35 962 1,000+ Parking Lot Tree i 20L i 'Suncole'/Suncole Honeylocust ` • 28L • Gleditsia triacanthos var. inermis I 32L i • 37L 2.5" 35 962 1,000+ Parking Lot Tree Suncole'lSuncoleHoneylocust ' Gleditsia triacanthos var. inermis 2.5" 021E 38L 2.5" 35 962 1,000+ Parking Lot Tree � 026E 025L •24L •23L •22L l .. t ; •29 _ . 016E Suncole'/Suncole Honeylocust 030E � _ • ( J Gleditsia triacanthos var. inermis 39L 2.5" 35 962 1,000+ Parking Lot Tree • �2gL Suncole'/Suncole Honeylocust � ,V '�7L - - • 1" �' � 5+00 - 40L Gleditsia triacanthos var. inermis 1 5" 40 1,256 585* Parking Lot Tree ° �' - - - �- - _ - - - - - - - - - Suncole'!Suncole Honeylocust '° / ° _ y - - - - v ° a 1 ry Y E 41 L Platanus x acerfolia 'Bloodgood" 1.5" 40 1,256 585* Parking Lot Tree SVV 7 T NICE I Y /London Planetree Platanus x acerfolia 'Bloodgood" - - - - - - - - - - - 42L 1.5" 40 1,256 312' Parking Lot Tree London Planetree 43L Zelkova serrata 'Mushashino'/ 1.5" 15 177 108* Parking Lot Tree Columnar Zelkova 44L Zelkova serrata 'Mushashino'l 1.5" 15 177 108* Parking Lot Tree I •7. Columnar Zelkova I 45L Alnus rubra I Red Alder 3.5" 40 1,256 1,000+ Parking Lot Tree r 46L Alnus rubra l Red Alder 3.5" 40 1,256 1,000+ Parking Lot Tree o> �� , LU 47L Alnus rubra/Red Alder 3.5" 40 1,256 1,000+ Parking Lot Tree \ ° E I 1 48L Alnus rubra/Red Alder 3.5" 40 1,256 1,000+ Parking Lot Tree 49L Alnus rubra/ Red Alder 3.5" 40 1,256 1,000+ Parking Lot Tree LEGEND Tree Canopy Calculations: 50L Alnus rubra/ Red Alder 3.5" 40 1,256 1,000+ Parking Lot Tree Platanus x acerfolia 'Bloodgood" 51 L 1.5" 40 1,256 1,000+ Parkin Lot Tree Total Site Area: 80,703 SF ' / London Planetree 9 Total Canopy Required: 26,632 SF (33%) ` I z Platanus x acerfolia 'Bloodgood" 5 52L 1.5" 40 1,256 1,000+ Parking Lot Tree • Proposed Deciduous Tree Proposed Non-Native Tree Canopy: 26,796 SF I I a !London Planetree Proposed Native Tree Canopy: 42,390 SF o Platanus x acerfolia 'Bloodgood" N 53L 1.5" 40 1,256 1,000+ Parking Lot Tree ° o /London Planetree Total Canopy Area: 46,378 SF (57/o) z g, Platanus x acerfolia 'Bloodgood" I ° 54L 1.5" 40 1,256 1,000+ Parking Lot Tree Total Parking Lot Area: 40,579 SF 0' 10' 20' 40' D I London Planetree �` ii Tree Canopy Area Required Mature Canopy Cover: 12,174 SF (30%) *Additional soil volume required. See Additional Soil Volume Table on this sheet. Note: Canopy spread and canopy area obtained from "Supplemental Arborist Report for Hampon Inn" prepared by Teragan S Mature Canopy Cover: 16,773 SF (41%) SCALE: 1" = 20' Associates, Inc. on February 16, 2017. i z d sREFERENCE ONLY I PROJECT: 70976.002 NOT APPROVED WITH THIS PE , r DRAWN: MPA CHECKED: JAN r 1 ER 201 1 I DWG NO. SEPTEMBHEET NO. J r E 8 w33 g o I Ll . 1 of 34 PLANT LIST TREE SCIENTIFIC NAME / MATURE MATURE AVAILABLE SOIL ------------- NO. COMMON NAME CALIPER CANOPY CANOPY VOLUME COMMENTS r - -�- SPREAD (FT) AREA (SF) (CF OF OPEN SOIL) , - AcertruncatumxAcer 0R-+i!OG 1+00 SW 69TH AVENUE 2+00 3+00 I4+00# 1L platanoides/Sunset Maple 1.5" 25 491 75* Street Tree '-- - - - - ' - ' -F- - - - - - - + - - - - - -+- ' - ' - - - - -I- - - - - - - - ' I- - - - - - - - -F - - - - - - - -' + -' - - - +-} - - - r Acer truncatum x Acer 2L platanoides/Sunset Maple 1.5" 25 491 75* Street Tree PBS 3L Acer truncatum x Acer 1.5" 25 491 75* Street Tree platanoides/Sunset Maple • . 9. L I Engi o mental Acer truncatum x Acer a. 4L 1.5" 25 491 75* Street Tree 314 W 15th Street platanoides/Sunset Maple ` ° a , a° • ' ° . v '^� Vancouver, WA 98660 5L Acer truncatum x Acer 1.5" 25 491 75' Street Tree • � ° ' " c jl www.pbsenv.com platanoides/Sunset Maple • 6L Alnus rubra/ Red Alder 3.5" 40 1,256 1,000+ Street Tree P44 T�7L Alnus rubra / Red Alder 3.5" 40 1,256 1,000+ Street Tree 8L Alnus rubra/ Red Alder 3.5" 40 1,256 1,000+ Street Tree �.. I9L Alnus rubra/ Red Alder 3.5" 40 1,256 1,000+ Street Tree 10L Zelkova serrata 'Mushashino'l1 5" 15 177 1,000+ Street Tree CiON Sv Columnar Zelkova Zelkova serrata 'Mushashino'/ a I 11-12-1999 11L Columnar Zelkova 1.5" 15 177 927 Street Tree .f AE AgC� 12L Alnus rubra/Red Alder 3.5" 40 1,256 1,000+ Street Tree 13L Alnus rubra/ Red Alder 3.5" 40 1,256 1,000+ Street Tree _ 14L Alnus rubra/Red Alder 3.5" 40 1,256 1,000+ Street Tree 15L Alnus rubra/Red Alder 3.5" 40 1,256 1,000+ Street Tree ' 16L Alnus rubra/Red Alder 3.5" 40 1,256 1000+ Parking Lot Tree ' ': < - ` ° . * n.•' �) -,_ _ Acer truncatum x Acer a • ea • • • ° a".. a 3 ° a e: Q n • •. • • .• . �• a 17L 1.5" 25 491 75' Street Tree '^ platanoides/Sunset Maple a Acer truncatum x Acer ° a • ° '.4A < V+ 18L 1.5" 25 491 75* Street Tree W platanoides/Sunset Maple Acer truncatum x Acer 6u 19L platanoides/Sunset Maple 1.5" 25 491 75* Street Tree i a' 20L Platanus x acerfolia 'Bloodgood" 1.5" 40 1,256 675' Parking Lot Tree o / London Planetree Q a + W 21 L Alnus rubra/ Red Alder 3.5" 40 1,256 1000+ Parking Lot Tree = Z Z 22L Alnus rubra/ Red Alder 3.5" 40 1,256 1000+ Parking Lot Tree �( (/� Uj Q 23L Alnus rubra/ Red Alder 3.5" 40 1,256 1000+ Parking Lot Tree a, •. Z Z > O Z a 24L Alnus rubra/ Red Alder 3.5" 40 1,256 1000+ Parking Lot Tree ♦ 0 I Q 25L Alnus rubra/Red Alder 3.5" 40 1,256 1000+ Parking Lot Tree 1 I •° Z Z = J 26L Alnus rubra / Red Alder 3.5" 40 1,256 1000+ Parking Lot Tree E a q a i `O O 27L Acer truncatum x Acer 1.5" 25 491 75* Street Tree I I 1 i I i i U r platanoides/Sunset Maple ° W 28L Platanus x acerfolia 'Bloodgood" 1.5" 40 1,256 672* Parking Lot Tree ° i LIJ W /London Planetree w/ 29L Cornus controversa 'June Snow' 3.5" 35 962 1,000+ Parking Lot Tree /June Snow Dowgoow Q� 30L Cornus controversa 'June Snow' 3.5" 35 962 1,000+ Parking Lot Tree I ... . . . . . . . . . .. . . . . . .. . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . . . . .. . .. . . . . .. . . . . . . . . . . . . . .. . . . .. . . . . . . . . s r 2 /June Snow Dowgoow r. 31 L Platanus x acerfolia 'Bloodgood" 1.5" 40 1,256 336* Parking Lot Tree , /London Planetree a " Gleditsia triacanthos var. inermis 4 $ ''- i Q 32L 2.5" 35 962 1,000+ Parking Lot Tree Suncole'/Suncole Honeylocust . , _ Gleditsia triacanthos var. inermis 33L Suncole'/Suncole Honeylocust 2.5" 35 962 1,000+ Parking Lot Tree Gleditsia triacanthos var, inermis 34L Suncole'/Suncole Honeylocust 2.5" 35 962 1,000+ Parking Lot Tree • . Gleditsia triacanthos var. inermis } 2.5" 35 962 1,000+ Parking Lot Tree 35L 'Suncole'/Suncole Honeylocust .. ° Gleditsia triacanthos var. inermis 36L Suncole'/Suncole Hone locust 2.5" 35 962 1,000+ Parking Lot Tree a. i Y 37L Gleditsia triacanthos var. inermis 2.5" 35 962 1,000+ Parking Lot Tree . a. : . Suncole'/Suncole Honeylocust a Gleditsia trlacanthos var. inermis 38L 'Suncole'l Suncole Honeylocust 2.5" 35 962 1,000+ Parking Lot Tree I J Gleditsia triacanthos var, inermis - - _ : •. . . ° c ...♦ .a .- a.. .♦.. . a �° _ _ ..., :♦ < . . °_ .9 ° . , ♦ - .. ♦ - • 'I a _ a o '_ . 39L 2.5" 35 962 1,000+ Parking Lot Tree Suncole'/Suncole Honeylocust CIE L , 5+00 Gleditsia triacanthos var. inermis `. . . a a ` °v ' ' v'a' ° _• ° . .: _ _ _ - - - 40L 'Suncole'l Suncole Honeylocust 1.5" 40 1,256 585` Parking Lot Tree a a °a _ _ _ _ _ _ _ Platanus x acerfolia 'Bloodgood" 1+0� • -� - S 70TH AV E N lJ E 0 41L 1.5" 40 1,256 585' Parking Lot Tree ~- 1 / London Planetree Platanus x acerfolia 'Bloodgood" - Y- - - - - - - - -- -- - - - - - - - - - - - - --1 - 42L 1.5" 40 1,256 312* Parking Lot Tree / London Planetree 43L Zelkova serrata Mushashino'l 1.5" 15 177 108* Parking Lot Tree �� y Columnar Zelkova Zelkova serrata 'Mushashino'l 44L 1.5" 15 177 108' Parking Lot Tree I \ \ Y Columnar Zelkova 45L Alnus rubra/ Red Alder 3.5" 40 1,256 1,000+ Parking Lot Tree U z 46L Alnus rubra/Red Alder 3.5" 40 1,256 1,000+ Parking Lot Tree z E 47L Alnus rubra/Red Alder 3.5" 40 1,256 1,000+ Parking Lot Tree 48L Alnus rubra/ Red Alder 3.5" 40 1,256 1,000+ Parking Lot Tree p \ i 'm 49L Alnus rubra/ Red Alder 3.5" 40 1,256 1,000+ Parking Lot Tree " LEGEND ADDITIONAL SOIL VOLUME \\ M 50L Alnus rubra/ Red Alder 3.5" 40 1,256 1,000+ Parking Lot Tree ` 1 Platanus x acerfolia 'Bloodgood" TREE NO. OPEN SOIL VOLUME COVERED SOIL VOLUME TOTAL 51L 1.5" 40 1,256 1,000+ Parking Lot Tree 3 /London Planetree 1L 75 CF 767 CF 842 CF - 5 Platanus x acerfolia 'Bloodgood" r-Il' a 52L 1.5" 40 1,256 1,000+ Parking Lot Tree • Proposed Deciduous Tree 2L 75 CF 785 SF 860 CF w I London Planetree I I 0 Platanus x acerfolia 'Bloodgood" 3L 75 CF 785 SF 860 CF n 53L 1.5" 40 1,256 1,000+ Parking Lot Tree , z /London Planetree q.L 75 CF 785 SF 860 CF g, Platanus x acerfolia 'Bloodgood" I I g 54L 1.5" 40 1,256 1,000+ Parking Lot Tree 5L 75 CF 767 CF 860 CF 0' 10' 20' 40' N /London Planetree Tree Soil Area I i w d 17L 75 CF 787 CF 937 CF *Additional soil volume required. See Additional Soil Volume Table on this sheet. n' 18L 75 CF 787 CF 937 CF SCALE: 1" = 20' o Note: Canopy spread and canopy area obtained from "Supplemental Arborist Report for Hampon Inn" prepared by Teragan 8 Associates, Inc. on February 16,2017. 19L 75 CF 787 CF 937 CF Oz N 20L 675 CF 330 CF 1,005 CF PROJECT: 70976.002 27L 75 CF 262 CF 1,000+CF r � I DRAWN: MPA 0 28L 672 CF 360 CF 1,032 CF REFERENCE ONLY. 31L 336 CF 687 CF 1,023 CF NOT APPROVED WITH THIS PE T ` CHECKED: JAN I � I 40L 585 CF 441 CF 1,026 CF DATE: SEPTEMBER 2017 41L 585 CF 441 CF 1,026 CF DWG NO. SHEET NO. I „ 42L 312 CF 714 CF 1,026 CF I 34I ® L 1 .2 43L 108 CF 918 CF 1,026 CF OF L V 44L 108 CF 918 CF 1,026 CF I -------- - ---- - 34